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Eagle Point Park Environmental Restoration Project Phase 2 Bioretention Basin Construction_HearingCity of Dubuque ITEM TITLE: SUMMARY: SUGGESTED DISPOSITION: Copyrighted March 2, 2020 Public Hearings # 2. Eagle Point Park Environmental Restoration Project Phase 2 - Bioretention Basin Construction, Tree Removal and Native Vegetation Establishment Proof of publication on notice of public hearing to consider approval of the approval of plans, specifications, form of contract, and estimated cost for the Eagle Point Park Environmental Restoration Project Phase 2 - Bioretention Basin Construction, Tree Removal and Native Vegetation Establishment, and the City Manager recommending approval. RESOLUTION Approval of plans, specifications, form of contract, and estimated cost for the Eagle Point Park Environmental Restoration Project: Phase 2 Bioretention Basin construction, tree removal, and native vegetation establishment Suggested Disposition: Receive and File; Adopt Resolution(s) ATTACHMENTS: Description Eagle Point Park Environmental Restoration Project Phase 2 - MVM Memo Staff Memo Eagle Point Park Concept Design Plan Eagle Point Park 100 Planset Eagle Point Park 100 Project Manual Resolution Proof of Publication Type City Manager Memo Staff Memo Supporting Documentation Supporting Documentation Supporting Documentation Resolutions Supporting Documentation Masterpiece on the Mississippi TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager Dubuque bitil All-A.aia City 111111 2007.2012.2013 2017*2019 SUBJECT: Eagle Point Park Environmental Restoration Project - Phase 2) Bioretention Basin Construction, Tree Removal, and Native Vegetation Establishment - Public Hearing for Approval of Plans and Specs (CIP #720-2301) DATE: February25, 2020 Leisure Services Manager Marie Ware and Planning Services Manager Laura Carstens recommend City Council approval of the plans, specifications, form of contract and estimated cost of $290,665.65 for the Eagle Point Park Environmental Restoration Project — Phase 2) Bioretention Basin Construction, Tree Removal, and Native Vegetation Establishment Project. I concur with the recommendation and respectfully request Mayor and City Council approval. 7' Mic ael C. Van Milligen MCVM:jh Attachment cc: Crenna Brumwell, City Attorney Teri Goodmann, Assistant City Manager Cori Burbach, Assistant City Manager Marie Ware, Leisure Services Manager Laura Carstens, Planning Services Manager Masterpiece on the Mississippi TO: Michael C. Van Milligen, City Manager FROM: Marie Ware, Leisure Services Manager Laura Carstens, Planning Services Manager Dubuque bard AIl•Aluerica City NATO, 1llii®r 2007.2012.2013 2017*2019 SUBJECT: Eagle Point Park Environmental Restoration Project — Phase 2) Bioretention Basin Construction, Tree Removal, and Native Vegetation Establishment — Public Hearing for Approval of Plans and Specs (CIP #720-2301) DATE: February 25, 2020 INTRODUCTION The purpose of this memo is to provide the City Council with information for the Public Hearing for Approval of Plans and Specs for Phase 2) Bioretention Basin Construction, Tree Removal, and Native Vegetation Establishment to continue construction work implementing the Eagle Point Park Environmental Restoration Management Plan (CIP #720-2301). Supporting documentation and a resolution are enclosed. BACKGROUND The Eagle Point Park Environmental Restoration Management Plan, approved by the City Council in January 2017, outlines the unique nature and value of this park and the importance of making the site more resilient. The report focuses on the restoration of native plants to improve the health of the ecosystem and enhance ecological functions such as water purification, groundwater recharge and pollinator support. Another major area of focus is the reduction of stormwater runoff and the use of stormwater best practices to reduce soil erosion and improve water quality. The City Council approved a $185,244 Contract with Emmons and Olivier Resources, Inc. (EOR) in October 2018 for Project Design, Construction Management, and Grant Administration Services. EOR is assisting the City with implementing best practices outlined in the Environmental Restoration Management Plan as well as grant administration and Section 106 historic preservation review. . EOR was also awarded an additional $16,466.08 for design and archaeological monitoring relating to the federal review process. EOR's total budget is $201,710.08. DISCUSSION The City team for this project includes staff from Leisure Services, Engineering, and Planning Services Departments. City Staff and the EOR team are receiving guidance from the Iowa Department of Natural Resources (IDNR) and the Iowa Department of Eagle Point Park is listed in the National Register of Historic Places. The park has been determined to possess historic, architectural, cultural, and archeological resources. The commentary from the State Historic Preservation Office (SHPO) required additional information from our consultants re: design aspects of bio-retention basins along the park road and the question of removal of potential legacy trees in that specific basin area. This in turn generated additional design work by EOR and archeological monitoring by Bear Creek Archeology. The bio-retention basin work recently was cleared by SHPO and the National Park Service. Consequently, City staff have been working with EOR consultants and IDNR and IDALS staff to move the project forward through two bidding packages. Phase 1) Turf Conversion and Soil Quality Restoration (SQR) was initiated in July 2019. Phase 2) Bioretention Basin Construction, Tree Removal, and Native Vegetation Establishment was delayed until February 2020. Due to the different type of the work involved for these phases, we expect to receive favorable bids by separating the construction work. The general nature of the work involved with Phase 2 is: grading, drainage pipes and structures, erosion and sediment control, native landscaping, vegetation establishment and maintenance. EOR estimated Phase 2 will cost $290,665.65 as shown below. Phase 2 - Cost Estimate Amount Construction Total $264,241.50 Construction Contingency (10%) $26,424.15 Total $290,665.65 PROJECT SCHEDULE The proposed project schedule for Phase 2 is Post Notice to Bidders Notice of Public Hearing on Plans and Specs Pre -Bid Meeting Public Hearing on Plans and Specs Receipt of Bid Proposals (Bid Opening) Award Construction Contract Project Substantial Completion Date summarized below: February 20, 2020 February 20, 2020 February 27, 2020 March 2, 2020 March 9, 2020 March 16, 2020 June 30, 2020 BUDGET IMPACT The IDNR is a major funding partner with $801,300 in state and federal pass -through grants awarded for this project, leveraged by $79,597 from the Leisure Services Department's FY14 Capital Improvement Project (CIP) #7202301 for Eagle Point Park. The City has two Resource Enhancement and Protection (REAP) grants from IDNR, a $175,000 Land and Water Conservation Fund (LWCF) federal pass -through grant from the National Park Service (NPS) to the IDNR, and a State Revolving Fund (SRF) Sponsored Project of $259,722 from the IDNR. Total project funding is $832,452.00 as set forth below: 2 Total Project Funding Source Agency / Dept. Amount FY14 CIP #7202301 Stormwater Erosion City Leisure Services $79,597.00 REAP Grant #16-R4-CZ State IDNR $150,000.00 LWCF Grant #19-01320 Federal NPS / IDNR $175,000.00 REAP Grant #18-R4-FC State IDNR $200,000.00 SRF Sponsor Grant #WRR17-017 State IDNR / IDALS $227,855.00 Total $832,452.00 With consulting costs of $201,710.08 for EOR and Bear Creek Archeology, the available construction budget for Phases 1 and Phase 2 is $630,741.92 as shown below. Total Project Expenses Amount EOR Original Contract $185,244.00 EOR Additional Design + Bear Creek Archaeological Monitoring $16,466.08 Construction budget (Phase 1 and Phase 2) $630,741.92 Total $832,452.00 The Phase 1 cost of $326,225.20 and the Phase 2 estimate of $290,665.65 totals $616,890.85, which is $13,851.07 below the construction budget of $630,741.92. Project Phases Amount Phase 1) Turf Conversion and Soil Quality Restoration (contract) $326,225.20 Phase 2) Bioretention Basin Construction, Tree Removal, and Native Vegetation Establishment (estimate) $290,665.65 Total $616,890.85 RECOMMENDATION Our recommendation is for the City Council to hold the public hearing and adopt the enclosed resolution approving the plans, specifications, form of contract and estimated costs for the Phase 2) Bioretention Basin Construction, Tree Removal, and Native Vegetation Establishment project to continue construction work implementing the Eagle Point Park Environmental Restoration Management Plan. Enclosures cc: Jenny Larson, Director of Finance and Budget Stephen Fehsal, Parks Division Manager 3 Prepared by: Laura Carstens, City Planner Address: City Hall, 50 W. 13th St. Telephone: 563-589-4210 Return to: Kevin Firnstahl, City Clerk Address: City Hall, 50 W. 13th St. Telephone: 563-589-4121 RESOLUTION NO. 80-20 APPROVAL OF PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATED COST FOR THE EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT: PHASE 2) BIORETENTION BASIN CONSTRUCTION, TREE REMOVAL, AND NATIVE VEGETATION ESTABLISHMENT NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA THAT: The proposed plans, specifications, form of contract and estimated cost for the Eagle Point Park Environmental Restoration Project: Phase 2) Bioretention Basin Construction, Tree Removal, and Native Vegetation Establishment, in the estimated cost of $290,665.65, are hereby approved. Passed, approved and adopted this 2nd day of March 2020. Roy D. Buol, Mayor Attest: Kevi S. Firnstahl, City Clerk Scale:1"=300' N 0 75 150 300 LEGEND Turf Conversion Soil Quality Restoration Bioretention Runoff Diverter Existing Ravine Existing Headcut Existing Subwatershed Masterpiece on the Mississippi _r EAGLE POINT PARK I CONCEPT DESIGN NOV. 28, 2018 EO' water ecology community G `s s i O Q < 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 9 41.1 c 2 LAWS OF THE STATE OF IOWA CO AARON L GI Z W GWINNUP 22558 Z m n7 AARON L.GWINNUP,P.E. REG. NO. 22558 DATE J MY LICENSE RENEWAL DATE IS 12/31/2021 O W 11, PAGES OR SHEETS COVERED BY THIS SEAL: SHEETS 1-25 '1��r, rFr�+. 4+ts tt I HEREBY CERTIFY THAT THE PORTION OF THE TECHNICAL SUBMISSION DESCRIBED a-1 °% V F /O �11 BELOW WAS PREPARED BY ME OR UNDER 1 ‘ C3'\. A i= MY DIRECT PERSONAL SUPERVISION AND • •, _7 j * • * THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE .'�� OF IOWA •• BRITTA M. • 7. -n HANSEN I— - BRITTA M. HANSEN, PLA CIS • 00696 ! U : REG. NO. 00696 DATE SA••..••! \ ' MY LICENSE RENEWAL DATE IS 06/30/2020 �,��L •• I�7' YDSGr�...', g PAGES OR SHEETS COVERED BY THIS SEAL: •l..I,...,sb.•, SHEETS16-18 RESOURCE LIST CITY OF DUBUQUE CITY HALL 50 W. 13TH STREET DUBUQUE, IA 52001 MAYOR: ROY D. BUOL CITY MANAGER: MICHAEL C. VAN MILLIGEN LEISURE SERVICES MANAGER: MARIE WARE PARK DIVISION MANAGER: STEVE FEHSAL 563-581-9008 UTILITIES LOCAL CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 563-589-0890 ELECTRIC ALLIANT ENERGY 1031 IOWA ST DUBUQUE, IA 52001 800-255-4268 GAS ALLIANT ENERGY 1031 IOWA ST DUBUQUE, IA 52001 800-255-4268 IOWA ONE CALL Required 48-Hour Notice Prior to the commencement of any excavation planned or scheduled to occur within the state of Iowa, all excavators (persons planning to engage in any form of excavating) must contact the Iowa One Call Notification System and provide notice of the planned excavation at least 48-hours prior to the commencement of the planned excavation - excluding Saturdays, Sundays and legal holidays. Failure to notify the Iowa One Call System prior to engaging in any type of digging or excavating is a serious breach of Iowa law. Contractors and professional excavators perform more activities that disturb the earth than any other sector and the rules and regulations involving excavation safety and underground damage prevention are critical to the professional contractor and excavator. Methods of Providing Information for Locate Requests The IOC Call Center can be Reached 24-Hours a Day, 7 Days a Week via your landline or cellular telephone: Simply dial 811 or call 800-292-8989 Online Ticket Entry System: WWW.IOWAONECALL.COM The new "iTic" system provides a user-friendly Internet -based application for submitting and tracking Iowa One Call locate requests. Each locate request that is processed is assigned a serial number by the computer. This number contains all the information about your call. It is important to write this number down and keep it with your records. Iowa One Call retains this information for six years. Excavators may be liable for any damages they may cause to buried facilities. Simply calling Iowa One Call does not necessarily relieve an excavator of these potential liabilities. For example, a damaged fber optics line may be extremely costly to repair and the financial obligation of the contractor/excavator responsible for the damage. Excavators need to take precautions and dig safely to avoid damaging buried facilities. In the event the locate markings are clearly inaccurate the liability for damage may shift to the facility operator. 6 5 4 3 2 1 NO 2/13/2020 1/15/2020 2/13/2019 1/4/2019 DATE AG AG DL DL BY 100% BID DOCUMENTS 90% SUBMITTAL 60% SUBMITTAL 30% SUBMITTAL REVISION CITY OF DUBUQUE EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II DUBUQUE, DUBUQUE COUNTY, IOWA o°'6r ora , Asbury it PROJECT LOCATION John F xr.• Hwcr••t 60 YN" �ay4. Ar• Eagle Point Park 9 WHI{S & CD CONSTRUCTION NOTE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO MAINTAIN OPERATION OF EXISTING UTILITIES THROUGHOUT THE DURATION OF THE PROJECT. IN THE EVENT THAT AN INTERRUPTION OF SERVICE IS UNAVOIDABLE IN ORDER TO COMPLETE THE WORK, CONTRACTOR SHALL PROVIDE ADEQUATE NOTIFICATION TO ALL AFFECTED BUSINESSES AND/OR RESIDENCES A MINIMUM OF 3 WORKING DAYS IN ADVANCE OF ANY INTERRUPTION. EXISTING UTILITIES THE LOCATION OF UNDERGROUND FACILITIES AND/OR STRUCTURES AS SHOWN ON THE PLANS ARE BASED ON AVAILABLE RECORDS AT THE TIME THE PLANS WERE PREPARED AND ARE NOT GUARANTEED TO BE COMPLETE OR CORRECT. THE SUBSURFACE UTILITY INFORMATION SHOWN IS UTILITY QUALITY LEVEL D, AS DETERMINED USING THE GUIDELINES OF "Cl/ASCE 38-02 STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA," EXCEPT FOR STORM SEWER WHICH IS UTILITY QUALITY LEVEL C. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO DETERMINE THE EXACT LOCATION OF ALL FACILITIES AND TO PROVIDE ADEQUATE PROTECTION OF SAID UTILITIES DURING THE COURSE OF WORK. Know what's below. CaII before you dig. 1OWA CONE Emmons & Olivier Resources, Inc. 7030 6th Street North water Oakdale. MN 55128 ecology Tele: 651.770.8448 community www.eorinc.com !Masterpiece on the Mississippi SUBMISSION DATE: 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 Sheet List Table Sheet Number Sheet Title 01 TITLE SHEET 02 SCHEDULE OF ESTIMATED QUANTITIES 03 LEGEND 04 GENERAL NOTES 05 EXISTING CONDITIONS - PARK OVERVIEW 06 EXISTING DRAINAGE AREAS 07 SOIL BORING LOCATION MAP 08 SOIL BORING DATA SHEET 1 & 2 09 SOIL BORING DATA SHEET 3 & 4 10 EXISTING CONDITIONS - PROJECT AREA 11 REMOVALS PLAN 12 BIORETENTION OVERVIEW PLAN 13 BASIN 1 DETAIL PLAN 14 BASIN 2 & 3 DETAIL PLAN 15 EROSION CONTROL PLAN 16 TREE PLANTING 17 DETAIL PLANTING PLAN 1 18 DETAIL PLANTING PLAN 2 19 DETAIL SHEET 1 20 DETAIL SHEET 2 21 DETAIL SHEET 3 22 DETAIL SHEET 4 23 DETAIL SHEET 5 24 DETAIL SHEET 6 25 DETAIL SHEET 7 * THIS PLAN SET CONTAINS 25 PLAN SHEETS GOVERNING SPECIFICATIONS THE 2020 REVISED EDITION OF THE SUDAS "STATEWIDE URBAN DESIGN AND SPECIFICATIONS" (SUDAS) MANUAL, 2015 IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, THE CURRENT EDITION OF THE IOWA STORM WATER MANAGEMENT MANUAL (ISWMM) SPECIFICATIONS, AND SPECIAL PROVISIONS SHALL GOVERN. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO IOWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING FIELD MANUAL FOR TEMPORARY CONTROL ZONE LAYOUTS. CLIENT CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 ENGINEER & LANDSCAPE ARCHITECT EMMONS & OLIVIER RESOURCES, INC. SUITE 200 - 2201 E. GRANTVIEW DRIVE CORALVILLE, IOWA 52241 TELEPHONE: (319) 594-1139 FAX: (651) 770-2552 eorinc.com CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 CWSRF NO. CS192079201 ICITY CIP NO. 1002643 TITLE SHEET SHEET 01 OF 25 SHEETS Item No, Item Sudas Reference # Unit QTY 1 Clearing and Grubbing, 6" - 18" 2010-1.08-A EA 9.00 2 Clearing and Grubbing, 18" - 24" 2010-1.08-A EA 6.00 3 Clearing and Grubbing, 25" - 36" 2010-1.08-A EA 10.00 4 On -site Topsoil (Strip, Salvage, and Respread) 2010-1.08-D1 CY 500.00 5 Excavation Class 10 2010-1.08-E CY 600.00 6 Back Fill Material (Rain Garden Soil) 80-10-10 Mix 2010-1.08-Special CY 340.00 7 Storm Sewer, HDPE 12" 4020-1.08-A LF 110.00 8 Storm Sewer, HDPE 18" 4020-1.08-A LF 35.00 9 CMP Apron, 12" 4030-1.08-B EA 3.00 10 CMP Apron, 18" 4030-1.08-B EA 2.00 11 Type 1 Subdrain, HDPE, 8" 4040-1.08-A LF 313.00 12 Type A-2 Cleanout 4040-1.08-C EA 5.00 13 Circular Area Intake (SW-512), 24" dia. 6010-1.08-B EA 5.00 14 Castings for Area Intakes (SW-604), Type 3 6010-1.08-A/B EA 2.00 15 Castings for Area Intakes (SW-604), Type 5 6010-1.08-A/B EA 3.00 16 Removal of Shared Use Path (Concrete Flume) 7030-1.08-A SY 112.00 17 Storage Aggregate 7080-1.08-D CY 330.00 18 Filter Aggregate 7080-1.08-E CY 80.00 19 Hydraulic seeding and mulching, Type 4 (Temporary Erosion Control Mix, No Fertilizer) 9010 1.08 B ACRE 0.90 20 Hydromulch: Mechanically Bonded Fiber Matrix 9010-1.08 ACRE 0.90 21 Tree (Including warranty) - 2" 9030-1.08-B EA 18.00 22 Shrub (Including warranty) 9030-1.08-B EA 14.00 23 Ground Cover Plant (Including warranty) 9030-1.08-B EA 1,387.00 24 Mulch, Shredded Hardwood, 3 Inch Depth Special CY 51.00 25 SWPPP Management 9040-1.08-A LS 1.00 26 Temporary Rolled Erosion Control Products (RECP), Type 2.A 9040-1.08-E SY 610.00 27 Wattle, install 9040-1.08-F1 LF 900.00 28 Wattle, remove 9040-1.08-F2 LF 900.00 29 Rip Rap, Erosion Stone 9040-1.08-J TON 8.00 30 Anti -seep Collar 9040-1.08L1 EA 6.00 31 Silt Fence, install 9040-1.08-N1 LF 880.00 32 Silt Fence, removal of sediment 9040-1.08-N2 LF 880.00 33 Stabilized Construction Entrance 9040-1.08-02 EA 2.00 34 Stabilized Construction Entrance, removal 9040-1.08-0 EA 2.00 35 TURF REINFORCEMENT MATS (TRM), Type 2 9040-1.08-R SQUARE 25.00 36 Inlet Proctection Device, install "High Flow" type (surface or drop 9040-1.08-T1 EA 7.00 37 Inlet Protection Maintenance 9040-1.08-T2 EA 7.00 38 Additional Erosion Control Measures Special ALLOW 1.00 39 Limestone Custom Inlet - Basin 1 9070-1.08-SPECIAL LS 1.00 40 Limestone Retaining Wall Block - 12" x 12" x 3' 9070-1.08-SPECIAL TON 20.00 41 Remove and Cap Water Supply Pipe SPECIAL LS 1.00 42 Construction Survey 11010-1.08A LS 1.00 43 Mobilization 11,020-1.08A LS 1.00 44 Concrete Washout 11050-1.08A EA 1.00 45 Utility Potholing SPECIAL LS 1.00 NOTE: MATERIAL, LABOR, AND EQUIPMENT ARE CONSIDERED INCIDENTAL TO WORK IF NOT ITEMIZED HERE. 6 5 4 2/13/2020 AG 100% BID DOCUMENTS 3 1/15/2020 AG 90% SUBMITTAL 2 2/13/2019 DL 60% SUBMITTAL 1/4/2019 DL 30% SUBMITTAL NO DATE BY REVISION RREmmons & Resources, Inc.ln 7030 6th Street North water Oakdale. MN 55128 ecology Tele: 651.770.8448 community www.eorinc.com !Masterpiece on the Mississippi SUBMISSION DATE: 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 SCHEDULE OF ESTIMATED QUANTITIES CWSRF NO. CS192079201 ICITY CIP NO. 1002643 SHEET 02 OF 25 SHEETS LEGEND LEGEND FEATURE EXISTING PROPOSED FEATURE OVERHEAD ELECTRIC LINES °HE EROSION CONTROL BLANKET BURIED ELECTRIC LINES UGE ROLLED EROSION CONTROL TYPE 2.A FIBER OPTIC LINES Fo GAS LINES TEMPORARY SEED AND BURIED TELEPHONE UGT BONDED FIBER MATRIX BURIED CABLE TV CHAIN LINK FENCE TURF REINFORCEMENT MAT SANITARY SEWER LINE PRODUCT, TYPE 2 SANITARY SEWER FORCEMAIN -- SANITARY SEWER SEWER MANHOLE OS STORM SEWER LINE — — — STORM SEWER MANHOLE O O WATERMAIN PARK BOUNDARY UTILITY POLE SLOPE ARROW SPOT ELEVATION UTILITY CAUTION GRILL SIGN >;t 1410.0 ❑ S EN 4:1 \-1405.75 SILT FENCE / TREE PROTECTION WATTLE CONSTRUCTION ENTRANCE INLET PROTECTION EXISTING PROPOSED EXISTING MAJOR CONTOUR LINES — — 1410 — — — EXISTING MINOR CONTOUR LINES ------ 1407 - PROPOSED MAJOR CONTOUR LINES PROPOSED MINOR CONTOUR LINES SOIL BORING LOCATION TREES SHRUBS 1 SB-1 EXISTING + + + + + + + + - + + + +_ M-S F -S F\/\-S F v�v0c (i (i c ("1 1410 I---- -11407 PROPOSED 6 5 4 2/13/2020 AG 100% BID DOCUMENTS 3 1/15/2020 AG 90% SUBMITTAL 2 2/13/2019 DL 60% SUBMITTAL 1/4/2019 DL 30% SUBMITTAL NO DATE BY REVISION EREmmons & Olivier Resources, Inc. 7030 8th Street North a t e r Oakdale. MN 55128 ecology Tele: 651.770.8448 community www.eorinc.com !Masterpiece on the Mississippi SUBMISSION DATE 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 LEGEND CWSRF NO. CS192079201 ICITY CIP NO. 1002643 SHEET 03 OF 25 SHEETS GRADING & EROSION CONTROL NOTES 22. SEE SUDAS SECTION 6010, STRUCTURES FOR SANITARY AND STORM SEWER, FOR STORM SEWER STRUCTURES INSTALLATION AND QUALITY CONTROL. GENERAL LANDSCAPE NOTES SEEDING NOTES 6 5 4 3 2 1 NO 1. CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION BY CALLING IOWA ONE CALL AT 1-800-292-8989. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4. ACCEPTANCE OF INSTALLED PERIMETER EROSION CONTROL, AND CONSTRUCTION ENTRANCE MUST BE MADE BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME TEMPORARY EROSION CONTROL MEASURES MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIC AREA. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE UPON APPROVAL OF ENGINEER. 5. CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF CITY, COUNTY, STATE AND N.P.D.E.S PERMITS. 6. THE PROJECT AREA OVERLAPS WITH AN EXISTING AND ONGOING NATIVE VEGETATION RESTORATION PROJECT. THE CONTRACTOR, APPLIED ECOLOGICAL SERVICES, HAS AN ACTIVE NPDES PERMIT FOR THE ENTIRE PARK, INCLUDING THIS PROJECT. 7. ALL EXPOSED SOIL AREAS WITHIN 100 FEET OF A WATER OF THE STATE OR ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A WATER OF THE STATE MUST BE STABILIZED WITHIN 24 HOURS OF COMPLETION OF GRADING ACTIVITIES. 8. ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH CRUSHED ROCK ACROSS FULL WIDTH FROM ENTRANCE POINT INTO THE CONSTRUCTION ZONE PER SUDAS. 9. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, COUNTY, STATE AND N.P.D.E.S. PERMITS. 10. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF TEMPORARY EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION. 11. MAINTAIN EXISTING EROSION CONTROL. RE-ESTABLISH ANY EXISTING EROSION CONTROL DISTURBED BY CONSTRUCTION. 12. CONTRACTOR SHALL PROVIDE ADDITIONAL TEMPORARY EROSION CONTROL MEASURES AS REQUIRED FOR CONSTRUCTION OR AS REQUIRED BY ENGINEER. 13. REMOVE ALL EROSION CONTROL MEASURES UPON APPROVAL OF ENGINEER. 14. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS WITHIN 24 HOURS OF DISCOVERY OR REQUESTED BY ENGINEER. 16. IF BLOWING DUST IS DEEMED A NUISANCE BY ENGINEER, OWNER, PERMITTING AUTHORITIES, OR ADAJCENT LAND OWNERS, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK OR APPROVED EQUAL TO ALL CONSTRUCTION AREAS IMMEDIATELY. 17. SWEEP ADJACENT STREETS WITH SWEEPER AND PICK-UP BROOM IN ACCORDANCE WITH CITY AND STATE REQUIREMENTS. 18. INSPECT EROSION CONTROL DEVICES AFTER EACH RAINFALL PER SPECIAL PROVISIONS. IMMEDIATELY REPAIR FAILED OR FAILING EROSION CONTROL DEVICES. 19. SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS. NOTIFY ENGINEER MIN. 72 HOURS PRIOR TO COMPACTION TESTING SO ADEQUATE INSPECTION CAN TAKE PLACE. FAILURE TO NOTIFY ENGINEER MAY RESULT IN CORRECTIVE WORK PERFORMED AT CONTRACTOR'S EXPENSE. 20. SEE SUDAS SECTION 2010, EARTHWORK, SUBGRADE, AND SUBBASE FOR ALL EXCAVATION RELATED WORK AND QUALITY CONTROL. 21. SEE SUDAS SECTION 4020, STORM SEWER AND STANDARD DETAILS FOR STORM SEWER INSTALLATION AND QUALITY CONTROL. 2/13/2020 1/15/2020 2/13/2019 1/4/2019 DATE AG AG DL DL BY 100% BID DOCUMENTS 90% SUBMITTAL 60% SUBMITTAL 30% SUBMITTAL REVISION 23. REVIEW SPECIAL PROVISIONS FOR MODIFICATIONS TO IDOT OR SUDAS SPECIFICATIONS. 24. AN ARCHAEOLOGICAL MONITOR MUST BE ON SITE FOR GROUND DISTURBING ACTIVITIES (EXCAVATION OF BIORETENTION BASINS). CONTACT BEAR CREEK ARCHAEOLOGY, 563-547-4545. 25. SHOULD ANY CULTURAL, HISTORICAL, OR PALEONTOLOGICAL RESOURCES BE EXPOSED AS PART OF PROJECT ACTIVITIES, THE NATIONAL PARK SERVICE MUST BE NOTIFIED IMMEDIATELY IN ACCORDANCE WITH THE PROTECTION OF HISTORIC PROPERTIES REGULATIONS OF THE ADVISORY COUNCIL ON HISTORIC PRESERVATION [36 CFR Part 800.13(b)]. IF HUMAN REMAINS ARE ACCIDENTALLY DISCOVERED, IOWA BURIAL LAW [Code of Iowa, Sections 263B 5231.316, and 716.5; IA 685, Ch. 11.1] REQUIRES THAT ALL WORK IN THE VICINITY OF THE FINDING BE HALTED, THE REMAINS PROTECTED, LOCAL LAW ENFORCEMENT OFFICIALS NOTIFIED, AND THE BURIAL PROGRAM DIRECTOR AT THE OSA CONTACTED IMMEDIATELY: 319-384-0740). 26. BIORETENTION BASINS SHALL BE CONSTRUCTED WITH FLAT AND LEVEL BOTTOMS. EACH BASIN SHALL BE INSPECTED BY THE ENGINEER AFTER EXCAVATION AND PRIOR TO THE PLACEMENT OF ANY MATERIALS. EACH LAYER OF THE BASIN MEDIA SHALL BE INSPECTED DURING CONSTRUCTION TO ENSURE THAT IT IS LEVEL. 27. PLACEMENT OF BASIN AGGREGATE AND SOIL MEDIA WITH A "TELE-BELT" OR SIMILAR REMOTE METHOD IS REQUIRED. ENTRY INTO BIORETENTION BASINS WITH EQUIPMENT OTHER THAN HAND TOOLS IS PROHIBITED. 28. EARTHWORK ASSUMPTIONS A. SEE CONTRACT DOCUMENTS FOR INCLUSIONS, INCLUDING BUT NOT LIMITED TO MEASUREMENT & PAYMENT. B. ALL QUANTITIES ARE PLAN (P) QUANTITIES. C. TOPSOIL SHALL BE SALVAGED AND RE -USED ON SITE - 4" MIN. D. COMMON EXCAVATION INCLUDES A SUBCUT FOR ALL BIORETENTION BASINS. E. EARTHWORK DOES NOT BALANCE ON SITE. EROSION CONTROL ALLOWANCE 1. AN EROSION CONTROL ALLOWANCE HAS BEEN PROVIDED FOR ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT. THIS ALLOWANCE IS FOR ITEMS ABOVE AND BEYOND THE MEASURES LISTED IN THE BID TAB OR AS SHOWN ON THE CONTRACT DOCUMENTS. 2. THE CONTRACTOR SHALL SUBMIT IN WRITING ADDITIONAL MEASURES, INCLUDING, BUT NOT LIMITED TO TYPE, LOCATION, AND REASON FOR SAID MEASURES, AND SHALL NOT BE IMPLEMENTED WITHOUT PRIOR WRITTEN AUTHORIZATION BY ENGINEER. SUCH MEASURES MUST BE ABOVE AND BEYOND THOSE SPECIFIED IN THE CONTRACT DOCUMENTS. ANY MEASURES INSTALLED PRIOR TO ENGINEER APPROVAL WILL NOT RECEIVE PAYMENT. 3. MEASUREMENT AND PAYMENT OF ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS, AND UNIT PROCES SHALL BE THE SAME FOR ITEMS INCLUDED IN THE BID TAB. ADDITIONAL ITEMS NOT INCLUDED IN THE BID TAB SHALL BE NEGOTIATED FOR UNIT PRICE PRIOR TO WORK COMMENCING. IT IS THE REPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ENGINEER'S ATTENTION ADDITIONAL ITEMS FOR INCLUSION UNDER ALLOWANCE. 4. ADDITIONAL MEASURES NOT ALLOWED FOR APPROVAL UNDER THIS ALLOWANCE INCLUDE TEMPORARY EROSION & SEDIMENT CONTROL BASINS, INCLUDING, BUT NOT LIMITED TO EXCAVATION, EROSION & SEDIMENT CONTROL, OUTLET STRUCTURES, DEWATERING, AND REMOVAL OF SAID BASINS AND STRUCTURES. SUCH TEMPORARY BASINS SHALL BE CONSIDERED INCIDENTAL TO COMMON EXCAVATION, WITH NO ADDITIONAL PAYMENT MADE FOR CONSTRUCTION, MAINTENANCE, OR REMOVAL OF SAID BASINS. LANDSCAPE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. 2. LANDSCAPE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. LANDSCAPE CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND MATERIALS SUPPLIED. 4. LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. DAMAGE TO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. LANDSCAPE CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION BEGINS. 6. LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. 7. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF FINAL ACCEPTANCE BY LANDSCAPE ARCHITECT. REPAIR OF ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO FINAL ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 8. EXISTING TREES TO REMAIN, UPON DIRECTION OF LANDSCAPE ARCHITECT, SHALL BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD AND DAMAGED BRANCHES. DO NOT REMOVE OR GRUB ANY TREES EXCEPT THOSE SHOWN ON THE REMOVALS PLAN, WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. 10. LANDSCAPE CONTRACTOR SHALL PREPARE AND SUBMIT A WRITTEN REQUEST FOR THE SUBSTANTIAL COMPLETION INSPECTION OF LANDSCAPE AND SITE IMPROVEMENTS PRIOR TO SUBMITTING FINAL PAY REQUEST. PLANTING NOTES NO PLANTS WILL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA 2. SEE SUDAS FOR SEEDING AND SHRUB PLANTING DETAILS AND INSTRUCTIONS 3. PROPOSED PLANT MATERIAL SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1. UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED HEIGHT. ORNAMENTAL TREES SHALL HAVE NO 'V' CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' FEET ABOVE THE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACE. 4. 5. PLANT SYMBOLS ON PLAN DRAWING TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS AND DETAILS TAKE PRECEDENCE OVER NOTES. TREES SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. LANDSCAPE ARCHITECT MUST APPROVE STAKING OF PLANT MATERIAL PRIOR TO DIGGING. 6. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS GRANTED IN WRITING BY THE LANDSCAPE ARCHITECT TO THE LANDSCAPE CONTRACTOR. 7. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF PLANTS. 8. PLANT MATERIALS TO BE INSTALLED PER SUDAS PLANTING DETAILS. 9. WATER ALL PLANT MATERIAL WITHIN 2 HOURS OF PLANTING. APPLY ENOUGH WATER TO THOROUGHLY SATURATE ALL PLANTING SOIL. 10. SHRUBS AND PERENNIALS SHALL BE PLANTED INTO EROSION CONTROL BLANKET, WHERE APPLICABLE, WITH AS MINIMAL DISTURBANCE TO BLANKET AS NEEDED FOR PLANTING. 11. BASIN BOTTOMS TO RECEIVE 3" DEPTH SHREDDED HARDWOOD MULCH, PER DETAILS, COVERED IN ROLLED EROSION CONTROL PRODUCT, TYPE 2A. 12. ALL TREE AND SHRUB PLANTINGS (OUTSIDE OF BASINS) TO RECEIVE 3' DIA. RING OF SHREDDED HARDWOOD MULCH (3" DEPTH). MULCH SHALL BE INCIDENTAL TO TREES AND SHRUBS. 13. LANDSCAPE CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH TWO (2) CALENDAR YEARS FROM THE DATE OF FINAL ACCEPTANCE. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. Emmons & Resources, Inc.ln 7030 8th Street North water Oakdale, MN 55128 ecology Tele: 651.770.8448 community www.eorinc.com Masterpiece on the Mississippi SUBMISSION DATE: 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 1. ALL DISTURBED AREAS OUTSIDE OF BASIN MULCHED AREAS SHALL BE SEEDED WITH SUDAS TYPE 4 - URBAN TEMPORARY EROSION CONTROL MIXTURE AT THE RECOMMENDED RATE, AND STABILIZED WITH MODIFIED BONDED FIBER MATRIX (MBFM) HYDROMULCH. DO NOT FERTILIZE. 2. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROPER GERMINATION OF SEEDED AREAS. WATER SEEDED AREAS AS NECESSARY UNTIL GERMINATION ACROSS THE SITE IS >80%. 3. AREAS OF BARE GROUND THAT PERSIST ONE MONTH AFTER SEEDING OPERATIONS MUST BE RE -SEEDED, AND PROPER GERMINATION ACHIEVED, PRIOR TO FINAL PAYMENT. CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 CWSRF NO. CS192079201 ICITY CIP NO. 1002643 GENERAL NOTES SHEET 04 OF 25 SHEETS Kew Mutt below. CaII before you dig ©NE CALL 6 5 4 3 2 1 NO 2/13/2020 1/15/2020 2/13/2019 1/4/2019 DATE AG AG DL DL BY 100% BID DOCUMENTS 90% SUBMITTAL 60% SUBMITTAL 30% SUBMITTAL REVISION SCALE IN FEET 0 150 300 I 600 Emmons & Resources, Inc.ln 7030 6th Street North water Oakdale. MN 55128 ecology Tele: 651.770.8448 community www.eorinc.com !Masterpiece on the Mississippi 640 [,_=_„--" jl Z^ PROJECT AREAL RESTROOMSI / if N�� 800� 790-jt 111' \k‘ ----"[T--IROLLEYITRAIIII‘ '''9'7::'-':"-'-:-------77:----•'llr'��_ /i/, /��_________________________________---------------------Tj& '0. SUBMISSION DATE: 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 CWSRF NO. CS192079201 ICITY CIP NO. 1002643 0 0 Q2 EXISTING CONDITIONS - PARK OVERVIEW SHEET 05 OF 25 SHEETS ri? \\\ -;:-N \ \ \11I-- ' \ --\ ic?, ) ) ' %\ lOWAM s-(' \ \N- \ merAlrr.r�Aret� below. ©NE Call t etore you dI 6 5 4 3 2 1 NO 2/13/2020 1/15/2020 2/13/2019 1/4/2019 DATE AG AG DL DL BY 100% BID DOCUMENTS 90% SUBMITTAL 60% SUBMITTAL 30% SUBMITTAL REVISION 0 SCALE IN FEET 50 100 I 200 10 -800-- \\. - 790 5:- 0� 780 Emmons & Resources, Inc.ln 7030 6th Street North water Oakdale. MN 55128 ecology Tele: 651.770.8448 community www.eorinc.com !Masterpiece on the Mississippi -N760� SUBMISSION DATE: 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 s\,\ IDA: P-5B.1I N IDA: P-4B.2h \ CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 CWSRF NO. CS192079201 ICITY CIP NO. 1002643 840 - Qa EXISTING DRAINAGE AREAS SHEET 06 OF 25 SHEETS Ark \09_GIMS_ProjecW ame\dwg\1417_ • • • • • • Know whets below. CaIII before you d16 \\ • • • I � 1 \\N ©NE CAC.. 6 5 4 3 2 1 NO 2/13/2020 1/15/2020 2/13/2019 1/4/2019 DATE AG AG DL DL BY 100% BID DOCUMENTS 90% SUBMITTAL 60% SUBMITTAL 30% SUBMITTAL REVISION 0 SCALE IN FEET 30 60 I 1210 40; r 800 Emmons & Olivier Resources, Inc. 7030 6th Street North �TB T water Oakdale. MN 55128 V ecology Tele: 651.770.8448 community www.eorinc.com THE CITY OF !Masterpiece on the Mississippi 790 SUBMISSION DATE: 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 Jokc \_n A,\A-4 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 PROPOSED BASIN BOTTOM EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 CWSRF NO. CS192079201 ICITY CIP NO. 1002643 Q2 SOIL BORING LOCATION MAP SHEET 07 OF 25 SHEETS 0 0 fl m n N 0 O 01 0 gE a a u a 1 a 9- 0 0 S 0 BRAUN' INTERTEC LOG OF BORING Braun Geotechnical Eagle Project B1813256 Exploration Point Park IA BORING: B-1 LOCATION: Latitude:42.538002° Longitude: -90.648877° Dubuque, DRILLER: C.G acey/B. Ward METHOD: 31f4" HSA, Autohammer DATE: 12/28/18 SCALE: 1" =4' Elev. feet 817.0 Depth feet 0.0 Symbol Description of Materials (Sae-ASTM 02488 or 172487, Rock-USACE EM1110-1-2908) BPF WL Tests or Notes 1 Al R 7 _ (13, TS 40. \Topsail r 11 qi,=2.0tsf q,=2.Otsf — 8.0 CL % % LEAN CLAY, trace Sand and wood chunks, light brown, most, stiff (Loess) — 15.0 C809.0 L ML(L j % SILTY CLAY, trace Sand, light brown, moist, stiff 9 802.0 i 14 , END OF BORING. Water level not observed while drilling. Boring then backfilled. 81813256 Braun Intertec Corporation 13-1 page 1 of 1 m 0 0 z a 0 u a 40 c 0 0 S 0 BRAUN' INTERTEC LOG OF BORING Braun Project B1813256 Geotechnical Exploration Eagle Point Park Dubuque, IA BORING: B_2 LOCATION: Latitude: 42.537645° Longitude:-90.648846` DRILLER: C.Gracey/B. Ward METHOD: 31f4" RSA, Autohammer DATE: 12/28/18 SCALE: 1" =4' Elev. feet 818.0 Depth feet 0.0 Symbol Description of Materials (Soil-ASTM 02488 or D2487, Rock-USACE EM1110-1-2908) BPF WL Tests or Notes 1 R17 7 t1 3, TS CL jj/j % % / \Topsoil r 13 10 qP = 2.5 tsf q,=2.5tsf *50 blows for 3 inches. = 811.5 6.5 LEAN CLAY, trace Sand, light brown, moist, stiff1 {Loess} 13.8 CL- ML = SILTY CLAY, trace Sand, light brown, moist, stiff (Loess) to hard —}, 804.2 R END OF BORING. Water level not observed while drilling. Boring then backfilled. 81813256 Braun Intertec Corporation 13-2 page l of l 6 5 4 2/13/2020 AG 100% BID DOCUMENTS 3 1/15/2020 AG 90% SUBMITTAL 2 2/13/2019 DL 60% SUBMITTAL 1/4/2019 DL 30% SUBMITTAL NO DATE BY REVISION Emmons & Inc. Resources, li 7030 6th Street North w at e r Oakdale. MN 55128 ecology Tele: 651.770.8448 community www.eorinc.com !Masterpiece on the Mississippi SUBMISSION DATE: 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 SOIL BORING DATA SHEET 1 & 2 CWSRF NO. CS192079201 ICITY CIP NO. 1002643 SHEET 08 OF 25 SHEETS z 1 �I 0 0 FV 0 Z a 0 0 0 BRAU N' INTERTEC LOG OF BORING Braun Project B1813256 Geotechnical Exploration Eagle Point Park Dubuque, IA BORING: B-3 LOCATION: Latitude:42.536946° Longitude: -90.649084° DRILLER: C.G acey/B. Ward METHOD: 3 1/4" HSA, Autohammer DATE: 12/28/18 SCALE: 1" =4 Elev. feet 812.0 Depth feet 0.0 Symbol Description of Materials (Scil-ASTM 02488 or D2487, Rock-USACE EM1110-1-2908) BPF WL Tests or Notes 1 R11 7_ 113, 7.5 TS Tij' \Topsail r 9 8 qo=3.0tsf = 804.5 CL ��LEAN d= CLAY, trace Sand, brown, moist, medium to stiff — (Loess) 7 15.0 CL- ML onywyr onywyr AA= NW!qi,=4.0tsf SILTY CLAY, trace Sand, brown, moist, medium (Loess) to hard — ) 797.0 1 END OF BORING. Water level not observed while drilling. Boring then backfilled. B1813256 Braun Intertec Corporation B-3 page l of l m 0 c 0 c m 2 n Y! 0 O C N 0 BRAU N' INTERTEC LOG OF BORING Braun Project B1813256 Geotechnical Exploration Eagle Point Park Dubuque, IA BORING: B-4 LOCATION: Latitude:42.536710° Longitude:-90.649188` DRILLER: C.Gracey/B. Ward METHOD: 3114" HSA, Autohammer DATE: 12/28/18 SCALE: 1" =4 Elev. feet 817.0 Depth feet 0.0 Symbol Description of Materials (Scil-ASTM D24$8 or D2487, Rock-USACE EM1110-1-2908) BPF WL Tests or Notes R16 7_ 0 3, TS CL 40%j' % \Topsoil r 8 X4 go = 2.0 tsf = 15.0 LEAN CLAY, trace Sand, brown, moist, soft to medium (Loess) 802.0 7 END OF BORING. Water level not observed while drilling. Boring then backfilled. 131813256 Braun Intertec Corporation B-4 page lof1 6 5 4 2/13/2020 AG 100% BID DOCUMENTS 3 1/15/2020 AG 90% SUBMITTAL 2 2/13/2019 DL 60% SUBMITTAL 1/4/2019 DL 30% SUBMITTAL NO DATE BY REVISION Emmons & Inc. Resources, li 7030 5th Street North water Oakdale. MN 55128 ecology Tele: 651.770.8448 community www.eorinc.com Masterpiece on the Mississippi SUBMISSION DATE: 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 SOIL BORING DATA SHEET 3 & 4 CWSRF NO. CS192079201 ICITY CIP NO. 1002643 SHEET 09 OF 25 SHEETS 6 5 4 3 2 1 NO 2/13/2020 1/15/2020 2/13/2019 1/4/2019 DATE AG AG DL DL BY 100% BID DOCUMENTS 90% SUBMITTAL 60% SUBMITTAL 30% SUBMITTAL REVISION I 0 SCALE IN FEET 25 50 I 100 Emmons & Inc. Resources, li 7030 6th Street North water Oakdale. MN 55128 ecology Tele: 651.770.8448 community www.eorinc.com Masterpiece on the Mississippi SUBMISSION DATE: 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 CWSRF NO. CS192079201 ICITY CIP NO. 1002643 EXISTING CONDITIONS - PROJECT AREA SHEET 10 OF 25 SHEETS E.0 REMOVE AND CAP WATER MAIN STUB PROTECT WATER MAIN REMOVE CONCRETE FLUME a SALVAGE GRILL (2) REMOVE CONCRETE BASE �la� - TO BE COMPLETED BY N''91,* CITY STAFF Fez\ \\ Number DBH Species \� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 13 25 23 25 13 36 13 18 18 24 16 17 19 25 26 25 28 10 24 7 32 29 27 15 10 White Oak White Oak White Oak White Oak Black Cherry Northern Pin Oak Black Cherry American Basswood Black Cherry White Oak White Oak White Oak White Oak Sugar Maple White Oak White Oak White Oak American Elm White Oak Black Cherry White Oak White Oak White Oak Sugar Maple Black Cherry **ONLY TREES ON THIS LIST MAY BE REMOVED AND GRUBBED RiletAw.�rhets below. Call before you dIS NO DATE BY IOWA CAN! CALL REVISION UTILITY POTHOLE HERE - TO DETERMINE WATER PIPE ORIENTATION AND REMOVALS NEEDED ..,,----*ImiNsett: "V li —/ �`\ V - N REMOVE TREES (18) —,4/- ai\-- ---- \d' \,_ \/,,// \ .\ /// -\\,_ - 5�-88, , --_,,,N.,,,,o,... �i///7_,_,792_-#\\ \ \778�NA\ 847� l 1\ � �� 78/1 ())/ \ SCALE IN FEET 25 50 I 100 Emmons & Olivier Resources, Inc. 7030 6th Street North water Oakdale. MN 55128 ecology Tele: 651.770.8448 community www.eorinc.com PROTECT EXISTING SANITARY SEWER THE CITY OF DUB E !Masterpiece on the Mississippi %�� I I I \moo\ / \ \ 6 \V // AP/L/1 / // 0*Pi 0,01 / /‘A'49101,111 ��A�� /, \ (� 11 ��Il�,lll�lll SUBMISSION DATE: 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 PROTECT ALL TREES IN ROADWAY EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 CWSRF NO. CS192079201 ICITY CIP NO. 1002643 CLEAR FOR BASIN; CHECK WITH ENGINEER BEFORE GRUBBING (-2,000 SF) UTILITY POTHOLE HERE - TO DETERMINE UPHILL SANITARY PIPE ORIENTATION AND ELEVATION REMOVALS PLAN SHEET 11 OF 25 SHEETS 6 5 4 3 2 1 NO 2/13/2020 1/15/2020 2/13/2019 1/4/2019 DATE AG AG DL DL BY 100% BID DOCUMENTS 90% SUBMITTAL 60% SUBMITTAL 30% SUBMITTAL REVISION 0 SCALE IN FEET 25 50 I 100 Emmons & Inc. Resources, li 7030 6th Street North water Oakdale. MN 55128 ecology Tele: 651.770.8448 community www.eorinc.com Masterpiece on the Mississippi SUBMISSION DATE: 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 CWSRF NO. CS192079201 ICITY CIP NO. 1002643 BIORETENTION OVERVIEW PLAN SHEET 12 OF 25 SHEETS KRAMER CIRCLE DR IMESTONE CUSTOM INLET 826.9' 82S 826 824 822 - \ 920 CLEAN OUT P) (4040.232, TYPE A2, PVC CAP) FG818.00 RE 818.10 _ SG 815.25 IE 815.08 (8" HDPE) - CAUTION POWER, AREA INTAKE 04 SW-512, 24" DIA., SW-604 TYPE 5 GRATE) RE 818.75 IE 814.89 (8" HDPE, N / S) IE 814.59 (12" HDPE, W) SPILLWAY 01-7 IE 819.25 (8-FOOT WIDE) WI 5.6 SQUARE (560 SF) TRM TYPE 2, LANDLOK 450; AEC RECYCLEX-TRM, OR APPROVED EQUAL / \ \� BIORETENTIONFBERM BASIN 01 \/ \ TOP OF 20RM 820.258F) - / /�l \ 8A0 (5 (48 2 l EOF 819.25 (4842 SF) 818.75 (4289 SF) FINISH GRADE 818.00 (3486 SF) SUBGRADE 815.25 (3486 SF) 6 5 4 3 2 1 NO 2/13/2020 1/15/2020 2/13/2019 1/4/2019 DATE AG AG DL DL BY 100% BID DOCUMENTS 90% SUBMITTAL 60% SUBMITTAL 30% SUBMITTAL REVISION 0 SCALE IN FEET 15 30 I 60 CLEAN OUT 05 (4040.232, TYPE A2, PVC CAP) FG 818.00 RE 818.10 SG 815.25 IE 815.08 (8" HDPE) 40 80b / APRON 06 (4030.225 STEEL APRON) IE 814.18 (12" STEEL) / W/ 1.30 SQUARE (128 SF) TRM TYPE 2, LAND450, AEC RECYCLEX-TRM, \ \ \ \ l OR APPROVED EQUAL I / c 808 75 LF 8" HDPE DRAINTILE LF 12" HDPE @ BIORETENTION BASIN 01 WQ 815.56 1 YR 818.76 2 YR 818.81 10 YR 819.18 100 YR 819.90 Emmons & Olivier Resources, Inc. THE CITY OF 7030 6th Street North water Oakdale, MN 55128 ecology Tele: 651.770.8448 community www.eorinc.com DUB Masterpiece on the Mississippi \\\ OUTLET X/\\\V WQ0.11CFS1 YR 0.4 CFS \ \ \\ 2 YR 0.47 CFS 10YR6.,5 CFS .05 \ \\ \\\\ \ 25 YR P6.44, 57.26 CFS 50YRP6.44,57-26CFS A\ \ \ \\\ 100 YR P6-5�1-1��F792 �� / \\� \\ \ SUBMISSION DATE: 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 CWSRF NO. CS192079201 ICITY CIP NO. 1002643 :24 � - 822 - 820 16 - 814 - 818 TT A Q2 BASIN 1 DETAIL PLAN SHEET 13 OF 25 SHEETS KRAMER CIRCLE DR @ 0.25%I, 6 5 4 3 2 1 NO 2/13/2020 1/15/2020 2/13/2019 1/4/2019 DATE AG AG DL DL BY 100% BID DOCUMENTS 90% SUBMITTAL 60% SUBMITTAL 30% SUBMITTAL REVISION CLEANOUT 09 (4040.232, TYPE A, PVC CAP) FG 813.00 RE 813.10 IE 810.08 (8" HDPE) ,I34 LF 8" HDPE DRAINTILE @ 0.25% AREA INTAKE 08 (SW-512, 24" DIA., SW-604 TYPE 5 GRATE) ] RE 813.75 ] IE 810.00 (8" HDPE, N / S) IE 809.70 (12" HDPE, W) CLEAN OUT 07 (4040.232, TYPE A2, PVC CAP) FG 813.00 RE 813.10 SG 811.25 IE 810.08 (8" HDPE) Q4 SPILLWAY 02 IE 814.25 (8-FOOT WIDE) W/ 5.6 SQUARE (560 SF) TRM TYPE 2, LANDLOK 450, AEC RECYCLEX-TRM, OR APPROVED EQUAL 35 LF 12" HDPE @ 1.00% AREA INTAKE (CLEANOUT) 12 (SW-512, 24" DIA., SW-604 TYPE 5 GRATE) RE 817.75 IE 813.84 (8" HDPE S) IE 813.54 (12" HOPE, N) IMESTONE RETAINING WALL 240 LF CA TION APRON ® QJ` (4030.225 STEEL APRON) ��I /t \ \\ IE 809.35 (12" STEEL}' / /// �� 95 LF 8" HDPE DRAINTILE @ 0.25% LANDLOK 450. AEC RECYCLEX-TRM. W/ 1.30 SQUARE (128 SF) TRM TYPE 2, / 77) ) 1 I I I I 9p ^\ BIORETENTION BASIN 02 TOP OF BERM 815.25 (2590 SF) 815.00 (2168 SF) EOF 814.25 (1699 SF) 814.00 (1559 SF) 813.75 (1424 SF) FINISH GRADE 813.00 (1035 SF) SUBGRADE 810.25 (1035 SF) OUTLET 1YR0.02CFS 8 �� WQ0CS I\\ \ \\ \ � _ \\<, / /i / 2 YR 0.03 CFS j \ BIORETENTION BASIN 03 J 10 YR 1.47 CFS I 1 TOP OF BERM 818.25 (2590 SF)L BIORETENTION BASIN 03 25 YR 3.81 CFS ` �98 818.00 (1907 SF) \ WQ 814.26 50 YR 5.21 CFS EOF 818.00 (1907 SF} 1 YR 817.75 100 YR P6.03, 50.14 CFS 796 -� 2 YR 817.78 /// /i 817.75 (1513SF) 10YR817.97 /j j //��/\ \\\\\\\p \ / ^ _, /, FINISH GRADE4.25 (1006(FSF) ) \ ✓ _� SUBGRADE FINISH 817.00 (1 06 SF] 100 YR 818.14 // //_ \\�\ \ A 1 / . / r / �i �/ /�//I/1 /%, ��'< \ -�\ I 0 SCALE IN FEET 15 30 I 60 BIORETENTION BASIN 02 WQ 810.26 1 YR 812.43 2 YR 813.67 10 YR 813.92 100YR814.29 Emmons & Olivier Resources, Inc. 7030 6th Street North water Oakdale. MN 55128 ecology Tele: 651.770.8448 community www.eorinc.com Masterpiece on the Mississippi SUBMISSION DATE: 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 STMH 14 SW-512, 24", SW-604 TYPE 36 CASTING RE 824.07 EXIST IE 821.07 (12" RCP, SE) PROP I E 817.34 (18" HDPE, NW) STMH 16 SW-512 - 24", SW-604 TYPE 3B CASTING RE 824.67 EXIST IE 821.67 (12" RCP, SE) PROP IE 817.34 (18" HOPE, NW) CLEAN OUT 17 (4040.232, TYPE A2, PVC CAP) FG 817.00 RE 817.10 SG 814.25 IE 814.08 (8" HDPE) OUTLET WQ 0.02 CFS 1 YR 0.04 CFS 2 YR 0.18 CFS 10 YR 2.44 CFS 25 YR P3.74, 50.19 CFS 50 YR P4.60, S0.54 CFS 100 YR P5.58, S1.02 CFS EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 CWSRF NO. CS192079201 ICITY CIP NO. 1002643 BASIN 2 & 3 DETAIL PLAN SHEET 14 OF 25 SHEETS 6 5 4 3 2 NO 2/13/2020 1/15/2020 2/13/2019 1/4/2019 DATE AG AG DL DL BY CONSTRUCTION ENTRANCE (MUST BE RESTORED WITH TEMP SEED AND MBFM WATTLES WATTLES AROUND INLET 74- vt 441-1. p 2� iircA mow � $ % 4r' .3:17:12:7:71 :4:7; f 0 �.,.�..•Ttt +++++++ ++++++77 +++++++ �� ,��,�,t++ ++ +++++ +++++++++��.�� RECP TYPE 2A OVER MULCH 100% BID DOCUMENTS 90% SUBMITTAL 60% SUBMITTAL 30% SUBMITTAL REVISION IN BASIN BOTTOMS, TYP. TRM OVERFLOW SILT FENCE SEED ALL DISTURBED AREAS OUTSIDE OF BASIN BOTTOMS WITH URBAN TEMPORARY EROSION CONTROL MIX AND MBFM HYDROMULCH 0 SCALE IN FEET 25 50 I 100 WATTLES AROUND BASIN Emmons & Resources, Inc.ln 7030 6th Street North water Oakdale. MN 55128 ecology Tele: 651.770.8448 community www.eorinc.com Masterpiece on the Mississippi WATTLES AROUND INLET TRM OVERFLOW SUBMISSION DATE: 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 CONSTRUCTION ENTRANCE (AREA MUST BE RESTORED WITH TEMP SEED AND MBFM) INLET PROTECTION NOTE: SOIL AND MATERIALS MAY BE STOCKPILED IN ROADWAY, OR IN OTHER AREAS DESIGNATED BY PARK MANAGEMENT. STABILIZE STOCKPILES WITH TARPS AND/OR WATTLES TO PREVENT THE MIGRATION OF MATERIALS AND FINES. EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 CWSRF NO. CS192079201 ICITY CIP NO. 1002643 EROSION CONTROL PLAN SHEET 15 OF 25 SHEETS KRAMER CIRCLE DR / �i //�// /4/-N;&\-/ //7/k Deciduous Tree Planting Schedule Symbol Quantity Scientific Name Common Name Size Cont. Type AG 1 Aesculus glabra Ohio Buckeye 2" BEtB Single Stem AL 3 Amelanchier laevis Smooth Serviceberry 2" BEtB Multi -Stem AS 4 Acer saccharrum Sugar Maple 2" BEtB Single Stem CC 2 Carpinus caroliniana American Hornbeam 2" BEtB Single Stem PV 3 Prunus +nrginiana Chokecherry 2" BEtB Multi -Stem QB 2 Quercus bicolor Swamp White Oak 2" BEtB Single Stem QM 1 Quercus macrocarpa Bur Oak 2" BEtB Single Stem QR 2 Quercus rubra Red Oak 2" BEtB Single Stem 18 Total Deciduous Shrub Planting Schedule Symbol c.iantity Scientific Name Common Name Size Type Spacing CS 7 Cornus sericea 'Cardinal' Red Twig Dogwood 24" Height #5 Cont. 8' D.C. CA 4 Corylus americana American Hazelnut 24" Height #5 Cont. 10' D.C. HV 3 Hamamelis virginiona Witch Hazel 24" Height #5 Cont. 12' D.C. 14 Shrub Total 2 laser,wti tt below. Call before you dig. 4 2/13/2020 3 1/15/2020 2 2/13/2019 NO 1/4/2019 DATE BY IOWA= ©NE CALL 00% BID DOCUMENTS 90% SUBMITTAL 60% SUBMITTAL 30% SUBMITTAL REVISION SCALE IN FEET 25 50 I 100 Emmons & Olivier Resources, Inc. 7030 6th Street North water Oakdale. MN 55128 ecology Tele: 651.770.8448 community www.eorinc.com AS THE CITY OF DUB E !Masterpiece an the Mississippi �`------- / 1 SUBMISSION DATE: 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 • TREE NOTES: 1. CHECK ON HEALTH AND GROWTH OF NEWLY PLANTED TREES ONCE PER MONTH DURING THE FIRST GROWING SEASON, AND TWICE YEARLY (SPRING AND FALL) AFTER THAT TO ENSURE SURVIVAL AND PROPER GROWTH. 2. IF ANY TREE REQUIRES REPLACEMENT IT SHALL BE REPLACED IN -KIND WITH A SIMILAR SPECIES DEPENDING ON THE CONDITIONS RELATED TO THE FAILURE OF THE TREE. m / N N ---- \ ////.'*\ %-'7-)77 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 CWSRF NO. CS192079201 ICITY CIP NO. 1002643 \ • • • • • ,AS, • • • • • • • Qa TREE PLANTING SHEET 16 OF 25 SHEETS Perennial Planting Schedule (Basin 1, 2, Et 3) Symbol Quantity Scientific Name Common Name Size Type Spacing EP 250 Echinacea purpurea Purple Coneflower 2" Cont. 24" O.C. LS 223 Lobelia siphilitica Great Blue Lobelia 2" Cont. 24" O.C. MF 225 Monarda fistulosa Wild Bergamot 2" Cont. 24" O.C. RS 216 Rudbeckia subtomentosa Sweet Black -Eyed Susan 2" Cont. 24" O.C. SS 473 Schizachyrium scoparium Little Blue Stem 2" Cont. 24" O.C. 1387 Perennial Total (44) WILD BERG- r (40) LITTLE BLUESTEM IOWA_ ©NE ALL 6 5 4 3 2 NO 2/13/2020 1/15/2020 2/13/2019 1/4/2019 DATE AG AG DL DL BY 100% BID DOCUMENTS 90% SUBMITTAL 60% SUBMITTAL 30% SUBMITTAL REVISION (44) WILD BERGAMOT (44) LITTLE BLUESTEM 0 SCALE IN FEET 10 20 I 40 Emmons & Olivier Resources, Inc. 7030 6th Street North �TB T water Oakdale. MN 55128 V ecology Tele: 651.770.8448 community www.eorinc.com THE CITY OF Masterpiece on the Mississippi SUBMISSION DATE: 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 RPLE CONEFLOWER • REAT BLUE LOBELIA N (54) SWEET BLACK-EYED SUSAN (48) LITTLE BLUESTEM (44) WILD BERGAMOT EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 CWSRF NO. CS192079201 ICITY CIP NO. 1002643 Q2 DETAIL PLANTING PLAN 1 SHEET 17 OF 25 SHEETS (32) LITTLE BLUESTEM -4111 (32) WILD BERGA.MOTI*21&- .1111. (30) LITTLE BLUESTE 41111. DLE CONEFLOW 'l=110~r- VIONLIPSIMMOk 14,.,,44-asswrigitsgawcoreTo. " -ofastgittosrmisto" itivikottr—welvirorlivory. visitteasavilt._larAumfbfor? 14:--iHoitratarwrivrotatTaiwwit 7meiv-*---vaqs—or illt"rwr n i 6 5 4 3 2 1 NO 2/13/2020 1/15/2020 2/13/2019 1/4/2019 DATE AG AG DL DL BY 100% BID DOCUMENTS 90% SUBMITTAL 60% SUBMITTAL 30% SUBMITTAL REVISION It isorWogr%:7,- Ow T' 1 24 PUR' CO LOW fiPfti- (24) WILD BERGAMOT - �r� \ �� -� \ (20) LITTLE BLUESTEM \ (20) SWEET BLACK-EYED SUSAN I I I I I (20) GREAT BLUE LOBELIA I \ \ \(9. v (32) PURPLE CONEFLOWER (30) LITTLE BLUESTEM BERGAMOT \ (11) LITTLE BLUESTEM (23) SWEET BLACK-EYED SUSAN (24) GREAT BLUE LOBELIA I 0 SCALE IN FEET 10 20 I 40 Emmons & Resources, Inc.ln 7030 6th Street North water Oakdale. MN 55128 ecology Tele: 651.770.8448 community www.eorinc.com Masterpiece on the Mississippi SUBMISSION DATE: 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 CWSRF NO. CS192079201 ICITY CIP NO. 1002643 (20) PURPLE CONEFLOWER (20) LITTLE BLUESTEM DETAIL PLANTING PLAN 2 SHEET 18 OF 25 SHEETS Refer to. centred da°menes for 'seek maims) end daoemerl regw weal. Q Reeving a'N±Nd,q eOd in NewN.en dowmenU w whs., 6ieded hr•ne E.±1',.er BEo0IN3 CLASSES Pl. NOCiNe NeaOong atl WMi naleyt, b; pFrYe: P.lesisS nwnurF O' r0:� nn U nm,�mare>4 t±-:. ,rnavx,peduc ac le TM' 1 AVgy�eglP unnwr. CI ac=ra a° r rcE A E g �k e.R.ae eE . -.5 .•] Fa Torch oD - rH,Faixae]neM odds D = ,�da d]a.w.r of op. 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T1'1EC71'YQF 70306ih Street North a t e r Oakdale, MN 55128 7--+ V t,F DUB SUBMISSION DATE: 02/13/2020 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 DETAIL SHEET 5 4 2/13/2020 AG 100% BID DOCUMENTS DESIGN BY DRAWN BY AG Brl 3 1/15/2020 AG 90%SUBMITTAL 2 2/13/2019 DL 60%SUBMITTAL 1 1/4/2019 DL 30%SUBMITTAL EOR140J00CrNo. ecology Tele: 651.770.8448 COMM unity www.eorinc.com Masterpiece onthe Mississippi y SHEET 19 OF 25 SHEETS NO DATE BY REVISION CWSRF NO. CS192079201 ICITY CIP NO. 1002643 „._,-M .. a rotl ..kw •.r+v 0 Prewar iertoere nr caeloplate MN: ' P remmeeAofte IWM.t�i coCrete attendowIteO Cemernwnmsnka •Man be ee Looeon Steen . Lee[ -..slew: a nmlW n..proea concrete Trprn.wecrnev (I) ,2i�A mnmyrbeASV ep:a ✓i eloa •ii - //I! I I111'::.. 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O] !■■ 1Z 18” 0 ,AN 0 Lien 3RCP Rasa 15' it t u ; Fik[ , $ rr ,LAI Sonora Edie 1 zili 6-nen lir =1 :LID Z''''N -r .• , MIMS ROE gnem s,u,wm toaowx „.r�r„ g]Yg MSS 98bA[4A.gJl1 SW-512 t 1 �-�, ��T +Qws l�nw„ E TYiiCAL SECTION .,+.�, -.-� N r rnieu Sanwa nRcra Sender STORM CASTINGS FOR SEWER MANNOLES %'E "F °Vt Ar_ CASE 1 ot cIRLdult AREA iNTrue 02 CASTING FOR STORM SEWER MANHOLE (01CIRCULAR AREA INTAKE 20 `NOT TO SCALE 20 NOT TO SCALE TYPE 4 ' fiin .r...2'mwc 7 j{/Ij /S�ma -- Amisep coffers Wel.'.0MS uMeea Wan • ',weld!. ..'-0' 6• apeciferin r� owe.' dawn...---- Y�Ij — -- e�� Imin e,io 1 n 0 Tmm 'TYPE yrn }'mn � 4C e.mgea For PleoeYmerc on n •6'RCP 2e'RLP Fa PkcaRerA an 90"RCPr., eeemve an SS' 7, ~` TYPE 3 eta" �' �('I!;1• ' ealk .• j111'� orP .`'a TYPE re oni 5 to RCPp F tl6y 0 12` o<. qch d:erson. etu Una el II and bottom m as gym. f SECTION AR Cod between band unlade, c �{I"' eem x2•x 2• slotted holes for JCS' d oCCM. 3rma,. 1ioi-0om,ai li. 00nai —1'+1sk I— sows DOT iµ II I -erg Top or IS • ICI . on 1 * ran Fnuu m waSMUil 5YY 6. 4 ed Mao I 111111111111 IIIIIIIIIII F _f V =•.l�w.r g i' �.ta•a--.• +xSr.eiA 71'PE SA EMIRS F8 Pbxrnent1alP'FiCP F8 Pheementen 2E RCP - co 2S'1 `� CASPNOS FOR Anse wraWYS GetM'eii, band arrO ceEar.Illill 8alWm of Oa • Corrugated metal alias[ welded to center ol mind. `SUD4$ 9040,117 • I._ .... g CoFer wan,. bond dle • 4•-0' Bottom of Ceder SECTION Da SUMS Standard Speck R R•rcr w as rs 04 NOTE: FOR REFERENCES TO TYPE C GRATES, SEE NEENAH FOUNDRY, ROUND GRATE, TYPE C RADIAL OPENINGS, OR APPROVED EQUAL. CASTINGS FOR AREA INTAKE e [-MP COI I AM ANTISEEPCOLLAR 03 ANTI -SEEP COLLAR 20 / *NOT TO SCALE 20 *NOT TO SCALE 6 w Em rnoes & Olivier Resources, Inc. T1'1EC71'YQF 7030 6ih Street North a t e r Oakdale, MN 55128 I DUBE V SUBMISSION DATE: 02/13/2020 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 DETAIL SHEET 2 5 4 2/13/2020 AG 100% BID DOCUMENTS DESIGN BY DRAWN BY AG BIi 3 1/15/2020 AG 90%SUBMITTAL 2 2/13/2019 DL 60%SUBMITTAL 1 1/4/2019 DL 30%SUBMITTAL EOR140J00CrNo. e C O 0 g y Tele: 651.770.8448 COMM unity www.eorinc.com Masterpiece on the Mississippi y SHEET 20 OF 25 SHEETS NO DATE BY REVISION CWSRF NO. CS192079201 (CITY CIP NO. 1002643 09_GIMS_ProjectName\dwg\1417_DETAIL LOOSEN ROOTS OF PLANT MATERIAL t; A' �. e.'i" tip iv�-i �'i. 'iini a: �+'�r:= 3?.a 'r•.� I PRIOR TO PLANTING n o .. �,?,; r � I- VOW p — J • ,�u '=.1.+ '; ; V VARIES SEE PLAN JUTE NET EROSION BLANKET - TYPE 2A ' iAti; Bair- �L ■;,•;ate ,� 11' �.�. �VIi HARDWOOD MULCH - 3" DEPTH PLAN Stable Graure \//+` • \\// . \\/, \/\/\/\/\\/\\/\\/\\/ A/ BIORETENTION MEDIA 0 f ill SUDAS 904 0 f 02 PERENNIAL � I II —III —III —II � III I I� I I I I PLANTING DETAIL LI Footing for Apron Thkkwas.Tal Er wring FabiA �a Depm.2T .,, BUOAS Stanwood speorkradons PROFILE Se.. AA RIP RAP FOR PIPE O1ITLET ONTO FLAT GROUND %1 RIP RAP AT PIPE OUTLET \21 NOT TO SCALE 21 *NOT TO SCALE 04 INTENTIONALLY LEFT BLANK Form 3" deev �±�� Depth as uir Require © '• 3' Deep WO Flashed k� Grade Smarr elder Form 3` of pl[. aar. © � ��' o it 1 CO Spread rod naffs!system inaffs! p0suion with soil excavated from pit. 0 Over-excal'ete 6lnches. Piece 6mchea _ of loose sod in pit prior to planting. 3P Mitch O Install with race collar e[ or slightly On' final love grade. Do MR place mulch 'Alen Grade 2Mannar trynk, •ail ® Bergin pansilion al edge of root ball. � OCur endcompletely removes!! Mine, .f burlap, baskets from race ball 0 —0 �'N 61. [iq1 ".e VI Q 1.7 [p 2 Timr:k Roc[ System PLANTING PIT (Bare Roo[ Plan[sJ Faun 3" deep MM.3. 0' — aspen 01 Roca Ball or Container g Root System d' Flashed Grade 'q _ ,. Scarify sodas d Pit. ® M 1��7 1112 t02TIme9 Plece root bell on 6001 gall undisturbed soil. DAL A4ach PLANTING {On Finished Scarify sides of pit. Place root pal on a prior b priming pailmelena[. IU0Plh01F0Ot0eII 0 Container Rai SOW. .r171,r'II,[jl.lq [4 DamFaun Pit Slopes) M . ondienebed sae. ,n SUMS 9030.101 102tm0a RDDI 68N Di0nMlnr PLANTING PR SUDAS Standard Spealco0orle (Belled and Burlepped Plants) ❑ PLANTING PIT (O3SHRUB AND TREE PLANTING DETAIL 21 NOT TO SCALE 21 *NOT TO SCALE 6 1v Emmons & Olivier Resources, Inc. T1'1EC7T1laF 7030 8th Street North 1 c r Oakdale, MN 55128 I DUB 7-+ �V �I SUBMISSION DATE CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRRS AVENUE, DUBUQUE, IA 52001 DETAIL SHEET 3 502/13/2020 4 2/13/2020 AG 100%BID DOCUMENTS DESIGN BY DRAWN BY AG BH 3 1/15/2020 AG 90% SUBMITTAL 2 2/13/2019 DL 60% SUBMITTAL 1 1/4/2019 DL 30% SUBMITTAL EOR1417-0CrNo. e C O O g y Tele: 651 .77D.8448 c061munit www.eorinc.com Masterpiece on theMIssisstppi y SHEET 21 OF 25 SHEETS NO DATE BY REVISION CWSRF NO. CS192079201 ICITY CIP NO. 1002643 09_G I MS_ProlectNamebwg\1417_DETAIL 12' @ 3:1 EXISTING CONCRETE FLUME EX. ELEV. 826.8' LIMESTONE SLAB 1B" s s w 77-0 B--I MATERIAL KEY S (SLAB) = 6" x 2' x RANDOM B (BLOCK) = 8" x 8" x RANDOM W (WALL) = 6" x 8" x RANDOM OVERLAP 6" 6" MODIFIED SUBBASE 8' TYP. s I 12' @ 2:1 MAINTAIN 5' MIN. COVER EXISTING WATER MAIN 6'@0.5% - SURROUNDING GRADE /BOTT. ELEV. 818.5' BIORETENTION MEDIA B B mob eoao�be9bome� 1 1H III III III LIMESTONE CUSTOM INLET - BASIN 1 - SECTION DETAIL *NOT TO SCALE EXISTING SUBSOIL EXISTING CONCRETE FLUME I I 6" x 2' RANDOM SLABS 8" x 8 PINNED BLOCKS; TOP OF BLOCKS AT BIOCELL SURFACE: ■■I, ROUGH ENDS FOR WEEP HOLES ,♦♦ Norif. r • 0.. 6" x 8" WALL STONES - ON TOP OF LIMESTONE SLABS (3) 8" x 8" x 12" BLOCKS - PINNED AND EPDXIED (3)8"x8"x24" BLOCKS - PINNED LIMESTONE CUSTOM INLET - BASIN 1 - PLAN DETAIL *NOT TO SCALE —14' Materials Item Description QTY (approx.) Slabs 6" thick x approx. 24" wide x random length (2-4') 17 TONS Wall Stone 6" thick x approx. 8" wide x random length (2-3') 4 TONS Blocks 8" thick x approx. 8" wide x random length (1-2') 1 TON Modified Subbase leveling fill under limestone (eq to 45 SY @ 6") 14 TONS Filter Aggregate backfill behind wall stones (12 inches) 6 TONS Excavation benched excavation 30 CY /03 LIMESTONE CUSTOM INLET MATERIALS LIST \ 22 *NOT TO SCALE 104.-INTENTIONALLY LEFT BLANK *NOT TO SCALE 6 5 4 2/13/2020 AG 100% BID DOCUMENTS 3 1/15/2020 AG 90% SUBMITTAL 2 2/13/2019 DL 60% SUBMITTAL 1/4/2019 DL 30% SUBMITTAL NO DATE BY REVISION EREmmons &Olivier Resources, Inc. 7030 6th Street North w a t e r Oakdale, MN 55128 ecology Tele: 651.770.8448 community www.eorinc.com Masterpiece on the Mississippi SUBMISSION DATE 02/13/2020 DESIGN BY DRAWN BY AG BH FOR PROJECT NO. 1417-001 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 DETAIL SHEET 4 CWSRF NO. CS192079201 ICITY CIP NO. 1002643 SHEET 22 OF 25 SHEETS 09_GIMS_ProjectName\dwg\1417_DETAIL EXISTING GRADE LIMESTONE BOULDER STEPPERS KEEP Corn Vend/non apeln& 4041 Me of wen, uasspemei de. y ufiW. 4'Tom= \\ `ate w. . II ,...4*. �N �1� 'Ir \ �i< 5 Eynon ns spaobed in �` in the contract documanls N\ 1 i '-�\ �� ` dJ1 Ybim wren Slakes Turn iyhl � �' �: W Disturbed Area ` r4 ADJACENT TOP SURFACES LEVEL SALVAGED TOPSOIL 12" I'-�. 4" SUBBASE T (INCIDENTAL) ; �p Wage l 9040105 owlled sums standard Sneer awns SU BG RAD E (O1LIMESTONE RETAINING WALL warns / / 02 WATTLE 23 *NOT TO SCALE 23 *NOT TO SCALE Variable (21T-0' Far a nermel50'-0' eke ditch.) D Ibsen 12nebee of rabfic a nlilirour QEn ranpo Iugth: fjKIap!rmimwn 0 wrd for :nya nmiIy raidamii0. or Lepeafed intheemLacldeturrnix arqu- or entrance may be irdeaeed it Sedlmenl 1re4.9uloearn. - 11 - ��.� �TT-- I neap i:• FFa6t- cl PORE -• etin. or a !llama Beep (masc.., be folded teloo the ground line). •s+i-er 11 SS'::.Sy :•'S�:Sy,;:1P er er erg v. y.e ...::ll :lw\::... lw1�A. .4+..:+.: des .i�.. • TYPICAL SILT iti FENCE DITCH CHECK RBP Wire or w fWgga�l caderee sP.Med IC min] .\r.= I/� !' 1��1A ,r'yt ¢� •� -�'••�13 70 s 1p� \ Allik0 9040.119 q SUDAS 9040.120 nn ATTACHMENT TO POST SUDAS Standard Speolicatlone SUDAS Standard SPBGFration5 SILT FENCE o STABILIZED COrasteuc ION ENTRANCEct (O3STABILIZED CONSTRUCTION ENTRANCE iO4 SILT FENCE 23 *NOT TO SCALE 23 NOT TO SCALE 5 Wt Emmons & Olivier Resources, Inc. T1'1EC7T1laF 7030 8th Street North c r Oakdale. MN 55128 I DUB 7-+ �V �I SUBMISSION DATE 02/13/2020 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRRS AVENUE, DUBUQUE, IA 52001 DETAIL SHEET 5 5 4 2/13/2020 AG 100%BID DOCUMENTS DESIGN BY DRAWN BY AG BH 3 1/15/2020 AG 90% SUBMITTAL 2 2/13/2019 DL 60% SUBMITTAL 1 1/4/2019 DL 30% SUBMITTAL EORP417-001 NO. e C O O g y Tele: 651 .77D.8448 communitywww.eorinc.com Masterpiece on the Mississippi SHEET 23 OF 25 SHEETS NO DATE BY REVISION CWSRF NO. CS192079201 ICITY CIP NO. 1002643 NOTES. 1. 18" BIORETENTION MEDIUM - TO BE A WELL BLENDED MIXTURE (BY VOLUME) OF 80% WASHED MEETING IOWA DOT GRADATION NO. 1, 10% TOPSOIL (SEE TOPSOIL SPECIFICATION) AND 10% COMPOST (SEE COMPOST SPECIFICATION) - TOTAL QUANTITY = 195 CY. 2. 3" CHOKER AGGREGATE LAYER - TO BE " NOMINAL DIAMETER WASHED AGGREGATE, MEETING SECTION 4125, GRADATION NO. 21. - TOTAL QUANTITY = 33 CY. 3. 12" SUBBASE AGGREGATE LAYER - TO BE ASTM NO 57, i' TO 1" NOMINAL DIAMETER WASHED AGGREGATE, MEETING IOWA DOT SECTION 4115, CLASS 2 DURABILITY CRUSHED STONE, GRADATION NO. 3. - TOTAL QUANTITY = 129 CY SEE LANDSCAPE PLAN FOR SAND, IOWA DOT BASIN 01 BIORETENTION AREA: L 158' X W 22' = 3,486 SF CIRCULAR AREA INTAKE SIZE 24" TYPE: SW-512 RIM ELEVATION:818.75 INVERT ELEVATION: 814.59 NET -FREE RECP, TO BE TYPE 2.A NOTES: 1. 18" BIORETENTION MEDIUM — TO BE A WELL BLENDED MIXTURE (BY VOLUME) OF 80% WASHED MEETING IOWA DOT GRADATION NO. 1, 10% TOPSOIL (SEE TOPSOIL SPECIFICATION) AND 10% COMPOST (SEE COMPOST SPECIFICATION). - TOTAL QUANTITY = 58 CY. 2. 3" CHOKER AGGREGATE LAYER - TO BE 1}" NOMINAL DIAMETER WASHED AGGREGATE, MEETING SEC11ON 4125, GRADATION NO. 21. - TOTAL QUAN11TY = 10 CY 3. 12" SUBBASE AGGREGATE LAYER - TO BE ASTM NO. 57, }" TO 1" NOMINAL DIAMETER WASHED AGGREGATE, MEETING IOWA DOT SECTION 4115, CLASS 2 DURABILITY CRUSHED STONE, GRADATION NO. 3. - TOTAL QUANTITY = 38 CY SEE LANDSCAPE PLAN FOR SAND, IOWA DOT BASIN 02 BIORETENTION AREA, L 75' X W 14' = 1,035 SF CIRCULAR AREA INTAKE SIZE:24" TYPE: SW-512 RIM ELEVATION:813.75 INVERT ELEVATION: 809.70 NET -FREE RECP, TO BE TYPE 2.A PLANTING FINISH GRADE ELEVATION 14 3:1 SIDE SLOPES (TYP.) TOP OF BERM PLANTING FINISH GRADE ELEVATION 818.00813.00 22' 3:1 SIDE SLOPES (TYP.) /—TOP OF BERM i 6"FREEBOARD 4 6" FREEBOARD / / / / r / / / / / / L /- / L 3" SHREDDED HARDWOOD MULCH 9" PONDING DEPTH 3" SHREDDED HARDWOOD MULCH 9" PONDING DEPTH BIORETENTION MEDIA BOTTOM ELEVATION: 811.50� 18" BIORETENTION MEDIA BIORETENTION MEDIA BOTTOM ELEVATION: 816.50--------.. 18" BIORETENTION MEDIA 3" CHOKER AGGREGATE LAYER 3" CHOKER AGGREGATE LAYER SUBGRADE ELEVATION: 810.25 '{` 12" SUBBASE AGGREGATE LAYER SUBGRADE ELEVATION: 815.25 12 SUBBASE AGGREGATE LAYER y{ IO2 8"HOPE PERFORATED DUAL WALL SMOOTH INTERIOR SOCK UNDER SIN FOR ELEVATION) (SEE PLAT EXISTING SOILS 2 BIORETENTION BASIN 02 8"HDPE PERFORATED DUAL WALL SMOOTH INTERIOR N W/NO SOCK (SEE PLAT UNDER SIFOR ELEVATION) EXISTING SOILSW/NO 2" (01 \ BIORETENTION BASIN 01 24 \ NOT TO SCALE 24 *NOT TO SCALE NOTES. 1_ 18" BIORETENTION MEDIUM - TO BE A WELL BLENDED MIXTURE (BY VOLUME) OF 80% WASHED MEETING IOWA DOT GRADATION NO. 1, 10% TOPSOIL (SEE TOPSOIL SPECIFICATION) AND 10% COMPOST (SEE COMPOST SPECIFICATION). - TOTAL QUANTITY = 56 CY 2. 3" CHOKER AGGREGATE LAYER - TO BE r NOMINAL DIAMETER WASHED AGGREGATE, MEETING SECTION 4125, GRADATION NO. 21. - TOTAL QUANTITY = 10 CY. 3. 12" SUBBASE AGGREGATE LAYER - TO BE ASTM NO. 57, " TO 1" NOMINAL DIAMETER WASHED AGGREGATE, MEETING IOWA DOT SECTION 4115, CLASS 2 DURABILITY CRUSHED STONE, GRADATION NO. 3. - TOTAL QUAN11TY = 38 CY SEE LANDSCAPE PLAN FOR SAND, IOWA DOT 19' BASIN 03 BIORETENTION AREA: L 104' X W 10' = 1,005 SF CIRCULAR AREA INTAKE SIZE: 24" TYPE SW-512 RIM ELEVATION: 817.75 INVERT ELEVATION: 813.54 NET -FREE RECP, TO BE TYPE 2.A 3:1 SIDE SLOPES PLANTING FINISH GRADE ELEVATION 817.00 (TYP.) TOP OF BERM 3" FREEBOARD i ////7///// 3" SHREDDED HARDWOOD MULCH 9" PONDING DEPTH BIORETENTION MEDIA BOTTOM ELEVATION: 815.50 18" BIORETENTION MEDIA 3" CHOKER AGGREGATE LAYER SUBGRADE ELEVATION: 814.25 �' 12" SUBBASE AGGREGATE LAYER 8"HDPE PERFORATED DUAL WALL SMOOTH INTERIOR UNDER DRAIN W/NO SOCK (SEE PLANS FOR ELEVATION) EXISTING SOILS 2" 103 BIORETENTION BASIN 03 24 *NOT TO SCALE 6 Emmons & Olivier Resources, Inc. TT'1EC71'YQF SUBMISSION DATE: 02/13/2020 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT - PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 DETAIL SHEET 6 5 4 2/13/2020 AG 100% BID DOCUMENTS DESIGN BY DRAWN BY AG BH w 7030 6th Street North a t e r Oakdale, MN 55128 I 7--+ V �'I DUB 3 1/15/2020 AG 90% SUBMITTAL 2 2/13/2019 DL 60%SUBMITTAL 1 1/4/2019 DL 30%SUBMITTAL EOR140JO0CrNo. B C O O 9 y Tele: 651 .770.8448 communitywww.eorinc.com MisterpieceontheMississrppi SHEET 24 OF 25 SHEETS NO DATE BY REVISION CWSRF NO. CS192079201 (CITY CIP NO. 1002643 SURROUNDING GRADE SURROUNDING GRADE 10' CELL WIDTH 6LF 10' CELL WIDTH 18"CMP FES 6LF 18"CMP FES SW- 51224"WITH SW-604J TYPE 3B CASTING -----sN SW - 512 24"WITH SW - 604 TYPE 3B CASTING RIM: 824.67 / RIM: 824.07 N7 \ I 02---\ *=. is 18"HOPE g�0.5% • •�� 0 \ N. UPSTREAM FL: 817.34 RIPRAP OVER DOWNSTREAM FL: 817.25 GEOTEXTILE FABRIC LENGTH: 17.5 LF STMH 16 DETAIL 1-01 \ ��..� _ '':41 10•• 18" HOPE M FL:0.5% UPSTREAM FL: 817.34 DOWNSTREAM FL: 817.25 RIPRAP OVER LENGTH: 17.5 LF GEOTEXTILE FABRIC STMH 14 DETAIL 25 *NOT TO SCALE 25 *NOT TO SCALE 6 MIN-1 SEED & MBFM HYDROMULCH ENTIRE BERM 1S, SEED & MBFM HYDROMULCH ENTIRE BERM e MIN-1 16' TOP OF BERM TOP OF BERM EL. 820.25 2' a' 2' EL.815.25 2' _ 14' 2' �Q. HERM EL. 820.25 Q e ER M A. EL. 815.25 18' `5 71 17 VAD SEI FL 81975 (EOF) 8' N1D SE - FL 81495 (EOF) -'J TURF REINFORCEMENT � I J TURF REINFORCEMENT MAT (TRM) \ NSET I REINFORCED OVERFLOW VARIES MAT (TRM) ‘.---\ INSET REINFORCED OVERFLOW VARIES EL. 819.25 (EOF) 3' VARIES EL. 814.25 (EOF) I 3 VARIES SEED AND TOPSOIL FLOW SEED AND TOPSOIL FLOW TOPDRESS PER MANUFACTURER REC_ TURF REINFORCEMENT MAT (TRM) EL. 819.25 (EOF) TOPDRESS PE MANUFACTURER REC. TURF REINFORCEMENT I MAT (TRM) EL 814 25 (FOFI 6" TOPSOIL 1� 6" TOPSOIL \ 11— COMPACTED SUBGRADE COMPACTED SUBGRADE 95% Std. INSET PROCTOR _ 18 KEY TURF REINFORCEMENT 6" MAT 18"x6" AT ALL EDGES 103STABILIZED OVERFLOW - SPILLWAY 1 95% Std. INSET PROCTOR IS" I KEY TURF REINFORCEMENT 6" MAT 18"x8" AT ALL EDGES 104 STABILIZED OVERFLOW - SPILLWAY 2 \ 25 *NOT TO SCALE 25_ *NOT TO SCALE 6 w Emmons & Olivier Resources, Inc. 7030 8th Street North a 1 c 1 Oakdale. M N 55128 I niErnTral 7� 7-"+ �T V �I SUBMISSION DATE: 02/13/2020 CITY OF DUBUQUE 50 W. 13TH STREET DUBUQUE, IA 52001 EAGLE POINT PARK ENVIRONMENTAL RESTORATION PROJECT PHASE II 2601 SHIRAS AVENUE, DUBUQUE, IA 52001 DETAIL SHEET 7 6 4 2/13/2020 AG 100%BID DOCUMENTS DESIGN BY DRAWN BY AG BH 3 1/15/2020 AG 90% SUBMITTAL 2 2/13/2019 DL 60% SUBMITTAL 1 1/4/2019 DL 30% SUBMITTAL EORPROJECT NO. 1417-001 e C O O D y Tele: 651.770.8448 community w w w . e o r i n c . c o m Masterpiece on the Mississippi SHEET 25 OF 25 SHEETS NO DATE BY REVISION CWSRF NO. CS192079201 (CITY CIP NO. 1002643 EOM water ecology PROJECT MANUAL, BID DOCUMENTS, & SPECIFICATIONS PROJECT: Eagle Point Park Environmental Restoration Project — Phase 2 CLIENT: City of Dubuque PREPARED BY: Emmons & Olivier Resources, Inc.(EOR) Suite 200 — 2201 E. Grantview Drive, Coralville, IA 52241 (651) 770 — 8448 / www.eorinc.com EOR POINT of CONTACT: Aaron L. Gwinnup, PE Project Engineer (319) 594-1139 / agwinnup@eorinc.com EOR JOB NUMBER: 1417-0001 / CIP NUMBER: 1002643 DATE ISSUED: February 13, 2020 community PROJECT MANUAL DIRECTORY Title Page Project Directory Page Certification Page Table of Contents Division 0 Bidding Requirements Contract Forms Conditions of the Contract BIDDING & CONTRACT DOCUMENTS Division I GENERAL SPECIFICATIONS 001100 Summary of Work 001150 Measurement and Payment 001300 Submittals 001700 Project Closeout C-620 Contractor's Application for Payment Division III TECHNICAL SPECIFICATIONS (SUDAS) The Technical Specifications for this project shall include the Statewide Urban Design and Specifications (SUDAS) Standard Specifications 2020 Edition, and the City of Dubuque Supplemental Specifications 2017 Edition, including the following Special Provisions: Special Provisions SP1 — SP17 Appendices Appendix A Iowa DNR NPDES General Permit No. 2 Appendix B Geotechnical Data Report Appendix C Construction Drawings - Plan Sheets 1 through 25 of 25 City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 1 Directory Masterpiece on the Mississippi Eagle Point Park Environmental Restoration Project —Phase 2 CONTRACT DOCUMENTS MANUAL THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) 2017 EDITION, SHALL APPLY TO THIS PROJECT. THEY ARE AVAILABLE ONLINE AT: http://www.iowasudas.orq/manuals/specs/archived figures/ArchivedFigures.cfm CITY OF DUBUQUE SUPPLEMENTAL SPECIFICATIONS 2017 EDITION, SHALL APPLY TO THIS PROJECT. THEY ARE AVAILABLE ONLINE AT: http://www.cityofdubuque.orq/DocumentCenter/View/33195 CITY OF DUBUQUE 2014 STREET LIGHTS & TRAFFIC SIGNAL SUPPLEMENTAL SPECIFICATIONS, SHALL APPLY TO THIS PROJECT. THEY ARE AVAILABLE ONLINE AT: http://www.cityofdubuque.org/DocumentCenter/View/18094 CITY OF DUBUQUE 2011 WATER DISTRIBUTION DIVISION STANDARDS & SPECIFICATIONS FOR WATER MAINS AND APPURTENANCES, SHALL APPLY TO THIS PROJECT. THEY ARE AVAILABLE ONLINE AT: http://www.cityofdubuque.org/DocumentCenter/View/15529 Dubuque hfrid All-AmericaCity 2007 • 2012 • 2013 CITY OF DUBUQUE ENGINEERING DEPARTMENT DUBUQUE, IA Adopted Date: April 17, 2018 SUSTAINABLE DUBUQUE viable • livable • equitable Date Issued: February 13, 2020 [Page Intentionally Left Blank] SECTION 00101 Page 1 of 2 PROJECT DIRECTORY PAGE SECTION 00101 Eagle Point Park Environmental Restoration Project — Phase 2 2601 Shiras Avenue Dubuque, IA 52001 101.1 Authorized Parties: The following contacts are the authorizing representatives for each of the parties, if a change is to be made to the Contract the following representatives must be contacted and approve of the change. JURISDICTION/GOVERNMENT ENTITY REPRESENTATIVE City of Dubuque City Hall, 50 West 13th Street Dubuque, Iowa 52001 Project Contact: Name: Stephen Fehsal Title: Park Division Manager Department: Leisure Services Email: SFehsal@cityofdubuque.org Phone: 563.589.4260 ENGINEER'S REPRESENTATIVE Emmons & Oliver Resources, Inc. Suite 200 2201 E. Grantview Drive Coralville, IA 52241 Project Contact: Name: Aaron L.Gwinnup, PE Title: Project Engineer Email: agwinnup@eorinc.com Phone: 319.594.1139 CONTRACTOR'S REPRESENTATIVE Contractor Name Contractor Address City, State, Zip Code Project Contact: Name: Name Title: Title Email: Email Phone: Phone SECTION 00101 Page2of2 101.2 OTHER CONTACT INFORMATION: PLANNING AND ZONING 50 W. 13th Street Dubuque, IA 52001 Project Representative: Name: Laura Carstens Title: Planning Services Manager Email: Icarsten@cityofdubuque.org Phone: 563.589.4210 ENGINEERING 50 W. 13th Street Dubuque, IA 52001 Project Representative: Name: Deron Muehring Title: Civil Engineer II Email: dmuehrin@cityofdubuque.org Phone: 563.589.4276 ___= END OF SECTION 00101 ==== SECTION 00102 Page 1 of 2 PROJECT CERTIFICATION PAGE SECTION 00102 Eagle Point Park Environmental Restoration Project — Phase 2 2601 Shiras Avenue Dubuque, IA 52001 I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly registered Engineer or Architect under the laws of the State of Iowa. Aaron L. Gwinnup 2/13/2020 Engineer P22558 Iowa License No. Signing Date 12/31/2021 Renewal Date Pages or sheets covered by this certification: Sections identified in Contract Documents Table of Contents . *••* • • = fi �a BRITTA M..rw• = O : HANSEN i �- = N J, . 00696 r c? Britta M. Hansen Landscape Architect 00696 2/13/2020 Signing Date 6/30/2020 Iowa License No. Renewal Date Pages or sheets covered by this certification: Sections identified in Contract Documents Table of Contents ___= END OF SECTION 00102 ==== Page2of2 [Page Intentionally Left Blank] SECTION 00110 Page 1 of 1 TABLE OF CONTENTS SECTION 00110 DIVISION 0 - BIDDING AND CONTRACTING REQUIREMENTS PROJECT TITLE PAGE 00100 PROJECT DIRECTORY PAGE 00101 PROJECT CERTIFICATION PAGE 00102 TABLE OF CONTENTS 00110 NOTICE TO BIDDERS 00120 INSTRUCTIONS TO BIDDERS 00200 SUBSTITUTION REQUEST FORM 00270 BID PROPOSAL SUBMITTAL CHECKLIST 00300 UNIT PRICE BID PROPOSAL FORM 00400 BID BOND 00450 BIDDER STATUS FORM 00460 CONTRACTOR BACKGROUND INFORMATION — Small Contracts. 00471 PUBLIC IMPROVEMENT CONTRACT 00500 PERFORMANCE, PAYMENT AND MAINTENANCE BOND 00600 OUT-OF-STATE CONTRACTOR BOND 00610 INSURANCE PROVISIONS AND REQUIREMENTS 00700 SALES TAX EXEMPTION CERTIFICATE 00750 SITE CONDITION INFORMATION 00775 CONSTRUCTION SCHEDULE AND AGREED COST OF DELAY00800 NOTICE TO PROCEED 00850 EROSION CONTROL CERTIFICATE 00900 CONSENT DECREE 01000 OTHER PROJECT INFORMATION AND PERMITS 01100 SPECIAL PROVISIONS 00000 ___= END OF SECTION 00110 ==== [Page Intentionally Left Blank] [Page Intentionally Left Blank] SECTION 00120 Page 1 of 3 NOTICE TO BIDDERS SECTION 00120 CITY OF DUBUQUE PUBLIC IMPROVEMENT PROJECT Eagle Point Park Environmental Restoration Project — Phase 2 120.1 Time and Place for Filing Sealed Proposals Sealed Bids for the work comprising each improvement as stated below must be filed before 2:00 p.m. on March 9, 2020 , 2020, in the Office of the City Clerk, City Hall - First Floor, 50 West 13th Street, Dubuque, Iowa. 120.2 Time and Placed Sealed Proposals Will be Opened and Considered Sealed proposals will be opened and Bids tabulated at 2:00p.m. on March 9, 2020, at City Hall - Conference Room B, 50 West 13th Street, Dubuque, Iowa, for consideration by the City Council at its meeting on March 16, 2020. The City of Dubuque, Iowa, reserves the right to reject any and all Bids. 120.3 Time for Commencement and Completion of Work Work on the Project must be commenced within ten (10) calendar days after the Notice to Proceed has been issued and shall be fully completed by July 31, 2020. 120.4 Bid Security Each Bidder must accompany its Bid with a Bid security as security that the successful Bidder will enter into a contract for the work Bid upon and will furnish after the award of contract a corporate surety Bond, acceptable to the governmental entity, for the faithful performance of the contract, in an amount equal to one hundred percent of the amount of the contract. The Bid security must be in the amount of ten percent (10%) of the amount of the contract and must be in the form of a cashier's check or certified check drawn on a state -chartered or federally chartered bank, or a certified share draft drawn on a state - chartered or federally chartered credit union, or the Bidder may provide a Bid Bond with corporate surety satisfactory to the governmental entity. The Bid Bond must contain no conditions except as provided in this section. 120.5 Contract Documents Copies of the Contract Documents may be obtained at the Engineering Department, City Hall — Second Floor, 50 West 13th Street, Dubuque, Iowa 52001. The Contract Documents will also be available on the City's website at Nww.cityofdubuque.org/bids.aspx. No plan deposit is required. SECTION 00120 Page 2 of 3 120.6 Preference for Iowa Products and Labor By virtue of statutory authority, preference will be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa statutes. 120.7 Sales Tax The Bidder should not include State of Iowa sales tax in its Bid. A sales tax exemption certificate will be available for all material purchased in Iowa for incorporation into the Project. 120.8 General Nature of Public Improvement Project Eagle Point Park Environmental Restoration Project — Phase 2 CIP # 1002643 Grading, Drainage Pipes and Structures, Stormwater Basin Excavation, Erosion and Sediment Control, Landscaping, Vegetation Establishment and Maintenance Base Bid Estimated Total Cost = $ 266,871.50 Alternate No. 1 Estimated Total Cost = $ n/a Alternate No. 2 Estimated Total Cost = $ n/a 120.9 Pre -Bid Construction Conference Each prospective bidder is encouraged to attend the Pre -Bid Construction Conference to be held at 2:00 PM on February 27, 2020 at the City Maintenance Facility, 2241 Lincoln Avenue Dubuque, Iowa 52001. Attendance by all prospective bidders is not mandatory but highly recommended. 120.10 Title VI — Non -Discrimination Clause The City of Dubuque in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d-2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, sex, age, or disability in consideration for an award. SECTION 00120 Page 3 of 3 120.11 Notice to Bidders Distribution On the following date, February 20, 2020, this Notice was posted at the following locations: 1. Master Builders of Iowa plan room service 2. The Construction Update Network 3. The City of Dubuque Website 4. Quest CDN ___= END OF SECTION 00120 =___ [Page Intentionally Left Blank] SECTION 00200 Page 1 of 5 INSTRUCTIONS TO BIDDERS SECTION 00200 200.1 CONTRACT DOCUMENTS Copies of the Contract Documents may be obtained at the Engineering Department, City Hall — Second Floor, 50 West 13th Street, Dubuque, Iowa 52001. The Contract Documents will also be available on the City's website at www.cityofdubuque.org/bids.aspx. No plan deposit is required. The City requests that non -bidders return Contract Documents as soon as possible after the Bid opening. 200.2 EXAMINATION Bidders must use complete sets of Contract Documents in preparing Bids. Bidders must examine the Contract Documents and the construction site to obtain first-hand knowledge of existing conditions. Extra compensation will not be given for conditions that can be determined by examining the Contract Documents and site. 200.3 QUESTIONS AND INTERPRETATIONS Bidders must submit questions about the Contract Documents to the Engineer in writing or by email only. Replies will be issued to Contract Document holders of record as Addenda to the Drawings and Specifications and will become part of the Contract Documents. Neither City nor a Bidder may rely on oral clarification. Failure to request clarification will not waive the responsibility of comprehension of the Contract Documents and performance of the work in accordance with the intent of the documents. Signing of the Bid Proposal constitutes an acknowledgement of understanding of the Contract Documents. 200.4 PRODUCT OPTIONS To obtain approval to use an unspecified product, a Bidder must deliver written requests to the Engineer at least seven (7) working days before the sealed Bid is due. Late requests will not be considered. The Bidder must submit request using the Substitution Request Form in specification 00270. Be sure to clearly describe and indicate the product for which approval is requested, and include any data as necessary to demonstrate acceptability of the substitute product. The written request must indicate the section number, page number and line number of the Specification for the product. If the product is acceptable, the Engineer will approve it in an Addendum. 200.5 INSPECTION OF THE PROJECT SITE Each Bidder must visit the project site(s) of the proposed work to fully acquaint itself with the existing conditions relating to the project and must inform itself as to the facilities involved, the difficulties and the restrictions related to the performance of the Contract. Each Bidder must thoroughly examine and familiarize itself with the specifications and all other Contract Documents. The Contractor by the execution of the Contract shall in no way be relieved of any obligation under the contract due to Contractor's failure to receive or examine any contract SECTION 00200 Page 2 of 5 document or to visit the site and acquaint itself with the conditions there existing. City will be justified in rejecting any claim based on facts regarding which the Contractor should have been aware of as a result of its inspection. 200.6 RELEASE OF SITE: SEQUENCE OF WORK Bidders are referred to the Contract Documents for information regarding the manner in which the project site(s) will be released and made available for construction purposes, and the sequence in which the construction work will be performed. 200.7 PREPARATION OF BIDS 1. All Bids must be submitted on the Bid Proposal Form (SECTION 00400) supplied by the City and bound in this Contract Documents Manual. All Bids are subject to all requirements of the Contract Documents including these INSTRUCTIONS TO BIDDERS. All Bids must be regular in every respect and no modifications, exclusions, or special conditions shall be made or included in the Bid Proposal Form by the Bidder. 2. The Bid Proposal Form (SECTION 00400) and Bid Bond (SECTION 00450) must be enclosed in separate sealed envelopes and clearly labeled. a. THE ENVELOPE CONTAINING THE BID PROPOSAL FORM MUST BE LABELED AS FOLLOWS: Eagle Point Park Environmental Restoration Project — Phase 2 Sealed Bid (Contractor Name) And addressed to Location for Filing Bid: City of Dubuque Leisure Services City Hall, 50 W 13th Street Dubuque, Iowa, 52001 b. THE ENVELOPE CONTAINING THE BID BOND MUST BE LABELED AS FOLLOWS: Eagle Point Park Environmental Restoration Project — Phase 2 Bid Bond (Contractor Name) And addressed to Location for Filing Bid: City of Dubuque Leisure Services City Hall, 50 W 13th Street Dubuque, Iowa, 52001 SECTION 00200 Page 3 of 5 3. The Bidder Status Form (Section 00460) must be included in the envelope with the Bid. 4. Bids submitted after the date and time for filing sealed proposals as listed in the Notice to Bidders (SECTION 00120) shall not be considered and will be returned to the Bidder unopened. 5. The City may reject any irregular or non -responsive Bid. 6. If the Contract is awarded, it will be awarded by the City as required by law to the lowest responsive, responsible Bidder. The Contract will require the completion of work according to the Contract Documents. 7. Each Bidder must include in the Bid, in the appropriate spaces therefore, the proposed cost of performing said work in compliance with the Contract Documents including all items of labor, equipment, materials and overhead costs. 200.8 BID BOND Each Bid must be accompanied by a satisfactory Bid Bond (SECTION 00450), in a separate envelope and clearly labeled in the same manner as the Bid proposal forms, executed by the Bidder and an acceptable surety; or a cashier's or certified check payable to the City Treasurer, City of Dubuque, drawn on a bank in Iowa or a bank chartered under the laws of the United States, in the amount of ten percent (10%) of the Bid submitted as security that the Bidder will enter into a contract for doing the work and will give Bond with proper securities for the faithful performance of the contract in the form attached to the specifications. Bidders shall use the provided City of Dubuque Bid Bond (SECTION 00450). If an alternative Bid Bond form is submitted by the Bidder and determined by the City to not be an equivalent bond form then the City may determine the Bid as non -responsive. 200.9 BIDDER STATUS FORM The Bidder Status Form (Section 00460) is required by the Iowa Labor Commissioner, pursuant to the Iowa Administrative Code rule 875-156.2(1). The Bidder must complete and submit the Bidder Status Form, signed by an authorized representative of the Bidder, with their Bid proposal. Under Iowa Administrative Code rule 875-156.2(1), failure to provide the Bidder Status Form with the Bid may result in the Bid being deemed non -responsive and may result in the Bid being rejected. 200.10 CORRECTIONS Erasures or other changes in the Bid must be explained or noted and initialed by the Bidder. 200.11 TIME FOR RECEIVING BIDS Bids received prior to the time of opening will be securely kept unopened. The officer whose duty it is to open them will decide when the specified time has arrived, and no Bid received thereafter will be considered. 200.12 OPENING OF BIDS SECTION 00200 Page 4 of 5 At the time and place fixed for the opening of Bids, the City will cause to be opened and publicly read aloud every qualifying Bid received within the time set for receiving Bids, irrespective of any irregularities therein. Bidders and other persons interested may be present in person or by representative. 200.13 WITHDRAWAL OF BIDS Bids (received prior to the time fixed for opening) may be withdrawn on written request by the Bidder. The Bid Bond of any Bidder withdrawing its Bid in accordance with the foregoing conditions will be returned with the Bid. 200.14 CONTRACTOR BACKGROUND INFORMATION FORM The Contractor Background Information Form (Section 00471) must be submitted by the apparent low bidder within 72 hours after the bid opening. The Form may be submitted to the City by either delivering a hardcopy or by email to the Jurisdiction Representative. 200.15 AWARD OF CONTRACTS AND REJECTION OF BIDS The Public Improvement Contract (SECTION 00500) shall be awarded as required by law. The Bidder to whom the award is made shall be notified at the earliest possible date by a Notice of Award. Failure by the apparent low bidder to provide the Contractor Background Information Form within the period specified in Section 200.14 or within such extended period as the City may grant, based upon reasons determined sufficient by the City, shall be grounds for determining the apparent low bidder as not responsible, and the City may either award the Contract to another Bidder or re -advertise for Bids, and may charge against the defaulting Bidder the difference between the defaulting Bidder's Bid and the successful Bid, irrespective of whether the amount thus due exceeds the amount of the Bid Bond. 200.16 EXECUTION OF CONTRACT 1. Within ten (10) calendar days after the date of the City's Notice of Award, the successful Bidder shall execute and deliver to the City a Contract (SECTION 00500) in the form included in the Contract Documents in such number of copies as the City may require. 2. Insurance documents shall be submitted in accordance with SECTION 00700 and must be properly completed prior to execution of the contract by the City. 3. Iowa Sales Tax Exemption Certificate documents shall be submitted in accordance with SECTION 00750 and must be properly completed prior to execution of the contract by the City. 4. The successful Bidder shall, within the period specified in Section 00200.16 Paragraph 1 above, also furnish a Contractor's Performance, Payment and Maintenance Bond in the form included in the Contract Documents and shall bear the same date as, or a date subsequent to, the date of the Contract. The power of attorney for the person who signs for any surety company shall be attached to such Bond. SECTION 00200 Page 5 of 5 5. The failure of the successful Bidder to execute such Contract and to supply the required Bond(s), Insurance, and Iowa Sales Tax Exemption Certificate information within ten (10) calendar days after the date of City's Notice of Award, or within such extended period as the City may grant, based upon reasons determined sufficient by the City, shall constitute a default, and the City may either award the Contract to another Bidder or re -advertise for Bids, and may charge against the defaulting Bidder the difference between the defaulting Bidder's Bid and the successful Bid, irrespective of whether the amount thus due exceeds the amount of the Bid Bond. If a more favorable Bid is received by re -advertising, the defaulting Bidder shall have no claim against the City for a refund. 6. After the Contract, Bonds, Insurance Documents, Sales Tax Exemption Certificate Form and Contractor Background Information Form have been properly provided, the City will execute the contract and issue the Notice to Proceed. ___= END OF SECTION 00200 ==== [Page Intentionally Left Blank] SECTION 00270 Page 1 of 2 SUBSTITUTION REQUEST FORM SECTION 00270 270.1 PROJECT INFORMATION Project: Eagle Point Park Environmental Restoration Project — Phase 2 SUBMIT REQUESTS FOR SUBSTITUTIONS DURING THE BIDDING PHASE TO: Aaron L. Gwinnup, PE Engineer Emmons & Oliver Resources, Inc. Suite 200 — 2201 E. Grantview Drive Coralville, IA 52241 SUBMISSION DATE: REQUEST FROM: 1) SPECIFICATION SECTION SPEC. SEC. NO: SPEC. SEC. TITLE: DESCRIPTION: ARTICLE: PARAGRAPH: 2) PROPOSED SUBSTITUTION MANUFACTURER: TRADE NAME: MODEL: SECTION 00270 Page2of2 270.2 ACKNOWLEDGEMENTS AND ATTACHMENTS In submitting this Request, the undersigned acknowledges and represents that: • Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. • Same warranty will be furnished for proposed substitution as for specified product. • Same maintenance service and source of replacement parts, as applicable, is available. • Proposed substitution will have no adverse effect on other trades and will not affect or delay the project schedule. • Proposed substitution does not affect dimensions and functional clearances. Attachments: The following attachments are required as part of this submittal request. 1) Product Data, descriptions and specifications necessary for evaluation. 2) Drawings necessary to indicate proper installation in the Work. 3) Tests and Reports consistent with specified performance 4) Material Samples (if applicable): SUBMITTED BY: TITLE: COMPANY NAME: TELEPHONE: EMAIL: 270.3 ENGINEER'S REVIEW AND ACTION Substitution approved — Make submittals in accordance with Specification Section for this item. Substitution rejected — Revise and Resubmit. Substitution rejected — Use specified materials. REVIEWED BY: DATE: / / ___= END OF SECTION 00270 ==== SECTION 00300 Page 1 of 2 BID PROPOSAL SUBMITTAL CHECKLIST SECTION 00300 Eagle Point Park Environmental Restoration Project — Phase 2 300.1 Bid Submittal Check List Checking your Bid submittal, before filing, against the following checklist will help prevent minor errors or omissions, which could result in rejection of the Bid because it is non- responsive. (1) Bid Proposal Form: ✓ Bid proposal must be submitted on the form listed below and provided by the City: ■ UNIT PRICE BID PROPOSAL FORM (SECTION 00400) ✓ Acknowledge receipt of all addenda on the Bid Proposal Form (SECTION 00400). ✓ Bid Proposal Form (SECTION 00400) must be signed by an authorized agent. ✓ The Bid Proposal Form must not be qualified in any way or contain any disclaimers or special conditions, or the Bid may be found nonresponsive. (2) Bid Bond: ✓ The Bid Proposal Form (SECTION 00400) must be accompanied in a separate envelope by a Bid Bond (SECTION 00450) or a certified check made payable to the "City of Dubuque" in an amount equal to ten percent (10%) of the Bid amount. ✓ The Bid Bond (SECTION 00450), if used, must be signed by both the Bidder and the Surety or surety's agent. Signature of surety's agent must be supported by accompanying power of attorney. Be sure to write in the bid amount on the Bid Bond ✓ Bidders shall use the provided City of Dubuque Bid Bond (SECTION 00450). If an alternative Bid Bond form is submitted by the Bidder and determined by the City to not be an equivalent bond form then the City may determine the Bid as non -responsive. (3) Bidder Status Form: SECTION 00300 Page2of2 ✓ The Bidder Status Form (Section 00460) must be included in the envelope with the Bid. (4) Submittal of Bid: ✓ The Bid Proposal Form and Bid Bond must be submitted in a separate sealed envelope labeled as follows: Eagle Point Park Environmental Restoration Project — Phase 2 "Sealed Bid" or "Bid Bond" (Contractor Name) And addressed to Location for Filing the Bid: City of Dubuque (Office/Department of Filing) City Hall, 50 W 13th Street Dubuque, Iowa, 52001 ✓ Sufficient time should be allowed for Bids to be delivered. Late Bids will not be considered and will be returned unopened. == == END OF SECTION 00300 =___ UNIT PRICE BID PROPOSAL FORM SECTION 00400 PROJECT: Eagle Point Park Environmental Restoration Project — Phase 2 2601 Shiras Avenue BID TO: BID FROM: Office of Engineering Department City Hall Dubuque, Iowa 52001 SECTION 00400 Page 1 of 5 (Company) (Street Address) (City, State, Zip) (Telephone) 400.1 General The undersigned Bidder agrees, if the Bid is accepted, to enter into an Contract with the City, in the form included in the Contract Documents, to perform and furnish the Work as specified or indicated in the Contract Documents for the Total Bid Amount and within the Bid time indicated in the Contract Documents and in accordance with other terms and conditions of the Contract Documents. 400.2 Recitals In submitting this Bid, Bidder represents, as more fully set forth in the Public Improvement Contract, that: a. This Bid will remain subject to acceptance for forty-five (45) calendar days after the day of Bid opening; b. The City has the right to reject this Bid and to waive any informalities in the Bidding; c. Bidder accepts the provisions to the Instructions to Bidders regarding dispositions of Bid Security; d. Bidder will sign and submit the Public Improvement Contract with the Bond and other documents required by the Contract Documents within ten (10) calendar days after the date of City's Notice of Award; SECTION 00400 Page 2 of 5 The Bidder hereby certifies that the Bidder is the only person or persons interested in this proposal as principals; that an examination has been made of the plans, specifications, contract form, including the special provision contained herein, and the work site, and the Bidder understands that the quantities of work shown herein are approximate only and are subject to increase or decrease. The measured unit quantity of any item stated in the plans, specification, or on the bid proposal form are approximate only and the final payment must be made by the work covered in the contract (Public Improvement Contract - Section 500). The Contractor further understands that all quantities of work, whether increased or decreased, are to be performed at the Unit Prices as stipulated herein; the Bidder proposes to furnish all necessary machinery, equipment, tools, labor and other means of construction, and to furnish all materials specified in the manner and time prescribed and to do the work at the prices herein set out. 400.3 Bidder's Acknowledgment In submitting this Bid this Bidder acknowledges and represents that: 1) Bidder has examined copies of all the Contract Documents; 2) Bidder has visited the Project Area and become familiar with the general, local, and site conditions; 3) Bidder is familiar with Federal, State, and local laws, ordinances and regulations that govern the work specified by the Contract Documents; 4) Bidder has correlated the information known to the Bidder, observations obtained from the examination of the site, reports and drawings identified in the Contract Documents and additional investigations, explorations, tests, studies and data within the Contract Documents; 5) This Bid is genuine and not made in the interest of or on behalf of an undisclosed person, firm or corporation; Bidder has not directly or indirectly induced or solicited another Bidder to submit a false or sham Bid; Bidder has not solicited or induced a person, firm or corporation to refrain from Bidding; and Bidder has not sought by collusion to obtain for itself an advantage over another Bidder or over City; 6) Local and State sales and use taxes are not included in the Bid Amount. 7) Bidder has examined and understands that the following reports listed in Section 00775 are part of the Contract Documents have been considered and are included in the Bid Amount. Report Title , Dated Report Title , Dated Report Title , Dated 400.4 Unit Prices and Bid Amount LINE NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Masterpiece on the Mississippi BIDDER NAME: Project Name: REFERENCE NUMBER 2010-1.08-A 2010-1.08-A 2010-1.08-A 2010-1.08-D1 2010-1.08-E 2010-1.08-Special 4020-1.08-A 4020-1.08-A 4030-1.08-B 4030-1.08-6 4040-1.08-A 4040-1.08-C 6010-1.08-B 6010-1-08-A/B 6010-1.08-A/B 7030-1.08-A 7080-1.08-D 7080-1.08-E 9010-1.08-B 9010-1.08 9030-1.08-B 9030-1.08-B 9030-1.08-B Special 9040-1.08-A City of Dubuque, Iowa Bid Proposal Schedule Eagle Point Park Environmental Restoration Project - Phase 02 BID ITEM DESCRIPTION Clearing and Grubbing, 6" - 18" Clearing and Grubbing, 18" - 24" Clearing and Grubbing, 25" - 36" On -site Topsoil (Strip, Salvage, and Respread) Excavation Class 10 Back Fill Material (Rain Garden Soil) 80-10-10 Mix Storm Sewer, HDPE 12" Storm Sewer, HDPE 18" CMP Apron, 12" CMP Apron, 18" Type 1 Subdrain, HDPE, 8" Type A-2 Cleanaut Circular Area Intake (SW-512), 24" dia. Castings for Area Intakes (SW-604), Type 3 Castings for Area Intakes (SW-604), Type 5 Removal of Shared Use Path (Concrete Flume} Storage Aggregate Filter Aggregate Hydraulic seeding and mulching, Type 4 (Temporary Erosion Control Mix. No Fertilizer) Hydromulch: Mechanically Bonded Fiber Matrix Tree (Including warranty) - 2" Shrub (Including warranty) Ground Cover Plant (Including warranty) Mulch, Shredded Hardwood, 3 Inch Depth SWPPP Management PLAN QTY 9.00 6.00 10.00 500.00 600.00 340.00 110.00 35.00 3.00 2.00 313.00 5.00 5.00 2.00 3.00 112.00 330.00 80.00 0.90 0.90 18.00 14.00 1,387.00 51.00 1.00 UNIT EA EA EA CY CY CY LF LF EA EA LF EA EA EA EA 5Y CY CY ACRE ACRE EA EA EA CY LS SECTION 00400 Page 3 of 5 Addendum No.: N/A DATE: BID UNIT PRICE TOTAL PRICE SECTION 00400 Page 4 of 5 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 9040-1.08-E 9040-1.08-F1 9040-1.08-F2 9040-1.08-1 9040-1.08L1 9040-1.08-N1 9040-1.08-N2 9040-1.08-02 9040-1.08-0 9040-1.08-R 9040-1.08-T1 9040-1.08-T2 Special 9070-1.08-SPECIAL 9070-1.08-SPECIAL SPECIAL 11010-1.08A 11,020-1.0BA 11050-1.08A SPECIAL Temporary Rolled Erosion Control Products (RECP). Type 2 A Wattle, install Wattle, remove Rip Rap, Erosion Stone Anti -Seep Collar Silt Fence, install Silt Fence, removal of sediment Stabilized Construction Entrance Stabilized Construction Entrance, removal TURF REINFORCEMENT MATS (TRM), Type 2 Inlet Proctection Device, install "High Flow" type (surface or drop in) Inlet Protection Maintenance Additional Erosion Control Measures Limestone Custom Inlet - Basin 1 Limestone Retaining Wall Block - 12" x 12" x 3' Remove and Cap Water Supply Pipe Construction Survey Mobilization Concrete Washout Utility Potholing 610.00 900.00 900.00 8.00 6.00 880.00 880.00 2.00 2.00 25.00 7.00 7.00 1.00 1.00 20.00 1.00 1.00 1.00 1.00 1.00 SY LF LF TON EA LF LF EA EA SQUARE EA EA ALLOW LS TON LS LS L5 EA LS $5,000 Bid Amount: 85,000 SECTION 00400 Page 5 of 5 400.7 Timeliness Bidder agrees that the work shall be Substantially Complete and made ready for final payment in accordance with Contract Documents no later than the date(s) indicated in Section 00800 — Construction Schedule and Agreed Cost of Delay. 400.8 Additional Documents To Be Submitted With Bid The following additional documents are included and made a condition of this Bid: A. Bid Bond (Section 00450)—or other approved Bid Security. Accompanying this Bid in a separate sealed envelope is a Bid Bond, cashier's check, or certified check in the penal sum of ten percent (10%) of the submitted Bid. It is understood that the Bid security will be retained in the event a contract is not executed by the Contractor if award is made to the undersigned. If a Bid Bond is submitted it must be executed by the Bidder and acceptable corporate surety. If a Cashier's check or certified check is submitted it must be made payable to the City Treasurer, City of Dubuque, drawn on a bank in Iowa or a bank chartered under the laws of the United States. B. Bidder Status Form (Section 00460) 400.9 Document Submittal Requirements by Apparent Low Bidder The apparent low bidder must submit the Contractor Background Information Form (Section 00470/00471) to the Jurisdiction Representative within 72 hours after the bid opening. Failure to submit the Contractor Background Information Form by the required deadline may be considered justification for the City to determine the Bidder as not responsible. 400.10 Contract Execution The Bidder further agrees to execute a formal contract and Bond, within ten (10) calendar days after the date of the City's Notice of Award. The Bidder also agrees it will commence work on or before ten (10) calendar days after the date of City's Notice to Proceed, and it will complete the work within the specified contract period or pay the Agreed Cost of Delay stipulated in the Contract Documents. 400.11 Questions and Interpretations Failure by the Bidder to request clarification of the Contract Documents during the bidding process does not waive the responsibility for comprehension of the documents and performance of the work in accordance with the Contract Documents. Signing of the Bid Proposal Form constitutes the Contractor's certification as implicitly denoting thorough comprehension of intent of the Contract Documents. SECTION 00400 Page 6 of 5 400.12 Addenda The Bidder acknowledges receipt of the following addenda: Dated: Dated: Dated: Dated: 400.13 Signatures Contractor: Dated: Contractor Name Street (Business Location) City State Zip Dated: Signature Title The Bidder's State of does ( ) / does not ( ) utilize a percentage preference for in -state Bidders. The amount of preference is percent. ___= END OF SECTION 00400 === [Page Intentionally Left Blank] SECTION 00450 Page 1 of 1 BID BOND SECTION 00450 We as Principal (Contractor), and , as Surety, are held and firmly bound unto the City of Dubuque, Iowa (City), in the sum of $ (10% of (use numbers) the Bid amount), for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. The condition of this obligation is such that whereas the Principal has submitted the accompanying Bid, dated day of , 20 for (Project). NOW, THEREFORE, if the Principal shall not withdraw said Bid within the period specified therein during the opening of same, or if no period specified, within thirty (30) days after said opening, and must within the period specified therefore, if no period be specified, within ten (10) days after date of City's Notice of Award, enter into a the Public Improvement Contract with the City, in accordance with the Bid as accepted, and give Bond with good and sufficient surety or sureties, as may be required for the faithful performance and proper fulfillment of such Contract, then the above obligation shall be void and of no effect, otherwise to remain in full force. The full amount of this Bid Bond will be forfeited to the City as an Agreed Cost of Delay in the event that the Principal fails to execute the contract and provide the Bond as provided in the Contract Documents or by law. IN WITNESS WHEREOF, the above parties have executed this instrument under their several seals this day of , 20 the name and corporate seal of each corporate party being hereto affixed and duly signed by its undersigned representative pursuant to authority of its governing body. PRINCIPAL: SURETY: Contractor Name Surety Name By: By: Signature Signature Title Title Date Date ___= END OF SECTION 00450 ==== [Page Intentionally Left Blank] SECTION 00460 Page 1 of 2 Bidder Status Form SECTION 00460 To be completed by all Bidders Part A Please answer "Yes" or "No" for each of the following: ❑ Yes ❑ No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the worksheet on the next page). ❑ Yes ❑No My company has an office to transact business in Iowa. ❑ Yes ❑No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. ❑ Yes ❑No My company has been conducting business in Iowa for at least 3 years prior to the first request for Bids on this project. ❑ Yes ❑ No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would qualify as a resident Bidder in Iowa. If you answered "Yes" for each question above, your company qualifies as a resident Bidder. Please complete Parts B and D of this form. If you answered "No" to one or more questions above, your company is a non-resident Bidder. Please complete Parts C and D of this form. To be completed by all resident Bidders Part B My company has maintained offices in Iowa during the past 3 years at the following addresses: Dates: to Address: (mm/dd/yyyy) City, State, Zip: Dates: to Address: (mm/dd/yyyy) City, State, Zip: Dates: to Address: (mm/dd/yyyy) City, State, Zip: You may attach additional sheet(s) if needed. To be completed by all non- resident Bidders Part C Name of your home state or foreign country reported to the Iowa Secretary of State. Does your company's home state or foreign country offer preferences to Bidders who are residents? ❑ Yes ❑ No If you answered "Yes" to question 2, identify each preference offered by your company's home state or foreign country and the appropriate legal citation. You may attach additional sheet(s) if needed. To be completed by all Bidders Part D I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may be a reason to reject my Bid. Firm Name: Signature: Date: You must submit the complete form to the government body requesting Bids per 875 Iowa Administrative Code Chapter 156 This Form has been approved by the Labor Commissioner 309-6001 02-14 SECTION 00460 Page 2 of 2 Worksheet: Authorization to Transact Business This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. ❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor. ❑ Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. ❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. ❑ Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. ❑ Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation has received a certificate of authority from the Iowa secretary of state, has filed its most recent biennial report with the secretary of state, and has neither received a certificate of withdrawal from the secretary of state nor had its authority revoked. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed. ❑ Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in Iowa and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in a state other than Iowa, has received a certificate of authority to transact business in Iowa and the certificate has not been revoked or canceled. ___= END OF SECTION 00460 ==== [Page Intentionally Left Blank] SECTION 00471 Page 1 of 12 SECTION 00471 CONTRACTOR BACKGROUND INFORMATION FOR SMALL CONTRACTS (Between $25,000 and $3,000,000) The apparent low bidder must submit the Contractor Background Information Form to the Jurisdiction Representative within 72 hours after the bid opening. Failure to submit the Contractor Background Information Form by the required deadline may be considered justification for the City to determine the Bidder as not responsible. All questions must be answered clearly and comprehensively. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information that it deems necessary. 1. SUBMITTED BY: Official Name of Firm: Address: 2. CONTRACTOR'S CONTACT INFORMATION: Contact Person: Title: Phone: Email: 3. TYPE OF ORGANIZATION: SOLE PROPRIETORSHIP Name of Owner: Doing Business As: Date of Organization: PARTNERSHIP Date of Organization: Type of Partnership: Name of General Partner(s): SECTION 00471 Page 2 of 12 CORPORATION State of Organization: Date of Organization: Executive Officers: President: Vice President(s): Treasurer: Secretary: LIMITED LIABILITY COMPANY State of Organization: Date of Organization: Members: JOINT VENTURE State of Organization: Date of Organization: Form of Organization: Joint Venture Managing Partner(s) Name: Address: Name: Address: Name: Address: OTHER State of Organization: Name of Organization: Form of Organization: Date of Organization: Principal Name: Title: Address: SECTION 00471 Page 3 of 12 A. How many years has your organization been in business as a contractor? years. B. How many years have you been engaged in the contracting business under your present firm or trade name? years. C. Under what other or former names does or has your organization operated? 4. CERTIFICATIONS: CERTIFIED BY: Disadvantage Business Enterprise: Minority Business Enterprise: Woman Owned Enterprise: Small Business Enterprise: Other: SECTION 00471 Page 4 of 12 5. BONDING INFORMATION: Bonding Company: Address: Bonding Agent: Address: Contact Name: Phone: Aggregate Bonding Capacity: Available Bonding Capacity as of date of this submittal: 6. CONSTRUCTION EXPERIENCE: A. Current Experience: List on Schedule A all uncompleted projects currently under contract. B. Previous Experience: List on Schedule B at least three (3) projects completed within the last three (3) years that had a similar scope of work. Do you have direct related project experience? If no direct related project experience, add an Attachment that explain how you intend to complete the contract. NO YES In the past eight (8) years has the firm listed in Section 1 ever failed to complete a construction contract awarded to it? If YES, add an Attachment that provides details of the circumstances and include Project Owner's contact information. NO YES Have you ever been found not to be a responsible Bidder under Iowa Code Chapter 26? If YES, add an Attachment that provides details of the circumstances and include Project Owner's contact information. NO YES SECTION 00471 Page 5 of 12 In the past eight (8) years has any Corporate Officer, Partner, Joint Venture participant or Proprietor ever failed to complete a construction contract awarded to them in their name or when acting as a principal of another entity? If YES, add an Attachment that provides details of the circumstances and include Project Owner's contact information. ❑ NO YES Are there any judgments, claims, disputes or litigation pending or outstanding with an individual value greater than $200,000 involving the firm listed in Section 1 or any of its officers (or any of its partners if a partnership or any of the individual entities if a joint venture)? If YES, add an Attachment that provides details of the circumstances and include Project Owner's contact information. ❑ NO YES Have you ever been declared in default under a performance Bond in the last five (5) years? If YES, add an Attachment that provides details of the circumstances and include the name and contact person of the owner(s) of the project and the contact person at the surety/Bonding company. ❑ NO YES Are you currently being investigated for or have previously violated in the last five years any of the following state or federal laws: Iowa Minimum Wage Act, Iowa Non -English Speaking Employees Act, Iowa Child Labor Act, Iowa Labor Commissioner's Right to Inspect Premises, Iowa Compensation Insurance Act, Employment Security Act, Iowa Competition Act, Iowa Income, Corporate and Sales Tax Code, Iowa Employee Registration Requirements, Iowa Hazardous Chemical Risks Act, Iowa Wage Payment Collection Act, Federal Income and Corporate Tax Code, The National Labor Relations Act, The Drug -Free Workplace Act, the Employee Retirement Insurance Security Act, Title VI of the Civil Rights Act of 1964, The Fair Labor Standards Act: If YES, add an Attachment that provides details of the circumstances and explain. NO YES SECTION 00471 Page 6 of 12 7. SAFETY PROGRAM: Name of Contractor's Lead Safety Officer: Name of Contractor's Safety Officer assigned to the project: Include the following as attachments: A. Provide as an Attachment Contractor's OSHA No. 300- Log & Summary of Occupational Injuries & Illnesses for the past 2 years. Contractor must submit the same information for all proposed Subcontractors performing Work having a value in excess of 10 percent of the total bid amount. B. Provide as an Attachment Contractor's list of all OSHA Citations & Notifications of Penalty (monetary or other) received within the last 2 years (indicate disposition as applicable) - IF NONE SO STATE. Contractor must submit the same information for all proposed Subcontractors performing Work having a value in excess of 10 percent of the total bid amount. C. Provide as an Attachment Contractor's list of all safety citations or violations under any state all received within the last 2 years (indicate disposition as applicable) - IF NONE SO STATE. Contractor must submit the same information for all proposed Subcontractors performing Work having a value in excess of 10 percent of the total bid amount. D. Provide the following for the firm listed in Section 3 (attach additional sheets as necessary) the following (Contractor must submit the same information for all proposed Subcontractors performing Work having a value in excess of 10 percent of the total bid amount: Workers' compensation Experience Modification Rate (EMR) for the last 2 years: YEAR EMR YEAR EMR Total Recordable Frequency Rate (TRFR) for the last 2 years: YEAR TRFR YEAR TRFR Total number of man-hours worked for the last 2 Years: YEAR YEAR TOTAL NUMBER OF MAN-HOURS TOTAL NUMBER OF MAN-HOURS SECTION 00471 Page 7 of 12 8. EQUIPMENT: Provide a statement that explains the contractual relationship between the Company listed in Section 3 and the owners of major pieces of equipment that will be utilized on this project. MAJOR EQUIPMENT: List on Schedule C all pieces of major equipment available for use on this Project. I HEREBY CERTIFY THAT THE INFORMATION SUBMITTED HEREWITH, INCLUDING ANY ATTACHMENTS, IS TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT THE CITY OF DUBUQUE MAY RELY ON THE INFORMATION PROVIDED. NAME OF ORGANIZATION: SIGNATURE: NAME: TITLE: DATED: NOTARY ATTEST: SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF , 20 NOTARY PUBLIC - STATE OF MY COMMISSION EXPIRES: REQUIRED ATTACHMENTS: 1. Schedule A (Current Experience). 2. Schedule B (Previous Experience). 3. Evidence of authority for individuals listed in Section 3 to bind organization to a Contract. 4. Resumes of officers and key individuals (including Safety Officer) of Company named in Section 1. 5. Required safety program submittals listed in Section 7. 6. Schedule C (Major Equipment) 7. Additional items as needed to complete background information request. SECTION 00471 Page 8 of 12 SCHEDULE A PROJECTS CURRENTLY UNDER CONTRACT Project Name: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Project Name: Contract Amount: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Contract Amount: Project Name: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Project Name: Contract Amount: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Contract Amount: Project Name: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Project Name: Contract Amount: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Contract Amount: SECTION 00471 Page 9 of 12 SCHEDULE A PROJECTS CURRENTLY UNDER CONTRACT Project Name: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Project Name: Contract Amount: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Contract Amount: Project Name: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Project Name: Contract Amount: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Contract Amount: Project Name: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Project Name: Contract Amount: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Contract Amount: SECTION 00471 Page 10 of 12 SCHEDULE B PREVIOUS EXPERIENCE (List projects that fulfill the requirements of Section 6B Project Name: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Contract Amount: Project Name: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Contract Amount: Project Name: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Project Name: Contract Amount: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Contract Amount: Project Name: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Project Name: Contract Amount: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Contract Amount: SECTION 00471 Page 11 of 12 SCHEDULE B PREVIOUS EXPERIENCE (List projects that fulfill the requirements of Section 6B Project Name: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Contract Amount: Project Name: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Contract Amount: Project Name: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Project Name: Contract Amount: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Contract Amount: Project Name: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Project Name: Contract Amount: Project Information Project Type: Contract Start Date: Contract End Date: Percent Complete: Contract Amount: SCHEDULE C LIST OF MAJOR EQUIPMENT TO BE UTILIZED ON THIS PROJECT SECTION 00471 Page 12 of 12 ITEM MODEL YEAR CONDITION RUN HOURS OWNER ___= END OF SECTION 00471 ==== SECTION 00500 Page 1 of 6 PUBLIC IMPROVEMENT CONTRACT SECTION 00500 Eagle Point Park Environmental Restoration Project — Phase 2 THIS IMPROVEMENT CONTRACT (the Contract), made in triplicate, dated for references purposes the day of , 20_ between the City of Dubuque, Iowa, by its City Manager, through authority conferred upon the City Manager by its City Council (City), and Contractor Name (Contractor). For and in consideration of the mutual covenants herein contained, the parties hereto agree as follows: CONTRACTOR AGREES: 1. To furnish all material and equipment and to perform all labor necessary for the Eagle Point Park Environmental Restoration Project — Phase 2 (Project). 2. CONTRACT DOCUMENTS A. The Contract Documents consist of the following: 1. Project Title Page (Section 00100). 2. Project Directory Page (Section 00101). 3. This Public Improvement Contract (Section 00500). 4. Performance, Payment, and Maintenance Bond (Section 00600). 5. Out -of -State Contractor Bond (Section 00610). 6. Other Bonds: a. (Bond Name) (pages to , inclusive). b. (Bond Name) (pages to , inclusive). c. (Bond Name) (pages to , inclusive). 7. The Iowa Statewide Urban Design And Specifications (SUDAS) 2017 Edition. 8. CITY OF DUBUQUE Supplemental Specifications 2017 Edition. 9. Other Standard and Supplementary Specifications as listed on the Title Page of the Contract Document Manual. 10.Special Provisions included in the project Contract Document Manual. 11. Drawings —Sheet No. through No. (00 pages) or drawings consisting of sheets bearing the following general title: 12.Addenda (numbers to , inclusive). 13.Insurance Provisions and Requirements (Section 00700). 14.Sales Tax Exemption Certificate (Section 00750). 15. Site Condition Information (Section 00775). 16.Construction Schedule and Agreed Cost of Delay (Section 00800). SECTION 00500 Page2of6 17. Erosion Control Certificate (Section 00900). 18. Consent Decree (Section 01000). 19. Other Project Information and Permits (Sections 01100 - 00000). 20. Exhibits to this Contract (enumerated as follows): a. Contractor's Bid (pages to inclusive). b. Bidder Status Form (Section 00460). c. The following documentation that must be submitted by Contractor prior to Notice of Award. i. Contractor Background Information Form (Section 00470/00471) ii. 21. The following which may be delivered or issued on or after the Effective Date of the Agreement: a. Notice to Proceed (Section 00850). b. Project Certification Page (Section 00102). c. Change Orders (Not attached to this agreement). There are no other Contract Documents. The Contract Documents may only be amended, modified, or supplemented as provided in General Conditions. 3. All materials used by the Contractor in the Project must be of the quality required by the Contract Documents and must be installed in accordance with the Contract Documents. 4. The Contractor must remove any materials rejected by the City as defective or improper, or any of said work condemned as unsuitable or defective, and the same must be replaced or redone to the satisfaction of the City at the sole cost and expense of the Contractor. 5. Five percent (5%) of the Contract price will be retained by the City for a period of thirty (30) days after final completion and acceptance of the Project by the City Council to pay any claim by any party that may be filed for labor and materials done and furnished in connection with the performance of this Contract and for a longer period if such claims are not adjusted within that thirty (30) day period, as provided in Iowa Code Chapter 573 or Iowa Code Chapter 26. The City will also retain additional sums to protect itself against any claim that has been filed against it for damages to persons or property arising through the prosecution of the work and such sums will be held by the City until such claims have been settled, adjudicated or otherwise disposed of. 6. The Contractor has read and understands the Contract Documents herein referred to and agrees not to plead misunderstanding or deception related to estimates of quantity, character, location or other conditions for the Project. 7. In addition to any warranty provided for in the specifications, the Contractor must also fix any other defect in any part of the Project, even if the Project has been accepted and fully paid for by the City. The Contractor's maintenance bond will be security for a period of two years after the issuance of the Certificate of Substantial Completion. SECTION 00500 Page 3 of 6 8. The Contractor must fully complete the Project under this Contract on or before the date indicated in the Construction Schedule and Agreed Cost of Delay Section of the Contract Documents. 9. INDEMNIFICATION FROM THIRD PARTY CLAIMS. To the fullest extent permitted by law, Contractor shall defend, indemnify and hold harmless City, its officers and employees, from and against all claims, damages, losses and expenses claimed by third parties, but not including any claims, damages, losses or expenses of the parties to this Contract, including but not limited to attorneys' fees, arising out of or resulting from performance of this Contract, provided that such claim, damages, loss or expense is attributable to bodily injury, sickness, disease or death, or injury to or destruction of property, including loss of use resulting there from, but only to the extent caused in whole or in part by negligent acts or omissions of Contractor, or anyone directly or indirectly employed by Contractor or anyone for whose acts Contractor may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. 10. The Contractor hereby represents and guarantees that it has not, nor has any other person for or in its behalf, directly or indirectly, entered into any arrangement or Contract with any other Bidder, or with any public officer, whereby it has paid or is to pay any other Bidder or public officer any sum of money or anything of value whatever in order to obtain this Contract; and it has not, nor has another person for or in its behalf directly or indirectly, entered into any Contractor arrangement with any other person, firm, corporation or association which tends to or does lessen or destroy free competition in the award of this Contract and agrees that in case it hereafter be established that such representations or guarantees, or any of them are false, it will forfeit and pay not less than ten percent (10%) of the Contract price but in no event less than $2,000.00 (Two Thousand Dollars) to the City. 11. The surety on the Bond furnished for this Contract must, in addition to all other provisions, be obligated to the extent provided for by Iowa Code 573.6 relating to this Contract, which provisions apply to said Bond. 12. The Contractor agrees, and its Bond is surety therefore, that after the Certificate of Substantial Completion has been issued by the City, it will keep and maintain the Project in good repair for a period of two (2) years. 13. The Project must be constructed in strict accordance with the requirements of the laws of the State of Iowa, and the United States, and ordinances of the City of Dubuque, and in accordance with the Contract Documents. A. All applicable standards, orders, or regulations issued pursuant to the Clean Air Act of 1970 (42 U. S. C. 1958 (H) et. seq.) and the Federal Water Pollution Act (33 U. S. C. 1368 et. seq.) as amended, Executive Order 11738, and Environmental Protection Agency regulations (40 CFR, Part 15). Contractor must comply with Section 103 and 107 of the Contract Work Hours and Safety Standards Act (40 USC 327-330) and Department of Labor Regulations (29 CFR, Part 5). B. The City and the Contractor agree to comply with all provisions of the Davis -Bacon Federal Prevailing Wage Act, and related labor requirements and regulations and the Federal Wage Determination for this Project. SECTION 00500 Page4of6 C. Equipment or products authorized to be purchased with federal funding awarded for this Contract must be American -made to the maximum extent feasible, in accordance with Public Law 103-121, Sections 606(a) and (b). D. The City of Dubuque in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d-2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, sex, age, or disability in consideration for an award. CONSENT DECREE RELATING TO THE PROJECT THIS CONTRACTOR IS PERFORMING WORK FOR THE CITY OF DUBUQUE RELATED TO THE WATER & RESOURCE RECOVERY CENTER OR THE SANITARY SEWER COLLECTION SYSTEM. THEREFORE, THE CONSENT DECREE AND THIS SECTION ARE APPLICABLE. CITY CONTRACTOR THIS CONTRACTOR IS NOT PERFORMING WORK FOR THE CITY OF DUBUQUE RELATED TO THE WATER & RESOURCE RECOVERY CENTER OR THE SANITARY SEWER COLLECTION SYSTEM. THEREFORE THE CONSENT DECREE AND THIS SECTION ARE NOT APPLICABLE. The City has entered into a Consent Decree in the case of The United States of America, and the State of Iowa v. The City of Dubuque, Iowa, Civil Action Number Case 2:11-cv-01011-EMJ, Civil Action Number 2008V00041, DOJ Case Number 90-5-1-1-09339, United States District Court for the Northern District of Iowa. The provisions of the Consent Decree apply to and are binding upon the City and its officers, directors, employees, agents, servants, successors, assigns, and all persons, firms and corporations under contract with the City to perform the obligations of the Consent Decree. The City is required to provide a copy of the Consent Decree to any contractor or consultant retained to perform work required by the Consent Decree. A copy of the Consent Decree is included in the Contract Documents and can be viewed at http://www.cityofdubuque.org/DocumentCenter/Home/View/3173. A hard copy is available upon request at the City's Engineering Department Office. The City must condition any contract to perform work required under the Consent Decree upon performance of the work in conformity with the provisions of the Consent Decree. The Consent Decree also provides that until five (5) years after the termination of the Consent Decree, the City must retain, and must instruct its contractors and agents to preserve, all non -identical copies of all documents, reports, data, records, or other information (including documents, records, or other SECTION 00500 Page 5of6 information in electronic form) in its or its contractors' or agents' possession or control, or that come into its or its contractors' or agents' possession or control, and that relate in any manner to the City's performance of its obligations under this Consent Decree, including any underlying research and analytical data. This information -retention period, upon request by the United States or the State, the City must provide copies of any documents, reports, analytical data, or other information required to be maintained under the Consent Decree. At the conclusion of the information -retention period, the City must notify the United States and the State at least ninety (90) Days prior to the destruction of any documents, records, or other information subject to such requirements and, upon request by the United States or the State, the City must deliver any such documents, records, or other information to the EPA or IDNR. CERTIFICATION BY CONTRACTOR The undersigned, on behalf of the Contractor, with full authority to act on behalf of the Contractor, certifies to the City of Dubuque as follows: 1. I have received a copy of the Consent Decree in the case of The United States of America, and the State of Iowa v. The City of Dubuque, Iowa, Civil Action Number Case 2:11-cv-01011-EMJ, Civil Action Number 2008V00041, DOJ Case Number 90- 5-1-1-09339, United States District Court for the Northern District of Iowa. 2. All work performed will be in conformity with the provisions of the Consent Decree. 3. All documents reports, data, records, or other information (including documents, records, or other information in electronic form) that relate in any manner to the performance of obligations under the Consent Decree, including any underlying research and analytical data, will be retained as required by the Consent Decree. 4. The Contractor agrees to defend, indemnify, and hold harmless the City, its officers, agents, or employees from and against any claims, including penalties, costs and fees as provided in the Consent Decree, relating to or arising out of the Contractor's failure to comply with the Consent Decree. CONTRACTOR: By: Contractor Signature Printed Name Title Date SECTION 00500 Page 6 of 6 THE CITY AGREES: 15. Upon the completion of the Contract, and the acceptance of the Project by the City Council, and subject to the requirements of law, the City agrees to pay the Contractor as full compensation for the complete performance of this Contract, the amount determined for the total work completed at the price(s) stated in the Contractor's Bid Proposal and less any Agreed Cost of Delay provided for in the Contract Documents. CONTRACT AMOUNT $ Contract Amount CITY OF DUBUQUE, IOWA: By: Department Signature Printed Name Title Date CONTRACTOR: By: Contractor Signature Printed Name Title Date ___= END OF SECTION 00500 ==== SECTION 00600 Page 1 of 4 PERFORMANCE, PAYMENT AND MAINTENANCE BOND SECTION 00600 KNOW ALL BY THESE PRESENTS: That we, , as Principal (hereinafter the "Contractor" or "Principal") and , as Surety are held and firmly bound unto the City of Dubuque, Iowa, as Obligee (hereinafter referred to as "Owner"), and to all persons who may be injured by any breach of any of the conditions of this Bond in the penal sum of dollars ($ ), lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, legal representatives and assigns, jointly or severally, firmly by these presents. The conditions of the above obligations are such that whereas said Contractor entered into a contract with the Owner, bearing date the day of , 2018, (hereinafter the "Contract") wherein said Contractor undertakes and agrees to construct the following project in accordance with the Contract Documents, and to faithfully perform all the terms and requirements of said Contract within the time therein specified, in a good and workmanlike manner, and in accordance with the Contract Documents. The Contract Documents for Project detail the following described improvements: INSERT PROJECT DESCRIPTION (Use description from Notice to Bidders) It is expressly understood and agreed by the Contractor and Surety in this Bond that the following provisions are a part of this Bond and are binding upon said Contractor and Surety, to -wit: 1. PERFORMANCE: The Contractor shall well and faithfully observe, perform, fulfill, and abide by each and every covenant, condition, and part of said Contract and Contract Documents, by reference made a part hereof, for the project, and shall indemnify and save harmless the Owner from all outlay and expense incurred by the Owner by reason of the Contractor's default of failure to perform as required. The Contractor shall also be responsible for the default or failure to perform as required under the Contract and Contract Documents by all its subcontractors, suppliers, agents, or employees furnishing materials or providing labor in the performance of the Contract. 2. PAYMENT: The Contractor and the Surety on this Bond hereby agreed to pay all just claims submitted by persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the performance of the Contract on account of which this Bond is given, including but not limited to claims for all amounts due for labor, materials, lubricants, oil, gasoline, repairs on machinery, equipment, and tools, consumed or used by the SECTION 00600 Page 2 of 4 Contractor or any subcontractor, wherein the same are not satisfied out of the portion of the contract price the Owner is required to retain until completion of the improvement, but the Contractor and Surety shall not be liable to said persons, firms, or corporations unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. The Contractor and Surety hereby bind themselves to the obligations and conditions set forth in Chapter 573 of the Iowa Code, which by this reference is made a part hereof as though fully set out herein. 3. MAINTENANCE: The Contractor and the Surety on this Bond hereby agree, at their own expense A. To remedy any and all defects that may develop in or result from work to be performed under the Contract Documents within the period of two (2) year(s) from the date of acceptance of the work under the Contract, by reason of defects in workmanship, equipment installed, or materials used in construction of said work; B. To keep all work in continuous good repair; and C. To pay the Owner's reasonable costs of monitoring and inspection to assure that any defects are remedied, and to repay the Owner all outlay and expense incurred as a result of Contractor's and Surety's failure to remedy any defect as required by this section. Contractor's and Surety's Contract herein made extends to defects in workmanship or materials not discovered or known to the Owner at the time such work was accepted. 4. GENERAL: Every Surety on this Bond shall be deemed and held bound, any contract to the contrary notwithstanding, to the following provisions: A. To consent without notice to any extension of time authorized in approved change orders to the Contractor in which to perform the Contract; B. To consent without notice to any change in the Contract or Contract Documents, authorized in approved change orders which thereby increases the total contract price and the penal sum of this Bond, provided that all such changes do not, in the aggregate, involve an increase of more than twenty percent (20%) of the total contract price, and that this Bond shall then be released as to such excess increase; C. To consent without notice that this Bond shall remain in full force and effect until the Contract is completed, whether completed within the specified contract period, within an extension thereof, or within a period of time after the contract period has elapsed and the liquidated damage penalty is being charged against the Contractor. SECTION 00600 Page 3 of 4 The Contractor and every Surety on the Bond shall be deemed and held bound, any contract to the contrary notwithstanding, to the following provisions: D. That no provision of this Bond or of any other contract shall be valid that limits to less than five (5) years after the acceptance of the work under the Contract the right to sue on this Bond. E. That as used herein, the phrase "all outlay and expense" is not to be limited in any way, but shall include the actual and reasonable costs and expenses incurred by the Owner including interest, benefits, and overhead where applicable. Accordingly, "all outlay and expense" would include but not be limited to all contract or employee expense, all equipment usage or rental, materials, testing, outside experts, attorney's fees (including overhead expenses of the Owner's staff attorneys), and all costs and expenses of litigation as they are incurred by the Owner. It is intended the Contractor and Surety will defend and indemnify the Owner on all claims made against the Owner on account of Contractor's failure to perform as required in the Contract and Contract Documents, that all agreements and promises set forth in the Contract and Contract Documents, in approved change orders, and in this Bond will be fulfilled, and that the Owner will be fully indemnified so that it will be put into the position it would have been in had the Contract been performed in the first instance as required. In the event the Owner incurs any "outlay and expense" in defending itself against any claim as to which the Contractor or Surety should have provided the defense, or in the enforcement of the promises given by the Contractor in the Contract, Contract Documents, or approved change orders, or in the enforcement of the promises given by the Contractor and Surety in this Bond, the Contractor and Surety agree that they will make the Owner whole for all such outlay and expense, provided that the Surety's obligation under this Bond shall not exceed one hundred twenty-five percent (125%) of the penal sum of this Bond. In the event that any actions or proceedings are initiated regarding this Bond, the parties agree that the venue thereof shall be Dubuque County, State of Iowa. If legal action is required by the Owner to enforce the provisions of this Bond or to collect the monetary obligation incurring to the benefit of the Owner, the Contractor and the Surety agree, jointly, and severally, to pay the Owner all outlay and expense incurred therefor by the Owner. All rights, powers, and remedies of the Owner hereunder shall be cumulative and not alternative and shall be in addition to all rights, powers, and remedies given to the Owner, by law. The Owner may proceed against surety for any amount guaranteed hereunder whether action is brought against the Contractor or whether Contractor is joined in any such action(s) or not. NOW THEREFORE, the condition of this obligation is such that if said Principal shall faithfully perform all the promises of the Principal, as set forth and provided in the Contract, in the Contract Documents, and in this Bond, then this obligation shall be null and void, otherwise it shall remain in full force and effect. When a work, term, or phrase is used in this Bond, it shall be interpreted or construed first as defined in this Bond, the Contract, or the Contract Documents; second, if not defined in the Bond, Contract, or Contract Documents, it shall be interpreted or construed as defined in applicable SECTION 00600 Page 4of4 provisions of the Iowa Code; third, if not defined in the Iowa Code, it shall be interpreted or construed according to its generally accepted meaning in the construction industry; and fourth, if it has no generally accepted meaning in the construction industry, it shall be interpreted or construed according to its common or customary usage. Failure to specify or particularize shall not exclude terms or provisions not mentioned and shall not limit liability hereunder. The Contract and Contract Documents are hereby made a part of this Bond. Project No. Witness our hands, in triplicate, this day of , 2018. SURETY COUNTERSIGNED BY: FORM APPROVED BY: Signature of Agent Representative for Owner Printed Name of Agent Company Address City, State, Zip Code Company Telephone Number PRINCIPAL: Contractor By: Signature Printed Name Title NOTE: SURETY: Surety Company By: Signature Attorney -in -Fact Officer Printed Name of Attorney -in -Fact Officer Company Name Company Address City, State, Zip Code Company Telephone Number 1. All signatures on this performance, payment, and maintenance Bond must be original signatures in ink; copies, facsimile, or electronic signatures will not be accepted. 2. This Bond must be sealed with the Surety's raised, embossing seal. 3. The name and signature of the Surety's Attorney-in-Fact/Officer entered on this Bond must be exactly as listed on the Certificate or Power of Attorney accompanying this Bond. ___= END OF SECTION 00600 =___ SECTION 00610 Page 1 of 1 OUT-OF-STATE CONTRACTOR BOND SECTION 00610 An out-of-state Contractor must either file a surety Bond, as provided in Iowa Code section 91 C.7, with the Iowa Division of Labor Services in the amount of twenty-five thousand dollars ($25,000) for a one (1) year period or must provide a statement to the Iowa Division of Labor Services that the contractor is prequalified to Bid on projects for the Iowa Department of Transportation pursuant to Iowa Code Section 314.1 An out-of-state Contractor, before commencing a contract in excess of five thousand dollars ($5,000) in value of Iowa, must file a Bond with the Iowa Division of Labor Services of the Iowa Department of Workforce Development. A Surety Bond filed pursuant to Iowa Code section 91 C.2 must be executed by a surety company authorized to do business in this state, and the Bond must be continuous in nature until canceled by the Surety with not less than thirty (30) days; written notice to the contractor and to the Division of Labor Services of the Iowa Department of Workforce Development in dictating the surety's desire to cancel the Bond. The Surety company is liable under the Bond for any contract commenced after the cancellation of the Bond. The Bond must be in the sum of the greater of the following: (1) One thousand dollars ($1,000.00); or (2) Five percent (5%) of the contract price An out-of-state Contractor may file a blanket Bond in an amount at least equal to fifty thousand dollars ($50,000) for a two (2) year period in lieu of filing an individual Bond for each Contract. The Division of Labor Services of the Iowa Department of Workforce Development may increase the Bond amount after a hearing. More information about how to file an out-of-state contractor bond can be found at the Iowa Workforce Development website at https://www.iowacontractor.gov/contractor-registration ___= END OF SECTION 00610 =___ [Page Intentionally Left Blank] SECTION 00700 Page 1 of 6 INSURANCE PROVISIONS SECTION 00700 City of Dubuque Insurance Requirements for General, Artisan or Trade Contractors, Subcontractors or Sub Subcontractors Class A: Class B: Class C: Insurance Schedule F Asbestos Removal Fiber Optics Sanitary Sewers Asphalt Paving Fire Protection Sheet Metal Concrete Fireproofing Site Utilities Construction Managers General Contractors Shoring Cranes HVAC Special Construction Culverts Mechanical Steel Decking Paving & Surfacing Storm Sewers Demolition Piles & Caissons Structural Steel Deconstruction Plumbing Trails Earthwork Retaining Walls Tunneling Electrical Reinforcement Water Main Elevators Roofing Chemical Spraying Landscaping Rough Carpentry Doors, Window & Masonry Stump Grinding Glazing Vehicular Snow Removal Tank Coating Drywall Systems Painting & Wall Covering Tree Removal Fertilizer Application Pest Control Tree Trimming Geotech Boring Scaffolding Tuckpointing Insulation Sidewalks Waterproofing Finish Carpentry Plastering Well Drilling Carpet Cleaning General Cleaning Power Washing Carpet & Resilient Grass Cutting Tile & Terrazzo Flooring Flooring Janitorial Window Washing Caulking & Sealants Non Vehicular Snow & Acoustical Ceiling Ice Removal Filter Cleaning Office Furnishings Schedule F, General, Artisan or Trade Contractors, Subcontractors or Sub Subcontractors November 2017 SECTION 00700 Page2of6 INSTRUCTIONS FOR INSURANCE SUBMITTAL: 1. Contractor shall furnish a signed certificate of insurance to the department responsible for the contract for the coverage required in Exhibit I prior to commencing work and at the end of the project if the term of work is longer than 60 days. Contractors presenting annual certificates shall present a certificate at the end of each project with the final billing. Each certificate shall be prepared on the most current ACORD form approved by the Iowa Department of Insurance or an equivalent approved by the Finance Director. The certificate must clearly indicate the project number, project name, or project description for which it is being provided For Example: Project # or Project name: or Project Location at or construction of 2. All policies of insurance required hereunder shall be with an insurer authorized to do business in Iowa and all insurers shall have a rating of A or better in the current A.M. Best's Rating Guide. 3. Each Certificate required shall be furnished to the Leisure Services Department of the City of Dubuque. 4. Failure to provide the coverage described in this Insurance Schedule shall not be deemed a waiver of these requirements by the City of Dubuque. Failure to obtain or maintain the required insurance shall be considered a material breach of this contract. 5. Contractor shall require all subcontractors and sub -subcontractors to obtain and maintain during the performance of work insurance for the coverages described in this Insurance Schedule and shall obtain certificates of insurances from all such subcontractors and sub -subcontractors. Contractor agrees that it shall be liable for the failure of a subcontractor and sub -subcontractor to obtain and maintain such coverage. The City may request a copy of such certificates from the Contractor. 6. All required endorsements to various policies shall be attached to the certificate of insurance. 7. Whenever an ISO form is referenced the current edition must be provided. 8. Contractor shall be required to carry the minimum coverage/limit, or greater if required by law or other legal agreement, in Exhibit I - Insurance Schedule F. If the contractor's limit of liability are higher than the required minimum limit then the contractor's limit shall be this agreement's required limit. Schedule F, General, Artisan or Trade Contractors, Subcontractors or Sub Subcontractors November 2017 EXHIBIT I SECTION 00700 Page 3 of 6 A) COMMERCIAL GENERAL LIABILITY General Aggregate Limit $2,000,000 Products -Completed Operations Aggregate Limit $2,000,000 Personal and Advertising Injury Limit $1,000,000 Each Occurrence $1,000,000 Fire Damage Limit (any one occurrence) $ 50,000 Medical Payments $ 5,000 1) Coverage shall be written on an occurrence, not claims made, form. The general liability coverage shall be written in accord with ISO form CG0001 or business owners form BP0002. All deviations from the standard ISO commercial general liability form CG 0001, or business owners form BP 0002, shall be clearly identified. 2) Include ISO endorsement form CG 25 04 "Designated Location(s) General Aggregate Limit" or CG 25 03 "Designated Construction Project (s) General Aggregate Limit" as appropriate. 3) Include endorsement indicating that coverage is primary and non- contributory. 4) Include endorsement to preserve Governmental Immunity. (Sample attached). 5) Include additional insured endorsement for: The City of Dubuque, including all its elected and appointed officials, all its employees and volunteers, all its boards, commissions and/or authorities and their board members, employees and volunteers. Use ISO form CG 20 10 (Ongoing operations). 6) The additional insured endorsement shall include completed operations under ISO form CG 2037 during the term and for a period of two years after the completion of the project. 7) Policy shall include Waiver of Right to Recover from Others endorsement. B) WORKERS' COMPENSATION & EMPLOYERS LIABILITY Statutory Benefits covering all employees injured on the job by accident or disease as prescribed by Iowa Code Chapter 85. Coverage A Statutory —State of Iowa Coverage B Employers Liability Each Accident $100,000 Each Employee -Disease $100,000 Policy Limit -Disease $500,000 • Policy shall include Waiver of Right to Recover from Others endorsement. • Coverage B limits shall be greater if required by the umbrella/excess insurer. • Nonelection of Workers' Compensation or Employers' Liability Coverage under Iowa Code sec. 87.22 yes form attached Schedule F, General, Artisan or Trade Contractors, Subcontractors or Sub Subcontractors November 2017 SECTION 00700 Page 4 of 6 C) AUTOMOBILE LIABILITY Combined Single Limit $1,000,000 D) UMBRELLA/EXCESS LIABILITY Umbrella liability coverage must be at least following form with the underlying policies included herein. All Class A contractors with contract values in excess of $10,000,000 must have umbrella/excess liability coverage of $10,000,000. All Class A and Class B contractors with contract values between $500,000 and $10,000,000 must have umbrella/excess liability coverage of $3,000,000. All Class A and B contractors with contract values Tess than $500,000 must have umbrella/excess liability coverage of $1,000,000. All Class C contractors are not required to have umbrella/excess liability coverage. All contractors performing excavation work must have a minimum of $3,000,000 umbrella regardless of the contract value. E) ENVIRONMENTAL IMPAIRMENT LIABILITY OR POLLUTION LIABILITY Coverage required: yes X no Pollution Liability coverage shall be required if project involves any pollution exposures for hazardous or contaminated materials including, but not limited to, the removal of lead, asbestos, or PCB's. Pollution product and complete operations coverage shall also be covered. Each Occurrence $2,000,000 Policy Aggregate $4,000,000 1) Policy to include job site and transportation coverage. 2) Include additional insured for: The City of Dubuque, including all its elected and appointed officials, all its employees and volunteers, all its boards, commissions and/or authorities and their board members, employees and volunteers. Use ISO form CG 2010. (Ongoing operations) as stated in A(6) above or its equivalent. 3) Include Preservation of Governmental Immunity Endorsement 4) Provide evidence of coverage for 5 years after completion of project. Schedule F, General, Artisan or Trade Contractors, Subcontractors or Sub Subcontractors November 2017 SECTION 00700 Page 5 of 6 F) RAILROAD PROTECTIVE LIABILITY Coverage required: yes X no Any contract for construction or demolition work on or within Fifty feet (50') from the edge of the tracks of a railroad or effecting any railroad bridge or trestle, tracks, roadbeds, tunnel, underpass, or crossing for which an easement or license or indemnification of the railroad is required, shall require evidence of the following additional coverages. Railroad Protective Liability: $ each occurrence (per limits required by Railroad) $ policy aggregate (per limits required by Railroad) OR An endorsement to the Commercial General Liability policy equal to ISO CG 2417 (Contractual Liability -Railroads). A copy of this endorsement shall be attached to the Certificate of Insurance. Schedule F, General, Artisan or Trade Contractors, Subcontractors or Sub Subcontractors November 2017 SECTION 00700 Page 6 of 6 Preservation of Governmental Immunities Endorsement 1. Nonwaiver of Governmental Immunity. The insurer expressly agrees and states that the purchase of this policy and the including of the City of Dubuque, Iowa as an Additional Insured does not waive any of the defenses of governmental immunity available to the City of Dubuque, Iowa under Code of Iowa Section 670.4 as it is now exists and as it may be amended from time to time. 2. Claims Coverage. The insurer further agrees that this policy of insurance shall cover only those claims not subject to the defense of governmental immunity under the Code of Iowa Section 670.4 as it now exists and as it may be amended from time to time. Those claims not subject to Code of Iowa Section 670.4 shall be covered by the terms and conditions of this insurance policy. 3. Assertion of Government Immunity. The City of Dubuque, Iowa shall be responsible for asserting any defense of governmental immunity, and may do so at any time and shall do so upon the timely written request of the insurance carrier. 4. Non -Denial of Coverage. The insurer shall not deny coverage under this policy and the insurer shall not deny any of the rights and benefits accruing to the City of Dubuque, Iowa under this policy for reasons of governmental immunity unless and until a court of competent jurisdiction has ruled in favor of the defense(s) of governmental immunity asserted by the City of Dubuque, Iowa. No Other Change in Policy. The above preservation of governmental immunities shall not otherwise change or alter the coverage available under the policy. SPECIMEN ___= END OF SECTION 00700 ==== Schedule F, General, Artisan or Trade Contractors, Subcontractors or Sub Subcontractors November 2017 SECTION 00750 Page 1 of 5 SALES AND USE TAX EXEMPTION CERTIFICATE SECTION 00750 The City of Dubuque, as a designated exempt entity awarding construction contracts, will issue special exemption certificates to contractors and subcontractors, allowing them to purchase, or withdraw from inventory, materials for the Contract free from sales tax pursuant to Iowa Code Sections: 422.42 (15) & (16), and 422.47 (5). The special exemption certificate will also allow a manufacturer of building materials to consume materials in the performance of a construction contract without owing tax on the fabricated cost of those materials. 1. These tax exemption certificates and authorization letters are applicable only for the work under the contract. The Contractor and each subcontractor shall comply with said Iowa Code Sales Tax requirements, shall keep records identifying the materials and supplies purchased and verify that they were used on the contract, and shall pay tax on any materials purchased tax-free and not used on the contract. 2. Upon award of Contract the City will register the Contract, Contractor, and each subcontractor with the Iowa Department of Revenue and Finance; and distribute tax exemption certificates and authorization letters to the Contractor and each subcontractor. SECTION 00750 Page2of5 PROJECT INFORMATION REQUIREMENTS FOR STATE OF IOWA SALES TAX EXEMPTION CERTIFICATES FOR CONTRACTORS & SUBCONTRACTORS Submitting Department: Leisure Services Department Contact: Steve Fehsal Project CIP Number(s):1002643 Please complete this form in its entirety and submit along with the executed Contract, Bonds and Certificate of Insurance. Upon receipt, the City Finance Department will work with the Iowa Department of Revenue to issue Sales Tax Exemption Certificates to the approved contractor(s) to allow for the purchase or inventory withdrawal of materials for the specified Project free from State of Iowa Sales Tax. Sales tax exemption certificates are not provided to material suppliers. The Contractor and subcontractors can provide copies of the sales tax exemption certificates issued by the City to individual material suppliers. Project Name: Project Description: Start Date (Bid Opening Date): Final Completion Date: 1. General Prime Contractor: Contact Name: Complete Address: (Include PO Box and Street Information) City, State, Zip Code Telephone Number: Federal I.D. Number: (or Include Social Security Number) Work Type to be Completed: SECTION 00750 Page3of5 2. Subcontractor: Complete Address: (Include PO Box and Street Information) City, State, Zip Code Telephone Number: Federal I.D. Number: (or Include Social Security Number) Work Type to be Completed: 3. Subcontractor: Complete Address: (Include PO Box and Street Information) City, State, Zip Code Telephone Number: Federal I.D. Number: (or Include Social Security Number) Work Type to be Completed: 4. Subcontractor: Complete Address: (Include PO Box and Street Information) City, State, Zip Code Telephone Number: Federal I.D. Number: (or Include Social Security Number) Work Type to be Completed: 5. Subcontractor: Complete Address: (Include PO Box and Street Information) City, State, Zip Code Telephone Number: Federal I.D. Number: (or Include Social Security Number) Work Type to be Completed: SECTION 00750 Page 4 of 5 6. Subcontractor: Complete Address: (Include PO Box and Street Information) City, State, Zip Code Telephone Number: Federal I.D. Number: (or Include Social Security Number) Work Type to be Completed: 7. Subcontractor: Complete Address: (Include PO Box and Street Information) City, State, Zip Code Telephone Number: Federal I.D. Number: (or Include Social Security Number) Work Type to be Completed: 8. Subcontractor: Complete Address: (Include PO Box and Street Information) City, State, Zip Code Telephone Number: Federal I.D. Number: (or Include Social Security Number) Work Type to be Completed: 9. Subcontractor: Complete Address: (Include PO Box and Street Information) City, State, Zip Code Telephone Number: Federal I.D. Number: (or Include Social Security Number) Work Type to be Completed: SECTION 00750 Page 5 of 5 10. Subcontractor: Complete Address: (Include PO Box and Street Information) City, State, Zip Code Telephone Number: Federal I.D. Number: (or Include Social Security Number) Work Type to be Completed: 11. Subcontractor: Complete Address: (Include PO Box and Street Information) City, State, Zip Code Telephone Number: Federal I.D. Number: (or Include Social Security Number) Work Type to be Completed: 12. Subcontractor: Complete Address: (Include PO Box and Street Information) City, State, Zip Code Telephone Number: Federal I.D. Number: (or Include Social Security Number) Work Type to be Completed: 13. Subcontractor: Complete Address: (Include PO Box and Street Information) City, State, Zip Code Telephone Number: Federal I.D. Number: (or Include Social Security Number) Work Type to be Completed: ___= END OF SECTION 00750 ==== [Page Intentionally Left Blank] SECTION 00775 Page 1 of 2 SITE CONDITION INFORMATION SECTION 00775 250.1 SUBSURFACE CONDITIONS In the preparation of the Contract Documents, the Engineer relied upon the following report(s) and drawing(s) of explorations and tests of subsurface conditions at the Site: 1) Geotechnical Engineering Report prepared by Braun Intertec Title: Geotechnical Data Report Date: January 4, 2019 Pages: 1 - 16 The technical data in the above report(s), upon which the Contractor may rely, consists of boring logs, test results, and boring locations all as of the date made. Engineer accepts no responsibility for accuracy of the soil data or water level information. Soil information, included with these Contract Documents, was not obtained for the purposes of designing excavations and trenches. Soil information was used by Engineer for design purposes only. Contractor shall assure itself by personal examination as to subsurface conditions and shall provide its own investigations and make its own assumptions to comply with OSHA and any other applicable laws and regulations regarding excavation and trenching requirements. 250.2 PHYSICAL CONDITIONS In the preparation of the Contract Documents, the Engineer relied upon the following drawing(s) of physical conditions in or relating to existing surface and subsurface structures (except underground facilities) which are at or contiguous to the Site: 1) Drawings prepared by WHKS Title: Site Survey Date: November 2018 SECTION 00775 Page 2 of 2 250.3 HAZARDOUS ENVIRONMENTAL CONDITIONS In the preparation of the Contract Documents, the Engineer relied upon the following reports(s) known to the owner of hazardous environmental conditions at the Site: 1) Phase I Environmental Site Assessment Study prepared by Title: Date: 2) Phase II Environmental Site Assessment Study prepared by Title: Date: 3) Soil and Groundwater Management Plan prepared by Title: Date: The technical data in the above report(s), upon which the Contractor may rely, consists of test results all as of the date made. Contractor must not remove, disturb or remediate any Hazardous Environmental Conditions encountered, uncovered or revealed at the Project Area, unless such removal or remediation is expressly identified in the Contract Documents to be within the scope of work. ___= END OF SECTION 00775 ==== SECTION 00800 Page 1 of 2 CONSTRUCTION SCHEDULE AND AGREED COSTS OF DELAY SECTION 00800 800.1 SCHEDULE: CALENDAR DAY SCHEDULE: Work required by the Contract Documents shall commence within ten (10) calendar days after Notice to Proceed has been issued and shall be Substantially Complete by and Finally Complete by WORKING DAY SCHEDULE: Work required by the Contract Documents shall commence within ten (10) calendar days after Notice to Proceed has been issued and shall be Substantially Complete within 60 working days and Finally Complete within 90 working days. MILESTONE DATES: In addition to the required Substantial and Final Completion Dates, there are milestones by which certain items of work must be completed. See General Requirements for milestone requirements. Milestone 1 June 01, 2020 Milestone 2 July 01, 2020 In general the following contract completion Milestone shall be followed. a. Milestone 1 Completion: Contractor shall by the date listed have completed the following work: erosion control in place and trees cleared. b. Milestone 2 Completion: Contractor shall by the date listed have completed the following work: basin grading complete. 800.2 AGREED COSTS OF DELAY: Time is of the essence of the Contract. As delay in the diligent prosecution of the work may inconvenience the public, obstruct traffic, interfere with business, and/or increase costs to the City such as engineering, administration, and inspection, it is important that the work be prosecuted vigorously to final completion. An extension of the contract period may be granted by the City for any of the following reasons: 1. Additional work resulting from a modification of the Contract Documents by approved change order. 2. Delays caused by the City. 3. Other reasons beyond the control of the Contractor, which in the City's opinion, SECTION 00800 Page 2 of 2 would justify such. Should the Contractor, or in case of default the Surety, fail to complete the work within the specified Milestone(s), Substantial and Final Completion Dates, a deduction at the daily rate for agreed costs of delay will be made for each and every calendar day or working day, whichever is specified, such that the work remains uncompleted. The Contractor or the Contractor's Surety shall be responsible for all costs incidental to the completion of the work, and shall be required to pay the City the following daily costs: A. For each calendar day that any work remains uncompleted beyond the Substantial Completion date the contractor will be assessed and shall pay, $250.00 per calendar day, not as a penalty but as predetermined and Agreed Cost of Delay until Substantial Completion requirements are met. B. For each calendar day that any work remains uncompleted beyond the Final Completion date the contractor will be assessed and shall pay, $250.00 per calendar, not as a penalty but as predetermined and Agreed Cost of Delay until Final Completion requirements are met. C. For each calendar day that any work remains uncompleted beyond the Milestone date(s) the contractor will be assessed and shall pay, $250.00 per calendar day, not as a penalty but as predetermined and Agreed Cost of Delay until the Milestone requirements are met. Permitting the Contractor to continue and finish the Work, or any part of it, after the expiration of the Substantial and Final Completion dates or Milestone Dates or extension thereof shall in no way operate as a waiver on the part of the City of any of its rights or remedies under the contract, including its right to Agreed Cost of Delay pursuant to this provision. Furthermore, the assessment of Agreed Cost of Delay shall not constitute a waiver of the City's right to collect any additional damages which the City may sustain by failure of the Contractor to carry out the terms of the Contract. The Agreed Cost of Delay rates specified in the Contract Documents is hereby agreed upon as the true and actual damages due the City for loss to the City and to the public due to obstruction of traffic, interference with business, and/or increased costs to the City such as engineering, administration, construction, and inspection after the expiration of the contract times, or extension thereof. Such Agreed Cost of Delay will be separately invoiced to the Contractor, and final payment will be withheld from the Contractor until payment has been made of this invoice for the agreed cost of delay. The Contractor and its surety shall be liable for any agreed cost of delay in excess of the amount due the Contractor. ___= END OF SECTION 00800 ==== Masterpiece on the Mississippi TO: CONTRACTOR NAME ADDRESS CITY, STATE ZIP PROJECT: Dear NOTICE TO PROCEED SECTION 00850 SECTION 00800 Page 1 of 1 City of Dubuque Leisure Services Department 50. W. 13th Street Dubuque, IA 52001 (563) 589-4270 ISSUE DATE: COMMENCEMENT DATE: (INSERT DATE = 10 DAYS FROM ISSUING NOTICE TO PROCEED) You are hereby notified to commence the work on the Project, on or before the commencement date, in accordance with the Contract Documents. The Contract Time shall begin to run on the commencement date -OR- Working days will be charged beginning with the commencement date or on the day work begins, whichever is earlier. You are required to return an acknowledged copy of this Notice to Proceed to the City. CITY OF DUBUQUE, IOWA By: THE CITY HAS RECEIVED A COPY OF THE CONTRACTOR'S WRITTEN SAFETY PROGRAM (Signature) n YES (Name) (Title) ACCEPTANCE OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 2018. PRINCIPAL: By: (Contractor) (Signature) (Name) (Title) [Page Intentionally Left Blank] City: Address: EROSION CONTROL CERTIFICATION SECTION 00900 Dated: SECTION 00900 Page 1 of 1 Project: Contract No. Description: I certify under penalty of law that I understand the terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit that authorizes the storm water discharges associated with industrial activities from the construction site and as detailed in the Contract Documents. Further, by my signature, I understand that I am becoming a co-permittee, along with the owner(s) and other contractors and subcontractors signing such certifications, to the Iowa Department of Natural Resources NPDES General Permit No. 2 for "Storm Water Discharge Associated with Industrial Activity for Construction Activities" at the project site. As a co-permittee, I understand that I, and my company, are legally required under the Clean Water Act and the Code of Iowa, to ensure compliance with the terms and conditions of the storm water pollution prevention plan developed under this NPDES permit and the terms of this NPDES permit. I agree to indemnify and hold the City harmless from any claims, demands, suits, causes of action, settlements, fines, or judgments and costs of litigation, including, but not limited to, reasonable attorney's fees and costs of investigation and arising from a condition, obligation, or requirement assumed or to be performed by the Contractor for storm water pollution and erosion control. Fines and other costs incurred against the City for the Contractor's failure to provide the required erosion control practices will be paid by the Contractor. Contractor: By: (Authorized Signature) (Title) ___= END OF SECTION 00900 =___ [Page Intentionally Left Blank] DIVISION I General Specifications City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SECTION 001100 SUMMARY OF WORK PART 1 GENERAL REQUIREMENTS 1.1 PROJECT DESCRIPTION Perform all work necessary to create three stormwater bioretention basins at Eagle Point Park. Remove existing concrete flume to ravine 2; remove trees as indicated on removal plan. Reconstruct inlet from limestone; excavate stormwater basins above ravine 2, 4, and 5. Install drain tile pipes, cleanouts, and berm overflows. Install retaining limestone retaining wall above basins 2 and 3. Protect all paved surfaces and trees that are not indicated for removal. Perform utility excavation and coordinate with CITY. Perform site restoration with perennial plants, trees, shrubs, and temporary seed. 1.2 CONTRACT DOCUMENTS A. The Contract Documents are as defined in the Instruction to Bidders. 1. The term "SUDAS" in reference to specifications shall mean the latest published edition of the Iowa Statewide Urban Design Standards, published prior to the date of the Advertisement for Bid. 2. The terms "ASTM or ASTM Specification" shall mean the latest published edition of the American Standards for Testing and Materials Specifications available on the date of the Advertisement for Bid. B. The outline of these General Technical Specifications is similar to the CSI MASTERFORMAT, however differences in format and subject matter location do exist. It is the CONTRACTOR's sole responsibility to thoroughly read and understand these Technical Specifications and request written clarification of those portions which are unclear. C. Division of the Work as made in these Contract Documents is for the purpose of specifying and describing work which is to be completed. There has been no attempt to make a classification according to trade or agreements which may exist between CONTRACTOR, Subcontractors, or trade unions or other organizations. Such division and classification of the Work shall be the CONTRACTOR's sole responsibility. 1.3 EXISTING SITE CONDITIONS AND USES City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 001100-1 Summary of Work A. The project is located within Eagle Point Park at 2601 Shiras Avenue, Dubuque, Iowa. B. The land use parkland. The project is located on City owned land and drains to the Mississippi River. C. Mature trees and utilities exist within the work limits and are expected to require some minor disruption except as otherwise agreed by Owner or Engineer. D. The existing vegetation in the area consists of mature "grassy" vegetation. 1.4 WORK COVERED BY CONTRACT DOCUMENTS A. The overall scope of the Work which is more fully described in these Contract Documents includes, but is not necessarily limited to, furnishing all labor, tools, equipment, and materials, and performing all operations necessary to complete the Grading, Drainage Pipes and Structures, Erosion and Sediment Control, Landscaping, Vegetation Establishment and Maintenance B. It is the intent of the Contract Documents to cover all aspects of the Project. Should there be some item or items not shown on the Contract Drawings or not described in these Specifications that required for the Work, those items and the furnishing of all labor, materials, and equipment shall be considered incidental to the Work and no additional compensation will be provided. C. The Work includes the furnishing of all labor, equipment, tools, machinery, materials, and other items required for the construction of a complete project as specified. Equipment furnished shall be in safe operating condition and of adequate size, capacity, and condition for the performance of the Work. D. CONTRACTOR shall be solely responsible for the coordination of its activities with regard to the Project and the activities of Subcontractors. E. In its performance of the Work, CONTRACTOR shall ensure that no person shall be excluded from full employment rights or participation in or the benefits of any program, service, or activity on the ground of race, color, creed, religion, age, sex, disability, marital status, sexual orientation, public assistance status or national origin; and no person who is protected by applicable federal or state laws, rules or regulations against discrimination otherwise shall be subjected to discrimination. 1.5 WORK BY OWNER OWNER will provide line and grade staking for the Work as indicated in the Contract Drawings for two (2) visits only, a minimum 72 hour notice must be provided for staking to be scheduled. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 001100-2 Summary of Work 1.6 CONTRACTOR USE OF PREMISES A. Definition of Site: The Site is defined as the area within the construction limits shown on the Drawings. CONTRACTOR shall limit operations, including material and equipment storage, to within those construction limits defined by the easement boundaries shown on the Drawings. B. Hours of Operation: CONTRACTOR'S operations shall be limited to the hours allowed by the City. C. Protection and Repair of Existing Facilities and Utilities: CONTRACTOR shall perform operations carefully and in such a manner as to protect existing structures, Trees, Underground Facilities, and Utilities. Obstructions not shown on the Drawings may exist and shall be exposed by CONTRACTOR without damage. CONTRACTOR shall be solely responsible for damage to existing structures, Underground Facilities, and Utilities resulting from CONTRACTOR'S operations, and shall repair or replace damaged items to OWNER'S satisfaction. Special care should be taken to protect existing bituminous driveways and roadways. The CONTRACTOR is also responsible for calling Iowa One Call (811) for project utility locations and for arrangement of private utility locations before starting construction. D. Unfavorable Construction Conditions: When unfavorable weather, soil, drainage, or other unsuitable construction conditions exist, CONTRACTOR shall immediately notify ENGINEER and confine operations to work which will not be adversely affected by such conditions. No portion of the Work shall be constructed under conditions that would adversely affect the quality of the Work, unless special means or precautions are taken to perform the Work in a proper and satisfactory manner All CONTRACTOR vehicles leaving and entering the site will comply with all local regulation concerning tracking mud and other construction debris onto public or private properties. Nothing in this paragraph alters CONTRACTOR's responsibility to timely and properly complete the work as provided for by the Contract Documents. E. Survey Markers: CONTRACTOR shall conduct operations so as to preserve benchmarks, survey reference points, and stakes existing or established by ENGINEER for the construction. CONTRACTOR will be charged the expense of repairing or replacing survey markers and shall be responsible for mistakes or lost time that result due to damage or destruction of survey markers due to CONTRACTOR'S operations. F. The CONTRACTOR is fully responsible for control and protection of the site until Final Completion of the Work. 1.7 SEQUENCE OF WORK City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 001100-3 Summary of Work Work shall commence per the Notice to Proceed and all work shall be completed according to the schedule prescribed in the Contract Documents. All temporary erosion control work shall be completed as shown on the plans prior to any clearing, grubbing or other work that involves disturbance of vegetative or soil surface. 1.8 EXAMINATION OF THE SITE WORK A. It will be required and expected that each Contractor, before submitting a proposal for Work required under this specification, will review the site, make a thorough examination of conditions, familiarize themselves with all existing conditions and all limitations pertaining to work herein contemplated. B. No extras will be allowed because of the Contractor's misunderstanding as to the amount of Work involved or lack of knowledge of any of the conditions pertaining to the Work based on neglect or failure to conduct an examination of the site. 1.9 CONTRACTOR USE OF PREMISES A. Contractor shall limit use of site for Work, for storage, and for access, and as coordinated with the Owner. B. Confine operations to areas within Construction Limits indicated. Portions of the site beyond areas in which construction operations are indicated are not to be disturbed unless prior approval is obtained from the Engineer. Any damage to drives, parking lots or areas beyond the Construction Limits caused by the Contractor shall be restored to pre -contract conditions as soon as possible and prior to project close-out. C. Assume full responsibility for protection and safekeeping of products under this Contract. D. Keep adjacent roadways clear and available at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements, coordinate with the Owner for locations for storage of materials and equipment as indicated on site. 1.10 MEASUREMENTS A. The Contractor shall be responsible for all measurements, layout work, and quantity and quality of materials. He or she shall also be required to employ craftspersons skilled in their trade. All work shall be completed in conformance with prevailing codes and standard construction practice. 1.11 CLEANING UP AND FINAL CLEANING City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 001100-4 Summary of Work A. The Contractor at all times shall keep the premises free from accumulation of waste materials or rubbish caused by operations, and keep areas clean and free from fire hazards. The Contractor shall be responsible for removal (including hauling) of all of debris, cartons, crates and surplus materials, maintaining work neat and orderly throughout construction period, as well as cleaning of all work and equipment. 1.12 PERMITS A. The CONTRACTOR shall utilize the "Iowa One Call" excavation notice system, 48 hours prior to performing any excavation (Phone 811). B. All permits as required by City, County and State are to be paid for and obtained by the CONTRACTOR. **END OF SECTION** City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 001100-5 Summary of Work SECTION 001150 MEASUREMENT AND PAYMENT PART 1 GENERAL REQUIREMENTS 1.1 GENERAL A. This Section of the Specifications describes the measurement and payment for the Work to be done under the items listed on the Bid Form. B. Each unit or lump sum price stated on the Bid Form shall constitute full compensation as herein specified for each item of work completed in accordance with the requirements of the Contract Documents including Drawings and Specifications, including all clean up and restoration. C. All costs in connection with the Work, including furnishing all materials, machinery, supplies and appurtenances; providing all construction equipment and tools; and performing all necessary labor, coordination, supervision, and management to fully complete the Work shall be included in the unit prices quoted on the Bid Form. All Work not specifically set forth as a separate bid item herein shall be considered a subsidiary obligation of the CONTRACTOR and all costs in connection therewith shall be included in the amounts and prices submitted on the Bid Form. The price on the Bid Form shall include all Work necessary to complete the Work. 1.1 ESTIMATED QUANTITIES A. All estimated quantities for Unit Price items in the Bid Form are approximate and are to be used only as a basis for determining the Estimated Contract Price. The actual amount of Work completed or materials to be furnished under the Unit Price items may differ from the estimated quantities. The basis of payment for work or materials furnished or placed will be the actual amount of Work completed. B. CONTRACTOR's sole remedy for variation between Bid Form and actual quantities is a request for a contract price adjustment as provided for by the General Conditions. If quantities vary by no more than plus/minus 25%, there shall be no adjustment in unit price, but outside of this range an adjustment may be considered in accordance with the procedures and criteria of the General Conditions. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 001150-1 Measurement and Payment 1.2 INTENT OF BID FORM ORGANIZATION A. Payment for all Work shall be in accordance with the terms and conditions set forth elsewhere in the Contract Documents and the CONTRACTOR's Bid prices set forth in CONTRACTOR's conformed Bid Form. The Bid items set forth in the Bid Form subdivide the Project for purposes of measurement and payment only, and are intended to represent the entire and complete Project as set forth in the Contract Documents. The Bid prices set forth in the Bid Form shall constitute full compensation to CONTRACTOR for providing all material, equipment, labor, and supplies to complete the Work in complete accordance with the Contract Documents. B. Some of the Bid items are based on lump sum unit prices. Partial progress payment for those items may be made in accordance with monthly estimates of percent completed for each item included in the breakdown in CONTRACTOR's approved Schedule of Values as stated in Subpart 1.3 of Section 001300 — Submittals, of these Specifications. For all other Bid items progress payments shall be based on the actual quantities of each item of Work completed in accordance with the Contract Documents. The procedures for submitting and processing progress payments are set forth elsewhere in the Contract Documents. C. All items submitted for payment shall be quantified according to Subpart 1.4, Bid Items. **END OF SECTION** City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 001150-2 Measurement and Payment SECTION 001300 SUBMITTALS PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section. 1.02 SUMMARY: A. This Section specifies administrative and procedural requirements for submittals required for performance of the Work, including; 1. Contractor's construction schedule. 2. List of Subcontractors. 3. List of Materials. 4. Shop Drawings and product data. 5. Samples. 6. Test Results and/or Certificates. 7. Warranty and/or Guarantee Certificates. 8. Inspection Reports. 9. Approved Equal. 1.03 SUBMITTAL PROCEDURES: A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination. a. The Engineer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 001300-1 Submittals B. Processing: Allow sufficient review time so that installation will not be delayed as a result of the time required to process submittals, including time for resubmittals. 1. Allow ten (days) for initial review. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. The Engineer will promptly advise the Contractor when a submittal being processed must be delayed for coordination. 2. If an intermediate submittal is necessary, process the same as the initial submittal. 3. Allow one (1) week for reprocessing each submittal. 4. No extension of Contract Time will be authorized because of failure to transmit submittals to the Engineer sufficiently in advance of the Work to permit processing. C. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block. 1. Provide a space approximately 4" x 5" on the label or beside the title block on Shop Drawings to record the Contractor's review and approval markings and the action taken. 2. Include the following information on the label for processing and recording action taken. a. Project name. b. Date. c. Name and address of Engineer. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer. h. Number and title of appropriate Specification Section. i. Drawing number and detail references, as appropriate. D. Submittal Transmittal: Package each submittal appropriately for transmittal and handling. Transmit each submittal from Contractor to Engineer using a transmittal form. Submittals received from sources other than the Contractor will be returned without action. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 001300-2 Submittals 1. On the transmittal record relevant information and requests for data. On the form, or separate sheet, record deviations from Contract Document requirements, including minor variations and limitations. Include Contractor's certification that information complies with Contract Document requirements. 2. Transmittals shall be in a paper format or in an electronic or digital format (i.e. pdf) and submitted via email. 1.04 CONTRACTOR'S CONSTRUCTION SCHEDULE: A. Submit initial progress schedule in duplicate at the Preconstruction Meeting for review by Owner and Engineer. Revise and resubmit as required. B. Bar -Chart Schedule: Prepare a fully developed, horizontal bar -chart type Contractor's construction schedule. Submit within five (5) days after "Notice to Proceed". Schedule to relate to the entire Project. (Recommended forms are included in Division 0.) C. Schedule Updating: Revise the schedule after each meeting or activity, where revisions have been recognized or made. Issue the updated schedule concurrently with report of each meeting. 1.05 LIST OF SUBCONTRACTORS: A. Submit three (3) copies of complete list of Subcontractors, including equipment and material supplies, proposed to be engaged in performance of Contract to Engineer and Owner for approval. B. Include Specification Division or Section, full legal name, address, telephone number and name of contact for this Project. C. Include evidence of Subcontractor's qualifications to perform Work as required in various Sections of the Specifications. 1.06 LIST OF MATERIALS: A. Within five (5) days after Notice to Proceed, submit three copies of complete list of materials, products and equipment proposed to be used in construction to Engineer for review and approval. B. Arrange list in order of Specification Sections. C. List only items conforming to project requirements and brand names and model City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 001300-3 Submittals numbers of products, materials and equipment specified or approved by Addendum. D. List manufacturer of each product and name, address and telephone number of local supplier. 1.07 SHOP DRAWING AND PRODUCT DATA: A. Shop drawings and product data shall be clearly identified as to project, contract, contractor, manufacturer, specification section and item submitted. Substitutions and deviations from the requirements of the Contract Documents shall be noted in writing. B. Submit shop drawings in the form of one reproducible transparency with one print of submitter's original drawing, not copied or adapted from Contract Drawings. Transmit transparencies in mailing tubes without folding. C. The Engineer will review shop drawings, product data and samples with reasonable promptness in accordance with the schedule for submission of shop drawings and samples as agreed upon, and will return them to the Contractor with the Action of the Engineer's review noted thereon. Contractor to distribute approved shop drawings for record, fabrication, and field distribution. Where major corrections are required, the transparency will be returned to the Contractor who shall make a new drawing incorporating the required corrections and submit a transparency of the revised drawings for approval. Use only shop drawings bearing Engineer's approval stamp for construction. D. Submit product data in five (5) copies, unless otherwise specified or otherwise requested by the Engineer. The Engineer will retain one (1) copy, send two (2) copies to the Owner, and two (2) copies will be returned to the Contractor. E. Clearly mark each copy of product data to identify information being submitted, and delete information which does not apply to the Project. Supplement standard information as necessary. Show dimensions and other selected characteristics. 1.08 SAMPLES: A. When required in individual sections of these Specifications or requested, the Contractor shall submit the number of samples of materials, finishes, colors, etc. as required but not less than two (2). B. The Contractor shall, when required by the Owner, submit samples to illustrate functional and aesthetic characteristics of product, with integral parts and attachment devices. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 001300-4 Submittals C. When required by the Owner, the Contractor shall submit samples of finishes from the full range of manufacturer's standard colors (or in custom colors), textures, and patterns for Engineer or Owner selection. D. Engineer will return one (1) sample of selected material or finish or will provide written comment on submitted material. 1.09 TEST RESULTS AND/OR CERTIFICATES: A. When required in individual sections of these Specifications or requested, the Contractor shall submit three (3) copies of manufacturer's test results and/or certificates unless specified otherwise. B. The Contractor shall submit at least five (5) days prior to incorporation into the Work the results of mill tests, laboratory tests, and factory tests, unless specified otherwise. C. The Contractor shall indicate that material or product conforms to or exceeds the specified requirements and submit supporting data and affidavits. D. When material or product meets specifications, no action by Engineer is necessary. E. Submit test results or reports within three (3) days after completing test. F. Use Industry Standard Form, or exact copy on letterhead stationary. 1.10 WARRANTY AND/OR GUARANTEE CERTIFICATES: A. The Contractor shall submit three (3) executed copies of all warranty or guarantee certificates prior to Substantial Completion. B. All warranty and guarantee certificates shall be signed by Contractor all other parties as requested in specifications. C. Use Industry Standard Form, or exact copy on letterhead stationary. 1.11 INSPECTION REPORTS: A. When required in individual sections of these Specifications or requested, the Contractor shall submit three (3) copies of inspection reports. B. Submit inspection reports within two (2) days after completing inspection. Issues requiring attention of Owner or Engineer, shall be brought to Engineer's attention within 24 hours. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 001300-5 Submittals C. Use Industry Standard Form, or exact copy on letterhead stationary. 1.12 APPROVED EQUAL: A. If after the award of contract Contractor proposes to use alternate or substitute product(s) as described in the Contract Documents, then Contractor shall submit written application as required by the Contact Documents and by this section of the Specifications. B. Contractor shall submit three (3) copies of literature, drawings, and any other data necessary to substantiate that the Contractor proposed substitute is equivalent or equal to the item or work named, and otherwise meets the conditions in the Contract Documents and the relevant section of the Specifications. C. The Contractor shall not proceed with an alternative product installation or use until written approval by Engineer is received in accordance with the Contract Documents. D. Use Industry Standard Form, or exact copy on letterhead stationary. 1.13 SUBMITTAL FORMAT A. Items not requiring physical samples may be submitted electronically, unless Engineer specifically requests physical copies. Contractor shall submit in accordance with this section of the Specifications. 1.14 ENGINEER'S ACTION: A. Except for submittals for record, information or similar purposes, where action and return is required or requested, the Engineer will review each submittal, mark to indicate action taken, and return promptly. 1. Compliance with specified characteristics is the Contractor's responsibility B. The Engineer will review shop drawings and samples with reasonable promptness in accordance with the schedule for submission of shop drawings and samples as agreed upon, and will return them to the Contractor with the Action of the Engineer's review noted thereon. C. The Engineer's review shall not relieve CONTRACTOR of the responsibility to ensure that submittal is correct and suitable nor that Work represented by submittal complies with the Contract Documents, except as to matters of finish, color and other aesthetic matters left to the Engineer's decision by the Contract Documents. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 001300-6 Submittals 1.15 BASIS FOR COMPENSATION A. All costs to comply with the requirements of this Section of the Specifications will be considered to be included in the Contract Price and no additional compensation will be provided. PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION (Not Applicable). **END OF SECTION** City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 001300-7 Submittals SECTION 001700 PROJECT CLOSEOUT PART 1 GENERAL REQUIREMENTS 1.1 GENERAL CLEAN-UP A. CONTRACTOR shall promptly remove from the vicinity of the completed work, all rubbish, unused materials, concrete forms, construction equipment, and temporary structures and facilities used during construction. Final acceptance of the work by the OWNER will be withheld until the CONTRACTOR has satisfactorily performed the final cleanup of the project site. 1.2 FINAL SUBMITTALS A. The CONTRACTOR, prior to requesting final payment, shall obtain and submit the following items to the ENGINEER For transmittal to the OWNER: 1. Completed as -built survey and record drawings. 2. Releases from all parties who are entitled to claims against the subject project, property, or improvement pursuant to the provision of law. 3. Manufacturer/supplier warranties and instructions. 4. All other documentation required under these Contract Documents. 1.3 MAINTENANCE AND GUARANTEE A. The CONTRACTOR shall comply with the maintenance and guarantee requirements contained in the General Conditions. B. Replacement of earth fill or backfill, where it has settled below the required finish elevations, shall be considered as a part of such required repair work, and any repair of resurfacing constructed by the CONTRACTOR which becomes necessary by reason of such settlement shall likewise be considered as a part of such required repair work. C. The CONTRACTOR shall make all repairs and replacements promptly upon receipt of written order from the OWNER. If the CONTRACTOR fails to make such repairs or replacements promptly, the OWNER reserves the right to do the work and the CONTRACTOR and its surety shall be liable to the OWNER for the cost thereof. D. The CONTRACTOR shall provide a bond(s) to guarantee performance of the City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 001700-1 Project Closeout provisions contained in Paragraph "Maintenance and Guarantee" above, and in the General Conditions. E. The CONTRACTOR shall warranty the full project for one (1) year as provided for in the bond(s) to guarantee performance. **END OF SECTION** City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 001700-2 Project Closeout EJCDC ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE Contractor's Application for Payment No. Application Period: Application Date: To (Owner): From (Contractor): Via (Engineer): Project: Contract: Owner's Contract No.: Contractor's Project No.: Engineer's Project No.: Application For Payment Change Order Summary Approved Change Orders Number Additions Deductions TOTALS NET CHANGE BY CHANGE ORDERS Contractor's Certification The undersigned Contractor certifies, to the best of its knowledge, the following: (1) All previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for Payment; (2) Title to all Work, materials and equipment incorporated in said Work, or otherwise listed in or covered by this Application for Payment, will pass to Owner at time of payment free and clear of all Liens, security interests, and encumbrances (except such as are covered by a bond acceptable to Owner indemnifying Owner against any such Liens, security interest, or encumbrances); and (3) All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. Contractor Signature By: Date: 1. ORIGINAL CONTRACT PRICE $ 2. Net change by Change Orders $ 3. Current Contract Price (Line 1 ± 2) $ 4. TOTAL COMPLETED AND STORED TO DATE (Column F total on Progress Estimates) $ 5. RETAINAGE: a. X Work Completed $ b. X Stored Material $ c. Total Retainage (Line 5.a + Line 5.b) $ 6. AMOUNT ELIGIBLE TO DATE (Line 4 - Line 5.c) $ 7. LESS PREVIOUS PAYMENTS (Line 6 from prior Application) $ 8. AMOUNT DUE THIS APPLICATION $ 9. BALANCE TO FINISH, PLUS RETAINAGE (Column G total on Progress Estimates + Line 5.c above) $ Payment of: is recommended by: Payment of: is approved by: Approved by: (Line 8 or other - attach explanation of the other amount) (Engineer) (Date) (Line 8 or other - attach explanation of the other amount) (Owner) (Date) Funding or Financing Entity (if applicable) (Date) EJCDC® C-620 Contractor's Application for Payment © 2013 National Society of Professional Engineers for EJCDC. All rights reserved. Page 1 of 1 Special Provisions City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 Contents S1. S2. S3. S4. S5. S6. S7. S8. S9. S10 S11. S12. S13. S14. S15. S16. S17. SPECIAL PROVISIONS SUDAS 1020 PROPOSAL REQUIREMENTS AND CONDITIONS 2 SUDAS 1030 SUDAS 1050 SUDAS 1060 SUDAS 1070 APPROVAL FOR AWARD AND AWARD OF CONTRACT 2 CONTROL OF WORK 2 CONTROL OF MATERIALS 4 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 4 SUDAS 1080 PROSECUTION AND PROGRESS ....ERROR! BOOKMARK NOT DEFINED. SUDAS 1090 MEASUREMENT AND PAYMENT 5 SUDAS 2010 EARTHWORK, SUBGRADE, AND SUBBASE 7 SUDAS 3010 TRENCH EXCAVATION AND BACKFILL 9 SUDAS 4020 STORM SEWERS 10 SUDAS 6010 STRUCTURES FOR SANITARY AND STORM SEWERS 10 SUDAS 8030 TEMPORARY TRAFFIC CONTROL 10 SUDAS 9010 SEEDING 11 SUDAS 9030 PLANT MATERIAL AND PLANTING 12 SUDAS 9040 EROSION AND SEDIMENT CONTROL 13 SUDAS 9070 LANDSCAPE RETAINING WALLS 18 SUDAS 11,00 MISCELLANEOUS 20 City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-1 Special Provisions Si. SUDAS 1020 PROPOSAL REQUIREMENTS AND CONDITIONS For the purposes of these specifications SUDAS Division 1 — General Provisions and Covenants shall govern, except with the following modifications and amendment(s): 1.1 Unit Price Attachment A. A computer -generated Unit Price Attachment, in lieu of completing the attached Bid Tab made part of these contract documents shall be allowed. S2. SUDAS 1030 APPROVAL FOR AWARD AND AWARD OF CONTRACT For the purposes of these specifications SUDAS Division 1 — General Provisions and Covenants shall govern, except with the following modifications and amendment(s): 2.1 Release of Bid Security A. After the proposals are opened, verified, and duly considered, the CITY will promptly release the bid security of all except the lowest three BIDDERS after the CITY'S designation of the lowest responsive, responsible BIDDER. S3. SUDAS 1050 CONTROL OF WORK For the purposes of these specifications SUDAS Division 1 — General Provisions and Covenants shall govern, except with the following modifications and amendment(s): 3.1 Shop Drawings, Certificates, and Equipment Lists A. The CONTRACTOR shall supply shop drawings for review to Aaron L. Gwinnup, PE, Emmons & Olivier Resources, Inc., 2201 E. Grantview Drive, Suite 200, Coralville, IA 52241, agwinnup@eorinc.com. B. Each submittal page provided by the CONTRACTOR shall be referenced in a Letter of Transmittal from the CONTRACTOR, noting the bid line item for quick reference by the ENGINEER. Copies of the final, as -reviewed shop drawings shall be kept on site, and become part of the plans and specifications for construction. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-2 Special Provisions 3.2 Line and Grade Stakes A. The CITY will provide the initial benchmarks and control points in multiple locations for the project. Requests beyond the initial benchmarks will be at the CONTRACTOR'S expense. B. The ENGINEER will walk the site with the CONTRACTOR and assist with marking of the initial limits for construction. Additional requests will be at the CONTRACTOR'S expense. C. The CONTRACTOR has the option of using grading equipment controlled by GPS machine control system in the construction of the excavation, and other pertinent areas of the work. The CONTRACTOR may use any type of GPS machine control equipment and systems that results in achieving the proposed grading requirements. Conversion of the electronic data provided by the ENGINEER is the responsibility of the CONTRACTOR. D. The ENGINEER will provide electronic files sufficient for the CONTRACTOR'S use in on -going construction staking, GPS machine control excavation and other staking needs. Electronic files shall be in AutoCAD Civil 3D format and consist of the proposed grading plan, storm sewer piping and structure locations, and seeding limits. E. The CONTRACTOR, at no additional expense to the CITY, shall build the required surface models to facilitate GPS machine control grading. The CONTRACTOR shall also create the appropriate staking files for storm sewer piping & structures, grade stakes for earthworks, stakes for erosion & sediment measures, and landscaping features, etc. F. The CONTRACTOR shall be responsible for transferring benchmarks, construction stakes, lines and grades as necessary to complete its work, at its expense. 3.3 Providing Job Site Utilities A. Fire hydrants shall only be used by the CONTRACTOR or its subcontractors after written approval by the CITY. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-3 Special Provisions S4. SUDAS 1060 CONTROL OF MATERIALS For the purposes of these specifications SUDAS Division 1 — General Provisions and Covenants shall govern, except with the following modifications and amendment(s): 4.1 Alternate Processes, Equipment, or Materials A. In order to ensure fair competitive bidding, it is critical that all BIDDERS base their bids on providing the material, equipment or process (including those trade named) fully complying with the contract documents. S5. SUDAS 1070 Legal Relations and Responsibilities to the Public For the purposes of these specifications SUDAS Division 1 — General Provisions and Covenants shall govern, except with the following modifications and amendment(s): 5.1 Work Area A. The CONTRACTOR shall confine their operations to the limits of the construction area. Any work completed outside of the construction limits shown on the plan and marked in the field shall be approved by the ENGINEER. The CONTRACTOR shall contact the ENGINEER and obtain the ENGINEER'S permission before storing, stockpiling, building haul roads, excavation, etc., outside of the limits of the construction area. 5.2 Environmental and Historic Items A. All work will take place within Eagle Point Park Historic District, which has been listed on the National Register of Historic Places. The park contains many items of historic significance including roads, buildings, monuments, and infrastructure. The site is also host to potential pre -historic artifacts and burial sites. The plans for this project have been prepared in accordance with NPS and SHPO requirements and under their review and jurisdiction. No work will be performed in areas that are likely to contain items of significance, human remains, or artifacts. However, if any human remains or artifacts are inadvertently discovered during excavation, work shall halt immediately and the engineer shall be notified. B. Should any cultural, historical, or paleontological resources be exposed as part of project activities, the National Park Service must be notified immediately in accordance with the Protection of Historic Properties regulations of the Advisory Council on Historic Preservation [336 CFR Part 800.13(b)]. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-4 Special Provisions C. If human remains are accidentally discovered, Iowa burial law [Code of Iowa, Sections 263B, 5231.316, and 716.5; IAC 685 Ch. 11.1] requires that all work in the vicinity of the finding be halted, the remains protected, local law enforcement officials notified, and the Burial Program Director at OSA contacted immediately (319-384-0740). D. Unless specifically stated in the plan documents any tree removal requires a flush cut, and the root balls shall remain in the ground and intact. E. An archaeological monitor may be required to be on site during some ground disturbing activities. Engineer shall notify the contractor prior to the start of work when and where this will be required, and the contractor shall schedule work in that area so that the monitor can be present. 5.3 Borrow and Waste Sites A. In the event offsite disposal is necessary, and/or required, the ENGINEER shall be made aware of the offsite disposal location, and must approve location of offsite disposal. Offsite disposal is incidental to the relevant bid item. S6. SUDAS 1090 MEASUREMENT AND PAYMENT For the purposes of these specifications SUDAS Division 1 — General Provisions and Covenants shall govern, except with the following modifications and amendment(s): 6.1 Progress Payments A. CONTRACTOR shall submit Applications for Payment on forms included in Contract Documents Section 000620 Contractor's Application for Payment. The ENGINEER shall provide the CONTRACTOR the original electronic spreadsheet for entering work items, costs, quantities, etc. The completed spreadsheet form shall be provided to the ENGINEER for ease of review. B. CONTRACTOR shall submit the Contractor's Application for Payment to the ENGINEER for review no later than 14 calendar days prior to the regularly scheduled bi-monthly City Council meetings. Council meetings are held on the first and third Monday of each month. C. CONTRACTOR shall submit applications for payment once per month 6.2 Final Inspection and Acceptance City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-5 Special Provisions A. Prior to final inspection, the CONTRACTOR shall submit the following items, at a minimum: 1. Completed as -built survey and record drawings to contain at a minimum the following where as -built conditions deviate from the designs for any reason: a. Survey point database, including point description, elevation, and location (northing & easting) on the project datum IA83-NF. b. Grading plan to include as -built locations and elevations of all basins and along all swales, berms, slopes, ditches, low & high points, etc. c. Grading plan to include as -built locations and elevations at all emergency overflow (EOF) points. d. Grading plan to include sufficient survey point data to ensure correct elevations & dimensions of subgrades, basin bottoms, finish grades, and side slopes are in accordance with the Contract Documents. e. Storm sewer plan to include as -built location and elevations for all drainage structure rims / grates, pipe inverts, etc. f. Landscape plan to include as -built location and elevations at all retaining walls. In addition, landscape plan shall include general locations of all new trees. 2. Certificates of inspection and acceptance by local governing agencies having jurisdiction. 3. Releases from all parties who are entitled to claims against the subject project, property, or improvement pursuant to the provision of the law. 4. Consent of Surety. 5. Manufacturer / supplier warranties and instructions. 6. Current Certificate of Insurance. 7. Current Performance and Maintenance Bonds. 8. All other documentation required under these Contract Documents. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-6 Special Provisions S7. SUDAS 2010 EARTHWORK, SUBGRADE, AND SUBBASE For the purposes of these specifications SUDAS Division 2 — Earthwork shall govern, except with the following modifications and amendment(s): 7.1 Clearing and Grubbing A. Clearing and Grubbing of existing trees will be paid for each individual tree, based on surveyed DBH (diameter at breast height). And shrubs are saplings less than 6" DBH shall be incidental to excavation. B. Landscape architect will mark all trees for removal prior to excavation. Do not remove any additional trees greater in size than 4" DBH without express written approval from the landscape architect. 7.2 Excavation, Class 10 A. CONTRACTOR shall prepare a Construction Phasing Plan. B. Construction Phasing Plan shall be incidental to Excavation, Class 10. C. The plan should include temporary drainage that keeps constructed storm water management features offline, to the maximum extent possible, while vegetation establishes. CONTRACTOR shall submit plan to ENGINEER for review, and amend plan as necessary with input from ENGINEER on modifications. Approval must be received from ENGINEER at all stages of plan development, including modifications. D. Exploratory excavation shall be incidental to Excavation, Class 10 unless noted otherwise. E. Excavation will be paid for at the contract unit price per cubic yard per plan quantity, and shall include all excavation for all work as shown on the Plans and as marked by the ENGINEER in the field. The plan quantity paid shall not be changed as a result of increasing disturbance limits beyond those specified on the plan and marked in the field. F. Working around underground utilities and services, re -grading and compaction to maintain vehicle access or positive drainage, and maintenance work is considered incidental to Excavation, Class 10. G. All materials rejected by the ENGINEER on the project shall, at the expense of the CONTRACTOR, be transported off site. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-7 Special Provisions 7.3 Topsoil A. Off -site Topsoil 1. Off -site Topsoil shall be in accordance with SUDAS Spec. Division 2, Section 2.01 C, Off -site Topsoil, or as specified in the Contract Documents. The ENGINEER will approve the source of off -site topsoil, and determine if testing is necessary, to be at the expense of the CONTRACTOR. 2. Bioretention Medium shall consist of a well -blended mixture of 80% Washed Concrete Sand, 10% Compost, and 10% Topsoil (all by volume). The sand shall conform to Iowa DOT 4125, Gradation No. 1 "Washed Natural Sand". The topsoil shall conform to SUDAS Spec. Division 2, Section 2010-2.01 C, "Off -site Topsoil". The Compost shall conform to SUDAS Spec. Division 9, Section 9010-2.07 C "Mulch For Pneumatic Seeding" In addition, the topsoil shall be taken from the top 6" (maximum) of the soil horizon, be black or dark brown in color, have granular structure, and shall not ribbon out more than one inch when pinched between fingers. A sample of the soil must be submitted to and approved by the ENGINEER prior to mixing. CONTRACTOR shall submit, prior to delivery of Compost, a Compost analytical report matching the source material, and from within the previous one year, produced and signed by a laboratory certified by the US Composting Council. ENGINEER will review the report to determine if the material is suitable for the project and may reject all material from the same source if non-compliance is determined The ENGINEER will approve the source of bioretention material, and determine if further material testing is necessary, to be at the expense of the CONTRACTOR, and at no additional cost to the CITY. 3. At the request of the ENGINEER, the CONTRACTOR shall submit a one (1) gallon sample of each the sand, compost, topsoil, and the combined bioretention medium. 4. The ENGINEER may reject any and all material at any time, to be replaced by material as specified in the Contract Documents, to be at the expense of the CONTRACTOR, and at no additional cost to the CITY. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-8 Special Provisions 7.4 Stripping, Salvaging, and Spreading Topsoil A. Stripping and salvaging of topsoil shall include an amount sufficient to spread a minimum of 4" of salvaged topsoil on all disturbed green space areas as shown on the plans, outside of bioretention basins and excluding undisturbed lawn areas. B. SUDAS Spec. Division 2, Section 3.02.B, Preparation for Topsoil Placement shall govern with the exception of the field quality controls specified in documents for SUDAS Spec. Division 2, Sections 3.02B.1 and 3.02.B.2 as they shall be modified to loosen the surface beneath all topsoil locations to a minimum depth of 12" prior to spreading of topsoil. Where topsoil has been compacted, it shall be loosened to a minimum depth of 12" prior to temporary or permanent restoration. 7.5 Field Quality Control A. Conformance with the elevations on the Plans shall be within: 1. Mass Grading shall be +/- 0.20-feet. 2. Finish Grading shall be +/- 0.10-feet 3. Critical Pond Overflows shall be +/- 0.10-feet. B. CONTRACTOR shall pay for all failed testing & shall pay for all retesting at their expense, and at no additional cost to the CITY. C. CONTRACTOR shall pay for all graded areas requiring correction due to not meeting the specification at their expense, and at no additional cost to the CITY. S8. SUDAS 3010 TRENCH EXCAVATION AND BACKFILL For the purposes of these specifications SUDAS Division 3 — Trench and Trenchless Construction shall govern, except with the following modifications and amendment(s): 8.1 Unsuitable Backfill Material A. The in -situ soils may be reused as storm sewer trench bedding and/or backfill provided the material is in accordance with the specifications for trenches. 8.2 Trench Compaction Testing A. CITY shall provide testing for the following: 1. Compaction Testing. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-9 Special Provisions 2. Moisture Content and Density. 3. Lab and Field Testing (of soil compaction). B. CONTRACTOR shall pay for all failed testing & shall pay for all retesting at their expense, and at no additional cost to the CITY. S9 SUDAS 4020 STORM SEWERS For the purposes of these specifications SUDAS Division 4 — Sewers and Drains shall govern, except with the following modifications and amendment(s): 9.1 Storm Sewer A. All High Density Polyethylene Pipe (HDPE) shall be dual wall, smooth interior pipe with elastomeric gaskets. S10. SUDAS 6010 STRUCTURES FOR SANITARY AND STORM SEWERS For the purposes of these specifications SUDAS Division 6 — Structures for Sanitary and Storm Sewer Related Work shall govern, except with the following modifications and amendment(s): 10.1 Dewatering A. Dewatering, if needed, shall be considered incidental to the Contract. B. See Special Provision SUDAS 3010, Trench Excavation and Backfill, Subsection, Dewatering for additional specifications. 10.2 Manhole and Intake Types A. For storm water manhole structure SW-512, acceptable products shall be concrete S11. SUDAS 8030 TEMPORARY TRAFFIC CONTROL For the purposes of these specifications SUDAS Division 8 — Traffic Control shall govern, except with the following modifications and amendment(s): 11.1. Description of Work City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-10 Special Provisions A. Traffic Control, if needed, is incidental to mobilization. CONTRACTOR shall not block the adjacent roadway for any substantial period of time. Reasonable demarcation of the work area shall be provided to protect the safety of the public and park users. B. The CONTRACTOR shall, in all cases, maintain safe passageways at all road crossings, crosswalks, and street intersections and shall do all other things necessary to prevent an accident or loss of any kind. S12. SUDAS 9010 SEEDING For the purposes of these specifications SUDAS Division 9 — Site Work and Landscaping shall govern, except with the following modifications and amendment(s): 12.1 Seed Mixtures and Seeding Dates A. Seed Mixtures shall be located per the Contract Documents and shall meet applicable requirements of SUDAS. Provide seed mixture documentation per SUDAS. 12.2 Conventional Seeding A. Order of operation found in SUDAS Spec. Division 9, Section 9010, Subsection 3.04 shall be used for all native seed with the exception that hydraulic seeding of natives is not allowed. B. Dormant Seeding is not allowed. C. CONTRACTOR shall provide seed bag tags prior to installation. 12.3 Acceptance and Warranty A. Acceptance 1. The CONTRACTOR shall be responsible for establishing and restoring vegetation as outlined in SUDAS Spec. Division 9, Section 9010, Subsection 3.10. No seeded areas will be accepted without a minimum 80% coverage by healthy, established non-invasive vegetation (temporary cover crop) as specified in the Contract Documents. 2. The project area is covered by a contract with Applied Ecological Services (AES) for native seeding and establishment. AES will seed the site with City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-11 Special Provisions permanent native vegetation after the establishment of a temporary cover crop. 3. The contractor is responsible for proper germination of temporary cover crop within the project limits. S13. SUDAS 9030 PLANT MATERIAL AND PLANTING For the purposes of these specifications SUDAS Division 9 — Plant Material and Planting shall govern, except with the following modifications and amendment(s): 13.1 Plant Material A. Each plant material item (tree, shrub, or groundcover plant) includes a 2-year warranty period. B. Year 1 after planting is considered the `establishment period." Year 2 after planting is considered the "warranty period." Both years are included in the 2- year warranty period which is included with each bid item. C. During the 2-year warranty period contractor shall perform regular maintenance of plants including, but not limited to: watering, weeding, pruning, and staking to ensure health and survival. D. Plants that are not found to be in a live, healthy, and growing condition during inspection at the end of the 1-year establishment period shall be replaced at that time. Final inspection will occur again at the end of the 2-year warranty period, and similarly, plants that are not found to be in a live, healthy, and growing condition shall be replaced, at no additional cost. 13.2 Hardwood Mulch A. Mulch in basin bottoms shall be double -shredded hardwood. B. Mulch material to comply with SUDAS Division 9, Section 9030-2.02, except — material shall contain no more than 10% "wood chips" (material shall be "long, stringy shreds", not "flat, square chips") C. Mulch material shall be substantially free of mold, dirt, sawdust, and foreign material and shall not be in an advanced state of decomposition. D. Item to be paid per cubic yard, all material, labor, and equipment incidental to item. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-12 Special Provisions E. Mulch around tree and shrub plantings shall be incidental to each plant item, per SUDAS. S14. SUDAS 9040 Erosion and Sediment Control For the purposes of these specifications SUDAS Division 9 — Site Work and Landscaping shall govern, except with the following modifications and amendment(s): 14.1 Erosion Control Technician A. Erosion Control Technician shall be incidental to the SWPPP Management bid item. B. The CONTRACTOR shall comply with Iowa DOT Standard Specifications (dated October 17, 2017) Sub -Section 2602.01 D Water Pollution Control Quality Control. C. The CONTRACTOR shall maintain an Erosion Control Technician (ECT) on staff, even though the erosion and sediment control portion of the Contract may be subcontracted. This individual shall be responsible for overall management of the CONTRACTOR'S quality control program for erosion and sediment control. The ECT is required to obtain certification through the Technical Training and Certification Program (TTCP) of the Iowa Department of Transportation, or other certification as approved by the ENGINEER. D. The ECT shall be onsite daily during construction activities, and/or shall be required to meet on site in as little as two (2) hours when requested by the ENGINEER and / or regulatory officials (City, US EPA, Iowa DNR, etc.). E. This individual shall be responsible for coordinating all erosion and sediment control operations. For this daily requirement, the CONTRACTOR may subcontract this responsibility. However, as noted above, the CONTRACTOR must still retain an ECT on staff. F. Additional responsibilities that shall not be subcontracted include: 1. Attend regular storm water inspections with the ENGINEER, regardless of the CONTRACTOR being mobilized on site or not. 2. Attend construction progress meetings to discuss erosion and sediment control issues. 14.2 SWPPP Management A. A Stormwater Pollution Prevention Plan (SWPPP) is in place for this project location in conjunction with Phase 01 work. Applied Ecological Services is maintaining the Phase 1 SWPPP. CONTRACTOR shall comply with all City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-13 Special Provisions requirements of NPDES General Permit No. 2 and the active Stormwater Pollution Prevention Plan for the site. Contractor does not need to file for a separate permit application for this project. B. The NPDES General Permit No. 2 current at the time of construction shall govern. 14.3 Erosion and Sediment Control Inspection A. CONTRACTOR to perform Erosion and Sediment Control Inspections and Maintenance for rainfall events that exceed 0.50-inches of rainfall in 24 hours during active construction and prior to soil stabilization of the construction site. This inspection is incidental to the SWPPP Management bid item, similar to standard weekly inspections. B. Erosion and sediment control inspection shall include digital photo documentation in inspection report, to be submitted electronically to the ENGINEER within 24 hours of inspection. C. Any time deficiencies in the erosion and sediment control practices are noted (such as following storm events, or temporary removal for equipment access), the CONTRACTOR shall repair the deficiency and bring the practice into full working order as soon as reasonably possible. If deficiencies are detected when storms are predicted, every reasonable attempt shall be made to repair the deficiencies prior to the onset of the rainfall. 14.4 Other Erosion and Sediment Control Measures A. An allowance for additional erosion and sediment control measures has been provided for the CONTRACTOR to implement extra measures above and beyond line items listed in the Bid Tab or as shown on the Contract Documents. B. The CONTRACTOR shall submit in writing additional measures, including, but not limited to type, location, and reason for said measures, and shall not be implemented without prior written authorization by ENGINEER. Such measures must be above and beyond those specified in the Contract Documents. C. Measurement and payment of additional erosion and sediment control measures shall be as specified in Contract Documents, and Unit Prices shall be the same for items included in the Bid Tab. Additional items not included in the Bid Tab shall be negotiated for Unit Price prior to work commencing. D. Additional measures not allowed for approval under this allowance include temporary erosion & sediment control basins, including, but not limited to City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-14 Special Provisions excavation, erosion & sediment control, outlet structures, dewatering, and removal of said basins and structures. Such temporary basins shall be considered incidental to Excavation, Class 10 with no additional payment made for construction, maintenance, or removal of said basins. 14.5 Filter Log A. Manufacturer / Distributer and Brand must be Iowa DOT approved source or approved equal by ENGINEER. B. Definition of Filter Log means wattle, sediment log, and filter sock used for perimeter and slope sediment control applications. C. Provide filter logs consisting of wood products (including wood mulch), cereal grain straw, or native grass straw contained in a continuous tube of photo degradable fabric or synthetic netting approved by ENGINEER. D. Tube must have netting with a maximum 3/8 inch opening and joints of filter sock ends shall be overlapped a minimum 1-foot. All tubes on slopes to be staked on both upstream and downstream side. All other tubes on slopes > 10:1 slope to be installed in a manner such as to prevent movement. E. The overlapped portion of filter logs shall not be included in the measurement for payment. F. Filter logs are to be filled using a mechanical device. Hand filling will not be allowed without prior written authorization by ENGINEER. G. Ensure filter logs do not contain: 1. A visible admixture of refuse or other physical contaminants. 2. Germination or growth inhibiting factors. 3. Material toxic to plant growth. H. Ensure cereal grain straw for filter socks is Certified Noxious Weed Seed Free Mulch certified by the Iowa Crop Improvement Association or other state's Crop Improvement Associations. I. Filter logs with observed unharvested seed heads will not be accepted. J. Installation of filter logs to be done in a manner that prevents undermining of device. Installation may take place over RECP, device trenched into ground, provide soil ramp on upstream side of device. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-15 Special Provisions K. The cost to install the filter log as specified here will be at the expense of the CONTRACTOR, and at no additional cost to the CITY. 14.6 Temporary Rolled Erosion Control Products (RECP) A. Manufacturer / Distributer and Brand must be Iowa DOT approved source or approved equal by ENGINEER. B. Temporary Rolled Erosion Control Products (RECP) to be: Type 2A — Product shall be lightweight Jute Mulch Control Netting conforming to SUDAS 9040-2.05-A.2.a, 100% natural fiber jute, loosely woven, and installed with methods and anchors similar to typical RECP per SUDAS. This product is only for installation on the mulch within the bioretention cells. C. The overlapped portion of RECP shall not be included in the measurement for payment. D. ENGINEER shall approve all anchor types, including installation method prior to installation. E. No RECP will be approved for payment if inappropriately anchored, or if ground surface is not appropriately smoothed prior to installation. This includes, but is not limited to: too few anchors per square yard of RECP; loose anchors rising out of the ground or above the blanket; loose anchors laying on the ground or blanket surface; "bunched -up" or "tented" RECP that loses substantial contact with the ground surface; anchor patterns, size, location, etc. that does not meet the manufacturer's specifications. F. CONTRACTOR shall install a 20 square -yard sample of each category or type of RECP, anchored per the Manufacturer's specifications. ENGINEER shall inspect and approve the installed sample prior to any other RECP being installed. G. ENGINEER will reject RECP if driven over by equipment, if not in contact with smooth ground surface, and / or if rutting, erosion below fabric, or other damage occurs. 14.7 Silt Fence A. Fabric shall comply with Iowa DOT Article 4196.01, Silt Fencing. B. Manufacturer / Distributer and Brand must be Iowa DOT approved source or approved equal by ENGINEER. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-16 Special Provisions C. Install all silt fence using a silt fence machine, and trenching. Compact trenching by driving over each side of silt fence at least two times with device exerting 60 psi or greater. For silt fence around trees install outside of the dripline. D. The overlapped portion of the silt fence shall not be included in the measurement for payment. E. Posts shall be wood (or steel with prior approval only) and spaced at no further than five (5) feet apart. 14.8 Stabilized Construction Entrance A. Stabilized Construction Entrance shall be paid as Each. B. See the Contract Documents for the specified entrance dimensions. 14.9 Dust Control A. A high level of care must be taken to minimize wind erosion using dust control, and other Best Management Practices incidental to the Contract with no additional cost to the CITY. 14.10 Turf Reinforcement Mats (TRM) A. Manufacturer / Distributer and Brand must be Iowa DOT approved source or approved equal by ENGINEER. B. Turf Reinforcement Mats (TRM) Type 2 to be American Excelsior Recyclex TRM-V or approved equal. No TRM containing coconut or straw as the "filler" material will be allowed. C. The overlapped portion of TRM shall not be included in the measurement for payment. D. ENGINEER shall approve all anchor types, including installation method prior to installation. E. No TRM will be approved for payment if inappropriately anchored. This includes, but is not limited to: too few anchors per square yard of TRM; loose anchors rising out of the ground or above the blanket; loose anchors laying on the ground or blanket surface; "bunched -up" or "tented" TRM that loses substantial contact with the ground surface; anchor patterns, size, location, etc. that does not meet the manufacturer's specifications. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-17 Special Provisions F. CONTRACTOR shall install a 5 square -yard sample of each category or type of TRM, anchored per the manufacturer's specifications. ENGINEER shall inspect and approve the installed sample prior to any other TRM being installed. G. ENGINEER will reject TRM if driven over by equipment, and rutting or other damage occurs. S15. SUDAS 9070 LIMESTONE AND FLAGSTONE LANDSCAPING For the purposes of these specifications SUDAS Division 9 — Site Work and Landscaping shall govern, except with the following modifications and amendment(s): 15.1 Description of Work A. Limestone Blocks shall refer to: 1: Limestone slabs and wall stones at the Drop Structure to Basin 1 2: Limestone blocks placed along basins 2 and 3 B. The completed work shall give the appearance of uniformity in surface contour, color, and texture, and shall be accurately constructed to line and grade. C. Work shall be completed as specified in the Contract Documents. 15.2 Measurement and Payment A. 1: Limestone Drop Structure shall be paid as a fixed lump sum including all materials, labor and equipment necessary 2: Limestone Blocks shall be paid per ton of limestone installed. B. No separate measurement or payment shall be made for excavation and/or trenching, prepared subgrade, aggregate subbase for foundation, geotextile fabric, aggregate subbase and drainage backfill, and/or earth for backfill material, limestone paver splash pads, etc. C. All other work associated with limestone block walls and drop structures shall be incidental to the bid item. 15.3 Products A. All limestone landscaping material shall be sourced from Becker & Becker Stone Company 14681 Derby Grange Road, Dubuque, IA, and shall be "Native Dubuque Limestone" — a buff colored, locally sourced architectural limestone. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-18 Special Provisions Note that this quarry has requested a minimum of 4 weeks' notice for material orders. B. All limestone blocks are to be "Outcrop" type dimensional limestone (parallel top and bottom cleaved faces, and rough broken edges (no smooth cuts, milling or polishing). Blocks are to be roughly rectangular with orthogonal sides unless mitered (broken at an angle) for better fit. C. 1: Limestone Drop Structure at Basin 1 consists of 3 types of limestone materials: Limestone Slabs (marked on detail as "S") Nominally sized as 6 inches thick by about 2 feet wide and random length (about 2 ft to 4 ft) Limestone Wall stones (marked on detail as "W") Nominally sized as 6 inches thick by about 8 inches wide and random length (about 2 ft to 3 ft) Limestone Blocks (marked on detail as `B") Nominally sized as 8 inches thick by about 8 inches wide and random length (1 ft or 2 ft) D. 2: Limestone Blocks along the edges of bioretention cells 2 and 3 are to be 12 inch by 12 inch, and random lengths 15.4 Installation A. All limestone blocks shall be set on a prepared bedding to ensure the placed stone is true to grade. The excavation shall be benched (level steps for each slab), and the soil surface shall be compacted to 95% proctor density prior to placing bedding. Modified Subbase (Iowa DOT Specification 4123) shall be placed at the design thickness and compacted. B. Stones shall be placed true to design grade, and without compromising the leveled, compacted bedding material. Minor variation in thickness between adjacent, overlapping stones can be accounted for by placing rock chips to prevent rocking. Differences of greater than 3/8 inch shall be avoided by selecting more appropriate stones for mating. Stones shall be laid in "running bond" pattern to avoid aligned, adjacent joints. C. Wall stones shall be laid with an approximate 1-inch batter (setback) from course to course, except as needed to tie into the adjacent stonework and fit to plan layout. Wall stones shall be backfilled with minimum 12 thickness (perpendicular to the wall face) of "choker stone" (3/8" washed aggregate — same as the bioretention cell choker aggregate), which shall be compacted as each course is laid. City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-19 Special Provisions D. Blocks that require "pinning" (see detail) shall be drilled and fitted with 1/2-inch by 6-inch stainless steel pins. Only the blocks at the top of the structure (on the existing pavement) should be epoxied with suitable masonry epoxy. The remaining blocks may be pinned without epoxy. Confirm the location of the blocks with the ENGINEER prior to drilling. S16. SUDAS 11,000 MISCELLANEOUS For the purposes of these specifications SUDAS Division 11 — Miscellaneous shall govern, except with the following modifications and amendment(s): 16.1 Utility Potholing A. At the beginning of onsite work, contractor shall carefully excavate near the end of the water pipe stub to be removed to determine the depth, orientation, and dimensions of the pipe to be removed, and the condition of the pipe at the point of removal. The intent is to confirm the details of the task in advance, in case changes to the task need to be planned prior to actually conducting the "Remove and Cap Water Main" bid item. See Removals Plan (sheet 11). B. At the beginning of onsite work, contractor shall carefully excavate near the sanitary manhole near basins 2 and 3 to determine the depth, orientation, and dimensions of any pipes extending toward the proposed work area. The intent is to confirm the details of the pipes in advance, in case changes to the design need to be planned prior to actually conducting the work. See Removals Plan (sheet 11). 16.2 Remove and Cap Water Supply Pipe A. See City of Dubuque Supplemental Specifications Division 5 B. Permitting, Testing and Disinfection, if necessary, is incidental to the unit price. Contractor shall confirm all necessary requirements and coordinate task with the City of Dubuque Water Department prior to commencing work. C. Item includes removing the underground water pipe from the project area (bioretention cell #1), and capping the remaining stub. Exploratory excavation to determine details of the task is paid under a separate item "Utility Potholing". City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 SP-20 Special Provisions Appendix A: Iowa DNR NPDES General Permit No. 2 City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 IOWA DEPARTMENT OF NATURAL RESOURCES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT NO. 2 EFFECTIVE DATES MARCH 1, 2018 THROUGH FEBRUARY 28, 2023 FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES 502 EAST 9th STREET DES MOINES, IOWA 50319 515-725-8417 FAX 515-725-8202 www.iowadnr.gov/environmental-protection/water-quality/npdes-storm-water NPDES GENERAL PERMIT NO. 2 TABLE OF CONTENTS PART I. COVERAGE UNDER THIS PERMIT 1 A. PERMIT AREA. 1 B. ELIGIBILITY. 1 C. REQUIRING AN INDIVIDUAL PERMIT. 2 D. AUTHORIZATION. 2 PART II. NOTICE OF INTENT (NOI) REQUIREMENTS 2 A. DEADLINES FOR FILING A NOTICE OF INTENT 2 B. FAILURE TO NOTIFY 2 C. CONTENTS OF THE NOTICE OF INTENT. 2 D. WHERE TO SUBMIT. 3 E. RENOTIFICATION 3 F. TRANSFER OF COVERAGE UNDER THIS PERMIT. 3 G. NOTICE OF DISCONTINUATION. 4 PART III. SPECIAL CONDITIONS, MANAGEMENT PRACTICES, AND OTHER NON - NUMERIC LIMITATIONS 4 A. PROHIBITION ON NON -STORM WATER DISCHARGES. 4 B. RELEASES IN EXCESS OF REPORTABLE QUANTITIES. 5 C. FEDERAL CONSTRUCTION AND DEVELOPMENT EFFLUENT GUIDELINES 5 PART IV. STORM WATER POLLUTION PREVENTION PLANS 6 A. DEADLINES FOR POLLUTION PREVENTION PLAN PREPARATION AND COMPLIANCE. 6 B. SIGNATURE AND PLAN REVIEW 6 C. KEEPING PLANS CURRENT. 7 D. CONTENTS OF THE POLLUTION PREVENTION PLAN 7 PART V. RETENTION OF RECORDS 11 PART VI. STANDARD PERMIT CONDITIONS 12 A. DUTY TO COMPLY. 12 B. CONTINUATION OF THE EXPIRED GENERAL PERMIT. 12 C. NEED TO HALT OR REDUCE ACTIVITY NOT A DEFENSE. 12 D. DUTY TO MITIGATE. 12 E. DUTY TO PROVIDE INFORMATION. 12 F. OTHER INFORMATION 12 G. SIGNATORY REQUIREMENTS 12 H. CERTIFICATION 13 I. OIL AND HAZARDOUS SUBSTANCE LIABILITY. 13 J. PROPERTY RIGHTS 13 K. SEVERABILITY. 13 L. TRANSFERS. 13 M. PROPER OPERATION AND MAINTENANCE. 13 N. INSPECTION AND ENTRY. 14 O. PERMIT ACTIONS. 14 P. ENVIRONMENTAL LAWS. 14 PART VII. REOPENER CLAUSE 14 PART VIII. DEFINITIONS 14 ii IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - MARCH 1, 2018 TO FEBRUARY 28, 2023 PART I. COVERAGE UNDER THIS PERMIT A. PERMIT AREA This permit covers all areas of the State of Iowa. B. ELIGIBILITY 1. A. Except for discharges identified under Parts I.B.2. and I.B.3., this permit may authorize the discharge of storm water associated with industrial activity from construction sites, (those sites or common plans of development or sale that will result in the disturbance of one or more acres total land area), (hereafter referred to as storm water discharge associated with industrial activity for construction activities) occurring after the effective date of this permit (including discharges occurring after the effective date of this permit where the construction activity was initiated before the effective date of this permit), including storm water discharge associated with industrial activity from areas that are dedicated to producing earthen materials, such as soils, sand and gravel, for use at a single construction site. This permit may also authorize areas where soil is placed permanently or temporarily also known as "fill sites". B. This permit may authorize storm water discharge from a construction site that is mixed with storm water discharge associated with industrial activity from sources other than construction activities provided that the storm water discharge from the industrial (non - construction) source is in compliance with the terms of a NPDES general permit, other than this general permit, or individual permit authorizing such discharge. In addition, the storm water other than from construction, shall be in compliance with Part IV.D.6. of this permit. 2. LIMITATIONS ON COVERAGE The following discharges associated with industrial activity for construction activities are not authorized by this permit: A. storm water discharges that are mixed with sources of non -storm water other than discharges identified in Part III.A.2. of this permit; B. storm water discharges associated with industrial activity for construction activities which are covered by an existing individual NPDES permit or which are issued a permit in accordance with Part I.C. of this permit. Storm water discharges authorized by an existing individual NPDES permit will be eligible to apply for coverage under this general permit as the existing individual permit expires; c. storm water discharges associated with industrial activity for construction activities that the Iowa Department of Natural Resources has determined to be or may reasonably be expected to be contributing to a violation of a water quality standard; D. new or expanded "storm water discharge associated with industrial activity" that discharges to Outstanding Iowa Waters or to Outstanding National Resource Waters; and E. discharges from concrete washout activities and from wet sawing of concrete. Waste from concrete washout and wet sawing of concrete is not allowed to be discharged to surface waters and is not allowed to adversely affect a water of the state. 3. EXCLUSIONS The following "storm water discharges associated with industrial activity" from construction activities do not require a NPDES permit: discharges from soil disturbing activities from sites where less than 5 acres is disturbed and the soil disturbing activities are due to routine maintenance that is performed to maintain the original line and grade, hydraulic capacity or original purpose of the site and discharges from agricultural and silvicultural activities including storm water runoff from orchards, cultivated crops, pastures, range lands, and forest lands, but not discharges from concentrated animal feeding operations as defined in 40 CFR 122.23, concentrated aquatic production facilities as defined in 40 1/17 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - MARCH 1, 2018 TO FEBRUARY 28, 2023 CFR 122.24, discharges to aquaculture projects as defined in 40 CFR 122.25, and discharges from silvicultural point sources as defined in 40 CFR 122.27. C. REQUIRING AN INDIVIDUAL PERMIT 1. The Department may require any person authorized by this permit to apply for and obtain an individual NPDES permit. The Department may require any owner or operator authorized to discharge under this permit to apply for an individual NPDES permit only if the owner or operator has been notified in writing that a permit application is required. This notice shall include a brief statement of the reasons for this decision, an application form, a statement setting a deadline for the owner or operator to file the application, and a statement that on the effective date of the individual NPDES permit, coverage under this general permit shall automatically terminate. If an owner or operator fails to submit an individual NPDES permit application required by the Department under this paragraph, coverage of this general permit automatically is terminated at the end of the day specified for submittal of the individual NPDES application. 2. Any person authorized to discharge under this permit may apply for an individual NPDES permit. In such cases, the discharger shall submit the following in accordance with the requirements of subrule (567)--64.3(4) in the Iowa Administrative Code: A. an individual application, using DNR Form 1 and EPA Form 2F; and, B. all applicable fees identified in rule (567)--64.16 in the Iowa Administrative Code. 3. When an individual NPDES permit is issued to a discharger covered under this general permit, the applicability of this general permit to the individual NPDES permittee is automatically terminated on the effective date of the individual NPDES permit. When an individual NPDES permit is denied to a discharger otherwise subject to this permit, the applicability of this permit to the individual NPDES permittee is automatically terminated on the date of such denial, unless otherwise specified by the Department. D. AUTHORIZATION A discharger must submit a Notice of Intent (NOI) in accordance with the requirements of Part II of this permit in order for storm water discharge associated with industrial activity for construction activities pursuant to Part I.B. of this permit to be authorized to discharge under this general permit. PART II. NOTICE OF INTENT (NOI) REQUIREMENTS A. DEADLINES FOR FILING A NOTICE OF INTENT For storm water discharge associated with industrial activity for construction activities, such activities shall not commence until an authorization has been issued for the project by the Department. B. FAILURE TO NOTIFY Dischargers who fail to notify the Department of their intent to be covered, and discharge pollutants to water of the United States within Iowa, without an NPDES permit, are in violation of the Clean Water Act and the Code of Iowa. C. CONTENTS OF THE NOTICE OF INTENT A complete Notice of Intent shall include the items described in Parts II.C.1., II.C.2., and II.C.3. of this permit. 1. A completed Notice of Intent (NOI) form, DNR Form 542-1415, signed in accordance with Part VI.G. of this permit. The information on the form shall include the following: A. Name, address, and location of the construction site for which this notification is submitted. The location should be provided as the 1/4 section, township, range, and the county in which the storm water discharge is located. 2/17 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - MARCH 1, 2018 TO FEBRUARY 28, 2023 B. The owner's name, address, telephone number, and status (federal, state, private, public or other entity). c. The name, address and telephone number of any operator (contractor) that has been identified as having a role in the storm water pollution prevention plan for the site required under Part IV.D.7. of this permit. Contractors (operators) identified after the submittal of the completed Notice of Intent shall be identified in the pollution prevention plan. D. The type of discharge (new or existing as related to October 1, 1992); whether or not the discharge is to a municipal separate storm sewer system; the date the discharge is to commence; the permit status of the discharge; and, the name of the receiving waters. E. An indication if any existing quantitative data is available describing the concentration of pollutants in storm water discharges and a summary of available existing data. (Existing data should not be included as part of the NOI, it should retained as part of the Pollution Prevention Plan). F. A brief description of the project; an estimated timetable for major activities; and, an estimate of the number of acres of the site on which soil will be disturbed. G. A certification that compliance with G.(1). through G.(4). are met: G.(1). the pollution prevention plan has been developed before this Notice of Intent is submitted to the Department; G.(2). the pollution prevention plan will be implemented on October 1, 1992 for any existing storm water discharge associated with industrial activity for construction activities. For a storm water discharge associated with industrial activity for construction activities that commence after October 1, 1992, the pollution prevention plan shall be implemented with the start of construction activities; G.(3). this Notice of Intent will be included and incorporated into the pollution prevention plan and will be updated as required; and, G.(4). the storm water pollution prevention plan provides compliance with section 161A.64 of the Code of Iowa and local sediment and erosion plans and are consistent with the requirements of Part IV of this general permit. 2. APPLICABLE FEES The applicable fees specified in Iowa Administrative Code 567 -- 64.16(455B). 3. PUBLIC NOTIFICATION A demonstration that the public notice specified in Iowa Administrative Code 567--64.6(1)"c"(1) was published at least one day, in one newspaper with the largest circulation in the area in which the facility is located or the activity will occur. D. WHERE TO SUBMIT Facilities which discharge storm water associated with industrial activity for construction activities must submit items described in Parts II.C.1., 2., and 3. of this permit to the Department at the following address: Storm Water Coordinator Iowa Depaitment of Natural Resources 502 E. 9th St. Des Moines, IA 50319-0034 E. RENOTIFICATION Prior to the expiration of an authorization issued under this general permit, the permittee is required to resubmit a Notice of Intent (no additional public notice is required) with the Department for coverage under the new general permit. If a new general permit has not been reissued prior to the expiration of the current permit, the provisions and coverage of the current permit are extended until replaced by the adoption of a new general permit. F. TRANSFER OF COVERAGE UNDER THIS PERMIT For storm water discharge associated with industrial activity for construction activities where the ownership changes, the Department must be notified of the title 3/17 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - MARCH 1, 2018 TO FEBRUARY 28, 2023 transfer within 30 days. Both the previous owner(s) and the new owner(s) are responsible for notifying the Department of the transfer and the new owner's name and contact information. This requirement shall be satisfied upon the Department's receipt of the notification of this information by either the previous owner(s) or the new owner(s). If a storm water discharge associated with industrial activity for construction activities is covered by this general permit, the new owner(s) shall be subject to all terms and conditions of this general permit. A copy of the notice of transfer that was sent to the Department shall be included in the pollution prevention plan. For construction activity which is part of a larger common plan of development such as a housing or commercial development project, if a permittee transfers ownership of all or any part of property subject to this permit, both the permittee and transferee shall be responsible for compliance with the provisions of this permit for that portion of the project which has been transferred including when the transferred property is less than one acre in area. If the new owner(s) agree in writing to be solely responsible for compliance with the provisions of this permit for the property which has been transferred, then the existing permittee(s) shall be relieved of responsibility for compliance with this permit for the transferred property, from and after the date the transfer of responsibility is signed. A copy of the notice of transfer of responsibility shall be included in the pollution prevention plan. G. NOTICE OF DISCONTINUATION 1. Within 30 days after final stabilization at a construction site (as defined in Part VIII of this permit), the operator or owner of the facility shall submit a Notice of Discontinuation to the Department. 2. The Notice of Discontinuation shall include the following information: A. the name of the owner/operator to which the permit was issued; B. the general permit number and permit authorization number; c. the date the construction site reached final stabilization; and, D. the following certification signed in accordance with Part VI.G. of this permit: "I certify under penalty of law that disturbed soils at the identified facility have been finally stabilized and temporary erosion and sediment control measures have been removed or will be removed at an appropriate time. I understand that by submitting this Notice of Discontinuation, that I am no longer authorized to discharge storm water associated with industrial activity for construction activities by Iowa Department of Natural Resources General NPDES Permit No. 2. and that discharging pollutants from storm water associated with industrial activity to waters of the United States is unlawful under the Clean Water Act where the discharge is not authorized by a NPDES permit." PART III. SPECIAL CONDITIONS, MANAGEMENT PRACTICES, AND OTHER NON -NUMERIC LIMITATIONS A. PROHIBITION ON NON -STORM WATER DISCHARGES 1. All discharges authorized by this permit shall be composed entirely of storm water except for non -storm discharges listed in Part III.A.2. 2. Discharges from fire fighting activities; fire hydrant flushings; waters used to wash vehicles in accordance with Part III.C. and Part IV.D.2.c.(2).; potable water sources including waterline flushings; irrigation drainage; routine external building washdown which does not use detergents; pavement washwaters where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled material has been removed) and where detergents are not used; air conditioning condensate; springs; uncontaminated groundwater; and foundation or footing drains where flows are not contaminated with process 4/17 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - MARCH 1, 2018 TO FEBRUARY 28, 2023 materials such as solvents; may be authorized by this permit provided the non -storm water component of the discharge is in compliance with Part IV.D.5. of this permit. B. RELEASES IN EXCESS OF REPORTABLE QUANTITIES Any owner or operator identified in the pollution prevention plan is subject to the spill notification requirements as specified in 455B.386 of the Iowa Code. Iowa law requires that as soon as possible but not more than six hours after the onset of a "hazardous condition" the Department and local sheriffs office or the office of the sheriff of the affected county be notified. The storm water pollution prevention plan described in Part IV of this permit must be modified within 5 calendar days of knowledge of the release to provide a description of the release and the circumstances leading to the release and to identify and provide for the implementation of steps to prevent the reoccurrence of such releases and to respond to such releases. C. FEDERAL CONSTRUCTION AND DEVELOPMENT EFFLUENT GUIDELINES In addition to all other requirements in this permit, all sites and activities required to be authorized under this permit shall comply with the following federal effluent guidelines as applicable to each site and activity. 1. EROSION AND SEDIMENT CONTROLS Design, install and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. At a minimum, such controls must be designed, installed and maintained to: A. Control storm water volume and velocity to minimize soil erosion in order to minimize pollutant discharges; B. Control storm water discharges, including both peak flow rates and total storm water volume, to minimize channel and streambank erosion and scour in the immediate vicinity of discharge points; C. Minimize the amount of soil exposed during construction activity; D. Minimize the disturbance of steep slopes; E. Minimize sediment discharges from the site. The design, installation and maintenance of erosion and sediment controls must address factors such as the amount, frequency, intensity and duration of precipitation, the nature of resulting storm water runoff and soil characteristics including the range of soil particle sizes expected to be present on the site; F. Provide and maintain natural buffers around waters of the United States, direct storm water to vegetated areas and maximize storm water infiltration to reduce pollutant discharges, unless infeasible; 2. SOIL COMPACTION AND TOPSOIL PRESERVATION Practices to minimize soil compaction and preserve topsoil shall be implemented as described in Part IV.D.2.A.(2)(c) of this permit. 3. SOIL STABILIZATION Stabilization of disturbed areas must, at a minimum, be initiated immediately whenever any clearing, grading, excavating or other earth disturbing activities have permanently ceased on any portion of the site or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. In drought -stricken areas and areas that have recently received such high amounts of rain that seeding with field equipment is impossible and initiating vegetative stabilization immediately is infeasible, alternative stabilization measures must be employed as specified by the Department. In limited circumstances, stabilization may not be required if the intended function of a specific area of the site necessitates that it remain disturbed. 4. DEWATERING Discharges from dewatering activities, including discharges from dewatering of trenches and excavations, are prohibited unless managed by appropriate controls. 5/17 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - MARCH 1, 2018 TO FEBRUARY 28, 2023 5. POLLUTION PREVENTION MEASURES Design, install, implement and maintain effective pollution prevention measures to minimize the discharge of pollutants. At a minimum, such measures must be designed, installed, implemented and maintained to: A. Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water and other wash waters. Wash waters must be treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge; B. Minimize the exposure of building materials, building products, construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste and other materials present on the site to precipitation and storm water. Minimization of exposure is not required in cases where the exposure to precipitation and to storm water will not result in a discharge of pollutants, or where exposure of a specific material or product poses little risk of storm water contamination (such as final products and materials intended for outdoor use); and c. Minimize the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures. 6. PROHIBITED DISCHARGES The following discharges are prohibited: A. Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds and other construction materials; B. Fuels, oils or other pollutants used in vehicle and equipment operation and maintenance; and C. Soaps or solvents used in vehicle and equipment washing. 7. SURFACE OUTLETS When discharging from basins and impoundments, utilize outlet structures that withdraw water from the surface, unless infeasible. PART IV. STORM WATER POLLUTION PREVENTION PLANS A storm water pollution prevention plan shall be developed for each construction site covered by this permit. Storm water pollution prevention plans shall be prepared in accordance with good engineering practices. The plan shall identify potential sources of pollution which may reasonably be expected to affect the quality of the storm water discharge from the construction activities. In addition, the plan shall describe and ensure the implementation of practices which will be used to reduce the pollutants in storm water discharge associated with industrial activity for construction activities at the construction site and to assure compliance with the terms and conditions of this permit. Facilities must implement the provisions of the storm water pollution prevention plan required under this part as a condition of this permit. A. DEADLINES FOR POLLUTION PREVENTION PLAN PREPARATION AND COMPLIANCE 1. POLLUTION PREVENTION PLAN PREPARATION DEADLINE The pollution prevention plan shall be completed prior to the submittal of an NOI to the Department to be covered under this permit and shall be updated as appropriate. 2. POLLUTION PREVENTION PLAN COMPLIANCE DEADLINE The pollution prevention plan shall provide for compliance with the terms and schedule of the plan prior to the initiation of construction activities. B. SIGNATURE AND PLAN REVIEW 1. The plan shall be signed in accordance with Part VI.G 2. The permittee shall make plans available to the Department upon request, or in the case of a storm water discharge associated with industrial activity for construction activities which discharge through a municipal separate storm sewer system with an NPDES permit, to the municipal operator of the system. 3. The Department may notify the permittee at any time that the plan does not meet one or more of the minimum requirements of this Part. After such notification from the 6/17 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - MARCH 1, 2018 TO FEBRUARY 28, 2023 Department, the permittee shall make changes to the plan and shall submit to the Department a written certification that the requested changes have been made. Unless otherwise provided by the Department, the permittee shall have 3 business days after such notification to make the necessary changes. 4. All storm water pollution prevention plans received by the Department from the permittee are considered reports that shall be available to the public under Section 308(b) of the CWA and Chapter 22 of the Code of Iowa. However, the permittee may claim any portion of a storm water pollution plan as confidential in accordance with Chapter 22 of the Code of Iowa and Iowa Administrative Code (561)-- 2.5. C. KEEPING PLANS CURRENT The permittee shall amend the plan whenever there is a change in design, construction, operation, or maintenance, which has a significant effect on the potential for the discharge of pollutants to the waters of the United States and which has not been addressed in the plan or if the storm water pollution prevention plan proves to be ineffective in eliminating or significantly minimizing pollutants from sources identified in Part IV.D.2. of this permit, or in otherwise achieving the general objectives of controlling pollutants in storm water discharge associated with industrial activity for construction activities. In addition, the pollution prevention plan shall be updated to: expeditiously change the site map to include changes at the site, include contractors identified after the submittal of the Notice of Intent as Co-permittees, described in Part IV.D.7. of this permit; identify any change in ownership or transference of the permit and permit responsibilities; or, if required, by the occurrence of a hazardous condition (as defined in Part VIII of this permit). Amendments to the plan may be reviewed by the Department of Natural Resources in the same manner as Part IV.B.2. D. CONTENTS OF THE POLLUTION PREVENTION PLAN. The storm water pollution prevention plan shall include the following items: 1. SITE DESCRIPTION Each plan shall provide a description of the following: A. a description of the nature of the construction activity; B. estimates of the total area of the site and the area of the site that is expected to be disturbed by excavation, grading, or other activities; c. an estimate of the runoff coefficient of the site after construction activities are completed and existing data describing the soil or the quality of any discharge from the site; D. a site map indicating drainage patterns and approximate slopes anticipated after major grading activities, areas of soil disturbance, the location of structural and nonstructural controls identified in the plan, the location of areas where stabilization practices are expected to occur, surface waters (including wetlands), and locations where storm water is discharged to a surface water; and E. the name of the receiving water(s) and the ultimate receiving water(s). 2. CONTROLS Each plan shall include a description of controls that will be implemented at the construction site. The plan will clearly describe the intended sequence of major activities and for each activity, the appropriate control measures and the timing during the construction process that the measures will be implemented. (For example, perimeter controls for one portion of the site will be installed after the clearing and grubbing necessary for installation of the measure, but before the clearing and grubbing for the remaining portions of the site. Perimeter controls will be actively maintained until final stabilization of those portions of the site upward of the perimeter control. Temporary perimeter controls will be removed after final stabilization). The description of controls shall address the following minimum components: 7/17 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - MARCH 1, 2018 TO FEBRUARY 28, 2023 A. EROSION AND SEDIMENT CONTROLS A.(1). STABILIZATION PRACTICES A description of temporary and permanent stabilization practices, including site -specific scheduling of the implementation of the practices. Stabilization practices may include: temporary seeding, permanent seeding, mulching, geotextiles, sod stabilization, vegetative buffer strips, protection of trees, preservation of mature vegetation, and other appropriate measures. A.(2). STRUCTURAL PRACTICES A description of structural practices to the degree attainable, to divert flows from exposed soils, store flows or otherwise limit runoff from exposed areas of the site. Such practices may include silt fences, earth dikes, brush barriers, drainage swales, sediment traps, check dams, subsurface drains, pipe slope drains, level spreaders, storm drain inlet protection, rock outlet protection, reinforced soil retaining systems, gabions, and temporary or permanent sediment basins. Structural practices should be placed on upland soils to the degree attainable. The installation of these devices may be subject to Section 404 of the CWA. A.(2).(a). For common drainage locations that serve an area with more than 10 disturbed acres at one time, a temporary or permanent sediment basin providing 3,600 cubic feet of storage per acre drained shall be provided where attainable until final stabilization of the site has been achieved. The 3,600 cubic feet of storage area per acre drained does not apply to flows from offsite areas and flows from onsite areas that are either undisturbed or have undergone final stabilization where such flows are diverted around the sediment basin. For drainage locations which serve more than 10 disturbed acres at one time and where a temporary sediment basin providing 3,600 cubic feet of storage per acre drained is not attainable, sediment traps, silt fences, or equivalent sediment controls are required for all sideslope and downslope boundaries of the construction area. A.(2).(b). For drainage locations serving 10 or fewer acres, sediment traps, silt fences or equivalent sediment controls are required for all sideslope and downslope boundaries of the construction area or a sediment basin providing for 3,600 cubic feet of storage per acre drained. A.(2).(c). Unless infeasible, the following measures shall be implemented at all sites: utilize outlet structures that withdraw water from the surface when discharging from basins, provide and maintain natural buffers around surface waters and direct storm water to vegetated areas to both increase sediment removal and maximize storm water infiltration. The permittee(s) shall minimize soil compaction and, unless infeasible, preserve topsoil. "Infeasible" shall mean not technologically possible, or not economically practicable and achievable in light of the best industry practices. "Unless infeasible, preserve topsoil" shall mean that, unless infeasible, topsoil from any areas of the site where the surface of the ground for the permitted construction activities is disturbed shall remain within the area covered by the applicable General Permit No. 2 authorization. Minimizing soil compaction is not required where the intended function of a specific area of the site dictates that it be compacted. Preserving topsoil is not required where the intended function of a specific area of the site dictates that the topsoil be disturbed or removed. The permittee(s) shall control storm water volume and velocity to minimize soil erosion in order to minimize pollutant discharges and shall control storm water discharges, including both peak flowrates and total storm water volume, to minimize channel and stream bank erosion and scour in the immediate vicinity of discharge points. An affidavit signed by the permittee(s) may be submitted to demonstrate compliance. For construction activity which is part of a larger common plan of development, such as a housing or commercial development project, in which a new owner agrees in writing to be solely responsible for compliance with the 8/17 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - MARCH 1, 2018 TO FEBRUARY 28, 2023 provisions of this permit for the property which has been transferred or in which the new owner has obtained authorization under this permit for a lot or lots (as specified in subrule 567-64.6(6) of the Iowa Administrative Code), the topsoil preservation requirements described above must be met no later than at the time the lot or lots have reached final stabilization as described in this permit. The topsoil preservation requirement described above shall be implemented for projects that have not received an authorization under this permit prior to October 1, 2012. The topsoil preservation requirements are not required to be implemented for projects that have been authorized prior to October 1, 2012. In residential and commercial developments, a plat is considered a project. For other large areas that have been authorized for multiple construction sites, including those to be started at a future date, such as those located at industrial facilities, military installations and universities, a new construction project not yet surveyed and platted out is considered a project. This stipulation is intended to be interpreted as requiring the topsoil preservation requirements on development plats and construction activities on other extended areas that may have several construction projects permitted under the same authorization to be implemented on those projects not yet surveyed and platted out prior to October 1, 2012 even if other plats and construction activities in the same development or other extended area were authorized prior to October 1, 2012. B. STORM WATER MANAGEMENT A description of measures that will be installed during construction to control pollutants in storm water discharges that will occur after construction operations have been completed. The installation of these devices may be subject to Section 404 of the CWA. This permit only addresses the installation of storm water management measures, and not the ultimate operation and maintenance of such structures after the construction activities have been completed and the site has undergone final stabilization. Permittees are only responsible for the installation and maintenance of storm water management measures prior to final stabilization of the site, and are not responsible for maintenance after storm water discharges associated with industrial activity have been eliminated from the site. B.(1). Such practices may include: storm water detention structures (including wet ponds); storm water retention structures; flow attenuation by use of open vegetated swales and natural depressions; and infiltration of runoff onsite; and sequential systems (which combine several practices). A goal of 80 percent removal of total suspended solids from those flows which exceed predevelopment levels should be used in designing and installing storm water management controls (where practicable). Where this goal is not met, the permittee shall provide justification for rejecting each practice based on site conditions. B.(2). Velocity dissipation devices shall be placed at discharge locations and along the length of any outfall channel as necessary to provide a non -erosive velocity flow from the structure to a water course so that the natural physical and biological characteristics and functions are maintained and protected (e.g. maintenance of hydrologic conditions present prior to the initiation of construction activities). C. OTHER CONTROLS C.(1). WASTE DISPOSAL All wastes composed of building materials must be removed from the site for disposal in permitted disposal facilities. No building material wastes or unused building materials shall be buried, dumped, or discharged at the site. c.(2). Off -site vehicle tracking of sediments shall be minimized. c.(3). The plan shall ensure and demonstrate compliance with applicable State 9/17 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - MARCH 1, 2018 TO FEBRUARY 28, 2023 or local waste disposal, sanitary sewer or septic system regulations. D. APPROVED STATE OR LOCAL PLANS Facilities which discharge storm water associated with industrial activity for construction activities must include in their storm water pollution prevention plan procedures and requirements specified in applicable sediment and erosion site plans or storm water management plans approved by State or local officials. Applicable requirements specified in sediment and erosion plans, site permits or storm water management plans approved by State or local officials that are applicable to protecting surface water resources are, upon submittal of an NOI to be authorized to discharge under this permit, incorporated by reference and are enforceable under this permit even if they are not specifically included in a storm water pollution prevention plan required under this permit. Operators of facilities seeking alternative permit requirements shall submit an individual permit application in accordance with Part I.C.2. of this permit along with a description of why requirements in approved State or local plans should not be applicable as a condition of an NPDES permit. 3. MAINTENANCE A description of procedures to maintain in good and effective operating conditions vegetation, erosion and sediment control measures and other protective measures identified in the site plan. 4. INSPECTIONS Qualified personnel (provided by the discharger) shall inspect disturbed areas of the construction site that have not been stabilized with a perennial, vegetative cover of sufficient density to preclude erosion at least once every seven calendar days. Unless erosion is evident or other conditions warrant them, regular inspections are not required on areas that have been stabilized with a perennial, vegetative cover of sufficient density to preclude erosion. A. Disturbed areas and areas used for storage of materials that are exposed to precipitation shall be inspected for evidence of, or the potential for, pollutants entering the drainage system. Erosion and sediment control measures identified in the plan shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving waters. Locations where vehicles enter or exit the site shall be inspected for evidence of offsite sediment tracking. B. Based on the results of the inspection, pollution prevention measures identified in the plan in accordance with paragraph IV.D.2. of this permit shall be revised at the construction site as appropriate as soon as practicable after the inspection and to the plan as soon as practicable after the inspection but in no case more than 7 calendar days following the inspection. If the permittee determines that making these changes at the construction site or to the plan less than 72 hours after the inspection is impracticable, the permittee shall document in the plan why it is impracticable and indicate an estimated date by which the changes will be made. c. A report summarizing the scope of the inspection, name(s) and qualifications of personnel making the inspection, the date(s) of the inspection, major observations relating to the implementation of the storm water pollution prevention plan, and actions taken in accordance with paragraph IV.D.4.B. of the permit shall be made and retained as part of the storm water pollution prevention plan for at least three years after final stabilization has been achieved and a Notice of Discontinuation has been submitted to the Department. The report shall be signed in accordance with Part VI.G. of this permit. 5. NON -STORM WATER DISCHARGES Except for flows from fire fighting activities, sources of non -storm water listed in Part III.A.2. of this permit that are combined with storm water discharges associated with industrial activity from construction activities must be identified in the plan. The plan shall identify and ensure the implementation of appropriate pollution 10/17 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - MARCH 1, 2018 TO FEBRUARY 28, 2023 prevention measures for the non -storm water component(s) of the discharge. 6. ADDITIONAL REQUIREMENTS FOR STORM WATER DISCHARGE FROM INDUSTRIAL ACTIVITIES OTHER THAN CONSTRUCTION, INCLUDING DEDICATED ASPHALT PLANTS, AND DEDICATED CEMENT PLANTS This permit may only authorize a storm water discharge associated with industrial activity from a construction site that is mixed with a storm water discharge from an industrial source other than construction, where: A. the industrial source other than construction is located on the same site as the construction activity; B. storm water discharges associated with industrial activity from the areas of the site where construction activities are occurring are in compliance with the terms of this permit; and, c. storm water discharges associated with industrial activity from the areas of the site where industrial activity other than construction are occurring (including storm water discharges from dedicated asphalt plants and dedicated cement plants) are in compliance with the terms and conditions, including applicable NOI or application requirements, of a different NPDES general permit or individual permit authorizing such discharges. 7. CONTRACTORS A. The storm water pollution prevention plan must clearly identify for each measure in the plan, the contractor(s) and/or subcontractor(s) that will implement the measure. All contractors and subcontractors identified in the plan must sign a copy of the certification statement in Part IV.D.7.B. of this permit in accordance with Part VI.G. of this permit. Upon signing the certification, the contractor or sub -contractor is a co-permittee with the owner and other co-permittee contractors. All certifications must be included in the storm water pollution prevention plan. B. CERTIFICATION STATEMENT All contractors and subcontractors identified in a storm water pollution prevention plan in accordance with Part IV.D.7.A. of this permit shall sign a copy of the following certification statement before conducting any professional service at the site identified in the storm water pollution prevention plan: "I certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with industrial activity from the construction site as part of this certification. Further, by my signature, I understand that I am becoming a co-permittee, along with the owner(s) and other contractors and subcontractors signing such certifications, to the Iowa Department of Natural Resources NPDES General Permit No. 2 for "Storm Water Discharge Associated with Industrial Activity for Construction Activities" at the identified site. As a co-permittee, I understand that I, and my company, are legally required under the Clean Water Act and the Code of Iowa, to ensure compliance with the terms and conditions of the storm water pollution prevention plan developed under this NPDES permit and the terms of this NPDES permit." The certification must include the name and title of the person providing the signature; the name, address and telephone number of the contracting firm; the address (or other identifying description) of the site; and the date the certification is made. PART V. RETENTION OF RECORDS A. The permittee shall retain copies of storm water pollution prevention plans and all reports required by this permit, and records of all data used to complete the Notice of Intent to be covered by this permit, for a period of at least three years from the date that the site is finally stabilized and a Notice of Discontinuation has been submitted to the Department. 11/17 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - MARCH 1, 2018 TO FEBRUARY 28, 2023 B. If there is a construction trailer, shed or other covered structure located on the property the permittee shall retain a copy of the storm water pollution prevention plan required by this permit at the construction site from the date of project initiation to the date of final stabilization. If there is no construction trailer, shed or other covered structure located on the property, the permittee shall retain a copy of the plan from the date of project initiation to the date of final stabilization at a readily available alternative site approved by the Department and provide it for inspection upon request. If the plan is maintained at an off -site location such as a corporate office, it shall be provided for inspection no later than three hours after being requested. C. ADDRESSES All written correspondence to the Department should be sent to the following address: Storm Water Coordinator Iowa Department of Natural Resources 502 E. 9th St. Des Moines, IA 50319-0034 PART VI. STANDARD PERMIT CONDITIONS A. DUTY TO COMPLY 1. The permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of the Code of Iowa and the Clean Water Act and is grounds for enforcement action; for termination of coverage under this general permit; or, for denial of a request for coverage under a reissued general permit. 2. TOXIC POLLUTANTS The permittee shall comply with effluent standards or prohibitions established under section 307(a) of the Clean Water Act (CWA) for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions, even if this permit has not yet been modified to incorporate the requirement. B. CONTINUATION OF THE EXPIRED GENERAL PERMIT This permit expires on February 28, 2023. An expired general permit continues in force until replaced by adoption of a new general permit. C. NEED TO HALT OR REDUCE ACTIVITY NOT A DEFENSE It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this permit. D. DUTY TO MITIGATE The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment. E. DUTY TO PROVIDE INFORMATION The permittee shall furnish to the Department, within three hours, any information which the Department may request to determine compliance with this permit. The permittee shall also furnish to the Department upon request copies of records required to be kept by this permit. F. OTHER INFORMATION When the permittee becomes aware that he or she failed to submit any relevant facts or submitted incorrect information in the Notice of Intent or in any other report to the Department, he or she shall promptly submit such facts or information. G. SIGNATORY REQUIREMENTS All Notices of Intent, storm water pollution prevention plans, reports, certifications or information either submitted to the Department or the operator of a municipal separate storm sewer system, or that this permit requires be maintained by the permittee, shall be signed in accordance with rule 567--64.3(8) of the Iowa Administrative Code as follows: 64.3(8) Identity of signatories of operation permit applications. The person who signs the application for an operation permit shall be: a. Corporations. In the case of corporations, a responsible corporate officer. A responsible corporate officer means: (1) A president, 12/17 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - MARCH 1, 2018 TO FEBRUARY 28, 2023 secretary, treasurer, or vice-president in charge of a principal business function, or any other person who performs similar policy or decision -making functions; or (2) The manager of manufacturing, production, or operating facilities. If authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. b. Partnerships. In the case off a partnership, a general partner. c. Sole proprietorships. In the case of a sole proprietorship, the proprietor. d. Municipal, state, federal, or other public agency. In the case of a municipal, state, or other public facility, either the principal executive officer or the ranking elected official. A principal executive officer of a public agency includes: (1) The chief executive officer of the agency; or (2) A senior executive officer having responsibility for the overall operations of a unit of the agency. e. Storm water discharge associated with industrial activity from construction activity. In the case of a storm water discharge associated with industrial activity for construction, either the owner of the site or the general contractor. The person who signs NPDES reports shall be the same, except that in the case of a corporation or a public body, monitoring reports required under the terms of the permit may be submitted by the person who is responsible for the overall operation of the facility from which the discharge originated. H. CERTIFICATION Any person signing documents under paragraph VI.G. shall make the following certification: "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." OIL AND HAZARDOUS SUBSTANCE LIABILITY Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject under section 311 of the Clean Water Act. J. PROPERTY RIGHTS The issuance of this permit does not convey any property rights of any sort, nor any exclusive privileges, nor does it authorize any injury to private property nor any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. K. SEVERABILITY The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this permit shall not be affected thereby. L. TRANSFERS This permit is not transferable to any person except after notice to the Department. The Department may require the discharger to apply for and obtain an individual NPDES permit as stated in Part I.C. M. PROPER OPERATION AND MAINTENANCE The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit and with the requirements of storm water pollution prevention plans. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality assurance 13/17 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - MARCH 1, 2018 TO FEBRUARY 28, 2023 procedures. Proper operation and maintenance requires the operation of backup or auxiliary facilities or similar systems, installed by a permittee only when necessary to achieve compliance with the conditions or this permit. N. INSPECTION AND ENTRY The permittee shall allow the Department or an authorized representative of EPA, the State, or, in the case of a facility which discharges through a municipal separate storm sewer, an authorized representative of the municipal operator or the separate storm sewer receiving the discharge, upon the presentation of credentials and other documents as may be required by law, to: 1. Enter upon the permittee's premises where a regulated facility or activity is located or conducted or where records must be kept under the conditions of this permit; 2. Have access to and copy at reasonable times, any records that must be kept under the conditions of this permit; and, 3. Inspect at reasonable times any facilities or equipment (including monitoring and control equipment). O. PERMIT ACTIONS Coverage under this permit may be terminated for cause. The filing of a request by the permittee for a permit discontinuance, or a notification of planned changes or anticipated noncompliance does not stay any permit condition. P. ENVIRONMENTAL LAWS No condition of this permit shall release the permittee from any responsibility or requirements under other environmental statutes or regulations. PART VII. REOPENER CLAUSE If there is evidence indicating potential or realized impacts or water quality due to any storm water discharge associated with industrial activity for construction activities covered by this permit, the owner or operator of such discharge may be required to obtain individual permit in accordance with Part I.0 of this permit. PART VIII. DEFINITIONS "Best Management Practices" ("BMPs") means schedules of activities, prohibitions of practices, maintenance procedures, and other management practices to prevent or reduce the pollution of waters of the United States. BMPs also include treatment requirements, operating procedures, and practices to control plant site runoff, spillage or leaks, sludge or waste disposal, or drainage from raw material storage. "Construction site" means a site or common plan of development or sale on which construction activity, including clearing, grading and excavating, results in soil disturbance. A construction site is considered one site if all areas of the site are contiguous with one another and one entity owns all areas of the site. "CWA" or "Clean Water Act" means the Federal Water Pollution Control Act. "Dedicated portable asphalt plant" means a portable asphalt plant that is located on or contiguous to a construction site and that provides asphalt only to the construction site that the plant is located on or adjacent to. "Dedicated portable concrete plant" means a portable concrete plant that is located on or contiguous to a construction site and that provides concrete only to the construction site that the plant is located on or adjacent to. "Dedicated sand or gravel operation" means an operation that produces sand and/or gravel for a single construction project. "Department" means the Iowa Department of Natural Resources. "Final Stabilization" means that all soil disturbing activities at the site have been completed, and that a uniform perennial vegetative cover with a density of 70%, sufficient to preclude erosion, for the entire disturbed area of the permitted project has been established or equivalent stabilization measures have been employed or which has been returned to agricultural production. 14/17 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - MARCH 1, 2018 TO FEBRUARY 28, 2023 "Hazardous condition" means any situation involving the actual, imminent, or probable spillage, leakage, or release of a hazardous substance onto the land, into a water of the state, or into the atmosphere, which creates an immediate or potential danger to the public health or safety or to the environment. 455B.381(4) 2015, Code of Iowa "Hazardous substance" means any substance or mixture of substances that presents a danger to the public health or safety and includes but is not limited to a substance that is toxic, corrosive, or flammable, or that is an irritant or that generates pressure through decomposition, heat, or other means. "Hazardous substances" may include any hazardous waste identified or listed by the administrator of the United State Environmental Protection Agency under the Solid Waste Disposal Act as amended by the Resource Conservation and Recovery Act of 1976, or any toxic pollutant listed under section 307 of the federal Water Pollution Control Act as amended to January 1, 1977, or any hazardous substance designated under section 311 of the federal Water Pollution Control Act as amended to January 1, 1977, or any hazardous material designated by the secretary of transportation under the Hazardous Materials Transportation Act. 455B.381(5) , 2015 Code of Iowa "Infeasible" means not technologically possible, or not economically practicable and achievable in light of best industry practices. "Municipality" means a city, town, borough, county, parish, district, association, or other public body created by or under State law. "NOI" means Notice of Intent to be covered by this permit (see Part II of this permit.) "Outstanding Iowa Waters" means those waters which constitute an outstanding state resource such as waters of exceptional recreational or ecological significance. These waters are identified in Appendix B of the Iowa Antidegradation Implementation Procedure manual. "Outstanding National Resource Waters" means those waters which constitute an outstanding national resource such as waters of national and state parks and wildlife refuges and also waters of exceptional recreational or ecological significance. These waters are identified in Appendix B of the Iowa Antidegradation Implementation Procedure manual. "Permittee" means the owner of the facility or site. "Qualified personnel" means those individuals capable enough and knowledgeable enough to perform the required functions adequately well to ensure compliance with the relevant permit conditions and requirements of the Iowa Administrative Code. "Runoff coefficient" means the fraction of total rainfall that will appear at the conveyance as runoff. "Stabilization" and "Soil Stabilization" means the prevention of soil particles from being dislodged and moving therefore preventing erosion from initiating or continuing. "Storm Water" means storm water runoff, snow melt runoff, and surface runoff and drainage. "Storm water discharge associated with industrial activity" means the discharge from any conveyance which is used for collecting and conveying storm water and which is directly related to manufacturing, processing or raw materials storage areas at an industrial plant. The term does not include discharges from facilities or activities excluded from the NPDES program under 40 CFR part 122. For the categories of industries identified in paragraphs (i) through (x) of this definition, the term includes, but is not limited to, storm water discharges from industrial plant yards; immediate access roads and rail lines used or traveled by carriers of raw materials, manufactured products, waste material, or by-products used or created by the facility; material handling sites; refuse sites; sites used for the application or disposal of process waste waters (as defined at 40 CFR part 401); sites used for the storage and maintenance of material handling equipment; sites used for residual treatment, storage, or disposal; shipping and receiving areas; manufacturing buildings; storage areas (including tank farms) for raw materials, and intermediate and finished products; and areas where industrial activity has taken place in the past and significant materials remain and are exposed to storm water. 15/17 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - MARCH 1, 2018 TO FEBRUARY 28, 2023 For the categories of industries identified in paragraph (xi) of this definition, the term includes only storm water discharges from all the areas (except access roads and rail lines) that are listed in the previous sentence where material handling equipment or activities, raw materials, intermediate products, final products, waste materials, by-products, or industrial machinery are exposed to storm water. For the purposes of this paragraph, material handling activities include the storage, loading and unloading, transportation, or conveyance of any raw material, intermediate product, finished product, by-product, or waste product. The term excludes areas located on plant lands separate from the plant's industrial activities, such as office buildings and accompanying parking lots as long as the drainage from the excluded areas is not mixed with storm water drained from the above described areas. Industrial facilities (including industrial facilities that are Federally, State, or municipally owned or operated that meet the description of the facilities listed in these paragraphs (i)-(xi) of the definition) include those facilities designated under 40 CFR 122.26(a)(1)(v). The following categories of facilities are considered to be engaging in "industrial activity" for purposes of this definition; (i) Facilities subject to storm water effluent limitations guidelines, new source performance standards, or toxic pollutant effluent standards under 40 CFR Subchapter N (except facilities with toxic pollutant effluent standards which are exempted under category (xi) of this definition); (ii) Facilities classified as Standard Industrial Classifications 24 (except 2434), 26 (except 265 and 267), 28 (except 283 and 285), 29, 311, 32 (except 323), 33, 3441, 373; (iii). Facilities classified as Standard Industrial Classifications 10 through 14 (mineral industry) including active or inactive mining operations (except for areas of coal mining operations no longer meeting the definition of a reclamation area under 40 CFR 434.11(1) because the performance bond issued to the facility by the appropriate SMCRA authority has been released, or except for areas of non -coal mining operations which have been released from applicable State or Federal reclamation requirements after December 17, 1990) and oil and gas exploration, production, processing, or treatment operations, or transmission facilities that discharge storm water contaminated by contact with or that has come into contact with, any overburden, raw material, intermediate products, finished products, byproducts or waste products located on the site of such operations; (inactive mining operations are mining sites that are not being actively mined, but which have an identifiable owner/operator; inactive mining sites do not include sites where mining claims are being maintained prior to disturbances associated with the extraction, beneficiation, or processing of mined materials, nor sites where minimal activities are undertaken for the sole purpose of maintaining a mining claim); (iv) Hazardous waste treatment, storage, or disposal facilities, including those that are operating under interim status or a permit under Subtitle C of RCRA; (v) Landfills, land application sites, and open dumps that receive or have received any industrial wastes (waste that is received from any of the facilities described under this subsection) including those that are subject to regulation under Subtitle D of RCRA; (vi) facilities involved in the recycling of materials, including metal scrap yards, battery reclaimers, salvage yards, and automobile junkyards, including but limited to those classified as Standard Industrial Classification 5015 and 5093; (vii) Steam electric power generating facilities, including coal handling sites; (viii) Transportation facilities classified as Standard Industrial Classifications 40, 41, 42 (except 4221-4225), 43, 44, 45 and 5171 which have vehicle maintenance shops, equipment cleaning operations, or airport deicing operations. Only those portions of the facility that are either involved in vehicle maintenance (including vehicle rehabilitation, mechanical repairs, painting, fueling, and lubrication), equipment cleaning operations, airport deicing operations, or which are otherwise identified under paragraphs (i)-(vii) or (ix) -(xi) of this definition are associated with industrial activity; (ix) Treatment works treating domestic sewage or any other sewage sludge or wastewater treatment device or system, used in the storage treatment, recycling, and reclamation of municipal or 16/17 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - MARCH 1, 2018 TO FEBRUARY 28, 2023 domestic sewage, including land dedicated to the disposal of sewage sludge that are located within the confines of the facility, with a design flow of 1.0 mgd or more, or required to have an approved pretreatment program under 40 CFR 403. Not included are farm lands, domestic gardens or lands used for sludge management where sludge is beneficially reused and which are not physically located in the confines of the facility, or areas that are in compliance with 40 CFR 503; (x) Construction activity including clearing, grading and excavation activities except: operations that result in the disturbance of less than one acre of total land area which are not part of a larger common plan of development or sale; (xi) Facilities under Standard Industrial Classifications 20, 21, 22, 23, 2434, 25, 265, 267, 27, 283, 285, 30, 31 (except 311), 323, 34 (except 3441), 35, 36, 37 (except 373), 38, 39, 4221-4225, (and which are not otherwise included within categories (ii)-(x)); "Storm water discharge associated with industrial activity for construction activities" means activities that fall under subparagraph (x) in the definition of storm water discharge associated with industrial activity. "Topsoil" means the fertile, uppermost part of the soil containing significant organic matter largely devoid of debris and rocks and often disturbed in cultivation. "Uncontaminated groundwater" means water that is potable for humans, meets the narrative water quality standards in subrule 567-61.3(2) of the Iowa Administrative Code, contains no more than half the listed concentration of any pollutants in subrule 567- 61.3(3) of the IAC, has a pH of 6.5-9.0 and is located in soil or rock strata. "Water(s) of the State" means any stream, lake, pond, marsh, watercourse, waterway, well, spring, reservoir, aquifer, irrigation system, drainage system and any other body or accumulation of water, surface or underground, natural or artificial, public or private which are contained within, flow through or border upon the State of Iowa or any portion thereof. 17/17 Appendix B: Geotechnical Data Report City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 BRAUN I NTE RTEC Geotechnical Data Report Eagle Point Park Bioretention Facilities 2601 Shiras Avenue Dubuque, Iowa Prepared for EOR, Inc. Professional Certification: I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Iowa. My license renewal date is December 31, 2019. Justin Humke, PE Associate Principal/Project Engineer License Number: 23230 January 4, 2019 Project B1813256 Braun Intertec Corporation mo• o▪ • P.y :z a: D . JUSTIN • y m e HUMKE 23230 :-It 4.- .. '. • 1-Li- IA ,',oI,i4i /0`410k p��,• The Science You Build On. BRAUN INTERTEC The Science You Build On. Braun Intertec Corporation 1901 16th Avenue SW, Suite 2 Cedar Rapids, IA 52404 Phone: 319.365.0961 Fax: 319.365.1306 Web: braunintertec.com January 4, 2019 Project B1813256 Britta Hansen EOR, Inc. 7030 6th Street N. Oakdale, MN 55128 Re: Geotechnical Data Report Eagle Point Park Bioretention Facilities 2601 Shiras Ave Dubuque, Iowa Dear Ms. Hansen: We are pleased to present this Geotechnical Data Report for the proposed Bioretention Facility project at Eagle Point Park in Dubuque, Iowa. Thank you for making Braun Intertec your geotechnical consultant for this project. If you have questions about this report, or if there are other services that we can provide in support of our work to date, please contact Andrew Schweizer or Justin Humke at 319.365.0961 or jhumke@braunintertec.com. Sincerely, BRAUN INTERTEC CORPORATION Andrew Schweizer, PE Project Engineer Justin D. Humke, PE Associate Principal/Project Engineer Table of Contents Description Page A. Introduction 1 A.1. Project Description 1 A.2. Purpose 1 A.3. Background Information and Reference Documents 1 A.4. Scope of Services 2 B. Results 2 B.1. Geologic Overview 2 B.2. Boring Results 2 B.3. Groundwater 3 B.4. Laboratory Test Results 3 C. Procedures 3 C.1. Penetration Test Borings 3 C.2. Exploration Logs 4 C.2.a. Log of Boring Sheets 4 C.2.b. Geologic Origins 4 C.3. Material Classification and Testing 4 C.4. Groundwater Measurements 4 D. Qualifications 5 D.1. Variations in Subsurface Conditions 5 D.1.a. Material Strata 5 D.1.b. Groundwater Levels 5 D.2. Continuity of Professional Responsibility 5 D.2.a. Plan Review 5 D.2.b. Construction Observations and Testing 6 D.3. Use of Report 6 D.4. Standard of Care 6 Appendix Soil Boring Location Sketch Log of Boring Sheets, B-1 to B-4 Descriptive Terminology of Soil A. Introduction A.1. Project Description We understand the proposed bioretention facilities are still in preliminary design and final plans were not available at the time of this submittal. However, based on Concept Design Plans, we understand that the bioretention facilities will be located just to the north and south of existing park restrooms, on the west side of Memorial Lane. A.2. Purpose The purpose of this geotechnical investigation report is to characterize subsurface geologic conditions at selected boring locations. A.3. Background Information and Reference Documents We reviewed the following information: ■ An email containing requested scope, Concept Design, and existing topography from EOR dated December 11, 2018. ■ Concept Design dated November 28, 2018. ■ Soil Boring Location Exhibit prepared by EOR and provided to us on December 26, 2018. ■ Communications with EOR regarding project specifications. In addition to the provided sources, we have used several publicly available sources of information. We have described our understanding of the proposed construction and site to the extent others reported it to us. Depending on the extent of available information, we may have made assumptions based on our experience with similar projects. If we have not correctly recorded or interpreted the project details, the project team should notify us. EOR, Inc. Project B1813256 January 4, 2019 Page 2 A.4. Scope of Services We performed our scope of services for the project in accordance with our Proposal for a Geotechnical Investigation, dated December 11, 2018, and authorized on December 17, 2018. The following list describes the geotechnical tasks completed in accordance with our authorized scope of services. ■ Reviewing the background information and reference documents previously cited. ■ Clearing the exploration location of underground utilities. Staking the exploration locations and provided elevations and coordinates of boring locations based on proposed locations provided by EOR. The Soil Boring Location Sketch included in the Appendix shows the approximate locations of the borings. ■ Performing four (4) standard penetration test (SPT) borings, denoted as B-1 through B-4 to depths of 15 feet below existing grade. ■ Preparing this geotechnical data report containing a boring location sketch, logs of soil borings, and a summary of the soils encountered. B. Results B.1. Geologic Overview We based the geologic origins used in this report on the soil types and available common knowledge of the geological history of the site. We did not perform a detailed investigation of the geologic history for the site. B.2. Boring Results Table 1 provides a summary of the soil boring results in the general order we encountered the strata. Please refer to the Log of Boring sheets in the Appendix for additional details. The Descriptive Terminology sheets in the Appendix include definitions of abbreviations used in Table 1. B RAU N INTERTEC EOR, Inc. Project B1813256 January 4, 2019 Page 3 Table 1. Subsurface Profile Summary* Strata Soil Type - ASTM Classification Range of Penetration Resistances Commentary and Details Topsoil • Encountered in Boring SB-4. Thickness at this boring location was approximately 8 inches. Loess CL, CL-ML 4 BPF to 50 blows for 3 inches • General penetration resistance of 4 to 14 BPF, indicating a soft to stiff consistency. • Moisture condition generally moist. • Generally brown and light brown. • Encountered to boring termination depths of 15 feet below existing grade. • Generally contains trace amounts of sand. *Abbreviations defined in the attached Descriptive Terminology sheets. B.3. Groundwater Groundwater was not encountered within the completed borings. Therefore, we anticipate that groundwater will not be encountered during construction. The contractor should, however, be prepared to remove surface water that accumulates on the soils exposed in excavations. B.4. Laboratory Test Results Laboratory testing was included as part of our scope of services. C. Procedures C.1. Penetration Test Borings We drilled the penetration test borings with an ATV -mounted drill rig equipped with hollow -stem augers. We performed the borings in general accordance with ASTM D6151 taking penetration test samples at 2 %2 to 5-foot intervals in general accordance to ASTM D1586. The boring logs show the actual sample intervals and corresponding depths. B RAU N INTERTEC EOR, Inc. Project B1813256 January 4, 2019 Page 4 C.2. Exploration Logs C.2.a. Log of Boring Sheets The Appendix includes Log of Boring sheets for our penetration test borings. The logs identify and describe the penetrated geologic materials, present the results of penetration resistance tests, and groundwater measurements. We inferred strata boundaries from changes in the penetration test samples and the auger cuttings. Because we did not perform continuous sampling, the strata boundary depths are only approximate. The boundary depths likely vary away from the boring locations, and the boundaries themselves may occur as gradual rather than abrupt transitions. C.2.b. Geologic Origins We assigned geologic origins to the materials shown on the logs and referenced within this report, based on: (1) a review of the background information and reference documents cited above, (2) visual classification of the various geologic material samples retrieved during the course of our subsurface exploration, (3) penetration resistance testing performed for the project, and (4) available common knowledge of the geologic processes and environments that have impacted the site and surrounding area in the past. C.3. Material Classification and Testing We visually and manually classified the geologic materials encountered based on ASTM D2488. The Appendix includes a chart explaining the classification system we used. C.4. Groundwater Measurements The drillers checked for groundwater while advancing the penetration test borings as noted on the boring logs. B RAU N INTERTEC EOR, Inc. Project B1813256 January 4, 2019 Page 5 D. Qualifications D.1. Variations in Subsurface Conditions D.1.a. Material Strata We developed our evaluation, analyses and recommendations from a limited amount of site and subsurface information. It is not standard engineering practice to retrieve material samples from exploration locations continuously with depth. Therefore, we must infer strata boundaries and thicknesses to some extent. Strata boundaries may also be gradual transitions, and project planning should expect the strata to vary in depth, elevation and thickness, away from the exploration locations. Variations in subsurface conditions present between exploration locations may not be revealed until performing additional exploration work, or starting construction. If future activity for this project reveals any such variations, you should notify us so that we may reevaluate our recommendations. Such variations could increase construction costs, and we recommend including a contingency to accommodate them. D.1.b. Groundwater Levels We made groundwater measurements under the conditions reported herein and shown on the exploration logs, and interpreted in the text of this report. Note that the observation periods were relatively short, and project planning can expect groundwater levels to fluctuate in response to rainfall, flooding, irrigation, seasonal freezing and thawing, surface drainage modifications and other seasonal and annual factors. D.2. Continuity of Professional Responsibility D.2.a. Plan Review We based this report on a limited amount of information, and we made a number of assumptions to help us develop our recommendations. We should be retained to review the geotechnical aspects of the designs and specifications. This review will allow us to evaluate whether we anticipated the design correctly, if any design changes affect the validity of our recommendations, and if the design and specifications correctly interpret and implement our recommendations. B RAU N INTERTEC EOR, Inc. Project B1813256 January 4, 2019 Page 6 D.2.b. Construction Observations and Testing We recommend retaining us to perform the required observations and testing during construction. This will allow us to correlate the subsurface conditions exposed during construction with those encountered by the borings and provide professional continuity from the design phase to the construction phase. If we do not perform observations and testing during construction, it becomes the responsibility of others to validate the assumptions made during the preparation of this report and to accept the construction - related geotechnical engineer -of -record responsibilities. D.3. Use of Report This report is for the exclusive use of the addressed parties. Without written approval, we assume no responsibility to other parties regarding this report. Our evaluation, analyses and recommendations may not be appropriate for other parties or projects. D.4. Standard of Care In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. B RAU N INTERTEC Appendix SON 3df1S inrr DATE DRAWN BY AWS 1/4/2019 APPDBV JDH 1 /4/2019 JOB No. B1813256 DWG. NO. 1 SCALE NA SHEET 1 OF 1 Boring Location Sketch Proposed Bioretention Facilities Eagle Point Park 2601 Shiras Avenue Dubuque, Iowa B RAU N I NTE RTEC sketch 0 a) as 0 0 as 0 a) a) 0 a) a) 0 0 0 c E H a) 0 a) 0 a) a) LOG OF BORING N:\GINT\PROJECTS\CEDAR RAPIDS\2018\13256.GPJ BRAUN_V8_CURRENT.GDT 1/28/19 13:40 BRAU N' I NTE RTEC LOG OF BORING Braun Project B1813256 Geotechnical Exploration Eagle Point Park Dubuque, IA BORING: B-1 LOCATION: Latitude: 42.538002° Longitude: -90.648877° DRILLER: C.Gracey/B. Ward METHOD: 3 1/4" HSA, Autohammer DATE: 12/28/18 SCALE: 1" = 4' Elev. feet 817.0 Depth feet 0.0 Symbol Description of Materials (Soil-ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) BPF WL Tests or Notes 816 7 . 0.3 ,\ TS ♦' r 11 I qp = 2.0 tsf = 2.0 tsf j j jqp \Topsoil — — — _ — 809.0 8.0 CL LEAN CLAY, trace Sand and wood chunks, light brown, moist, stiff (Loess) I _ _ 802.0 15.0 CL- ML % SILTY CLAY, trace Sand, light brown, moist, stiff (Loess) —� 9 I — — _' 14 I END OF BORING. Water level not observed while drilling. Boring then backfilled. B1813256 Braun Intertec Corporation B-1 page 1 of 1 0 a) as 0 0 .ea as n x 0 a) a) a 0 0 c H a) 0 a) a) 0 a) a) 0 m co 1- z 00 v co Z 00 m (7 00 m ti m O N N 0 a 0 0 N H 0 O 00 1- Z_ Z O Z O m O O O BRAU N' I NTE RTEC LOG OF BORING Braun Project B1813256 Geotechnical Exploration Eagle Point Park Dubuque, IA BORING: B-2 LOCATION: Latitude: 42.537645° Longitude: -90.648846° DRILLER: C.Gracey/B. Ward METHOD: 3 1/4" HSA, Autohammer DATE: 12/28/18 SCALE: 1" = 4' Elev. feet 818.0 Depth feet 0.0 Symbol Description of Materials (Soil-ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) BPF WL Tests or Notes 817 7.,, 0.3,\ 6.5 TS .• 13 qP = 2.5 tsf qp = 2.5 tsf 50 blows for 3 inches. j \Topsoil — — _ — 811.5 CL LEAN CLAY, trace Sand, light brown, moist, stiff (Loess) 10 — — — - - 804.2 13.8 CL- ML % / SILTY CLAY, trace Sand, light brown, moist, stiff (Loess) to hard - - — R .k — — END OF BORING. Water level not observed while drilling. Boring then backfilled. B1813256 Braun Intertec Corporation B-2 page 1 of 1 0 a) as 0 0 as 0 x 0 a) a) 0 0 0 c H a) 0 a) a) 0 a) a) LOG OF BORING N:\GINT\PROJECTS\CEDAR RAPIDS\2018\13256.GPJ BRAUN_V8_CURRENT.GDT 1/28/19 13:40 BRAU N' I NTE RTEC LOG OF BORING Braun Project B1813256 Geotechnical Exploration Eagle Point Park Dubuque, IA BORING: B-3 LOCATION: Latitude: 42.536946° Longitude: -90.649084° DRILLER: C.Gracey/B. Ward METHOD: 3 1/4" NSA, Autohammer DATE: 12/28/18 SCALE: 1" = 4' Elev. feet 812.0 Depth feet 0.0 Symbol Description of Materials (Soil-ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) BPF WL Tests or Notes 811 7. 0_3,\ 7.5 TS . I 9 qP=3.0tsf = 4.0 tsf j j j j \Topsoil — — _ — — 804.5 CL LEAN CLAY, trace Sand, brown, moist, medium (Loess) to stiff 7 I _ — 15.0 CL- ML j j j j j j jqp j A SILTY CLAY, trace Sand, brown, moist, medium (Loess) to hard ' 8 I — — — _ 797.0 END OF BORING. Water level not observed while drilling. Boring then backfilled. B1813256 Braun Intertec Corporation B-3 page 1 of 1 0 a) as 0 0 .ea as n a) 0 a) a) a 0 0 c H a) 0 N a) 0 a) a) 0 00 co 1- z 00 v co Z 00 m (7 00 m ti m O N N 0 a 0 0 N H 0 O 00 1- Z_ Z O Z O m O O O BRAU N' I NTE RTEC LOG OF BORING Braun Project B1813256 Geotechnical Exploration Eagle Point Park Dubuque, IA BORING: B-4 LOCATION: Latitude: 42.536710° Longitude: -90.649188° DRILLER: C.Gracey/B. Ward METHOD: 3 1/4" HSA, Autohammer DATE: 12/28/18 SCALE: 1" = 4' Elev. feet 817.0 Depth feet 0.0 Symbol Description of Materials (Soil-ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) BPF WL Tests or Notes 816 7 . 0.3 ,\ TS ♦ \Topsoil ri 8 qP = 2.0 tsf p j j j j j j j j A — _ _ _ — _ 15.0 CL LEAN CLAY, trace Sand, brown, moist, soft to medium (Loess) _ 5 4 - 802.0 - - N L END OF BORING. Water level not observed while drilling. Boring then backfilled. B1813256 Braun Intertec Corporation B-4 page 1 of 1 Descriptive Terminology of Soil B RAU N INTERTEC The Science You Build On. Based on Standards ASTM D 2487-11/2488-09a (Unified Soil Classification System) Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" Soil Classification Group Symbol ° Group Name Coarse -grained Soils (more than 50% retained on No. 200 sieve) Gravels (More than 50% of coarse fraction retained on No. 4 sieve) Clean Gravels (Less than 5%fines) C„>_4 and 1<Cc<3° GW Well -graded gravel' D C„<4and/or (C,<1or c, > 3) GP Poorly graded gravel ' Gravels with Fines (More than 12%fines) Fines classify as ML or MH GM Silty gravel'ro Fines Classify as CL or CH GC Clayey gravel' ro Sands (50% or more coarse fraction passes No. 4 sieve) Clean Sands (Less than 5% finesH) Cu>_ 6 and 1 <Cc<_ 3° SW Well -graded sand' Cu < 6 and/or (C,<1 or C, > 3)° SP Poorly graded sand' Sands with Fines (More than 12% fines') Fines classify as ML or MH SM Silty sand' Fines classify as CL or CH SC Clayey sand`°' Fine-grained Soils (50% or more passes the No. 200 sieve) Silts and Clays (Liquid limit less than 50) Inorganic PI > 7 and plots on or above "A" line CL Lean clayKLM PI <4 or plots below "A" line ML SiIt0LM Organic Liquid Limit - oven dried OL Organic clay K L M N Liquid Limit - not dried <0.75 Organic silt KLMo Silts and Clays (Liquid limit 50 or more) Inorganic PI plots on or above "A" line CH Fat clayKLM PI plots below "A" line MH Elastic siltKLM Organic Liquid Limit - oven dried OH Organic clay KLM ° <0.75 Liquid Limit - not dried Organic silt KLMQ Highly Organic Soils Primarily org nic matter, dark in color, and organic odor PT I Peat A. Based on the material passing the 3-inch (75-mm) sieve. B. If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. C. Gravels with 5 to 12% fines require dual symbols: GW-GM well -graded gravel with silt GW-GC well -graded gravel with clay GP -GM poorly graded gravel with silt GP -GC poorly graded gravel with clay D. Cu = D60 / Dto Cc = (D30)2 / (Dio x D50) E. If soil contains >_ 15% sand, add "with sand" to group name. F. If fines classify as CL-ML, use dual symbol GC -GM or SC-SM. G. If fines are organic, add "with organic fines" to group name. H. Sands with 5 to 12% fines require dual symbols: SW-SM well -graded sand with silt SW -SC well -graded sand with clay SP-SM poorly graded sand with silt SP-SC poorly graded sand with clay I. If soil contains >_ 15% gravel, add "with gravel" to group name. 1. If Atterberg limits plot in hatched area, soil is CL-ML, silty clay. K. If soil contains 15 to < 30% plus No. 200, add "with sand" or "with gravel", whichever is predominant. L. If soil contains >_ 30% plus No. 200, predominantly sand, add "sandy" to group name. M. If soil contains >_ 30% plus No. 200 predominantly gravel, add "gravelly" to group name. N. PI >_ 4 and plots on or above "A" line. O. PI < 4 or plots below "A" line. P. PI plots on or above "A" line. Q. PI plots below "A" line 60 50 a 40 x 30 20 10 4 For classification of fine-grained soils and fine-grained fraction of coarse -grained Equation of "A" Horizontal at PI then PI = 0.73 - Equation of"U"- Vertical at LL = then PI = 0.9 - - line = 4 to LL (LL- 20) line 16 to PI (LL- 8) = 25.5, = 7, .4,, r s z O 0,)�� .1. , ' G� v - i ` MH oR OH ML oR OL / ,cc,r�///„.. 10 16 2D 30 40 50 60 79 LIQUID LIMIT ILL) lie 90 100 110 DD WD P200 Dry Density, pcf Wet Density, pcf % Passing #200 sieve OC qP MC Laboratory Tests Organic content, % Pocket penetrometer strength Moisture conent, % Particle Size Identification Boulders over 12" Cobbles 3" to 12" Gravel Coarse 3/4" to 3" (19.00 mm to 75.00 mm) Fine No. 4 to 3/4" (4.75 mm to 19.00 mm) Sand Coarse No. 10 to No. 4 (2.00 mm to 4.75 mm) Medium No. 40 to No. 10 (0.425 mm to 2.00 mm) Fine No. 200 to No. 40 (0.075 mm to 0.425 mm) No. 200 (0.075 mm) to .005 mm <.005 mm Silt Clay trace little with Relative ProportionsL, m 0 to 5% 6 to 14% >_ 15% Inclusion Thicknesses lens 0to 1/8" seam 1/8" to 1" layer over 1" Apparent Relative Density of Cohesionless Soils Very loose 0 to 4 BPF Loose 5 to 10 BPF Medium dense Dense Very dense 11 to 30 BPF 31 to 50 BPF over 50 BPF Consistency of Blows Approximate Unconfined Cohesive Soils Per Foot Compressive Strength Very soft 0 to 1 BPF < 1/4 tsf Soft 2 to 4 BPF 1/4 to 1/2 tsf Medium 5 to 8 BPF 1/2 to 1 tsf Stiff 9 to 15 BPF 1 to 2 tsf Very Stiff 16 to 30 BPF 2 to 4 tsf Hard over 30 BPF > 4 tsf Moisture Content: Dry: Absence of moisture, dusty, dry to the touch. Moist: Damp but no visible water. Wet: Visible free water, usually soil is below water table. Drilling Notes: BPF: Numbers indicate blows per foot recorded in standard penetration test, also known as "N" value. The sampler was set 6 inches into undisturbed soil below the hollow -stem auger. Driving resistances were then counted for second and third 6-inch increments, and added to get BPF. Partial Penetration: If the sampler cannot be driven the full 12 inches beyond the initial 6-inch set, the number of blows for that partial penetration is shown as "No./X" (i.e., 50/2"). If the sampler cannot be advanced beyond the initial 6-inch set, the depth of penetration will be recorded in the Notes column as "No. to set X" (i.e., 50 to set 4"). WH: WH indicates the sampler penetrated soil under weight of hammer and rods alone; driving not required. WR: WR indicates the sampler penetrated soil under weight of rods alone; hammer weight and driving not required. WL: WL indicates the water level measured by the drillers either while drilling or following drilling. PL LL PI Plastic limit, % Liquid limit, % Plasticity Index, % 1/2018 Appendix C: Construction Drawings Plan Sheets 1 through 25 of 25 City of Dubuque: Eagle Point Park Environmental Restoration Project — Phase 2 February 13, 2020 STATE OF IOWA {SS: DUBUQUE COUNTY CERTIFICATION OF PUBLICATION I, Suzanne Pike, a Billing Clerk for Woodward Communications, Inc., an Iowa corporation, publisher of the Telegraph Herald, a newspaper of general circulation published in the City of Dubuque, County of Dubuque and State of Iowa; hereby certify that the attached notice was published in said newspaper on the following dates: February 21, 2020, and for which the charge is $30.69 ele Subscribed to before me, a Notary Public in and for Dubuque County, Iowa, this ao day of , 20. Notary P J in and for Dubuque Coi Iowa. JANET K. PAPE Commission Number 199559 My Comm, Exp. DEC 11, 2022 CITY OF DUBUQUE,; IOWA OFFICIAL NOTICE NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATED COST FOR THE EAGLE POINT . PARK ,ENVI- RONMENTAL RESTO- RATION PROJECT: PHASE 2) BIORETEN- TION.`' `BASIN" `CON- STRUCTION, ' " TREE REMOVAL, AND ;NA- TIVE VEGETATION ESTABLISHMENT NOTICE 1S HEREBY GIVEN: The City Coun- cil of the City of Dubuque, Iowa will, hold ,a public hearing on the proposed plans, specifications, form of contract and estimated cost for the Eagle Point Park Environmental Restoration Project: Phase 2) Bioretention Basin Construction, Tree Removal, and Na- tive Vegetation Estab- Iishment, ` in •accor- dance with the provi- sions of ` Chapter ; 26, Code of Iowa, at 6:30 p.m.,•on the 2nd day. of March, 2020, in the His toric Federal Building Council Chambers (second floor), 350 West .6th Street, Dubuque, Iowa. The scope of the Project is as follows: The project is Phase 2) Bioretention Basin Construction, Tree Re- moval, and Native Veg- etation- Establishment for the Eagle Point Park Environmental Reston- tion,Project. Copies of supporting documents for the pub- lic hearing are on file in the City Clerk's Office, City Hall, 50 W. 13th St., Dubuque, Iowa, and may be viewed during normal working hours. Written comments re- garding the above pub- lic hearing may be submitted to the City Clerk's Office, 50'"'W. 13th St., Dubuque, IA 52001, on or before said time of -public hearing. At said ,time and place of-: public hearings all interested citizens and parties will be given arn-opJ or- tunity to be heard for or against said proposal. Individuals' with limit- ed English proficiency, vision, hearing ;' .or speech impairments' or requiring special assis- tance should contact the CityIClerks Office at (563) 589-4100, TDD/TTY ="(563) • ;690- 6678, ctyclerk@cityof- dubuque.org dubuque.org as soon as feasible. Deaf or hard -of -hearing indi- viduals can use Relay Iowa by dialing 7111Or (800) 735-2942. I Published by order' of the City Council given on the 17th day of February 2020. Kevin S. Firnstahl, City Clerk it 2/21