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09/15/2020 - PacketUtilities Committee Meeting Agenda September 15, 2020, 5:00 p.m. Pursuant to the Governor's "Stay Home - Stay Safe " Order, the City is prohibited from conducting meetings unless the meeting is NOT conducted in person and instead provides options for the public to attend through telephone access, internet or other means of remote access, and also provides the ability for persons attending the meeting (not in person) to hear each other at the same time. Therefore; Remote access only Link: https://us02web.zoom.us/6/87423604605?pwd=dFoOSHMvTk 1 mSXBoYX14eXZJbkR11QT0 Zoom Meeting ID: 874 2360 4605 Passcode: 903435 • Sanitary Sewer CFC's - Update • Water System Plan 2020/2030 - Update • Stormwater Comprehensive Plan (2021) - Update • General Sewer Plan Amendment 2020 - Update • Cross Connection Control & FOG Programs - Discussion • McCormick Sewer Pump Station # 1 Repairs - Update o Groundwater Intrusion o Connection Point Movement • 580 Zone Water Campus - Update: o Well #12 o Well # 11 0 580 Tank o Splash Pad • Utility Department Work Plan - Update: o Foster Pilot Project & Water Rights 2019/2020 o Well # 13 - Proposed Site Plan o Well # 13 - Maple Avenue (Water Mains, PRV's & Well #6) o McCormick Sewer Pump Station #2 • Next Meeting: October 20, 2020 Future AEenda Items: • 580 Transmission Main • Marina Sewer Pump Station 80% Design • Stormwater Program Status - Presentation • Option to Levy Excise Taxes on W/S - Discussion 0 SKWRF Nutrient Cap - Update • McCormick Communities - Global Agreement • 2019-2024 NPDES Permit Draft Comments - Update • Bay Street - Street Lighting & Marquee - Update • Touch -Read Water Meters - Update • Water System Fluoridation - Update • Fire Hydrant Operation and Maintenance Program - Update • Valve Operation and Maintenance Program - Update • Sanitary Side Sewer Policy - Discussion ORDINANCE NO. AN ORDINANCE OF THE CITY OF PORT ORCHARD, WASHINGTON, AMENDING PORT ORCHARD MUNICIPAL CODE, CHAPTERS 13.04.025 "FEE SCHEDULE" AND 13.04.o65 "CPI ADJUSTMENT." WHEREAS, the Port Orchard City Council initiated a Sewer Capital Facilities Charge (CFC) Update analysis by Katy Isaksen & Associates, Inc. on March 23, 202o and the findings were presented to both the City Council and the Public on July 21, 2020; and WHEREAS, the Port Orchard City Council has determined that apart from any consideration of rate increases, certain Sewer CFC's shall be modified; and WHEREAS, the Port Orchard City Council has also determined that apart from any consideration of rate increases, and to reflect annual changes within the All Urban Consumers Price Index (CPI) for the Seattle — Tacoma — Bremerton area, the Water and Sewer CPI shall be modified, unless CFC's have been adjusted by the City Council during the previous six month period; and WHEREAS, the Port Orchard City Council has not modified CFC's within the past six months; and WHEREAS, a duly noticed public hearing before the Port Orchard City Council on the proposed Amendments was held on September 22, 2020; now, therefore, THE CITY COUNCIL OF THE CITY OF PORT ORCHARD, WASHINGTON, DO ORDAIN AS FOLLOWS: SECTION i. Section 13.04.025 of the Port Orchard Municipal Code is hereby amended to read as follows: 13.04.025 Fee Schedule. (1) The fees set forth below are referenced in POMC 13.04.030, 13.04.033, 13.04.035 and 13.04.040. Water Sewer Connection Fees Water Capital Facility Charge POMC 13.04.030(1)(a) Residential — Per ERU $5,945 Ordinance No. Page 2 Of 5 Water Sewer Connection Fees Water Capital Facility Charge Nonresidential — Based on Meter Size POMC 13.04.030(1)(b) 3/4" $5,945 1 "" $9,928 1-1/2" $19,797 2" $31,687 3"" $59,450 4" $99,103 Irrigation No connection fee Water Inspection Fee POMC 13.04.030(7) and 13.04.033(3) Per Meter $111.37 Connection Fees/Labor Installation Fees POMC 13.04.033(1) 3/4" $1,113.73 1" $1,336.49 1-1/2" $1,670.61 2" $2,227.48 Larger Estimated case by case Water in Lieu of Assessment POMC 13.04.035 Per Front Foot $111.37 Sewer Wastewater Treatment POMC 13.04.040(2) Facility Fee Per ERU $3,597.37 McCormick Land Co. Div. 1-10 $881.25 Per ERU Ordinance No. Page 3 Of 5 Water Sewer Connection Fees Sewer General Facility Fee('anital Facility Chnrl r POMC 13.04.040(2) Per ERU $51-5-7$525 Sewer Inspection Fee POMC 13.04.040(8) Per Lateral Connection $111.37 (2) The fees set forth below are referenced in POMC 13.04.050, 13.04.055, and 13.04.120. Billing and Miscellaneous Charges Billing Charges POMC 13.04.050 Water/Sewer Delinquency Notice at Location $10.00 Water Shutoff Fee $40.00 Meter Turn -Off Violations (as Determined by City) $250.00 Damaging the Utility System POMC 13.04.120 Violation Fine (as Determined by the City) $250.00 Miscellaneous Charges POMC 13.04.055 After Hours Turn-On/Shutoff $75.00 Notification to Tenant of Water $10.00 Shutoff Per Hold Harmless Agreement Service Fee for Estimated or $20.00 Final Billing Closing Requests (3) The fees set forth below are referenced in POMC 13.04.031 and 13.04.045. Water Plan Review Fees Review POMC 13.04.031 Main Extension Review Per lineal foot of main $0.30 Pump Station Review $300.00 Ordinance No. Page 4 of 5 Water Plan Review Fees Significant Facility Review* Consultant fee** plus 10% Sewer Plan Review Fees —7:� Review POMC 13.04.045 Main Extension Review Per lineal foot of main $0.30 Pump Station Review $300.00 Significant Facility Review* Consultant fee** plus 10% Water Inspection Fees Inspection POMC 13.04.031 Main Extension Inspection Per lineal foot of main $1.25 Pump Station Inspection $600.00 Significant Facility Inspection* Consultant fee** plus 10% Sewer Inspection Fees Inspection POMC 13.04.045 Main Extension Inspection Per I ineal foot of main $1.50 Pump Station Inspection $600.00 Significant Facility Inspection* Consultant fee** plus 10% * Significant facilities include improvements such as sewer lift station construction or enlargement, force main construction, water system storage tanks, well construction, and water treatment facilities. ** This review and inspection shall be performed by the city's water or sewer consultant under contract with the city for services of this type. SECTION 2. Section 13.04.o65 of the Port Orchard Municipal Code is hereby amended to read as follows: 13.04.o65 CPI Adjustment. IRE—Upealed by Ordin Ordinance No. Page 5 of 5 Commencing October i, 2021, and on October is= of each successive year thereafter, unless otherwise adjusted by the City Council during the previous six month period, all capital facility charges, connection fees, and fees in lieu of assessment set forth in this chapter, but excluding water and sewer rates, shall be automatically adjusted based upon the All Urban Consumers Price Index for the Seattle — Tacoma — Bremerton area as SECTION 3. If any section, sentence, clause or phrase of this ordinance should be held to be invalid or unconstitutional by a court of competent jurisdiction, such invalidity or unconstitutionality shall not affect the validity of constitutionality of any other section, sentence, clause or phrase of this ordinance. SECTION a. This ordinance shall be in full force and effect five (5) days after posting and publication as required by law. A summary of this Ordinance may be published in lieu of the entire ordinance, as authorized by State Law. PASSED by the City Council of the City of Port Orchard, APPROVED by the Mayor and attested by the Clerk in authentication of such passage this 22nd day of September, 2020. Robert Putaansuu, Mayor ATTEST: Brandy Rinearson, MMC, City Clerk APPROVED AS TO FORM: Charlotte A. Archer, City Attorney CITY OF PORT ORCHARD Public Works Department 216 Prospect Street, Port Orchard, WA 98366 r, Voice: (36o) 876-4991 • Fax: (36o) 876-498o WATER SYSTEM PLAN 2019 UPDATE Chapter 1 Description of Water System Chapter 2 Planning Data and Water Demand Forecasting Chapter 3 System Analysis Chapter 4 Water Resource Analysis Chapter 5 Source Water Protection Chapter 6 Operation and Maintenance Program Chapter 7 Distribution Facilities Design and Construction Chapter 8 Capital Improvements Plan Chapter 9 Financial Planning C:\Users\mdorsey\AppDota\Local\Microsoft\Windows\INetCache\Content.Outlook\WTU1 D7PP\WSP chapter list.doc City of Port Orchard Request for Qualifications The City of Port Orchard solicits statements of qualification from A&E consulting firms with expertise in the preparation of the 2021 Stormwater and Watersheds Comprehensive Plan. Scope: utilizing the City of Port Orchard's existing Stormwater Program data, the selected consultant shall develop, prepare and submit for'Ecology' approval, the City's inaugural Storm Drainage Comprehensive Plan. Deadline for Submittals: 2:00 p.m. on October 23, 2020. Contact: Mark R. Dorsey, P.E., (360) 876-4991 or publicworks@citvofportorchard.us. For full information on the Request for Qualifications, please visit our website at: https:Hwww.citvofportorchard.us/bids-and-proposals/. Consultant agrees to comply with the provisions of Title VI. Dates of Publication of RFQ: October 2, 2020 and October 9, 2020. CITY OF PORT ORCHARD PUBLIC WORKS DEPARTMENT NOTICE TO CONSULTANTS PREPARATION OF THE 2021 STORMWATER AND WATERSHEDS COMPREHENSIVE PLAN The City of Port Orchard Public Works Department solicits interest from consulting firms with expertise in the development and preparation of the 2021 Stormwater and Watersheds Comprehensive Plan. The Contract Agreement will be for FY 2020-2021, with the option for the City of Port Orchard to extend for additional time if necessary. Consultants will be considered for the Project specific below. The City of Port Orchard reserves the right to amend terms of this "Request for Qualifications " (RFQ) to circulate various addenda, or to withdraw the RFQ at any time, regardless of how much time and effort consultants have spent on their responses. The City also reserves the right to cancel this project and any associated contracts, solely at the City's discretion. Project Description The Work to be performed by the CONSULTANT shall consist of the development and preparation of the City of Port Orchard's inaugural Stormwater and Watersheds Comprehensive Plan. CONSULTANT will begin by reviewing and utilizing all existing Stormwater and Watersheds Program Data and available regional data relevant to the plan. The Work to be performed may also include additional surveying and mapping as necessary, geotechnical and land use data gathering, GIS data review/analysis and coordination with the Department of Ecology's NPDES Permit Coordinator as needed. Preparation of a storm drainage runoff model is also desired. This includes review of City owned stormwater conveyances, appurtenances and BMP's for condition and deficiencies. Review of City owned culverts for inventory/evaluation/condition assessment for inclusion in the plan is also desired. Based upon findings of this review, CONSULTANT shall develop a Stormwater and Watersheds Comprehensive Plan with the following components: 1. Introduction 2. Stormwater and Watersheds Program Description 3. Stormwater and Watersheds Infrastructure Description 4. Utility Operational Structure 5. Level of Service 6. Asset Management 7. Stormwater and Watersheds Financial Plan 8. Stormwater Management Program Plan Elements 9. Operation and Maintenance 10. Water Quality and Habitat Conditions 11. Stormwater Capital Improvement Plan 12. Regional Facilities Plan 13. Stormwater Capital Facilities Charges 14. Implementation Plan 15. References 16. Appendices U:\ENGINEERING\Storm\2021 Storm Drainage Comprehensive Plan\Admin\Selection Process\RFQ Process\RFCL2021 Storm Drainage Comprehensive Plan.docx Page 1 of 3 In addition, the CONSULTANT shall identify improvement and enhancement opportunities within City jurisdiction for surface and stormwater assets and develop a ranked list with cost estimates based upon benefit and priority. The CONSULTANT shall submit and obtain Plan approval from the Washington State Department of Ecology. Funding Source Storm Drainage Utility Evaluation Criteria Submittals will be evaluated and ranked based on the following criteria: 1) Qualification of Proposed Project Manager (15 points) 2) Qualifications/Expertise of Firm and/or Team (20 points) 3) Ability to meet Schedule (10 points) 4) Approach to the Project (25 points) 5) Familiarity with Agency (City, Tribal, Ecology & EPA) Requirements (10 points) 6) Past Performance/References (10 points) 7) Storm Drainage Modeling Expertise (10 points) Submittal Submittals should include the following information: Firm name, phone and fax numbers; Name of Principal - in -Charge and Project Manager; and Number of employees in each firm proposed to project. Proposals shall be limited to 10 pages, double sided excluding resumes, cover sheet and cover letter. Please submit THREE copies of your proposal to: City of Port Orchard, RE: Stormwater and Watersheds Comprehensive Plan, 216 Prospect Street, Port Orchard, WA 98366, and Mark R. Dorsey, P.E., Public Works Director/City Engineer no later than 2:00 p.m. on October 23, 2020. Submittals will not be accepted after that time and date. Any questions regarding this project should be directed to Mark R. Dorsey, P.E., (360) 876- 4991 or publicworksa cityofportorchard.us. If you would like to schedule a meeting to review the Stormwater Program data, please contact Zack Holt at 360.621.5239 or email zholt@cityofportorchard.us. To view the City's terms and conditions, please refer to the draft contract for this project on the City's website at httr)s://www.citvofDortorchard.us/bids-and-Dronosals/. Americans with Disabilities Act (ADA) Information The City of Port Orchard in accordance with Section 504 of the Rehabilitation Act (Section 504) and the Americans with Disabilities Act (ADA), commits to nondiscrimination on the basis of disability, in all of its programs and activities. This material can be made available in an alternate format by emailing the Public Works Department at publicworksna cityofportorchard.us or by calling (360) 876-4991. Title VI Statement The City of Port Orchard in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office U:\ENGINEERING\Storm\2021 Storm Drainage Comprehensive Plan\Admin\Selection Process\RFQ Process\RFQ_2021 Storm Drainage Comprehensive Plan.docx Page 2 of 3 of the Secretary, Part 21, nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award." Dates of Publication: Kitsap Sun: Daily Journal of Commerce: City of Port Orchard Website October 2, 2020 and October 9, 2020 editions October 2, 2020 and October 9, 2020 editions October 2, 2020 U:\ENGINEERING\Storm\2021 Storm Drainage Comprehensive Plan\Admin\Selection Process\RFQ Process\RFQ_2021 Storm Drainage Comprehensive Plan.docx Page 3 of 3 CITY OF PORT ORCHARD Public Works 216 Prospect Street, Port Orchard, WA 98366 Phone: (36o) 876-4991 • Fax: (36o) 876-4980 www.cityofportorchard.us General Sewer Plan Amendment May, 2020 FORWARD Recent land development activity in the area identified as Basin 7 Subarea of the City of Port Orchard's Sewer Collection System has created the need to identify additional Capital Improvement Projects in order to provide adequate sewer collection service. The Public Works Department contracted with BHC Consultants for modeling of the current system and evaluation of projects required to provide the necessary infrastructure. Additionally, the City contracted with Katy Isaksen and Associates to provide a financial analysis of the Improvements. The following is amended material for the Executive Summary, Section 7 — Conveyance System Analysis, and Section 8 — Collection Facility Improvements of the General Sewer Plan Update of June 2016. CONTENTS Executive Summary Section 7 Section 8 SEPA Checklist pages ES-1 thru ES-6 pages 7-1 thru 7-32 pages 8-1 thru 8-20 pages 1 thru 16 City of Port Orchard 2016 General Sewer Plan Update Amendment Executive Summary ES.1 Introduction (Chapter 1) The City of Port Orchard's (City) General Sewer Plan Update (Plan) provides a summary of the City's current sewage capacities and an analysis of the impact of projected growth on the City's sewage collection and conveyance system, and proposes a Capital Improvement Program to alleviate system deficiencies. It also documents the utility's policies, operation and maintenance practices, and financial condition. The City is located in Kitsap County and is bounded to the north by Sinclair Inlet. The location is shown on Figure 1-1. The surrounding area is a combination of rural and suburban lands in unincorporated Kitsap County. The City was incorporated in 1890 as the Towh of Sidney, and was renamed in 1903 as the City of Port Orchard. The City is primarily residential with some commercial areas and industrial activity. The current population within the existing City limits was estimated by the Washington State Office of Financial Management to be 13,150 in 2014. As of 2015, approximately 11,550 are within the City's sewer service area. Residents outside of the City's service area are served by the West Sound Utility District (WSUD) or by individual septic tanks. The City owns, operates, and maintains existing wastewater collection and conveyance facilities that provide sewer service to the City's current service area of approximately 2,100 acres. The collection system consists of gravity sewers, pump stations, force mains, Septic Tank Effluent Pump (STEP) systems in McCormick Woods, and grinder pump systems that convey wastewater to the South Kitsap Water Reclamation Facility (SKWRF). The SKWRF is owned jointly by the City and WSUD, and operated and maintained by WSUD. Over the next twenty years the population within the Urban Growth Area (UGA) in the City's sewer service area is expected to grow to over 24,000 people. The City's sewer service area is expected to grow to approximately 5,700 acres. This Plan evaluates future facilities required to accommodate both existing and future wastewater collection needs. This Plan complies with the Washington State Department of Ecology (Ecology) regulations for general sewer plan (Washington Administrative Code [WAC] 173-240-050) as shown in Table E-1. June 2016 (May 2020 Amendment) ES-1 BHC Consultants, LLC STEEL WATER .. STORAGE RESERVOIR -50' DIAMETER -120' TALL, OVERFLOY7 a 660, f '.;•-STANDBY ELECTRIC 1POWER GENERATOR 7 - /tJl f (BOUNDARY U 12-DIPIPEFW— ~s7-1 "4 WELL 12 PLUS WELLHOUSE 1,500' DEPTH t 1GPM . \ 16"6" C CASING 200' x 200' WORKING PAD FOR WELL CONNECTION f A 8" DI PIPE FROM WELL 1- x EXISTING 450,000-GALLON, f 580 ZONE RESERVOIR EXISTING ROAD EXISTING 16" WATER INLET/ OUTLET EXISTING 8" RESERVOIR DRAIN 111 1 -8"DI PIPE �•l FROM WELL II ' 12" DI PIPE TO MCCORMICK WOODS NORTH 6601500 PRESSURE ZONE DRA \1 WELL 12 SITE Figure Preliminary Development J:"L r 580 / 680 Zone Water Supply _. Tptsw- March 2017 COPYRIGHT 0 W15 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED FOR -SPECIAL PROVISIONS FOR THE CITY OF PORT ORCHARR Formatted: Font: Bold WELL 21 MODIFICATION &_ TESTIN§r AND DECOMMl55ION1NG OF WELLS I & 2 Formatted: Font: Not Italic 7H6 AAAi�iF'C_ -A TI GAIAND TESTING AJCMV OF PORT. f EL u AND Formatted: Font: Bold, Not Italic 9EC-AMA4ISSJANING-9F�IT�9F-A4IRT-9RCHAftD-{M6L-ARM#GK�-."'cis-.,� nni�gz� General The City of Port Orchard, herein referred to as the Owner, requires the modification of their 12- inch diameter Well No. 11 at the McCormick Woods Well Fieldwe5rtof-4lee 01y by cutting and removing 520 feet of 12-inch diameter casing and leaving a 16-inch pumping chamber. The 16- inch by 12-inch annulus will then be grouted with cement to assure there is no transfer of material through that annulus. The modified well will then be step tested at up to 1,500 gallons per minute (gpm) (if the well allows). The step test will be followed by a constant -rate test for 24 hours at a rate to be determined by the step test results. The contract will also include the proper decommissioning of two older wells on the property per WAC 173,16d Scope of Work The intent of this contract is to modify the existing 12-inch diameter well by cutting the casing at a depth of 520 feet and removing the 12-inch diameter casing to create a 16-inch diameter pumping chamber. The 12-inch byX 16-inch annulus will then be grouted with cement grout to preclude the entry of fine material through the annulus when the modified well is pumped. After the cut is made, the 12-inch diameter casing removed, and the annulus is grouted, the contractor will clean the bottom of the well using a sand -pump bailer. The contractor will then install a test pump capable of producing up to 1,500 gpm from a pumping water level 500 feet below land surface. A step -rate test will then be accomplished at rates ranging from the minimum the pump will convey up to 1,500 gpm (or the maximum rate for the well). Following a period of recovery after the step -rate test, the well will then be pumped for 24 hours at a constant rate defined by the hydrogeologist. The test includes a two-day recovery period that must be monitored using a transducer/data-logger as well as occasional manual measurements. This means the pump cannot be removed until the third day after the pump is shut down. A video inspection was conducted on July 9, 2020 and found no obstructions that would complicate the execution of the work. The video also showed an accumulation of approximately 30 feet of material in the bottom of the well screen which will need to be cleaned out prior to testing. Depending on the nature of this material, some surge and bail development may be required to clear the lower section of the well screen prior to testing. The Contractor is encouraged to view this video before starting the work. Formatted: Font: Not Italic [Commented JAI]: #1 and #2.....con=t? Leaving #3 as a monitoring woll/amergauy source? WELL 11 MODIFICATION & TESTING. AND DECOMMISSIONING OF WELLS 1 & 2We11-14-Me4.&aHen-and Formatted: Font. Univers LT Std 45 Light, 11 pt Testing September 9, 202 Formatted: Font: Univers LT Std 45 Light 11 pt 2GLQA' � Formatted: Font: Univers LT Std 45 Light, 11 pt Page t - _..._ _. Formatted: Font: Univers LT Std 45 Light, 11 pt Formatted: Font: Univers LT Std 45 Light, 11p Well modification and testing shall be performed in accordance with applicable requirements of Washington Administrative Code (WAC) 173-160 and the requirements of these specifications. Where the requirements of these specifications are more stringent, the requirements of the specifications shall prevail, provided that nothing in these specifications shall be construed to require work in violation of the WAC. The scope of work for decommissioning the two older wells on the site (McCormick Well No.#1 and Well No.0$21 are sinlynsand to properly decommission the 12-inch diameter well Well #11 sare as required by WAC 173-160-381. McCormick Well No. 1 is completed with 10-inch diameter pipe -size screens of 15- to 40-slot size set from 229_fe et to 243-feel and from 260 feet to 281--feet res ectively. There is 2-foot tailpipe below the screens. Above the screens are a short 10-inch diameter riser pipe with both neoprene and lead packers. The well has a proper bentonite surface seal set to 20 feet. The static water level is approximately 125_ feet below land surface and the production test at the time of construction was 175 gpm with 73 _feet of drawdown after 4-hours. The well was drilled by Nicholson Drilling of Port Orchard between February and May of 1984. The second well to be decommissioned, McCormick Well No. 2, is a 12-inch diameter 215-foot deep well completed with 60-slot 6-inch diameter pipe -size screen set from 168-feet to 218210- feet. Above the screen is a 10-foot 6-inch diameter riser topped with a 12- by* 6-inch diameter reducer/lead packer threaded to the riser. The bentonite/cement surface seal is placed to 20 feet. The static water level in this well is approximately 125-_feet and the well was tested for 24 hours at 397 gpm with 30 feet of drawdownl. I Commented [A2]: Mention well u3? Equipment 3.1 Drilling Machine. The work can be accomplished by cable -tool or rotary methods provided the rig is suitable for the work specified. All appurtenant equipment including, but not limited to, bailers, and grouting equipment are to be considered as part of the rig, available to the project as needed, and delivered to the site as a function ofjob mobilization. It is presumed that the Contractor will use the same drilling equipment to accomplish the decommissioning of the two older wells on the property. However, the use of other equipment is left to the discretion of the Contractor provided that equipment is suitable to the task and agreeable to the Owner and the hydrogeologist. 3.2 Test Pump. A test pump capable of producing up to 1,500 gpm from a 16-inch diameter casing with a pumping water level 500 feet below land surface will be required for this work. Either a submersible pump driven with a contractor -provided generator or a top - drive turbine pump driven by a contractor -provided drive engine may be used. The pump must be equipped with a direct reading and totalizing flow meter and a device to control/modify the discharge rate (gate valve preferred). The pump must provide a discharge line to escort the pumped water away from the wellhead. The discharge line ,WELL 11 MODIFI ION &_TESTIPIG, AND DECOMMISSIONING OF WELLS 1 & 2WO[14 --- --- ----- - 1=esttng Se member 9. 8 202.0sentgMbeF 9 P0200 qwm 25 2029"i-R-41- Pagez3 must directly connect onto a City pipe (believed to be 8 inches in diameter) at a point no more than 100 feet from the well. The City will assist with the connection All -ancillary equipment is to be provided by the contractor as part of the pump provision cost. MEASUREMENT AND PAYMENT Item 1 Mobilization and Demobilization This item shall include the mobilization and demobilization of all labor, equipment, and materials to and from the well sites. Mobilization shall include all fees incidental to the Contractor's work on the wells. Mobilization shall include setup of all equipment. Mobilization shall be paid under bid Item 1. The Contractor shall be responsible for proper maintenance of the sites and periodic removal of all wastes. On completion, the Contractor shall remove all equipment, extra materials, and wastes, and restore the sites to its original condition as directed by the Owner. The Contractor shall be paid 70% of this item when equipment set up is completed and 30% when work at the sites (including cleanup and restoration) is complete. Item 2 Authorized Hourly Work Authorized hourly work shall cover the furnishing of all equipment, labor, tools, and miscellaneous material necessary to perform the well modification work and the performance of other similar Contractor activities not covered under other items and as approved by the Owner. No payment will be made to the Contractor for the hourly work being performed when any equipment is being repaired or cleaned, when the equipment is not in good working condition, or when a suitable crew is not on duty at the site. Basis of payment for this work shall be at the hourly rate bid. Records for this work will be maintained by the Contractor and provided to the Owner's representative on a daily basis. The Owner's records shall be determinative for any disputes between the parties regarding this matter. Item 3 Extra Materials The Contractor shall be paid the invoice amount, plus 20% handling for grout used in sealing the annulus and other extra materials required and authorized by the Owner and Formatted: Font: Univers LT Std 45 Light, 11 pt Formatted: Font: Univers LT Std 45 Light, 11 pt Formatted: Font: Univers LT Std 45 Light, 11 pt Formatted: Font: Univers LT Std 45 Light, 11 pt Formatted: Font: Univers LT Std 45 Light, 11 pt Commented [A3]: Assist or direct? Assist seems more open ended. Commented [A4R3]: Another way to say this might be, provide limited assistance..." WELL 11 MODIFICATION & TESTING. AND DECOMMISSIONING Of WELLS 1 & 2W nd Testing 5eotember 9. 207nSeptembeF ti _N Page 4 not covered by other items in the Proposal. Item 4 Provide and Install Test Pump and Operate for Four (4) Hours The contractor shall be paid for provision, installation and removal of the test pumping equipment. This includes the first four (4) hours of operation. This item also includes all ancillary equipment to measure and control the discharge and to escort/control the discharge water to a point acceptable to the Owner. This is to be paid at the price bid. This item can only be applied once. Any additional removal and installation shall be paid under Item 2 provided the reason is related to causes other than equipment failure in which case no payment is owed. Item 5 Operate Test Pump The payment for the operation of the pump will be made per hour of operation after the initial four hours. Item 6 Decommission McCormick Well No. 1 The Contractor shall decommission the 12-inch diameter, 283-foot deep Well _J;,_1 in a manner compliant with WAC 173-160-381. The methods applied and equipment used is at the discretion of the Contractor provided the regulatory requirements of the decommissioning are met. The Contractor shall be paid the lump sum bid for this service. Item 7 Decommission McCormick Well No. 2 The Contractor shall decommission the 12-inch diameter, 215-foot deep Well ".W2 in a manner compliant with WAC 173-160-381. The methods applied and equipment used is at the discretion of the Contractor provided the regulatory requirements of the decommissioning are met. The Contractor shall be paid the lump sum bid for this service. Formatted: Font: Univers LT Std 45 Light, 11 pt Formatted: Font: Univers LT Std 45 Light, 11 pt Formatted: Font: Univers LT Std 45 Light, 11 pt Formatted: Font: Univers LT Std 45 Light, 11 pt Formatted: Font: Univers LT Std 45 Light, 11 pt j -� rll� a,� -- AT���-� OWNER: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 VICINITY MAP: NOT TO 4w GENERAL NOTES: PRIME CONSULTANT: I CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONDITIONS IN THE FIELD PRIOR TO 810 SUBMISSION ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND PROJECT INTENT/ CONTRACT DOCUMENTS AFFECTING THE COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 2, ITI5THERESPONSIBILITYOFTHECONTRACTOR TO LOCATE ALL UTIUTIES PRIOR TO CONSTRUCTION COST OF LOCATES 15 THE SOLE RESPONSIBILITY OF THECONTRACTOR 4 OWNER IS RESPONSIBLE FOR OBTAINING ALL PERMITS, INCLUDING RIGHT-OF-WAY DESTRUCTION PERMITS WHERE APPLICABLE 5 CONTRACTOR IS RESPONSIBLE FOR INCIDENTAL TRAFFIC CONTROL MEASURES AS REQUIRED W ACCORDANCE WITH THE MANUAL ON TRAFFIC CONTROL DEVICES (MUTCD) AND WASHINGTON STATE MODIFICATIONS TO THE MUTCD. 6 PRESERVE AND PROTECT EXISTING IMPROVEMENTS TO REMAIN REPAIR OR REPLACE ALL HARDSCAPE AND SOFESCAPE DAMAGED AS A RESLLT OF CONSTRUCTION ACTIVITY 7. TREE PRUNING AIR SPADING AND ROOT PRUNING SHALL BE PERFORMED BY CERTIFIED ARBORGT CONTRACTOR SHALL COORDINATE DIRECTLY WITH CERTIFIED MBOR15T TO SCHEDULE WORK IF REQUIRED B OWNER WILL FURNISH COWACTION&MATERIALTESTING WCONTAACTORFAILS TESTING THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL TESTING UNTIL COMPACTION AND MATERIALS MEET SPECIFICATION PROJECT: McCormick Village Park Splash Pad Retrofit 3201 SW Old Clifton Road Port Orchard, WA 98367 LAND EXPRESSIONS, LLC 5615 E DAY MT SPOKANE RD MEAD, WA 99021 PROJECT MANAGER: CLAYTON VARICK RCA PHONE: 509466-6683 FAX 509466-7694 SUBCONSULTANTS- COMPANY: COFFMAN ENGINEERS COMPANY: SUMMIT ENGINEERING uruApOrIS n'eup.m+Le.ae c Q1Y ASIAIE.Srot/»E vu�i —Seas MHOH=:_ FIM[IMWpA.LgY I�Trt P NET5P4II&399a 1FOR rM1RiW SCOPE OF WORK: SHEET INDEX: Q z BID DESCRIPTION: CV.01 COVER SHEET O G1.0 EXISTING AS -BUILT PLAN N L1.0 EXISTING CONDITIONS Ll.l DEMOLITION PLAN w L1.2 SCHEMATIC PIPING PLAN Cie L1.3 DETAILS L1.31 DETAILS a J X OVERHEAD SERVICE ALERT UNDERGROUND SERVICE ALERT w ONF-CALL NUMBER ONE -CALL NVMUR L1.4 MECHANICAL BUILDING DETAILS 811 q 811 L1.5 TELEMETRY -ELECTRICAL PLAN CALL 1.0 wars an`CAL. TrrD lvsWrss DABS a1.REv OVERHEAD AUGL�wx Do Wa NVId nno-sv 9NUSIX3 g Z„ L9E96 VM'ObVHDbO 121Od eo OVM NOlJIIJ 010 MS IOZE r add HSbIdS 30t/llln ��IW210DDW tic, \I J / J J / r r r J 99T81 TOP OF r r VAULT LID I r r r r r I 11 I ' `38S 59 FG J i KEYED NOTES O1 FX6TINGSPRAYSYSTEMMANF =NAULTS. OEXLSTINGSP—PARKCOMROLPANEL OIXISTING LSOIATION VALVE OEX4rmrMATERL qL OEILLSTNG 1' HUgEp ELECTRIC CONOLST FROM RESTROOM BUILDING TO SPLASH PAD CON HOLLER. OsmTwrsToow Lw_ Oi ExTmruE mc*wet N. �B EXLSTNGB'KNIFEVALVEONSEWERANOB'TO!'WYEWRHL'KNIFEVALVETYINGNTOSTONMUNE. CONFIRM LW ES IN FIELD. Op IXLSTPIG e' OMIN UNE FRON SPRAY PAD 10 E TWG 2' WATER METER IN STANDARD METER BOX. 11 E (STING IAI2 METER IN STANDARD METERBOIL 1] EXISTING I BRONZEGATE VALVE IN STANDARp VALVE BOX. 1] EXISTING r PLGROUND DOUBLE CHEtl(VALVE ASSEMBLY IN POLVPROPYLEFE YALVE BOIL 16 E TING CPOUTTS AND CONDUT FROM ELECTRIGL PANEL BOX FOR SPLASH PAD CONRIOLLER, 15 EXISTING ELECRNCAL SERVICE IN R TROOM FAQLRY. OEXISTING DOUBLE LHECK VALVE FOR DRINKING FOUNTAIN NOTES • ALL INFOPMAMN OBTAINED FROM PREVIOUS DOCUMENTS AND PRGMDED A&&& N WATpM, COUTRACTOR RESPaFE" TD VVWY CONDITIONS AND NOTIFY DWNER OF gSCREPANCIES. PROGRESS SET NOT FOR CONSTRUCTION, EXISTING CONDITIOK SCALE. i'=10' 0'..w..w,a.wa..c�r...w..w..,,.w...o.�.....�.wm..c.e .��..�... w<nn'o� SCALE OF FEET: 1' = 10'-0' I f DEMOLITION PLAN SCALE: 1' - 10' - 0' SCALE OF FEET: 1" -10'-0' DEMOLITION NOTES: 1 CONTRACTOR 15 RESPONSIBLE FOR VERIFYING CONDITIONS IN THE FIELD PRIOR TO BID SUBMISSION ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND PROJECT INTENT / CONTRACT DOCUMENTS AFFECTING THE COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER'S REPRESENTATNE IMMEDIATELY 2, PRIOR TO COMMENCING WORK, CONTRACTOR TO ENSURE THAT ALL TREE PROTECTION MEASURES HAVE BEEN INSTALLED PER CITY OF PORT ORCHARD STANDARDS. 3, CONTRACTOR TO REVIEW PROJECT LIMITS FOR QUANTITY AND TYPE OF PLANTINGS, STRUCTURES, OBSTRUCTIONS, ROCK AND DEBRIS AT THE TIME OF BIDDING AND SHALL INCORPORATE ALL REMOVALS/DISPOSAL IN THEIR BID. 4 LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITIES AND THEIR CONNECTION POINTS PRIOR TO CONSTRUCTION COSTOF LOCATES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN: COORDINATE WITH THE APPROVED AGENCIES AS NEEDED PRIOR TO DEMOLITION- 5•. ALL EXISTING STRUCTURES, TREES, SHRUBS, FENCES, GRAVEL WALKS, FOUNDATIONS, ASPHALT AND CONCRETE WHERE DESIGNATED FOR DEMOLITION/REMOVAL, ARE TO BE REMOVED FROM SITE UNLESS OTHERWISE SHOWN OR DIRECTED, CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL AND DEBRIS FROM SITE AND DISPOSE OF LEGALLY IN SUITABLE LOCATIONS OFFSITE B CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, INCLUDING RIGHT-OF-WAY OBSTRUCTION PERMITS WHERE APPLICABLE ]. CONTRACTOR IS RESPONSIBLE FOR INCIDENTAL TRAFFIC CONTROL MEASURES AS REQUIRED IN ACCORDANCE WITH THE MANUAL ON TRAFFIC CONTROL DEVICES (MUTCD) AND WASHINGTON STATE MODIFICATIONS TO THE MUTCD B DEMCLITIONCONTRACTOR TO SUBMIT TO THE CITY OF PORT ORCHARD, THE TRUCK ROUTE, SCHEDULE OF DEMOLITION, TRAFFIC CONTROL PLAN, METHOD OF DEMOLITION, AND DUST AND NOISE CONTROL MEASURES AS REQUIRED TO OBTAIN OBSTRUCTION PERMIT S. PRIOR TO BEGINNING ANY DEMOLITION OR GROUND DISTURBING ACTIVITIES, THE CONTRACTOR SHALL INSTALL BMP'S FOR EROSION AND SEDIMENT CONTROL, MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO, CONSTRUCTION ACCESS, SILT FENCE AND INLET PROTECTION 1D PRESERVE AND PROTECT EXISTING IMPROVEMENTS TO REMAIN REPAIR OR REPLACE ALL HARDSCAPE AND SOFT CAPE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY 11 TREE PRUNING, REMOVAL, AIR SPADING AND ROOT PRUNING SHALL BE PERFORMED UNDER A CITY OF PORT ORCHARD ARBORIST SUPERVISION CONTRACTOR SHALL COORDINATE DIRECTLY WITH CITY OF PORT ORCHARD ARBORIST TD SCHEDULE WORK 12 OWNER WILL FURNISH COMPACTION& MATERIAL TESTING IF CONTRACTOR FAILS TESTING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL TESTING UNTIL COMPACTION AND MATERIALS MEET SPECIFICATION KEYED NOTES 1O --IN. SPRAY PARK ... TROL PANEL TO BE RE...ElAN)NEW UNIT TO BE LOCATE. IN MECHANICAL ROOM. OINTERCEPT -TIN. WATER LINE AND REROUTE TO WATER STORAGE TANK. OABANDON EXISTING ELECTRICAL REROUTE TO MECHANICAL BUILDING PER SHEET LI2 O6 REMOVED EXISTING SECTION OF SANRARYSEWER IJNE TO ALLOW FOR SU.P... AND STRNNER, OAPPROKIMATE CLEAR AND GRUB UMFFS FOR MECHANICAL BUILDING, STORAGE TANK AND SUMP PUMP. ORECOMMENOEOSILT FENCE LOCATION,. ADJUST AS NECESSARY TO..-NSE.I.E-IN PROJECT AREA.SILT FENCE SHALL COMPLY WITH WSDOT STANDARD PLAN I;>0.:1­ INLET PROTECTION SHALL COMPLY WITH NBC- STAN.AR. DETAIL 1-13 0. PROGRESS SET NOT FAR CONSTRUCTIOr � _ f PLUMBING NOTES: f 1 AORISTNdJfGwATutG£ATURtNA>t9mET5 wLY#EalnEOONEro 4RSTRW 517fCQTGFIpNS NOSY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND ACTUAL SITE k,.; _ ' • _ /, CONDITIONS / �/ 2. CONTRACTOR TO COORDINATE WITH OTHER TRADES TO PLACE PIPE, INSTALL MECHANICAL EQUIPMENT yEXISTING / / INCLU DING CONNECTION TO POWER AND UTILITIES, INSTALLATION OF FIXTURES, AND OTHER WORK INTEGRAL TO v, THE SUCCESSFUL INSTALLATION OF WATER FEATURE MECHANICAL AND PLUMBING SYSTEM LAND1 re••. SPLASH PAD A I 3. PIPING LOCATIONS ARE DIAGRAMMATIC ONLY AND SHOULD ONLY BE USED AS CONSTRUCTION REFERENCE 4. ALL PIPING TEES SHOULD BE EQUAL IN SIZE TO THAT OF THE LARGEST CONNECTED PIPE EXPRERRIONR �'1., i' • • %� \• f % 5 ALL PIPING TO WATER FEATURE COMPONENTS TO BE INSTALLED BY CONTRACTOR INCLUDING PIPE, VALVES, FMINGS.BOLTS,NUTS, GASKETS AND ANY PIPE SUPPORTS OR HANGERS. ALL PI PING INSIDE VAULTS SHALL BE SCHEDULE BO PVC PRESSURE PIPE AND FITTINGS. ALL PIPING OUTSIDE VAULTS -- SHALL BE SCHEDULE 40 PVC PRESSURE PIPE AND FITTINGS f 7. EVERY PIECE OF EQUIPMENT SHOULD BE CONNECTED BY UNIONS ON THE INLEI'AND OUTLET SIDES TO ALLOW I FOR MAINTENANCE• REMOVAL. AND REPLACEMENTS '� Y,{r Y�_f•i\ / B ALL SUCTION AND DISCHARGE PIPING SHALL HAVE A UNIFORM SLOPE BACK TO THE MECHANICAL BUILDING AND • f+/�J }i} J STORAGE TANK TO ENSUBE PROPER DRAINAGE DURING COLD WEATHER. IF A WATER TRAP 15 UNAVOIDABLE �Q� r EITHER DRAIN VALVES SHALL BE INSTALLED AT THE LOW POINT OR PIPES SHOULD BE BLOWN OUT AND PLUGGED ' .{ ' , \ J i �•� • �'' t TO AVOID FREEZING e7 J f 9 ALL WALKS AND LANDSCAPE AREAS TO BE RESTORED TO ORIGINAL CONDITIONS ONCE WORK I5COMPLETE 3BB00 /-It . O , PHOTO DOCUMENTATION REQUIRED PRIOR TO BEGINNING ANY WORK ELECTRICALNENTS COMP FOR LOCATION REFERENCE ONLY CON CONTRACTOR TO PROVIDE PROVIDED AS I DI OWNER FOR ALL NTS ORALS AND MATERIALS INTENDED FOR USE PUMP SYSTEMS MAY BE PROVIDED AS UTILVE AI COMPONENTS ORALS SKID' SYSTEM ONLYAPPROVED EOUIPMENTAND MATERIALS SHALL BE UTILpFD. 11 PRESSURE TES 71NG OFNEW PIPE G REQUIRED PRIORTO BACKFILL PRESSURETESTTO MEETVADOT STANDARDS ' 14 13 (120 PSI FOR 1 HOUR WITH LESS THAN 5 PSI LOSS) MORE THAN 5 PSI LOSS IN 1 HOUR RESULTS IN A FAILURE. • _ �' r 1 CONTRACTOR IS RESPONSIBLE FOR RETESTING COSTAND REPAIR COST UNTILTEST 15 PASSED. T�y r ', T t 0 \ �"� KEYED NOTES I +- r ,1i ! 1 MECHANICAL BUILDING, SEE DETAIL X/SHEET LXY 19 IN GROUND SANRARY St1MP BOX aA•Xa9YeT DEEP GP OR !�f (I 1. ;. / O ib/ R WATER RESEAVDIR, SEE DETAIL XIS YJST t%%, CHE�CI(TRitATEVAULT YTEELCOVEi.P�EIT f �yv. �._ I_ ! \ DOWN -TURNED ELBOW K1Di FARE EMENSK#1 ON 1 - 1 ` 3 OVERFLOW VAULT SEE DETAIL I[SHEET t%X EFFUIELU OUR£T TO FOAM WATER SEALIN $AmP. RIM TO BE FLLLSH WIM FlNISH GMDE ♦ Z AUTO FILL LINE t! OVBFF'LOIP PMF. OR mom;�g� R' f EBSS OUT:.1B8 ]t V lX7Ml.CT1@4Y (APPLY LME TO P.b61W(•LRTRp OF V MANIFOLD. AOKT TO EQSTM CANE M& 19 POINT OF CopadeclvoN TO dMTMG7 -TG4 u�E O��•�,_- _ - - - �, \ , / / O O B�PL E FAON MECWtiCAL ROOK TO 11 PLACE TO SRM giNN TO REMAIN AND PROTECT IN E=- {{][�] - C�j�jy7• a/ O APRgXI1MT'1. LF B DRUN LINE MOM S�H SLO STO LOPE O PROTECT PLACE TEM IMWFOLD TO REAWNAND V i `• • ATE' IT �p PRESSURIZED EVACUAT-N LNE FROM SUMP 9 M09E BIB. V n ^ Z PUMPSOVBntnA' VAULT T'O BANTAAY SEWER WL JQm Q Q tT EYEWASHSTATION O ELECTRICAL COMMA.O MECHANICAL ROOM FOR V) z 11 •A / y{A6iI PAO [XIT1111lhaEA 1E WATER SUPPLY CANETO EYEWASH �VFT�%yZ�� Ur ETECTNPAL FLAN, FCLB_ LLJ V 0 Z %_ O 11 BASKET STRMNER SEE DETAIL)VSHEET LXY Q L..1 [K: CL — �Oz Q D U3�i w EnuTwD \ cc CNnO 2 PXDVX:SHLTER G ,^IU d ce O Tn MRL PROGRESS SET 4RPIATQ { OUTLET DRAM PIPE VELOCIN CALCULATION �NPD � ' `•� FLOW FROM PUMP; RgTROOfLS PIPE DIAMETER: B INCH SLOPE NG NOT F C� R �J �l 5 T R U T I C� N • i I7 MANNI'S N: 0.012fL • {,�"�{ VELOCITY PER MANNING'S EQUATION: rem ' o os 1D m L1.2 SCHEMATIC PIPING PLAN A �� SCALE: P - 10' - 0' .. •r.a a.wa......o.... a.,n¢n.amcnm,xw•u•r.vnmaowsowm. IMwAXAFB,r. P_.._ SCALE OF FEET: 1' - VI'-0' o, .P♦P,�Ir�R oE�tEN"` �.I,E,..fW.E �slsaw,t �rEi®R`�ER,owE,WEu ®sEWWN PaI,o Q tW FEiE[t'MGrrRAN�IIs ®TBK usNrvl,DwfI WEU Qs i•x, mw.RSH sr,.noe o,nn. RIINF O 2�Wti0�ilLl to®En RMcvuMVN O RPN PLW. Ny. O9 2 Wn1ERSWRv tM[ �LHtU N MnERIxc PUMP @rSIC,RIN v.E TO PUMAt � . �rSUC,gY mEiovuusz � © W1ME �Eifftit r Qi rbw.u...Po.NL♦M,u,. �{ .• N q.WIJ OI G —N IINE I QU u0. P ,a wE, WEtt S,OT M. rR„M su.MER .vvMP �aI�IYLaY s� 1 MECHANICAL BUILDING EQUIPMENT LAYOUT ,2 WATER RESERVOIR LAYOUT ye ♦ib NtN,b. O.�,NMYN ©rW,Ynt Vd 'fn�io ���D�6MM�IPC t r.ND,NII �?O.a wfr ♦ Oi IV<Ip EYtlaWY ' 1 L.60.. LUMO[ � OYfW.tN E.p..,Mr Q. ,r -- Q: suw.nn.tE 1.1 LINE rorwm.grww.b r..nom tr stc ,N.w.urtlJ rpnNtwm ww.rrrwx, .a 'coNcv nv,u., cc..r. �i L• I � ..�._�ran vat_ _�. u..,l.wv.NON—Nv.�oc 1 RPwpEC .v WtCC MCML zrR-i CR �P»E:vEo FCIixL `3 WATER RESERVOIR - SECTION'A' A WATER RESERVOIR - SECTION'S' 5 VAULT HATCH ]/C - r-I PRCJ-Mil-,.,.-S] ]/.' _ ,•-r P.O.tiMM-1.1FY ]/f - ,•� PR61-MM-I.I.-.J TOP VIEW 6 OVERFLOW VAULT ,/r - V- .aw-Ms-,nw SECTION VIEW 05N.1 �P,o:dvl,N. � uMl�RviNRP.�. Q r oN.,tMW nE .ry E,u..n. Q4Y .Ar MM4M1. or�L�wiH_ PROGRESS SET NOT FOR CONSTRUCTION.1 4 r a 4' s� lie Viz` L J !. F aSe� WQ 5Y� c G1 s� $- S]IVl3a Z. ?' S L9fB6 VM'4NVHDIAO ibOd s e I' M i Q: a3 4VOb NOldllJ O10 MS LOU add HSVIdS 39V-nlA ADIW210»W Ap �i gs a; es �v a� a L1J L 1 BUILDING NOTES; . PAINT COLOR PER CITY OF PORT ORCHARD SOUTH SOUTH ELEVATION WEST �I� UMMM-1 fn EAST NORTH Q11—R. sFAwt -11. — IKITI� (D LGIF 111) 1111— —11101 LAND EXPRESSIONS ­ -ER*l IF —1 CO uaE,.tAEe 1%- Ir F 11 "17 —I A.. T[usioiuc NORTH ELEVATION CRESS SET 'R CONSTRUC-flu-11, ..0 EAST ELEVATION MECHANICAL BUILDING DETAILS L1.4 EXISTING SPLASH PAD J�. Ilp ozTTNG FKm STQleL Or i r MECHANICAL BUILDING , LAYOUT SEE ENLARGEMENT, SHEET L14 fl 40 •' 0 ELECTRICAL NOTES: 1 ALL METAL IN CONCRETE MUST BE GROUNDED PER NEC ARTICLE 6W 26 (BI WITH 66 BARE COPPER WIRES TO REBAA. IF REBAR IS EPDXY COATED OR NOT USED, INSTALL GROUND ROD. AND GROUND FTG TO GROUND 2. ALL EQUIPMENT MUST BE INSTALLED ACCORDING TO THE N E C. AND ANY ADDITIONAL LOCAL CODES 3. ANY ELECTRIC PENETRATIONS THROUGH CONCRETE MUST BE RED BRASS PIPE (R BF). 4 ALL CONDUIT/ELECTRICAL PENETRATIONS MUST BE VERTICALLY PLUMB 5 ALL WIRE INSIDE CONDUR SHOULD BE THWN COPPER. LAND6. JUNCTION BOXES MUST BE INSTALLED LEVEL HAVE SEALED CONDUIT ENTRANCES, ANO BE FILLED WITH AN APPROVED POTTING COMPOUND EXPlF!l10N 8 T. ALL LIGHTING CIRCUITS MUST HAVE SEPARATE NEUTRALS FOR G F I CIRCUITS S. ALL CONDUIT AND WIRING TO COMPONENTS SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL ti CONTRACTOR 9. CONDUIT LOCATIONS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION •w Poncsnorem,i REFERENCE 10 ALLELECTRICAL FITTINGS AND EQUIPMENT SHALL BE LOCATED TO PROVIDEACCESSIBILITYAFTER ALL COMPONENTS ARE COMPLETELY INSTALLED. 11 PLUMBING COMPONENTS ARE SHOWN FOR LOCATION REFERENCE ONLY 12 FANTECH FR1506'INUNE OR APPROVED EQUAL TO BE INSTALLED e07 KEYED NOTES REiiO UTE ELECTRICAL CONDUIT TO MEl-11 AL ROOM FOR 51 L H PAD CONTROLLER ! ELECTRICALHAND HOLE ] BFL•rN PAC CONTROLFArB_ OSUB PANEL WATER FEATURE ELECTRICAL SCHEDULE PROGRESS SET r- EX N o T FOR 0 OS XI 20 TELEMETRY & ELECTRICAL PLAN SCALE: I- = TO'- D' SCALE OF FEET: r = W-G' CONSTRUCT101 °p.~ M114�M4; 0 L1.5 1 CONNEDT W EX CCx]] CHAIN LINK FENCE :re er.,.ot P. VA LT L VuA VAULT BYPASS, SEE aETArt tllC-I! SEE 6EE DETAIL fl1 T"KINLEr ASSEMBLY. SEE T y J DETA,L tH-,r11 1CYf u erPAea ' Palren111rn,_�_�a�oa i PIOIFLLUOR TCONC IDE INJECTION VAULT DRIVEWAY rYAl7� IF EN RAY.C— ara- A e c .,F S VAULT yarn — PAD•u04RTED I TeARS30RYBR �­Mtno -------; FUTURE WELL ' Hov$t XOIM GENERRTOR M s: - r sa - - JS-E riJ .4 PVG r VILMTKIN AND { rnEATN BUILDING, SEE aRMntYa rrly,a L.-OkUhffg4 TANK, SEENOTE3 Io•m i IRc 1P Rr1 DI PVD NOTES: I. THECONTRACTOR SHALL ALLOW FOR OWNER ACCESS AT ALL TIMES TO THE EXISTING RESERVOIR SITE, FOR THE O URATION OF THE PROJECT. 2- THE SITE SHARES A PRIVATEACCESS ROAD WITH PRIVATE HOM EOWNER(S). THE CONTRACTOR SHALL ALLOW FOR HOMEDWNER(S) ACCESS AT ALL TIMES TO THEIR RESIDENCES, FOR THE DURATION OF THE PROJECT. 3- TANK PROVIDES I9,00D GAL STORAGE AT SIDE WATER DEPTH = 0', DAILY BACKWASH VOLUME IS BASED ON WATER O UAUTY. THE VOLUME ESTIMATED IS BASED ON ONE BACKWASH PER DAY PER FILTER (350 GPM FOR 5 MINUTES) EOUALS 175M GALLONS FOR 10 FILTERS, THE ATTENUATED DISCHARGE FROM THE TANK EQUALS XXX GPM, LEGEND' A FLUORIDE FEED ROOM d STORAGE ROOM G SODIUM HYPOCHLORITE FEED ROOM a RESTROOM L ROLL -UP DOOR F SINGLE DOOR b SO9W161N SHLOOTTIE YREb LYIR To HELL IOoSE FPRI K OUTSIDE BYPASS WATERLINE (ALTERNATIVE A). SEE ORTERNAT EBFTIR NtlubE CVPRff.YWFERLINe (PLERNATNE B) •. PfGIfATf ROAD - mi To NOTE2 . -- ______ GS114B Hours CONNECT W, EX PN: 1230,-,-009-200a 8'ES Before You Dig CHAIN LINK FENCE DEINXN 1 d00424-5555 Preliminary 60% Review Set Not For Construction 11-2D19 13HC Consultants, LLC DesgPee 1 Fr— P F ` pumle 1rbWly Departrnent WELL 13 - SITE AND YARD PIPING PLAN D,...� C4.2 F. uI s0o rRr--" p,:�9, D+-^ .Q�p awn arcNA„i,+RA>Aar SITE LAYOUT PLAN Im.,Pxxx 5�iiN S 1�]1 tlxorrearl OPTION rr ilasrs+eea CM3tlaw71'aSNNfir A o-e ATTENUATION TANK Fr DIMENSIONS N INSIDE _ _ ... ,. _....�--�--� __�_ ___ .__ (ALTERNATIVE I OIMENSION6 - I p TODI _ j WATERLINE 1 ___________ O fa r______ -.I 2 Iy 1 L-— — - - - - - - - - - - - - - - - DISCHARGE 7�eACRY1Pae J SH I I HARGE FILTERED ➢1 SCH 40 STEEP WATER iy i`INLET LINE RE UC � I REDUCER, AM GAP BELOW RJ. PE, LEE G-0 FILTER BAOKWA6X I I 1W TZ'P. _ _ m I. 1w..1111NTER10R jx - - - DIMENSION UTILIDOR WITH 4' THICK WALLS, GRATED TOP _ 1?YAt1rt. I I { Y 1 I 7P (K Pll�_ BOTTOM OF 10'TEE, tl 1 PIPE Ir ABOVE SLAB MJ. MJ i M41-JAR FROM PIPE T(r RYI I I I TO INNER WALL 9 I 10'WIDE D,g. �FLOWMETER OI I Ik 3R' ` ROLL -UP DOOR PIPE) VERTICAL I 1,000 GPM i` FROM 7 (1D MODULE)tlRON L ��. WELL 13 I MANGANESE IRLTFR 1 I FRTER]VST EM CONTROLLER 1 I PIPE UTILIDOR SECTION JA1 C I 1 SC'nLE Ye _ 4 I 1 � 1P ftW 1 I 4 D I 1 I \ 1 I I I I 1 I I I I I t• scH w PVC SODIUM CONDUIT WITH FLUORIDE FEED STORAGE ROOM HYPOLHLORITE REST ROOM n j L FLUORIDE ROOM FEED ROOM \ INJECTION LINE FLOW I' GATE VALVE, 1 1 MJ x MJ 1D•FLEXIBLE \ 4' FLEXIBLE COUPLING ADAPTER 4'1t8 COUPLING :al"JwOMT pW ADAPTER 1IH p PVO DEMO PVC OVERFLOW M� ENO tff BD' PVC BEND Cell 4D HOMR I(F.. 1' PVC Befam You Dig REDUCER l-w of 1-SD PVC uxee.o.eux4 gorve FILTRATION AND 4•55 `\ _E TREATMENT BUILDING Pic re PVC Preliminary DETAIL 60% Review Set -LE YY=1'-0' C-4 -0 TO MANHOLE Not For Construction SOPROPERTY UTH OF 11-2019 BHL Consultants, LLC D°'nnp° '' F1pL^ -—I -0- Puhlfe Kerh peperlmen! 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TREATMENT BUILDING DETAIL r• •a..uMf.aT4e s ff* Ow L AN S .-n..mnn.��x sI—— INm �n+wrw OPTION ID 1 2 .l 3 j -4 5 6 7 8 9 10 11 12� 13 14 t5 16 17 18 19 20 21 _22 23 24 25 26 27 28 29 30 31 32 33 34 35 Task Name Mobilize, set up yard etc Temp Erosion Control Clear & Grub String / Weld Pipe Potholing Water Main STA 1+60 to 25+20 Mainline Inserta Valve STA 5+00 Valving, Blowoff, etc STA 5+00 Dispersion Trench STA 5+40 & 23+60 Air / Vac STA 22+40 Water Services Sheet W-3 STA39+00 to 42+50 Mainline Blowoff and water service HDD 25+20 to 39+00 Excavate Entrance and Exit Pits Downing Diversified Connections to open cut pipe Testing / Connections Pressure Testing Connection @ 42+05 Water Services Sheets W-3 & W-5 Connection @ 25+12 Connection @ 1+45 Water Services Sheet W-1 Connection @ 5+20 321 Maple Avenue Demolition Cleanup Cleanup / De -mobilization Topsoil / Hydroseeding Remove temp erosion devices Final Cleanup Duration Start Finish 2 days Win 9/21/20 Tue 9/22/20 2 days Wed 9/23/20 Thu 9/24/20 1 day Mon 9/28/20 Mon 9/28120 3 days Tue 9/29/20 Thu 10/1/20 1 day Mon 10/5/20 Mon 10/5/20 4 36 days Tue 10/6/20 Wed 1212120 5 11 days Tue 10/6/20 Thu 10/22/20 7 days Tue 10/6/20 Thu 10/15/20 5 0 5 days Mon 10/19/20 Mon 10/19/20 8 1 day Mon 10/19/20 Tue 10/20/20 9 1 day Tue 10/20/20 Wed 10/21/20 10 0.5 days Wed 10/21/20 Wed 10/21/20 11 1 day Thu 10/22/20 Thu 10122/20 12 2 days Tue 12/1/20 Wed 12/2120 17 2 days Tue 12/1/20 Wed 12/2/20 1 day Tue 12/1/20 Tue 12/1/20 23 days Mon 10/26/20 Mon 11/30/20 7 1 day Mon 10/26/20 Mon 10/26/20 21 days Tue 10/27/20 Wed 11/25/2018 1 day Mon 11/30/20 Mon 11/30/20 19 6.5 days Thu 12/3/20 Fri 12/11/20 6 2 days Thu 12/3120 Fri 12/4/20 0.5 days Mon 12/7/20 Mon 12/7/20 22 2 days Mon 12/7/20 Wed 12/9/20 23 0.5 days Wed 12/9/20 Wed 12/9/20 24 0.5 days Thu 12/10/20 Thu 12/10/20 25 0.5 days Thu 12/10/20 Thu 12/10/20 26 0.5 days Fri 12/11/20 Fri 12/11/20 27 8 days Tue 10/27/20 Fri 11/6/2018 4 days Tue 10/27/20 Mon 11/2/20 4 days Tue 11/3/20 Fri 11/6/20 30 6 days Fri 12/11/20 Mon 12/21/20 21 3 days Fri 12/11/20 Wed 12/16/20 1 day Wed 12/16/20 Thu 12/17/20 33 2 days Thu 12/17/20 Mon 12/21/20 34 PredecE Sgp20,20 _^._.,__!.Sep27 '20 Oct S_ _M _T_ 1W._ T iF I s j S_ _ M _T f W i_T F S S 1 - 2 3 Task Milestone -4� External Tasks Project: Initial Schedule Split Summary External Milestone <� Date: Wed 9/2/20 Progress Project Summary Deadline Page 1 4.' Nov 15. '20 5 M T. W T -F _5 T F S S M T W Task Milestone ,Y, External Tasks Project: Initial Schedule Split Summary External Milestone Date: Wed 9/2/20 Progress Project Summary - — - - - - Deadline Page 3