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19129 Smokey Point Blvd_PWD1547_2025
18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: R&B Developers Permit No.: PWD#1547 Review Date: 11-8-2018 Contact: Elden McCall Phone No.: 360-652-5820 Review Phase: 1 Rev Report Date: Reviewing Dept.: CED Applicant: Ray Phillips DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. NEH SWPP Please provide separate SWPP document referred to SWPP document submitted in the drainage report. 2. NEH Drainage Needs to include the summary table per our report Revised drainage report ( drainage information Report standards summary form added to beginning of report, before Section I) 3. NEH Drainage Need proposed basin exhibit that shows entire area Revised drainage report (Figure 3 added to Report draining to proposed facility and notes that it assumes Appendix with discussion in Section I, 90% impervious Developed conditions) 4. NEH Drainage MR 6 Include discussion kind of treatment required (basic, Revised drainage report (Added discussion to Report enhanced, phosphorus, oil) and how it is met. Section I, Developed Conditions) Include that all 90% impervious is being assumed to need treatment. 5. NEH Drainage Include design soil mix specification (on plans too) Revised drainage report ( discussion added to Report Section I, Developed Conditions and specifications Added to Section IV) 6. NEH Drainage Describe pretreatment Revised drainage report ( discussion added to Report Section I, Developed Conditions) 7. NEH Drainage Discuss depth to groundwater below facility Revised drainage report ( discussion added to Report Section I, Existing Conditions) 8. NEH Drainage MR 7 Include pond information here. (may repeat what is Revised drainage report (MR 7 Report in executive summary) size, wwhm information, infiltration rate, etc 9. JL Sheet C6 Please show all four 2" private force mains separately Revised Plans 10. JL Sheet C6 No profiles shown Revised Plans (Road profile for Smokey Point BLVD added to plans) 11. JL Sheet C6 Show existing conditions; the abandoned F/M, N / A per meeting with Nova existing F/M and gas main that are shown on the City of Arlington SR5/Smokey Point Rest Area Sanitary Sewer Extension Phase II Plans. Page 1 of 2 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: R&B Developers Permit No.: PWD#1547 Review Date: 11-8-2018 Contact: Elden McCall Phone No.: 360-652-5820 Review Phase: 1 Rev Report Date: Reviewing Dept.: CED Applicant: Ray Phillips DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 12. NEH Plans City of Arlington standards notes needed for general, Revised Plans construction, TESC, Storm, and Sewer. 13. NEH General Stormwater General Permit Required Revised Plans (Cl). The proposed area of disturbance is less than 1.0 acres. 14. NEH General Name of CESCL and License number needed Revised Plans to TBD and note to have CESCL assigned before or at pre-construction meeting 15. NEH Sheet C2 Include protection of infiltrating soils during Revised Plans construction. 16. NEH Sheet C3 SWPPP #6 Include protection of existing slopes in discussion Refer to SWPP Report for protection of existing slopes. 17. NEH Sheet C4 Amended soils specs needed on plans Revised Plans (CS) 18. NEH Sheet C4 Pipe material needs to be specified (must be Revised Plans (Notes added that pipe shall meet acceptable for 2' cover) City of Arlington standards, C4) 19. NEH Sheet C4 What is the proposed berm material made of, does it N/A per meeting with Nova need a key to prevent leaking through the sides? 20. NEH Sheet C4 Type 1 CB is not large enough for each lot to connect Revised Plans (C4) into. Demonstrate there is room for each lot to connect a 12" pipe into the structure(s) 21. NEH Sheet C4 Show 12" SD is large enough to pass flow from all lots Revised drainage report ( calculations added) at peak Page 2 of 2 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: R&B Developers Permit No.: PWD#1547 Review Date: 11-8-2018 Contact: Elden McCall Phone No.: 360-652-5820 Review Phase: 1 Rev Report Date: Reviewing Dept.: CED Applicant: Ray Phillips DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. NEH SWPP Please provide separate SWPP document referred to SWPP document submitted in the drainage report. 2. NEH Drainage Needs to include the summary table per our report Revised drainage report ( drainage information Report standards summary form added to beginning of report, before Section I) 3. NEH Drainage Need proposed basin exhibit that shows entire area Revised drainage report (Figure 3 added to Report draining to proposed facility and notes that it assumes Appendix with discussion in Section I, 90% impervious Developed conditions) 4. NEH Drainage MR 6 Include discussion kind of treatment required (basic, Revised drainage report (Added discussion to Report enhanced, phosphorus, oil) and how it is met. Section I, Developed Conditions) Include that all 90% impervious is being assumed to need treatment. 5. NEH Drainage Include design soil mix specification (on plans too) Revised drainage report ( discussion added to Report Section I, Developed Conditions and specifications Added to Section IV) 6. NEH Drainage Describe pretreatment Revised drainage report ( discussion added to Report Section I, Developed Conditions) 7. NEH Drainage Discuss depth to groundwater below facility Revised drainage report ( discussion added to Report Section I, Existing Conditions) 8. NEH Drainage MR 7 Include pond information here. (may repeat what is Revised drainage report (MR 7 Report in executive summary) size, wwhm information, infiltration rate, etc 9. JL Sheet C6 Please show all four 2" private force mains separately Revised Plans 10. JL Sheet C6 No profiles shown Revised Plans (Road profile for Smokey Point BLVD added to plans) 11. JL Sheet C6 Show existing conditions; the abandoned F/M, N / A per meeting with Nova existing F/M and gas main that are shown on the City of Arlington SR5/Smokey Point Rest Area Sanitary Sewer Extension Phase II Plans. Page 1 of 2 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: R&B Developers Permit No.: PWD#1547 Review Date: 11-8-2018 Contact: Elden McCall Phone No.: 360-652-5820 Review Phase: 1 Rev Report Date: Reviewing Dept.: CED Applicant: Ray Phillips DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 12. NEH Plans City of Arlington standards notes needed for general, Revised Plans construction, TESC, Storm, and Sewer. 13. NEH General Stormwater General Permit Required Revised Plans (Cl). The proposed area of disturbance is less than 1.0 acres. 14. NEH General Name of CESCL and License number needed Revised Plans to TBD and note to have CESCL assigned before or at pre-construction meeting 15. NEH Sheet C2 Include protection of infiltrating soils during Revised Plans construction. 16. NEH Sheet C3 SWPPP #6 Include protection of existing slopes in discussion Refer to SWPP Report for protection of existing slopes. 17. NEH Sheet C4 Amended soils specs needed on plans Revised Plans (CS) 18. NEH Sheet C4 Pipe material needs to be specified (must be Revised Plans (Notes added that pipe shall meet acceptable for 2' cover) City of Arlington standards, C4) 19. NEH Sheet C4 What is the proposed berm material made of, does it N/A per meeting with Nova need a key to prevent leaking through the sides? 20. NEH Sheet C4 Type 1 CB is not large enough for each lot to connect Revised Plans (C4) into. Demonstrate there is room for each lot to connect a 12" pipe into the structure(s) 21. NEH Sheet C4 Show 12" SD is large enough to pass flow from all lots Revised drainage report ( calculations added) at peak Page 2 of 2 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: R&B Developers Permit No.: PWD#1547 Review Date: 12-28-2018 Contact: Elden McCall Phone No.: 360-652-5820 Review Phase: 1 Rev Report Date: Reviewing Dept.: CED Applicant: Ray Phillips DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. JL Utility Plan Please show the abandoned force main, existing force main and gas main that are shown on the City of Arlington SR5/Smokey Point Rest Area Sanitary Sewer Extension Phase II plans. A snap shot is attached. Page 1 of 1 Civil File Checklist PWD#1547 Project Name: R&B Developers Performance Bond Required: ☒ Yes ☠No Amount: $66,503.75 x 150% = $99,755.63 ☠ROW Improvements ☒ TESC ☠Water ☒ Sewer ☒ Private Storm ☠Public Storm ☠Private/Public Landscaping Maintenance Bond Required: ☒ Yes ☠No Amount: $59,516.25 x 20% = $11,903.25 ☠ROW Improvements ☠Water ☒ Sewer ☒ Private Storm ☠Public Storm ☠Private/Public Landscaping As-Built Plans Required: ☒ Yes ☠No ROW Permit Required: ☒ Yes ☠No ROW Dedication Required: Easement Required: ☒ Yes ☠No Bill of Sale Required: ☒ Yes ☠No ☠Yes ☒ No ☒ Water ☒ Sewer ☒ Storm ☠Water ☒ Sewer ☠Storm Comments Action Date Notes Sent INTAKE SUBMITTAL 10/18/2018 11/8/2018 STAFF CIVIL PLAN REVIEW Click or tap to Click or tap to MEETING enter a date. enter a date. 1/10/2019 Click or tap to 2ND ROUND SUBMITTAL enter a date. Click or tap to Click or tap to 3RD ROUND SUBMITTAL enter a date. enter a date. 1/10/2019 Click or tap to PRE-CONSTRUCTION LETTER SENT enter a date. Performance Bond Received 2/15/2019 PB# 383901S 2/19/2019 Click or tap to 02/27/2019 Storm approved NH Material Submittals enter a date. Click or tap to Click or tap to Special Inspector Contact Info enter a date. enter a date. 2/19/2019 Click or tap to Contractor Business License enter a date. Click or tap to Contractor Proof of Insurance enter a date. Page | 1 10/2020REV Civil File Checklist 2/19/2019Cli ck or tap to enter a date. 2/19/2019 Click or tap to Caprice Hochstrasser EF8182119 exp CESCL enter a date. 11/15/2019 Click or tap to Click or tap to ROW PERMIT ISSUED enter a date. enter a date. 1/31/2019 Click or tap to CONSTRUCTION PLANS APPROVED enter a date. Click or tap to Click or tap to PRE-CONSTRUCTION MEETING enter a date. enter a date. No As-built Review Click or tap to Click or tap to CONSTRUCTION COMPLETE enter a date. enter a date. AUTOCAD OF CONSTRUCTION Click or tap to Click or tap to PLANS TO GIS enter a date. enter a date. Click or tap to Click or tap to PERFORMANCE BOND RELEASE enter a date. enter a date. MAINTENANCE BOND RECEIVED Click or tap to enter a date. MAINTENANVE BOND RELEASED Click or tap to enter a date. As-built Review PROJECT CLOSE-OUT LETTER SENT 9/28/2020 AS-BUILT INTAKE 11/24/2020 12/21/2020 (ROUTE W/ BILL OF SALE) 12/1/2020 Route for review with as-built resubmittal Received Bill of Sale W/SS/SD 1/13/2021 As-Builts approved. Need Stormwater pond 2ND ROUND SUBMITTAL easement prior to closeout. Click or tap to 3RD ROUND SUBMITTAL enter a date. BILLS OF SALE Draft final Bills of Sale and 3/15/2021 Sewer only Owners Signature email/pick up – Owner 3/29/2021 Executed & Rec’d signature (notarized) Click or tap to 3/9/2021 As-built Plans sent to Ryan Signed Ryan enter a date. 3/15/2021 AutoCAD Filed 3/29/2021 AutoCAD Files Requested Rec’d RECEIVED EASEMENT LEGAL Click or tap to SEE NOTES BELOW DESCRIPTION AND EXHIBIT MAP enter a date. Sent Easement Legal Click or tap to GIS Approved Description and Exhibit Map enter a date. to GIS for review ☠Yes ☠No Page | 2 10/2020REV Civil File Checklist Click or tap to Conformed Copy Draft Easement and email or enter a date. Received & sent to 3/29/2021 Owner pick up for recording City Clerk RECEIVED DEDICATION LEGAL Click or tap to DESCRIPTION AND EXHIBIT MAP enter a date. Click or tap to Council Exhibit GIS Approved Sent Dedication to GIS for enter a date. Map rec’d review ☠Yes ☠No ☠Yes ☠No Click or tap to Click or tap to Dedication Documents – email enter a date. Council W/S Date: enter a date. to Marc and provide hard Council Mtg. Date: Click or tap to copy enter a date. Click or tap to Draft Deed and mail/pick up Owners Signature Click or tap to enter a date. Owner Signature (notarized) Executed & Rec’d enter a date. Click or tap to Returned - Mayor Draft RETA & send with Deed Click or tap to enter a date. Signature Date on to Mayor for Signature enter a date. RETA Conformed Copy Owner pick up Deed and Click or tap to Click or tap to Received & sent RETA for recording enter a date. enter a date. to Clerk Comments Action Date Notes Sent Click or tap to Click or tap to PUNCH-LIST ITEMS enter a date. enter a date. Complete ☠Yes ☠No Complete ☠Yes ☠No Complete ☠Yes ☠No Complete ☠Yes ☠No Complete ☠Yes ☠No Complete ☠Yes ☠No Complete ☠Yes ☠No Complete ☠Yes ☠No Complete ☠Yes ☠No Complete ☠Yes ☠No Complete ☠Yes ☠No Complete ☠Yes ☠No Complete ☠Yes ☠No Complete ☠Yes ☠No Complete ☠Yes ☠No Complete ☠Yes ☠No Click or tap to WATER FINAL APPROVAL ☠Yes ☠No enter a date. Click or tap to SANITARY SEWER FINAL APPROVAL ☠Yes ☠No enter a date. Page | 3 10/2020REV Civil File Checklist Click or tap to FINAL PUNCHLIST APPROVAL ☠Yes ☠No enter a date. Click or tap to CONSTRUCTION COMPLETE enter a date. FINAL BILL OF SALES TO FINANCE 3/29/2021 ☒ Yes ☠No Click or tap to FINAL DOCUMENTS TO GIS enter a date. Statutory Warranty Deed (pdf) ☠Yes ☒No Water Easement (pdf) ☠Yes ☒No Sewer Easement (pdf) ☠Yes ☒No Storm Easement (pdf) ☠Yes ☒No Water Bill of Sale (pdf) ☠Yes ☒No Sewer Bill of Sale (pdf) ☒ Yes â˜No Storm Bill of Sale (pdf) ☠Yes ☒No Approved As-built AutoCAD ☒ Yes â˜No Files (dwg) MAINTENANCE BOND RECEIVED 3/29/2021 MB# 47K004525 PERFORMANCE BOND RELEASED 3/29/2021 PB# 383901S MAINTENANCE BOND INSPECTION Click or tap to REQUESTED enter a date. Maintenance Bond Inspection Click or tap to Complete enter a date. Click or tap to Maintenance Bond Release Date enter a date. Maintenance Bond Actual Click or tap to Release enter a date. NOTES 12/01/2020 Received sewer bill of sale. Routed for review. 12/21/2020 Sent applicant As-Built review comments. 1/13/2021 Received as-built hard copies. Emailed for electronics. 1/13/2021 Emailed Steve Pfeiffle to see if he had an easement and maintenance agreement on Lot 4 for Lots 1,2,3 for the storm water pond 1/29/2021 Replied to Steve P. – stormwater pond easement is required for closeout Page | 4 10/2020REV PLATPLU-01 ROCHOA DATE (MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 02/14/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: Hub International Northwest LLC PHONE (425) 489-4500 FAX (425) 485-8489 12100 NE 195th Street, Suite 200 (A/C, No, Ext): (A/C, No): Bothell, WA 98011 E-MAIL now.info@hubinternational.com ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A :Continental Casualty Company 20443 INSURED INSURER B :Valley Forge Insurance Company 20508 Plats Plus, Inc. INSURER C : 720 Cedar Avenue, 720-C INSURER D : Marysville, WA 98270 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR 2091645960 06/30/2018 06/30/2019 DAMAGE TO RENTED 100,000 X X PREMISES (Ea occurrence) $ X STOP GAP LIAB 15,000 MED EXP (Any one person) $ 1,000,000 PERSONAL & ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY X PRO-JECT LOC PRODUCTS - COMP/OP AGG 2,000,000 $ OTHER: $ B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 (Ea accident) $ X ANY AUTO X X 2092494794 06/30/2018 06/30/2019 BODILY INJURY (Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION PER X OTH- AND EMPLOYERS' LIABILITY STATUTE ER Y / N 2091645960 06/30/2018 06/30/2019 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N / A 1,000,000 (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ If yes, describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Re: Sewer Extension of 19129 Smokey Point Blvd City of Arlington Public Works and R & D Developers are added as addtional insured per the attached endorsements. Primary and non-contributory and Waiver of subrgation apply. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Arlington Public Works ACCORDANCE WITH THE POLICY PROVISIONS. 18204 59th Ave NE #B Arlington, WA 98223 AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CNA PARAMOUNT Contractors' General Liability Extension Endorsement It isunderstood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows. If any other endorsement attached to this policy amends any provision also amended by this endorsement, then that other endorsement controls with respect to such provision, and the changes made by this endorsement with respect to such provision do not apply. TABLE OF CONTENTS 1. Additional Insureds 2. Additional Insured - Primary And Non-Contributory To Additional Insured's Insurance 3. Bodily Injury – Expanded Definition 4. Broad Knowledge of Occurrence/ Notice of Occurrence 5. Broad Named Insured 6. Broadened Liability Coverage For Damage To Your Product And Your Work 7. Contractual Liability - Railroads 8. Electronic Data Liability 9. Estates, Legal Representatives and Spouses 10. Expected Or Intended Injury – Exception for Reasonable Force 11. General Aggregate Limits of Insurance – Per Project 12. In Rem Actions 13. Incidental Health Care Malpractice Coverage 14. Joint Ventures/Partnership/Limited Liability Companies 15. Legal Liability – Damage To Premises / Alienated Premises / Property In The Named Insured's Care, Custody or Control 16. Liquor Liability 17. Medical Payments 18. Non-owned Aircraft Coverage 19. Non-owned Watercraft 20. Personal And Advertising Injury – Discrimination or Humiliation 10020006020916459603761 21. Personal And Advertising Injury - Contractual Liability 22. Property Damage - Elevators 23. Supplementary Payments 24. Unintentional Failure To Disclose Hazards 25. Waiver of Subrogation – Blanket 26. Wrap-Up Extension: OCIP CCIP, or Consolidated (Wrap-Up) Insurance Programs CNA74705XX (1-15) Policy No: 2091645960 Page 1of17 Endorsement No: 1 CONTINENTAL CASUALTY COMPANY Effective Date: 06/30/2018 Insured Name: PLATS PLUS INC. CopyrightCNAAll Rights Reserved. Includes copyrighted material ofInsurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors' General Liability Extension Endorsement 1. ADDITIONAL INSUREDS a. WHO IS AN INSURED is amended to include as an Insured any person or organization described in paragraphs A. through H. below whom a Named Insured is required to add as an additional insured on this Coverage Part under a written contract or written agreement, provided such contract or agreement: (1) iscurrently ineffect or becomes effective during the term of thisCoverage Part;and (2) was executed prior to: (a) the bodily injury or property damage;or (b) the offense that caused the personal and advertising injury, for which such additional insured seeks coverage. b. However, subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer willnot provide such additional insured with: (1) a higher limitof insurance than required by such contract or agreement; or (2) coverage broader than required by such contract or agreement, and in no event broader than that described by the applicable paragraph A. through H. below. Any coverage granted by thisendorsement shallapply only to the extent permissible by law. A. Controlling Interest Any person or organization witha controlling interest ina Named Insured,but only with respect to such person or organization's liabilityfor bodily injury,property damage or personal and advertising injury arising out of: 1. such person or organization's financialcontrol of a Named Insured;or 2. premises such person or organization owns, maintains or controls while a Named Insured leases or occupies such premises; provided that the coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of,or for such additional insured. B. Co-owner of Insured Premises A co-owner of a premises co-owned by a Named Insured and covered under this insurance but only with respect to such co-owner's liability for bodily injury, property damage or personal and advertising injury as co-owner of such premises. C. Lessor of Equipment Any person or organization from whom a Named Insured leases equipment, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused, in whole or in part, by the Named Insured's maintenance, operation or use of such equipment, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. D. Lessor of Land Any person or organization from whom a Named Insured leases land but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such land, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. The CNA74705XX (1-15) Policy No: 2091645960 Page 2of17 Endorsement No: 1 CONTINENTAL CASUALTY COMPANY Effective Date: 06/30/2018 Insured Name: PLATS PLUS INC. CopyrightCNAAll Rights Reserved. Includes copyrighted material ofInsurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors' General Liability Extension Endorsement coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of,or for such additional insured. E. Lessor of Premises An owner or lessor of premises leased to the Named Insured, or such owner or lessor's real estate manager, but only withrespect to liabilityfor bodily injury,property damage or personal and advertising injury arising out of the ownership, maintenance or use of such part of the premises leased to the Named Insured, and provided that the occurrence giving riseto such bodily injury or property damage,or the offense giving riseto such personal and advertising injury, takes place prior to the termination of such lease. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of,or for such additional insured. F. Mortgagee, Assignee or Receiver A mortgagee, assignee or receiver of premises but only with respect to such mortgagee, assignee or receiver's liability for bodily injury, property damage or personal and advertising injury arising out of the Named Insured's ownership, maintenance, or use of a premises by a Named Insured. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of,or for such additional insured. G. State or Governmental Agency or Subdivision or Political Subdivisions – Permits A state or governmental agency or subdivision or politicalsubdivision that has issued a permit or authorization but only with respect to such state or governmental agency or subdivision or political subdivision's liability for bodily injury,property damage or personal and advertising injury arising out of: 1. the following hazards in connection with premises a Named Insured owns, rents, or controls and to which thisinsurance applies: a. the existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoistaway openings, sidewalk vaults,street banners, or decorations and similarexposures; or b. the construction, erection, or removal of elevators; or c. the ownership, maintenance or use of any elevators covered by thisinsurance; or 2. the permitted or authorized operations performed by a Named Insured or on a Named Insured's behalf. The coverage granted by thisparagraph does not apply to: 10020006020916459603762a. Bodily injury,property damage or personal and advertising injury arising out of operations performed for the state or governmental agency or subdivision or politicalsubdivision; or b. Bodily injury or property damage included withinthe products-completed operations hazard. With respect to this provision's requirement that additional insured status must be requested under a written contract or agreement, the Insurer will treat as a written contract any governmental permit that requires the Named Insured to add the governmental entityas an additional insured. H. Trade Show Event Lessor 1. With respect to a Named Insured's participation ina trade show event as an exhibitor, presenter or displayer, any person or organization whom the Named Insured isrequired to include as an additional insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury caused by: CNA74705XX (1-15) Policy No: 2091645960 Page 3of17 Endorsement No: 1 CONTINENTAL CASUALTY COMPANY Effective Date: 06/30/2018 Insured Name: PLATS PLUS INC. CopyrightCNAAll Rights Reserved. Includes copyrighted material ofInsurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors' General Liability Extension Endorsement a. the Named Insured's acts or omissions; or b. the acts or omissions of those acting on the Named Insured's behalf, in the performance of the Named Insured's ongoing operations at the trade show event premises during the trade show event. 2. The coverage granted by this paragraph does not apply to bodily injury or property damage included within the products-completed operations hazard. 2. ADDITIONAL INSURED - PRIMARY AND NON-CONTRIBUTORY TO ADDITIONAL INSURED'S INSURANCE The Other Insurance Condition in the COMMERCIAL GENERAL LIABILITY CONDITIONS Section is amended to add the followingparagraph: If the Named Insured has agreed in writing in a contract or agreement that this insurance is primary and non- contributory relative to an additional insured's own insurance, then this insurance is primary, and the Insurer will not seek contribution from that other insurance. For the purpose of this Provision 2., the additional insured's own insurance means insurance on which the additional insured is a named insured. Otherwise, and notwithstanding anything to the contrary elsewhere in this Condition, the insurance provided to such person or organization is excess of any other insurance available to such person or organization. 3. BODILY INJURY – EXPANDED DEFINITION Under DEFINITIONS,the definitionof bodily injury isdeleted and replaced by the following: Bodily injury means physical injury, sickness or disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury sustained by that person at any time which results as a consequence of the physical injury,sickness or disease. 4. BROAD KNOWLEDGE OF OCCURRENCE/ NOTICE OF OCCURRENCE Under CONDITIONS,the condition entitled Duties in The Event of Occurrence, Offense, Claim or Suit is amended to add the followingprovisions: A. BROAD KNOWLEDGE OF OCCURRENCE The Named Insured must give the Insurer or the Insurer's authorized representative notice of an occurrence, offense or claim only when the occurrence, offense or claim is known to a natural person Named Insured, to a partner, executive officer, manager or member of a Named Insured, or an employee designated by any of the above to give such notice. B. NOTICE OF OCCURRENCE The Named Insured's rights under this Coverage Part will not be prejudiced if the Named Insured fails to give the Insurer notice of an occurrence, offense or claim and that failure is solely due to the Named Insured's reasonable belief that the bodily injury or property damage is not covered under this Coverage Part. However, the Named Insured shall give written notice of such occurrence, offense or claim to the Insurer as soon as the Named Insured isaware that thisinsurance may apply to such occurrence,offense or claim. 5. BROAD NAMED INSURED WHO IS AN INSURED isamended to delete itsParagraph 3. in itsentirety and replace it withthe following: 3. Pursuant to the limitations described in Paragraph 4. below, any organization in which a Named Insured has management control: a. on the effective date of thisCoverage Part;or CNA74705XX (1-15) Policy No: 2091645960 Page 4of17 Endorsement No: 1 CONTINENTAL CASUALTY COMPANY Effective Date: 06/30/2018 Insured Name: PLATS PLUS INC. CopyrightCNAAll Rights Reserved. Includes copyrighted material ofInsurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors' General Liability Extension Endorsement b. by reason of a Named Insured creating or acquiring the organization during the policy period, qualifies as a Named Insured, provided that there is no other similar liability insurance, whether primary, contributory, excess, contingent or otherwise, which provides coverage to such organization, or which would have provided coverage but for the exhaustion of its limit, and without regard to whether its coverage is broader or narrower than that provided by thisinsurance. But thisBROAD NAMED INSURED provision does not apply to: (a) any partnership, limited liabilitycompany or jointventure; or (b) any organization for which coverage isexcluded by another endorsement attached to thisCoverage Part. For the purpose of thisprovision, management control means: A. owning interests representing more than 50% of the voting, appointment or designation power for the selection of a majority of the Board of Directors of a corporation; or B. having the right, pursuant to a written trust agreement, to protect, control the use of, encumber or transfer or sellproperty held by a trust. 4. With respect to organizations which qualify as Named Insureds by virtue of Paragraph 3. above, this insurance does not apply to: a. bodily injury or property damage that first occurred prior to the date of management control, or that first occurs after management control ceases; nor b. personal or advertising injury caused by an offense that first occurred prior to the date of management control or that firstoccurs after management control ceases. 5. The insurance provided by this Coverage Part applies to Named Insureds when trading under their own names or under such other trading names or doing-business-as names (dba) as any Named Insured should choose to employ. 6. BROADENED LIABILITY COVERAGE FOR DAMAGE TO YOUR PRODUCT AND YOUR WORK A. Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions isamended to delete exclusions k. and I.and replace them withthe following: This insurance does not apply to: k. Damage to Your Product Property damage to your product arising out of it,or any part of itexcept when caused by or resulting from: 10020006020916459603763 (1) fire; (2) smoke; (3) collapse; or (4) explosion. I. Damage to Your Work Property damage to your work arising out of it, or any part of it and included in the products-completed operations hazard. This exclusion does not apply: (1) If the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor; or CNA74705XX (1-15) Policy No: 2091645960 Page 5of17 Endorsement No: 1 CONTINENTAL CASUALTY COMPANY Effective Date: 06/30/2018 Insured Name: PLATS PLUS INC. CopyrightCNAAll Rights Reserved. Includes copyrighted material ofInsurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors' General Liability Extension Endorsement (2) Ifthe cause of lossto the damaged work arises as a result of: (a) fire; (b) smoke; (c) collapse; or (d) explosion. B. The followingparagraph isadded to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for the sum of damages arising out of any one occurrence because of property damage to your product and your work that is caused by fire, smoke, collapse or explosion and is included within the product-completed operations hazard. This sublimit does not apply to property damage to your work if the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor. C. This Broadened Liability Coverage For Damage To Your Product And Your Work Provision does not apply if an endorsement of the same name isattached to this policy. 7. CONTRACTUAL LIABILITY – RAILROADS With respect to operations performed within 50 feet of railroad property, the definition of insured contract is replaced by the following: Insured Contract means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured withpermission of the owner isnot an insured contract; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to the Named Insured's business (including an indemnification of a municipality in connection with work performed for a municipality) under which the Named Insured assumes the tort liability of another party to pay for bodily injury or property damage to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f.does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injuryor damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, fieldorders, change orders or drawings and specifications;or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; (2) Under which the Insured,if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in (1) above and supervisory, inspection, architectural or engineering activities. 8. ELECTRONIC DATA LIABILITY CNA74705XX (1-15) Policy No: 2091645960 Page 6of17 Endorsement No: 1 CONTINENTAL CASUALTY COMPANY Effective Date: 06/30/2018 Insured Name: PLATS PLUS INC. CopyrightCNAAll Rights Reserved. Includes copyrighted material ofInsurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors' General Liability Extension Endorsement A. Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions isamended to delete exclusion p. Electronic Data and replace it withthe following: This insurance does not apply to: p. Access Or Disclosure Of Confidential Or Personal Information And Data-related Liability Damages arising out of: (1) any access to or disclosure of any person's or organization's confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information; or (2) the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate electronic data that does not result from physical injuryto tangible property. However, unless Paragraph (1) above applies, this exclusion does not apply to damages because of bodily injury. This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relation expenses or any other loss, cost or expense incurred by the Named Insured or others arising out of that which isdescribed inParagraph (1) or (2) above. B. The followingparagraph isadded to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for all damages arising out of any one occurrence because of property damage that results from physical injury to tangible property and arises out of electronic data. C. The following definition isadded to DEFINITIONS: Electronic data means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), hard or floppy disks, CD-ROMS, tapes, drives, cells,data processing devices or any other media which are used with electronicallycontrolled equipment. D. For the purpose of the coverage provided by this ELECTRONIC DATA LIABILITY Provision, the definition of property damage inDEFINITIONS isreplaced by the following: Property damage means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shallbe deemed to occur at the time of the physical injurythat caused it; b. Loss of use of tangible property that isnot physically injured. All such loss of use shall be deemed to occur at 10020006020916459603764the time of the occurrence that caused it;or c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate electronic data, resulting from physical injury to tangible property. All such loss of electronic data shall be deemed to occur at the time of the occurrence that caused it. For the purposes of thisinsurance, electronic data isnot tangible property. E. If Electronic Data Liability is provided at a higher limit by another endorsement attached to this policy, then the $100,000 limit provided by this ELECTRONIC DATA LIABILITY Provision is part of, and not in addition to, that higher limit. 9. ESTATES, LEGAL REPRESENTATIVES, AND SPOUSES The estates, heirs, legal representatives and spouses of any natural person Insured shall also be insured under this policy; provided, however, coverage is afforded to such estates, heirs, legal representatives, and spouses only for CNA74705XX (1-15) Policy No: 2091645960 Page 7of17 Endorsement No: 1 CONTINENTAL CASUALTY COMPANY Effective Date: 06/30/2018 Insured Name: PLATS PLUS INC. CopyrightCNAAll Rights Reserved. Includes copyrighted material ofInsurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors' General Liability Extension Endorsement claims arising solely out of their capacity or status as such and, in the case of a spouse, where such claim seeks damages from marital community property, jointly held property or property transferred from such natural person Insured to such spouse. No coverage is provided for any act, error or omission of an estate, heir, legal representative, or spouse outside the scope of such person's capacity or status as such, provided however that the spouse of a natural person Named Insured and the spouses of members or partners of joint venture or partnership Named Insureds are Insureds with respect to such spouses' acts, errors or omissions in the conduct of the Named Insured's business. 10. EXPECTED OR INTENDED INJURY – EXCEPTION FOR REASONABLE FORCE Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions isamended to delete the exclusion entitledExpected or Intended Injury and replace it withthe following: This insurance does not apply to: Expected or Intended Injury Bodily injury or property damage expected or intended from the standpoint of the Insured. This exclusion does not apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property. 11. GENERAL AGGREGATE LIMITS OF INSURANCE - PER PROJECT A. For each construction project away from premises the Named Insured owns or rents, a separate Construction Project General Aggregate Limit, equal to the amount of the General Aggregate Limit shown in the Declarations, isthe most the Insurer willpay for the sum of: 1. Alldamages under Coverage A,except damages because of bodily injury or property damage included in the products-completed operations hazard;and 2. Allmedical expenses under Coverage C, that arise from occurrences or accidents which can be attributed solelyto ongoing operations at that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations, nor the Construction Project General Aggregate Limit of any other construction project. B. All: 1. Damages under Coverage B,regardless of the number of locations or construction projects involved; 2. Damages under Coverage A, caused by occurrences which cannot be attributed solely to ongoing operations at a single construction project, except damages because of bodily injury or property damage included inthe products-completed operations hazard;and 3. Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a single construction project, willreduce the General Aggregate Limit shown inthe Declarations. C. The limits shown in the Declarations for Each Occurrence, for Damage To Premises Rented To You and for Medical Expense continue to apply, but will be subject to either the Construction Project General Aggregate Limit or the General Aggregate Limit shown in the Declarations, depending on whether the occurrence can be attributed solelyto ongoing operations at a particular construction project. D. When coverage for liability arising out of the products-completed operations hazard is provided, any payments for damages because of bodily injury or property damage included in the products-completed operations hazard will reduce the Products-Completed Operations Aggregate Limit shown in the Declarations, regardless of the number of projects involved. CNA74705XX (1-15) Policy No: 2091645960 Page 8of17 Endorsement No: 1 CONTINENTAL CASUALTY COMPANY Effective Date: 06/30/2018 Insured Name: PLATS PLUS INC. CopyrightCNAAll Rights Reserved. Includes copyrighted material ofInsurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors' General Liability Extension Endorsement E. If a single construction project away from premises owned by or rented to the Insured has been abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will stillbe deemed to be the same construction project. F. The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. 12. IN REM ACTIONS A quasi in rem action against any vessel owned or operated by or for the Named Insured, or chartered by or for the Named Insured, will be treated in the same manner as though the action were in personam against the Named Insured. 13. INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE Solely withrespect to bodily injury that arises out of a health care incident: A. Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Insuring Agreement isamended to replace Paragraphs 1.b.(1) and 1.b.(2) withthe following: b. This insurance applies to bodily injury provided that the professional health care services are incidental to the Named Insured's primary business purpose, and only if: (1) such bodily injury iscaused by an occurrence that takes place inthe coverage territory. (2) the bodily injury first occurs during the policy period.All bodily injury arising from an occurrence will be deemed to have occurred at the time of the first act, error, or omission that is part of the occurrence; and B. Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions isamended to: i. add the followingto the Employers Liability exclusion: This exclusion applies only if the bodily injury arising from a health care incident is covered by other liability insurance available to the Insured (or which would have been available but for exhaustion of its limits). ii. delete the exclusion entitledContractual Liability and replace it withthe following: This insurance does not apply to: Contractual Liability the Insured's actual or alleged liability under any oral or written contract or agreement, including but not 10020006020916459603765 limitedto express warranties or guarantees. iii. add the followingadditional exclusions: This insurance does not apply to: Discrimination any actual or alleged discrimination, humiliation or harassment, including but not limited to claims based on an individual's race, creed, color, age, gender, national origin, religion, disability, marital status or sexual orientation. Dishonesty or Crime Any actual or alleged dishonest, criminal or malicious act,error or omission. Medicare/Medicaid Fraud CNA74705XX (1-15) Policy No: 2091645960 Page 9of17 Endorsement No: 1 CONTINENTAL CASUALTY COMPANY Effective Date: 06/30/2018 Insured Name: PLATS PLUS INC. CopyrightCNAAll Rights Reserved. Includes copyrighted material ofInsurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors' General Liability Extension Endorsement any actual or alleged violation of law with respect to Medicare, Medicaid, Tricare or any similar federal, state or localgovernmental program. Services Excluded by Endorsement Any health care incident for which coverage isexcluded by endorsement. C. DEFINITIONS isamended to: i. add the following definitions: Health care incident means an act, error or omission by the Named Insured's employees or volunteer workers inthe rendering of: a. professional health care services on behalf of the Named Insured or b. Good Samaritan services rendered inan emergency and for which no payment isdemanded or received. Professional health care services means any health care services or the related furnishing of food, beverages, medical supplies or appliances by the following providers in their capacity as such but solely to the extent they are duly licensed as required: a. Physician; b. Nurse; c. Nurse practitioner; d. Emergency medical technician; e. Paramedic; f. Dentist; g. Physical therapist; h. Psychologist; i. Speech therapist; j. Other alliedhealth professional; or Professional health care services does not include any services rendered in connection with human clinical trialsor product testing. ii. delete the definitionof occurrence and replace it withthe following: Occurrence means a health care incident.All acts, errors or omissions that are logically connected by any common fact,circumstance, situation,transaction, event, advice or decision will be considered to constitute a single occurrence; iii. amend the definitionof Insured to: a. add the following: the Named Insured's employees are Insureds withrespect to: (1) bodily injury to a co-employee while in the course of the co-employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; and CNA74705XX (1-15) Policy No: 2091645960 Page 10 of 17 Endorsement No: 1 CONTINENTAL CASUALTY COMPANY Effective Date: 06/30/2018 Insured Name: PLATS PLUS INC. CopyrightCNAAll Rights Reserved. Includes copyrighted material ofInsurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors' General Liability Extension Endorsement (2) bodily injury to a volunteer worker while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. the Named Insured's volunteer workers are Insureds withrespect to: (1) bodily injury to a co-volunteer worker while performing duties related to the conduct of the Named Insured's business; and (2) bodily injury to an employee while in the course of the employee's employment by the Named Insured or whileperforming duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. b. delete Subparagraphs (a),(b),(c) and (d) of Paragraph 2.a.(1) of WHO IS AN INSURED. D. The Other Insurance condition is amended to delete Paragraph b.(1) in its entirety and replace it with the following: Other Insurance b. Excess Insurance (1) To the extent this insurance applies, it is excess over any other insurance, self insurance or risk transfer instrument, whether primary, excess, contingent or on any other basis, except for insurance purchased specificallyby the Named Insured to be excess of thiscoverage. 14. JOINT VENTURES / PARTNERSHIP / LIMITED LIABILITY COMPANIES WHO IS AN INSURED isamended to delete its lastparagraph and replace it withthe following: No person or organization isan Insured withrespect to the conduct of any current or past partnership, joint venture or limited liabilitycompany that is not shown as a Named Insured in the Declarations, except that if the Named Insured was a joint venturer, partner, or member of a limited liability company and such joint venture, partnership or limited liability company terminated prior to or during the policy period, such Named Insured is an Insured with respect to itsinterest insuch jointventure, partnership or limited liabilitycompany but only to the extent that: a. any offense giving rise to personal and advertising injury occurred prior to such termination date, and the personal and advertising injury arising out of such offense firstoccurred after such termination date; b. the bodily injury or property damage firstoccurred after such termination date; and c. there is no other valid and collectible insurance purchased specifically to insure the partnership, joint venture or 10020006020916459603766limited liabilitycompany; and If the joint venture, partnership or limited liability company is or was insured under a consolidated (wrap-up) insurance program,then such insurance will always be considered valid and collectible for the purpose of paragraph c. above. But this provision will not serve to exclude bodily injury, property damage or personal and advertising injury that would otherwise be covered under the Contractors General Liability Extension Endorsement provision entitled WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS. Please see that provision for the definitionof consolidated (wrap-up) insurance program. 15. LEGAL LIABILITY – DAMAGE TO PREMISES / ALIENATED PREMISES / PROPERTY IN THE NAMED INSURED'S CARE, CUSTODY OR CONTROL A. Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions isamended to delete exclusion j.Damage to Property in itsentirety and replace it withthe following: This insurance does not apply to: CNA74705XX (1-15) Policy No: 2091645960 Page 11 of 17 Endorsement No: 1 CONTINENTAL CASUALTY COMPANY Effective Date: 06/30/2018 Insured Name: PLATS PLUS INC. CopyrightCNAAll Rights Reserved. Includes copyrighted material ofInsurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors' General Liability Extension Endorsement j. Damage to Property Property damage to: (1) Property the Named Insured owns, rents, or occupies, including any costs or expenses incurred by you, or any other person, organization or entity, for repair, replacement, enhancement, restoration or maintenance of such property for any reason, including prevention of injury to a person or damage to another's property; (2) Premises the Named Insured sells, gives away or abandons, if the property damage arises out of any part of those premises; (3) Property loaned to the Named Insured; (4) Personal property inthe care, custody or control of the Insured; (5) That particular part of real property on which the Named Insured or any contractors or subcontractors working directly or indirectly on the Named Insured's behalf are performing operations, if the property damage arises out of those operations; or (6) That particular part of any property that must be restored, repaired or replaced because your work was incorrectly performed on it. Paragraphs (1), (3) and (4) of this exclusion do not apply to property damage (other than damage by fire) to premises rented to the Named Insured or temporarily occupied by the Named Insured withthe permission of the owner, nor to the contents of premises rented to the Named Insured for a period of 7 or fewer consecutive days. A separate limitof insurance applies to Damage To Premises Rented To You as described inLIMITS OF INSURANCE. Paragraph (2) of thisexclusion does not apply ifthe premises are your work. Paragraphs (3), (4), (5) and (6) of this exclusion do not apply to liability assumed under a sidetrack agreement. Paragraph (6) of this exclusion does not apply to property damage included in the products-completed operations hazard. Paragraphs (3) and (4) of thisexclusion do not apply to property damage to: i. tools,or equipment the Named Insured borrows from others, nor ii. other personal property of others inthe Named Insured's care, custody or control whilebeing used in the Named Insured's operations away from any Named Insured's premises. However, the coverage granted by thisexception to Paragraphs (3) and (4) does not apply to: a. property at a job siteawaiting or during such property's installation,fabrication, or erection; b. property that ismobile equipment leased by an Insured; c. property that isan auto, aircraftor watercraft; d. property in transit;or e. any portion of property damage for which the Insured has available other valid and collectible insurance, or would have such insurance but for exhaustion of its limits, or but for application of one of its exclusions. A separate limit of insurance and deductible apply to such property of others. See LIMITS OF INSURANCE as amended below. CNA74705XX (1-15) Policy No: 2091645960 Page 12 of 17 Endorsement No: 1 CONTINENTAL CASUALTY COMPANY Effective Date: 06/30/2018 Insured Name: PLATS PLUS INC. CopyrightCNAAll Rights Reserved. Includes copyrighted material ofInsurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors' General Liability Extension Endorsement B. Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions isamended to delete its lastparagraph and replace it withthe following: Exclusions c. through n. do not apply to damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner, nor to damage to the contents of premises rented to a Named Insured for a period of 7 or fewer consecutive days. A separate limitof insurance applies to thiscoverage as described inLIMITS OF INSURANCE. C. The followingparagraph isadded to LIMITS OF INSURANCE: Subject to 5. above, $25,000 is the most the Insurer will pay under Coverage A for damages arising out of any one occurrence because of the sum of all property damage to borrowed tools or equipment, and to other personal property of others in the Named Insured's care, custody or control, while being used in the Named Insured's operations away from any Named Insured's premises. The Insurer's obligation to pay such property damage does not apply untilthe amount of such property damage exceeds $1,000. The Insurer has the right but not the duty to pay any portion of this $1,000 in order to effect settlement. If the Insurer exercises that right, the Named Insured willpromptly reimburse the Insurer for any such amount. D. Paragraph 6.,Damage To Premises Rented To You Limit, of LIMITS OF INSURANCE is deleted and replaced by the following: 6. Subject to Paragraph 5. above, (the Each Occurrence Limit), the Damage To Premises Rented To You Limit is the most the Insurer will pay under Coverage A for damages because of property damage to any one premises while rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, including contents of such premises rented to the Named Insured for a period of 7 or fewer consecutive days. The Damage To Premises Rented To You Limit isthe greater of: a. $500,000; or b. The Damage To Premises Rented To You Limit shown inthe Declarations. E. Paragraph 4.b.(1)(a)(ii) of the Other Insurance Condition isdeleted and replaced by the following: (ii) That is property insurance for premises rented to the Named Insured, for premises temporarily occupied by the Named Insured with the permission of the owner; or for personal property of others in the Named Insured's care, custody or control; 16. LIQUOR LIABILITY Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions isamended to delete the exclusion entitledLiquor Liability. This LIQUOR LIABILITY provision does not apply to any person or organization who otherwise qualifies as an 10020006020916459603767 additional insured on thisCoverage Part. 17. MEDICAL PAYMENTS A. LIMITS OF INSURANCE is amended to delete Paragraph 7. (the Medical Expense Limit) and replace it with the following: 7. Subject to Paragraph 5. above (the Each Occurrence Limit), the Medical Expense Limit is the most the Insurer will pay under Coverage C – Medical Payments for all medical expenses because of bodily injury sustained by any one person. The Medical Expense Limit isthe greater of: (1) $15,000 unless a different amount isshown here: $N,NNN,NNN,NNN; or (2) the amount shown inthe Declarations for Medical Expense Limit. CNA74705XX (1-15) Policy No: 2091645960 Page 13 of 17 Endorsement No: 1 CONTINENTAL CASUALTY COMPANY Effective Date: 06/30/2018 Insured Name: PLATS PLUS INC. CopyrightCNAAll Rights Reserved. Includes copyrighted material ofInsurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors' General Liability Extension Endorsement B. Under COVERAGES, the Insuring Agreement of Coverage C – Medical Payments is amended to replace Paragraph 1.a.(3)(b) withthe following: (b) The expenses are incurred and reported to the Insurer withinthree years of the date of the accident; and 18. NON-OWNED AIRCRAFT Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions isamended as follows: The exclusion entitledAircraft, Auto or Watercraft isamended to add the following: This exclusion does not apply to an aircraftnot owned by any Named Insured,provided that: 1. the pilot in command holds a currently effective certificate issued by the duly constituted authority of the United States of America or Canada, designating that person as a commercial or airlinetransport pilot; 2. the aircraft isrented witha trained, paid crew to the Named Insured;and 3. the aircraft isnot being used to carry persons or property for a charge. 19. NON-OWNED WATERCRAFT Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete subparagraph (2) of the exclusion entitled Aircraft, Auto or Watercraft, and replace it withthe following. This exclusion does not apply to: (2) a watercraft that isnot owned by any Named Insured,provided the watercraft is: (a) lessthan 75 feet long; and (b) not being used to carry persons or property for a charge. 20. PERSONAL AND ADVERTISING INJURY –DISCRIMINATION OR HUMILIATION A. Under DEFINITIONS,the definitionof personal and advertising injury isamended to add the following tort: Discrimination or humiliation that results in injuryto the feelings or reputation of a natural person. B. Under COVERAGES, Coverage B – Personal and Advertising Injury Liability, the paragraph entitled Exclusions isamended to: 1. delete the Exclusion entitledKnowing Violation Of Rights Of Another and replace it withthe following: This insurance does not apply to: Knowing Violation of Rights of Another Personal and advertising injury caused by or at the direction of the Insured with the knowledge that the act would violatethe rights of another and would inflict personal and advertising injury. This exclusion shall not apply to discrimination or humiliation that results in injury to the feelings or reputation of a natural person, but only ifsuch discrimination or humiliation isnot done intentionallyby or at the direction of: (a) the Named Insured;or (b) any executive officer, director, stockholder, partner, member or manager (if the Named Insured is a limited liabilitycompany) of the Named Insured. 2. add the followingexclusions: CNA74705XX (1-15) Policy No: 2091645960 Page 14 of 17 Endorsement No: 1 CONTINENTAL CASUALTY COMPANY Effective Date: 06/30/2018 Insured Name: PLATS PLUS INC. CopyrightCNAAll Rights Reserved. Includes copyrighted material ofInsurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors' General Liability Extension Endorsement This insurance does not apply to: Employment Related Discrimination Discrimination or humiliation directly or indirectly related to the employment, prospective employment, past employment or termination of employment of any person by any Insured. Premises Related Discrimination discrimination or humiliation arising out of the sale, rental, lease or sub-lease or prospective sale, rental, lease or sub-lease of any room, dwelling or premises by or at the direction of any Insured. Notwithstanding the above, there is no coverage for fines or penalties levied or imposed by a governmental entity because of discrimination. The coverage provided by this PERSONAL AND ADVERTISING INJURY –DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization whose status as an Insured derives solelyfrom Provision 1. ADDITIONAL INSURED of thisendorsement; or attachment of an additional insured endorsement to thisCoverage Part. This PERSONAL AND ADVERTISING INJURY –DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization who otherwise qualifiesas an additional insured on thisCoverage Part. 21. PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY A. Under COVERAGES, Coverage B –Personal and Advertising Injury Liability, the paragraph entitled Exclusions isamended to delete the exclusion entitledContractual Liability. B. Solely for the purpose of the coverage provided by this PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY provision, the following changes are made to the section entitled SUPPLEMENTARY PAYMENTS – COVERAGES A AND B: 1. Paragraph 2.d. isreplaced by the following: d. The allegations in the suit and the information the Insurer knows about the offense alleged in such suit are such that no conflict appears to exist between the interests of the Insured and the interests of the indemnitee; 2. The firstunnumbered paragraph beneath Paragraph 2.f.(2)(b) isdeleted and replaced by the following: So long as the above conditions are met, attorneys fees incurred by the Insurer in the defense of that indemnitee, necessary litigationexpenses incurred by the Insurer, and necessary litigation expenses incurred 10020006020916459603768by the indemnitee at the Insurer's request will be paid as defense costs. Such payments will not be deemed to be damages for personal and advertising injury and willnot reduce the limitsof insurance. C. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply if Coverage B –Personal and Advertising Injury Liability is excluded by another endorsement attached to this Coverage Part. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply to any person or organization who otherwise qualifiesas an additional insured on thisCoverage Part. 22. PROPERTY DAMAGE – ELEVATORS A. Under COVERAGES, Coverage A – Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended such that the Damage to Your Product Exclusion and subparagraphs (3), (4) and (6) of the Damage to Property Exclusion do not apply to property damage that results from the use of elevators. CNA74705XX (1-15) Policy No: 2091645960 Page 15 of 17 Endorsement No: 1 CONTINENTAL CASUALTY COMPANY Effective Date: 06/30/2018 Insured Name: PLATS PLUS INC. CopyrightCNAAll Rights Reserved. Includes copyrighted material ofInsurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors' General Liability Extension Endorsement B. Solely for the purpose of the coverage provided by this PROPERTY DAMAGE – ELEVATORS Provision, the Other Insurance conditions isamended to add the followingparagraph: This insurance is excess over any of the other insurance, whether primary, excess, contingent or on any other basis that isProperty insurance covering property of others damaged from the use of elevators. 23. SUPPLEMENTARY PAYMENTS The section entitledSUPPLEMENTARY PAYMENTS – COVERAGES A AND B isamended as follows: A. Paragraph 1.b. is amended to delete the $250 limit shown for the cost of bail bonds and replace it with a $5,000. limit;and B. Paragraph 1.d. is amended to delete the limit of $250 shown for daily loss of earnings and replace it with a $1,000. limit. 24. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS If the Named Insured unintentionally fails to disclose all existing hazards at the inception date of the Named Insured's Coverage Part,the Insurer willnot deny coverage under thisCoverage Part because of such failure. 25. WAIVER OF SUBROGATION - BLANKET Under CONDITIONS, the condition entitled Transfer Of Rights Of Recovery Against Others To Us is amended to add the following: The Insurer waives any right of recovery the Insurer may have against any person or organization because of payments the Insurer makes for injuryor damage arising out of: 1. the Named Insured's ongoing operations; or 2. your work included inthe products-completed operations hazard. However, this waiver applies only when the Named Insured has agreed in writing to waive such rights of recovery in a written contract or written agreement, and only ifsuch contract or agreement: 1. is ineffect or becomes effective during the term of thisCoverage Part;and 2. was executed prior to the bodily injury, property damage or personal and advertising injury giving rise to the claim. 26. WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Note: The following provision does not apply to any public construction project in the state of Oklahoma, nor to any construction project in the state of Alaska, that is not permitted to be insured under a consolidated (wrap-up) insurance program by applicable state statute or regulation. If the endorsement EXCLUSION – CONSTRUCTION WRAP-UP is attached to this policy, or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O.C.I.P.) or Contractor Controlled Insurance Programs (C.C.I.P.) isattached, then the followingchanges apply: A. The followingwording isadded to the above-referenced endorsement: With respect to a consolidated (wrap-up) insurance program project in which the Named Insured is or was involved, this exclusion does not apply to those sums the Named Insured become legally obligated to pay as damages because of: 1. Bodily injury,property damage,or personal or advertising injury that occurs during the Named Insured's ongoing operations at the project, or during such operations of anyone acting on the Named Insured's behalf; nor CNA74705XX (1-15) Policy No: 2091645960 Page 16 of 17 Endorsement No: 1 CONTINENTAL CASUALTY COMPANY Effective Date: 06/30/2018 Insured Name: PLATS PLUS INC. CopyrightCNAAll Rights Reserved. Includes copyrighted material ofInsurance Services Office, Inc., with its permission. CNA PARAMOUNT Contractors' General Liability Extension Endorsement 2. Bodily injury or property damage included within the products-completed operations hazard that arises out of those portions of the project that are not residential structures. B. Condition 4. Other Insurance isamended to add the followingsubparagraph 4.b.(1)(c): This insurance isexcess over: (c) Any of the other insurance whether primary, excess, contingent or any other basis that is insurance available to the Named Insured as a result of the Named Insured being a participant in a consolidated (wrap-up) insurance program, but only as respects the Named Insured's involvement in that consolidated (wrap-up) insurance program. C. DEFINITIONS isamended to add the following definitions: Consolidated (wrap-up) insurance program means a construction, erection or demolition project for which the prime contractor/project manager or owner of the construction project has secured general liability insurance covering some or all of the contractors or subcontractors involved in the project, such as an Owner Controlled Insurance Program (O.C.I.P.) or Contractor Controlled Insurance Program (C.C.I.P.). Residential structure means any structure where 30% or more of the square foot area is used or is intended to be used for human residency, including but not limited to: 1. single or multifamily housing, apartments, condominiums, townhouses, co-operatives or planned unit developments; and 2. the common areas and structures appurtenant to the structures in paragraph 1. (including pools, hot tubs, detached garages, guest houses or any similarstructures). However, when there is no individual ownership of units, residential structure does not include military housing, college/university housing or dormitories, long term care facilities, hotels or motels. Residential structure also does not include hospitals or prisons. This WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Provision does not apply to any person or organization who otherwise qualifiesas an additional insured on thisCoverage Part. Allother terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and isfor attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently withsaid Policy. 10020006020916459603769 CNA74705XX (1-15) Policy No: 2091645960 Page 17 of 17 Endorsement No: 1 CONTINENTAL CASUALTY COMPANY Effective Date: 06/30/2018 Insured Name: PLATS PLUS INC. CopyrightCNAAll Rights Reserved. Includes copyrighted material ofInsurance Services Office, Inc., with its permission. 06-30-2018 Certified Erosion and Sediment Control Lead (CESCL) Certification Information First Name Last Name Company City CESCL # Expired Status Training Provider Caprice Hochstrasser PLATS PLUS INC Marysville EF8182119 11/15/2019 Current AGC Education Foundation Report Date: 2/19/2019 Page 1 of 1 PLATS PLUS, INC. 720 Cedar Ave., Unit C Marysville, WA 98270 Phone (360) 657-4720 FAX (360) 657-4341 CONTRACT THIS CONTRACT, made in three copies, each of which shall be deemed original, and entered into as of the date, hereinafter affixed, by and between Ray Phillips and R&D Developers “Ownerâ€, and Plats Plus, Inc., “Contractorâ€, sometimes jointly referred to herein as the parties. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: 1. PROJECT This Contract represents the entire agreement between the parties hereto and supersedes prior negotiations, either written or oral, for work to be performed by the Contractor at: 19129 Smokey Point Blvd, Arlington Washington Plat SEWER EXTENSION, Snohomish County, WA the “Projectâ€. 2. COMMENCEMENT DATE The date of commencement is February 13, 2019 “Commencement Dateâ€,and shall be the date of this Agreement. Work hours are 7:00 am to 3:30 pm Monday through Friday, except when overtime is authorized by Owner or required as determined by contractor. 3. COMPLETION DATE The completion date is defined as, the date that all contracted (bid) work is complete. Contractor shall achieve completion not later than twenty one (21) calendar days after the commencement date weather dependent. Adverse weather conditions will be grounds for extensions of this contract. Any extensions must be presented in writing and approved by the Owner not later than 5 days after the event causing the delay. 4. SUBSTANTIAL COMPLETION Substantial completion is hereby defined as the date on which Offsite Sewer mainline, crossing and manholes are installed, road trench repair with rock base or ATB are installed, and repair of curbs and sidewalks are complete. Liquidated damages shall not be assessed beyond the date of substantial completion. 5. CONTRACT DOCUMENTS The Contractor agrees to furnish all the necessary labor, materials, equipment, tools, and services necessary to perform and complete, in a workmanlike manner, all work required for the construction of the project, in strict compliance with this contract and the following listed 1 documents “Contract Documents†which are hereby incorporated into this contract by reference: 1. PLATS PLUS, INC. BID ITEM BREAKDOWN (Proposal Dated 2/13/2019) 2. NOTICE TO CUSTOMER 3. CONSTRUCTION STAKING REQUIREMENTS 4. STIPULATION TO BID (listed in Proposal & Cover letter) 5. PRIVATE JOB INFORMATION SHEET 6. APPROVED CONSTRUCTION PLAN & SPECS-PENDING BASED ON PRELIMINARY 11-27-18 City Comments 7. MATERIAL, LABOR, AND EQUIPMENT UNIT PRICE LIST. 6. CONTRACT PRICE The owner agrees to pay, and the contractor agrees to accept Fifty-eight Thousand Nine Hundred Fifty-four Dollars & 91/100’s ($58,954.91), which includes applicable sales tax in the amount of Four Thousand Nine Hundred Seventeen & 41/100’s ($4,917.41), “Contract Priceâ€, in payment for the performance of this contract in accordance with the provisions of the contract documents. Unit prices are according to the bid item breakdown above and materials, labor, and equipment unit price list attached. All labor and materials necessary to properly complete the work to be done by the Contractor are included in the attached bid. There shall be no additional compensation for extra labor, materials, or equipment furnished unless said the parties agree to extras hereto. 7. PROGRESS PAYMENTS The Contractor shall submit no later than the last day of a given month, a request for payment based on an estimated percentage of work on the project completed through the 25th day of that month, where said percentage shall apply against the contract price. Payment, as requested, shall be paid no later than the 10th day of the following month. a. RETENTION ZERO % Retention is allowed progress payments. Retention shall not be held. b. FINAL PAYMENT The owner shall make payment of the final invoice to the contractor on the 10th day of the month following completion of all work of this contract. 8. TIME IS OF THE ESSENCE Completion shall be achieved by the Contractor according to Item 3 above. In no event shall the Contractor be responsible for any delay in the final completion of the work caused by an act of God, casualty, strike, governmental restriction upon the availability or use of labor or materials, or by reason of any other fact which is not caused by the act or default of the contractor or of any employee or agent of the contractor. 9. FINAL COMPLETION AND CERTIFICATE Upon receipt of written notice from contractor that the project is ready for final inspection and acceptance, the Owner will promptly (or within fifteen (15) days) make such inspection and complete a final certificate of completion (the “Final Certificateâ€) IN THE FORM ATTACHED HERETO AS EXHIBIT A AND INCORPORATED HEREIN BY THIS REFERENCE, stating either (i) that to the best of the Owner’s knowledge, information and belief, and on the basis of 2 the Owner’s on-site visits and inspections, the project has been completed in accordance with terms and conditions of the contract documents and that the entire contract price is due and payable, or (ii) that the project has not been completed in accordance with terms and conditions of the contract documents, in which case the owner shall specify any/all deficiencies it alleges. Execution of the final certificate by owner shall institute a waiver of any and all claims by owner except those arising from: 1. Liens, claims, security interests or encumbrances arising out of this contract and unsettled; 2. Deficiencies specifically listed in the final certificate; or 10. CORRECTION OF DEFECTS The Contractor shall promptly correct project deficiencies listed in the final certificate if the project fails to conform to the requirements of the contract documents. Costs of correcting the project shall be at the contractor’s expense. 11. WARRANTY PERIOD The Contractor warrants that the work of this contract shall remain in compliance with the contract documents for a period of one year after the date of the final certificate. The Owner shall give the Contractor written notice promptly after discovery of any project condition found that is not in compliance with the contract document. During the one-year period for correction of the project, if the owner fails to notify the contractor and give the contractor an opportunity to make the correction, the owner waives the rights to require correction by the contractor and to make a claim for breach of warranty or breach of contract. The one-year period for correction of the project shall not be extended by corrections performed by the contractor. Establishment of the one-year period for correction of the project is specifically intended by the parties hereto to restrict the time within which the contractor’s obligation to comply with this contract may be sought to be enforced, and the time within which proceedings can be commenced to establish the contractor’s liability with respect to such obligations. 12. MEASUREMENT & PAYMENT 1. Measurement of sewers shall be from centerline basin or manhole to centerline of catch basin or manhole. 2. Measurement of water mains shall include fittings, unless otherwise bid. 3. Measurement of fire hydrant assemblies shall include hydrant, spool, tie rods, hydrant tee, auxiliary 6†gate valve and cover, blocking and drains. 4. Measurement for gate valves shall include valve, valve box and marker, if required. 5. All bid items based on unit price per square foot, square yard, acreage, and lineal foot, shall be paid for based on field measurement by the owner and contractor. Import and export material to be truck measured. 13. PUBLIC ROADS Public Road Construction is the activity of building roads, streets, sidewalks, storm water systems to drain those roads and streets, etc., owned by cities, counties, or political subdivisions of the state or the United States which are primarily used for foot or vehicular traffic. Building roads which are owned by the State of Washington or private roads are not public road construction. Owner to Construct. 3 Public Road Construction is not subject to Washington State sales tax provided that the roads and related drainage facilities are dedicated to the city, county, or political subdivision in which the project is located. The Owner hereby declares that the roads and related drainage facilities are public road construction as defined above, and they are not subject to Washington State sales tax. In the event that the roads and related drainage facilities are not dedicated to the jurisdiction as the Owner has declared above, the Owner agrees to pay any Washington State sales tax due directly to the state. The Owner hereby agrees to hold the Contractor harmless from any claim for sales tax on those facilities and will pay any sales tax imposed on the Contractor by the state for roads and related drainage facilities to the Contractor. 14. TERMINATION OR SUSPENSION (To be agreed upon) 15. OTHER Contractor hereby certifies that it does not discriminate against any employee or applicant for employment based on race, color, sex, national origin, age or handicap. The contractor shall at all times keep the project premises free from accumulation of waste materials or rubbish caused by its operations. At the completion of the project, contractor shall remove all its waste materials and rubbish from and about the project as well as all its tools, construction equipment, machinery and surplus materials. This agreement is binding upon the parties, their heirs, legalese, advisees, personal representatives, executors, administrators, conservators, successors, and assigns. In case any term of this agreement shall be invalid, illegal, or unenforceable, in whole or in part, the validity of any of the other terms of this agreement shall not in any way be affected thereby. PLATS PLUS, INC. _____________________________________ CONTRACTOR OWNER By: _______________________________ By_____________________________________ Brendan Reeves, Vice-President Name & Title Date Signed: _______________________ Date Signed: ____________________________ Address: 720 Cedar Avenue, Suite C Address: _____________________________ Marysville, WA 98270 _____________________________ 4 NOTICE TO CUSTOMER This Contractor is registered with the State of Washington, registration No. PLATSPI106B5, as a General Contractor and has posted with the state a bond for the purpose of satisfying claims against the contractor for negligent or improper work or breach of contract in the conduct of the contractor's business. This bond may not be sufficient to cover a claim which might arise from the work done under your contract. If any supplier of materials used in your construction project or any employee of the contractor or subcontractor is not paid by the contractor or subcontractor on your job, your property may be liened to force payment. If you wish additional protection, you may request the contractor to provide you with original "lien release" documents from each supplier or subcontractor on your project. The contractor is required to provide you with further information about lien release documents if you request it. General information is also available from the Department of Labor and Industries. 5 PRIVATE JOB INFORMATION SHEET ORDER VALUE: $54,037.50 Plus tax. DATE: February 13, 2019 CUSTOMER NAME: Ray Phillips – R&D Developers___ ______________________________ ADDRESS: . PHONE: FAX: NAME OF PLAT: R&D Developers Sewer Extension DELIVERY ADDRESS: 19129 Smokey Point Blvd Arlington, WA LENDER: ADDRESS: CONTACT: 6 CONSTRUCTION STAKING REQUIREMENT Last Revision January 2016 1. Clearing limits a. 100' o.c. and every bend with blue & white flagging. b. Offset to actual property line limits. c. Trees to be saved-neon striped green/black & white 2. TESC Fencing Limits a. 100' o.c. and every bend with neon green & white flagging. 3. Initial road centerline & limits of structural building pads a. 100' o.c., high and low points with cuts / fills and elevations. b. Building Pad limits front and back with cut and fill elevations. c. One time for preliminary earthwork, one time for final lots 4. Sanitary sewer manholes a. 20' and 25' offsets with marked cut to invert and fill to rim b. lot corners at 25' and 30' offsets c. Sanitary sewer main lines at 100' and 200' out of manholes w/ elevations d. Tee location left or right marked. 5. Storm sewer a. CB's 20' and 25' offsets to flow line with elevations b. Marked cut to invert elevation c. Marked cut/fill to rim elevation. 6. Water Line a. Lot corners at 25' and 30' offsets at meters with elevations. b. All bends, T’s and Valves w/ elevations c. All hydrants with cut to flange. d. Finish Grades for Blow-offs, Air Vacs and Water Vaults. 7. Curbs a. 3' top back of curbs w/ hub and elevation b. One time for Plat and one time for the frontage/offsite. 8. Open Ponds a. 5' back from top of bank with distance to toe and cut to toe b. 10' back from top of bank with distance to top and cut or fill to top. c. Limits of interior berms and walls w/ elevations 9. Detention Vaults/Structural Walls (Cast in Place Concrete) a. 5' back from top of excavation with distance to toe and cut to toe, based upon a 1:1 cut slope w/elevations b. 10' back from top of excavation with distance to toe and cut to toe, based upon a 1:1 cut slope w/elevations c. Stake bottom of vault floor for finish slab grade at all corners and at grade breaks d. Stake center of footings with a cut to bottom of footing grade e. Stake all vault penetrations 10. Driveways & Walks a. Stake centerline of driveway cuts. b. Stake limits of walks. 11. Dry Utilities a. All radius points of road must be staked before PUD crossings. b. All lot corners at street and back of lot must be staked before PUD will install conduit. 12. Retaining Walls a. 5' back from top of excavation with distance to toe face of wall, based upon a 1:1 cut slope w/elevations b. 10' back from top of excavation with distance to toe and face of wall, based upon a 1:1 cut slope w/elevations c. Only if a cast-in-place footing, stake bottom of wall for finish grade and at grade breaks *Note: Subcontractor Fee Estimate Pricing to include ALL COSTS associated with completion of the scope of work above. Home Español Contact Search L&I A-Z Index Help My L&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing PLATS PLUS INC Owner or tradesperson 720 CEDAR AVE UNIT C MARYSVILLE, WA 98270 Principals 360-657-4720 VANDENTOP, JEFFREY DEAN, PRESIDENT SNOHOMISH County Reeves, Brendan Cory, VICE PRESIDENT Beehler, Elizabeth K, CHIEF FINANCIAL OFFICER Vandentop, Jeffrey Dean, AGENT VANDENTOP, PEGGY J (End: 12/10/2010) NOLAN, PAUL LEONARD, VICE PRESIDENT (End: 12/17/2012) NOLAN, PAUL EDWARD, SECRETARY (End: 12/17/2012) NOLAN, PAUL EDWARD, AGENT (End: 12/17/2012) Doing business as PLATS PLUS INC WA UBI No. Business type 601 204 870 Corporation Governing persons JEFF D VAN DEN TOP ELIZABETH BEEHLER; BRENDAN REEVES; PEGGY J VANDENTOP; License Verify the contractor’s active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. PLATSPI106B5 Effective — expiration 01/25/1990— 01/01/2021 Bond Merchants Bonding Co (Mutual) $12,000.00 Bond account no. WA28640 Received by L&I Effective date 12/10/2013 12/31/2013 Help us improve Expiration date Until Canceled Bond history Insurance Continental Cas Co $1,000,000.00 Policy no. 2091645960 Received by L&I Effective date 06/05/2018 06/30/2017 Expiration date 06/30/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 14-2-01308-9 Dismissed Complaint filed by Complaint against bond(s) or savings HD SUPPLY WATERWORKS LTD WA28640 Complaint date Complaint amount 08/19/2014 $1,261,565.00 Cause no. 14-2-01308-9 Dismissed Complaint filed by Complaint against bond(s) or savings HD SUPPLY WATERWORKS LTD WA28640 Complaint date Complaint amount 08/26/2014 $324,291.63 L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Infraction no. ECOXE00946 Satisfied Issue date RCW/WAC 05/28/2014 19.28.041 RCW Violation city Violation amount Marysville $500.00 Type of violation ELECTRICAL CITATION Description Offering to perform, submitting a bid for, advertising, installing or maintaining cables, conductors or equipment that convey or utilize electrical current without having a valid electrical contractor license. Infraction no. ECOXE00947 Satisfied Issue date RCW/WAC 05/28/2014 19.28.101 RCW Violation city Violation amount Marysville $250.00 Type of violation ELECTRICAL CITATION Description Failing to get an inspection or obtain an electrical/telecommunications work permit or post a provisional electrical work permit prior to beginning the electrical/telecommunication Help us improve installation or alteration as referenced in WAC 296-46B-901. Workers’ comp Do you know if the business has employees? If so, verify the business is up-to-date on workers’ comp premiums. This company has multiple workers’ comp accounts. Active accounts L&I Account ID Account is current. 016,661-00 Doing business as PLATS PLUS INC Estimated workers reported Quarter 4 of Year 2018 ''31 to 50 Workers'' L&I account contact T0 / SHAUNTEE HENRY (360)416-3027 - Email: HENZ235@lni.wa.gov Track this contractor Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 07/06/2018 No violations Inspection no. 317949957 Location 20412 Bothell Way Bothell, WA 98011 Inspection results date 05/09/2016 No violations Inspection no. 317939691 Location 1511 NE. Woodinville DuvallRD. Woodinville, WA 98072 Inspection results date 05/20/2014 Violations Inspection no. 316970359 Location 586 164th Street SE Mill Creek, WA 98012 Inspection results date 01/24/2014 No violations Inspection no. Help us improve 316962737 Location 585 164th Street SE Mill Creek, WA 98012 Inspection results date 10/22/2013 No violations Inspection no. 316880616 Location 1950 144th PL SW Lynnwood, WA 98087 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve 1 PLATS PLUS, INC. TOTAL SITE DEVELOPMENT COMPANY Office: 360-657-4720 Mobile: 425-508-1323 Brendan@platsplus.com Confidential Proposal Sewer Extension Presented to R&D Developers Attn: Ray Phillips | Owner Email: R67GTOaol.com 1 DESCRIPTION Installation of proposed Sanitary Sewer Main across Smokey Point Blvd and two Sewer Man Holes and connection to the existing main for the Property Site located at 19129 Smokey Point Blvd in Arlington, WA. Date: February 13, 2019 In a professional and workmanlike manner, we propose to perform the following work, based on the Preliminary Sanitary Sewer with City Comments plan produced by Mac Engineering dated 11/27/18 and information provided by Ray Phillips (does not include Force main, laterals or any Storm or Detention Systems). MOBILIZATION Mobilization assumes one mobilization to the site. PPI has included all necessary man power, supervision, and equipment to perform required tasks for this project. SANITARY SEWER EXTENSION We anticipate completion of this work in 10 days weather permitting, there are no existing utility conflicts, the approved Sewer Plans, Traffic Control Plans, Permits and Survey are in place and ready to go. Please note there may be 3rd party utility impacts that will not be known until Potholing is complete. Planned sequence in dry weather as follows: • Mobilize our equipment/crew, set up Traffic Control, the saw cutting and pothole for existing utilities. Survey on-site/Set up Traffic Control. Street Cleaning as needed. • Set the SSMH1 (connection saddle MH) and begin trenching excavation across Smokey Point Blvd for the pipe installation. Street Cleaning, Temporary AC patch & Steel plate road at the end of day • Finish trench excavation across Smokey Point Blvd, install main. Street Cleaning, Temporary AC patch & Steel plate road at the end of the day. • Set SSMH2, make connections finish main installation, backfill. Street Cleaning, Temp patch/Steel plate road at the end of the day. • Permanent Trench patch and repair business Driveway and curb installation, Street Cleaning and Demobilization. *TOTAL PRICE: $54,037.50 (*price based upon attached “Confidential Bid Proposal†attached) If a bond is required, Rate shall be 1.75%. Sales Tax is Excluded. 2 Technical approach This project proposal is based upon dry weather conditions. No added work for processing /drying of soils has been included to achieve compaction. Work hours for this project are based upon M-F 8 Hour Shifts. Safety on this site will be mitigated with experience, common sense and OSHA standards, a complete accident prevention plan will be implemented. EXCLUSIONS: • Project related permits other than what is mentioned above, fees, bonds, inspections, costs for permits and obtaining permits. • Handling and disposal of hazardous and/or contaminated soil. • Power and gas disconnect or relocation if lines impede work. • Removal of power poles or supporting of power poles that interfere with scope of work. • Inspector overtime inspection costs and inspection costs over one hour. • Excavation, work caused by conflicts from utility lines of any kind. • Electrical conduits or their installation. • Dewatering beyond the typical 2†pump working with pipe crew. • Over excavation, import, placement of foundation materials due to unsuitable existing foundations. • Specialty ground covers – Wood Straw, Seeded slope fabrics or any other restoration. • Protection of trees and fencing above what is called out on the plans. • Soils compaction testing and survey • Overtime premium if required to meet a more aggressive schedule • Traffic control plans. • CDF Backfill of trenches. • District or Agency fees for Sewer Connections • Sales Tax. • Amended soils • Asbestoses survey or removal We thank you for the opportunity to provide you with a proposal for our services. Please note that although this proposal has a defined cost attached, once we are accepted as your Contractor, we will continue to search for more cost-effective products and consider value engineering until the project is complete. This proposal is good for 30 days; please contact Brendan Reeves 425-508-1323 with any questions or if you need additional information. Caprice Hochstrasser Asst Project Manager/Estimator Plats Plus, Inc. 425-508-9570 C 425-360-657-4341 3 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/4/2020 R&B Development Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes Crews have begin bringing in rock to reinforce the drainage pond slopes. Crews also removed the sediment that had accumulated in the bottom of the trench. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/6/2020 R&B Development Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? None There has been no work performed since the last time that I was on site. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 CONSTRUCTION STAKING REQUIREMENT Last Revision January 2016 1. Clearing limits a. 100' o.c. and every bend with blue & white flagging. b. Offset to actual property line limits. c. Trees to be saved-neon striped green/black & white 2. TESC Fencing Limits a. 100' o.c. and every bend with neon green & white flagging. 3. Initial road centerline & limits of structural building pads a. 100' o.c., high and low points with cuts / fills and elevations. b. Building Pad limits front and back with cut and fill elevations. c. One time for preliminary earthwork, one time for final lots 4. Sanitary sewer manholes a. 20' and 25' offsets with marked cut to invert and fill to rim b. lot corners at 25' and 30' offsets c. Sanitary sewer main lines at 100' and 200' out of manholes w/ elevations d. Tee location left or right marked. 5. Storm sewer a. CB's 20' and 25' offsets to flow line with elevations b. Marked cut to invert elevation c. Marked cut/fill to rim elevation. 6. Water Line a. Lot corners at 25' and 30' offsets at meters with elevations. b. All bends, T’s and Valves w/ elevations c. All hydrants with cut to flange. d. Finish Grades for Blow-offs, Air Vacs and Water Vaults. 7. Curbs a. 3' top back of curbs w/ hub and elevation b. One time for Plat and one time for the frontage/offsite. 8. Open Ponds a. 5' back from top of bank with distance to toe and cut to toe b. 10' back from top of bank with distance to top and cut or fill to top. c. Limits of interior berms and walls w/ elevations 9. Detention Vaults/Structural Walls (Cast in Place Concrete) a. 5' back from top of excavation with distance to toe and cut to toe, based upon a 1:1 cut slope w/elevations b. 10' back from top of excavation with distance to toe and cut to toe, based upon a 1:1 cut slope w/elevations c. Stake bottom of vault floor for finish slab grade at all corners and at grade breaks d. Stake center of footings with a cut to bottom of footing grade e. Stake all vault penetrations 10. Driveways & Walks a. Stake centerline of driveway cuts. b. Stake limits of walks. 11. Dry Utilities a. All radius points of road must be staked before PUD crossings. b. All lot corners at street and back of lot must be staked before PUD will install conduit. 12. Retaining Walls a. 5' back from top of excavation with distance to toe face of wall, based upon a 1:1 cut slope w/elevations b. 10' back from top of excavation with distance to toe and face of wall, based upon a 1:1 cut slope w/elevations c. Only if a cast-in-place footing, stake bottom of wall for finish grade and at grade breaks *Note: Subcontractor Fee Estimate Pricing to include ALL COSTS associated with completion of the scope of work above. ADS POTABLE GRADE PRESSURE PiPE (PE4710) ADS Potable Grade Pressure Pipe is a leader in today’s water service and landscape irrigation markets. Its flexibility and durability distinguish it from the competition and make it ideal for a variety of applications. ADS Potable Grade Pressure Pipe is strong and resistant to many common causes of damage such as vibrations, surface loads and pressure surges. ApplicAtionS: Landscape & Agricultural Irrigation Systems Residential & Commercial Water Service Pipe Well/Pump Water Systems Slurry Pipelines FeAtureS: • Certified to meet NSF 14/61 standard • Durable plastic material stands the test of time • Flexibility makes it ideal for a variety of projects • Strength withstands weather and the human element • Incremental footage markers printed every 2 feet throughout each coil length • Light weight • Chemically resistant BeneFitS: • Resistant to rot or corrosion • Fast and easy to install • Easy installation provides cost-efficiency • Flexible lengths can be installed in uneven terrain • Available in many lengths ADS Service: ADS representatives are committed to providing you with the answers to all your questions, including specifications, and installation and more. THE MOST ADVANCED NAME IN WATER MANAGEMENT SYSTEMS TM ADS potABle WAter SerVice pipe (ipS) pipe SpeciFicAtionS Scope This specification describes ADS Potable Water Service Pipe (IPS) pipe SIDR 19, SIDR 15, SIDR 11.5, SIDR 9, and SIDR 7 for use in potable water service applications. pipe requirementS ADS potable water service pipe shall meet the requirements of ASTM D2239, AWWA C901 and NSF Standards 14 and 61. Pipe dimensions shall meet Iron Pipe Size (IPS) standards. mAteriAl propertieS Pipe material shall be high-density polyethylene conforming to the minimum requirements of cell classification 445574C as defined and described in ASTM D3350, except that carbon black content should not exceed 3.0%. The resin shall have a material designation code of PE4710 by the Plastic Pipe Institute. DiSinFection/mAintenAnce The active chlorine content of disinfecting solutions shall not exceed 12%. All disinfecting solution must be flushed from all lines within the system. Industry accepted procedures, like ANSI/AWWA C651 Disinfecting Water Mains, should be followed for both new and repaired potable water lines. inStAllAtion Installation is similar to other flexible pipe products. Methods including direct bury, plowing or pulling are applicable per local, state or federal guidelines for the application. pipe propertieS SIDR 19 PE 4710 IPS ½†¾†1†1 ¼†1 ½†2 Inside Diameter 0.622 ±0.01 0.824 ±0.015 1.049 ±0.02 1.380 ±0.02 1.610 ±0.02 2.067 ±0.02 (mm) (15.8 ±0.25) (20.9 ±0.38) (26.6 ±0.51) (35.1 ±0.51) (40.9 ±0.51) (52.5 ±0.51) Wall Thickness 0.060 +0.02 0.060 +0.02 0.060 +0.02 0.073 +0.02 0.085 +0.02 0.109 +0.020 (mm) (1.5 +0.51) (1.5 +0.51) (1.5 +0.51) (1.9 +0.51) (2.2 +0.51) (2.8 +0.51) Pressure Rating 100 100 100 100 100 100 @ 73º F, psi (kPa) (689) (689) (689) (689) (689) (689) Weight 28 ±2 38 ±2 47 ±2 80 ±3 96 ±3 190 ±5 gm/ft (gm/m) (92 ±7) (125 ±7) (154 ±7) (262 ±10) (315 ±10) (623 ±16) SIDR 15 PE 4710 IPS ½†¾†1†1 ¼†1 ½†2 Inside Diameter 0.622 ±0.01 0.824 ±0.015 1.049 ±0.02 1.380 ±0.02 1.610 ±0.02 2.067 ±0.02 (mm) (15.8 ±0.25) (20.9 ±0.38) (26.6 ±0.51) (35.1 ±0.51) (40.9 ±0.51) (52.5 ±0.51) Wall Thickness 0.060 +0.02 0.060 +0.02 0.070 +0.02 0.092 +0.02 0.107 +0.02 0.138 +0.02 (mm) (1.5 +0.51) (1.5 +0.51) (1.8 +0.51) (2.3 +0.51) (2.7 +0.51) (3.5 +0.51) Pressure Rating 125 125 125 125 125 125 @ 73º F, psi (kPa) (862) (862) (862) (862) (862) (862) Weight 30 ±2 39 ±2 56 ±2 97 ±3 129 ±3 200 ±5 gm/ft (gm/m) (98 ±7) (128 ±7) (184 ±7) (318 ±10) (423 ±10) (656 ±16) SIDR 11.5 PE 4710 IPS ½†¾†1†1 ¼†1 ½†2 Inside Diameter 0.622 ±0.01 0.824 ±0.015 1.049 ±0.02 1.380 ±0.02 1.610 ±0.02 2.067 ±0.02 (mm) (15.8 ±0.25) (20.9 ±0.381) (26.6 ±0.51) (35.1 ±0.51) (40.9 ±0.51) (52.5 ±0.51) Wall Thickness 0.060 +0.02 0.072 +0.02 0.091 +0.02 0.120 +0.02 0.140 +0.02 0.180 +0.02 (mm) (1.5 +0.51) (1.8 +0.51) (2.3 +0.51) (3.0 +0.51) (3.6 +0.51) (4.6 +0.51) Pressure Rating 160 160 160 160 160 160 @ 73º F, psi (kPa) (1103) (1103) (1103) (1103) (1103) (1103) Weight 30 ±2 50 ±2 72 ±2 125 ±3 146 ±3 248 ±5 gm/ft (gm/m) (98 ±7) (164 ±7) (236 ±7) (410 ±10) (479 ±10) (814 ±16) SIDR 9 PE 4710 IPS ½†¾†1†1 ¼†1 ½†2 Inside Diameter 0.622 ±0.01 0.824 ±0.015 1.049 ±0.02 1.380 ±0.02 1.610 ±0.02 2.067 ±0.02 (mm) (15.8 ±0.25) (20.9 ±0.38) (26.6 ±0.51) (35.1 ±0.51) (40.9 ±0.51) (52.5 ±0.51) Wall Thickness 0.069 +0.02 0.092 +0.02 0.117 +0.02 0.153 +0.02 0.179 +0.02 0.230 +0.028 (mm) (1.8 +0.51) (2.3 +0.51) (3.0 +0.51) (3.9 +0.51) (4.5 +0.51) (5.8 +0.71) Pressure Rating 200 200 200 200 200 200 @ 73º F, psi (kPa) (1379) (1379) (1379) (1379) (1379) (1379) Weight 32 ±2 53 ±2 88 ±3 155 ±3 185 ±5 330 ±5 gm/ft (gm/m) (105 ±7) (174 ±7) (289 ±10) (509 ±10) (607 ±16) (1083 ±16) *Additional SIDRs may be available. SIDR 7 PE 4710 IPS Contact an ADS Representative for ½†¾†1†1 ¼†1 ½†2 Inside Diameter 0.622 ±0.01 0.824 ±0.015 1.049 ±0.02 1.380 ±0.02 1.610 ±0.02 2.067 ±0.02 regional availability. (mm) (15.8 ±0.25) (20.9 ±0.38) (26.6 ±0.51) (35.1 ±0.51) (40.9 ±0.51) (52.5 ±0.51) Wall Thickness 0.089 +0.02 0.118 +0.02 0.150 +0.02 0.197 +0.02 0.230 +0.03 0.295 +0.035 (mm) (2.3 +0.51) (3.0 +0.51) (3.8 +0.51) (5.0 +0.51) (5.8 +0.71) (7.5 +0.89) Pressure Rating 250 250 250 250 250 250 For more information on Potable Grade @ 73º F, psi (kPa) (1724) (1724) (1724) (1724) (1724) (1724) Pressure Pipe and other ADS products, Weight 38 ±2 71 ±2 116 ±3 210 ±5 227 ±5 448 ±8 please contact our Customer Service gm/ft (gm/m) (125 ±7) (233 ±7) (381 ±10) (689 ±16) (745 ±16) (1470 ±26) Representatives at 1-800-821-6710 THE MOST ADVANCED NAME IN WATER MANAGEMENT SYSTEMS TM Advanced Drainage Systems, Inc. 4640 Trueman Blvd., Hilliard, OH 43026 ADS “Terms and Conditions of Sale†are available on the ADS website, www.ads-pipe.com 1-800-821-6710 www.ads-pipe.com The ADS logo and the Green Stripe are registered trademarks of Advanced Drainage Systems, Inc. © 2015 Advanced Drainage Systems, Inc. (AD050115) #10965 03/15 HD Fowler Company Submittal - IP523GTJ 85870 TYTON JOINT“ PIPE Tyton Joint is U.S. Pipe’s trademarkfor pipe with a push-on type connection. Al*~J‘:1l/.A"i-"W.-'i-"A. E-_!.A.lllilif-i;lIi‘E Simplicity. sturdiness and watertightness are built intothe system by design. Convincing proofof its worldwide acceptance is shown bythe factthat more ANSI.-‘AWWA C151i'A21.5. Ductile Iron than 95% ofthe pipe now sold by U.5. Pipe isTytonJoint. Pipe, CentrifugallyCastforWater. Tyton Joint Pipe is available in sizes 3" through 54".Sizes 3"through 42" are DuctileIronTytonJointPipe iscentrifugallycastin metal moldsinaccordancewithANSIJ available in nominal 18-foot laying lengths. 4" through SD“ sizes, along with AWWAC15liA2i.5. sizes 43"through 64", are available in nominal 2lIi~foot laying lengths. Tyton Joint Pipe in sizes 4" through 36" are UL listed,and sizes 4" through Theasphalticoutsidecoatingisinaccordancewith lo" are FM Approved. Al"lSllAWWAE15'|l'A2'|.5l. When TytonJointPipe is used forbridgecrossings orother above-ground Asspeciï¬edinANSIIAWWAClSiM21.51, pipe installations. each length ofpipe must be supported in a mannerto restrict weightshavebeen calculated usingstandard barrel bothvertical and horizontal movement. weightsandweightsofhellsbeing produced. ATyton Gasket is the onlyaccessory required when installingTyton Joint ANSIIAWWA C104.-‘A.21.4,Cement- Pipe. It is a circular rubbergasketthat hasa modiï¬ed bulb shape in cross Mortar Lining for Ductile-Iron Pipe section. Gasketsare furnished in accordancewith ANSIIAWWA C11 if and FittingsforWater. A21.1. Composition and dimensions ofthe gasket have been carefuliy Thecement-mortarliningand insidecoatingarein engineered toensure a watertight and lasting seal.The standardTyton Gasket accordancewithAHSIIAWWAti[iiiA214. is manufactured of5BR —-styrene butadiene rubber. Gasketsofspecial Special liningsandiorcoatingscanhefurnishedfor speciï¬cconditions elastorners may be ordered forspecial applications.The gasket contourand bell socket contourensure thatthegasketwill remain seated during proper AHSIIAWWA C111r'A21.11, Rubber- assembly ofthe pipe. Whenjoint restraint is required forpush—onjointpipe, GaslretJointsforDuctile-Iron Pressure two optionsareavailablefrom U.S. Pipe. Forjoint restraintof4"through 24", Pipeand Fittings. Field Lok 350 Gaskets may be used. Field Lok 350 Gaskets are ratedfor 350 psi TytonGasketsarefumishedin accordancewith in sizes4"through 24". In addition, for 4"through 36" sizes,TR Flex Pipe and AHSIIAWWA C1iliA2i.1l. Fittings maybe used, and for 30" through64" sizes, HP Lok Pipe and Fittings may be used.TP. Flex Pipe and Fittings are rated forworking pressures for350 AHSIJAWWA C1D5fA21.5, Polyethylene psi in 4" through 24" sizes, 2513 psi in sizes3D"through 36". ForHP Lok Pipe and Encasement for Ductile Fittings, theworking pressure is 350 psi for 30" through 64“. For higher pressure Iron Pipe Systems. applications contact your U.S. Piperepresentative. Complete details on Field Ifspeciï¬ersandusersbelievethatcorrosivesoils willbeencounteredwhereourproductsaretohe Lok35DGaskets,TR Flerc Pipe and Fittings,and HP Lok Pipeand Fittings can be installed,pleaserefertoAlllSlr'AW‘WA£1051’All.5, found on our website. www.uspipe.com. forpropererrtemalprotection procedures. ASTM A746-D3 "Standard speciï¬cation forDuctile IronGravitySewer Pipe." ASTM A?1i5~Dfl"Standard Speciï¬cation forDuctile Iron CulvertPipe." ASTM A536"Standard Specification forDuctile IronCastings.“ NOTE: U.S. Pipequalifies forFederal Procurementunder PublicLaw hlo.94-581], HDTE: Eachofthefollowing is a nationallyrecognized standardsorganization: Section6002,knownastheResource RecoveryActof19?-o, since, dueto American National Standards institute {ANSI},AmericanWaterworks modemtechnology,recycled ironand steel scrapare used toa largedegree in Association {AWWAL American SocietyforTestingand Materials |[ASTlv'l}, ourDuctile iron Pipe production. Underwriters Laboratories{UL}, National Fire ProtectionAssociation{l~lFPA], The piain end ofthepipe isfurnishedbeveled orwithaquartereliipse on the Ni"5i°“Pl 5‘=""l'Ptl°" FP“"dPFiP" ["551FPHPFYMU“-‘Pl (ml edgetoallowassembly. Morethannoyearsofsuccessfulerrperience have proved itssealingcapabilities. Hydrostatictests haveshown thatthe systemwill withstand pressuresfarin excessofrated pressures. U.5.Pipe AForrerroEorrrpony 2 HD Fowler Company Submittal - ifzwarg3k 82790 HD Fowler Company Submittal - ifzwarg3k 82790 ROMAC INDUSTRIES, INC. ROMAGRIP MECHANICAL JOINT RESTRAINING GLAND 3 THROUGH 12 INCH SUBMITTAL INFORMATION USE The Romac RomaGrip restraining gland is used for the restraint of mechanical joint ductile iron pipe, valves, fittings, and fire hydrants in water transmission and fire protection lines. It may also be used on IPS sizes steel pipe (minimum thickness STD weight class pipe) with MJ by IPS transition gasket. The RomaGrip replaces costly concrete thrust blocks, corrodible steel tie rods and clamps. Not for use on plain end mechanical joint fittings. The RomaGrip may be used on cast iron pipe as long as it has the same OD as ductile iron pipe. Note: Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly related to the size of the piping system and the system pressure. In general terms movement of approximately 0.40 may be seen. If this is critical to your application please contact Romac Engineering for additional information. MATERIALS Gland Ductile (nodular) iron, meeting or exceeding ASTM A 536-84, Grade 65-45-12. Gaskets A standard MJ gasket is used with this fitting. Meets ANSI/AWWA C111/A21.11 for gasket specs. Restraining Bolt 7/8 9 roll thread, Ductile (nodular) iron, meeting or exceeding ASTM A 536-84. Restraining Lugs Ductile (nodular) iron, meeting or exceeding ASTM A 536-84. Heat treated using a proprietary process. Lug Locators Polyurethane, a thermo-set plastic. Coatings Shop coat applied to the casting for corrosion protection in transit. Fusion bonded Romabond Polyester coated glands and Xylan coated restraining bolts and lugs optional. PERFORMANCE Nominal Number of Approx. Working Test Maximum Pipe Restraining Weight Pressure Pressure Joint Size Bolts (lbs) (psi) (psi) Deflection 3 2 6 350 700 5° 4 2 7.5 350 700 5° 6 3 11 350 700 5° 8 4 16.5 350 700 5° 10 6 23 350 700 5° 12 8 29.5 350 700 5° FM Approved FM approved for cast iron and ductile iron pipe at 175 psi working pressure (4 : 1 test). UL Listed UL listed for cast iron and ductile iron pipe. Document Number 05-8-0017 8/15 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. HD Fowler Company Submittal - ifzwarg3k 82790 ROMAC INDUSTRIES, INC. ROMAGRIP MECHANICAL JOINT RESTRAINING GLAND 14 THROUGH 24 INCH DUCTILE IRON PIPE SUBMITTAL INFORMATION USE The Romac RomaGrip restraining gland is used for the restraint of mechanical joint ductile iron pipe, valves, fittings, and fire hydrants in water transmission and fire protection lines. The RomaGrip replaces costly concrete thrust blocks, corrodible steel tie rods and clamps. Not for use on plain end mechanical joint fittings. The RomaGrip may be used on cast iron pipe as long as it has the same OD as ductile iron pipe. Note: Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly related to the size of the piping system and the system pressure. In general terms movement of approx approximately 0.40 may be seen. If this is critical to your application please contact Romac Engineering for additional information. MATERIALS Gland Ductile (nodular) iron, meeting or exceeding ASTM A 536-84, Grade 65-45-12. Gaskets A standard MJ gasket is used with this fitting. See ANSI/AWWA C111/A21.11 for gasket specs. Restraining Bolt 7/8 9 roll thread, Ductile (nodular) iron, meeting or exceeding ASTM A 536. Restraining Lugs Ductile (nodular) iron, meeting or exceeding ASTM A 536. Heat treated using a proprietary process. Lug Locators Polyurethane, a thermo-set plastic. Coatings Shop coat applied to the casting for corrosion protection in transit. Fusion bonded Romabond Polyester coated glands and Xylan coated restraining bolts and lugs optional. PERFORMANCE Nominal Number of Approx. Working Test Maximum Pipe Restraining Weight Pressure Pressure Joint Size Bolts (lbs) (psi) (psi) Deflection 14 10 42.8 350 700 2° 16 12 50.4 350 700 2° 18 12 57.4 250 500 1.5° 20 14 66.0 250 500 1.5° 24 16 83.3 250 500 1.5° UL Listed UL listed for cast iron and ductile iron pipe. Document Number 05-8-0018 8/15 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - IFC33MML 84890 23U - ANSI/AWWA C153/A2153 ï¬l Mechanical Joint Compact Ductile Iron Fittings TYLER U N ION“ “':"‘*:““’*°:“ Quality Waterworks Products ‘:| DOMESTIC E NDN_DDMES.nc SUBMITTAL: C153 MECHANICAL JOINT PRODUCT [Current revisions for the noted Standards Hï¬ï¬llï¬ SIZES: 2†- 54" (2†not included in ANSI/AWWA C153 standard] STANDARDS: ANSIIAWWA C153/1121.53, NFPA13j'24, 3â€-15" UL ancl 3“-1o†FM listed 8. approved {File - Tvler Union} MATERIAL: Cast of ASTM A535 qualified ductile iron. Date code is cast on and required for traceability. PRESSURE RATING: *Flanged ï¬ttings rated at 250 psi. Mechanical joints 2“ — 24" rated at 350 psi and 30“ —45" at 250 psi. *Note: With rubber annular ring flange gasket, 2“ — 24†Flanged fittings can be rated at 350 psi. Note: Wves over 12†are not pressure rated. Contact Tvler Union for rating in vour application. DEFLECTION: Joint deflection 5" max for 2"— 12†and 3° max for 14â€â€” 48". Reduces by 50% at nominal pipe Si fitting diameters NSF-51 81 NSF372: Meets all requirements including Annex G, Tvler Uniorfs Underwriters Laboratorv listing lvlH1E439. ASPHALT COATING : Per ANSI,/AWWA C1041'A21.4 and ANSI/IAWWA C153,/A21.53. CEMENT LINING: Per ANSI/AWWA C104/A21.4, with double cement lining available upon request. EPOXY COATING: Fusion bonded epoxy per ANSI/'AWWA C116,/A21.16. Additional coatings available upon request. BARE FITTINGS: Available upon request. FASTNERS: High strength low allov weathering steel per ANSI/AWWA C111/A2111 and ASTM A242 INSTALLATION: Install per AWWA C600fC551 using pipe conforming to ANSIXAWWA {I151/A2151 or AWWA C900/905. —-E L .31 2 _ é"-‘:5 ' F 2 s ‘5t.‘0\~- “ 2‘ _l:T 0.?5 -- i<' 1 o c A 0.12--l F x‘ NOMINALIUINT DIMEN5IDN5 |N INCHE5 B-ULT5 A Dla' . B Hub C Dia' . JDIa. K" Dia. K3 Dia' . L NI T QW- D| Pipe Depth GLAND GLAND GLAND GLAND H 2.51 2 50 3 50 3-50 2.51 4 25 5.15 5 55 0.55 0 52 0.35 0.30 3,24 5}5x3 2 ass also .11.. 4.54 Ros s.1s 2.52 2.55 o.ss oféz o.§.§ o.ss am? 523.5 II- I 4.50 2.50 5.52 5.02 4.50 2.50 5.05 5.12 0.50 0.25 0.35 0.34 2,15 3f4x3-1,l"2 -I5 5.50 2.50 5.02 5.12 2.00 5.50 11.05 11.12 0.53 0.55 0.43 0.35 225 3f4x3-122 0'1 OJ 5.05 2.50 10.12 10.22 5.15 11.25 13.31 13.32 0.55 1.00 0.45 0.35 2,33 3;’4x4 0'! 10 11.10 2.50 12.22 12.34 11.20 14.00 15.52 15.52 0.20 1.00 0.42 0.40 2,15 324104 12 13.20 2.50 14.32 14.44 13.30 15.25 12.55 12.55 0.23 1.00 0.45 0.42 223 3;’4x4 C0 14 15.30 3.50 15.40 15.54 15.44 15.25 20.31 20.25 0.25 1.25 0.55 0.42 225 3;'4x4-1f2 10 15 12.40 3.50 15.50 15.54 12.54 21.00 2__:-'_:_.§_s 11?-I.-5° 0.05 1.§1 o.sa_ 0.50 10 324:4-1f2 1? 15 15.50 a.so 20.50 20.24 15.54 23.25 24.53 24.25 1.00 1.35 0.55 0.54 1/a 325?:-1.72 12 20 21.50 3-50 22.20 22-54 21.24 25-50 22-05 22-00 1-02 1-44 0-55 0.52 2f3 3f4x4-122 14 24 25.50 3.50 25.50 22.04 25.94 30.00 31.55 31.50 1.02 1.55 0.25 0.51 223 3f4x5 15 30 32.00 4.50 33.25 33.45 32.12 35.55 35.12 35.12 1.31 2.00 0.52 0.55 1-1,35 1x5 20 35 35.30 4.50 35.55 35.25 35.42 43.25 45.00 45.00 1.45 2.00 1.00 0.24 1-115 1115 24 42 44.50 4.50 45.25 45.55 44.52 50.52 53.12 53.12 1.45 2.00 1.25 0.52 1-325 1-1_l'4x5-1;’2 25 43 50.50 4.50 52.05 52.25 50.92 52.50 50.00 50.00 1.45 2.00 1.35 0.50 1-325 1-12425-122 32 54 Availableon Request 50 Availableon Re-nest 54 Availableon Request Annlston 1501 W 12"" St I Anniston, AL 35201 I {E00} 225—2501 Elmer 201 liienvon Ave I Elmer, NewJersev 03315 Corona: 1001 El Eamino Ave. I Corona, EA 92329 I (B55) 522-B421 New Lenox: 2200 West l'l5‘lI'El'tl New Lenox, IL 50451 Tyler: 11910 ER 492 I Tvier, Texas 25205 I (500) 522-5425 Portland: 15520 N. Lombard St. I Port arid. 0R 92203 Dallas: 1201 Ave. S. 5uite100 I Grande Prairie, TX 25050 Oxford: 1500 Greenbrier Dear Road lAnniston, AL 35202 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - IFT333FFF 84890 280 - ANSI/AWWA C110/A21.10 Class 125 Flange Joint Full Body Ductile iron Fittings ER U N ‘ ON5 Revised 4/2013 Quality Waterworks Products |:| DOMESTIC |:| NDN_DDMEs.|.|C SUBMITTAL: C110 FLANGE JOINT CLASS 125 PRODUCT _[Current revisions for the noted Standards appifl SIZES: 2†- 54†(Contact Tyler Union for 54†—64†flange fitting information) STANDARDS: ANSIXAWWA C110fA21.10, NFPA 13/24, ASME 516.1, 3†- 12" UL listed and FM approved MATERIAL: Cast ofASTM A536 qualified ductile iron. Date code is cast on and required for traceability. PRESSURE RATING: *Flanged fittings *2" — 48" rated at 250 psi. 54“ — 64†rated at 150psi. *Note: With rubber annular ring flange gasket, 2†— 2-'11†flanged fittings can be rated at 350 psi. DEFLECTION: Deflection is “not†recommended for flangejoint due to the rigidity of thejoint. NSF-61 82 NSF3?2: Meets all requirements including Annex G, Tyler Union’s Underwriters Laboratory listing MH16439. COATING: Asphaltic or Primer per ANSI/AWWA C104/A21.4, Standard primer is Tnemec Pota Pox N140-1211. Contact Tyler Union for additional coating options. CEMENT LINING: Per ANSI/AWWA C10-ii/‘A21.-4, with double cement lining available upon request. EPOXY COATING: Fusion bonded epoxy per ANSIXAWWA C116/A21.16. Additional coatings available upon request. BARE FITTINGS: Available upon request. FLANGE5: ANSI Class 125 per ASME B16.1 and ANSI/'AWWA C111/A21.11. Bolt holes shall straddle the center line NOTE: Class 125 ASME 516.1 are not compatible with Class 250 Flanges NOTE: Class 250 ASME 515.1 ï¬ttings are available upon request. FASTNERS: High strength low alloy weathering steel per ANSI/AWWA C111./A21.11 and ASTM A242 INSTALLATION: Install perAWWA C600/C651 using pipe conformingto ANSIIAWWA C151/A2151. FLANGE DETAlLS IN INCHES BOLTS Size Diameter Flange B.C. Flange Bolt Hole SIZE my Inches DI Pipe 0-.0. Diameter ThicknessT Diameter 2 2.51 5.00 4.75 0.02 0.250 515 it 2-1.14 ,,--____--._,, 4.30 0.00 2.50 0.34 0.250 510 X 3 ' '9 73;. H“ 0.30 11.00 3.50 1.00 0.325 3/423-1/2 ""_'_" \ 00Ch-Ii‘- 5.05 13.50 11.25 1.12 0.025 3/4 it 3-1/2 D0-PI-IiiDD00 ' 10 11.10 15.00 14.25 1.10 1.000 Usx 4 12 ._ . "i‘\’\, '1-.,_' - _ I 12 13.20 10.00 12.00 1.25 1.000 2/324 12 14 15.30 21.00 10.75 1.30 1.125 124-1/2 12 _.r- \s .3, —_,_— ,3 15 114° 2?:-52 21% 1.-1'3 15125. 1.54.-:1!Z 15 :~~l-_c‘__i-_- 1a 13.50 25.00 22.25 1.50 1.250 1-1/0 it5 15 - ..... - 20 21.00 22.50 25.00 1.55 1.250 1-1/3 it 5 20 _|i in ,_I 24 25.00 32.00 20.50 1.00 1.325 1-1/415-1/2 20 30 32.00 3B.?5 36.00 2.12 1.3175 1-1,/4x 5-1f2 23 if_i “;:>~~..- .4 " --_____- ' 35 33.30 46.00 42.75 2.33 1.625 1-1,12 x7 32 42 44.50 53.00 49.50 2.62 1.625 1-1/2 x 7'—1/2 36 54 Available on Request Annlston: 1501 W 1?"‘ 51:. 0Anniston,AL 35201 l {B00} 225-1501 Elmer: I-'01 KenyonAve.o Elmer, NewJersey03315 Corona: 1001 El CaminoAve. o Corona, CA 528?-'5 I {BEE} 52?-5411 NewLenox: 2200 West Haven: NewLenox, ILE0451 E 11910CR452 -ITyler, Texas 3'51-'0Ei I (S00) 52?-34TS Portland: 15670 N. Lombard St. I Portland, OR 57203 Dallas: 1201Ave. 5. 5uite100 l Grande Prairie, TXT5050 Oxford: 1500Greenbrler Dear Road |Anniston, AL 3520? Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - IP523GTJ 85870 TYTON JOINT“ PIPE — WEE Pewter 5'15 ""'5'""E55crass THICKNESS oursiocoiiuiicrcii B"“"EL'â€EIG"Troot PE“ WEIGHT PER LENGTH wcisiir PIER LENGTH I8-F001LAYING LENGTH 20-F0iI.'iT LA‘i’|i»iiL~.Ll;i~ioTH 54 0.34 3.96 "1.-3 220 La-I-LI-I 55 0.32 3.96 "2.3 240 LU 56 0.40 3.96 "3.2 255 51 0.26 4.30 "1.3 225 235 J5-hr 52 0.29 '2.e 235 200 53 .422 1 4-4 _ 23 260 33.3 -Iii.-'-lb 54 0.35 4.3I 's.0 230 310 -I5 55 0.33 "-5.1 300 sso -lb 56 0.41 :P'.4-‘-‘.4’:ll-2'-'-Eil3'i_ii_ll_I'i_il'I_J 'z.s 320 355 50 0.25 6.9I "6.0 305 335 51 0.23 '2.3 335 320 52 0.31 P253‘‘-Q"-Q "9.6 320 410 53 0.34 6.0 21.4 400 445 54 0.32 6.91 23.2 435 430 U'i-C25-C2\C2'1C2’\C2"1 55 0.40 6.9Ii_i1_i-r_rr_i-r_i-=i_i 25.0 465 515 C21- 56 0.43 6.90 26.2 495 550 W. so 0.22 0.05 22.3 430 425 DD s1 i0;3L 0.05 i2!-iii 425 525 s2 _ 0.53 __ 0.05 22.2 520 525 ss oars 0.05 30.1 560 620 54 0.39 0.05 32.5 605 620 55 0.42 0.05 34.3 650 220 oooooooooo 56 0.45 9.05 32.2 690 265 5° are 1 30.1 520 52.‘? i 51 0.32 ' ‘. 33 625 690 i 52 0.35 " ". 36.2 630 rso fl 53 0.33 " ". 39.2 230 010 F 54 0.41 ‘ ". 42 1 235 azo F 55 0.44 " ".1l.—|.-—l| 45.1 340 030 F 56 0.42 " ".T 43.0 390 000 DDDDDDD 11:!11:!11:!11:!1:!I3 Table continuedon nextpage P NOTE:Thicknesses and dimensionsof3"through 64"ductileiron ‘Tolerance of0.0. ofspigotend: 3-12 in., 10.06 in.,: 14-24 in pipe conform to AN5ii'AW'iAlA Cl512A21.5l.Weights mayvaryfrom +0.05 in., -0.03in.; 30-43in.,+0.03 in.,-0.06 in.; 54-64 in , the standard becauseofdifferencesin bell weights. +0.04in.,-0.10in. “Including bell;calculated weightofpipe rounded offto nearest 5 lbs. U.5. Pipe AFoiterro-Cornpony Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) Raelynn Jones From: Nova Heaton Sent: Wednesday, February 27, 2019 9:39 AM To: Launa Peterson Subject: RE: R&B Developers PWD#1547 The ADS is approved for storm From: Launa Peterson Sent: Tuesday, February 19, 2019 4:47 PM To: Nova Heaton <NHeaton@arlingtonwa.gov> Subject: R&B Developers PWD#1547 Nova, Please review the attached material submittal for the stormwater system on the Poeschel and Shultz property. Launa Peterson Permit Technician II City of Arlington 18204 59th Avenue NE Arlington, WA 98223 (located inside the Airport Office Building) 360-403-3551 ced@arlingtonwa.gov 1 From: Jay Lemke To: Launa Peterson Cc: Ryan Morrison; Nova Heaton Subject: FW: [External] - Fwd: 2" IPS Poly Pipe Data sheet Date: Friday, March 8, 2019 8:32:18 AM Attachments: image001.jpg Launa, Here is an e-mail thread that you were not CC’d on, please use this as Ryan’s ok for the 2†poly. Thank you, Jay Lemke WW Collection Systems Specialist III City of Arlington DESK: 360-403-3552 E-MAIL: jlemke@arlingtonwa.gov From: Ryan Morrison Sent: Tuesday, March 5, 2019 7:59 AM To: Jay Lemke <jlemke@arlingtonwa.gov>; Nova Heaton <NHeaton@arlingtonwa.gov> Subject: RE: [External] - Fwd: 2" IPS Poly Pipe Data sheet Noted. Thanks! I have no problem with the material being proposed. We’ll want to review and approve the pumps in the future when they are submitted. From: Jay Lemke <jlemke@arlingtonwa.gov> Sent: Tuesday, March 5, 2019 7:49 AM To: Nova Heaton <NHeaton@arlingtonwa.gov>; Ryan Morrison <RMorrison@arlingtonwa.gov> Subject: RE: [External] - Fwd: 2" IPS Poly Pipe Data sheet Ryan, There is no pump information due to the fact that they are only installing the pump lines to the properties. When the properties are sold, the new owners will need to install pumps and they will be required to send us pump information for approval. Thank you, Jay Lemke WW Collection Systems Specialist III City of Arlington DESK: 360-403-3552 E-MAIL: jlemke@arlingtonwa.gov From: Nova Heaton Sent: Monday, March 4, 2019 4:10 PM To: Ryan Morrison <RMorrison@arlingtonwa.gov>; Jay Lemke <jlemke@arlingtonwa.gov> Subject: RE: [External] - Fwd: 2" IPS Poly Pipe Data sheet About 400 feet From: Ryan Morrison Sent: Monday, March 04, 2019 3:41 PM To: Nova Heaton <NHeaton@arlingtonwa.gov>; Jay Lemke <jlemke@arlingtonwa.gov> Subject: RE: [External] - Fwd: 2" IPS Poly Pipe Data sheet Nova, How long of a run will each of these lines be? Have they provided any pump information yet? Overall I don’t have a problem with the material, it has the same or better properties than schedule 80 and having less joints is a good thing. Thanks, Ryan From: Nova Heaton <NHeaton@arlingtonwa.gov> Sent: Monday, March 4, 2019 3:18 PM To: Ryan Morrison <RMorrison@arlingtonwa.gov>; Jay Lemke <jlemke@arlingtonwa.gov> Subject: FW: [External] - Fwd: 2" IPS Poly Pipe Data sheet Ryan, Please see the request for material on the R&B project. 4-private pressure lines run up to a gravity system at the road on SPB. Nova From: Ray Phillips [mailto:r67gto@aol.com] Sent: Monday, March 04, 2019 3:06 PM To: Nova Heaton <NHeaton@arlingtonwa.gov> Cc: Launa Peterson <lpeterson@arlingtonwa.gov> Subject: [External] - Fwd: 2" IPS Poly Pipe Data sheet Nova/ Launa, This is what Core & Main is recommending for the 2" forcemains due is flexibility and far less joints. Please look at the specs for the 250psi rated 2" Poly piping as a suitable use for my forcemains. Also, I request to use my native material (sand) instead of pea gravel for the pipe bedding in the bottom of my trench. All my forcemains will be installed between 5' and 6' depth. Sincerely, Ray Phillips -----Original Message----- From: Robertson, Grady <Grady.Robertson@coreandmain.com> To: r67gto@aol.com <r67gto@aol.com> Cc: Solyst, Mark <Mark.Solyst@coreandmain.com> Sent: Mon, Mar 4, 2019 1:46 pm Subject: 2" IPS Poly Pipe Data sheet Good afternoon. Here is the data sheet for 2†IPS poly pipe. Let us know if you need anything else. Thank you. Best Regards, Grady Robertson Project Manager Core & Main 4106 134th STREET NE Marysville Wa. 98271 Office: 360-651-1147 Mobile: 360-913-0203 From: Launa Peterson To: "Ray Phillips" Subject: FW: R&B Developers PWD#1547 Date: Wednesday, February 20, 2019 9:52:00 AM Ray, The PVC SCH 40 submittal does not meet our standards, per standard 5-1.15, 2†SCH 80 is required. Please resubmit the correct sewer pipe. Launa Peterson Permit Technician II City of Arlington 18204 59th Avenue NE Arlington, WA 98223 (located inside the Airport Office Building) 360-403-3551 ced@arlingtonwa.gov From: Nova Heaton To: Launa Peterson Subject: FW: Storm Pond excavation Invioice Date: Wednesday, February 26, 2020 1:36:34 PM Attachments: platsplusexcavateforCAS.pdf For Ray’s file. From: Ray Phillips <r67gto@aol.com> Sent: Wednesday, February 26, 2020 10:05 AM To: Nova Heaton <NHeaton@arlingtonwa.gov> Subject: RE: Storm Pond excavation Invioice [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Nova, Attached is the invoice from Plats Plus who had excavated the pond to a depth to receive the appropriate amount of BSM. Accomplished back in July 2019. Please include in my file for this pond project. I am working on gathering the easement recorded docs and as-builts you requested. I will reach out to Kevin for an inspection regarding the contaminated BSM removal. I will use the contaminated BSM for seed retention in the west side washed out area restoration. Thank You, Ray Phillips January 10, 2019 R&B Developers 10226 State Avenue Marysville, WA 98271 RE: Pre-Construction Requirements Project Name: R&B Developers Project No.: PWD-1547 Mr. Phillips, In order for work to commence at the R&B Developers project site, the following items need to be submitted to the City of Arlington. 1. A performance bond will need to be on file with the City of Arlington. This bond is to insure completion of the following and shall be indicated on the security: The following improvements to include but not limited to, sewer and stormwater drainage installation and TESC. Performance Bond Estimated Cost of Construction is $66,503.75 x 150% = $99,755.63 2. Contractor's License No. and 24 hour emergency contact information. 3. Contractor must obtain a Business License with the City of Arlington. 4. Contractor Proof of Insurance with the City of Arlington named as Additional Insured. 5. Copies of other agency permits or proof that the application is in progress, if required. 6. One week prior to the pre-construction meeting. Submittals for all sewer and storm materials proposed to be installed shall be reviewed and approved. 7. Certified Erosion Sediment Control Lead and License Number . • 18:W4 59th Avc•nue NE. #B -Arlington. WA. 9822:l -:rn0-40H-:H>fil - www.arlingtonwa.gO\ PRE-CONSTRUCTION MEETING AGENDA Community & Economic Development City of Arlington • 18204 59th Avenue NE • Arlington, WA 98223 • Phone (360) 403 3551 Project Name: R&B Developers Project No.: PWD#1547 Date: 3/12/2019 Contractor: Plats Plus/Ray Phillips Superintendent: Ray Phillips Ph. No.: 425-231-0076 Submittal Documents ï² ïƒ¾ Contractor contacts and 24 hr. emergency numbers: ï² Copies of other agency permits or proof that the Ray Phillips 425-231-0076 / Brendan Reeves 425-508-1323 application is in progress – N/A  Proof of insurance listing the City of Arlington as additional  One week prior to the pre-construction meeting. insured: 2/19/2019 Submittals for all materials and subcontractor  Performance Bond must be on file: #383901S approvals: 3/8/2019  Contractor’s License: Current  Department of Ecology General Construction ï² Drafts of easements and dedications must be in for review: Stormwater Permit: N/A ~Need separate legal and exhibit map for City Council CESCL Name: Caprice Hochstrasser Approval: N/A CESCL# EF8182119 Exp. 11/15/2019 ï² Contact State Historical Preservation Officer and Stillaguamish Tribe if required per Land Use Permit Sam Barr Dept. of Archaeology Historic Preservation Stillaguamish Tribe of Indians 360-586-3065 sbarr@stillaguamish.com Ph.: 360-622-7055 ï² City of Arlington Design and Construction Standards and Specifications. (Available online) ï² Construction Work Hours – Monday – Saturday 7 am to 7pm. No Sundays or Federal Holidays ï² Inspection Card shall be kept onsite ï² As-built plans will be required – submit contractor redlined plans with as-built submittal Inspections shall include, but are not be limited to: General Inspection Line 360-403-3417 Do not cover without inspection ï² ~Traffic Control and Drainage/Erosion (TESC) ï² â€¢ Installation Methods • Materials • Staking Requirements • Will CDF be required? • Bedding • Lamping and videotaping if required • Suitability of native backfill & compaction requirements • Bulk Hydrant Use – 360-403-3526 • Call for Locates • KEEP STREETS CLEAN ~Roadway ï² â€¢ Subgrade preparation, approval & compaction results • Source/Mix Design/Truck Tickets • Top course requirements, approval & compaction results • ATB & CL. B installation requirements & approval • Blue tops (if required) • Workmanship & protection until cured • Right of Way - KEEP STREETS CLEAN ~Landscaping ï² â€¢ Planting schedule and methods • Verify root barrier installation • Approve changes, additions and/or deletions • Planting methods & before planting mulch installation • Onsite inspection prior to and during planting • Staking & top mulch installation • Inspect final grade for lawn installation • Inspect miscellaneous landscape items • (Hydro- seed/sod) • Final Inspection ~Striping, Signage and Permanent Barricades ï² Revised 9/2018 • Paint/Thermoplastics/RPM’s • Posts and installation requirements • Workmanship & protection until cured • Sign duplicates • MUTCD Required • Monumentation ~Lighting and Fencing ï² Sewer Inspection Line - 360-403-3508 Do not cover without inspection ï² â€¢ Installation methods • Materials • Staking requirements • Will CDF be required? • Bedding – 3/8†pea gravel • Testing • Suitability of native backfill & compaction requirements • Water/Sewer connection fees must be paid prior to meter installation and side sewer inspection. Call the Permit Center for more information • Inspections may be charged at $127.00 per hour, ½ hour minimum PLEASE BE ADVISED! FAILURE TO CALL FOR INSPECTION MAY RESULT IN WORK BEING LEFT EXPOSED AND/OR REMOVED AND RECONSTRUCTED It is the responsibility of the Owner, Developer and Contractor to call and arrange for appropriate inspections. Onsite tailgate meetings with each individual inspector prior to installation of their related facilities are MANDATORY. Those persons who are actually performing the work are required to attend. NOTES: *Adhere to approved Traffic Control Plan Revised 9/2018 720 Cedar Avenue Suite C PLATS PLUS, INC. Marysville, WA 98270 TESC INSPECTION REPORT Caprice Hochstrasser To: Ray Phillips-R&B Developers From: CECL-EF8182119 Fax: 360-657-4341 Project PWD1547 Phone: 425-508-9570 Date May 3, 2019 Re: CECL/TESC inspection cc: Nova Heaton, PE  Urgent x For File  Please Comment  Please Reply  Please Recycle As required by the City of Arlington, PPI was onsite for observation/inspection of the installation of temporary erosion measures and confirm BMP’s are working as intended. Weather: Partial sun/Dry Erosion Control-Temporary While onsite PPI rep observed the following: • Silt fence is installed along the northwest end of the property per plan. • Natural vegetation has been preserved along access and around the pond per plan. • High visibility fence has been installed at the pond. Once excavation is complete, the high visibility fence will surround the entire pond. • Excavation of Pond – Not in progress at time of inspection • Stock piles being worked at the time of inspection. o Please note per the DOE requirements soils must not be allowed to remain exposed or unworked for more than the time periods set forth below: â–ª Dry Season for our area is May 1-Sept 30 stockpiles must be worked every 7 days â–ª Wet Season for our area is October 1 -April 30 stockpiles must be worked every 2 days. o If soils are not being worked every 2 days as required, additional BMP’s should be implemented. Recommend BMP’s options are Hydroseeding, Straw or Plastic covering of exposed stock pile • Observed Straw has been placed at both access roads to pond. • Additional line of silt fence has been placed in this location. • While on-site PPI rep observed no discharge. Dry Conditions. From: Nova Heaton To: Troy Van Kopp; Launa Peterson Cc: Kevin Olander Subject: Compaction Tests Date: Tuesday, May 21, 2019 1:58:17 PM Troy, I just wanted to let you know we haven’t gotten any compaction tests sent to us yet. Your consultant can send them via email, to myself, Launa, and Kevin. Thank you, Nova From: Troy Van Kopp <troy@sharpdesignbuild.com> Sent: Wednesday, May 15, 2019 2:15 PM To: Launa Peterson <lpeterson@arlingtonwa.gov> Cc: Nova Heaton <NHeaton@arlingtonwa.gov> Subject: Re: Sewer easement [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Thanks for the notification Launa. Troy Van Kopp (425) 760-8689 From: Launa Peterson <lpeterson@arlingtonwa.gov> Sent: Wednesday, May 15, 2019 1:48:22 PM To: Troy Van Kopp Cc: Nova Heaton Subject: Sewer easement Troy, There are several easements in that area and using best available information the Public Works Department has determined this sewer line is contained within an existing legal easement of the City of Arlington and construction on the sewer service can begin. Please contact me should you have any questions. Respectfully, Launa Peterson Permit Technician II City of Arlington 18204 59th Avenue NE Arlington, WA 98223 (located inside the Airport Office Building) 360-403-3551 ced@arlingtonwa.gov “You’re braver than you believe, stronger than you seem and smarter than you think.†- Christopher Robin From: Nova Heaton To: Kristin Foster; Raelynn Jones; Launa Peterson; Nalini Margaitis Subject: FW: R&B Developers Date: Tuesday, January 21, 2020 11:02:44 AM FYI for the R&B development From: Nova Heaton Sent: Friday, January 17, 2020 2:59 PM To: Marc Hayes <mhayes@arlingtonwa.gov>; Kevin Olander <kolander@arlingtonwa.gov>; Steve Peiffle <steve@snolaw.com> Subject: R&B Developers Steve, Mr. Philips has come in asking for direction on finalizing his project. I wanted to clearly identify the steps needed to finalize this project, please let me know if you have any questions. Kevin and I have discussed these at length and are both in agreement of what needs done. The pond had to be over excavated to 18†below finished grade, then filled with the appropriate amended soils to finished grade (18†of fill). Kevin was not able to verify the over excavation in the field. He visited several times, spoke with Ray, and explained that the pond had not been excavated far enough for the 18†fill of amended soils. After that the amended soils were installed, without verification of depth. The soils should have been delivered with paperwork that verifies that they meet the requirements form the specifications for amended soils. We need that documentation. We also need to verify there are 18†depth, and that the pond was over excavated to the appropriate depth. Based on field observations the elevation is approximately one foot shy of the full depth. Because we were not able to verify proper construction techniques and grades, the pond was not finalized prior to the instance of runoff from the neighboring property. This was still and active construction site. Those soils washed into the bottom of the pond. Those soils must be removed. In order to finish this construction project and have the city sign off on it, the following must happen; · Removed washed in soils from the neighboring property and dispose of offsite · Remove amended soi8ls that have been contaminated with offsite soils and dispose of offsite · Remove amended soils that still meet specifications and stockpile · Excavate pond to 18†below finished grade, verify with surveyor appropriate elevation · Clean out CB and inlet pipe as necessary and verify with inspector · Install 18†of amended soils · Provide paperwork of specifications for amended soils · Verify with inspector · Stabilize all slopes and bottom of the pond with seeding and other ESC measures as necessary These are the steps necessary to finalize the construction portion of this project. Nova Nova Heaton, P.E. City of Arlington Community & Economic Development 18204 59th Ave NE Arlington, WA 98223 nheaton@arlingtonwa.gov 360.403.3437 From: Nova Heaton To: Ray Phillips; elden@macengineering.net; Tony Romanick Cc: Marc Hayes; Kevin Olander; Launa Peterson; Raelynn Jones; Kristin Foster Subject: R&B Pond Construction Date: Friday, February 7, 2020 11:34:59 AM Attachments: RE RB Developers.msg IMG_2006.jpg IMG_2004.jpg IMG_1999.jpg Ray, I contacted Cedar Grove and had them send over the appropriate testing report to verify the soil was approved when placed in the trench. With that I am able to mark that requirement complete. I understand you feel the soils remaining in the pond meet the requirements on the plans, and you have hired a testing company to verify that is the case. I received a sieve analysis from associated earth sciences, that tested for 3 of the requirements of your bioretention soil media (BSM), the sample provided passed 2 requirements but failed 1. Those requirements are shown on sheet C5 of the plans. In order to prove the remaining BSM in the pond meets the requirements after offsite contaminated soils were mixed in, I need a complete report showing the soil passes all requirements, in multiple locations, and where the tests were taken. I contacted the testing company to try and obtain additional information, I have attached the response. The testing must occur in multiple locations, the samples must be taken by the testing company, and the locations must be documented in the report. The testing agency would determine based on their professional knowledge the number and location of samples required based on the uniformity of the soil they see out in the field. In the event the soil doesn’t pass, they would also be able to direct the areas of excavation needed to remove contaminated soils and replace them with approved soils. Please see page C5 for those requirements, they include compost to aggregate ratio, organic matter content, and Cation Exchange Capacity in addition to the sieve analysis. I understand you have had a surveyor verify elevations, however I have not received this information. Please have your surveyor send documentation. When you were in my office recently you had a plan you had marked up, with a change to the turnaround location. This is not an approved change to the plans. Any changes to the construction drawings must be submitted for review and approval. On sheet C1, there are 3 easements shown, the 60’ access easement AFN 200709210512, a 20’ access easement for the turn around, and a 20’ storm and utility easement to provide access down to the pond for the upper lots. I need the Auditor’s file number (AFN) for the 2 easements that don’t provide this on the plan. Note, moving the turnaround as discussed above would require a change to the easement location. I must be able to verify all easements have been recorded and are in the appropriate location for the facilities built. The parcel to the west of the pond (31051700404400) has some updated and unpermitted storm drainage construction on their site that is impacting your pond. Currently runoff is overtopping into the pond in a way the pond is not designed to handle. I don’t know the details of your agreement with them, but this work must be designed and permitted, prior to construction. If this work was not done by you, please let me know and I will contact the owners. See attached photos. The parcel the pond is on (31051700400100) has some updated and unpermitted storm drainage construction on their site that is impacting your pond. This work must be designed and permitted prior to construction. The runoff currently directed into the pond from above will cause erosion and damage to the pond and must be corrected immediately. Please provide plans for review and approval. See attached photos. Here is an update (Items in orange are new based on 2/6/2020 site visit); Provide (2 hard copies, and one PDF) updated plan sheet with changes to the turnaround location for review and approval Provide auditor’s file number for recorded easements shown on C1 of plans Provide (2 hard copies, and one PDF) updated plan sheet with changes to the adjacent parcel drainage for review and approval, or if this work is done by others let me know so I can pursue it appropriately Provide (2 hard copies, and one PDF) updated plan sheet with changes to the storm system for the pond parcel for review and approval Removed washed in soils from the neighboring property and dispose of offsite (Has not been verified with inspector) Remove amended soils that have been contaminated with offsite soils and dispose of offsite (No amended soils were removed) Remove amended soils that still meet specifications and stockpile (No amended soils were removed) Excavate pond to 18†below finished grade, verify with surveyor appropriate elevation (Have not received this information) Clean out CB and inlet pipe as necessary and verify with inspector (Has not been verified with inspector) Install 18†of amended soils (Has not been verified with inspector) Provide paperwork of specifications for amended soils (Complete) Verify with inspector all work has been completed per plan (work has not been verified with inspector) Stabilize all slopes and bottom of the pond with seeding and other ESC measures as necessary (new point discharges into the pond must be dealt with, and erosion areas must be repaired) Please let me know if you have any questions, Nova Nova Heaton, P.E. City of Arlington Community & Economic Development 18204 59th Ave NE Arlington, WA 98223 nheaton@arlingtonwa.gov 360.403.3437 From: Chuck To: Nova Heaton Cc: Launa Peterson; elden@macengineering.net Subject: RE: [External] - RE: R&B Developers Date: Friday, December 28, 2018 10:01:58 AM Attachments: image001.jpg Thank you for the update. Chuck Gerdes, EIT chuck@macengineering.net From: Nova Heaton [mailto:NHeaton@arlingtonwa.gov] Sent: Friday, December 28, 2018 9:59 AM To: Chuck Cc: Launa Peterson Subject: RE: [External] - RE: R&B Developers Oh, sorry, I didn’t realize there was a new set in my inbox. I will look at the new set and get back to you. Nova From: Nova Heaton Sent: Friday, December 28, 2018 9:56 AM To: 'Chuck' <chuck@macengineering.net> Cc: Launa Peterson <lpeterson@arlingtonwa.gov> Subject: RE: [External] - RE: R&B Developers Good Morning Chuck, It does look like the flow calculations for the 12†pipe need adjusted. I just threw it into a quick online calculator, but I think it might need upsized to a 24â€. In addition I need the sewer information shown on the plans to approve them. I think that is all, we will send out official comments today or Monday. Nova From: Chuck [mailto:chuck@macengineering.net] Sent: Thursday, December 13, 2018 6:53 AM To: Nova Heaton <NHeaton@arlingtonwa.gov> Subject: [External] - RE: R&B Developers Thank you, I will give it a look. Also, I woke up this morning and feel that I made a mistake with regards to the flow calculations on that 12 inch pipe. I believe I used a slope of 5% rather than 0.5%. I will look it over today and let you know. If I did can we still approve the plans with conditions, rather than resubmitting a new sent? I can provide updated calculations for an 18inch pipe. Let me look and I will get back to you. Thank you Chuck Gerdes, EIT chuck@macengineering.net From: Nova Heaton [mailto:NHeaton@arlingtonwa.gov] Sent: Tuesday, December 11, 2018 11:49 AM To: Chuck Subject: FW: R&B Developers Good Morning Chuck, I talked to the sewer department and they provided this information for you to reflect on the plans for R&B developers. Hope this is helpful, let me know if you have any questions. Nova From: Jay Lemke Sent: Tuesday, December 11, 2018 11:23 AM To: Nova Heaton <NHeaton@arlingtonwa.gov> Subject: R&B Developers Nova, Attached is the location of utilities near lift station #6 as we discussed earlier, let me know if you need anything else. Thank you, Jay Lemke WW Collection Systems Specialist III City of Arlington DESK: 360-403-3552 E-MAIL: jlemke@arlingtonwa.gov From: Marc Hayes To: Steve Peiffle; Launa Peterson; Kevin Olander Cc: Nova Heaton; Nalini M Subject: RE: R & B Developers LLC Date: Wednesday, December 11, 2019 12:17:40 PM Attachments: image001.png image003.png Steve, Kevin is the contact regarding the completion and acceptance of the stormwater pond, which as of 2 weeks ago was still incomplete. Kevin is unfortunately out of the office until 12/20. Nova could check on its completion in the interim. As for the complaint Ray filed with the City, we haven’t addressed that yet because we thought that you were representing that situation on his behalf. If that is not the case then I will have Nalini begin her investigation and process. Marc Hayes Community and Economic Development Director 18204 59th Dr. NE, Arlington WA 98223 O: 360.403.3457 mhayes@arlingtonwa.gov | www.arlingtonwa.gov From: Steve Peiffle <steve@snolaw.com> Sent: Wednesday, December 11, 2019 11:58 AM To: Marc Hayes <mhayes@arlingtonwa.gov>; Launa Peterson <lpeterson@arlingtonwa.gov>; Kevin Olander <kolander@arlingtonwa.gov> Subject: R & B Developers LLC Hi everyone, not wearing my city attorney hat. I’m working with Ray Phillips at R &B. I think he’s asked me to follow up on two issues: (1) his permit for the stormwater pond; and (2) an enforcement complaint he took regarding the neighboring property that is flooding his property. At this point I just want to know who I should be talking to about these issues and whether it might be more than one of you regarding his project/property. I’m going to be in court early this afternoon but I’d like to follow up with a phone call later this afternoon if you can let me know who I should be talking to. Steven J. Peiffle Bailey, Duskin & Peiffle, P.S. P.O. Box 188, 103 North St. Arlington, WA 98223 steve@snolaw.com www.snolaw.com 360-435-2168 fax 360-435-6060 NOTICE: This communication may contain privileged or other confidential information. If you are not the intended recipient, or believe that you have received this communication in error, please do not print, copy, retransmit, disseminate, or otherwise use the information. Also, please indicate to the sender that you have received this email in error, and delete the copy you received. Thank you. From: Ray Phillips To: Nova Heaton; caprice@platsplus.com Cc: Launa Peterson; Kevin Olander; Marc Hayes Subject: Re: R & B Pond Construction Date: Tuesday, April 23, 2019 5:08:58 PM Attachments: image001.png [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Nova, Appreciate the overview and courtesy scan. My assigned CESCL has and is making recommendations for erosion control. We are still working both the stockpile and my placing of extra fill from the pond material into some low areas as you have highlighted. We will continue to work these areas at least every other day as needed. The filled in areas that were low or dipped will be covered with straw and grass seeded after we are done, approx. around April 30th. In reference to the location of the stockpile on the plans, at the pre-con meeting my last comment directly to you, I said that the position of the stockpile was placed rite in a driveway for my tenants and that I was going to use some of the pond material to fill in low areas on the north side of the property. As the Stock pile grew 10 times what the engineer had drawn on the plans, the only place left to place it in the interim was my empty vacant lot in the center of my property. I have been removing/working the big stockpile daily, and soliciting outside sources to come fetch what they need for their offsite projects. The wood beams (untreated) and bigger logs that came out of the pond material have been placed on the top of the slope not on the slope. They will stay there as this is still my property and I chose to place them there more as a safety barrier when mowing the top of my slope. Now for the directive: "DO NOT ENTER MY PROPERTY!" without myself or my contractor. Additionally as we are instructed to call for inspections as needed, you will call ME for access to my property. PLUS, it is just unsafe and I will not be liable for your jaunt with no escort. Regards, Ray Phillips R&B Developers LLC Manager 425-231-0076 -----Original Message----- From: Nova Heaton <NHeaton@arlingtonwa.gov> To: Ray Phillips <r67gto@aol.com> Cc: Launa Peterson <lpeterson@arlingtonwa.gov>; Kevin Olander <kolander@arlingtonwa.gov>; Marc Hayes <mhayes@arlingtonwa.gov> Sent: Tue, Apr 23, 2019 9:55 am Subject: R & B Pond Construction Good Morning Ray, I took a moment to visit the site yesterday and it looks like you are close to finished with your pond excavation. There are issues onsite that need to be addressed right away; The below snip is from the approved plan set. The dashed line that goes around your construction entrance and pond indicates the area of disturbance. This should be the only areas of open construction, storage of materials, etc. The highlighted areas show fill, grading, or storage of erodible materials. Grading outside the approved plan set is not allowed. Storage of materials must be as approved and covered within 24 hours per plan. Additionally, debris (wood, concrete, rocks) has been placed outside the silt fence on the slope and must be removed. Please put together a strategy for compliance on the site. It needs to include removal or stabilization of stockpiled materials. The areas of grading will need to be restored to their original contours and stabilized (planted) to prevent erosion and siltation. As discussed previously, due to the critical slope and critical area this site is sensitive and must be handled carefully. Work outside the permitted area is not allowed. The plan must include timing for removal and restoration. Failure to provide a restoration plan to the City within 48 hours will result in a Stop Work order and associated fines. Nova Heaton, P.E. City of Arlington Community & Economic Development 18204 59th Ave NE Arlington, WA 98223 nheaton@arlingtonwa.gov 360.403.3437 From: Nova Heaton To: Caprice Hochstrasser; Ray Phillips Cc: Brendan Reeves; Kevin Olander; Launa Peterson; Marc Hayes Subject: RE: R&B Developers CECL Inspection Reports Date: Thursday, April 25, 2019 4:56:40 PM Thank you for the TESC reports. I still need an updated plan that accurately represents the work being done on the site. Please address the following issues on a work plan by tomorrow; · Fill outside the work area must be removed and restored (it could possibly be permitted instead, but that would need to be proposed and evaluated per the City permitting process) · Identify the actual site for stockpile and the BMP’s being used · Timing for removal of debris outside of the silt fence · Timing and strategy for stabilization of disturbed areas on the site that were not included in the permit As previously stated, failure to work with the City on compliance by tomorrow will result in a Stop Work order being placed on the site and associated fees. Thank you, Nova From: Caprice Hochstrasser [mailto:caprice@platsplus.com] Sent: Wednesday, April 24, 2019 1:15 PM To: Ray Phillips <r67gto@aol.com> Cc: Nova Heaton <NHeaton@arlingtonwa.gov>; Brendan Reeves <brendan@platsplus.com> Subject: R&B Developers CECL Inspection Reports [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Good afternoon, Attached for your review are the TESC Inspection/Observation reports with recommendations for your Arlington Storm Pond project site. Should you have any questions, please do not hesitate to contact me. Please confirm receipt. Thank you. Caprice Hochstrasser PLATS PLUS, INC. 425-508-9570 C 425-657-4341 F From: Ray Phillips To: Nova Heaton; elden@macengineering.net Cc: Marc Hayes; Kevin Olander; Launa Peterson; Raelynn Jones; Kristin Foster Subject: Re: R&B Pond Construction Date: Sunday, February 9, 2020 6:45:20 AM [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] See below response -----Original Message----- From: Nova Heaton <NHeaton@arlingtonwa.gov> To: Ray Phillips <r67gto@aol.com>; elden@macengineering.net <elden@macengineering.net> Cc: Marc Hayes <mhayes@arlingtonwa.gov>; Kevin Olander <kolander@arlingtonwa.gov>; Launa Peterson <lpeterson@arlingtonwa.gov>; Raelynn Jones <rjones@arlingtonwa.gov>; Kristin Foster <kfoster@arlingtonwa.gov> Sent: Fri, Feb 7, 2020 5:07 pm Subject: RE: R&B Pond Construction Thank you for providing the turnaround change, it wasn’t in the file. Regarding the work on the property to the west, are these temporary measures to prevent their drainage from damaging your pond? Is this something you are completing or them? Just trying to understand the situation out there. These are temporary measures to prevent flooding of their building and my pond during heavy rain events. I had them maintenance the existing drain swale along their property to prevent any further wash ins to my pond with heavy rain events. Their plans are to engineer a drainage plan for their property to include catch basins to tie into the storm pond at a later date (Info from Dave Nelson, rep for property owner Ms Zheng). Seemed like they were going to engineer the sewer and drainage plan together in the near future. Once the pond is no longer full of water, the amended soils (BSM) 18†depth must be verified. This must be done in the field, as previously discussed. In addition, the inspector will need to verify that all contaminated soils have been removed, as previously discussed. Here is an update; Provide auditor’s file number for recorded easements shown on C1 of plans (update easement to reflect actual location of turn around) Provide (2 hard copies, and one PDF) updated plan sheet with changes to the adjacent parcel drainage for review and approval, or if this work is done by others let me know so I can pursue it appropriately (Waiting for more information) Provide (2 hard copies, and one PDF) updated plan sheet with changes to the storm system for the pond parcel for review and approval (I will have my inspector verify that this has been removed) Removed washed in soils from the neighboring property and dispose of offsite (Has not been verified with inspector) Remove amended soils that have been contaminated with offsite soils and dispose of offsite (Has not been verified with inspector) Remove amended soils that still meet specifications and stockpile (No amended soils were removed and stockpiled, waiting to verify depth of amended soils with inspector) Excavate pond to 18†below finished grade, verify with surveyor appropriate elevation (Received survey of pond bottom elevation, need inspector to verify depth) Clean out CB and inlet pipe as necessary and verify with inspector (Has not been verified with inspector) Install 18†of amended soils (Has not been verified with inspector) Verify with inspector all work has been completed per plan (work has not been verified with inspector) Stabilize all slopes and bottom of the pond with seeding and other ESC measures as necessary (new point discharges into the pond must be dealt with, and erosion areas must be repaired) Completed Items Provide (2 hard copies, and one PDF) updated plan sheet with changes to the turnaround location for review and approval (Complete) Provide paperwork of specifications for amended soils (Complete) From: Ray Phillips <r67gto@aol.com> Sent: Friday, February 7, 2020 1:48 PM To: Nova Heaton <NHeaton@arlingtonwa.gov>; elden@macengineering.net; tromanick@aesgeo.com Cc: Marc Hayes <mhayes@arlingtonwa.gov>; Kevin Olander <kolander@arlingtonwa.gov>; Launa Peterson <lpeterson@arlingtonwa.gov>; Raelynn Jones <rjones@arlingtonwa.gov>; Kristin Foster <kfoster@arlingtonwa.gov> Subject: Re: R&B Pond Construction [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] -Refer to City of Arlington request #318052552 and #318051830 (DTD 11/27/19) for enforcement and remedy of any BSM deviation from specs. -To clarify, the sieve results from associated earth sciences is only for my native sand from the very bottom of that pond, not for the BSM. Done for the possibility of mixing my sand with ingredients to produce BSM (cancelled) -Attached is your permission to move the access hammerhead position, as-built will follow paving. -Neighboring property to the west provided drain pipes to go under paving to avoid potential flooding in their building. -Neighbors swale has been cleaned out to prevent any premature water run off into the pond at 2 locations. one area was the ramp which has been restored, the second area is on the west slope of the pond (half restored) -----Original Message----- From: Nova Heaton <NHeaton@arlingtonwa.gov> To: Ray Phillips <r67gto@aol.com>; elden@macengineering.net <elden@macengineering.net>; Tony Romanick <tromanick@aesgeo.com> Cc: Marc Hayes <mhayes@arlingtonwa.gov>; Kevin Olander <kolander@arlingtonwa.gov>; Launa Peterson <lpeterson@arlingtonwa.gov>; Raelynn Jones <rjones@arlingtonwa.gov>; Kristin Foster <kfoster@arlingtonwa.gov> Sent: Fri, Feb 7, 2020 11:35 am Subject: R&B Pond Construction Ray, I contacted Cedar Grove and had them send over the appropriate testing report to verify the soil was approved when placed in the trench. With that I am able to mark that requirement complete. I understand you feel the soils remaining in the pond meet the requirements on the plans, and you have hired a testing company to verify that is the case. I received a sieve analysis from associated earth sciences, that tested for 3 of the requirements of your bioretention soil media (BSM), the sample provided passed 2 requirements but failed 1. Those requirements are shown on sheet C5 of the plans. In order to prove the remaining BSM in the pond meets the requirements after offsite contaminated soils were mixed in, I need a complete report showing the soil passes all requirements, in multiple locations, and where the tests were taken. I contacted the testing company to try and obtain additional information, I have attached the response. The testing must occur in multiple locations, the samples must be taken by the testing company, and the locations must be documented in the report. The testing agency would determine based on their professional knowledge the number and location of samples required based on the uniformity of the soil they see out in the field. In the event the soil doesn’t pass, they would also be able to direct the areas of excavation needed to remove contaminated soils and replace them with approved soils. Please see page C5 for those requirements, they include compost to aggregate ratio, organic matter content, and Cation Exchange Capacity in addition to the sieve analysis. I understand you have had a surveyor verify elevations, however I have not received this information. Please have your surveyor send documentation. When you were in my office recently you had a plan you had marked up, with a change to the turnaround location. This is not an approved change to the plans. Any changes to the construction drawings must be submitted for review and approval. On sheet C1, there are 3 easements shown, the 60’ access easement AFN 200709210512, a 20’ access easement for the turn around, and a 20’ storm and utility easement to provide access down to the pond for the upper lots. I need the Auditor’s file number (AFN) for the 2 easements that don’t provide this on the plan. Note, moving the turnaround as discussed above would require a change to the easement location. I must be able to verify all easements have been recorded and are in the appropriate location for the facilities built. The parcel to the west of the pond (31051700404400) has some updated and unpermitted storm drainage construction on their site that is impacting your pond. Currently runoff is overtopping into the pond in a way the pond is not designed to handle. I don’t know the details of your agreement with them, but this work must be designed and permitted, prior to construction. If this work was not done by you, please let me know and I will contact the owners. See attached photos. The parcel the pond is on (31051700400100) has some updated and unpermitted storm drainage construction on their site that is impacting your pond. This work must be designed and permitted prior to construction. The runoff currently directed into the pond from above will cause erosion and damage to the pond and must be corrected immediately. Please provide plans for review and approval. See attached photos. Here is an update (Items in orange are new based on 2/6/2020 site visit); Provide (2 hard copies, and one PDF) updated plan sheet with changes to the turnaround location for review and approval Provide auditor’s file number for recorded easements shown on C1 of plans Provide (2 hard copies, and one PDF) updated plan sheet with changes to the adjacent parcel drainage for review and approval, or if this work is done by others let me know so I can pursue it appropriately Provide (2 hard copies, and one PDF) updated plan sheet with changes to the storm system for the pond parcel for review and approval Removed washed in soils from the neighboring property and dispose of offsite (Has not been verified with inspector) Remove amended soils that have been contaminated with offsite soils and dispose of offsite (No amended soils were removed) Remove amended soils that still meet specifications and stockpile (No amended soils were removed) Excavate pond to 18†below finished grade, verify with surveyor appropriate elevation (Have not received this information) Clean out CB and inlet pipe as necessary and verify with inspector (Has not been verified with inspector) Install 18†of amended soils (Has not been verified with inspector) Provide paperwork of specifications for amended soils (Complete) Verify with inspector all work has been completed per plan (work has not been verified with inspector) Stabilize all slopes and bottom of the pond with seeding and other ESC measures as necessary (new point discharges into the pond must be dealt with, and erosion areas must be repaired) Please let me know if you have any questions, Nova Nova Heaton, P.E. City of Arlington Community & Economic Development 18204 59th Ave NE Arlington, WA 98223 nheaton@arlingtonwa.gov 360.403.3437 [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hi Nova, I am afraid I do not have much more detail to provide. The Client requested the sieve on material he brought to our lab. We were provided with the sample and specs and we made no site visit. No other testing was completed. Tony Romanick, P.E. | Senior Project Engineer tromanick@aesgeo.com | www.aesgeo.com Associated Earth Sciences, Inc. O| 425-827-7701 C| 425-766-2298 From: Nova Heaton <NHeaton@arlingtonwa.gov> Sent: Friday, February 7, 2020 9:21 AM To: Tony Romanick <tromanick@aesgeo.com> Subject: RE: R&B Developers Here is a copy of the information I received. Hope this helps. I am trying to understand the testing done. Thanks you, Nova From: Nova Heaton Sent: Wednesday, February 5, 2020 8:27 AM To: Tony Romanick <tromanick@aesgeo.com> Subject: RE: R&B Developers It was for Ray Phillips, the sieve report says Phillips Sieve for project # 19028 E001 Nova From: Tony Romanick <tromanick@aesgeo.com> Sent: Wednesday, February 5, 2020 7:54 AM To: Nova Heaton <NHeaton@arlingtonwa.gov> Subject: RE: R&B Developers [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Can you attach the sieve results or report? I am unsure of what project this is about. Thank you. Tony Romanick, P.E. | Senior Project Engineer tromanick@aesgeo.com | www.aesgeo.com Associated Earth Sciences, Inc. O| 425-827-7701 C| 425-766-2298 From: Nova Heaton <NHeaton@arlingtonwa.gov> Sent: Tuesday, February 4, 2020 2:58 PM To: Tony Romanick <tromanick@aesgeo.com> Subject: R&B Developers Tony, I received a report of a sieve test on this site from you, but no context as to what material you were testing, where the material was located, how it was obtained. Is this the bioretention soil from the bottom of the pond? Was it taken from several locations? Do you have photos or a sketch at all? It appears to me that this material meets the sieve and the coefficient of curve, but did not meet the coefficient of uniformity. Was this consistent throughout the site? Where multiple samples taken? You were not asked to verify compliance with the compost to aggregate ration, organic matter content, or CEC? I am just trying to figure out how much of the material is out of compliance and for all necessary criteria. Thank you, Nova Nova Heaton, P.E. City of Arlington Community & Economic Development th 18204 59 Ave NE Arlington, WA 98223 nheaton@arlingtonwa.gov 360.403.3437 From: Marc Hayes To: Ray Phillips; Nova Heaton; Launa Peterson; Kevin Olander Cc: Ryan Morrison; Fred Rapelyea; Joe Wilson; caprice@platsplus.com; Brendan@platsplus.com Subject: RE: Roadway Patch - CDF Date: Friday, March 29, 2019 3:15:03 PM Attachments: image001.png Ray, Please see the comments below. If you are in agreement with theses revisions then we can proceed forward with the roadway restoration as discussed. Look forward to your reply. Thank you. Marc Marc Hayes |Community & Economic Development – Director | 360.403.3457 City of Arlington, Washington The best way to predict the future is to create it yourself – Abraham Lincoln From: Ray Phillips [mailto:r67gto@aol.com] Sent: Friday, March 29, 2019 2:11 PM To: Nova Heaton <NHeaton@arlingtonwa.gov>; Launa Peterson <lpeterson@arlingtonwa.gov>; Marc Hayes <mhayes@arlingtonwa.gov>; Kevin Olander <kolander@arlingtonwa.gov> Cc: Ryan Morrison <RMorrison@arlingtonwa.gov>; Fred Rapelyea <frapelyea@arlingtonwa.gov>; Joe Wilson <jwilson@arlingtonwa.gov>; caprice@platsplus.com; Brendan@platsplus.com Subject: Re: Roadway Patch - CDF [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Nova/Marc, Just to follow up on the agreement (as discussed on 29 March 2019 @ 10am in the Planning Office) reached to proceed with finishing the road trench across Smokey Point Blvd for our project. - The City wants 12" of ACP (Asphalt) under the current ACP (approx. 6") that we have saw cut thru to access trench for new gravity sewer line. Installation shall be as per Detail R-140. - City is requiring demanding a 4yr maintenance bond in place of the standard 2yr maintenance bond. - Plats Plus will provide one lane closure dates 3 days in advance of paving operation, to CED Planning office. The Right of Way Inspector shall be required to be present during the restoration process. Asphalt shall be compacted in 3†lifts during installation. This agreement is in place of the City of Arlington's requirement demand to install CDF after trench had been filled with select material as per approved plans. Controlled Density Fill (CDF) is required for all trench restoration within the Roadway Prism per COA Detail R-140. This was stated at the pre-construction meeting prior to the sewer installation. You and your contractor chose not to comply with Standard Detail R-140. The City of Arlington is allowing this departure from the requirement to backfill the trench with CDF, to address your claim of miscommunication. These are not demands as you have stated, but rather requirements to ensure that the trench restoration and longevity of the roadway surface is protected in the public interest. Sincerely, Ray Phillips R&B Developers LLC Nova or Marc, Please reply to all upon receipt to accept and provide any further clarification. Thank You -----Original Message----- From: Nova Heaton <NHeaton@arlingtonwa.gov> To: Ray Phillips <r67gto@aol.com>; Launa Peterson <lpeterson@arlingtonwa.gov>; Marc Hayes <mhayes@arlingtonwa.gov>; Kevin Olander <kolander@arlingtonwa.gov> Cc: Ryan Morrison <RMorrison@arlingtonwa.gov>; Fred Rapelyea <frapelyea@arlingtonwa.gov>; Joe Wilson <jwilson@arlingtonwa.gov>; caprice@platsplus.com <caprice@platsplus.com>; Brendan@platsplus.com <Brendan@platsplus.com> Sent: Fri, Mar 29, 2019 8:15 am Subject: RE: Roadway Patch - CDF Correction, I have now received the compaction testing. Nova From: Nova Heaton Sent: Friday, March 29, 2019 8:09 AM To: 'Ray Phillips' <r67gto@aol.com>; Launa Peterson <lpeterson@arlingtonwa.gov>; Marc Hayes <mhayes@arlingtonwa.gov>; Kevin Olander <kolander@arlingtonwa.gov> Cc: Ryan Morrison <RMorrison@arlingtonwa.gov>; Fred Rapelyea <frapelyea@arlingtonwa.gov>; Joe Wilson <jwilson@arlingtonwa.gov>; caprice@platsplus.com; Brendan@platsplus.com Subject: RE: Roadway Patch - CDF Ray, CDF is required. A city inspector is required to be onsite during fill work in the road. The sewer inspector told you CDF, I told you CDF, Kevin would have told you CDF if he had been onsite as required. This is why working closely with your inspector, Kevin Olander, is important as discussed in the pre-con. It helps protect you from costly mistakes such as this one. We have received no compaction testing information. This will need to be excavated to the satisfaction of the inspector and CDF will need to be put in the trench per our standard R- 140. As I will be out of the office all week next week you will need to schedule this work with Kevin Olander. Nova From: Ray Phillips [mailto:r67gto@aol.com] Sent: Thursday, March 28, 2019 7:13 PM To: Nova Heaton <NHeaton@arlingtonwa.gov>; Launa Peterson <lpeterson@arlingtonwa.gov>; Marc Hayes <mhayes@arlingtonwa.gov>; Kevin Olander <kolander@arlingtonwa.gov> Cc: Ryan Morrison <RMorrison@arlingtonwa.gov>; Fred Rapelyea <frapelyea@arlingtonwa.gov>; Joe Wilson <jwilson@arlingtonwa.gov>; caprice@platsplus.com; Brendan@platsplus.com Subject: Re: Roadway Patch - CDF [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Nova, To reply correctly beyond our phone call just after your email was received. I came in to your office yesterday to ask the question, why we are not able to utilize the desirable pit run that came out of the trench for backfilling the road trench and utilize gravel at a 3ft depth under the asphalt? You made mention that CDF "May be required" for excessive Sloughing (SP). When you had made this brief mention about CDF, I didn't have a clue what you were referring to. Then you started talking about how when gravel is compacted compared to pitrun, I understood your reasoning all day long, how it will pack much tighter then the native pit run. They had excessive sloughing but it wasn't under the road it was more on the roadside where the first manhole was set. As I go over and over the plans that were reviewed and approved by you and your staff, I keep circling back to the fact that if this road trench has a "City Standard Requirement" Why wasn't this commented on during the review process to get it changed to reflect such a "requirement"?? And why wasn't this little detail brought to my contractors attention during the daily inspections as far as this site remotely needing CDF? All these indicators along with question marks on the pre-con briefing for CDF and Caprices notes saying "may req CDF", are not forthcoming to mandate this as a "City Standard Requirement" for Trenching Transverse To Roadway. Plats Plus has been performing flawlessly during the construction process to date. Please reach out to myself or Caprice for a follow up meeting as needed to clarify direction at this point in time. Respectfully, Ray -----Original Message----- From: Nova Heaton <NHeaton@arlingtonwa.gov> To: Ray Phillips <r67gto@aol.com>; Launa Peterson <lpeterson@arlingtonwa.gov>; Marc Hayes <mhayes@arlingtonwa.gov>; Kevin Olander <kolander@arlingtonwa.gov> Cc: Ryan Morrison <RMorrison@arlingtonwa.gov>; Fred Rapelyea <frapelyea@arlingtonwa.gov>; Joe Wilson <jwilson@arlingtonwa.gov> Sent: Thu, Mar 28, 2019 11:41 am Subject: Roadway Patch - CDF Ray, We spoke yesterday about the need to put CDF in the roadway trench. This is per the City of Arlington Standard Plan R-140 and City Standard 2-10.06. This was also indicated in the preconstruction meeting in the notes that CDF is required as road fill to prevent undermining of the asphalt. I explained when you were in yesterday the need for CDF and the reasoning. Unfortunately, after our conversation you chose not to follow City standard plans and now the fill placed must be removed and replaced with CDF. Ensure our inspector Kevin Olander is made aware of your schedule for this work and is available to oversee the removal and installation of CDF. Because the work has now been covered and will have to be excavated it will be more difficult to determine if or where undermining has occurred and may require more excavation that would have originally been done. It is also a condition of your traffic control plan to provide 3 days’ notice of the in roadway work. This is so our communication department can put out informational bulletins to the traveling public that there may be delays. You will need to provide a clear schedule of the future one lane closure for the corrective work. If you have any questions, please don’t hesitate to contact me. Thank you, Nova Nova Heaton, P.E. City of Arlington Community & Economic Development 18204 59th Ave NE Arlington, WA 98223 nheaton@arlingtonwa.gov 360.403.3437 From: Nova Heaton To: Ray Phillips; Launa Peterson; Marc Hayes; Kevin Olander Cc: Ryan Morrison; Fred Rapelyea; Joe Wilson Subject: Roadway Patch - CDF Date: Thursday, March 28, 2019 11:41:01 AM Attachments: R_140_PAVEMENT PATCH.pdf image001.png Ray, We spoke yesterday about the need to put CDF in the roadway trench. This is per the City of Arlington Standard Plan R-140 and City Standard 2-10.06. This was also indicated in the preconstruction meeting in the notes that CDF is required as road fill to prevent undermining of the asphalt. I explained when you were in yesterday the need for CDF and the reasoning. Unfortunately, after our conversation you chose not to follow City standard plans and now the fill placed must be removed and replaced with CDF. Ensure our inspector Kevin Olander is made aware of your schedule for this work and is available to oversee the removal and installation of CDF. Because the work has now been covered and will have to be excavated it will be more difficult to determine if or where undermining has occurred and may require more excavation that would have originally been done. It is also a condition of your traffic control plan to provide 3 days’ notice of the in roadway work. This is so our communication department can put out informational bulletins to the traveling public that there may be delays. You will need to provide a clear schedule of the future one lane closure for the corrective work. If you have any questions, please don’t hesitate to contact me. Thank you, Nova Nova Heaton, P.E. City of Arlington Community & Economic Development 18204 59th Ave NE Arlington, WA 98223 nheaton@arlingtonwa.gov 360.403.3437 From: Tom Barry To: Launa Peterson Subject: RE: R&B - 15066 Date: Tuesday, March 23, 2021 6:57:33 PM Attachments: RB Developers Sewer and Storm As-Built Survey 1-6-21.zip RB Developers Sewer and Storm Utility As-Built Survey rev05 1-6-21.pdf [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hi Launa, Finally got around to it. See attached. Sincerely yours, Thomas E. Barry, Senior Principal Land Surveyor Metron and Associates, Inc. Land Surveys, Maps & Land-Use Planning Serving the Northwest since 1960 teb@metrongis.com From: Launa Peterson <lpeterson@arlingtonwa.gov> Sent: Monday, March 15, 2021 10:07 AM To: Tom Barry <teb@metrongis.com> Cc: Kristin Foster <kfoster@arlingtonwa.gov> Subject: R&B - 15066 Good morning Tom, Would you please email the AutoCAD files for R&B Developers As-builts, your project number 15066. Respectfully, Launa Peterson Launa Peterson Permit Technician II City of Arlington 18204 59th Avenue NE Arlington, WA 98223 (located inside the Airport Office Building) Direct: 360-403-3527 – Office: 360-403-3551 Direct: lpeterson@arlingtonwa.gov – Office: ced@arlingtonwa.gov Visit us at arlingtonwa.gov “The greatness of a nation can be judged by the way its animals are treated.†Mahatma Gandhi !"# $%&'(')*+',- ./"0# $%&'(')*+',- ./"0.1122 34565' ('78' ./"09:9;9< 6,=-(>))'?@ A : 0" 2 0 6=BC>))>+- D 0 E3F3 F G/ H)I'7J6))F')I'7KL6J'7M>7'',>7MN7'5O,3 M5*K6*)NJ*L ;" PQ R &,6>76M'67I4'S', T/U 0 N !" A A4L*V'=B*>75%)(I W: 1 H& W22U1 E A GX2 A ;U2 YZHY YH% Y& .22[01 6876%)6JV B6,J')\ II,'--'M6)&'-J,>+5>*7 S7',Y6L' S7',BC*7' ]*7>7M E A A4 ^H_B YZ $% EAA 5C', %& &HH BH 4 >-J'))67'*8- 678`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ity of Arlington Community & Economic Development May 6, 2020 R.L.R. Investments, LLC 600 Gillam Road Wilmington, OH 45177 Coast Construction Group 328 N. Olympic Avenue Arlington, WA 98223 RE: Project Closeout Project Name: R & L Carriers Project Address: 19223 68th Drive NE, Arlington, WA 98223 Project No.: PWD-1654 Mr. Meyer, Portions of the construction project are nearing completion. Prior to Certificate of Occupancy issuance and performance bond #K1572336 release, review and approval of all items related to the project closeout are required. Plans shall adhere to the Public Works Design and Construction Standard 1-11. Submit two (2) full paper sets along with the electronic format (pdf). 1. Submit with as-built plans; Bills of Sale for public water, sanitary sewer and stormwater drainage, in easements, streets and public right of ways. Most often the public sanitary sewer will stop at the property line. 2. Legal description and exhibit map by a Professional Engineer or Surveyor licensed in the state of Washington for the following: a. Onsite 20 foot easement for the public water and/or system infrastructure. 3. As-built plan submittal for all public and private infrastructure, and right of way improvements. 4. Maintenance Bond as outlined below. 5. AutoCAD files are required with as-built plan final approval. A 2-year maintenance bond is required; this is your official letter of request to take to the surety of your choosing. The city of Arlington does not have a standard form for a maintenance bond; the surety’s standard form is acceptable but must include language that the bond shall not be released without written discharge from the City of Arlington. The 2-year maintenance bond consists of the following and shall be indicated on the security: All items to be dedicated to the City of Arlington, or were repaired do to construction; including but not limited to infrastructure relating to the water, sanitary sewer and stormwater drainage systems, private and public landscaping and right-of-way improvements. Maintenance Bond Estimated Cost of Construction $152301.88 x 20% = $30,460.38 Should you have any questions or require additional information, please contact me at 360.403.3527 or lpeterson@arlingtonwa.gov. Sincerely, Launa Peterson, Permit Technician II Community & Economic Development 18204 59th Avenue NE, #B - Arlington, WA, 98223 - 360-403-3551 – www.arlingtonwa.gov