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Home My WebLink AboutWalmart 743 Rainier -TIR-(Drainage)-07-30-21.pdfPREPARED BY: Galloway & Company, Inc. 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 Contact: Brandon D. Alley, PE DATE: July 30, 2021 WALMART STORE #2516-240 PICKUP EXPANSION 743 Rainier Avenue South Renton, Washington TECHNICAL INFORMATION REPORT 08/02/2021 1.Project Overview .......................................................................................................................... 3 2.Conditions and Requirements Summary ....................................................................................... 5 3.Offsite Analysis ............................................................................................................................ 7 4.Flow Control, Low Impact Development (LID) and Water Quality Facility Analysis and Design ...... 7 5.Conveyance System Analysis and Design .................................................................................... 8 6.Special Reports and Studies......................................................................................................... 8 7.Other Permits ............................................................................................................................... 9 8.CSWPP Analysis and Design ....................................................................................................... 9 9.Bond Quantities, Facility Summaries, and Declaration of Covenant............................................. 10 10.Operations and Maintenance Manual ..................................................................................... 10 Figures: 1. TIR Worksheet 2. Vicinity Map & Aquifer Map Appendices: A. Existing Technical Information Report – Retail Expansion B. Drainage Map C. Drainage Detention Calculations D. Bioswale Calculations E. City of Renton Bond Quantity Worksheet TABLE OF CONTENTS Wal-Mart Stores Inc. Walmart #2516 Pickup Expansion 07-30-2021 Galloway & Company, Inc.Page 3 of 17 1. Project Overview The purpose of this Technical Information Report is to demonstrate that the drainage characteristics of the proposed Pickup expansion improvements for the Walmart Supercenter, Store #2516 in Renton, WA are in conformance with the Technical Information Report – Retail Expansion dated February 25th, 2010 (per stamp date) by Pac Land, which was previously approved for this site; as well as the City of Renton Surface Water Design Manual (SWDM). Refer to Figure 1: TIR Worksheet for basic site information. The subject property is located at 743 Rainier Ave S, Renton, WA 98057, a previously developed lot (part of the previous Walmart expansion) that consists of an existing Walmart with associated paved parking, totaling an area of 13.65 Acres. It is bound to the north by SW 7th Street, east by Rainier Ave S, and south & west by adjacent businesses. Refer to Figure 2: Vicinity Map. The project area consists of approximately 0.30 Acres. The existing area is comprised of paved parking lot, sidewalk, and landscape islands. Improvements to the site include the addition of a Pickup building expansion (4,547 SF), conversion of landscape islands to pavement (824 SF), installation of a Pickup canopy, re-striping of existing parking lot, relocation of existing waterline and hydrant, relocation of storm sewer, the addition of 2 manholes, and relocation of an existing light pole. Drainage Basins, Subbasins, and Site Characteristics Improvements to the site will not change the existing drainage basin areas and drainage shall follow the existing drainage patterns for basins 2a and 2b outlined in the Technical Information Report – Retail Expansion report (Note: these areas are indicated as proposed conditions within the existing report). Portions of the landscape areas in proposed drainage basin 2a are being modified as part of this project and will become impervious pavement. In contrast, portions of the impervious areas in drainage basin 2b will become landscape areas. In total, 824 SF of additional impervious areas are being added between the two basins. In addition to the changes illustrated above, 4,547 SF of existing impervious area (sidewalk and pavement) will be removed and replaced by the proposed building expansion. Roof drains from the proposed building expansion will tie into the existing catch basin to the north. The existing roof drain in this area will be removed and a larger 10” PVC drain will be installed. Existing basin and proposed basin areas are shown in the tables below. Existing basin areas per Technical Information Report – Retail Expansion report. (Note: These are listed as Proposed Sub-Basin areas in Table 2 of the above-mentioned report.) 1 2a 2b 3 Roof 150,244 0 0 0 Garden Center 0 4,701 0 0 Landscaping 0 51,795 8,783 5,112 Pavement (PGIS)2,548 276,524 27,496 37,433 Sidewalk 0 24,430 3,560 1,927 Gravel 0 0 0 0 Total 152,792 357,450 39,839 44,472 Surface Existing Sub-Basins Wal-Mart Stores Inc. Walmart #2516 Pickup Expansion 07-30-2021 Galloway & Company, Inc.Page 4 of 17 Proposed basin areas based on new construction. Surface Proposed Sub-Basins 1 2a 2b 3 Roof 150,244 4,209 338 0 Garden Center 0 4,701 0 0 Landscaping 0 50,921 8,833 5,112 Pavement (PGIS) 2,548 272,843 27,048 37,433 Sidewalk 0 24,776 3,620 1,927 Gravel 0 0 0 0 Total 152,792 357,450 39,839 44,472 Site Hydrology Existing drainage patterns outlined in the Technical Information Report – Retail Expansion shall remain unchanged with the current improvements.Existing basins 2a and 2b were broken down from the existing report and runoff rates can be found below. Proposed drainage patterns will follow the existing drainage patterns. Drainage basin 2a will maintain the same area as noted previously, however, pervious areas (landscape island areas) will be exchanged for impervious pavement areas and impervious pavement areas will be exchanged for building roof area. A total of 874 SF of impervious area will be added to Drainage basin 2a. Drainage basin 2b will also maintain the same area, however, impervious areas will be exchanged for pervious areas. A total of 50 SF of impervious area will be removed from Drainage basin 2b. The changes in the proposed drainage basins produced the following flow information. Detailed calculations can be found in Appendix C of this Report. Event Peak Q Rate (CFS) 2-year - 24 Hr 3.3151 10-year 5.1105 100-year 7.0812 Ex. Basin 2a Runoff Rates SBUH Method Event Peak Q Rate (CFS) 2-year - 24 Hr 0.3495 10-year 0.551 100-year 0.7726 Ex. Basin 2b Runoff Rates SBUH Method Event Peak Q Rate (CFS) 2-year - 24 Hr 3.3208 10-year 5.1157 100-year 7.0858 Prop. Basin 2a Runoff Rates SBUH Method Event Peak Q Rate (CFS) 2-year - 24 Hr 0.3491 10-year 0.5505 100-year 0.7721 Prop. Basin 2b Runoff Rates SBUH Method Wal-Mart Stores Inc. Walmart #2516 Pickup Expansion 07-30-2021 Galloway & Company, Inc.Page 5 of 17 2. Conditions and Requirements Summary This section addresses the Core Requirements and Special Requirements set forth by the City of Renton Surface Water Design Manual (SWDM). Core Requirement #1 – Discharge at the Natural Location Response:Onsite runoff will be collected, conveyed and, when necessary, treated. All onsite runoff is subsequently conveyed to the City of Renton stormwater system which discharges into Springbrook Creek (Black River). No downstream impacts are anticipated as a result of the proposed improvements. Core Requirement #2 – Offsite Analysis Response:Per Section 1.22 of the SWDM, this project is exempt from core requirement #2 because the project does not change the rate, volume, duration, or location of the discharges to and from the project site. It is also worth noting upstream and downstream analyses were previously completed in the Technical Information Report – Retail Expansion,and remain unchanged with this proposed redevelopment. The previously completed analyses determined there were no drainage problems upstream or downstream of the site. Core Requirement #3 – Flow Control Facilities Response:Per the City of Renton Flow Control Application Map, the project site is located within a Peak Rate Flow Control Standard (Existing Site Conditions) area. Per exemption #2 on page 1- 40 of the SWDM, the project is exempt from core requirement #3 because the proposed redevelopment will generate less than 0.15 cfs increase from the existing site conditions 100-year peak flow at the natural discharge location of the site, and will not significantly impact a critical area, severe flooding problem, or severe erosion problem. Please reference Appendix C of this report for peak flow calculations. Core Requirement #4 – Conveyance System Response:Section 1.2.4.2 of the SWDM states, “Existing onsite conveyance systems that will not experience a change in flow characteristics (e.g., peak flows or volume of flows) as a result of the proposed project need not be analyzed for conveyance capacity.” Because the proposed project will have virtually no effect on peak flows or volume of flows to the existing system, no analysis is being conducted on the existing conveyance system. Core Requirement #5 – Construction Stormwater Pollution Prevention Response:This project will conform with all construction stormwater pollution prevention guidelines set forth in the SWDM. Due to the small scope of this redevelopment, a construction stormwater pollution prevention plan will be developed by the contractor prior to the start of construction. Refer to Section 8 of this report for more information. Core Requirement #6 – Maintenance and Operations Response:A Maintenance and Operations Manual was prepared in the Technical Information Report – Retail Expansion,and remains unchanged with this proposed development. Please reference Appendix A of this report. Wal-Mart Stores Inc. Walmart #2516 Pickup Expansion 07-30-2021 Galloway & Company, Inc.Page 6 of 17 Core Requirement #7 – Financial Guarantees and Liability Response:The City of Renton Bond Quantity Worksheet has been filled out and is submitted with this report. A copy of that worksheet is included in Appendix E. Core Requirement #8 – Water Quality Facilities Response:Since this project meets all of the criteria in Exception #3 in Section 1.2.8 of the SWDM, it is exempt from providing additional water quality facilities. The 3 requirements for Exception #3 are: 1) The total valuation of the project’s proposed improvements (including interior improvements and excluding required mitigation improvements) is less than 50% of the assessed value of the existing site improvements, and 2) Less than 5,000 SF of new PGIS this is not fully dispersed will be added, and 3) Less than ¾ acre of new PGPS that is not fully dispersed will be added. Core Requirement #9 – On-Site BMPs Response:The project is required to provide onsite flow control best management practices (BMPs) to mitigate the impacts of stormwater runoff generated by the new and replaced impervious surface to the maximum extent feasible. Per section 1.2.9.2 of the SWDM, the project is on a lot or site larger than 22,000 SF; therefore, the project will apply the large lot BMP requirements. For further information regarding the on-site BMPs, refer to Section 4 of this report. Special Requirement #1 – Other Adopted Area-Specific Requirements Response:There are no other adopted area-specific requirements applicable to this area of the City of Renton. Special Requirement #2 – Flood Hazard Area Delineation Response:The project site is not located within or adjacent to a designated flood hazard area. Special Requirement #3 – Flood Protection Facilities Response:The project does not rely on an existing flood protection facility, nor will a new flood protection facility be constructed; therefore, this requirement is not applicable. Special Requirement #4 – Source Controls Response: With this proposed redevelopment, there will be no applicable activities matching those listed within the SWDM that will require the use of source control measures. Special Requirement #5 – Oil Control Response:The project will not have high-use site characteristics, therefore, specific oil controls are not necessary. Special Requirement #6 – Aquifer Protection Area Response:Per the City of Renton Aquifer Protection Area map, the project site is not located in an aquifer protection area. Map has been added to the report (Figure 2.) with location of site for clarification. Wal-Mart Stores Inc. Walmart #2516 Pickup Expansion 07-30-2021 Galloway & Company, Inc.Page 7 of 17 3. Offsite Analysis Per Section 1.22 of the City of Renton Surface Water Design Manual (SWDM), this project is exempt from offsite analysis because the project does not change the rate, volume, duration, or location of the discharges to and from the project site. It is also worth noting upstream and downstream analyses were previously completed in the Technical Information Report – Retail Expansion,and remain unchanged with this proposed redevelopment. The previously completed analyses determined there were no drainage problems upstream or downstream of the site, and can be referenced in Appendix A of this report. 4. Flow Control, Low Impact Development (LID) and Water Quality Facility Analysis and Design Existing Site Hydrology Existing drainage patterns outlined in the Technical Information Report – Retail Expansion shall remain unchanged with the current improvements.Existing basins 2a and 2b were broken down from the existing report and runoff rates can be referenced in Section 1 of this report. Developed Site Hydrology Proposed drainage patterns will follow the existing drainage patterns. Drainage basin 2a will maintain the same area as noted previously, however, pervious areas (landscape island areas) will be exchanged for impervious pavement areas and impervious pavement areas will be exchanged for building roof area. A total of 874 SF of impervious area will be added to Drainage basin 2a. Drainage basin 2b will also maintain the same area, however, impervious areas will be exchanged for pervious areas. A total of 50 SF of impervious area will be removed from Drainage basin 2b. The changes in the proposed drainage basins produced a minor increase in flows (0.0057 cfs) for Basin 2a, and a minor decrease in flows (0.0004 cfs) for Basin 2b. This results in a minimal total net increase of 0.0053 cfs to the modified basins. Performance Standards Per the City of Renton Flow Control Application Map, the project site is located within a Peak Rate Flow Control Standard (Existing Site Conditions) area. The proposed redevelopment will match the existing site conditions 2, 10, and 100-year peak runoff rates for the area that is being disturbed. Flow Control System A flow control system is not required for this project because the proposed redevelopment will generate less than 0.15 cfs increase from the existing site conditions 100-year peak flow at the natural discharge location of the site, and will not significantly impact a critical area, severe flooding problem, or severe erosion problem. Refer to core requirement #3 in Section 2 of this report for more information. Water Quality System The existing biofiltration swale in the northwestern portion of the site will still maintain the treatment of the Basin 2b area. As noted in the Technical Information Report – Retail Expansion report, additional water quality was provided for the additional pavement area. This bioswale outlined in the New PGIS section of the Technical Information Report – Retail Expansion report, shall facilitate in providing the additional water quality. Per the existing report, the bioswale for Basin 2b was overdesigned for the required conditions and given the minimal increase in flow rates, the existing bioswale will suffice in providing the required water quality for the proposed development. Wal-Mart Stores Inc. Walmart #2516 Pickup Expansion 07-30-2021 Galloway & Company, Inc.Page 8 of 17 The existing bioswale design was verified using the following parameters: The resultant swale design requires a minimum bottom width of 7.58 feet and a minimum treatment length of 90.9 feet. Given that the swale was designed with an 8-foot bottom width and a 115 foot treatment length, with a 1.0% longitudinal slope, the swale design fits into the parameters. Calculations showing the existing bioswale characteristics accommodating the additional flows can be found in Appendix C. On-Site BMP’s It has been determined that erosion risk for the project site is minimal. The slope across the site is minimal which will not produce high runoff velocities. Since the site is completely developed and contains mostly impervious surfaces, the risk of erosion is minor. Prior to the start of any grading activity upon the site, all erosion/sediment control measures shall be installed in accordance with the construction documents. The following best construction practices (BMP’s) are being implemented to provide erosion control and preventing sediment entering the adjacent storm infrastructure. These will include, silt dikes (on existing pavement), block and aggregate curb inlet protection for curb inlets and grated inlets, and rock socks. Daily inspection of the erosion control measures will be required during construction. Any sediment build up shall be removed and disposed of off-site. 5. Conveyance System Analysis and Design Because the proposed project will have virtually no effect on peak flows or volume of flows to the existing system, no analysis is being conducted on the existing conveyance system. Please reference Appendix C of this report for peak flow calculations. 6. Special Reports and Studies The following special reports and studies were completed with the Technical Information Report – Retail Expansion,and remain unchanged with this proposed redevelopment. ·Initial Report of Geotechnical Engineering Evaluation – dated November 30, 2009 by Terracon Consultants, Inc. ·Phase I Environmental Site Assessment – dated October 20, 2009 by Terracon Consultants, Inc. ·Transportation Impact Study – dated October 2009, by Transpo Group. Criteria Value 2-yr, 24-hr flow 0.3491 cfs Design Flow Depth 0.25 feet Mannings Coeff 0.35 Residence Time 9 minutes Side Slope 3.0 H:V Bioswale Design Criteria - Single Event Wal-Mart Stores Inc. Walmart #2516 Pickup Expansion 07-30-2021 Galloway & Company, Inc.Page 9 of 17 ·Renton Retail Expansion Critical Areas and Habitat Evaluation Memo – dated September 18, 2009 by The Watershed Company. 7. Other Permits An NPDES permit from the Washington State Department of Ecology will not be required since this project disturbs less than one acre of land. There are no additional permits required from other agencies for this project. 8. CSWPP Analysis and Design Due to the small scope of this redevelopment, a construction stormwater pollution prevention plan will be developed by the contractor prior to the start of construction. The contractor will be responsible for implementing all erosion control measures as shown on the plans. The erosion control facilities will be in place prior to any disturbance. Anticipated minimum erosion, sediment and stormwater pollution prevention measures are as follows: · Mark Clearing Limits/Minimize Clearing – Clearing limits will be defined by erosion control components and areas of proposed grading. Clearing will be minimized to the maximum extent practicable. · Minimized Sediment Tracked Offsite – A stabilized construction entrance for vehicle access to minimize the tracking of sediment to public roads. If necessary, sediment shall be removed from roads by shoveling or sweeping and shall be transported to a controlled sediment disposal area. · Install Sediment Controls – Runoff from disturbed areas must pass through a sediment control measure to prevent the transport of sediment downstream until the disturbed area is fully stabilized. Sediment will be controlled using perimeter measures such as silt fencing. In addition, inlet protection will be installed on any existing catch basins within the surrounding project area. · Stabilize Exposed Soils – The site must be stabilized and no soils will be allowed to remain unstabilized for more than two days between October 1 and April 30. From May 1 through September 30, cover measures must be installed to protect disturbed areas that will remain unworked for seven days or more. By October 8, seed all areas that will remain unworked from October 1 through April 30. Mulch all seeded areas. Exposed slopes will be protected by DOE-approved coverage measures, such as mulching, nets and blankets, plastic covering, seeding, and sodding per Section C.3 of the SWDM will be used to stabilize onsite soils during construction. · Control Pollutants – Sediment is the only pollutant expected on the proposed project. Limiting the duration of disturbance of the site soils provides the first level of protection for pollution control, and perimeter measures on the edges of the disturbed areas will mitigate the remaining pollutants. · Control Dewatering – Dewatering is not expected to be required. If perched groundwater is encountered and dewatering is necessary, a temporary pump will be used to remove water from the trenches. Pumped water will be routed to perimeter undisturbed areas or other approved location prior to discharge from the project site. · Maintain BMPs – The BMPs will be maintained regularly in accordance with the SWDM. Wal-Mart Stores Inc. Walmart #2516 Pickup Expansion 07-30-2021 Galloway & Company, Inc.Page 10 of 17 Manage the Project – The Contractor will maintain a daily presence on the site and will assign a contact person for erosion and sediment control issues. 9. Bond Quantities, Facility Summaries, and Declaration of Covenant A Bond Quantity Worksheet has been included in Appendix E of this report. 10. Operations and Maintenance Manual An Operations and Maintenance Manual was prepared in the Technical Information Report – Retail Expansion,and remains unchanged with this proposed redevelopment. Please reference Appendix A of this report. Figure 1: TIR Worksheet 8 1 8 DESCRIPTION Bonnell Family, LLC. 425-453-1414 10047 Main St. #509 Brandon Alley, PE Galloway & Company, Inc. 303-770-8884 Walmart #2516 Pickup Expansion 23 05 19 743 Rainier Avenue South Renton, WA X Bellevue, WA 98004 X X Site Plan Review 8 2 MENTS Re: SWDM N/A Commercial Corridor / Employment Area Valley Black River Drainage Basin N/A Peak Rate Control Standard Area A: 3 BMPs Urban Land (Ur)Avg: 3%Low Existing on-site stormwater system 1 February 25, 2010 2 N/A TBD N/A 8 4 N/A N/A A: 5 ONSTRUCTION s s BMPs BMPs X X X X X X X X X X X X X X Bioswale BioswaleX 8 6 Figure 2: Vicinity Map & Aquifer Map WALMART #2516 PARCEL ID:1923059048 USE:RETAIL PROJECT AREA SW 7TH STREET RAINIER AVENUE S.SW GRADY W A YLIND AVENUE SWSW 10TH S T R E E T HARDIE AVENUE SWCOLUMBIA BANK JIMMY MAC'S ROADHOUSE POPEYES LOUISIANA KITCHEN PHO & THAIRESTAURANTSUPER SUPPLEMENTS MAZDADEALERSHIPFORDDEALERSHIPFORD DEALERSH I P FORD DEALERSH I P DUTCH BROS COFFEE SONIC RESTAURANT MOBIL FUEL STATIONMULTI-USE RETAIL KIA DEALERSHIP FORD DEALERSHIPGMC/BUICK DEALERSHIP CHEVROLET DEALERSHIP KIA DEALERSHIP KIA DEALERSHIP MULTI-USE OFFICE INTERSTATE ALL BATTERY CENTER KIA DEALERSHIP HORIZON DISTRIBUTORS WAREHOUSE WAREHOUSE WAREHOUSE MARKET B&T WAREHOUSE DISTRIBUTORS B&T WAREHOUSE DISTRIBUTORS EM FURNITURE WAREHOUSE NW GOURMET FOODS WAREHOUSE WAREHOUSE WAREHOUSE MULTI-USE OFFICE WORKSOURCE RENTON RENTON SCHOOL DISTRICT 403 TOYOTA DEALERSHIP CURRAN PLAZA RETAIL WALMART #2516 WALMART SUPERCENTER 743 RAINIER AVE. S., RENTON, WA WALMART PICKUP EXPANSION LEGEND CA - COMMERCIAL ARTERIAL IM - INDUSTRIAL MEDIUM EXISTING PROPERTY LINE ADJACENT PROPERTY LINE PROPOSED PROJECT AREA NOTES 1.ALL PROPERTY LINES WERE APPROXIMATED FROM CITY OF RENTON GIS DATA. 2.ZONING INFORMATION OBTAINED FROM CITY OF RENTON ZONING INFORMATION. C0 NEIGHBORHOOD DETAIL MAPSTIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB RCJ 150 08.28.2020 10.09.2020 GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 3 12.18.2020 CCD#3 1 inch = 80 ft. ( IN FEET ) GRAPHIC SCALE 080 80 160 32040 Project Site Appendix A: Existing Technical Information Report – Retail Expansion Basin 2b Basin 2a Appendix B: Drainage Map WWW W W WW SDSD 1 inch = 100 ft. ( IN FEET ) GRAPHIC SCALE 0100 100 200 40050 RENTON, WAWAL-MART STORES, INC.BENTONVILLE, AR WAL-MART SUPERCENTER #2516-240SHEET JOB No. SCALE DATE CHECKED DRAWN REVISIONS BY PB2002516.20 01/08/21 AS NOTED JES JSB 1 A 2 3 B NOT FOR CONSTRUCTIONGallowayUS.com6162 S. Willow Drive, Suite 320Greenwood Village, CO 80111303.770.8884DMAP H:\RHA\WA, Renton - RHA002516.20 - 743 Rainier Ave. S\3 Permit CDs\3.04 Grading-Drainage Studies\3.04.2 Proposed Drainage Reports-Info\RHA2516_Drainage Map_REV1 - 2019-02-11 - Sid Biddle DRAINAGE MAP EXISTING SUB-BASIN DATA Appendix C: Drainage Detention Calculations Appended on: Friday, January 8, 2021 11:31:19 AM Existing 2a Event Summary Record Id: Existing 2a Licensed to: Unlicensed Copy Event Peak Q (cfs)Peak T (hrs)Hyd Vol (acft)Area (ac)Method 2 yr 24 hr 3.3151 8.00 1.0936 8.2058 SBUH 10 year 5.1105 8.00 1.6964 8.2058 SBUH 100 year 7.0812 8.00 2.3726 8.2058 SBUH All results based on storm duration of 24.0 hours. This is ok if all precipitations are appropriate for the storm duration. If some design event precipitations are for different duration storms, those results are incorrect Design Method SBUH Rainfall type TYPE1A.RAC Hyd Intv 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 8.2058 ac DCIA 0.00 ac Pervious CN 96.26 DC CN 0.00 Pervious TC 5.00 min DC TC 0.00 min Pervious CN Calc Description SubArea Sub cn Impervious surfaces (pavements, roofs, etc)7.0168 ac 98.00 Open spaces, lawns,parks (>75% grass)1.189 ac 86.00 Pervious Composited CN (AMC 2)96.2612 Pervious TC Calc Type Description Length Slope Coeff Misc TT Sheet Smooth Surfaces 30.00 ft 2.0%0.011 2.50 in 0.5232 min Int Channel CMP Pipe (n=0.024 200.00 ft 0.5%0.024 2.2202 min Pervious TC 2.7434 min Page 1 of 1 1/8/2021file:///H:/RHA/WA,%20Renton%20-%20RHA002516.20%20-%20743%20Rainier%20Ave... Appended on: Friday, January 8, 2021 11:49:17 AM Existing 2b Event Summary Record Id: Existing 2b Licensed to: Unlicensed Copy Event Peak Q (cfs)Peak T (hrs)Hyd Vol (acft)Area (ac)Method 2 yr 24 hr 0.3495 8.00 0.1155 0.915 SBUH 10 year 0.551 8.00 0.182 0.915 SBUH 100 year 0.7726 8.00 0.257 0.915 SBUH All results based on storm duration of 24.0 hours. This is ok if all precipitations are appropriate for the storm duration. If some design event precipitations are for different duration storms, those results are incorrect Design Method SBUH Rainfall type TYPE1A.RAC Hyd Intv 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.91 ac DCIA 0.00 ac Pervious CN 95.35 DC CN 0.00 Pervious TC 5.00 min DC TC 0.00 min Pervious CN Calc Description SubArea Sub cn Impervious surfaces (pavements, roofs, etc)0.713 ac 98.00 Open spaces, lawns,parks (>75% grass)0.202 ac 86.00 Pervious Composited CN (AMC 2)95.3508 Pervious TC Calc Type Description Length Slope Coeff Misc TT Sheet Smooth Surfaces 30.00 ft 2.0%0.011 0.00 in 0.5232 min Int Channel CMP Pipe (n=0.024)200.00 ft 0.5%0.024 2.2202 min Pervious TC 2.7434 min Page 1 of 1 1/8/2021file:///H:/RHA/WA,%20Renton%20-%20RHA002516.20%20-%20743%20Rainier%20Ave... Appended on: Friday, January 8, 2021 11:50:29 AM Proposed 2a Event Summary Record Id: Proposed 2a Licensed to: Unlicensed Copy Event Peak Q (cfs)Peak T (hrs)Hyd Vol (acft)Area (ac)Method 2 yr 24 hr 3.3208 8.00 1.0955 8.2058 SBUH 10 year 5.1157 8.00 1.6985 8.2058 SBUH 100 year 7.0858 8.00 2.3749 8.2058 SBUH All results based on storm duration of 24.0 hours. This is ok if all precipitations are appropriate for the storm duration. If some design event precipitations are for different duration storms, those results are incorrect Design Method SBUH Rainfall type TYPE1A.RAC Hyd Intv 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 8.2058 ac DCIA 0.00 ac Pervious CN 96.29 DC CN 0.00 Pervious TC 5.00 min DC TC 0.00 min Pervious CN Calc Description SubArea Sub cn Impervious surfaces (pavements, roofs, etc)7.0369 ac 98.00 Open spaces, lawns,parks (>75% grass)1.1689 ac 86.00 Pervious Composited CN (AMC 2)96.2906 Pervious TC Calc Type Description Length Slope Coeff Misc TT Sheet Smooth Surfaces 30.00 ft 2.0%0.011 2.50 in 0.5232 min Int Channel CMP Pipe (n=0.024)200.00 ft 0.5%0.024 2.2202 min Pervious TC 2.7434 min Page 1 of 1 1/8/2021file:///H:/RHA/WA,%20Renton%20-%20RHA002516.20%20-%20743%20Rainier%20Ave... Appended on: Friday, January 8, 2021 11:51:09 AM Proposed 2b Event Summary Record Id: Proposed 2b Licensed to: Unlicensed Copy Event Peak Q (cfs)Peak T (hrs)Hyd Vol (acft)Area (ac)Method 2 yr 24 hr 0.3491 8.00 0.1153 0.9146 SBUH 10 year 0.5505 8.00 0.1818 0.9146 SBUH 100 year 0.7721 8.00 0.2568 0.9146 SBUH All results based on storm duration of 24.0 hours. This is ok if all precipitations are appropriate for the storm duration. If some design event precipitations are for different duration storms, those results are incorrect Design Method SBUH Rainfall type TYPE1A.RAC Hyd Intv 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.9146 ac DCIA 0.00 ac Pervious CN 95.34 DC CN 0.00 Pervious TC 5.00 min DC TC 0.00 min Pervious CN Calc Description SubArea Sub cn Impervious surfaces (pavements, roofs, etc)0.7118 ac 98.00 Open spaces, lawns,parks (>75% grass)0.2028 ac 86.00 Pervious Composited CN (AMC 2)95.3392 Pervious TC Calc Type Description Length Slope Coeff Misc TT Sheet Smooth Surfaces 30.00 ft 2.0%0.011 2.50 in 0.5232 min Int Channel CMP Pipe (n=0.024)200.00 ft 0.5%0.024 2.2202 min Pervious TC 2.7434 min Page 1 of 1 1/8/2021file:///H:/RHA/WA,%20Renton%20-%20RHA002516.20%20-%20743%20Rainier%20Ave... Appendix D: Bioswale Calculations 1/8/2021 JSB RCJ Step# P-1 0.3491 cfs Water Quality Design Flow P-2 0.01 ft/ft Swale Slope < 2%, underdrains required P-3 D-1 0.25 ft D-2 0.35 D-3 3 H:V D-4a 7.58 ft D-4b 9.08 ft D-5 2.08 sf 90.6 = Length (Feet) Required D-6 0.17 fps 90.9 = Length (Feet) w/ 9 min rest time (this is still long enough) D-7 Yes Okay - V<1.5 fps proceed to SC-1 D-8 D Table III-6.2 (D or E) D-9 1.70 Table III - 6.6, n =nwq from step D-2 D-10 -ft D-11 - D-12 -% D-13 -fps D-14 -sf D-15a -ft D-15b -ft D-16 If biofiltration swale is still to wide, see DOE page III-6-17 for more info and options BIOSWALE DESIGN (SBUH) Date Designer Project Manager WMT Pickup Expansion #2516 PB2002516.20 On-Site (Redev) Project Name Project Number Swale Title Channel Width T=b+2*y*z b=(A/y)-Z*y First Approx for VR Hydraulic Radius R=(V*R)/Vmax Actual VR VR=(1.486*(R1.6668)*S0.5)/n % Difference Actual V V=(VR/R) Channel X-Sec Area A=Q/A New Swale Bottom Width (b) Degree of retardence Design Steps (D) Design Flow Depth (y) Mannings Roughness Coeff (ᶯwq) Side Slope (Z) Swale bottom width (b) b=(Q*n)/(1.486*y1.667*s0.5)-(Z*y) Top width (T) T=b+2*y*z Area (A) A=(b*y)+(Z*y2) Flow Velocity v=Q/A Is Design Adequate Qwq (2-yr, 24-Hr) Slope of Swale (s) Select Vegetation to be used Grass Legume Mix Preliminary Steps (P) Step# SC-1 0.77 cfs SC-2a Good (Good or Fair) SC-2b 0.25 ft SC-3 D Table III-6.2 (D or E) SC-4 3.00 fps Table III-6.3 SC-5 0.043 (Good initial choice 0.04) SC-6 2.70 Table III - 6.6 SC-7 0.9 ft SC-8 2.90 SC-9 7.38%% SC-10 3.22 fps SC-11 0.24 sf SC-12 Yes Swale is Stable 1.2 ft 8.00 ft 15.2 ft SC-13 1.2 ft 115 SC-14 2.2 ft SC-15 1.16 ft SC-16a 32.12 sf SC-16b 15.06 cfs Okay, Capacity > 100-yr, 24-Hr Storm R=((b*y*t)+(Z*y*t2))/(b+2yt*(Z2+1)0.5) Channel X-Sec Area Channel Capacity Q=(1.486*A*R0.677*s0.5)/n Hydraulic Radius A=Q/V Compare A with Orig New y = New b = b=(Q*n)/(1.486*y1.667*s0.5)-(Z*y) New T = T=b+2*y*z Depth of Flow y=(t-b)/2z Total Swale Depth yt = y+1 X-Sec Area Degree of Retardance Max allowed Velocity Trial Mannings n First Approx for VR Hydraulic Radius R=(V*R)/Vmax Actual VR VR=(1.486*R1.667*s0.5)/n % difference Actual V V=VR/R Qwq (100-yr - 24-Hr) Condition of vegetation Height of grass @ first storm Stability Check Steps (SC) Appendix E: City of Renton Bond Quantity Worksheet Planning Division |1055 South Grady Way – 6 th Floor | Renton, WA 98057 (425) 430-7200 Date Prepared: Name: PE Registration No: Firm Name: Firm Address: Phone No. Email Address: Project Name:Project Owner: CED Plan # (LUA):Phone: CED Permit # (U):Address: Site Address: Street Intersection:Addt'l Project Owner: Parcel #(s):Phone: Address: Clearing and grading greater than or equal to 5,000 board feet of timber? Yes/No:NO Water Service Provided by: If Yes, Provide Forest Practice Permit #:Sewer Service Provided by: Abbreviated Legal Description: Lot 1, City of Renton Lot Line Adjustment No LUA 15-000237, recording no. 20151006900005 743 Rainier Ave. S 10047 Main Street #509 SW 7th Street & Rainier Ave. S 425-891-3529 7/30/2021 Prepared by: FOR APPROVALProject Phase 1 BrandonAlley@gallowayus.com Brandon Alley 56606 Galloway & Company, Inc. 6162 S. Willow Drive, Suite 320 303-770-8884 SITE IMPROVEMENT BOND QUANTITY WORKSHEET PROJECT INFORMATION CITY OF RENTON CITY OF RENTON 1Select the current project status/phase from the following options: For Approval - Preliminary Data Enclosed, pending approval from the City; For Construction - Estimated Data Enclosed, Plans have been approved for contruction by the City; Project Closeout - Final Costs and Quantities Enclosed for Project Close-out Submittal Engineer Stamp Required (all cost estimates must have original wet stamp and signature) Clearing and Grading Utility Providers N/A Project Location and Description Project Owner Information Walmart Store #2516 Pickup Expansion Bellevue, WA 98004 1923059048 Bonnell Family LLC. Page 1 of 13 Ref 8-H Bond Quantity Worksheet SECTION I PROJECT INFORMATION Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 7/30/2021 CED Permit #: Unit Reference #Price Unit Quantity CostBackfill & compaction-embankment ESC-1 6.50$CYCheck dams, 4" minus rock ESC-2 SWDM 5.4.6.3 80.00$EachCatch Basin Protection ESC-3 35.50$Each 5 177.50Crushed surfacing 1 1/4" minus ESC-4 WSDOT 9-03.9(3)95.00$CYDitchingESC-5 9.00$CYExcavation-bulk ESC-6 2.00$CY Fence, silt ESC-7 SWDM 5.4.3.1 1.50$LF Fence, Temporary (NGPE)ESC-8 1.50$LF 500 750.00 Geotextile Fabric ESC-9 2.50$SY Hay Bale Silt Trap ESC-10 0.50$Each Hydroseeding ESC-11 SWDM 5.4.2.4 0.80$SY Interceptor Swale / Dike ESC-12 1.00$LF 500 500.00Jute Mesh ESC-13 SWDM 5.4.2.2 3.50$SYLevel Spreader ESC-14 1.75$LFMulch, by hand, straw, 3" deep ESC-15 SWDM 5.4.2.1 2.50$SYMulch, by machine, straw, 2" deep ESC-16 SWDM 5.4.2.1 2.00$SYPiping, temporary, CPP, 6"ESC-17 12.00$LFPiping, temporary, CPP, 8"ESC-18 14.00$LF Piping, temporary, CPP, 12"ESC-19 18.00$LF Plastic covering, 6mm thick, sandbagged ESC-20 SWDM 5.4.2.3 4.00$SY Rip Rap, machine placed; slopes ESC-21 WSDOT 9-13.1(2)45.00$CY Rock Construction Entrance, 50'x15'x1'ESC-22 SWDM 5.4.4.1 1,800.00$Each 1 1,800.00 Rock Construction Entrance, 100'x15'x1'ESC-23 SWDM 5.4.4.1 3,200.00$Each Sediment pond riser assembly ESC-24 SWDM 5.4.5.2 2,200.00$Each Sediment trap, 5' high berm ESC-25 SWDM 5.4.5.1 19.00$LFSed. trap, 5' high, riprapped spillway berm section ESC-26 SWDM 5.4.5.1 70.00$LFSeeding, by hand ESC-27 SWDM 5.4.2.4 1.00$SYSodding, 1" deep, level ground ESC-28 SWDM 5.4.2.5 8.00$SY 33 264.00Sodding, 1" deep, sloped ground ESC-29 SWDM 5.4.2.5 10.00$SYTESC Supervisor ESC-30 110.00$HRWater truck, dust control ESC-31 SWDM 5.4.7 140.00$HR Unit Reference #Price Unit Quantity Cost EROSION/SEDIMENT SUBTOTAL:3,491.50 SALES TAX @ 10%349.15 EROSION/SEDIMENT TOTAL:3,840.65 (A) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR EROSION & SEDIMENT CONTROL Description No. (A) WRITE-IN-ITEMS Page 2 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.a EROSION_CONTROL Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 7/30/2021 CED Permit #: Existing Future Public Private Right-of-Way Improvements Improvements (D) (E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.CostGENERAL ITEMSBackfill & Compaction- embankment GI-1 6.00$CY Backfill & Compaction- trench GI-2 9.00$CY Clear/Remove Brush, by hand (SY)GI-3 1.00$SY Bollards - fixed GI-4 240.74$Each 2 481.48 Bollards - removable GI-5 452.34$Each Clearing/Grubbing/Tree Removal GI-6 10,000.00$Acre Excavation - bulk GI-7 2.00$CY 920 1,840.00 Excavation - Trench GI-8 5.00$CY 334 1,670.00 Fencing, cedar, 6' high GI-9 20.00$LF Fencing, chain link, 4'GI-10 38.31$LF Fencing, chain link, vinyl coated, 6' high GI-11 20.00$LF Fencing, chain link, gate, vinyl coated, 20'GI-12 1,400.00$Each Fill & compact - common barrow GI-13 25.00$CY Fill & compact - gravel base GI-14 27.00$CY Fill & compact - screened topsoil GI-15 39.00$CY Gabion, 12" deep, stone filled mesh GI-16 65.00$SY Gabion, 18" deep, stone filled mesh GI-17 90.00$SY Gabion, 36" deep, stone filled mesh GI-18 150.00$SY Grading, fine, by hand GI-19 2.50$SY 100 250.00 Grading, fine, with grader GI-20 2.00$SY 494 988.00 Monuments, 3' Long GI-21 250.00$Each Sensitive Areas Sign GI-22 7.00$Each Sodding, 1" deep, sloped ground GI-23 8.00$SY 225 1,800.00 Surveying, line & grade GI-24 850.00$Day 0.5 425.00 Surveying, lot location/lines GI-25 1,800.00$Acre 0.25 450.00 Topsoil Type A (imported)GI-26 28.50$CY Traffic control crew ( 2 flaggers )GI-27 120.00$HR Trail, 4" chipped wood GI-28 8.00$SY Trail, 4" crushed cinder GI-29 9.00$SY Trail, 4" top course GI-30 12.00$SY Conduit, 2"GI-31 5.00$LF Wall, retaining, concrete GI-32 55.00$SF Wall, rockery GI-33 15.00$SF SUBTOTAL THIS PAGE:7,904.48 (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS Quantity Remaining (Bond Reduction) (B)(C) Page 3 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.b TRANSPORTATION Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 7/30/2021 CED Permit #: Existing Future Public Private Right-of-Way Improvements Improvements (D) (E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS Quantity Remaining (Bond Reduction) (B)(C) ROAD IMPROVEMENT/PAVEMENT/SURFACINGAC Grinding, 4' wide machine < 1000sy RI-1 30.00$SY AC Grinding, 4' wide machine 1000-2000sy RI-2 16.00$SY AC Grinding, 4' wide machine > 2000sy RI-3 10.00$SY AC Removal/Disposal RI-4 35.00$SY Barricade, Type III ( Permanent )RI-5 56.00$LF Guard Rail RI-6 30.00$LF Curb & Gutter, rolled RI-7 17.00$LF Curb & Gutter, vertical RI-8 12.50$LF 225 2,812.50 Curb and Gutter, demolition and disposal RI-9 18.00$LF 222 3,996.00 Curb, extruded asphalt RI-10 5.50$LF Curb, extruded concrete RI-11 7.00$LF Sawcut, asphalt, 3" depth RI-12 1.85$LF 500 925.00 Sawcut, concrete, per 1" depth RI-13 3.00$LF 90 270.00 Sealant, asphalt RI-14 2.00$LF Shoulder, gravel, 4" thick RI-15 15.00$SY Sidewalk, 4" thick RI-16 38.00$SY 79 3,002.00 Sidewalk, 4" thick, demolition and disposal RI-17 32.00$SY Sidewalk, 5" thick RI-18 41.00$SY Sidewalk, 5" thick, demolition and disposal RI-19 40.00$SY 24 960.00 Sign, Handicap RI-20 85.00$Each Striping, per stall RI-21 7.00$Each 41 287.00 Striping, thermoplastic, ( for crosswalk )RI-22 3.00$SF 170 510.00 Striping, 4" reflectorized line RI-23 0.50$LF Additional 2.5" Crushed Surfacing RI-24 3.60$SY HMA 1/2" Overlay 1.5"RI-25 14.00$SY HMA 1/2" Overlay 2"RI-26 18.00$SY HMA Road, 2", 4" rock, First 2500 SY RI-27 28.00$SY HMA Road, 2", 4" rock, Qty. over 2500SY RI-28 21.00$SY HMA Road, 4", 6" rock, First 2500 SY RI-29 45.00$SY 610 27,450.00 HMA Road, 4", 6" rock, Qty. over 2500 SY RI-30 37.00$SY HMA Road, 4", 4.5" ATB RI-31 38.00$SY Gravel Road, 4" rock, First 2500 SY RI-32 15.00$SY Gravel Road, 4" rock, Qty. over 2500 SY RI-33 10.00$SY Thickened Edge RI-34 8.60$LF SUBTOTAL THIS PAGE:40,212.50 (B)(C)(D)(E) Page 4 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.b TRANSPORTATION Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 7/30/2021 CED Permit #: Existing Future Public Private Right-of-Way Improvements Improvements (D) (E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS Quantity Remaining (Bond Reduction) (B)(C) PARKING LOT SURFACING No.2" AC, 2" top course rock & 4" borrow PL-1 21.00$SY 2" AC, 1.5" top course & 2.5" base course PL-2 28.00$SY 4" select borrow PL-3 5.00$SY 1.5" top course rock & 2.5" base course PL-4 14.00$SY SUBTOTAL PARKING LOT SURFACING: (B)(C)(D)(E) LANDSCAPING & VEGETATION No.Street Trees LA-1 Median Landscaping LA-2 Right-of-Way Landscaping LA-3 Wetland Landscaping LA-4 SUBTOTAL LANDSCAPING & VEGETATION: (B)(C)(D)(E) TRAFFIC & LIGHTING No.Signs TR-1 Street Light System ( # of Poles)TR-2 Traffic Signal TR-3 Traffic Signal Modification TR-4 SUBTOTAL TRAFFIC & LIGHTING: (B)(C)(D)(E) WRITE-IN-ITEMS SUBTOTAL WRITE-IN ITEMS: STREET AND SITE IMPROVEMENTS SUBTOTAL:48,116.98 SALES TAX @ 10%4,811.70 STREET AND SITE IMPROVEMENTS TOTAL:52,928.68 (B)(C)(D)(E) Page 5 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.b TRANSPORTATION Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 7/30/2021 CED Permit #: Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost DRAINAGE (CPE = Corrugated Polyethylene Pipe, N12 or Equivalent) For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price as solid pipe.)Access Road, R/D D-1 26.00$SY * (CBs include frame and lid) Beehive D-2 90.00$Each Through-curb Inlet Framework D-3 400.00$Each CB Type I D-4 1,500.00$Each CB Type IL D-5 1,750.00$Each CB Type II, 48" diameter D-6 2,300.00$Each 2 4,600.00 for additional depth over 4'D-7 480.00$FT 12 5,760.00 CB Type II, 54" diameter D-8 2,500.00$Each for additional depth over 4'D-9 495.00$FT CB Type II, 60" diameter D-10 2,800.00$Each for additional depth over 4'D-11 600.00$FT CB Type II, 72" diameter D-12 6,000.00$Each for additional depth over 4'D-13 850.00$FT CB Type II, 96" diameter D-14 14,000.00$Each for additional depth over 4'D-15 925.00$FT Trash Rack, 12"D-16 350.00$Each Trash Rack, 15"D-17 410.00$Each Trash Rack, 18"D-18 480.00$Each Trash Rack, 21"D-19 550.00$Each Cleanout, PVC, 4"D-20 150.00$Each Cleanout, PVC, 6"D-21 170.00$Each Cleanout, PVC, 8"D-22 200.00$Each Culvert, PVC, 4"D-23 10.00$LF Culvert, PVC, 6"D-24 13.00$LF Culvert, PVC, 8"D-25 15.00$LF 55 825.00 Culvert, PVC, 12"D-26 23.00$LF Culvert, PVC, 15"D-27 35.00$LF Culvert, PVC, 18"D-28 41.00$LF Culvert, PVC, 24"D-29 56.00$LF Culvert, PVC, 30"D-30 78.00$LF Culvert, PVC, 36"D-31 130.00$LF Culvert, CMP, 8"D-32 19.00$LF Culvert, CMP, 12"D-33 29.00$LF SUBTOTAL THIS PAGE:11,185.00 (B)(C)(D)(E) Quantity Remaining (Bond Reduction)(B)(C) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Page 6 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 7/30/2021 CED Permit #: Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Quantity Remaining (Bond Reduction)(B)(C) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES DRAINAGE (Continued)Culvert, CMP, 15"D-34 35.00$LF Culvert, CMP, 18"D-35 41.00$LF Culvert, CMP, 24"D-36 56.00$LF Culvert, CMP, 30"D-37 78.00$LFCulvert, CMP, 36"D-38 130.00$LF Culvert, CMP, 48"D-39 190.00$LF Culvert, CMP, 60"D-40 270.00$LF Culvert, CMP, 72"D-41 350.00$LF Culvert, Concrete, 8"D-42 42.00$LF Culvert, Concrete, 12"D-43 48.00$LF Culvert, Concrete, 15"D-44 78.00$LF Culvert, Concrete, 18"D-45 48.00$LF 77 3,696.00 Culvert, Concrete, 24"D-46 78.00$LF Culvert, Concrete, 30"D-47 125.00$LF Culvert, Concrete, 36"D-48 150.00$LF Culvert, Concrete, 42"D-49 175.00$LF Culvert, Concrete, 48"D-50 205.00$LF Culvert, CPE Triple Wall, 6"D-51 14.00$LF Culvert, CPE Triple Wall, 8"D-52 16.00$LF Culvert, CPE Triple Wall, 12"D-53 24.00$LF Culvert, CPE Triple Wall, 15"D-54 35.00$LF Culvert, CPE Triple Wall, 18"D-55 41.00$LF Culvert, CPE Triple Wall, 24"D-56 56.00$LF Culvert, CPE Triple Wall, 30"D-57 78.00$LF Culvert, CPE Triple Wall, 36"D-58 130.00$LF Culvert, LCPE, 6"D-59 60.00$LF Culvert, LCPE, 8"D-60 72.00$LF Culvert, LCPE, 12"D-61 84.00$LF Culvert, LCPE, 15"D-62 96.00$LF Culvert, LCPE, 18"D-63 108.00$LF Culvert, LCPE, 24"D-64 120.00$LF Culvert, LCPE, 30"D-65 132.00$LF Culvert, LCPE, 36"D-66 144.00$LF Culvert, LCPE, 48"D-67 156.00$LF Culvert, LCPE, 54"D-68 168.00$LF SUBTOTAL THIS PAGE:3,696.00 (B)(C)(D)(E) Page 7 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 7/30/2021 CED Permit #: Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Quantity Remaining (Bond Reduction)(B)(C) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES DRAINAGE (Continued)Culvert, LCPE, 60"D-69 180.00$LF Culvert, LCPE, 72"D-70 192.00$LF Culvert, HDPE, 6"D-71 42.00$LF Culvert, HDPE, 8"D-72 42.00$LF Culvert, HDPE, 12"D-73 74.00$LF Culvert, HDPE, 15"D-74 106.00$LF Culvert, HDPE, 18"D-75 138.00$LF Culvert, HDPE, 24"D-76 221.00$LF Culvert, HDPE, 30"D-77 276.00$LF Culvert, HDPE, 36"D-78 331.00$LF Culvert, HDPE, 48"D-79 386.00$LF Culvert, HDPE, 54"D-80 441.00$LF Culvert, HDPE, 60"D-81 496.00$LF Culvert, HDPE, 72"D-82 551.00$LF Pipe, Polypropylene, 6"D-83 84.00$LF Pipe, Polypropylene, 8"D-84 89.00$LF Pipe, Polypropylene, 12"D-85 95.00$LF Pipe, Polypropylene, 15"D-86 100.00$LF Pipe, Polypropylene, 18"D-87 106.00$LF Pipe, Polypropylene, 24"D-88 111.00$LF Pipe, Polypropylene, 30"D-89 119.00$LF Pipe, Polypropylene, 36"D-90 154.00$LF Pipe, Polypropylene, 48"D-91 226.00$LF Pipe, Polypropylene, 54"D-92 332.00$LF Pipe, Polypropylene, 60"D-93 439.00$LF Pipe, Polypropylene, 72"D-94 545.00$LF Culvert, DI, 6"D-95 61.00$LF Culvert, DI, 8"D-96 84.00$LF Culvert, DI, 12"D-97 106.00$LF Culvert, DI, 15"D-98 129.00$LF Culvert, DI, 18"D-99 152.00$LF Culvert, DI, 24"D-100 175.00$LF Culvert, DI, 30"D-101 198.00$LF Culvert, DI, 36"D-102 220.00$LF Culvert, DI, 48"D-103 243.00$LF Culvert, DI, 54"D-104 266.00$LF Culvert, DI, 60"D-105 289.00$LF Culvert, DI, 72"D-106 311.00$LF SUBTOTAL THIS PAGE: (B)(C)(D)(E) Page 8 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 7/30/2021 CED Permit #: Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Quantity Remaining (Bond Reduction)(B)(C) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Specialty Drainage ItemsDitching SD-1 9.50$CY Flow Dispersal Trench (1,436 base+)SD-3 28.00$LF French Drain (3' depth)SD-4 26.00$LF Geotextile, laid in trench, polypropylene SD-5 3.00$SY Mid-tank Access Riser, 48" dia, 6' deep SD-6 2,000.00$Each Pond Overflow Spillway SD-7 16.00$SY Restrictor/Oil Separator, 12"SD-8 1,150.00$Each Restrictor/Oil Separator, 15"SD-9 1,350.00$Each Restrictor/Oil Separator, 18"SD-10 1,700.00$Each Riprap, placed SD-11 42.00$CY Tank End Reducer (36" diameter)SD-12 1,200.00$Each Infiltration pond testing SD-13 125.00$HR Permeable Pavement SD-14 Permeable Concrete Sidewalk SD-15 Culvert, Box __ ft x __ ft SD-16 SUBTOTAL SPECIALTY DRAINAGE ITEMS: (B)(C)(D)(E)STORMWATER FACILITIES (Include Flow Control and Water Quality Facility Summary Sheet and Sketch) Detention Pond SF-1 Each Detention Tank SF-2 Each Detention Vault SF-3 Each Infiltration Pond SF-4 Each Infiltration Tank SF-5 Each Infiltration Vault SF-6 Each Infiltration Trenches SF-7 Each Basic Biofiltration Swale SF-8 Each Wet Biofiltration Swale SF-9 Each Wetpond SF-10 Each Wetvault SF-11 Each Sand Filter SF-12 Each Sand Filter Vault SF-13 Each Linear Sand Filter SF-14 Each Proprietary Facility SF-15 Each Bioretention Facility SF-16 Each SUBTOTAL STORMWATER FACILITIES: (B)(C)(D)(E) Page 9 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 7/30/2021 CED Permit #: Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Quantity Remaining (Bond Reduction)(B)(C) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES WRITE-IN-ITEMS (INCLUDE ON-SITE BMPs)WI-1 WI-2 WI-3 WI-4 WI-5 WI-6 WI-7 WI-8 WI-9 WI-10 WI-11 WI-12 WI-13 WI-14 WI-15 SUBTOTAL WRITE-IN ITEMS: DRAINAGE AND STORMWATER FACILITIES SUBTOTAL:14,881.00 SALES TAX @ 10%1,488.10 DRAINAGE AND STORMWATER FACILITIES TOTAL:16,369.10 (B)(C)(D)(E) Page 10 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 7/30/2021 CED Permit #: Existing Future Public Private Right-of-Way Improvements Improvements (D) (E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Connection to Existing Watermain W-1 2,000.00$Each Ductile Iron Watermain, CL 52, 4 Inch Diameter W-2 50.00$LF Ductile Iron Watermain, CL 52, 6 Inch Diameter W-3 56.00$LF Ductile Iron Watermain, CL 52, 8 Inch Diameter W-4 60.00$LF 222 13,320.00 Ductile Iron Watermain, CL 52, 10 Inch Diameter W-5 70.00$LF Ductile Iron Watermain, CL 52, 12 Inch Diameter W-6 80.00$LF Gate Valve, 4 inch Diameter W-7 500.00$Each Gate Valve, 6 inch Diameter W-8 700.00$Each Gate Valve, 8 Inch Diameter W-9 800.00$Each 2 1,600.00 Gate Valve, 10 Inch Diameter W-10 1,000.00$Each Gate Valve, 12 Inch Diameter W-11 1,200.00$Each Fire Hydrant Assembly W-12 4,000.00$Each 1 4,000.00 Permanent Blow-Off Assembly W-13 1,800.00$Each Air-Vac Assembly, 2-Inch Diameter W-14 2,000.00$Each Air-Vac Assembly, 1-Inch Diameter W-15 1,500.00$Each Compound Meter Assembly 3-inch Diameter W-16 8,000.00$Each Compound Meter Assembly 4-inch Diameter W-17 9,000.00$Each Compound Meter Assembly 6-inch Diameter W-18 10,000.00$Each Pressure Reducing Valve Station 8-inch to 10-inch W-19 20,000.00$Each WATER SUBTOTAL:18,920.00 SALES TAX @ 10%1,892.00 WATER TOTAL:20,812.00 (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR WATER Quantity Remaining (Bond Reduction) (B)(C) Page 11 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.d WATER Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 7/30/2021 CED Permit #: Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Clean Outs SS-1 1,000.00$Each Grease Interceptor, 500 gallon SS-2 8,000.00$Each Grease Interceptor, 1000 gallon SS-3 10,000.00$Each Grease Interceptor, 1500 gallon SS-4 15,000.00$Each Side Sewer Pipe, PVC. 4 Inch Diameter SS-5 80.00$LF Side Sewer Pipe, PVC. 6 Inch Diameter SS-6 95.00$LF Sewer Pipe, PVC, 8 inch Diameter SS-7 105.00$LF Sewer Pipe, PVC, 12 Inch Diameter SS-8 120.00$LF Sewer Pipe, DI, 8 inch Diameter SS-9 115.00$LF Sewer Pipe, DI, 12 Inch Diameter SS-10 130.00$LF Manhole, 48 Inch Diameter SS-11 6,000.00$Each Manhole, 54 Inch Diameter SS-13 6,500.00$Each Manhole, 60 Inch Diameter SS-15 7,500.00$Each Manhole, 72 Inch Diameter SS-17 8,500.00$Each Manhole, 96 Inch Diameter SS-19 14,000.00$Each Pipe, C-900, 12 Inch Diameter SS-21 180.00$LF Outside Drop SS-24 1,500.00$LS Inside Drop SS-25 1,000.00$LS Sewer Pipe, PVC, ____ Inch Diameter SS-26Lift Station (Entire System)SS-27 LS SANITARY SEWER SUBTOTAL: SALES TAX @ 10% SANITARY SEWER TOTAL: (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR SANITARY SEWER Quantity Remaining (Bond Reduction)(B)(C) Page 12 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.e SANITARY SEWER Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 7/30/2021 Planning Division |1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200 Date: Name:Project Name: PE Registration No:CED Plan # (LUA): Firm Name:CED Permit # (U): Firm Address:Site Address: Phone No.Parcel #(s): Email Address:Project Phase: Site Restoration/Erosion Sediment Control Subtotal (a) Existing Right-of-Way Improvements Subtotal (b)(b)-$ Future Public Improvements Subtotal (c)-$ Stormwater & Drainage Facilities(Public & Private) Subtotal (d)(d)16,369.10$ (e) (f) Site Restoration Civil Construction Permit Maintenance Bond 3,273.82$ Bond Reduction 2 Construction Permit Bond Amount 3 Minimum Bond Amount is $10,000.00 1Estimate Only - May involve multiple and variable components, which will be established on an individual basis by Development Engineering. 2 The City of Renton allows one request only for bond reduction prior to the maintenance period. Reduction of not more than 70% of the original bond amount, provided that the remaining 30% will cover all remaining items to be constructed. 3 Required Bond Amounts are subject to review and modification by Development Engineering. * Note: The word BOND as used in this document means any financial guarantee acceptable to the City of Renton. ** Note: All prices include labor, equipment, materials, overhead and profit. EST1 ((b) + (c) + (d)) x 20% -$ MAINTENANCE BOND */** (after final acceptance of construction) 3,840.65$ -$ 16,369.10$ 3,840.65$ -$ 16,369.10$ -$ 20,209.75$ P (a) x 100% SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS 7/30/2021 Brandon Alley 56606 Galloway & Company, Inc. R ((b x 150%) + (d x 100%)) S (e) x 150% + (f) x 100% Bond Reduction: Existing Right-of-Way Improvements (Quantity Remaining)2 Bond Reduction: Stormwater & Drainage Facilities (Quantity Remaining)2 T (P +R - S) Prepared by:Project Information CONSTRUCTION BOND AMOUNT */** (prior to permit issuance) 303-770-8884 BrandonAlley@gallowayus.com Walmart Store #2516 Pickup Expansion 743 Rainier Ave. S 1923059048 FOR APPROVAL 6162 S. Willow Drive, Suite 320 Page 13 of 13 Ref 8-H Bond Quantity Worksheet SECTION III. BOND WORKSHEET Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 7/30/2021 08/02/2021