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HomeMy WebLinkAbout02/23/2015THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, REGULAR SESSION TO BE HELD AT THE HAROLD E. GETTY COUNCIL CHAMBERS Monday, February 23, 201S 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. Page 1 of 87 Roll Call. Moment of Silence. Pledge of Allegiance Paul Huting, Leisure Services Director Agenda, as proposed or amended. Minutes of February 16, 2015, Regular Session, as proposed. Proclamation declaring March 2015 National Brain Injury Awareness Month 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 and check for $300.00 from Casey's Pub, 1125 W. Donald Street, Waterloo for sale of tobacco to minor violation. Submitted By: David R. Zellhoefer, City Attorney 3. Resolution preliminarily approving plans, specifications, form of contract etc and setting date of bid opening as March 5, 2015 and date of public hearing as March 9, 2015 for the FY2015 Salvage Asphalt Crushing Program and instruct City Clerk to publish notice of plans, specifications, form of contract etc. Submitted By: Mark Rice, Public Works Director 4. Resolution approving an Order accepting Acknowledgment/Settlement Agreement and check for $300.00 from Walgreens, 1850 Logan Avenue, Waterloo, Iowa for sale of tobacco to minor violation. Submitted By: David R. Zellhoefer, City Attorney B. Motion to approve the following: 1. TRAVEL REQUESTS a. Investigator Pohl Class/Meeting: Macintosh and iDevice Training Destination: Madison, Wisconsin Dates: 4/22/15 - 4/26/15 Amount not to exceed: $903.00 b. Lt. Payne and Sgt. Gehrke Class/Meeting: Authorized Central Container Program Destination: Johnston, Iowa Dates: 3/10/15 - 3/12/15 Amount not to exceed: $560.00 c. Sgt. Farmer, Sgt. Bose, P.O.A. Bovy and P.O.T. Brownell Class/Meeting: USPCA Narcotics Re -certification Destination: Spirit Lake, Iowa Page 2 of 87 Dates: 4/6/15 - 4/8/15 Amount not to exceed: $1,760.00 d. Sgt. Rasmussen Class/Meeting: Advanced Less Lethal Instructor Development Program Destination: Mankato, Minnesota Dates: 4/13/15 - 4/15/15 Amount not to exceed: $958.00 2. LIQUOR LICENSES a. Babes Tap, 210 Division Street Class: C Liquor Renewal Application Includes Sunday Expiration Date: 3/14/16 b. Dollar General #10073, 3815 University Avenue Class: C Beer, B Wine Renewal Application Includes Sunday Expiration Date: 2/29/16 c. El Patron, 301 E. 4th Street Class: C Liquor, Outdoor Service Renewal Application Includes Sunday Expiration Date: 2/29/16 d. El Senor Tequila Class: C Liquor, Outdoor Service Renewal Application Includes Sunday Expiration Date: 2/18/16 e. Hy -Vee Market Cafe' #3, 1422 Flammang Drive Class: C Liquor New Application Includes Sunday Expiration Date: 1/31/16 f. Hy -Vee Food & Drugstore #3, 1422 Flammang Drive Class: E Liquor, B Wine, C Beer Renewal Application Includes Sunday Expiration Date: 2/8/16 g. Winning Edge, 341 Fletcher Avenue Class: C Liquor Renewal Application Includes Sunday Expiration Date: 1/27/16 3. APPOINTMENTS a. Regina Bullock Board/Commission: Housing Authority Board Expiration Date: 2/23/2017 New Appointment b. Sulejman Dizdarevic Board/Commission: Human Rights Page 3 of 87 Expiration Date: 1/1/2018 Re -Appointment 4. Motion to approve Cigarette!Tobacco/Nicotine/Vapor Permit Application for WS, Inc./Tyson Foods, 501 N. Elk Run Road. Submitted By: Suzy Schares, City Clerk PUBLIC HEARINGS 2. Parking lease agreement with Agape Rehabilitation Agency, P.C., to lease 8 City owned parking spaces located adjacent to 403-405 Jefferson Street. 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 approving parking lease agreement with Agape Rehabilitation Agency, P.C., to lease 8 City owned parking spaces for $100 per month located adjacent to 403-405 Jefferson Street expiring May 31, 2020. Submitted By: Aric Schroeder, City Planner 3. Rezone request by Green Acres Storage, LLC to rezone 2.26 acres from "R-4, R -P" Planned Multiple Family Residence District to "B -P" Business Park District, for the purpose of constructing a new 102,090 SF indoor storage facility, generally located east of 4015 Hurst Drive. HOLD HEARING- 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 Development & Planning Director RESOLUTIONS 4. Resolution awarding bid in the amount of $178,357.00 to Van Wall Equipment of Urbandale, Iowa for 2015 Turf Maintenance Equipment. Submitted By: JB Bolger, Golf & Downtown Area Maintenane Manager 5. Resolution awarding bid in the amount of $24,601.00 to P&K Midwest of Waterloo Iowa for the purchase of three (3) AFM 4216 Land Pride Mowers. Submitted By: JB Bolger, Golf & Downtown Area Maintenance Manager 6. Resolution approving sale of used John Deere Gator to Waterloo Softball Association (WSA) in the amount of $2,127.00. Submitted By: JB Bolger, Golf & Downtown Area Maintenance Manager 7. Request for the release of Reversionary Rights pertaining to certain development agreement entered into between the City and Black Hawk Contracting and Development for the redevelopment of the former Lincoln School site with new housing. Submitted By: Noel Anderson, Community Planning & Development Director 8. Resolution authorizing the submission of a grant application for funding from the Cedar Trails Partnership, for a maximum amount of $2,500.00; and authorize the Mayor and Page 4 of 87 City Clerk to sign and fully execute all necessary documents. Submitted By: Wayne Castle, Associate Engineer 9. Resolution approving construction plans for Paving and Storm Sewer serving Nottingham Third Addition, as submitted by Wayne Claassen Engineering & Surveying, Inc., of Waterloo, Iowa. Submitted By: Dennis Gentz, PE, Assistant City Engineer 10. Resolution approving agreement with Waterloo Water Works for Water Main Replacements in conjunction with F.Y. 2015 Street Reconstruction Program, Contract No. 873; and authorize Mayor and City Clerk to execute said document. Submitted By: Dennis Gentz, PE, Assistant City Engineer 11. Resolution approving the Contract, Bonds, and Certificate of Insurance with Benton's Sand and Gravel, of Cedar Falls, Iowa, in the amount of $514,955.64, for the F.Y. 2015 Geraldine Road - Phase Ill, Contract No. 871. Submitted By: Jeff Bales, Associate Engineer 12. Resolution approving Professional Service Agreement with JDE Engineering of Waterloo, Iowa, in the amount not to exceed $46,500.00 for construction related services for the F.Y. 2015 Geraldine Road - Phase III, Contract No. 871; and authorize Mayor and City Clerk to execute said documents. Submitted By:Jeff Bales Associate Engineer 13. Resolution to allocate $25,000 in hotel/motel taxes to the Convention and Visitors Bureau to be used for special projects using forfeited tax grant funds. Submitted By:Michelle Weidner, Chief Financial Officer 14. Resolution approving Waterloo CVB Board of Directors recommendation to fund FY16 CVB Partner Grants. Submitted By: Aaron Buzza, Waterloo CVB Executive Director OTHER COUNCIL BUSINESS 15. Motion to approve Professional services agreement amendment No. 1 in the amount of $3,500 to Invision of Waterloo, Iowa in conjunction with the Waterloo Public Center for arts Toilet room Renovation; and authorize Mayor to execute said document. Submitted By: Craig Clark Building Official/Maintenance Administrator ORAL PRESENTATIONS ADJOURNMENT Motion to adjourn. Suzy Schares, CMC City Clerk/Human Resource Director MEETINGS 4:00 Council Work Session, Harold E. Getty Council Chambers 4:55 Ordinance Committee, Harold E. Getty Council Chambers 5:05 Boards and Commissions Committee, Harold E. Getty Council Chambers Page 5 of 87 5:10 Finance Committee, Harold E. Getty Council Chambers PUBLIC INFORMATION 1. Communication from City Clerk on the notice of resignation of Steven M. Sturtz, Permit Writer, effective February 6, 2015 with recommendation of approval of payout of $1,039.49 for unused benefits. 2. Communication from City Clerk on the notice of retirement of Harold Thompson, Sign & Traffic Foreman, effective January 30, 2015 with recommendation of approval of payout of $2,677.76 for unused benefits. 3. Community Development Board Public Hearing Minutes of January 13, 2015 4. Community Development Board Minutes of January 13, 2015. Page 6 of 87 City of Waterloo Finance Committee Open Invoice Report For February 23 2015 Approval Finance Committee Accounts Payable Open Invoice Report Total As of Friday, February 20, 2015 EFT Transactions: Bankers Trust Company-Techworks Friday Total 516,722.24 Add: Wellmark Health Claims EFT Add: Farmers Fees Add: Regions Fees Add: Regions Fees Add: US Bank Fees Add: Wells Fargo Fees Remove: Community Foundation of NE IA -Training for WPL ( Subtotal - as of Monday, February 23, 2015 Workers Compensation Issued by TPA Housing Authority Housing Assistance EFT's Housing Authority Housing Assistance EFT's Payroll Bill Payment Total - Monday, February 23, 2015 509, 044.24 7,678.00 121,261.70 3,179.52 636.20 122.90 520.81 40.41 (300.00) 642,183.78 3,812.32 333,690.58 363.00 1, 567, 383.47 raynieni to council members or related entities. 2,547,433.15 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 71, 9'61 i a 7JJ ' •-/8 /6 Copy - Department NAME(S) AND POSITION(S): Sgt. Rasmussen DATE: February 12th, 2015 NAME OF CLASS / MEETING: Advanced Less Lethal Instructor Development Program DESTINATION: Mankato, Minnesota DEPARTURE POINT IF NOT WATERLOO: DEPARTURE DATE: April 13th , 2015 Return Date: April 15th , 2015 DATE(S) OF MEETING: Apri114th-15th , 2015 PURPOSE OF TRAVEL: Lt. Cirksena is requesting authorization to send Sgt. Rasmussen to Advanced Less Lethal Instructor Development Program that is being put on by Safariland/Defense Technologies, in Mankato Minnesota. Sgt. Rasmussen is the Less Lethal Instructor for the Tactical Team and his certification expired in November 2014. This recertification will be valid for three (3) years. This training will combine classroom and range drills with the emphasis on instructor development that would include instruction in technical, operational and tactical applications of OC, Less Lethal Munitions, Chemical agents and Distraction Devices. Sgt. Rasmussen is currently assigned to the Tactical Team. A city vehicle will be needed for 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: $250.00 LODGING $113.00 MEALS $495.00 REGISTRATION $100.00 MILEAGE/FUEL TOTAL FOR ALL: $ 958.00 Rental car PARKING AIRFARE MISCITOLLS BUDGET LINE ITEM: x GRANT REIMBURSABLE YES NO x YES NO REQUIRED CERTIFICATION TOTAL: $ 958.00 PER PERSON I BELIEVE THIS TRIP SERVES A PUBLIC PURPOSE AND IS NECESSARY AND BENEFICIAL TO THE CITY OF WATERLOO DEPARTM NT HEAD 2-"(Z--lec. DATE I APPROVE THIS TRAVEL REQUEST DATE 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 010-11-1160-1528 11 PRO PDK9 6,G'c2O =� 76,L►e, /A43 ?'/7c ' r1-7/- ;lc I6— Copy - Department NAME(S) AND POSITION(S): Sgt. A. Farmer, Sgt. S. Bose, P.O. A. Bovy and P.O. T. Brownell DATE: Feb. 11th, 2015 NAME OF CLASS / MEETING: USPCA Narcotics Re -certification DESTINATION: Spirit Lake, Iowa DEPARTURE POINT IF NOT WATERLOO: DEPARTURE DATE: April 6t", 2015 Return Date: April 8th 2015 DATE(S) OF MEETING: April 7th -8th 2015 PURPOSE OF TRAVEL: Captain Leibold is requesting authorization to send Sgt. A. Farmer, Sgt. S. Bose, P.O. A. Bovy and P.O. T. Brownell to USPCA Narcotics Re -Certification class for K-9 teams in Spirit Lake, Iowa. This is an annual mandatory USPCA Narcotics Re -certification Detection class that must be attended by all of the Waterloo Police Department K-9 teams. City vehicles will be needed for travel to this training. This training will be paid out of the K-9 fund . WILL TRAVEL REQUIRE ADDITIONAL PERSONNEL: x COST $ YES NO METHOD OF TRAVEL: X CITY VEHICLE AIRFARE DEPARTING FROM: PRIVATE VEHICLE ESTIMATE OF COST: $800.00 LODGING $360.00 MEALS $200.00 REGISTRATION $400.00 MILEAGE/FUEL TOTAL FOR ALL: $ 1760.00 Rental car PARKING AIRFARE MISC/TOLLS BUDGET LINE ITEM: x GRANT REIMBURSABLE YES NO x YES NO REQUIRED CERTIFICATION TOTAL: $ 440.00 PER PERSON I BELIEVE THIS TRIP SERVES A PUBLIC PURPOSE AND IS NECESSARY AND BENEFICIAL TO THE CITY OF WATERLOO G -- I APPROVE THIS TRAVEL REQUEST Zie( DEPARTMENT HEAD MAYOR Z- I1 - /? 3/1 DATE DATE 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 t h/ � civ 3 == Y.2 7,,7yc,-' -//' Copy - Department NAME(S) AND POSITION(S): Inv. Pohl DATE: February 11th, 2015 NAME OF CLASS / MEETING: Macintosh and iDevice Training DESTINATION: Madison, Wisconsin DEPARTURE POINT IF NOT WATERLOO: DEPARTURE DATE: April 22nd, 2015 Return Date: April 26th , 2015 DATE(S) OF MEETING: April 23rd -26th , 2015 PURPOSE OF TRAVEL: Captain Mohlis is requesting authorization to send Inv. J. Pohl to Macintosh and iDevice Training (Cybercop 215 & Cybercop 225) in Madison Wisconsin. This training will introduce Inv. Pohl to various models of Apple hardware that are most likely to be encountered during an investigation. These classes also include the acquisition and analysis of data from non-IOS devices. Inv. Pohl is currently assigned to the Investigations division and does computer forensics. A city vehicle will be needed for 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: $600.00 LODGING $203.00 MEALS $.00 REGISTRATION $100.00 MILEAGE/FUEL TOTAL FOR ALL: $ 903.00 Rental car PARKING AIRFARE MISC/TOLLS BUDGET LINE ITEM: x GRANT REIMBURSABLE YES NO x REQUIRED CERTIFICATION YES NO TOTAL: $ 903.00 PER PERSON I BELIEVE THIS TRIP SERVES A PUBLIC PURPOSE AND IS NECESSARY AND BENEFICIAL TO THE CITY OF WATERLOO /1.471 f. I APPROVE THIS TRAVEL REQUEST DEPARTMENT HEAD , - h.- 7—OL L,-- MAYOR DATE DATE TRAVEL REQUEST CITY OF WATERLOO FINANCE DEPT. STAFF ONLY LINE ITEM USED FY _2014 BUDGETED EXPENDED YTD THIS REQUEST LEFT AFTER THIS REQUEST DATE Original - Clerk/Finance 010-11-1100-1346 36-000 /3,45 1. f vd 7/2,%' Copy - Department NAME(S) AND POSITION(S): Lt. Corbin Payne & Sgt. Rich Gehrke DATE: February 11th, 2015 NAME OF CLASS / MEETING: Authorized Central Container Program DESTINATION: Johnston, Iowa DEPARTURE POINT IF NOT WATERLOO: DEPARTURE DATE: March 10th, 2015 Return Date: March 12th, 2015 DATE(S) OF MEETING: March 10-12, 2015 PURPOSE OF TRAVEL: Captain Mohlis is requesting authorization to send Lt. Corbin Payne and Sgt. Rich Gehrke to Authorized Central Container Program in Johnston, 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 this training. WILL TRAVEL REQUIRE ADDITIONAL PERSONNEL: x COST $ YES NO METHOD OF TRAVEL: xx CITY VEHICLE PRIVATE VEHICLE AIRFARE DEPARTING FROM: ESTIMATE OF COST: $ 250.00 LODGING $210.00 MEALS $.00 REGISTRATION $100.00 MILEAGE/FUEL TOTAL FOR ALL: $ 560.00 TAXI PARKING AIRFARE MISC/TOLLS BUDGET LINE ITEM: 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 I APPROVE THIS TRAVEL REQUEST MAYOR l\- do/g3/1S" DATE DATE CITY OF WATERLOO, IOWA CITY HALL 715 MULBERRY STREET 50703 Today's Date: 2/17/2015 Effective Date: 1/30/2015 Employment Date: 10/26/1984 To: City Council Members Re: Notice of Severance Department Traffic Operations Job Title/Classification Sign & Traffic Foreman This is to report that the employment of Harold Thompson with the City of Waterloo has been severed by reason of: O Retired Disability Related 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 16 $ 27.64 $ 442.24 Vacation -Current 48 $ 27.64 $ 1,326.72 Usable Sick Leave 24 $ 27.64 (x) 25% $ 165.84 Frozen Sick Leave (x) 60% $ - Personal Hours 12 $ 27.64 $ 331.68 Comp Time Pay 14.88 $ 27.64 $ 411.28 Unscheduled Leave $ - Other Pay $ - Total Payment $ 2,677.76 Approved by Human Reso9' Cl;s Routing: Original to Human Resources by Department Human Resources will forward original to City Clerk Clerk's Office will forward copy of approved form to Date Date . Council Agenda Date: 2-23— I S 0 Accruals (Copy in Personnel File) Department and Human Resources ❑Status 0-9 Updated 6/28/11 CITY OF WATERLOO, IOWA To: City Council Members Re: Notice of Severance CITY HALL 715 MULBERRY STREET 50703 Department Building Inspections Today's Date: 2/17/2015 Effective Date: 2/6/2015 Employment Date: 10/31/2011 Job Title/Classification Permit Writer This is to report that the employment of Steven M. Sturtz with the City of Waterloo has been severed by reason of: Retired Disability Related L. No ❑ Yes 0' 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 8 $ 21.16 $ 169.28 Vacation -Current 28.25 $ 21.16 $ 597.77 Usable Sick Leave 51.5 $ 21.16 (x) 25% $ 272.44 Frozen Sick Leave (x) 60% $ - Personal Hours 0 —_— Comp Time Pay 0 $ - Unscheduled Leave 0 $ - Other Pay 0 $ - Total Payment $ 1,039.4 !f� f .' Approved by . ` 4—\\ = Human Resou c s \ir Date Date Routing: Original to Human Resources by Department Human Resources will forward original to City Clerk (Copy in Personnel File) Clerk's Office will forward copy of approved form to Department and Human Resources Council Agenda Date: Z- 5 0 Accruals ❑Status 0-9 Updated 6/28/11 Iowa Stormwater Management Manual 2B-1 2B-1 Unified Sizing Criteria A. General information This section presents an integrated approach for meeting the stormwater runoff quality and quantity management requirements in the minimum standards for development (see Section 2A-3) by addressing the key adverse impacts of stormwater runoff from a development site. The purpose is to provide a framework for designing a stormwater management system to: • Remove stormwater runoff pollutants and improve water quality (minimum guideline #2) • Prevent downstream streambank and channel erosion (minimum guideline #3) • Reduce downstream overbank flooding (minimum guideline #4) • Safely pass or reduce the runoff from extreme storm events (minimum guideline #5) For these objectives, an integrated set of engineering criteria, known as the unified stormwater sizing criteria have been developed to size and design structural stormwater controls. Table 1 below briefly summarizes the criteria. Table 1: Summary of the recommended unified stormwater sizing criteria for management of stormwater quality and quantity Sizing Criteria Recommended Method Water Quality Volume WQv (acre-feet) Treat the runoff from 90% of the storms that occur in an average year. For Iowa, this equates to providing water quality treatment for the runoff resulting from a rainfall depth of 1.25 inches or less. Goal is to reduce average annual post -development total suspended solids loadings by 80%. WQv = (Rv)(A)(P)/12 Rv = site runoff volume coefficient A = site drainage area (acres) P = design rainfall depth (90% cumulative frequency depth) (— 1.25 inches) Recharge Volume Rev (acre-feet) Fraction of WQv, depending on pre development soil hydrologic group. Rev = [(S) (Rv) (A)]/12 S = soil specific recharge factor in inches Channel Protection Storage Volume Cpv Provide 24 hours of extended detention of the runoff from the 1 -year 24 -hr duration storm event to reduce bank -full flows and protect downstream channels from erosive velocities and unstable conditions. Overbank Flood Protection QP Provide peak discharge control of the 5 -year storm event such that the post- development peak rate does not exceed the downstream conveyance capacity and/or cause overbank flooding in local urban watersheds. Some jurisdictions may require peak discharge control for the 2 -yr storm event. Extreme Flood Protection Qf Evaluate the effects of the 100 -year storm on the stormwater management system, adjacent property, and downstream facilities and property. Manage the impacts of the extreme storm event through detention controls and/or floodplain management. The unified stormwater sizing criteria are intended to be used collectively to address the overall stormwater impacts from a development site. When used as a set, the unified criteria control the entire range of hydrologic events, from the smallest runoff producing rainfalls (>_ 0.1 -inches) to the 100 -year storm. Version 3; October 28, 2009 1 CITY NAME QUANTITY REQUIREMENTS FOR NEW DEVELOPMENT VALUES QUALITY REQUIREMENT VALUES Ames Yes A. 100 yrs/B. 5 yrs Yes 1.25" Ankeny Yes A. 100 yrs / B. various & pre-settlement / C. various, same Yes A. 1.25" Boone Yes A. 100 yrs / B. 5 yrs - full development No N/A Cedar Rapids Yes A. 100 yrs/B. 5 yrs Yes 1" Cedar Falls Yes A. 100 yrs/ B. 2 yrs Yes 1.25" Coralville Yes B. 5yrs & undeveloped: When required, the sw management facility shall detain the difference in the volume between the 5 yr undeveloped storm and the 100 yr developed storm for their development site. Yes A. 1.25" Council Bluffs Yes A. 100 yrs/B. 5 yrs Yes 1.25" Davenport Yes A. 100 yrs/B. 5 yrs Yes 1.25" Des Moines Yes A. 100 yrs. / B. 5yrs pre Yes A. 1.25" Dubuque Yes A. 2, 10 & 100 yrs No Indianola Yes A. 100 yrs / B. 5 yrs No N/A Iowa City Yes A. 100 yrs Marion Yes A. 100 yrs / B. 5 yrs predev. / C. 100 w 6 yr release rate Yes A=1" Marshalltown Yes A. 100 yrs / B. 5 yrs predev. No N/A Oskaloosa Yes A. 100 / B. SUDAS Standards Yes SUDAS Standards Pleasant Hill Yes A. 100yrs/B.Syrs & pre-dev/C. 100 w 5 yr No N/A Sioux City Yes SUDAS (100 yr/10 yr) SUDAS 1.25" Waterloo Yes B. Required to maintain difference a 5-yr storm on undeveloped site and a 10-yr storm on a fully developed site. No N/A Waukee Yes A. 100 yrs/B.5yrs pre dev/C. 100 yrs w/5 predev (sites with no existing impery surface) No N/A Source: ISWEP, Staff of individual cities Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-129 RESOLUTION APPROVING ORDER ASSESSING PENALTY OF FIRST VIOLATION AND ORDER ACCEPTING ACKNOWLEDGMENT/SETTLEMENT AGREEMENT - FIRST VIOLATION FOR CASEY'S PUB & EATERY, 1125 W. DONALD STREET, 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 February 23, 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 Casey's Pub & Eatery, 1125 W. Donald Street, 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 23rd day of February, 2015. AePr- Ernest G. Clark, ATTEST: Suzy 'c ares, CMC City Slerk Mayor Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-130 RESOLUTION PRELIMINARILY APPROVING PLANS, SPECIFICATIONS, FORM OF CONTRACT, ESTIMATE OF COST, ETC., IN CONJUNCTION WITH THE FY2015 SALVAGE ASPHALT CRUSHING PROGRAM AND FIXING THE DATE AND PLACE OF HEARING ON SAID PROJECT, AS MARCH 9, 2015, AT 5:30 P.M., IN HAROLD E. GETTY COUNCIL CHAMBERS, CITY HALL, WATERLOO, IOWA WITH THE TAKING OF BIDS THEREFORE, AND INSTRUCTING THE CITY CLERK TO PUBLISH THE NOTICE OF HEARING. WHEREAS, the City Council of the City of Waterloo, Iowa, heretofore instructed the Public Works Director of said City to prepare proposed plans, specifications, form of contract, estimate of cost, etc., in conjunction with the FY2015 Salvage Asphalt Crushing Program, in the City of Waterloo, Iowa, and WHEREAS, said Public Works Director did file said plans, specifications, form of contract, estimate of cost, etc., in conjunction with the FY2015 Salvage Asphalt Crushing Program. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, AS FOLLOWS: Section 1. That said proposed plans, specifications, form of contract, estimate of cost, etc., in conjunction with the FY2015 Salvage Asphalt Crushing Program, in the City of Waterloo, Iowa, be, and the same are hereby, preliminarily approved as filed. Section 2. That the Council of the City of Waterloo, Iowa, shall meet in the Harold E. Getty Council Chambers City Hall, in the City of Waterloo, Iowa, at 5:30 p.m. on the 9tf� day of March, 2015, for the purpose of holding a public hearing on proposed plans, specifications, form of contract, estimate of cost, etc., in conjunction with the FY2015 Salvage Asphalt Crushing Program, in the City of Waterloo, Iowa, with the taking of bids therefore. Section 3. That the City Clerk is hereby directed to publish notice of the time and place of said hearing in the Waterloo Courier. PASSED AND ADOPTED this 23rd day of February, 2015. g/(1Ernest G. Clark, ayor ATTEST: Suzy Shares, CMC City Clerk Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-131 RESOLUTION APPROVING ORDER ASSESSING PENALTY OF FIRST VIOLATION AND ORDER ACCEPTING ACKNOWLEDGMENT/SETTLEMENT AGREEMENT - FIRST VIOLATION FOR WALGREENS, 1850 LOGAN AVENUE, 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 February 23, 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 Walgreens, 1850 Logan Avenue, 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 23rd day of February, 2015. Ernest G. Clark, Mayor ATTEST: L Suzy Sc ares, CMC City Clerk Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-132 RESOLUTION APPROVING PARKING LEASE AGREEMENT WITH AGAPE REHABILITATION AGENCY, P.C. D/B/A/ AGAPE THERAPY AND DIRECTING EXECUTION OF SAID AGREEMENT BY MAYOR. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the Parking Lease Agreement dated February 23, 2015, to lease eight (8) City -owned parking spaces located adjacent to 403-405 Jefferson Street for $100 per month expiring on May 31, 2020, by and between Agape Rehabilitation Agency, P.C. d/b/a Agape Therapy of Waterloo, Iowa and the City of 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 23rd da of February, 2014. ATTEST: Suzy Scares, CMC City Cl rk 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. 2015-133 RESOLUTION APPROVING RECOMMENDATION OF AWARD OF BID TO VAN WALL EQUIPMENT OF URBANDALE, IOWA, IN CONJUNCTION WITH THE PURCHASE OF 2015 TURF MAINTENANCE EQUIPMENT, IN THE AMOUNT OF $178,357.00. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA: That the bid of Van Wall Equipment of Urbandale, Iowa, in the amount of $178,357.00, in conjunction with the Purchase of 2015 Turf Maintenance Equipment described in the specifications heretofore adopted by this Council for said purchase with Resolution No. 2015-52, after public hearing on January 26, 2015 on published notice required by law, be and is hereby accepted. PASSED AND ADOPTED this 23rd day of February, 2015. rnest G. Clar ATTEST: Suzy Sc ares, CMC City Cl rk , Mayor Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-134 RESOLUTION APPROVING RECOMMENDATION OF AWARD OF BID TO P & K MIDWEST OF WATERLOO, IOWA, IN CONJUNCTION WITH THE PURCHASE OF THREE (3) AFM 4216 LAND PRIDE MOWERS, IN THE AMOUNT OF $24,601.00. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA: That the bid of P & K Midwest of Waterloo, Iowa, in the amount of $24,601.00, in conjunction with the Purchase of Three (3) AFM 4216 Land Pride Mowers described in the specifications heretofore adopted by this Council for said purchase with Resolution No. 2015-52, after public hearing on January 26, 2015 on published notice required by law, be and is hereby accepted. PASSED AND ADOPTED this 23rd day of February, 2015. ATTEST: Suzy Sc a es, CMC City Cl 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. 2015-135 RESOLUTION APPROVING SALE OF USED JOHN DEERE GATOR TO THE WATERLOO SOFTBALL ASSOCIATION (WSA), IN THE AMOUNT OF $2,127.00. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA: That the sale of a used John Deere Gator to the Waterloo Softball Association, in the amount of $2,127.00, be and is hereby approved. PASSED AND ADOPTED this 23rd day of February, 2015. Ernest G. Clark, 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. 2015-136 RESOLUTION APPROVING RELEASE OF REVERSIONARY RIGHTS WITH BLACK HAWK CONTRACTING & DEVELOPMENT, INC. OF WATERLOO, IOWA AND DIRECTING EXECUTION OF SAID RELEASE BY MAYOR. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the Release of Reversionary Rights dated February 23, 2015, releasing and relinquishing all rights of reversion, or similar rights, arising from or in connection with a certain Development Agreement as such rights relate to real property now legally 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; by and between Black Hawk Contracting & Development, Inc. of Waterloo, Iowa and the City of 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 23rd day of February, 2015. Ernest G. Clark, 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. 2015-137 RESOLUTION APPROVING SUBMISSION OF GRANT APPLICATION FOR FUNDING FROM THE CEDAR TRAILS PARTNERSHIP FOR SIGNAGE AND MINOR MAINTENANCE ON THE SERGEANT ROAD TRAIL. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the submission of grant application dated February 23, 2015, in the maximum amount of $2,500.00, for funding from the Cedar Trails Partnership for signage and minor maintenance on the Sergeant Road Trail, be and the same is hereby approved. PASSED AND ADOPTED this 23rd day of February, 2015. ATTEST: Suzy Sch res, CMC City Cle k .,/'e gg', est G. Cl rk, Mayor Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-138 RESOLUTION APPROVING CONSTRUCTION PLANS FOR PAVING AND STORM SEWER SERVING NOTTINGHAM THIRD ADDITION, AS SUBMITTED BY WAYNE CLAASSEN ENGINEERING & SURVEYING, INC. OF WATERLOO, IOWA. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the construction plans for paving and storm sewer serving Nottingham Third Addition, as submitted by Wayne Claassen Engineering & Surveying, Inc. of Waterloo, Iowa, be and the same are hereby approved. PASSED AND ADOPTED this 23rd day of February, 2015. Ernest G. Clark, Mayor ATTEST: Suzy Scares, 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. 2015-139 RESOLUTION APPROVING AGREEMENT WITH WATERLOO WATER WORKS AND DIRECTING EXECUTION OF SAID AGREEMENT BY MAYOR. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the Agreement dated February 23, 2015, for water main replacements in conjunction with the F.Y. 2015 Street Reconstruction Program, Contract No. 873, by and between the Waterloo Water Works and the City of 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 23rd day of February, 2015. nest G. Clark, ayo ATTEST: Suzy Scares, 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. 2015-140 RESOLUTION APPROVING CONTRACT, BONDS, AND CERTIFICATE OF INSURANCE WITH BENTON'S SAND AND GRAVEL OF CEDAR FALLS, IOWA, IN CONJUNCTION WITH THE F.Y. 2015 GERALDINE ROAD - PHASE III, CONTRACT NO. 871, IN THE AMOUNT OF $514,955.64, AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE SAID DOCUMENTS. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA: That the Contract with Benton's Sand and Gravel of Cedar Falls, Iowa, for the F.Y. 2015 Geraldine Road - Phase III, Contract No. 871, in the amount of $514,955.64, signed on behalf of the City of Waterloo, Iowa by the Mayor and the City Clerk as of the 23ra day of February, 2015, together with the accompanying bond for the faithful performance of said Contract, as surety thereon, be, and the same are hereby approved, and the Mayor and City Clerk are hereby authorized to execute said documents. PASSED AND ADOPTED this 23rd day of February, 2015. //,511,-(,./A77/ CX i G�� %7 Ernest G. Clark, 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. 2015-141 RESOLUTION APPROVING PROFESSIONAL SERVICES AGREEMENT WITH JDE ENGINEERING, PLC OF WATERLOO, IOWA AND DIRECTING EXECUTION OF SAID AGREEMENT BY MAYOR. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the Professional Services Agreement dated February 23, 2015, in an amount not to exceed $46,500.00, for construction related services for the F.Y. 2015 Geraldine Road - Phase III, Contract No. 871, by and between JDE Engineering, PLC of Waterloo, 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 23rd day of February, 2015. Ernest G. Clark, Mayor ATTEST: Suzy Shares, 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. 2015-142 RESOLUTION APPROVING REQUEST OF WATERLOO CONVENTION AND VISITORS BUREAU FOR $25,000.00 IN HOTEL/MOTEL TAXES TO BE USED FOR SPECIAL PROJECTS USING FORFEITED TAX GRANT FUNDS. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the request from the Waterloo Convention and Visitors Bureau for $25,000.00 in hotel/motel taxes to be used for special projects using forfeited tax grant funds, be and the same is hereby approved. PASSED AND ADOPTED this 23rd day of February, 2015. ,0444.44- 441 Ernest G. Clark, Mayor ATTEST: Suzy S es, MC City Clerk Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-143 RESOLUTION APPROVING WATERLOO CONVENTION AND VISITORS BUREAU BOARD RECOMMENDATIONS TO FUND CVB PARTNER GRANTS FOR DAN GABLE WRESTLING MUSEUM, WATERLOO COMMUNITY PLAYHOUSE/BLACK HAWK CHILDREN'S THEATER, WATERLOO CENTER FOR THE ARTS, GROUT MUSEUM DISTRICT AND CEDAR VALLEY ARBORETUM & BOTANIC GARDENS. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the recommendations from the Waterloo Convention and Visitors Bureau Board to fund CVB Partner Grants for the following, be and the same are hereby approved: Dan Gable Wrestling Museum $ 6,816.00 Waterloo Community Playhouse/Black Hawk Children's Theater $13,296.00 Waterloo Center for the Arts $38,928.00 Grout Museum District $31,104.00 Cedar Valley Arboretum & Botanic Gardens $ 5,856.00 TOTAL $96,000.00 PASSED AND ADOPTED this 23rd day February, 2015. ATTEST: L.CGC-A--CSu Scha es, CMC City Cler Ernest G. Clark, Mayor -o C 0 C L (3.) (1) C .51 C — w C El) U to C 0 U C a)'>- a) o C 0 co < i r C I— 3 IL VJ O .0 a)[A Uz 1= sheet I �(\--.4109—C--I SOUTH DAKOTA MINNESOTA WATERLOO fey W. Shaulis Rd. Project Location Map San Marnan Rd. v 4- 4- 0 Construction Plans Nottingham Third Addition Waterloo, Black Hawk County, Iowa Year 2015 The current Specifications for Municipal Improvements for the City of Waterloo, Iowa and the Waterloo Water Works plus current Supplemental and Special Provisions thereof, in addition to the current edition of the SUDAS Specification Divisions 2 through 11 and noted sections of the current Edition of the Standard Specifications of the Iowa Department of Transportation, and current Supplemental Specifications and Special Provisions thereof, shall apply to all work on this project. Where conflicts between these specifications or between these specifications and the Construction Plans arise, the most stringent specification or plan requirement shall apply, as determined by the Engineer and Local Governmental Jurisdiction. U.S. HWY 20 Ansborough Ave. Index of Sheets 1. Title Sheet 2. General Notes 3. Estimated Quantities and Bid Reference Notes 4.-5. Bid Reference Notes 6. Typical Project Sections 7. Site Plan 8. Erosion Control Plan 9. Storm Water Detention Plan PLAN & PROFILES 10. Shelley Court 11. Storm Sewer Outlet to Prescotts Creek Intersection Details 12.-13. Shelley Court Cul—de—Sac Standard Details and Tabulations 14.-15. Sanitary Sewer and Services 16.-17. Storm Sewer 18. Longitudinal Subdrain 19.-21. Water Main Details and Services Cross Sections X1.—X8. Shelley Court `%0011IIIfFf. '` 1U nlY/rj''r �j1 '_y, +J: j Licensed . (���{{ nn pp f 7't170 ! Za 10 a .. ��: �ti Of �1�� I��I sfonal �nN�*a �h.alml�N Certification I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly Licensed Professional Engineer under the law- of the State of Iowa. '_ i William J. Cloassen. ' . 7 r r! 20 ' License No 9408 My license renewal date Is December 31. 2015 Pages or sheets covered by this sect•—L' THE "ENGINEER" AS INDICATED ON THESE PLANS, SPECIAL PROVISIONS AND OR PAYMENT WILL BE MADE FOR THIS. CONTRACT DOCUMENTS IS DEFINED AS: WAYNE CLAASSEN ENGINEERING AND SURVEYING, INC. 2705 UNIVERSITY AVENUE (P.O. BOX 898) WATERLOO, IOWA 50704 TELEPHONE: (319) 235-5294. FAX: (319) 235-0028 THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) IN ADDITION TO THE STANDARD SPECIFICATIONS, SERIES 2015 OF THE IOWA DEPARTMENT OF TRANSPORTATION, PLUS CURRENT. SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS SHALL APPLY TO ALL WORK ON THIS PROJECT. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF WATERLOO "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION". PLANS INCLUDED IN THE PROJECT ARE FOR THE PURPOSE OF ALIGNMENT, LOCATION AND SPECIFIC DIRECTIONS FOR THE WORK TO BE PERFORMED UNDER THE CONTRACT. IRRELEVANT DATA ON THESE SHEETS IS NOT TO BE CONSIDERED A PART OF THIS CONTRACT. THE PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK BETWEEN ALL EQUIPMENT SUPPLIERS, CRAFTS AND SUBCONTRACTORS INVOLVED IN THE PROJECT INCLUDING STAGING OF CONSTRUCTION AND CONSTRUCTION DETAILS. THE PRIME CONTRACTOR SHALL INSURE ALL REQUIRED BARRICADES, FENCING. DELINEATORS, AND SUCH ADDITIONAL SAFEGUARDS, SAFETY DEVICES AND PROTECTIVE EQUIPMENT ARE ERECTED AND MAINTAINED, AND TAKE SUCH ACTIONS AS ARE REASONABLY NECESSARY TO PROTECT THE LIFE AND HEALTH OF HIS EMPLOYEES, SUBCONTRACTORS AND THE PUBLIC IN THE VICINITY OF ALL CONSTRUCTION WORK ZONES. ALL ABOVE REFERENCED TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH PART VI OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). MILLENNIUM EDITION. ALL OBSTRUCTIONS TO THE WORK REMOVED BY THE CONTRACTOR TO FACILITATE CONSTRUCTION WHICH ARE NOT SHOWN FOR REMOVAL, OR ORDERED BY THE ENGINEER, SHALL BE REPLACED WITH EQUAL OR BETTER MATERIALS AS APPROVED. BY THE PROJECT ENGINEER. THE LOCATION OF ALL KNOWN EXISTING UTILITIES AND SEWERS INDICATED ON THESE PLANS ARE TAKEN FROM EXISTING RECORDS AND ARE NOT GUARANTEED BY THE OWNER OR THE ENGINEER; THEREFORE, THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. 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 UTILITIES AND SEWERS NOTED ON THE PLANS, AS DIRECTED IN THE HELD 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, UNLESS NOTED IN SPECIFIC ITEM REFERENCE DATA, AND SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK. THE CONTRACTORSHALL NOTIFY. THE RESPECTIVE UTILITIES AND/OR CITY DEPARTMENTS A MINIMUM OF FORTY-EIGHT (48) WORKING HOURS IN ADVANCE OF COMMENCING. WORK ON THE PROJECT AND TO THEREAT IER COORDINATE NECESSARY ADJUSTMENTS 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 UTILITIES OR SEWER. FACILITY UNLESS OTHERWISE NOTED. MID AMERICAN ENERGY 800-292-8989 MEDIACOM 232-8800 CENTURY LINK HELD LOCATES 1-800-292-8989 CITY OF WATERLOO SEWER DEPARTMENT 291-4446 CITY OF WATERLOO WATER WORKS DEPARTMENT 232-6280 CITY OF WATERLOO STREET DEPARTMENT 291-4267 CITY OF WATERLOO TRAFFIC OPERATIONS 291-4440 THE CONTRACTOR SHALL NOTE THAT EXISTING WATER, SEWERS, GAS, TELEPHONE; PROVISIONS AND ELECTRIC, ELECTRONIC AND OTHER, PUBLIC AND PRIVATE, UTILITIES, SERVICES AND CONNECTIONS FROM THESE UTILITIES MAY EXIST WITHIN OR ADJACENT TO THE WORK AREA. SPECIAL PRECAUTIONS MUST BE USED WHEN WORKING AROUND SAID. UTILITIES, SERVICES AND CONNECTIONS. PRIOR TO OPENING AN EXCAVATION, THE CONTRACTOR SHALL DETERMINE WHETHER PUBLIC OR PRIVATE UNDERGROUND INSTALLATIONS; I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATIONS OF SUCH AN INSTALLATION, THE EXACT LOCATIONS SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING AND, WHEN IT IS UNCOVERED. ADEQUATERALLATION. ALLKNOWN OWNERS OF UNDERGROUND FACILE PROVIDED LITIES INR THE E XISTING INSTALLATION. THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. THE ENGINEER SHALL FURNISH THE REQUIRED STAKES AND BENCH MARKS FOR THIS WORK IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL MAINTAIN ALL STAKES AND REPORT ANY DAMAGE TO THE ENGINEER. THE 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. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST TWO (2) WORKING DAYS PRIOR TO THE NEED FOR THE SURVEY STAKES AND BENCH MARKS. IF ANY SURVEY STAKES OR BENCH MARKS ARE CARELESSLY OR WILLFULLY DESTROYED OR DISTURBED BY THE CONTRACTOR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MISTAKES THAT MAY BE CAUSED BY THEIR LOSS OR DISTURBANCE, AND SHALL BE CHARGED FOR THE COST OF REPLACING THEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ITEMS NOT SPECIFIED FOR REMOVAL, RECONSTRUCTION, OR DEMOLITION.ALL AREAS INCLUDING BUT NOT UMITED TO ROADWAYS, DRIVES, STRUCTURES, LAWNS, CROP LAND, AND PARKING AREAS OUTSIDE THE PROJECT SCOPE OR CONSTRUCTION LIMITS WHICH ARE DAMAGED BY THE CONTRACTOR'S OPERATIONS DURING CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR, AS APPROVED BY THE PROJECT ENGINEER. NO SEPARATE PAYMENT SHALL BE MADE FOR SAID WORK AND IT SHALL BE CONSIDERED INCIDENTAL TO OTHER APPLICABLE WORK. CONTRACTORS WISHING TO MAKE SUBSURFACE EXPLORATIONS PRIOR TO SUBMITTING BIDS ON THE PROJECT SHALL CONTACT THE PROJECT ENGINEER TO MAKE NECESSARY ARRANGEMENTS PRIOR TO CONDUCTING SAID INVESTIGATIONS. THE CONTRACTOR SHALL NOT DISTURB DESIRABLE GRASS AREAS AND DESIRABLE TREES WITHIN OR 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 AREAS WILL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. BOND, MAINTENANCE, 2 -YEAR: CONTRACTOR SHALL GUARANTEE THE MAINTENANCE OF THE IMPROVEMENTS TO THE OWNER, THE CITY AND THE WATERLOO WATER WORKS FOR A PERIOD OF TWO (2) YEARS AFTER COMPLETION OF SAID IMPROVEMENTS AND ACCEPTANCE BY THE OWNER, THE WATERLOO WATER WORKS AND THE CITY. SAID BOND TO BE OF A FORM THAT IS ACCEPTABLE TO THE CITY AND WATERLOO WATER WORKS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CERTIFICATIONS AND CUT SHEETS ON ALL MATERIALS TO BE INCORPORATED INTO THE PROJECT, PRIOR TO ORDERING SUCH MATERIALS. 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 IOWA D.O.T. STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. NO PAYMENT WILL BE MADE FOR THIS ITEM. IT SHALL BE CONSIDERED INCIDENTAL TO OTHER APPLICABLE ITEMS, ESTIMATED QUANTITY FOR NEW CONCRETE PAVEMENT INCLUDES ALL INTEGRAL CURB, ALL STREET RETURNS AND SPECIAL AREAS OF REPAIRS TO CONNECTING PAVEMENTS. SPECIAL CARE SHALL BE TAKEN WHEN FORMING AT INTERSECTIONS SO THAT THE PROFILES AND ELEVATIONS SHOWN ON THE CROSS SECTIONS, STREET RETURN PROFILE SHEETS, AND STAKING DIAGRAM SHEETS ARE OBTAINED. SHORT LENGTHS OF FORMS OR FLEXIBLE FORMS MAY BE NECESSARY AT THESE LOCATIONS. TO OBTAIN THE CORRECT FORM GRADES AT LOW POINTS WHERE INTAKES ARE LOCATED, THE CONTRACTOR MUST EXERCISE EXTREME CARE WHEN PAVING FULL WIDTH PAVEMENTS. THIS MAY REQUIRE POURING ONE HALF OF THE PAVEMENT AT A TIME DR OTHER METHODS APPROVED BY THE ENGINEER. CONTRACTOR I5 TO USE DUE CAUTION IN WORKING OVER AND AROUND ALL TILE LINES. BREAKS IN THE LINE DUE TO THE CONTRACTOR'S CARELESSNESS ARE TO BE REPLACED AT HIS/HER EXPENSE WITHOUT COST TO THE OWNER. EXISTING TILE LINES THAT MUST BE CUT FOR INSTALLATION OF SEWER OR WATER LINES WILL BE REPLACED AS DIRECTED BY THE OWNER'S REPRESENTATIVE AT THE OWNER'S EXPENSE AS PER THE APPLICABLE BID ITEM. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, FOR CITY OF WATERLOO APPROVAL, ALL ROUTES OF HAUL OF MATERIALS TO THE PROJECT SITE. ROUTES OF HAUL WILL BE LIMITED TO THOSE ROUTES WHICH ARE APPROVED BY THE CITY OF WATERLOO. THE CONTRACTOR SHALL MECHANICALLY COMPACT ALL EXCAVATIONS TO A MINIMUM OF 97% OF STANDARD PROCTOR DENSITY AT -2% TO +4% OF OPTIMUM MOISTURE IN MAXIMUM LIFTS OF 8" LOOSE THICKNESS. THE CONTRACTOR SHALL ADJUST THE MOISTURE OF. ALL BACKFILL TO WITHIN THIS RANGE. PRIOR TO PLACING IT INTO TRENCHES OR UPON THE ROADBED FOR SUBSEQUENT COMPACTION. THERE SHALL BE NO SEPARATE PAYMENT FOR THIS WORK. EROSION CONTROL FENCING DISTURBED BY CONSTRUCTOR OR OTHER ACTIVITIES ON THE SITE SHALL BE REPLACED AT NO COST TO THIS CONTRACT. THE CONTRACTOR SHALL MAINTAIN ALL EROSION. CONTROL FENCING TO PREVENT THE TRANSPORT OF SEDIMENT OFF-SITE AT NO ADDITIONAL COST TO THIS CONTRACT. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL FENCING AND OTHER EROSION CONTROL ITEMS WITHIN 48 HOURS OF THE TIME FIRST INSTRUCTED BY THE ENGINEERS. THE CONTRACTOR AND ALL OF HIS/HER SUBCONTRACTORS SHALL MAKE THEMSELVES FAMILIAR WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES DISCHARGE OF STORMWATER FROM THIS PROJECT AND SHALL COMPLY WITH ALL ASPECTS OF THE IOWA NPDES STORM WATER GENERAL PERMIT NO. 2, THE PERMIT FOR THIS PROJECT, THE CITY OF WATERLOO STORM WATER REGULATIONS AND THE EROSION CONTROL PLAN FOR THIS PROJECT. THE • CONTRACTOR AND ALL OF HIS/HER SUBCONTRACTORS SHALL SIGN THE CERTIFICATION STATEMENT PROVIDED FOR THE NPDES PERMIT FOR THIS PROJECT. THE CONTRACTOR'S Al IENTION IS DIRECTED TO THE EXISTING SURFACE WATER AND. GROUNDWATER CONDITIONS AT THE PROJECT. SURFACE WATER AND GROUNDWATER IS PRESENT IN. THE WORK AREA AND WILL AFFECT WORKING CONDITIONS AT THE SITE. THE CONTRACTOR IS REQUIRED TO PROVIDE AND USE ALL NECESSARY MATERIALS, EQUIPMENT AND LABOR NECESSARY TO COMPLETE ALL PORTIONS OF THE PROJECT AS PER THE PLANS AND SPECIFICATIONS AT NO ADDITIONAL COST ATTRIBUTABLE TO SURFACE, WATER OR GROUNDWATER. • EACH CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF HIS/HER. WORKERS, HIS/HER SUBCONTRACTOR'S AND THE PUBLIC. WATER MAIN AND SERVICE INSTALLATION AND MATERIALS ARE TO BE IN ACCORDANCE WITH THE STANDARDS OF THEWATERLOO WATER WORKS, ON FILE IN THE OFFICE OF THE IOWA DEPARTMENT OF NATURAL RESOURCES, AND -THE "IOWA -STANDARDS FOR WATER SUPPLY DISTRIBUTION SYSTEMS". SANITARY SEWER AND WATER SERVICES TO BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE WATERLOO PLUMBING INSPECTOR. BIDDERS SHALL REVIEW THESE REQUIREMENTS PRIOR TO SUBMITTING BIDS: 1- Bid Reference Notes 001. TOPSOIL STRIP SALVAGE AND STOCKPILE ITEM TO BE COMPLETED IN ACCORDANCE WITH ARTICLE 2105 OF THE IOWA DOT STANDARD SPECIFICATIONS: IT WILL BE NECESSARY FOR THE CONTRACTOR TO STAGE, STOCKPILE OR CROSS -HAUL SOME EXCAVATION IN ORDER TO FACILITATE REMOVAL, DISPOSAL AND PROPER PLACEMENT OF MATERIAL. THE CONTRACTOR MAY ELECT TO UTILIZE TEMPORARY OFF-SITE STOCKPILE AREAS PROVIDED BY THE CONTRACTOR FOR EXCAVATED MATERIALS. ANY SUCH STAGING, STOCKPILING OR CROSS -HAULING OF THE EXCAVATION OTHER THAN AS DESCRIBED ON PLANS SHALL NOT BE MEASURED FOR PAYMENT BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. ITEM INCLUDES SEPARATION TO SEPARATE STOCKPILE AREAS OF THE MORE SUITABLE MATERIAL TO BE RE -SPREAD UNDER ITEM NO. 003 FOR THE ESTABLISHMENT OF. ' DESIRABLE VEGETATION, AS APPROVED. BY THE ENGINEER, ON THIS PROJECT. NO SEPARATE MEASUREMENT OR PAYMENT FOR OVER -HAUL WILL BE MADE FOR THIS ITEM ON THIS PROJECT. ITEM INCLUDES THE EXCAVATION OF APPROXIMATELY 12" DEPTH AS NOTED ON THE PROJECT CROSS-SECTIONS. IF THE ENGINEER DETERMINES, DURING EXCAVATION OPERATIONS, THAT AREAS OF UNDESIRABLE, UNSUITABLE AND/OR UNSTABLE AREAS OF SOIL EXIST AFTER THE TOPSOIL EXCAVATION HAS BEEN COMPLETED, HE MAY ORDER ADDITIONAL EXCAVATION TO REMOVE SAID MATERIALS. THIS "BELOW GRADE" EXCAVATION SHALL BE MEASURED AND PAID FOR AT THE UNIT BID PRICE FOR THIS ITEM, TOPSOIL STRIP, SALVAGE AND STOCKPILE. ALL STOCKPILE AREAS SHALL HAVE 4(H) TO 1(V) FLATTER SLOPES.STOCKPILE AREAS TO BE LOCATED BY ENGINEER AT TIME OF CONSTRUCTION. ITEM INCLUDES DISKING, STRIPPING AND SEPARATELY STOCKPILING CROP AND OTHER VEGETATION FROM ALL CUT AND FILL AREAS. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS. 002. CLASS 10 EXCAVATION ITEM INCLUDES ALL GRADING TO THE LINES AND GRADES SHOWN ON THESE PLANS, CROSS-SECDONS SITE PLAN AND TYPICAL SECTIONS AND ALL NECESSARY ON-SITE. BORROW. INCLUDES CUT AND FILL CONSTRUCTION. ALL AREAS SHALL BE COMPACTED TO 97% OF STANDARD PROCTOR DENSITY AT -2% TO +4% OF OPTIMUM. EXCAVATION MATERIALS DEEMED UNSUITABLE BY THE ENGINEER SHALL BE USED AS SITE FILL AWAY FROM ROADWAY CONSTRUCTION AS DIRECTED BY THE ENGINEER. NO ADDITIONAL MEASUREMENT OR PAYMENT FOR THIS WORK SHALL BE MADE. IT WILL BE NECESSARY FOR THE CONTRACTOR TO STAGE, STOCKPILE OR CROSS -HAUL SOME EXCAVATION IN ORDER TO FACILITATE REMOVAL, DISPOSAL AND PROPER PLACEMENT OF MATERIAL. ANY SUCH STAGING, STOCKPILING, DISPOSAL OR CROSS -HAULING OF THE EXCAVATION SHALL NOT BE MEASURED FOR PAYMENT BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. NO PAYMENT FOR OVER -HAUL OR SOIL MOISTURE ADJUSTMENT WILL BE MADE. ITEM INCLUDES 12" SCARIFICATION AND COMPACTION OF IN-SITU SOIL UNDER ALL STRIPPED TOPSOIL. THE ELEVATION OF THE SUBGRADE SURFACE WILL BE CHECKED WITH A STRINGLINE FOR PROPER GRADE BY THE CONTRACTOR AFTER PAVING STAKES ARE SET. THE SURFACE OF THE SUBGRADE SHALL BE CORRECTED IN BOTH PROFILE AND CROSS-SECTION TO THE EXTENT THAT IT IS NOT HIGHER THAN THE DESIGNED ELEVATION AND AT NO POINT IS LOWER THAN 0.05 FOOT BELOW THIS ELEVATION. ITEM INCLUDES BACKFILLING THE BACK OF CURB AND SIDEWALK AREAS AFTER PAVING OPERATIONS AND UNIFORMLY EXCAVATING AND GRADING THE SITE AS SHOWN ON THE SITE GRADING PLAN. BACKFILLING CURBS AND FINISH GRADING TO BE COMPLETED WITHIN 14 CALENDAR DAYS AFTER PAVING IS COMPLETE. 003 .CLASS 10 OFFSITE BORROW ITEM INCLUDES PROCUREMENT, HAULING,' PLACING AND COMPACTION WITH MOISTURE AND DENSITY. CONTROLS AS. INDICATED IN BID ITEMS ABOVE. MATERIAL IS TO MEET SELECT MATERIAL REQUIREMENTS AND SHALL. BE APPROVED IN ADVANCE BY ENGINEER, SUITABILITY TESTING TO BE AT OWNER'S EXPENSE, 003. TOPSOIL, RESPREAD • MATERIAL SHALL BE RE -SPREAD, SHAPED, FINISHED AND SMOOTH. DRAGGED TO ACHIEVE REASONABLE CLOSE CONFORMANCE TO THE SLOPES AND GRADES SHOWN ON THE PLANS AND CROSS-SECTIONS OR MODIFIED BY THE. ENGINEER SO THAT THE FINAL CROSS-SECTIONS REFLECT THAT THE AVERAGE MEET LINES HAVE BEEN MET AND PROPER SITE DRAINAGE IS ACHIEVED AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL COMPLETE EROSION CONTROL WORK ON ANY FINISHED AREA WITHIN 5 WORKING DAYS AFTER COMPLETION OF THIS ITEM. TOPSOIL SHALL BE RE -SPREAD TO - A UNIFORM THICKNESS OF 4". THE TOP FOUR (4). INCHES SHALL BE LEFT FREE OF ALL ROCK AND ANY DEBRIS, AND SHALL BE SUITABLE FOR THE ESTABLISHMENT OF VEGETATION, AS APPROVED BY THE ENGINEER,' WITH NO SEPARATE MEASUREMENT OR PAYMENT. •EXCESS TOPSOIL SHALL. BE STOCKPILED ON-SITE IN DESIGNATED' AREA WITH MAXIMUM 4:1 SIDESLOPES 004. REVETMENT CLASS "E" RIP -RAP THIS ITEM IS TO BE PLACED AT END OF THE P-1 STORM SEWER OUTLET AS DIRECTED BY ENGINEER. ITEM INCLUDES ENGINEERING FABRIC PLACED UNDER ALL RIP RAP, SAID FABRIC IS INCIDENTAL TO THIS ITEM. EXCAVATION FDR PLACEMENT, DISPOSAL OF EXCAVATION, COMPACTION OF. ITEM, SHAPING AND FINAL GRADING OF AREA AS DIRECTED BY THE ENGINEER IN THE FIELD SHALL ALSO BE INCIDENTAL TO THIS ITEM. THIS WORK TO BE COMPLETED AS PER STANDARD SPECIFICATION 2507, 005. SEED FERTILIZE AND MULCH (DOT RURAL MIX) BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, SEED, FERTILIZING, MULCHING AND OTHER ITEMS NEEDED FOR COMPLETION IN CONFORMANCE WITH ARTICLE 2601 OF THE IDOT STANDARD SPECIFICATIONS. ALL DISTURBED AREAS EXCEPT FOR PAVED AREAS ARE INCLUDED IN THIS ITEM. ITEM TO BE COMPLETED WITHIN 21 CALENDAR DAYS AFTER PAVING IS COMPLETED. 005. TURF REINFORCEMENT MAT (TRM) BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, NEEDED FOR INSTALLATION. MATERIALS AND CONSTRUCTION TO MEET THE REQUIREMENTS OF IDWA DOT STANDARD SPECIFICATION 2601 AND STANDARD ROAD PLAN EC -101. ITEM IS FOR PLACEMENT AROUND STORM ST -1 AND ST -2. 101. SANITARY SEWER MANHOLE STANDARD STANDARD PRE -CAST MANHOLE BASE SECTIONS SHALL BE SUPPLIED WITH A-LOK OR APPROVED EQUAL MANHOLE PIPE CONNECTORS; SET TO THE APPROVED PIPE ELEVATIONS AND ALIGNMENT AS SHOWN ON THE WORK DRAWINGS SUBMITTED TO THE ENGINEER FOR REVIEW. ALL MANHOLE BASE SECTIONS SHALL BE SET OR CONSTRUCTED ON A MINIMUM EIGHT (8) INCH COMPACTED BASE CONSTRUCTED WITH MATERIAL MEETING THE REQUIREMENTS OF IOWA D. 0. T. STANDARD SPECIFICATION SECTION 4109 GRADATION NO. 3o. COMPACTED BASE CONSTRUCTION WORK AND MATERIAL SHALL BE INCIDENTAL TO THIS ITEM. STANDARD PRE -CAST MANHOLE SECTIONS SHALL HAVE STANDARD "0 -RING" JOINTS AND SHALL BE MORTARED ON THE INSIDE AND OUTSIDE. INCLUDING. LIFTING HOLES, WITH A GROUT THAT SHALL SHOW NO SHRINKAGE IN ACCORDANCE WITH ASTM C-827-78 PRIOR TO AN INITIAL SETTING AND SHALL SHOW NO SHRINKAGE IN THE HARDENED STATE UNDER ASTM C-157-77. ALL GROUTING SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF ACI, CSI AND THE MANUFACTURER'S PUBLISHED SPECIFICATIONS FOR MIXING AND PLACING. THE CONTRACTOR SHALL SUBMIT PROPOSED GROUT DATA TO THE ENGINEER FOR APPROVAL PRIOR TO USE. FINAL MANHOLE ACCEPTANCE TESTING SHALL BE COMPLETED WITH THE FRAME AND UD SET TO FINAL GRADE, THE MANHOLE BACKFILLED, AND IN ACCORDANCE WITH TEST INSTRUCTIONS FOR THE "AIR -LOC" PLATE STYLE MANHOLE TESTER BY CHERNE INDUSTRIES, INC., OR AS APPROVED IN ADVANCE BY THE ENGINEER. 1. IT IS RECOMMENDED THAT THE CONTRACTOR PRETEST THE MANHOLE PRIOR TO FINAL ACCEPTANCE TESTING TO ALLOW TIME FOR ANY REPAIRS TO BE MADE PRIOR TO SAID TESTING DELAYING FURTHER CONSTRUCTION. 2. THE CONTRACTOR SHALL GIVE THE ENGINEER ONE (1) NORMAL WORKING DAY PRIOR NOTICE TO SCHEDULE ACCEPTANCE MONITORING OF FINAL MANHOLE ACCEPTANCE TESTING. SANITARY SEWER MANHOLE FRAMES AND LIDS SHALL CONFORM TO THE FOLLOWING. OR APPROVED EQUAL AS APPROVED BY THE PROJECT ENGINEER, MODIFIED TO INCLUDE WATERTIGHT, SELF SEALING, NON-LOCKING MANHOLE FRAMES AND COVERS, 1. NEENAH : R-1642 MANHOLE RING AND SOLID COVER. 2. DEETER FOUNDRY, INC.: 1247 MANHOLE RING AND SOLID COVER. CONSTRUCTION OF ALL MANHOLES SHALL PROVIDE A MINIMUM OF FOUR (4) INCHES AND A MAXIMUM OF TWELVE (12) INCHES OF TWO (2) FOOT INSIDE DIAMETER SPACER RINGS, GROUTED IN PLACE WITH AN APPROVED NON- SHRINKING GROUT, THE CASTING SHALL BE SET TO FINAL GRADE UTILIZING "E -Z STICK" AS SUPPLIED BY PRESS -SEAL GASKET CORP., OR AN APPROVED EQUAL, FOR THE FULL BEARING SURFACE TO INSURE WATER TIGHTNESS. THE CONTRACTOR SHALL GIVE THE ENGINEER ONE (1) NORMAL WORKING DAY PRIOR NOTICE TO SCHEDULE ACCEPTANCE TESTING. (NOT INCLUDING SATURDAYS, SUNDAYS OR HOLIDAYS). ALL SAID WORK OF TESTING OF SEWER LINES SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. ITEMS INCLUDE ALL MATERIALS, FITTINGS, SEWER PLUGS, TOPSOIL SEPARATION AND RE -SPREADING, EXCAVATION, EMBEDMENT MATERIAL, BACKFILL UNDER MOISTURE AND DENSITY CONTROL, TESTING, DEWATERING, LABOR AND EQUIPMENT NECESSARY TO CONSTRUCT THESE ITEMS, ALL SANITARY MANHOLES SHALL HAVE CRETEX MANHOLE CHIMNEY SEALS,AS PER ASTM C923. SAID SEALS SHALL INCLUDE A 3/16" MIN THICKNESS, EXTRUDED OR MOLDED RUBBER SLEEVE, DOUBLE PLEATED WITH MINIMUM UNEXPANDED WIDTH OF 8" AND SHALL BE CAPABLE OF EXPANSION TO 10' WHEN INSTALLED. UPPER AND LOWER CONTACT SURFACES SHALL HAVE MULTIPLE, CONTINUOUS SEALING FINS MOLDED INTO THE SLEEVE. THE RUBBER SLEEVE SHALL BE MOUNTED TD THE INTERIOR OF THE MANHOLE WITH EXPANDABLE, STAINLESS STEEL CONFORMING TO ASTM A240, TYPE 304. BANDS SHALL BE A 16-GUAGE BY 1-3/4" WDE (MIN). SCREWS, BOLTS AND NUTS SHALL BE STAINLESS STEEL CONFORMING TO ASTM F593 AND F594, TYPE 304,. CHIMNEY SEALS ARE TO BE INSTALLED AS PER THE MANUFACTURER'S INSTRUCTIONS, EARTHWORK Estimated Project Quantities ITEM NO ' DESCRIPTION UNITS EST,.On. .. 001.. TOPSOIL STRIP, SALVAGE, AND STOCKPILE GT 11131 002. CLASS ID EXCAVATION C.Y.. 11499 003, CLASS 10 EXCAVATION, OFFSITE BORROW CY. 7851 004 TOPSOIL RESPREAD C.Y. 1,700 DOS.. REVETMENT, CLASS "C' RIP -RAP TON 1s 006. SEED, FERTILIZE, AND MULCH (IDOT RURAL MIX) ACRES 15 007. TURF REINFORCEMENT MAT (TRM) . SY, 555 SANITARY SEWER CONSTRUCTION ITEM NO. DESCRIPTION - UNITS EST. QTY. lOt SANITARY SEWER MANHOLE, STANDARD EACH 3310 502, SANITARY SEWER. 8 -INCH DIA. LF 50 103, SANITARY SEWER SERVICE PIPE, NEW 4 -INCH DIA. LF 209 104 SANITARY SEWER SERVICE TEE CONNECTION, 4 -INCH X 8 -INCH DIA. LE 4 105' SANITARY SEWER SERVICE PIPE, EXTEND EXISTING, 4 -INCH DIA_ L,F, 33 106. TAP EXISTING SANITARY SEWER MANHOLE EACH 1 107. ADJUST TOP OF EXISTING SANITARY SEWER MANHOLE EACH 3 STORM SEWER CONSTRUCTION ITEM NO, DESCRIPTION 201. STORM SEWER INTAKE, I,DO. T. SW -510' 204 205. 206. UNITS EST, OTT. STORM SEWER INTAKE, 1.0.O.T. SW -513, 48' X 48' STORM SEWER INTAKE, LOOT. SW -513, 72" X 72" EACH EACH APRON, STORM SEWER. 21 -INCH DIA., 20000 RCP WITH SUDAS 4030.221 FOOTING STORM SEWER, 21 -INCH DIA., 20000 RCP STOR EWER, 24 -INCH DIA., 20000 RCP STORM SEWER, 30 -INCH DIA., 20000 RCP 208. STORM SEWER, 33 -INCH DIA_ 20000 RCP 209, STORM SEWER,: 36 -INCH DIA., 2000D RCP 210. STORM SEWER, 42 -INCH DIA., 2000D RCP 211. CULVERT, 24 -INCH DIA., 2000D RCP 212. APRON, CULVERTS, 24 -INCH DIA„ 20000 RCP LONGITUDINAL SUBDRAIN CONSTRUCTION ITEM NO, 301, 304. DESCRIPTION 4 LONGITUDINAL SUBDRAIN, 6 -INCH DIA., IN POROUS BACKFILL SUMP PUMP SUBORAIN OUTLET TO SUBDRAIN, COMPLETE UNITS EST OP( EACH 1519 SUBDRAIN OUTLET TO STORM INTAKE, DR -303, WITH GALVANIZED RODENT GRATE, COMPLETE 'EACH 8 STORM WATER DETENTION SUBDRAIN, 4 -INCH DIA., IN POROUS BACKFILL WATER CONSTRUCTION DESCRIPTION WATER MAIN, DUCTILE IRON, THICKNESS CLASS 52, 8` DIA. DIA. GATE VALVE,' COMPLETE WIT, VALVE BOX AND MEGA LUGS REMOVE AND RESET HYDRANT WITH NEW ASSEMBLY, COMPLE EW FIRE HYDRANT ASSEMBLY, M,J., 6,5' BURY, COMPLETE BEND, 11,25 8" DIA., 01 P„ 48TH THRUST RESTRAINT SERVICE, COPPER TH THRUST RESTRAINT TH' THRUST RESTRAINT UNITS EACH 1,317 EST, OTT, 859 EAC EACH EACH EACH ATER SERVICE, COPPER, 2" DIA. ATER SERVICE CONNECTION, I" DIA„ COMPLETE ATER SERVICE CONNECTION, 2' DIA., COMPLETE 412. TIE-IN TO EXISTING WATER MAIN PAVING CONSTRUCTION EACH ACH ITEM NO. DESCRIPTION . UNITS ESE WE 501. SUBBASE, GRANULAR, 8" COMPACTED THICKNESS S T 3310 502, PAVEMENT, P.C. CONCRETE, 6" THICK, 16TH INTEGRAL CURB, I.0.0.T. CLASS C-4 S.Y. 2769 ITEM N0. DESCRIPTION UNITS EST OTT. 601. SILT FENCE (EROSION CONTROL FENCING) .L.F. 2,700 602. SILT FENCE (FOR DITCH CHECKS EROSION ) L.F. - 240 603. REMOVE, ROAD CLOSURE SIGNAGE LUMP SUM LUMP SUM 604. TRAFFIC. CONTROL LUMP SUM LUMP SUM 605, MAINTENANCE BOND, 2 -YEAR LUMP SUM LUMP SUM 606. 12" DIA., 10' LONG, STRAW FILLED WATTLES FOR INLET PROTECTION EA 13 ADDITIONAL PRICES - BIDDER IS TO SUBMIT PRICES FOR THE FOLLOWING ITEMS THAT MAY OR MAY NOT BE NEEDED FOR THIS PROJECT. ITEM ND. DESCRIPTION UNITS EST. DIY. Al_ FOUNDATION MATERIAL TONS UNKNOWN A2. REPLACE EXISTING FIELD DRAIN TILE CROSSING, 3' TO 0" DIA. - EACH UNKNOWN A3. CLASS 12 EXCAVATION( HAUL OFFSITE AND DISPOSE OF ROCK AND RUBBLE C.Y. .UNKNOWN Bid Reference Notes 102. SANITARY SEWER. 8 -INCH DIA. WITH TEES AND WYES ITEM TO BE CONSTRUCTED WITH PVC TRUSS COMPOSITE PIPE WITH ELASTOMERIC JOINTS AND CLASS 1A EMBEDMENT MATERIAL FROM 4 INCHES BELOW THE PIPE TO 6 INCHES ABOVE THE TOP OF THE PIPE, ALL IN ACCORDANCE WITH ASTM D-2660, ASTM D-3212 AND THE STANDARD SPECIFICATIONS OF THE CITY OF WATERLOO AND THESE PLANS AND SPECIFICATIONS. ESTIMATED ASURED ALL TO INSIDE WALL OF MANHOLES. QUANTITY INCLUDES WATERTIGHT PLUGS AT M INSIDE HE UPSTREAM ENDS OF ALL. SEWERS NOT ENDING IN A MANHOLE. ITEMS INCLUDE CLEANING THE SEWER LINES OF ALL DEBRIS PRIOR TO TESTING. ITEMS INCLUDE COORDINATING WITH THE WATERLOO SEWER DEPARTMENT FOR THE CITY'S INTERNAL TELEVISION. INSPECTION OF THE SANITARY SEWER PRIOR TO TESTING BY THE CONTRACTOR ITEMS INCLUDE LOW PRESSURE AIR LEAK TESTING OF THE SANITARY SEWER WITH SANITARY SEWER SERVICE LINES IN PLACE AS DESCRIBED HEREIN AFTER THE SEWER HAS BEEN CLEANED AND PASSED TELEVISION INSPECTION. 1. ALL SANITARY SEWER -PIPE SHALL BE LOW PRESSURE AIR LEAK TESTED IN THE PRESENCE OF THE ENGINEER. THIS SHALL INCLUDE AN APPROVED METHOD TO ISOLATE THE EXISTING SANITARY SEWER UNE FROM THE NEW CONSTRUCTION AT THE - POINT OF CONNECTION. ACCEPTANCE TESTING SHALL BE IN ACCORDANCE WITH ASTM F AND UNI -BELL PVC PIPE ASSOCIATION UNI -B-6-90, AS APPROVED BY HE ENGINEER. ALL TESTING PRESSURE GAUGES AND EQUIPMENT CONTROLS SHALL BE IN AN ABOVE GROUND CONTROL PANEL. ACCEPTANCE TESTING SHALL INCLUDE, -BUT NOT BE LIMITED TO THE. FOLLOWING MINIMUM TEST REQUIREMENTS. A.) AVERAGE GROUNDWATER BACK PRESSURE FOR THE SEWER BEING TESTED SHALL BE BASED UPON THE GROUNDWATER ELEVATION OBSERVED AT THE NEAREST SOIL BORING LOCATION MADE BY THE ENGINEER'S GEOTECHNICAL CONSULTANT FOR THE PROJECT: B.) A STABILIZATION PERIOD OF AT LEAST TWO (2) MINUTES AT 4.0 PSIG GREATER THAN THE AVERAGE GROUNDWATER ELEVATION SHALL PRECEDE THE TEST. C.) AFTER THE STABILIZATION PERIOD, THE TEST MAY BEGIN WHEN. THE TEST PRESSURE IS 3.5 TO 4.0 PSIG GREATER THAN THE PSIG OR LESS IS ALLOWABLE WITHIN THE COMPUTED UNI -B-6-90 MINIMUM TEST TIME TO SATISFACTORILY PASS THE TEST. THE CONTRACTOR SHALL GIVE THE ENGINEER ONE (1) NORMAL WORKING DAY PRIOR NOTICE TO SCHEDULE ACCEPTANCE TESTING. (NOT INCLUDINGSATURDAYS, SUNDAYS OR HOLIDAYS) ALL SAID WORK OF TESTING OF SEWER LINES SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. 2. HE CONTRACTOR SHALL CORRECT ALL DEFECTS UNTIL THE SEWER PASSES THE TESTS. S INCLUDE ALL PIPE, FITTINGS, RE -SPREADING, EADISEWER NG, EXCAV TION, EMBEDMENT MATERIAL,O BACKFILL IL SEPARATION AND DENSITY CONTROL, TESTING, DEWATERING, LABOR AND EQUIPMENT NECESSARY TO CONSTRUCT THESE ITEMS. 103. SANITARY SEWER SERVICE. NEW 4 -INCH DIA. 104. SANITARY SEWER SERVICE TEE CONNECTION 4 -INCH X 8 -INCH DIA. 105. - SANITARY SEWER SERVICEPIPE, EXTEND EXISTING, 4 -INCH DIA. ITEMS TO BE CONSTRUCTED WITH PVC SDR 23.5 PIPE W/ELASTOMERIC JOINTS IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM 0 3034 AND D 2680. NEW TEES TO BE INSTALLED ON EXISTING 8" DIA. TRUSS PIPE WITH MANUFACTURED, RUBBER GASKETED PVC COUPLERS, NOT FERNCO TYPE CONNECTORS. ALL SANITARY SEWER SERVICE STUBS SHALL BE PLUGGED AND RESTRAINED WATERTIGHT BY USING AN APPROVED STOPPER, RATED FOR THE MAXIMUM TEST PRESSURE. ENDS OF ALL SERVICE STUBS SHALL BE MARKED WITH A MINIMUM 1D FOOT LENGTH OF 2" X 4" (APPROVED BY THE ENGINEER) AND MARKED WITH AN ORANGE METAL (T -SECTION) STEEL POST, MEETING THE REQUIREMENTS OF IOWA D. 0. T. STANDARD SPECIFICATION SECTION 4154.09. ALL SAID WORK AND MATERIALS SHALL BE CONSIDERED INCIDENTAL TO SAID ITEMS. ITEMS TO BE INSTALLED UNDER THE REQUIREMENTS OF THE CITY OF WATERLOO PLUMBING REQUIREMENTS FOR SANITARY SEWER SERVICE CONSTRUCTION. ITEMS INCLUDE ALL PIPE, FITTINGS, SEWER PLUGS, TOPSOIL SEPARATION AND RE -SPREADING, EXCAVATION, RUBBER GASKETED WATERTIGHT COUPLERS, EMBEDMENT MATERIAL BACKFILL UNDER MOISTURE AND DENSITY CONTROL, TESTING, DEWATERING, LABOR AND EQUIPMENT NECESSARY TO CONSTRUCT THESE ITEMS. 106. TAP EXISTING SANITARY SEWER MANHOLE ITEM INCLUDES CORE DRILLING EXISTING MANHOLE WALL AND INSTALLING APPROVED FLEXIBLE WATERTIGHT MANHOLE CONNECTOR SPECIFICALLY MADE FOR WATERTIGHT CONNECTIONS TO EXISTING MANHOLES. 107. ADJUST TOP OF EXISTING SANITARY SEWER MANHOLE ITEM INCLUDES ADJUSTING TOP. OF EXISTING MANHOLE AND INSTALLING APPROVED INTERIOR MOUNTED CHIMNEY SEAL AS PER PLAN DETAILS, 201. STORM SEWER INTAKE. LD.O.T. SW -510. 202. STORM SEWER INTAKE I.0 O.T. SW -513. 48" X 48" 203. STORM SEWER INTAKE, I D.0 T. SW -513 72" X 72" SEE IOWA DEPARTMENT OF TRANSPORTATION STANDARD ROAD PLANS SW -510 AND 513. BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EXCAVATION, COMPACTED BACKFILL, DEWATERING AND APPURTENANT ITEMS FOR COMPLETE INSTALLATION. ALL OUTLET PIPES FOR LONGITUDINAL SUBDRAINS SHALL BE INSTALLED IN FORMS PRIOR TO POURING INTAKES. THIS WILL BE CONSIDERED INCIDENTAL. SEE DETAILS INCLUDED IN THESE PLANS. CONTRACTOR TO COMPLETE STRUCTURE BOXOUTS AND TOPS WITHIN 14 CALENDAR DAYS AFTER PAVING IS COMPLETE. NOTE THAT STRUCTURES ST -4, -5, -7 AND -8 ARE MODIFIED TO INCREASED SIZE TO ACCOMMODATE INLET/OUTLET STORM SEWERS. REINFORCEMENT STEEL, SPACING AND WALL THICKNESSES SHALL BE MODIFIED TO PROVIDE THE SAME STRUCTURAL DESIGN AS STANDARD SW -510 STRUCTURES. THIS IS INCIDENTAL TO HIS ITEM. ALL INTAKES TO BE CAST IN PLACE WITH NO PRE -CAST CONCRETE COMPONENTS:. ALL CONCRETE TO BE IOWA DOT CLASS "C" OR "M" WITH CLASS 3 AGGREGAEAND WITHOUT SLAG. 204. 205. 206. 207. 208. 209. 210. 211. 212. APRON, STORM SEWER, 21 -INCH DIA., 2000D RCP WITH SUDAS 4030.221 FOOTING STORM SEWER 21 -INCH DIA.. 2000D RCP STORM SEWER 24 -INCH DIA.. 2000D RCP STORM SEWER, 30 -INCH DIA., 20000 RCP STORM SEWER, 33 -INCH DIA. 2000D RCP STORM SEWER, 36 -INCH DIA. 2000D RCP STORM SEWER, 42 -INCH DIA. 2000D RCP CULVERT 24 -INCH DIA. 2000D RCP APRON CULVERTS, 24 -INCH DIA. 2000D RCP BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EXCAVATION, DEWATERING, COMPACTED BACKFILL AND APPURTENANT ITEMS FOR COMPLETE INSTALLATION. COMPACTION SHALL BE 97% OF STANDARD PROCTOR DENSITY AT -2% TO +4% OF OPTIMUM MOISTURE. ITEM SHALL MEET REQUIREMENTS OF IOWA DOT STD RF -3 RF -26, RF -42, AND SUDAS 4030.211. ITEM INCLUDES DR -121 TYPE 2 CONNECTORS ON LAST 3 JOINTS OF 511I -P1, AND ALL JOINTS OF CULVERTS. CONTRACTOR SHALL USE CARE IN GRADING OR MOVING EQUIPMENT ABOVE AND AROUND THE NEW STORM SEWER. IF ANY SEWER IS DAMAGED OF MOVED OUT OF ALIGNMENT, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO CORRECT OR REPAIR IT AT NO ADDITIONAL COST TO THE OWNER. 301. LONGITUDINAL SUBDRAIN 6 -INCH DIA. IN POROUS BACKFILL•. 304. STORM WATER DETENTION SUBDRAIN 4 -INCH DIA. IN POROUS BACKFILL SUBDRAIN TILE SHALL BE THE NOTED DIAMETER AND SHALL CONSIST OF PERFORATED PVC, CONTECH A-2000 PVC DRAIN TILE OR PERFORATED HANCOR SHURLOCK F477 OR APPROVED EQUAL HDPE WITH SOIL TIGHT JOINTS. POROUS BACKBLL MATERIAL SHALL MEET THE REQUIREMENTS OF SECTION 4131 OF HE I.D.O.T. STANDARD SPECIFICATIONS. NOTE THE DIFFERENCES IN LONGITUDINAL AND STORM WATER DETENTION SUBDRAINS. SEE DEPTHS SEE DETAILS HE AGGREGATE FOR BACKFILL SHALL BE WET PRIOR TO INSTALLATION, AND A SURFACE APPLICATION OF WATER MAY BE REQUIRED BY THE ENGINEER. THE AGGREGATE. FOR SUBDRAIN BACKFILL SHALL BE PLACED IN TWO LIFTS OF APPROXIMATELY EQUAL THICKNESS ABOVE THE SUBDRAIN PIPE. THE FIRST LIFT SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR, NARROWER THAN THE TRENCH. THE SECOND LIFT SHALL BE COMPACTED BY THE FRONT AND REAR WHEELS OF A TRACTOR BACKHOE WITH A LOADED FRONT BUCKET (OR AS APPROVED BY THE ENGINEER). THE BID PRICE PER FOOT FOR "LONGITUDINAL SUBDRAIN" AND "STORM WATER DETENTION SUBDRAIN" SHALL BE FULL COMPENSATION FOR ALL MATERIALS, INCLUDING POROUS BACKFILL, FITTINGS AND FOR THE PERFORMANCE OF ALL WORK INVOLVED IN THE INSTALLATION. PAYMENT SHALL BE ON A LINEAR FOOT BASIS. CARE SHALL BE TAKEN TO SMOOTH POROUS BACKFILL MATERIAL OUT BEFORE PLACING TILE SO THAT A CONTINUOUS SMOOTH GRADE AS PER PLAN IS MAINTAINED. SUBDRAIN CONSTRUCTION SHALL BE PER THE DETAIL AND IOWA DOT DR -303 TYPE 6 INSTALLATION REVISED TO BE LOCATED BEHIND THE CURB AND TYPE 12 AS PER THE PLANS. 302 SUMP PUMP CONNECTION TO SUBDRAIN. COMPLETE BID PRICE SHALL INCLUDE ALL LABOR, -EQUIPMENT AND MATERIAL FOR COMPLETE INSTALLATION. EACH CONNECTION SHALL CONSIST OF A 6"X4" TEE 2' OF 4" NON PERFORATED PIPE AND AN ENDCAP MANUFACTURED BY THE SUBDRAIN PIPE MANUFACTURER. • EACH CONNECTION SHALL BE INSTALLED AT THE SAME. TIME AS THE SUBDRAIN AND BACKFILLED WITH POROUS MATERIAL IN THE SAME MANNER AS THE SUBDRAIN. THE END OF EACH 4' DIA/ CAP SHALL BE MARKED WITH A 6' "TEE" SECTION STEEL FENCE • POST. 303, SUBDRAIN OUTLET TO INTAKE DR -303, WITH GALVANIZED RODENT GRATE COMPLETE OUTLETS SHALL MEET REQUIREMENTS OF LD.O.T. STANDARD ROAD PLANS RF -19C , OR AS APPROVED BY THE ENGINEER. RF -19C OUTLETS SHALL BE PLACED IN INTAKES AT TIME THE INTAKES ARE POURED. BID PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT AND MATERIAL FOR COMPLETE INSTALLATION. 401. WATERMAIN, 8" DIA. CLASS 52 DIP BID PRICE SHALL INCLUDE PIPE, 8 -MIL POLYEHELENE WRAP, BEDDING MATERIALS, TRACER. WIRE SYSTEM, TOPSOIL STRIPPING, SALAVAGING AND RE -SPREADING, EXCAVATION, COMPACTED BACKFILL, LABOR, EQUIPMENT, DEWATERING, DISINFECTING, PRESSURE, AND LEAKAGE TESTING AND ALL OTHER ITEMS NECESSARY TO COMPLETE THIS CONSTRUCTION AND TO PROVIDE A PROPERLY OPERATING WATER MAIN. THE CONTRACTOR SHALL COORDINATE PROJECT WITH THE WATERLOO WATER WORKS (WWW). WATER MAIN PIPE SHALL BE SLIP JOINT CLASS 52 DUCTILE IRON PIPE WITH CONDUCTIVE TIP OR CONDUCTIVE WEDGES INSTALLED AS PER THE PIPE MANUFACTURER'S RECOMMENDATIONS. WATER MAIN SHALL ALSO INCLUDE A COMPLETE TRACER WIRE SYSTEM AS DETAILED IN THESE PLANS, SO AS TO PROVIDE A REDUNDANT PIPE TRACING SYSTEM. WATER MAIN TO BE DISINFECTED, FLUSHED AND TESTED FOR BACTERIA AND CHLORINE PRIOR TO HYDROSTATIC TESTING. ALL TESTS SHALL BE CONSIDERED INCIDENTAL TO WATER MAIN CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR TESTING HE WATER MAIN. THIS SHALL INCLUDE RESTRAINED JOINTS ON PIPE AND FITTINGS AT DEADENDS, PLUGS, PIPE AND CORP STOPS OF SUFFICIENT SIZE FOR FLUSHING AFTER TESTING. PRESSURE TEST SHALL BE 1 1/2 TIMES NORMAL WORKING: PRESSURE, BUT NOT LESS THAN 150 P.S.I. WATER MAIN TO PASS BACTERIOLOGICAL TESTING PRIOR TO PRESSURE AND LEAK TESTING. TWO CONSECUTIVE BACTERIOLOGICAL TESTS MUST PASS AT 24 HOUR MINIMUM INTERVALS TO BE ACCEPTED AS PASSING. SAID TESTING TO BE AT CONTRACTOR'S EXPENSE. ALL SECTIONS OF AWWA STANDARD 651 SHALL APPLY, INCLUDING SECTION 4.6, WHICH IS NOT OPTIONAL. ACCEPTANCENEW OFWATER E PRESSURE,SHALL LEAK AND B CERIOLOGCAL TESTING STING WATER F EACH SEGMENT UNTIL OF NEW MAIN. THIS INCLUDES SHOCK DISINFECTING THE EXISTING HYDRANTS AND PIPING TO BE RE -LOCATED WITH CONCENTRATED SOLUTIONS AS PER AWWA C651, SEC.4.7, INCLUDING SEC. 4.7.4 AND SEC 4.7.5. UPON COMPLETION AND ACCEPTANCE OF THE PRESSURE, LEAK AND BACTERIOLOGICAL TESTING, THE CONTRACTOR MAY DISCHARGE THE HIGHLY CHLORINATED TEST WATER TO THE CITY'S SANITARY SEWER SYSTEM, HOWEVER, THE RATE AT WHICH SAID DISCHARGE IS MADE TO THE SANITARY SEWER' WILL. BE CONTROLLED BY THE CITY. THE CONTRACTOR SHALL REVIEW THIS WITH THE CITY ENGINEER'S OFFICE PRIOR TO BIDDING ON THE PROJECT AND IMMEDIATELY PRIOR TO SUCH FLUSHING IS TO OCCUR, AFTER THE HIGHLY CHLORINATED WATER IS DISCHARGED, THE WATER MAIN WILL BE FLUSHED AT A HIGH RATE OF AT LEAST 450 GALLONS PER MINUTE. ALL WORK IS TO BE COMPLETED IN A DRY TRENCH. TRENCHES ARE.. TO BE DEWATERED TO A DEPTH OF 2' BELOW THE BOTTOM OF THE PIPE. THIS WORK IS INCIDENTAL' TO WATER MAIN CONSTRUCTION. ALL TRENCHES TO BE COMPACTED TO 97%. OF. STANDARD PROCTOR DENSITY AT -2X TO +4'L OF OPTIMUM MOISTURE IN B' LOOSE THICKNESS MAXIMUM LIFTS. - ' WATER FOR FILLING, FLUSHING AND TESTING WATER MAINS SHALL BE FURNISHED BY THE WATERLOO WATER WORKS AND PAID FOR BY THE CONTRACTOR, THE FLOW RATES AT WHICH WATER IS FURNISHED SHALL BE CONTROLLED BY THE WATERLOO WATER WORKS. THE. CONTRACTOR SHALL FURNISH SATISFACTORY BACKFLOW PREVENTION DEVICES, HOSES AND ALL OTHER MATERIALS,EQUIPMENT AND LABOR NECESSARY TO COMPLETE SAID FILLING, FLUSHING AND TESTING AT NO ADDITIONAL COST TO THE OWNER OR THE WATERLOO WATER WORKS. ALL WATER MAIN INSTALLED WITHIN 4' OF STORM SEWERS OR STORM SEWER INLETS. SHALL BE INSULATED WITH RIGID INSULATION BOARD. THERE SHALL BE NO SEPARATE MEASUREMENT OR PAYMENT FOR THIS WORK. CONTRACTOR SHALL FURNISH AND INSTALL TRACER WIRE TERMINATION BOXES, BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, EXCAVATION, COMPACTION AND APPURTENANT ITEMS NEEDED FOR INSTALLATION, Bid Reference Notes 402. GATE VALVE WITH BOX. 8 -INCH DIA. COMPLETE BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, EXCAVATION, 8 -MIL POLYETHYLENE WRAP, COMPACTION AND APPURTENANT ITEMS NEEDED FOR INSTALLATION_ MATERIALSAND CONSTRUCTION TO MEET THE REQUIREMENTS OF THE WATERLOO WATER WORKS. GATE VALVE TO BE MUELLER A2360-20 RESILIENT WEDGE GATE VALVE, OR APPROVED EQUAL WITH TYLER 3 -PIECE TYPE D VALVE BOX OR APPROVED EQUAL. ALL JOINT BOLTS AND NUTS SHALL BE COR -BLUE T -BOLTS AND NUTS, OR APPROVED EQUAL. 403. REMOVE AND RESET HYDRANT. WITH NEW ASSEMBLY 404. FIRE HBURY W/ASSEMBLY COMPLETE CONTRACTOR SHALL FURNISH AND INSTALL FIBERGLASS HYDRANT FLAGS MEETING WATERLOO WATER WORKS SPECIFICATIONS. BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, EXCAVATION, BEDDING, COMPACTED BACKFILL AND APPURTENANT ITEMS NEEDED FOR INSTALLATION. ITEM INCLUDES HYDRANT, 6' GATE VALVE AND BOX, ANCHOR TEES, HOLDING SPOOLS, MECHANICAL THRUST RESTRAINT AT ALL JOINTS, CONCRETE THRUST RESTRAINTS, CLEAN STONE, B MIL POLYETHYLENE WRAP, AND ALL OTHER ITEMS AND WORK NECESSARY TO PROVIDE A COMPLETE, FULLY FUNCTIONING FIRE HYDRANT. SEE DETAIL, MATERIALS AND CONSTRUCTION TO MEET THE 'REQUIREMENTS OF THE WATERLOO WATER WORKS. HYDRANTS SHALL BE WATROUS PACER WB -67, FACTORY PAINTED SAFETY BLUE AND WITHOUT' CHAINS, GATE VALVES SHALL BE MUELLER A2360-20 6' DIA, RESILIENT WEDGE GATE VALVES OR APPROVED EQUAL. VALVE BOXES. SHALL BE TYLER 3 -PIECE TYPE D VALVE BOX OR APPROVED EQUAL, ALL JOINT BOLTS AND NUTS SHALL BE COR -BLUE T -BOLTS AND NUTS, OR APPROVED EQUAL. CONTRACTOR SHALL FURNISH AND INSTALL FIBERGLASS HYDRANT FLAGS MEETING WATERLOO WATER WORKS SPECIFICATIONS. 405. BEND 11.25' 8 -INCH DIA.. M.J. D.I.P. WITH THRUST RESTRAINT 406. BEND 22.5', 8 -INCH DIA. M.J. D.I.P. WITH THRUST RESTRAINT 407. BEND, 45' B -INCH DIA. M.J. D.I.P. WITH THRUST RESTRAINT BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, EXCAVATION, COMPACTION AND. APPURTENANT ITEMS NEEDED FOR INSTALLATION, ITEMS INCLUDE POURED CONCRETE THRUST RESTRAINTS AS PER DETAILS, 408. WATER SERVICE COPPER 1" DIA. COMPLETE 409. WATER SERVICE, COPPER, 2" DIA. COMPLETE BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, PIPE, EQUIPMENT, EXCAVATION AND COMPACTED BACKFILL TO COMPLETE INSTALLATION OF WATER SERVICE PIPE. ALL WATER SERVICE CONSTRUCTION SHALL HAVE A MINIMUM COVER OF 6 FEET BELOW FINISHED GRADE AND ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH WATERLOO WATER WORKS SPECIFICATIONS, ALL TRENCHES TO BE COMACTED TO 977. OF STANDARD PROCTOR DENSITY AT -DX TO + 42 OF OPTIMUM MOISTURE IN B' MAXIMUM LIFTS.' MATERIALS AND CONSTRUCTION TO MEET THE REQUIREMENTS OF THE WATERLOO WATER WORKS AND THE WATERLOO PLUMBING INSPECTOR. THE CONTRACTOR SHALL VERIFY THESE ,.`REQUIREMENTS PRIOR TO BIDDING ON THIS PROJECT. 410. WATER SERVICE CONNECTION 1" DIA. COMPLETE 411. WATER SERVICE CONNECTION 2" DIA. COMPLETE TAP IS TO BE MADE BY THE WATERLOO WATER WORKS, THE CONTRACTOR IS TO PROVIDE CORPORATION STOP, SADDLE (FOR SEVICES LARGER THAN 1' DIA, ONLY) AND ALL OTHER NECESSARY MATERIALS AND PAY. TAPPING FEE, THE CONTRACTOR IS TO PROVIDE AND INSTALL WATER SHUT-OFF CURB BOX AND VALVE SET TO PROPER FINISH GRADE AND ALL OTHER NECESSARY MATERIALS. CURB STOPS SHALL HAVE POSITIVE STOPS AND PAVE BOXES SHALL HAVE STAINLESS STEEL RODS. SO THAT THE ENGINEER MAY OBTAIN MEASUREMENTS ON SERVICE LINE AND TAP LOCATIONS. CONTRACTOR SHALL NOTIFY DEVELOPERS ENGINEER PRIOR TO BACKFILLING SERVICE LINES, ALL WATER MAIN AND APPURTENANCES SHALL HAVE A MINIMUM OF 6 FEET OF COVER BELOW FINISHED GRADE. ALL TRENCHES TO BE COMACTED TO 975 OF STANDARD PROCTOR DENSITY AT -25 TO + 45 OF OPTIMUM MOISTURE IN 8' MAXIMUM LIFTS. MATERIALS AND CONSTRUCTION TO. MEET THE REQUIREMENTS OF THE WATERLOO WATER WORKS AND THE WATERLOO PLUMBING INSPECTOR. THE CONTRACTOR SHALL VERIFY THESE REQUIREMENTS PRIOR TO BIDDING ON THIS PROJECT.' 412. WATER MAIN 8" DIA. TIE-IN TO EXISTING BID PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT, EXCAVATION, CLEANING. SHOCK DISINFECTION, SLEEVES AND OTHER MATERIALS, COMPACTION AND APPURTENANT ITEMS NEEDED FOR CONNECTING THE NEW WATER MAIN TO THE EXISTING WATER MAIN. MATERIALS AND CONSTRUCTION TO MEET THE REQUIREMENTS OF THE WATERLOO WATER WORKS. 601. SILT FENCE (EROSION CONTROL FENCING) 602. SILT FENCE FOR DITCH CHECKS ITEMS TO BE INSTALLED AND MAINTAINED AT LOCATIONS AS DIRECTED IN THE FIELD BY THE ENGINEER WITHIN 48 HOURS OF THE TIME FIRST INSTRUCTED BY THE ENGINEER. 501. SUBBASE GRANULAR 8" COMPACTED THICKNESS EIGHT (8) INCHES OF GRANULAR SUBBASE SHALL BE PLACED AS SHOWN ON THE TYPICAL CROSS SECTION WITH A TOLERANCE OF ZERO FEET LESS THAN EIGHT (8) INCHES AND 0.05 FEET GREATER, THE GRANULAR SUBBASE MATERIAL SHALL CONFORM TO SECTION 2111 OF THE I.D.O.T. STANDARD SPECIFICATIONS. GRANULAR SUBBASE MATERIAL SHALL BE PAID FOR PER SECTION 2111 OF THE IOWA DOT STD SPECIFICATIONS. IF THE CONTRACTOR PLACES ADDITIONAL MATERIAL. NO EXTRA PAY SHALL BE ALLOWED, USE OF NUCLEAR TESTING EQUIPMENT. THE FINAL COMPACTION SHALL BE ALL GRANULAR SUBBASE SHALL BE COMPACTED TO 97% OF MAXIMUM CONSOLIDATION. THE DEGREE OF COMPACTION WILL BE DETERMINED BY THE DONE WITH A STEEL -TIRED ROLLER. WHILE USING THE GRANULAR DONE WITH A STEEL -TIRED ROLLER. WHILE USING THE GRANULAR SUBBASE AS A WORK PLATFORM, THE CONTRACTOR SHALL KEEP SUBBASE MATERIAL MOIST TO PREVENT LOSS OF COMPACTED DENSITY. THE SUBBASE SHALL BE SO CONSTRUCTED THAT THE FINISHED SUBBASE CONFORMS TO THE DESIGNED PROFILE AND CROSS SECTION TO THE EXTENT THAT IT IS NOT HIGHER THAN THE DESIGNED ELEVATION AND AT NO POINT IS LOWER THAN 0.05 FOOT BELOW THIS ELEVATION. 502 PAVEMENT W/INTEGRAL CURB P.C.C. 6 -INCH THICK I.D.O.T. •CLASS C CONCRETE MIX FOR THIS ITEM SHALL BE AS FOLLOWS: AIR -ENTRAINED PAVEMENT MIX NO. C WITH CLASS II AGGREGATE. CLASS C FLY ASH, IN ACCORDANCE WITH SECTION 2301.04 OF THE I.D.O.T. STANDARD SPECIFICATIONS IS PERMITTED. THE USE OF SLAG IS ALLOWED AS PROVIDED IN IDOT SECTION 2301. ALL TRANSVERSE JOINTS SHALL BE C JOINTS UNLESS NOTED ON PLANS. ALL LONGITUDINAL JOINTS SHALL BE L-1 JOINTS UNLESS NOTED OTHERWISE. ALL REINFORCING STEEL TO BE SECURELY FASTENED TO APPROVED CHAIRS PRIOR TO PAVING. EXPANSION JOINTS SHALL BE PLACED AT LOCATIONS SHOWN ON THESE PLANS. PAVEMENT SHALL BE MACHINE POURED FULL WIDTH WITH INTEGRAL CURBS AS PER IDOT SECTION 2301. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS AND A MAXIMUM OF 24 HOURS ADVANCE NOTICE TO ENGINEER PRIOR TO ALL PAVING POURS. CONCRETE MIX FOR BOXOUTS SHALL BE THE SAME MIX AS PAVEMENT. BOXOUTS SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED BOXOUTS SHALL NOT 9E PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO MANHOLE OR INTAKE CONSTRUCTION. BOXOUT THICKNESS SHALL BE 9 INCHES THICK ON THIS PROJECT. EXPANSION JOINT MATERIAL SHALL BE FULL DEPTH OF PAVEMENT. PAVING PLACED AFTER AUGUST 31 SHALL BE CURED WITH A CURING COMPOUND/LINSEED OIL SOLUTION CONFORMING TO W.R. MEADOWS LIN -SEAL WHITE CURING COMPOUND AND ANTI-SPALUNG COMPOUND OR ENGINEER APPROVED EQUAL. THE CONTRACTOR SHALL INCLUDE THE COST OF THIS IN HIS/HER BID FOR THIS ITEM. APPLICATION RATE SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 603. ROAD CLOSURE SIGNAGE, REMOVAL ITEM INCLUDES ALL NECESSARY EQUIPMENT, LABOR AND MATERIAL TO REMOVE THE EXISTING SI -182 CLOSURE ON THE END OF SHELLEY AND DISPOSAL OFFSITE. 604 TRAFFIC CONTROL THIS ITEM IS TO BE PLACED AT END OF BID PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT, FLAGGERS, SIGNS, BARRICADES AND APPURTENANT ITEMS NEEDED FOR TRAFFIC CONTROL. THE I.D,O.T, CURRENT SPECIFICATIONS SHALL APPLY TO ALL. TRAFFIC CONTROL, PAY WILL BE BY LUMP SUM PAYMENT FOR EVERYTHING NEEDED TO CARRY OUT TRAFFIC CONTROL ON THIS PROJECT. THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR THE SAFETY AND PROPER TRAFFIC CONTROL WITHOUT FURTHER DIRECTION FROM THE ENGINEER OR INSPECTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SIGNS AND FLASHERS THROUGHOUT THE ENTIRE TIME THEY ARE IN PLACE. 605. MAINTENANCE BOND 2 -YEAR ITEM INCLUDES PROVIDING A TWO-YEAR MAINTENANCE BOND TO THE OWNER, THE CITY OF WATERLOO AND THE WATERLOO WATER WORKS FOR ALL WORK PERFORMED BY THE CONTRACTOR AND HIS/HER SUBCONTRACTORS ON THIS PROJECT. SAID BOND SHALL BE OF A FORM THAT IS ACCEPTABLE TO THE CITY OF WATERLOO AND THE WATERLOO WATER WORKS. SAID TWO YEAR PERIOD SHALL BEGIN AFTER THE PROJECT IMPROVEMENTS ARE ACCEPTED BY THE OWNER, THE CITY AND THE WATERLOO WATER WORKS. 606. 12" DIA., 10' LONG STRAW FILLED WATTLES FOR INLET PROTECTION ITEM INCLUDES PROVIDING A TWO-YEAR MAINTENANCE BOND TO THE OWNER, THE CITY OF WATERLOO AND THE WATERLOO WATER WORKS FOR ALL WORK PERFORMED BY THE CONTRACTOR AND HIS/HER SUBCONTRACTORS ON THIS PROJECT. SAID BOND SHALL BE OF A FORM THAT IS ACCEPTABLE TO THE CITY OF WATERLOO AND THE WATERLOO WATER WORKS, SAID TWO YEAR PERIOD SHALL BEGIN AFTER THE PROJECT IMPROVEMENTS ARE ACCEPTED BY THE OWNER, THE CITY AND THE WATERLOO WATER WORKS. 0 U O CD I: °° m L_ to a)3� C mca Fa" m W o� 0) a RE U •< ci N aI C U — =�v c ia U 2.--c N NT B C N '- T i v- p 3 vIN- NawCaltieti4n C9 ADDITIONAL. PRICES - BIDDER IS TO SUBMIT PRICES FOR THE FOLLOWING ITEMS THAT MAY OR MAY NOT BE UTILIZED ON THIS PROJECT AT THE DIRECTION OF THE ENGINEER AI. FOUNDATION MATERIAL ITEM TO BE PLACED UNDER SEWER PIPE. AND MANHOLE BEDDING WHERE UNSUITABLE SOILS MUST BE REMOVED AND REPLACED PRIOR TO INSTALLATIONOFBEDDING, THE USE OF FOUNDATION STONE MUST BE APPROVED IN ADVANCE BY THE ENGINEER, WET SOIL CONDITIONS ALONE SHALL NOT BE AN ACCEPTABLE. REASON FOR USING FOUNDATION STONE, AS THE TRENCH MUST BE DEWATERED PRIOR TO THIS ASSESSMENT. A2. REPLACE EXISTING FIELD DRAIN TILE CROSSING 3" TO 5" DIA A3. REPLACE EXISTING FIELD DRAIN TILE CROSSING 6" -TO 12" DIA. THIS ITEM INCLUDES ALL WORK AND MATERIALS NECESSARY TO REPLACE. ACTIVE AND INACTIVE EXISTING FIELD DRAIN TILES CUT BY TRENCH EXCAVATIOS. EXISTING TILES TO BE REPLACED WITH PERFORATED SDR 35 PVC OF SAME. DIAMETER AND TIED INTO EXISTING, UNDISTURBED TILE LINES WITH FERNCO CONNECTORS OR APPROVED EQUAL. REPLACED TILE LINES TO BE PLACED ON BACKFILL COMPACTED TO A MINIMUM 955 OF STANDARD PROCTOR DENSITY. TILE LINES TO BE BACKFILLED WITH 1" MAX. CLEAN CRUSHED STONE FROM 4' BELOW TILE TO 12' ABOVE TOP OF PIPE FOR FULL LENGTH OF REPLACEMENT, TILES CUT BY EXCAVATION SHALL BE REPLACED FOR THE FULL WITH OF THE - TRENCH PLUS 2' ON EACH SIDE OF THE TRENCH EXCAVATION, THE CONTRACTOR SHALL MAKE TILE LINE REPAIRS TO ROUTE TILE WATER OVER TRENCH EXCAVATION AREAS IMMEDIATELY AFTER CUTTING THE TILE AND BACKFILLING THE TRENCH. CUT TILE LINES SHALL BE PROTECTED FROM DIRT AND OTHER MATERIALS ENTERING THE TILE PRIOR TO REPAIRS. MEASUREMENT AND PAYM AND REPLACED. Dn 0) c Q ' O Cd1:2 z OE ® 0 7ed L :C 0 0 L ai roCC 0 O o Qj U z 3 m OF PER EACH TILE LINE CUT - sheet 5 0 31VOS 01 10N NOISJaS-SSONJ ZJ310Nd 7VJIddS IVO/103S 77/2 70014,(1 e 8 oe 931100 0 8910 000 113303904 40 5110130 902 x09030 ((090 1N31Y3wa 10014*1 3351-1 ra,cos oa (owl v1^0 "O' d 1id13a seu41111l sy.od apvg i9 -EVS_ �'.ca' 24 Y00Z IVO/103S 1/10 7VOldAJ 400010/300909/d181A 19(401 10121 SNO1103S-09090 333 'H101318V11VA 3000105/d1211s I10SdOl )100 (31193d084 0NINIOI0Y 0084 .s xYHI 935010 ON 00(0080 01030 7N31130V1d 1N31N3AVd 01 8018d S2JIVH0 NO 030Vid 39 11VHS 13315 1N38133903N1381 ONIAVd 71V "b .NOI1V301 1VH1 1V ,OS NVHI 311081 ON 803 ONV 1N3813AVd 121(100 131131-15 3N1131X3 30 0N3 381 1V AIIVNIINININ 35088(15 3131 NO 13AV211 01 03M011V 38 11VHS 5110081 3133oN00 '£ 1N314133V1d 3SV88113 01 8018d 03111815Ni 38 01 NIV2108115 Z S1N311135V3 A1131111 ,01. 30 3013100 0NI9VN0 2103 NV1d ONIOV80 3115 ENV SN011335-S5080 AVMOVON 335 11. 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TRANSITION TO NEW 28' B—B PAVING AT 28+08.23. 28./34 STIBDR SAN MM S9 I/ to RIM OP RIM=)!8M./M 5.13 / INV 5N5685.5l� INV OMT -84545 Ia. IN -877.25 I HYDRANT/WITH NEW 20N4L 1W RT AN MN 59-1 8588].91 `=87835 oN C 0 0 3 L 6) 0 1 Q)co 0)co C x W C OLS E N U N < u O • >TV U TN c l i EROSION CONTROL PLAN: O- INSTALL EROSION CONTROL SILT FENCE OR 9" Ela STRAW fLLAD WATTLE AT LOCATIONS AS SIGWN: MAINTAIN THROUGHOUT CONSTRUCTION BY REMOVING ACCUMULATED SILT AND RESTORING SILT FENCE TO FULLY FUNCTIONING CONDITION THROUGHOUT THE CONSIRUCTiON PERIOD. COMPLETE AS PER SODAS DESIGN MANUAL YE -22, 7E-25 AND SUOAS SPECIFICATION 9040. SILT FENCE SHALL BE INSTALLED IN GRASS AREAS WHERE APPROPRIATE. AND WATTLES SHALL BE PLACED ALONG ADJOINING PAVED OR ROCKED AREAS WHERE APPROPRIATE AT ALL AREAS WHERE EROSION CONTROL SILT FENCING IS INSTALLED, .-HOOKS SHALL ALSO BE INSTALLED AT 200' MAXIMUM INTERVALS. ALL DISTURBED AREAS THAT ARE NOT ACTIVELY WORKED WITHIN 21 DAYS SHALL BE TEMPORARILY STABILIZED WITI SEEDING, SILT FENCE AND WATTLES 'MIHIN 7 DAYS. THIS INCLUDES STOCKPILES AND SLOPES. ALL WORK TO BE COMPLETED IN ACCORDANCE- WEN SODAS SPECIFTCATONS ANO THE SODAS DESIGN MANUAL ALL SLOPES OF 3:1 OR GREATER ARE TB BE STABILIZED NTH HTDROSEEDING AND WATTLES- 0 ATTESO - INSTALL PORTABLE SANITARY FACILITY O- A ROCKED 20' WIDE S 50' LONG TRUCK CLEAN OFF AREA SHALL BE PLACED AS 9101141 ON THIS PLAN PRIOR TO STE WNSTRUCDON AND SHALL BE USED TO PREVENT DIRT/OEMS FROM LEAVING THE STE FROM TRUCK TRAFFIC ONCE A MAJORITY OF NE STE. WORK IS COMPLETE AND THE TRUCE CLEAN OFF AREA 15 NO LONGER NEEDED THEN IT CAN BE REMOVED. ®- PLACE CONCRETE WASHOUT BASIN. WASHOUT MAY BE PRE -FABRICATED BAGS OR CONTAINERS ONLY, SCRAPINGS FROM CONCRETE TRUCK CHUTES MAY BE PLACED IN PILES NEXT TO THE WASHOUT CONTAINORS TO PROLONG NOT LIFE WASHOUT SITES MUST ALSO BE LEGIBLY SIGNED. O- NOTIFY CITY FOR PRE -CONSTRUCTION INSPECTION © - CONSTRUCT STORMWATER FORDING AREA O- GRADING OF STE ® - HOLM( CONSTRUCTION O- SUBBASE AND PAVING CONSTRuCTON O- RESPREAD TOPSOIL ON ALL DISTURBED AREAS NOT BUILT UPON OR PAVED WN A MINIMUM UNIFORM ROLLED. THICKNESS OF 6". HTDROSEEO ALL AREAS NOT PAVED, ROCKED OR BUILT UPON THAT DO NOT HAVE ESTABLISHED TURF IN GOOD CONDITION. HYDROSEEO AREAS NUN SLOPES AT AT OR GREAMIL PLACE 9" WATTLES, PROPERLY PLACED AND STARED AS PER SODAS DESIGN MANUAL TE -22 AND SUDAS SPECIFICATION 9040. WATIIES ARE TO BE PLACED IN PARALLEL RUNS ALONG NE ENTRE LENIN OF SEEDED SLOPES AT SPACINGS NO MORE THAN 20' NTDROSEED AS PER SODAS SPECIFICATION 9040 AND SUOAS DESIGN MANUAL 7E-6. O- COMPLETE CLEAN-UP OF ALL PAVEMENT AREAS. O- NOTIFY OTT' FOR POST -CONSTRUCTOR INSPECTION TOPSOIL AND SUBSURFACE SOILS STOCKPILE AREA STOCKPILE AREA IS REQUIRED UNTIL SOILS ARE USED OR HAULED OFF-SITE STOCKPILES MUST BE SURROUNDED WITH EROSION CONTROL SILT FENCE INSPECTION NOTES: 1. INSPECTORS SHALL BE MADE ONCE EVERY 7 DAYS OR 'WITHIN 24 -HOURS OF GREATER RAIN EVENT. 2CORRECTIVE ACTIONS STALL SE MADE MERIN 7 DAYS OF DISCOVERY. 1 REPORTS SHALL BE MADE AVAILABLE TO ANY COMPLIANCE INSPECTOR 4. REPORTS SHALL BE SUBMITTED TO CITY ENGNEER PENIN 24 -HOURS. 5. REPORTS AND RECORDS SHALL BE RETANED BY PERMIT£E FOR 3 -YEARS AFTER NW IS SUBMITTED. A I/2" OR STORM WATER POLLUTION AND EROSION COCTAOL PLAN L Erosion control fencing disbabtd by construction at other ecMdtev no the vb shall be replaced Si 0o mato this c®trect The Contractor shell =Bain all anion control fmciag b prtrcot the transport ofsediment off-site HBO additional cod to this contract. The Contractor shall Habil and maintain ell erosins control fencing and o0¢ erosion control Fos within 4S Mon of the time Ent iSMlc W by the ArthiIaCerepraroRtiw. 2 The Centimeter end all histersobtautma o shall make themselves familiar with the National Pollutant DischargeEDminatiou Systm(NPDPS) Pemit that authorizes discharge ofeoo®water dem this p jot -. and shell comply with alp¢b of the lmreNIMES Storm Water amoralPemd No. 2, the Permit for this project, and the Storm Wale Pollution PreventionPlan end Erosion Control Plan fm this project The Coeheolr and all of hat=Noboanhactnm shall sign and ego to Items of Ne Certification Sulmmtpmvidha, and for the HIDES Pmut htthinproject 3. The Coveectorshall cakepacheWv notice toPaRIV.D.2 C. (f). Wage Disposal ofthe Iowa NPDPS Skarn WHAT General Pe®eNo. 2 and spell include this work with hiuha bid fordisproject 4. The COutractorsluB take pudic -du nolicetoPart IVD.4. fosvecnow of the Iowa NEVES Sbm Weer Gecrel Penult No, 2 and shall imdude this work with Eiihm bid for this project SEQUENCE OF ACTIVITIES NOTES: 1. 00 NOT OSTURB AN AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION TO PROCEED. 2. COVER OR STABILIZE DISTURBED AREAS INCLUDING STOCKPILES AND SLOPES AS SOON AS POSSIOLE BUT NO LARK THAN 7 CALENDAR DAYS AFTER AN AREA IS NO LONGER ACTIVELY WORKED. 3. TME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM WEATHER/SEASONAL CHANGES. 4. D0 NOT REMOVE PERIMETER CONTROLS UNTIL UPSTREAM AREAS ARE STABWZED. S INSTALL INFILTRATION CONTROLS AFTER UPSTREAM AREAS ARE STABILIZED. 6. IN THE EVENT OF SNOW COVER, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICAL 7. CONTACT NE CHT ENGINEER FOR A PRE -CONSTRUCTION INSPECTION BEFORE CONSTRUCTION BEGINS. 8. CONTACT NE CITY ENGINEER FOR A POST -CONSTRUCTION INSPECTION BEFORE TEMPORARY CONTROLS ARE REMOVED. 9. WINTER MOANS SO NOT EXCLUDE DISTURBED AREAS FROM BEING STABIDZED; IF THEY VALL NOT BE ACTRLY WORKED FOR 21 DAYS THEY NEED STABILIZATION AFTER 7 IN NE FORM OF HYDNOMULCN OR TUCKED STRAW MULCH OR THE LAKE. GENERAL NOTES: 1. ALL WORKERS ON STE SHALL BE MADE AWARE OF. CONTROLS AND REGULATORS. 2. ALL COLLECTED SEDIMENT AND DEBRIS SHAW BE PROPERLY DISPOSED OF. 3. CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WN FEDERAL, STATE AND LOCAL REGIAATONS 4./ NO HAZARDOUS WASTE MAY BE DISPOSED OF IN SANITARY LANDFILLS 5. DO NOT DISPOSE OF RUBBLE IN WETLANDS. FL000PLAINS OR DRAINAGE WAYS WITHOUT IONR OR JURISDICTION APPROVAL 6. TREAT OR DISPOSE OF SANITARY WASTES GENERATED ON-SITE IN ACCORDANCE MN STATE AND LOCAL REQUIREMENTS. 7. ALL MATERIALS HAIRED OFF-SITE SHALL BE SCOURS) TO PREVENT UTTERNG, B. ANY MATERIALS TRACKED ONTO Mavis SHALL BE REMOVED WN 24 -HOURS. 9. DUMPSTERS SHALL BE COVERED TO PREVENT STORM WATER CONTAMINATION, 10 ALL SAW CUTTING BWRY SHALL BE CAPTURED, WHETHER IT BE VACUUMING UP 04 DAMMING AND SWEEPING SITE MAP NOTES: 1. SITE MAP SHALL BE SPORTED AS CONDITIONS AND/OR CONTROL LOCATIONS CHANGE 2. IF CONTROL LOCATIONS CANNOT RE PRE -DETERMINED, THE S PPP MANAGER SHALL ADO THEM TO THE SITE MAP AS THEY ARE IMPLEMENTED. 4" DIA. PERFORATED DUAL WALL HDPE (TYP.) SEE BEDDING DETAIL STM OUTLET APRON WITH SUDAS 4030,221 FOOTING, IOWA DOT DR -121 TYPE 2 CONNECTIONS AT APRON AND NEXT 2 JOINTS ON UPSTREAM PIPE. 15 TON OF RIP RAP, 2' THICK OVER ENGINEERING FABRIC. PLACE RIP RAP SO THAT ITS TOP SURFACE MATCHES PRE CONSTRUCTION BANK \\ELEVATION AND CONTOUR. cnI - I1 - I T ISI MIN .e_ �\ 4" DIA. PERFORATED DUAL WALL HDPE (TYP.) SEE BEDDING DETAIL END CAP 6.86 BEND FL=866.48 END CAP FL=866.88 TEE FL=866.42 TEE FL=866.42 FL=866.8 END CAP EL=866.87 =866.48 END CAP FL=866.87 Form Grade POROUS BACKFILL 4" DIA. PERFORATED DUAL WALL HOPE TYPICAL CROSS—SECTION 4"fl LONGITUDINAL SUBDRAIN (NO SCALE) STORMWATER DATA: TOTAL AREA (NATURAL CONDITIONS): 2445 ACRES - NATURAL Tc: 34 MINUTES NATURAL 'C': 0.30 DEVELOPED AREA: 24.45 ACRES DEVELOPED "C' (CONTROLLED RUNOFF): 0.61 ALLOWABLE RELEASE RATE: 20.68 CFS CRITICAL 10-1EAR STORM DURATION: 30 MINUTES STORAGE VOLUME REQUIRED: 43.216 CU. R. STORAGE VOLUME PROVIDED: 49,550 CU. FT. MAX. PONDING DEPTH: 1.50' REQUIRED ORIFICE: 21' RCP WITH 3' OF CONCRETE POURED IN INVERT sheet 9 REMOVE EXISTING HTO ANO RELOCATE 111TH NEW ASSEMBLY TO 25+341, 18' RT NI MO MOM la MEIN 20+36.22 REMOVE HEADER AND REBAR FROM EXISTING 31' 0-0 PAVING, INSTALL A RT JOINT FULL WIDTH AND BEGIN NEW PAVING. TRANSITION TO NEW 25' S -B PAVING AT 28+05,21, 25+34+ LOCATE EXISTING SUBDRAINS LT Y RT AND TIE NEW SUBDR.VN INTO IT. EX SAN MH 9 IX, RIM=880,54 PROP.=80872 5" INV IN -871.B9 N 6 n 8" WV OUT=071.51 A EX SAN MH 59 Ex RIM -857.30 PROP RIM -887.13 - B' INV 1N875.75 - 8' INV CUT -875.75 PROP 8' IN=577,25 0 0 CDC 0) 0) C 01 C LU C 0 SO C 0 0 U rn C) a 0 3 N RELOCATED HYDRANT WITH NEW ASSEMBLY. 20+34.1.18' RT "PREP SAN MH S9-1 PROP RIMaR137,91 0" INV Oa/T=57545 STM P10 & PI NEW HYDRANT 08TH ASSF]ABLT. 20438.6, 9.B' RT PI STA=26+72.56 1-12043'46" LT. R=130.00 Ex SAN MN SB EX RIM=555.47 PROP RIM0884.36 8" INV IN=073.60 8" INV OUT -673.54 DEFLECT WATER AIN JOINTS A MAXIMUM OF 5' RETNEEN ELBOWS STM ST E%1 �I sheet 10 n ry Y m VPI STA -24+67 N VPI EL 683.70 w CU VE LEN=100 n it F r m JI LU Ex SA EX RIM PROP' VPI S VPI E CURVE MH 59 .887.30 IM 86113 A=27+60 =890.04 r LEN 50 m JI s "' H II �. _ 895 4 w _ ,L6ppy 890 - ,u' 890 _ p55EM NEW H35,6, LT, 20F]0.8, 'ITN 6' RT n - --_ Ex SAN MM 5] E% RIM -066.04 PROP. 886.72 8' INV INe8J189 8' INV OUT -6 1.81 , ) IX SAN MN AN IX RIM 8654 RIM -088436 'FT_ j - 0" INV 8" INV IN=8]5.78 OUT=875.75 �TM $I'0 ' 6 E%1 �' _ _� VI F`L E -A 6 i - I •. $$5.. F1 ,I 885 -060008 N' IVPROP 0 INV IN 872 6 INV OUT '73.5 8 2.0 262% TSTA SD AT 0.45 - y F SAN sER OT T 4 NEW SAN ) AN SERV L -�---= TzSx 11 11 11 1 sTM ST] & $T4—, -' 1 PT SW I1 SDA COIR 880 PROP. 6' SUBDRAIN 14 BURY) —_' i2DP P LOT 1 880 - OLDaENO SERV LOT5 0 - - — �IIIIIII °, P0, 34W OF B' _— I - II PROP SPN SERV 8" WAT 6' ( COVER) NEW SAN SERV LOT ] 5 ELL PROVIDE H w -� 45 ELL z- GEAR 111110I P3 AND 0' TER MAW5 - II __Y_-_ LF 875 $75 _ SAN IX 4EW SAN SERV L0T 2� SPN EXP . 38fi BE 6 pT 0.48 yy'II'—'S¶1 95' EL 45" ELL ArN NO ELLS TO BE SAN IX P10 r 129 OF 870 _ _ -E 870 MECHANICALLLLY L UG LIT ADC WITH ME A FROM 40'OR-0-1 TO 40' SOUTH OF THE S14 P3 UNHERCROSSING 865 17+00 -. 865 18+00 19+00 • 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 sheet 10 STM OUTLET APRON WITH SUDAS 4030.221 FOOTING, IOWA DOT DR -121 TYPE 2 CONNECTIONS AT APRON AND NEXT 2 JOINTS ON UPSTREAM PIPE. 15 TON OF RIP RAP, 2' THICK OVER ENGINEERING FABRIC. PLACE RIP RAP SO THAT ITS TOP SURFACE MATCHES PRE CONSTRUCTION BANK ELEVATION AND CONTOUR. LU Q STM ' '���, • STM P. U DRANAGEr^SEMEN_ P S J 0 .T Pz / o 890 0 DRA NAGE EA.EMENT o,, El! FCRC T"M) IN TAL TRF ME T AT A OUND S -1 AND ST 2. - STK/ FOC AT ENCI ENCINEERIN3FABRIC. TOF.SURFACE - PI ENATION OUTLET TING, IOWA APRON 1.7 TUN APRO'I DO- AND NEXT OF HIP MATDHES AND CCNTOU' WITH DR -121 2 J HAP,2 PLACE PRE sheet 11 S J 0 890 890 STK/ FOC AT ENCI ENCINEERIN3FABRIC. TOF.SURFACE - PI ENATION OUTLET TING, IOWA APRON 1.7 TUN APRO'I DO- AND NEXT OF HIP MATDHES AND CCNTOU' WITH DR -121 2 J HAP,2 PLACE PRE SUDAS TYPE INTS ON PA RIPP PAP CON 4030.22 2 CON ECTION"' UPST EAM PROPOSED GRADE , STMST3 I• -\1\P STA ST4 885 885 USO •- SO THAT FS TRUCTIIIN BANK EXISTING. GRADE 880. EXISTING 880 STOR1 cc rj, WATER DETE TION 875 8" SANITARY 875 0 811\ A P3 - I PROPOSED 870 WATE', 870 - Lil a (MIN.). STM P2 /�•� 865 865. 860 860 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80. 5+40 6+00 sheet 11 NOTES: 1. SPECIAL CARE SHALL BE TAKEN WHEN FORMING AT INTERSECTIONS SO THAT THE PROFILES AND ELEVATIONS SHOWN ON THE CROSS SECTIONS, STREET RETURN PROFILE SHEETS, AND STAKING DIAGRAM SHEETS ARE OBTAINED. SHORT LENGTHS OF FORMS DR FLEXIBLE FORMS MAY BE NECESSARY AT THESE LOCATIONS_ 2. TO OBTAIN THE CORRECT FORM GRADES AT LOW POINTS WHERE INTAKES ARE LOCATED, THE CONTRACTOR MUST EXERCISE EXTREME CARE MIEN PAVING FULL WIDTH PAVEMENTS. THIS MAY REQUIRE POURING ONE HALF OF THE PAVE- MENT AT A TIME OR OTHER METHODS APPROVED BY THE ARCHITECT. 3. ALL TRANSVERSE JOINTS SHALL BE C JOINTS UNLESS NOTED ON PLANS. ALL LONGITUDINAL JOINTS SHALL BE KT OR L JOINTS UNLESS NOTED OTHERWISE. 4. ALL REINFORCING STEEL TO BE SECURELY FASTENED TO APPROVED CHAIRS PRIOR TO PAVING. 5. EXPANSION JOINTS SHALL BE PLACED AT LOCATIONS SHOWN ON THESE PLANS. 6. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS AND A MAXIMUM OF 24 HOURS ADVANCE NOTICE TO ENGINEER PRIOR TO ALL PAVING POURS. 7. CONCRETE MIX FOR BOXOUTS SHALL BE THE SAME MIX AS PAVEMENT. BOXOUTS SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO MANHOLE OR INTAKE CONSTRUCTION. BOXOUT THICKNESS SHALL BE 9 INCHES THICK ON THIS PROJECT. EXPANSION JOINT MATERIAL SHALL BE FULL DEPTH OF PAVEMENT. 8. ALL ELEVATIONS ARE TO TOP OF PAVING.EXCEPT THOSE AROUND THE EDGE WHICH ARE FORM GRADE ELEVATIONS. C-D—S PAVED DIA. -=46.5' BC -BC N Lc 6 0 0 N O 6 4, 0 0 0 (0 6 0 0 0 o 00 n. 6 o 0 0, co 0 n °j M00.60% ,y' 93 .y0°° 0D`.69 yA °0.60% D I ,°T 0 D 6 0 Ln 6 4 (0 O v N I e dl O C 6 ' N N O • N to m 6 P sheet 12 NOTES 1. SPECIAL CARE SHALL BE TAKEN WIEN FORMING AT INTERSECTIONS SO THAT THE PROFILES AND ELEVATIONS SHOWN ON THE CROSS SECTIONS, STREET RETURN PROFILE SHEETS, AND STAKING DIAGRAM SHEETS ARE OBTAINED. SHORT LENGTHS OF FORMS OR FLEXIBLE FORMS MAY BE NECESSARY AT THESE LOCATIONS. 2. TO OBTAIN THE CORRECT FORM GRADES AT LOW POINTS WHERE INTAKES ARE LOCATED, THE CONTRACTOR MUST EXERCISE EXTREME CARE WHEN PAVING FULL WIDTH PAVEMENTS. THIS MAY REQUIRE POURING ONE HALF OF THE PAVE- MENT AT A TIME OR OTHER METHODS APPROVED BY THE ARCHITECT 3. ALL TRANSVERSE JOINTS SHALL BE C JOINTS UNLESS NOTED ON PLANS. ALL LONGITUDINAL JOINTS SHALL BE KT OR L JOINTS UNLESS NOTED OTHERWISE. 4: ALL REINFORCING STEEL TO BE SECURELY FASTENED TO APPROVED CHAIRS PRIOR TO PAVING. 5. EXPANSION JOINTS SHALL BE PLACED AT LOCATIONS SHOWN ON THESE PLANS. 6. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS AND A MAXIMUM OF 24 HOURS ADVANCE NOIDCE TO ENGINEER PRIOR TO ALL PAVING POURS. 7. CONCRETE MIX FOR BO/1@9T5 SHALL BE THE SAVE MIX AS PAVEMENT. BOXOUTS SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO MANHOLE OR INTAKE CONSTRUCTION. BOXOUT THICKNESS. SHALL BE 9 INCHES THICK ON THIS PROJECT. EXPANSION JOINT MATERIAL SHALL BE. FULL DEPTH OF PAVEMENT. B. ALL ELEVATIONS ARE TO TOP OF PAVING.EXCEPT THOSE AROUND THE EDGE WHICH ARE FORM GRADE ELEVATIONS. C—D—S PAVED DIA .=46.5' BC—BC KT KT L CT KT C KT KT KT sheet 13 LIST OF SANITAPY SEWER MANHOLES No. Location Type Top Casting Elev. Flowline Elev. Notes SAN -S7 20+93.62 SHELLEY STANDARD 886.84 Exis. 886.72 Proposed OUT 8" 871,95 Exis. IN 8" 872.05 Exis. 1. SAN -S8 24+95.23 SHELLEY STANDARD 885.47 Exis. 884.36 Proposed OUT 8" 873.64 Exis. IN 8" 873.74 Exis. 1. SAN -S9 26+33.69 SHELLEY STANDARD 887.30 Exis. 887.13 Proposed OUT 8" 875.82 Exis. - IN 8" 875.92 Exis. IN 8" 877.25 Proposed 1., 2 SAN -S9-1 26+19.2, 50.6' RT SHELLEY STANDARD 887.91 Proposed OUT 8" 878.25 Proposed IN 4" 876.2 3. NOTES: 1. ADJUST TOP OF EXISTING MANHOLE, ADD INTERNAL CHIMNEY SEAL. 2. CORE DRILL TAP FOR A NEW 8" TRUSS PIPE WITH APPROVED WATER TIGHT CONNECTOR. 3. THIS IS A NEW MANHOLE COMPLETE WITH A -LOCKS FOR 8' AND -4" PIPES AND INTERNAL CHIMNEY SEAL. INCLUDES A 2' STUB OF 4" SDR 23.5 PVC STUBBED OUT OF THE MANHOLE AND CAPPED WATER TIGHT FOR INSERTION OF FUTURE FORCEMAIN FROM TRACT "8". LIST OF SANITAPY SEWER PIPE No. From ' To Pipe Dia. Length Slope ( % ) Elev. In Elev. Out Notes SAN P-8 SAN S-7 SAN S-6 8" 347 0.4 871.95 870.56 1 SAN P-9 SAN S-8 SAN S-7 8" 396 0.4 873.64 872.05 1 SAN P-10 SAN S-9 SAN S-8 8" 128 1.63 875.82 873.74 -1 SAN P-11 SAN S-10 SAN S-9 8" 396 2.54 885.98 875.92 1 SAN P-10-1 SAN S-10 SAN S-9 8" 50 0.4 878.45 878.25 2 NOTES: 1 ..EXISTING PIPE 2. THIS IS A NEW 8 TRUSS PIPE. R/W UNE LENGTH VARIES 4' GIA. SANITARY SERVICI AT EGOS MINIMl1M SLOPE -MANUFACTURED TEEOR WYE WITH RUBBER GASKET JOINT (BACKFILL WITH 1" COMPACTED CLEAN GRANULAR MATERIAL) 2"X4"X10'(MIMIMUM) EXTEND 2' ABOVE GROUND AT END OF SERVICE GRADE AT R/W LINE STD. 6' "T" SECTION METAL FENCE POST PLUG END WATER -TIGHT WITH AN APPROVED - COMMERCIAL PLUG. BLOCK ALL PLUGS TO PREVENT DISLOCATION DURING AIR TESTING. STUB F.L.. TYPICAL DETAIL SANITARY SEWER SERVICES SCALE: NONE LIST OF SANITAPY SEWER SERVICES Lot No. Stub Location Street/Sta. Downstream Manhole Tee Distance From Downstream MH Tee * F.L. Stub F.L. Pipe Dia. Pipe Length Slope ( % ) Notes 1 Shelley 24+00 LT S-7 305.4 873.44 874.06 4" 31 2.0 1. 2 Shelley 22+50 LT S-7 155 - 872.68 873.34 4" 36 NEW 2.0 2., 4. 3 Shelley 22+00 LT S-7 - 105.5 872.64 875.55 EX. 875.8 NEW 4" 4" 39 EX 15 NEW - 7.5 - 2.0 3. Shelley 21+04 RT S-7 8 - 872.25 876.12 EX. 976.48 NEW 4" 4" 39 EX 18 NEW 9.9 2.0 3. 5 Shelley 21+73 RT S-7 77 872.37 873.77 4" 70 0 - 2., 4. 6- Shelley 23+00 RT S-7 205 873.04 874.96 4" 46 - 4.2 1. 7 Shelley 23+50. RT S-7 253 873.07 874.03 4" 48 2.0 2., 4. 8 Shelley 24+80. RT S-7 390.. 873.78 874.82 4" 52 2.0 1. 9 Shelley 25+75 RT S-8 80 875.21 876.35 4" 57 2.0 - 1. 10 Shelley 26+75 RT S-9 28 876.80 877.94 4" 57 2.0 1. 11 Shelley 27+75 RT S-9 136 879.4 880.5 4" 55 2.0 2., 4. Tr B Grinder pump force main to San MH 9-1 by future home owner of Tract B NOTES: 1. EXISTING SERVICE. EXCAVATE TO VERIFY LOCATION AND INVERT AND MARK END AS. PER .NOTE 4. 2. NEW SERVICE. TAP EXISTING 8" SEWER MAIN AND INSTALL "TEE" WITH WATER TIGHT COUPLER. EXTEND. NEW SERVICE AND MARK END AS IPER NOTE 4. 3. EXTEND EXISTING SERVICE. EXCAVATE TO VERIFY LOCATION AND INVERT, EXTEND SERVICE AND MARK END AS PER NOTE 4. 4. STUB ENDS OF ALL NEW AND EXTENDED SANITARY SERVICES SHALL BE PLUGGED WATER TIGHT WITH AN APPROVED COMMERCIAL PLUG. THE ENDS OF ALL NEW, EXISTING AND EXTENDED SERVICES SHALL ALSO BE MARKED WITH A STANDARD 6' "T" SECTION METAL FENCE POST AND A WOODEN 2X4X10"(MIN.) EXTENDING A MIN. OF 2' ABOVE FINAL GRADE (INCIDENTAL TO SANITARY SERVICE CONSTRUCTION). SEE TYPICAL SANITARY SEWER SERVICE DETAIL ON THIS SHEET. ALL STUBS SHALL BE BLOCKED. 6 - CD Nmin Al s= LL1 S 03 C O MANHOLECOVER D IDE TO BE PLACED ONOF MANHOLE NOTES 1. PRECAST 8" THICK CONCRETE BASE WITH #4 BARS ® 12" C -C, BOTH WAYS, IS AN ACCEPTABLE ALTERNATIVE TO CAST -IN-PLACE BASES FOR MANHOLES. 2. PRECAST BASES SHALL BE SET ON LEVEL, 8" COMPACTED THICKNESS GRANULAR BASES COMPOSED OF CRUSHED STONE MEETING IOWA DOT GRADATION NO. 30. 3. ALL NEW INLET AND OUTLET PIPES SHALL BE JOINED TO THE MANHOLE WITH AN A-LOK, OR APPROVED EQUAL, FLEXIBLE WATER -TIGHT CONNECTION. 4. MANHOLE JOINTS TO HAVE 0 -RING GASKETS MEETING AASHTO M-198-75 5. ALL SANITARY MANHOLES SHALL HAVE CRETEX MANHOLE CHIMNEY SEALS, AS PER ASTM C923. SAID SEALS SHALL INCLUDE A 3/16" MIN THICKNESS, EXTRUDED OR MOWED RUBBER SLEEVE, DOUBLE PLEATED WITH MINIMUM UNEXPANDED WIDTH AS REQUIRED FOR INSTALLATION AND SHALL BE CAPABLE OF EXPANSION TO 10" WHEN INSTALLED. UPPER AND LOWER CONTACT SURFACES SHALL HAVE MULTIPLE CONTINUOUS SEALING FINS MOLDED INTO THE SLEEVE. THE RUBBER SLEEVE SHALL BE MOUNTED TO THE INTERIOR OF THE MANHOLE WITH EXPANDABLE, STAINLESS STEEL CONFORMING TO ASTM A240, TYPE 304. BANDS SHALL BE A 16-GUAGE BY 1-3/4" WOE (MIN). SCREWS, BOLTS AND NUTS SHALL BE STAINLESS STEEL CONFORMING TO ASTM F593 AND F594, TYPE 304. CHIMNEY SEALS A RE TO BE INSTALLED AS PER THE MANUFACTURER'S INSTRUCTIONS. ❑oo_� ❑DODO. 8000003 ❑00000❑ 000000U 00000' 'DODO"' ap O'/ nosIOLE ALL SANITARY NH's SHALL HAVE CHIMNEY SEALS— (SEE SPECIFICATIONS) ANHOLE FRAME --� SOLID LID SSANITARY LEORR APAmaS VCS sRALL BE NEU:AR R -Isis CR BEEIER @6B Smwi INET ISBIADLESmm a AREA VERS AIN [Was E MORON 9WLLsBER EE NEERASRR-E6eyy 55151* FRAHR OWES Am LESS ERBA SR La OrSTANSTAN �RIRALLp MANH❑L V B mTERRS . CABS MN R-CS/m_ COPOLYMER POLYPROPYLENE PLASTIC OR EQUAL MANHOLE TEP EXISTING GROUND SURFACE 12" TOPSOIL STRIP, SALVAGE, STOCKPILE AND RESPREAD WIDTH (INCIDENTAL TO SEWER CONSTRUCTION) 1. MINIMUM OF 6' AND MAXIMUM OF 12' OF SPACER RINGS TO BE PROVIDED TO BRING MANHOLE COVER TO ESTABLISHED GRADE UNLESS OTHERWISE NOTED, 2. PROVIDE ADDITIONAL SPACER RINGS TO BRING COVER TO GROUND LEVEL, NOTE, ALL SANITARY MH JOINTS TO BE RUBBER 6ASKETED, ALL MORTAR JOINTS OF PRECAST MAN- HOLE SECTIONS TO BE MADE WITH 'EMBEC❑• COMPOUND OR EQUAL BY MFR'S SPECIFICATIONS. NOTES FINAL BACKFILL (VARIABLE) 12' CORER FLEXIBLE PIP PIPE SPR ZONE IN SECTION NOTE, FORM ALL FOOTINGS & EXCAVATE 1' OUTSIDE OF FORMS A -AA FIRST SECTION OF MANHOLE TO BE " SECTION C -C SET ON SOLID CONCRETE BLOCKS TO SUPPORT FIRST SECTION. FOOTING AND FILLET TO BE PLACED IN SAME POUR. ADDITIONAL SECTIONS OF MANHOLE TO BE PLACED AFTER 4" BEDDING CLASS 1- I' FOUNDARON t 1/2' CLEAN (IF REQUIRED BY - OVMER's REPRESENTATIVE) *Install in accordance with ASTM D2321 -Sanitary Sewer and Services 1. EMBEDMENT MATERIAL (CLASS IA, 1" CLEAN) AND FOUNDATION MATERIAL° 1/2" CLEAN), IF REQUIRED BY ENGINEER, BEDDING, HAUNCHING AND INITIAL BACKFILL TO THE NOTED THICKNESS ABOVE THE TOP OF PIPE SHALL BE CLEAN CRUSHED STONE FREE FROM CLAY, LOAM AND DIRT AND DISINTEGRATED STONE PLACED IN 6" MAXIMUM LIFTS COMPACTED TO A MINIMUM DENSITY OF 95% OF. MAXIMUM CONSOIJDATION IN ACCORDANCE TO ASTM D698 OR AASHTO T99. IF FOUNDATION MATERIAL IS REQUIRED BY THE ENGINEER DUE TO UNSTABLE MATERIALS, IT SHALL BE MEASURED AND PAID FOR SEPERATELY IN ACCORDANCE WITH THE APPLICABLE UNIT PRICE BID. ALL OTHER EMBEDMENT MATERIAL SHALL BE INCIDENTAL TO APPLICABLE SEWER CONSTRUCTION ITEMS. 2. FINAL BACKFILL SHALL CONSIST OF SUITABLE TRENCH EXCAVATION MATERIALS AS APPROVED BY THE ENGINEER PLACED IN MAXIMUM 8" LIFTS AND COMPACTED TO A MIN. OF 90% (EXCEPT FOR WITHIN ROAD. RIGHT OF WAYS, PARKING. DRIVEWAYS AND UNDER FIELD DRAIN TILE CROSSINGS WHICH SHALL BE COMPACTED TO 95% AT -2% TO +4% OF OPTIMUM MOISTURE) OF STANDARD PROCTOR DENSITY AS DEFINED ABOVE FROM 12" ABOVE TOP OF THE PIPE TO THE BOTTOM OF THE TOPSOIL REPLACEMENT ZONE (OR BOTTOM OF PAVEMENT IN AREAS UNDER EXISTING PAVEMENTS). Typical Section- Bedding and Backfill for PVC Truss Pipe and SDR 23.5 Services Scale: None --151-4,-o" -_—•-I S'L,� FLOW PRECAST CONCRETE WALL POURED CONCRETE FOOTING SECTION B -B FOR CONTINUOUS PIPE IN MANHOLES WITHOUT LATERAL BRANCHES PRECAST CONCRETE WALL POURED CONCRETE FOOTING 0 SECTION B -B PRECAST CONCRETE PIPE MANHOLE NOTE, ALL MORTAR JOINTS OF PIPE IN MANHOLE WALL TO BE MADE WITH 'EMBECO• COMPOUND OR EQUAL BY MFR'S SPECIFICATIONS, SECTION FOR CONTINUOUSPIPE IN MANHOLES WITHOUT LATERAL BRANCHES N R-lRo M.H. FRAME AND LID OR EQUAL NOSE: DCXOUT SIICIWESS SHALL eE MMIMU oP PAVING SNICKNESS +3'. (2) -ID BARS 5' LONG () CENTERED BETSWEN G FRAME AND EXPANSION NOTE; BO%OOT THICKNESS SHALL BE MINIMUM OF PAVING RTGKNESS +T. FULL DEPTH EYPANBON MATERIAL (TIP. ALL SMEs OF BOXOUT) DIAMOND BOX -OUT MIANNOLF I) All t' FULL DEPTH EXPANSION MA-MR/AL (TVP. ALL SIDES OF BOXOUT) HEXAGON BOX -OUT MANH BET L Box -Out Schematic Scale: None sheet 15 LIST OF INTAKES AND MANHOLES LIST OF STORM SEWER PIPE STM 5-1 SN S-2 SN 5-3 504 S-4 STM 5-5 STM 5-6 SN S-7 SN 5-8 SN 5-9 N 3627737.9, E 5216084.5 N 3627766.1, E 5216154.6 STA. 24+40.2, 14.0' RT. STA 24+402, 14.0' LT. STA. 25+23.70, 14.0' LT. STA. 25+23.70, 14.0' RT. STA. 26+31.80, 14.0' LT, STA. 27+33.07, 14.0' LT. STA. 27+33.07, 14.0' RT, IDOT SW -513 869,50 IDOT SW -513 IDOT 5W-510 IDOT SW -510 IDOT SW -510 IDOT 5W-510 IDOT 5W-510 loot SW -s10 IDOT SW -510 872.40 884.45 884.45 884.59 884.59 68676 888.83 888.63 866.40 866.50 876.00 878.00 879.35 879.35 881.10 882.78 882.78 STM P-6 SIM P-7 STM P-8 STM P-9 APRON STM 5-1 STM S-2 511,1 S-3 STM S-4 STM S-5 STM S-6 SN S -B Notes: 1. ELEVATION SHOWN AS FINISH GRADE IS THE INLET ELEVATION FOR THIS STRUCTURE, PROVIDE 4'X4' WALL WIDTHS. 2. ELEVATION SHOWN AS FINISH GRADE IS THE INLET ELEVATION FOR THIS STRUCTURE, PROVIDE 6'X6' WALL WIDTHS. 3. INSIDE BOX DIMENSIONS TO BE 96" X 56" TO ACCOMODATE INLET/OUTLET STORM SEWERS 4. ITEM INCLUDES REMOVING EXISTING 24" STM EX1 AS NECESSARY TO CONNECT TO STRUCTURE. CULVERT CULVERT SN S-7 STM S-8 CULVERT CULVERT 20000 RCP 2000D RCP 2000D RCP 2000D RCP 20000 RCP 20000 RCP 2000D RCP 2000D RCP 2000D RCP 20000 RCP 20000 RCP 64.4' 28.0' 84.8' 879.35 880.04 881.10 882.78 883.16 866.00 866.33 866.50 876.1 878.10 879.45 881.20 882.88 1. LENGTH DOES NOT INCLUDE APRON. LAST THREE JOINTS OF THIS LINE SHALL BE TIED USING TYPE 2 TOOT STANDARD ROAD PLAN DR -121 TYPE 2 CONNECTED PIPE JOINTS. 2. LENGTH DOES NOT INCLUDE APRON_ ALL JOINTS INCLUDING APRON JOINTSS OF THIS LINE SHALL BE PED USING TWE 2 IDOT STANDARD ROAD PLAN DR -121 TYPE 2 CONNECTED PIPE JOINTS, EXISTING GROUND SURFACE a) C 8 co _ 6) D I Nrcl h 6 ED Lil m O:2 a) ' a r� U V) C e < O cNN mi Ua amF, C C) - - ] 00 12" TOPSOIL STRIP, SALVAGE, STOCKPILE AND RESPREAD (INCIDENTAL TO SEWER CONSTRUCTION) ALL STORM SEWER CASTINGS SHALL INCLUDE THE FOLLOWING REQUIREMENTS "N.P.O.ES., COMPLANCE" • CASTINGS CAN BE "STAMPED" TO PRODUCE RAISED LETTERING WITH "DUMP NO WASTE - DRAINS TO RIVER" OR ANY SIMILAR MESSAGE ASSURING COMPLIANCE. • OR THEFT RESISTANT PERMANENTLY INSTALLED 4" DIA. STORM DRAIN MARKER AS SHOWN, MANUFACTURED BY ALMETEK INDUSTRIES, CAN BE INSTALLED AFTER INTAKE IS CONSTRUCTED. SEE MANUFACTURER'S INSTALLATION DETAILS. NOTES INITIAL BACKFILL PLACE IN 6' MAXIMUM THICKNESS UFIS TO IS' ABOVE PIPE BJmABLE 650115806 MATERIAL f' BEDDING - SS FOUNDATION I I/T CLEAN IIF REQUIRED BY OWNER'S REPRESENTAT In accordance wth ASTM C12-86 1. EMBEDMENT MATERIAL AND INITIAL BACKFILL TO BE SUITABLE EXCAVATION MATERIAL PLACED IN 6" MAXIMUM LIFTS COMPACTED TO A MINIMUM DENSITY OF 95% OF MAXIMUM CONSOLIDATION. IN ACCORDANCE TO ASTM 0698 OR AASHTO T99. IF FOUNDATION MATERIAL IS REQUIRED BY THE ENGINEER DUE TO UNSTABLE MATERIALS, IT SHALL BE MEASURED. AND PAID FOR SEPERATELY IN ACCORDANCE WITH THE APPLICABLE UNIT PRICE 810. ALL OTHER EMBEDMENT MATERIAL SHALL BE INCIDENTAL TO APPLICABLE SEWER CONSTRUCTION ITEMS. 2. FINAL BACKFILL SHALL CONSIST OF SUITABLE TRENCH EXCAVATION MATERIALS AS APPROVED BY THE ENGINEER. PLACED IN MAXIMUM 8" LIFTS AND COMPACTED TO A MINIMUM OF 90% (EXCEPT FOR WITHIN ROAD RIGHT-OF-WAYS AND PARKING AND DRIVEWAY AREAS WHICH SHALLBECOMPACTED TO 95% AT -2% TO +4% OF OPTIMUM MOISTURE) OF STANDARD PROCTOR DENSITY AS DEFINED ABOVE FROM 12' ABOVE TOP OF THE PIPE TO THE BOTTOM OF THE TOPSOIL REPLACEMENT ZONE (OR BOTTOM OF PAVEMENT IN AREAS UNDER EXISTING PAVEMENTS). ALMETEK STORM DRAIN MARKER Typical Detail: Stone sewer Bedding and sac kfil for RCP Tye SCALE: NONE sheet 16 Well Reinforcing Bare at B" S.C. Each Way 6'•%6.,® Corner Pier Mien Applicable) Location Station Q Center Pier (When Applicable} wall® Width Wok Width PLAN Top Elevation w4 barsn-heat 6��g 0.0. Each Way SW -602 Type 0 Costing '�. S"het Ma at` Crile to hlet° R'- B0e th "max.} sides.tProvide peenbiuigt openiinggs endh orientatiion nas specified in the contract documents. Adjacent walls may hove different widths based upon pipe aonfigwotlsn, but structure must be rectangular. (DI Construct inlet openings with IS -Inch 09 epoxy -cooled bars at 8 Inches on center. Embed bars a minimum at 3 inches into weds and top at oil openings. 0 -Grade to Inlet elevation on open sides. Grade to top elevation en dosed sides. ® Corner pier required between openings of two adjacent wills. Extend wail reinforcing vertically through pier. Instal one additional 5 -Inch *4 bar in pier. (3 Center pier required at center of any Wet opening relrforcing verticoi t throuahapier Extend wall additional l5 -Inch 04 her. in pierh . Instal one ® Wall widths vary with pipe diameter. Provide 6 Inches of wdi widh of e Minimtmwon widthmlem36 alncheis eMaxince wap width is 72 inches. ® wWalls, thebase faotprinf of based is rot roper- d tot withxtend beyond the outer edge of the wets Q Instal four a4 diagonal bars at di pipe openings. Ti 12" minimum wall height above di pipes. Baa of Curb Wath of Insert (309yp. OW' mini samara Curb SECTION C -C Normal Pavement Slope Sack of Curb Fenn Grade Inver Spacer End Wail iQ Modlly dbnenebns as r gslred is accommodate other cubhexnh when speclMd ® Insertshapig rely be modified for meed widths less than 30 inches, Fon an 18 Inch Insert, reduce dimensions indicated by }Inch 0 121nG1 minimum men neige. above all pipes. O Slope of l 5% or as slacilied m the contract documents, Lowest Fbwline SW -513 Base® -r 6, 04 Bars at V" o . Each Way SECTION A -A »' 1 -SIDED MEA INTAKE Short Well b t sa SECTION A -A spas Ceder Wall —Spacer End Wall Ralf smells SnANRI®IBAopinN SW -510 PLAN SPACER) DOUBLE OPEN -THROAT CURB INTAKE, LARGE BOX Location Station law* of Curb) Spacer Center Wan Long Wall fee .. Ly ynG2 .M1-. III -- fly _11 Shot Wan 4'-G rain" tl A II 46p II 1 =y semi=9= 'll 1 0 al 1 II Ir 1 1 u 1 pl 1 1 npl .1'-k .A= .a - Q Transverseloint sparing on new concrete pavement hi controlled py the Intake boxed. Adjust edlesm joint spacing as required to eaomwedste boxosu. For revoht Intakes! maich e,estne pevewenlfdnio. Sup eny. Oenevelse pevewenhjebla that do not Willa r to the minimum spacing requpemwnle sl Be edge 'gibe }read ewe- 0 rne QB Rounded shaping et Inlet 4'-n min. at Law Point Generene Bad Ii Curd Do n'1 extend ed islet Into wap of box UPON sECrx)x 36 GP. Irwi . Spacer PEsvmRCINu awL S-Ww Lend newt 4 dr 4 4 dr 4f2 411 rs She ( Length Iso Ed EGgab t"Reds Dowel Bar (UP,) BoxedLength (15'L'min„ 20U^ max) 4a 4n 4n 4¢ 44 dr LadHan REINFORCING DAR LIST shape Count ISOMETRIC (Rkr efer to too SSecton12-0 Top Ile opaceii 4030.221 Spadini' SUOAsseneeaj svedsp Insert Box0ul Length 4 la -sr 4 2-0' See Insert See Plan ® sums iOIUWADOT RCP APRON SECTION FOOTING Wane B5iWl WI0,00 ISlenooss noes, SW -510 Long Wet Varies Wee Height minus 9' MAX MUM PIPE DIAMETERS Pipe Langdon Short Well Long Wal Prseal Structure Case -In-place Structure DOUBLE OPEN -THROAT CURB INTAKE, LARGE BOX sheet 17 REMOVABLE MESH CAP I.M. 443.01) LIST OF LONGITUDINAL SUBDRAIN COUPLER POROUS BACKPLL-v PERFORATED SUBDRAIN 2 LF, OF CORRUGATED METAL PIPE IS TO BE 2' LARGER THAN PERFORATED SUBDRAIN DIAMETER T)ytca( cross Scetion: Lontttudinal su.Wrain intake outlet (see MOT DR -303 for Additional Details) SCALE: NONE SUB P-1 END C -D -S STM S-4 SUB P-2 END C-0-5 SN 5-3 SUB P-3 25+20 STM S-4 SUB P-4 25+17 STM S-3 SUB P-5 27+30 STM S-5 SUB P-6 27+25 STM 5-6 SUB P-7 27+50.07 STM 5-7 SUB P-8 28+34 STM 5-9 IRa/ INTw/ outlet LT IDOT RF -19C TYPE 6 6" 375' 42` IDOT DR -303 INTAKEMks OUTLET 1,2,3,4,5 RT IDOT RF -19C TYPE 6 6" 375' 42" IDOT DR -303 INTAKE OUTLET 1,2,3,4,5 LT IDOT RF -19C TYPE 12 6" 74' 42" IDOT DR -303 INTAKE OUTLET RT IDOT RF- 1,2,3,4,5 19C TYPE 6 6 82' 42" IDOT DR 303 INTAKE OUTLET 1,2,3,4,5 190 42" IDOT DR 303 INTAKE OUTLET 1,2,3,4,5 iT 6" 221' 42" IDOT DR -303 INTAKE OUTLET 1,2,3,4,5 .. 6' 105' 42" IDOT DR 303 INTAKE OUTLET 1,2,3,4,5 TOOT RF -19C TYPE 12 IDOT RF -19C TYPE 6 TOOT RF -19C TYPE 12 TOOT RF -19C TYPE 6 97' 42" IDOT DR -303 INTAKE OUTLET 1,2,3,4,5 1. SUBDRAINS TO BE CONSTRUCTED PER IDOT STANDARD ROAD PLAN DR -303 TYPE 6 INSTALLATION MODIFIED TO BE BEHIND CURB OR TYPE 12 WHEN UNDER PAVING 2. UPSTREAM END OF THIS LINE SHALL BE PLUGGED WITH. A END CAP SUPPLIED BY THE PIPE MANUFACTURER. 3. SUBDRAIN TILE SHALL BE THE NOTED DIAMETER AND SHALL CONSIST OF PERFORATED PVC, CONTECH A-2000 PVC DRAIN RLE OR PERFORATED RANCOR SHURLOCK 0D ADS N-12, F477 HDPE. 4. OUTLETS SHALL MEET REQUIREMENTS OF I.D.O.T. STANDARD ROAD PLANS DR -303 , DR AS APPROVED BY THE ENGINEER: 5. DR -303 OUTLETS SHALL BE PLACED IN INTAKES AT TIME THE INTAKES ARE POURED. Farm Grade POROUS 9ACKFl LIST OF SUMP PUMP CONNECTIONS 6' PERFORATED LON9TUDINAL SU60RAN Typical cross Section: Lon.gI&llrwl snhdratn (see DWI- DR -303 AND PLANS). SCALE: NONE FINAL GRADE STANDARD 6' "T" SECTION METAL FENCE POST EXTENDING A MINIMUM OF 24" ABROVE GRADE STA. 21+15.05/SUB P-2 STA. 21+50.76/SUB P-1 STA. 21+68.29/SUB P-2 STA. 22+56.0/SUB P-1 STA. 22+92.53/UB P-2 STA. 23+54.74/SUB P-2 STA. 24+05.12/SUB P-1 STA, 24+89.78/SUB P-4 STA. 25+49,70/SUB P-6 STA. 26+57.65/SUB P-6 STA. 27+50.86/SUB P-8 STA. 21+13.64, 35,92' RT. STA. 21+50.79, 50.47' LT. STA. 21+69.08, 46.39' RT. STA. 22+56,00, 18.0' LT. STA. 22+92.53, 18.0' RT, STA. 23+54.74, 18,0' RT. STA. 24405.12, 18.0' LT. STA. 24+89.78, 18,0' RT. STA. 25+49,70, 18.0' RT. ETA. 26+57.65, 18.0' RT. STA. 27+50.80, 18.0' RT. NON -PERFORATED HOPE NON -PERFORATED HOPE NON -PERFORATED HDPE NON -PERFORATED HOPE NON -PERFORATED HOPE NON -PERFORATED HOPE NON -PERFORATED HOPE NON -PERFORATED HDPE NON -PERFORATED HOPE NON -PERFORATED HOPE NON -PERFORATED HOPE 4" NOTES: 1. EACH CONNECTION SHALL CONSIST OF A 6" X 4" TEE, 4" .DIA. LENGTH (SEE TABLE) OF NON -PERFORATED HOPE, ALL OF THE SAME MATERIAL AS THE LONGITUDINAL SUBDRAIN. 2. EACH CONNECTION SHALL BE INSTALLED AT THE SAME TIME AS THE SUBDRAIN, AND BACKPILLED WITH POROUS MATERIAL IN THE SAME MANNER AS THE SUBDRAIN 3. THE END OF EACH 4' DIA/ CAP SHALL BE MARKED 8111 A 6' 'TEE" SECTION STEEL FENCE POST. 6" DIA. LONGITUDINAL SUBORAI 4." DIA. NON -PERFORATED HOPE— SAME MATERIAL AS LONGITUDINAL SUBDRAIN (SEE TABLE FOR LENGTH) 6' X 4" TEE STUB FLOWUNE PLUG END WATER -TIGHT WITH AN APPROVED COMMERCIAL PLUG Detaili triad soy Puny connectto SCALE: NONE sheet 18 LIST OF WATER SERVICE LINES PAVEMENT, SUBBASE OR TOPSOIL STRIP, SALVAGE, STOCKPILE AND RESPREAD WIDTH—.1. (INCIDENTAL TO WATER MAIN AND SERVICE CONSTRUCTION) EXCAVATED TRENCH Wil) FUTURE DRIVE Tay UWion STA. 20+69.8 STA. 21+62.56 STA. 21+84.33 STA. 22+61.90 STA. 22+67.09 STA. 23+60.80 STA. 24+1079 STA. 24+94.18 STA. 25+37.44 STA. 27+00 STA. 27+87.11 STA, 25+86.04. GNFS stay tmatMs STA. 20+67,8, 25.84' RT. STA. 21+63.81, 62.29RT. STA. 21+84.33, 63.7' Li STA. 22+61.9, 30.0' LT. STA. 22+67.09, 22.0 RT. STA. 23+60.8, 30.0' RT. STA. 24+10.79, 30.0' LT. STA. 24+94.18, 30.0' RT. STA. 25+37.44, 16.0 RT. STA. 27+00, 30.0' RT. STA. 27+87.11, 3 STA. 25+91.85, 234.07' RT. COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER COPPER INITIAL SACKFUL PLATE IN 0" MAXIMUM THICKNESS LIFTS TO 12" ABOVE PIPE SUIRABLE EXCAVATION MATERIAL 05 PIPE OD. — TYPE 3 C BEDDING - TWE 3 FOUNDATION I I/2' GLEAN (IF REQUIRED BY OWNER'S REPRESENTA WE EMBEDMENT MATERIAL (SEE NOTES) 1. WATER SERVICE CURB BOXES ARE TO BE LOCATED ON THE EDGE ID' EASEMENT USES AND SHALL MATCH THE OFSCN FINISH CRATE 2 ALL WATER 5.r. EM CONSIRUCTDN IS TO HAVE A MINIMUM 5.5' OF COVER OVER TOP Of PIPE (FROM FINAL WADE), EXCEPT FOR WATER MAIN UNDER STREET PAWING WRIER SHALL HAVE 6.V MW. COVER, 3, AIL CONSTRUCTOR SHALL COMPLY WITH SCOTCH 25 OF TEN STATES STANDARDS REGARDING SEWER- WATER MAIN SEFERATOR INSTALL IN ACCORDANCE WITH AWWA C600 OR C605 AS APPLICABLE NOTES 1. EMBEDMENT MATERIAL AND INITIAL BACKFILL. TO BE SUITABLE EXCAVATION MATERIAL PLACED IN 6" MAXIMUM LOOSE THICKNESS LIFTS COMPACTED TO A MINIMUM DENSITY OF 90% OF ITS MAXIMUM PROCTOR DENSITY WITHIN —2% TO +4% OF ITS OPTIMUM MOISTURE IN ACCORDANCE TO ASTM 0698 OR AASHTO T99. SAID WORK ALSO TO BE IN ACCORDANCE WITH AWWA C600 AND C605. 2. IF FOUNDATION MATERIAL IS REQUIRED BY THE ENGINEER DUE TO UNSTABLE MATERIALS, IT SHALL BE MEASURED AND PAID FOR SEPERATELY UNDER A CHANGE ORDER. A WET TRENCH BOTTOM ALONE IS NOT SUITABLE CAUSE FOR USING FOUNDATION STONE, AS THE TRENCH IS TO BE DRY. 3. FINAL BACKFILL SHALL CONSIST OF SUITABLE TRENCH EXCAVATION MATERIALS AS APPROVED BY THE ENGINEER PLACED IN MAXIMUM 8" LOOSE THICKNESS LIFTS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM PROCTOR DENSITY AT —2% TO +4% OF IT'S OPTIMUM MOISTURE, EXCEPT FOR THE TOP 24' BELOW THE ROCKED SUBBASE -WITHIN ROADWAYS AND DRIVEWAYS WHICH SHALL BE COMPACTED TO 98% OF IT'S MAXIMUM PROCTOR DENSITY AT —2% TO +3% OF OPTIMUM IN ACCORDANCE TO ASTM 0698 OR AASHTO T99. SAID WORK ALSO TO BE IN ACCORDANCE WITH AWWA C600 AND C605, TOP OF VALVE BOX TO BE FLUSH 15TH FINAL GRATE MUELLER 41-10314 CURB BOX ADJUST TO FINAL GRADE AFTER FINAL GRADING INSTALL VERTICALLY OVER CURB VALVE ,MUELLER 13-25204 1" DIA. CURB VALVE 1" DIA. TYPE "K" COPPER WATER SERVICE LINE (MIN. COVER OVER TOP OF PIPE— 6.0') 1" DIA, TAP BY CONTRACTOR AT APPROX. 45 TO HORIZONTAL IS TO INCLUDE SMITH—BLAIR 317 SADDLE AND H-15000 MUELLER CORPORATION VALVE AND ALL OTHER NECESSARY MATERIALS AND PAY TAPPING FEE. Typical Detail: Water service conftruclfun SCALE: NONE WATER MAIN 260 240 220 2 0 180 160 140 140 100 80 60 40 20 C 20 40 60 80 1 0 140 140 140 180 2 0 220 240 2 0 2 0 895 � 895 890 \\\� 890 (21 885 _9C — BBS?, 880 r ����� ao 880 00 895 ��, 895 890`_ 890 / 20\ 885 ��_��885 \ 880 20_ \ 75} ---- 75 ` 880 895 `� 895 890 890 20 885 885r2,-)---\ —�� 50 880 ` \ - 880 1 50 / 875 875 260 240 220 2 0 1E,0 1 0 140 110 100 Bs 60 40 20 C 20 40 60 80 1 0 120 140 140 1F0 2 0 220 2y0 2 0 2 0 0) C a) a) C C W C U � C 0 0 0) C a) >` C N o ao 0 EP C < al 12 0 C O E w L E) C C *� Oz sheet X1 0 0 N o 0 6 N t L « O 3� C 0) 2 C W N i_ LL O U N C m c 0 —= a 0ro n� c m d m m c > L 0 i (n cni0 0 �� v 0 �a^) VwE d • sheet X2 210 240 220 210 180 1.0 1z-0 1;.0 1 0 :• 60 i No 60 80 1 0 1.0 1 0 1 0 180 210 220 21-0 2 0 2 0 ■ ■ 895 ■ ■ 895 :90 ‘NNS.„ • ,�■- ■ 890 21885 885.45 21 880 ......•- •• 880 715 / 895 L� 895 :•' �- ■ 890 21885 885.6C _21 -_ice 885 50 880 'oadw. Ffll -• � _ - NEIMI 880 `\ 50 995 ■ 895 :•� *."1411141111.1.111. ■- ■ 890 � . 21 885 ° -�^ 25 wo \ 885 27 Roadwa Fil Area = 92.2 SF ■ �. sao 25 875 ■ --��_ 875 210 240 220 2110 1.0 160 140 1:0 110 a 60 •• t 60 80 100 120 1-0 1.0 180 210 220 240 2 0 2 0 0 0 N o 0 6 N t L « O 3� C 0) 2 C W N i_ LL O U N C m c 0 —= a 0ro n� c m d m m c > L 0 i (n cni0 0 �� v 0 �a^) VwE d • sheet X2 2 0 2 0 220 2 0 180 160 1'-0 1 0 1 0 :. 60 •. . C 20 •. 60 6t 1 0 120 1,-0 160 1 0 2 0 220 2-0 2 0 2 0 890 � 890 22 885 ■ 884.8E 885 (22\ � 75 880_ - = • 0 SF880 22 50a■-■� 890 885 880 875 :..... \�890 aII1ITir 885.0C �885 � ■ ■ ■ 880 875 22 \50/ �_ �� ■ ■ •885. 890 890 885 1 .....- 885 (''--22-- 22-- ■-■�_� ■-■-■ � 25 25 890 :.. , . di Ara 7 = .34 1 880 875 V5) 875 �, 22 890 885 \\ _ _�� 890 885,3C 885 22 00 880 875 _ ., F ,� ■�1 i IIIIIIL 880 00 875 210 240 2:0 21)0 1 0 160 1'-0 120 110 :. 60 60 80 1 0 170 1'0 160 1 0 2 0 220 2&0 2h0 280 shee X3 2 0 2 0 o t00 1 0 1:0 1'0 1.0 1 0 6.1/111.11 6.1 1 0 1.0 1 0 1.0 1:0 2110 2'0 2 0 210 2c0 _. ■ ■■■■890 890ris!:,u .■ rialkSas.■.moi 880 :.. • OM ■■■ .��-�•.E■■■■ ■■■■■■ 11/ ■■ ■■ ■■■ 885 880MEM I 890 II_I__ ■■■■ ■ 890 1885 0 s...., -�� ■. ..■.•E ■ ■■■■■■ 885 1 S88° MIEMEN ■■■�■-T �_._�■ ■■■■■■ 690 50 it! II �.-���•_t�:i■.•- III. ■■■■■. li _�•�_�. ■■■ MIMI NI ■■■■■■■ 890 885 880 ■ f • • • �:.■■■■■■■■■■■ 890 885 880 I I ■■■■■■■�890 ■■ ■■■■ 885 ■ 890 �__■■_■_■■■ •_. 884.7.■__•. 885 �.��� 880 lSslUU �■■r ■■■■ 88000 875 1.0 ■■■■ 110 61* 1,� ■■■■��.� 20 6$ I 10 1.0 1 ■ ■ 875 2.0 2:0 2 0 2'.0 210 1:0 1:0 1'0 0 110 1 0 2110 2.0 2 0 2110 2'0 2-0 220 2 0 1 0 1.0 1v0 1.0 1 0 BO 60 40 20 C - 20 40 60 80 1i0 1 0 140 1dn0 150 260 220 2s0 2 0 2 0 r 890 890 885 =� 885 (24-- 50 880 Roadway Fill -. = • . -� ■ �— 880 so 890 890 24 885 �•� 885/ / 24\ w 880 Road wa -. _ 880 9.34 __`MIIIM 24 690 885 ■ �.�„� 890 _ S 885 ( 24 880 , •_ -. = —���...._. 880 \-259 25 / - / 890 890 24 885 ■ �'�� 885 24 00 880 R_oachwi Fill A -. = • •1 F 880 00 875 ------ 875 2'0 240 220 200 1,0 160 140 120 1 0 6 44 21 C 20 4• 60 80 100 140 140 160 1 0 210 220 24-0 2g0 2 0 -o C a C G L C) U) C 0) W L U N C 0 0 U 0) C 4) C N> 0 o mNo O • C V • U C Q N cd I � F 3 O C o w w • c N V U ZCC sheet X5 2 0 2,-0 -kQd 220 2 0 180 160 140 0 1 0 80 60 •• 20 20 40 60 8i 100 0 140 1.0 160 2 0 220 2 0 250 2 890 0�, (25-- 885 SF �— �-_ 885.8 • --- \ 885 / ( 25\ \ �75J �5� roadway Fill Area = 137.9 ��• �� 2/ 5 890 885 Roadw __ iy Fill Area = 133 890 • — __���..,�885_3: a \ 885 880 25 ` 50 / 880 890 890 25 885• , : \�_�� .�- 884.8 —�—\ 885 25 25 880 880 25 8989—_ IN —�� 890 885 1/2500—_y�i.. (-215-\ 25-\ 885 Raadway Fill Area = 114 6 S 880 880 00 890 885 r _ -a _ .• i -111111 890 24 885 24 75 ! 880 '�"�►—� \ 880 \� 875 875 2 0 240 220 2 0 1 0 160 1'-0 120 1 0 60 60 1 20 ) 20 4 60 80 1Q0 1 0 140 160 1 0 2 0 220 240 260 2 0 0 C N 0 °3 U d C L a) C C 0) C LU C N •U V c a a• c C a) .5-- c 3 > i a vo 3h •N v E U A- E uq �N•$ aha TN c 222 Zoo 0 .. o `o' •ia wF 00 sheet X6 2e0 2 0 2'0 210 1 0 110 1 0 1.0 110 :. 60 1 2, •i 6 0 1.0 1 0 1 0 110 200 2.0 2 0 210 2.0 a890 890 la 'tJ--.�l RI / MI y__ F MK ■ ■■Si ��■■ ■�_��� ■■■■ 890 890 r... , NM rd■■■■ IN 890 P1t7.4L 89026 885 Ronriw y Fill Area = 69. SF .: 26 7PaBst... 75 50 • �� -_' 887.4 ��-'�" 885 ��tg ..114a_ J---_ 50 885 : • • _ _ _ � a' 885 a 1`�--___� 890 890 210 885 2 ,:177111 0 2'0 �■ 200 110 : 110 1.0 _lJIIiiiN_•�.. 1.0 ■■�.�� 110 80 65 410 I 4111 110 1.0 1.0 110 885880 81100 1 2I 6' 80 110 2110 2.0 0 210 210 2 0) C 1. m a) C 0) C W C N• 0) C 0 a a - 0) C a) >- c C 0 0 (n Loc .,o O C 0 'II fn • 4) • E co ® E oa- D -C05 0) O O Cd 0 • Z I �heet ■ X7 2 0 24-0 220 2 0 180 160 1s0 1a0 1 0 60 4* 20 0 21 40 60 :i 100 190 140 1 0 1b0 2 0 220 2s0 2 0 280 28 891) 891.94 \ 890 / 28 1 ------\ " .e_ 38.26 Roadway Fi I Arer = 0 D \38.26/ �- 890 ✓ 28 25 Roadway Fill Area = 0 5 SF 080 \ -, _ ._ _ 890.7C e.. 8901 28 � \ —890 -------- Rondwny_iill Arer = 0 0 Imo— - - : \ 00 27 890 _ �_ 889.9£ ter.-- \\.. 890 /� / 27 \\755/ Arer = 0 0 18 —/ 75 Roadway Fill (27-\\ \ 890 _/ i —_ _ _ ,, • 890 / 27 50 Roadway Fi I Arer _yC7 \ 50 = 0 0 (21-7-\ \ 890 890 27 25 1 0a6.5 - l 25/ - /� Rondwny Fill 2 Area 0 1E10 = 17 160 9 SF 140 1£0 1 0 60 40 20 20 4] 60 8iJ 1 0 120 140 160 180 2 0 220 240 260 280 260 240 220 C o o12 YoN O n C • 1 0) w C E N •U C o o =N m o "�" p. N ? M u C L u o ( o=F awl O O U vi Q N 1 L. a m COQ •`2 O •C O 1i w S TY c �a U 2 al ?r CC sheet X8 2 0 2,-0 -kQd 220 2 0 180 160 140 0 1 0 80 60 •• 20 20 40 60 8i 100 0 140 1.0 160 2 0 220 2 0 250 2 890 0�, (25-- 885 SF �— �-_ 885.8 • --- \ 885 / ( 25\ \ �75J �5� roadway Fill Area = 137.9 ��• �� 2/ 5 890 885 Roadw __ iy Fill Area = 133 890 • — __���..,�885_3: a \ 885 880 25 ` 50 / 880 890 890 25 885• , : \�_�� .�- 884.8 —�—\ 885 25 25 880 880 25 8989—_ IN —�� 890 885 1/2500—_y�i.. (-215-\ 25-\ 885 Raadway Fill Area = 114 6 S 880 880 00 890 885 r _ -a _ .• i -111111 890 24 885 24 75 ! 880 '�"�►—� \ 880 \� 875 875 2 0 240 220 2 0 1 0 160 1'-0 120 1 0 60 60 1 20 ) 20 4 60 80 1Q0 1 0 140 160 1 0 2 0 220 240 260 2 0 0 C N 0 °3 U d C L a) C C 0) C LU C N •U V c a a• c C a) .5-- c 3 > i a vo 3h •N v E U A- E uq �N•$ aha TN c 222 Zoo 0 .. o `o' •ia wF 00 sheet X6 2e0 2 0 2'0 210 1 0 110 1 0 1.0 110 :. 60 1 2, •i 6 0 1.0 1 0 1 0 110 200 2.0 2 0 210 2.0 a890 890 la 'tJ--.�l RI / MI y__ F MK ■ ■■Si ��■■ ■�_��� ■■■■ 890 890 r... , NM rd■■■■ IN 890 P1t7.4L 89026 885 Ronriw y Fill Area = 69. SF .: 26 7PaBst... 75 50 • �� -_' 887.4 ��-'�" 885 ��tg ..114a_ J---_ 50 885 : • • _ _ _ � a' 885 a 1`�--___� 890 890 210 885 2 ,:177111 0 2'0 �■ 200 110 : 110 1.0 _lJIIiiiN_•�.. 1.0 ■■�.�� 110 80 65 410 I 4111 110 1.0 1.0 110 885880 81100 1 2I 6' 80 110 2110 2.0 0 210 210 2 0) C 1. m a) C 0) C W C N• 0) C 0 a a - 0) C a) >- c C 0 0 (n Loc .,o O C 0 'II fn • 4) • E co ® E oa- D -C05 0) O O Cd 0 • Z I �heet ■ X7 2 0 24-0 220 2 0 180 160 1s0 1a0 1 0 60 4* 20 0 21 40 60 :i 100 190 140 1 0 1b0 2 0 220 2s0 2 0 280 28 891) 891.94 \ 890 / 28 1 ------\ " .e_ 38.26 Roadway Fi I Arer = 0 D \38.26/ �- 890 ✓ 28 25 Roadway Fill Area = 0 5 SF 080 \ -, _ ._ _ 890.7C e.. 8901 28 � \ —890 -------- Rondwny_iill Arer = 0 0 Imo— - - : \ 00 27 890 _ �_ 889.9£ ter.-- \\.. 890 /� / 27 \\755/ Arer = 0 0 18 —/ 75 Roadway Fill (27-\\ \ 890 _/ i —_ _ _ ,, • 890 / 27 50 Roadway Fi I Arer _yC7 \ 50 = 0 0 (21-7-\ \ 890 890 27 25 1 0a6.5 - l 25/ - /� Rondwny Fill 2 Area 0 1E10 = 17 160 9 SF 140 1£0 1 0 60 40 20 20 4] 60 8iJ 1 0 120 140 160 180 2 0 220 240 260 280 260 240 220 C o o12 YoN O n C • 1 0) w C E N •U C o o =N m o "�" p. N ? M u C L u o ( o=F awl O O U vi Q N 1 L. a m COQ •`2 O •C O 1i w S TY c �a U 2 al ?r CC sheet X8 Green Acres Storage - Tower Park Drive - Waterloo, Iowa Oar Way Orakomv ri nrry a GREEN ACRES STORAGE PENSKE Pock Roots/ -moi••• ... • ...�esY 1 • Green Acres Storage ▪ Waterloo, Iowa - 02:03:2015 Hs I Proposed Building (' - - —.,. -1-1--1 -1-111111- J y GREEN •a ACRES STORAGE 0 P N ARCHITECTS 2• . Green Acres Storage Waterloo, Iowa - 02:03:2015 Proposed Building GREEN ACRES STORAGE 0 N ARCHITECTS 74'-0" 45'-0" r 245' 1 TOWER +�1 STALLS PARK DRIVE 1 26'-0"` 11 REGULAR STALLS 9 TRUCK 102,090 SQ. FT. TOTAL 3 STORY BUILDING 34,030 SQ. FT. PER FLOOR 50' J (<'k-1 L_ 3,500 SQ. FT. 1 STORY UNLOADING GARAGE .10 i . Green Acres Storage • Waterloo, Iowa - 02:03:2015 Proposed Site Plan Scale: 1/32"=1'0" North GREEN ACRES STORAGE 0 P N ARCHITECTS 4• Green Acres Storage Waterloo, Iowa - 02:03:2015 • Existing Dubuque Facility - Exterior GREEN ACRES STORAGE 0 P N ARCHITECTS 5 . Green Acres Storage • Waterloo, Iowa - 02:03:2015 Existing Dubuque Facility - Interior GREEN ACRES STORAGE P N ARCHITECTS Masterpiece on the Mississippi Seth Green Green Acres Storage 550 Lindale Drive Marion IA 52302 Dubuque Weed Ill' I Planning Services Department City Hall - 50 West 13th Street Dubuque, IA 52001-4805 (563) 589-4210 phone (563) 589-4221 fax (563) 690-6678 TDD p Ian ni ng@citvofd ubuque.org January 30, 2015 Subject: Green Acres Storage Facility 2126 Holliday Drive Dubuque, Iowa Mr. Green, This letter is written in reference to your request for a summary of our professional interaction as it regards development of your storage facility in Dubuque in 2012. In February of 2012 you and Steven Smith rezoned the property at 2126 Holliday Drive from PC Planned Commercial to C-3 General Commercial zoning district. Both the Zoning Advisory Commission and City Council approved your request. Subsequent to the rezoning you and your engineering firm, Buesing and Associates, submitted a site plan as required. The site plan was complete and well drafted and included a robust landscape plan and detailed storm water management measures as per the City's Unified Development Code requirements. A building permit for the project was issued on July 12, 2012. The building was erected in a timely fashion and the site plan provisions have all been completed. The landscaping is especially attractive and exceeds the City's requirements. In short, Mr. Green, you have complied with all City requirements in a timely, professional and courteous fashion and have been a pleasure to work with. I believe that yours is an attractive, well designed and built facility that contributes to the citizens of Dubuque and the local economy. Thank you. Guy Hemenway Assistant Planner 6 . Green Acres Storage Waterloo, Iowa - 02:03:2015 Letters of Reference City of Marion January 30, 2015 To Whom It May Concern, Planning and Development 1225 611) Avenue, Suite 210 Marion, Iowa 52302 I am writing in regards to Mr. Seth Green and Green Acres Storage. Mr. Green built his storage facility here in Marion in 2007 and completed an addition in 2014. The business is very attractive, secure and well managed. Mr. Green has been great to work with over the years and very responsive to any concerns or issues that are identified on his property; taking care of most concerns himself before they become a concern of the City. The storage facility is attractive, the security system is maintained and the operation is lighted appropriately. The grounds are attractive and well -kept; and the building, both inside and out is immaculate. In my opinion there is a right way to conduct business and a wrong way, both which may be successful; however when conducting business in the right way you are not only successful but respected in the community; Mr. Green is respected in the community. While I cannot speak directly to the proposed location or any zoning concerns associated with the project in Waterloo; I can speak to the professionalism of Mr. Green. He will do what he says or agrees to do and will work with the City to ensure that his operation is attractive, well -kept and highly regarded in the community. On a personal note, I not only worked with him when he brought his business to Marion, but I have also rented both vehicles and mini storage facilities from him. The vehicles I rented were very clean and in great condition; and, the units were secure, safe and very well kept. If you have and questions or comments regarding Mr. Green or his business operations in Marion please do not hesitate to contact me at 319-743-6321. Sincerely, Thomas D. Treharne, AICP Planning and Development Director GREEN ACRES STORAGE 0 P N ARCHITECTS