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Home My WebLink AboutTIR-4324 New Life Church – Office Addition 15711 152nd Avenue SE Renton, Washington, 98058 Final Technical Information Report 6814 Greenwood Avenue N Seattle, WA 98103 T 206.522.9510 www.pacland.com Prepared By: Willis Liu Reviewed By: Jeff Chambers, P.E. Prepared: June 2023 Revised: January 2025 SURFACE WATER UTILITY JFarah 03/11/2025 DEVELOPMENT ENGINEERING yqi 03/18/2025 New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 1 Section Page EXECUTIVE SUMMARY ........................................................................................................................................... 2 SECTION 1 - PROJECT OVERVIEW ........................................................................................................................... 4 TECHNICAL INFORMATION REPORT (TIR) WORKSHEET .......................................................................................................... 4 SITE LOCATION ............................................................................................................................................................ 10 DRAINAGE BASINS, SUBBASINS, AND SITE CHARACTERISTICS ................................................................................................ 11 SOILS ......................................................................................................................................................................... 12 SECTION 2 - CONDITIONS AND REQUIREMENTS SUMMARY ................................................................................ 16 SECTION 3 - OFF-SITE ANALYSIS ........................................................................................................................... 20 SECTION 4 - FLOW CONTROL, LID AND WATER QUALITY FACILITY ANALYSIS AND DESIGN .................................. 21 FLOW CONTROL .......................................................................................................................................................... 21 WATER QUALITY.......................................................................................................................................................... 21 ON-SITE STORMWATER BMPS ....................................................................................................................................... 22 SECTION 5 - CONVEYANCE SYSTEM ANALYSIS AND DESIGN ................................................................................. 24 CONVEYANCE .............................................................................................................................................................. 24 SECTION 6 - SPECIAL REPORTS AND STUDIES ....................................................................................................... 26 SECTION 7 - OTHER PERMITS ............................................................................................................................... 27 SECTION 8 - CSWPPP ANALYSIS AND DESIGN ....................................................................................................... 28 SECTION 9 - BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT ............................... 30 SECTION 10 - OPERATIONS AND MAINTENANCE MANUAL .................................................................................. 31 APPENDICES: A – EXHIBITS B – PLANS C – GEOTECHNICAL REPORT, PREPARED BY AES, DATED 9/15/22 D – TIR, PREPARED BY BARGHAUSEN ENGINEERING, DATED 5/4/09 E – BOND QUANITY WORKSHEET Table of Contents New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 2 The project property is located at 15711 152nd Ave SE in Renton, Washington. The site is bordered by Maple Valley Highway (SR 169) to the north, 152nd Ave SE to the northeast, housing subdivision to the east, undeveloped forest to the south and southwest, and a housing subdivision to the northwest. The project site is currently developed with a 54,320 square foot Church, a 36,000 square foot Church Auditorium added in 2010 (total 90,320 square feet of church use), a 38,680 square foot Private School serving children from kindergarten – 8th grade, children outdoor play areas, and a multi-purpose playfield with associated parking, drive aisles, landscaping, and supporting utility infrastructure on the 56-acre site. The project is to construct a new approximately 6,400 square foot office building at the north side of the existing parking lot, along with associated parking, sidewalks, landscaping, and utilities. Additionally, frontage improvements along SR-169 will be required and include undergrounding of the existing overhead utility infrastructure, rerouting the existing sidewalk to provide a 6’ planting buffer between the curb and sidewalk, and replacement of the curb ramps (SE and SW quadrant) at the intersection of SR-169 and 152nd Ave SE. Access to the site will remain unchanged. The project site lies within the Lower Cedar River Basin and Madsen Creek sub basin. The property is split-zoned with R-14 (Residential 14 DU/acre) zone located on the northern portion of the property and the RC (Resource Conservation) zone on the southern portion of the property. Design Criteria: The City of Renton has adopted the 2022 Renton Surface Water Design Manual (RSWDM) for the design of stormwater facilities. Per the requirements of the RSWDM this project is subject to Full Drainage Review, which include all 9 Core Requirements and 6 Special Requirements. Table 1 Jurisdictional Requirements Peak Runoff Control: Flow Control Duration Standard Matching Forested Site Conditions. • Matching durations from 50% of 2-year flow up to full 50-year events, and peak flow rates for the 2-year and 10-year runoff events Water Quality: Enhanced Basic WQ Treatment • Preceding detention – 72% of the 2-year peak flow rate • Downstream of detention – full 2- year release rate On-Site BMPs: Application of BMPs to the maximum extent feasible Executive Summary New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 3 Proposed Drainage System: The proposed office building will interrupt existing drainage patterns in the parking lot. Therefore, new catch basins and storm drainage piping will be required to collect and convey stormwater around the building to the existing storm drainage system. Given the limited scope of the frontage improvements, no additional associated stormwater improvements will be constructed apart from placing amended soils in the disturbed landscape areas per RSWDM Appendix C, Section C.2.13. New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 4 Technical Information Report (TIR) Worksheet Section 1 - Project Overview New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 5 New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 6 New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 7 New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 8 New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 9 New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 10 Site Location Figure 2 - Site Location Location: 15711 152ND Ave SE, Renton, WA 98058 Section/Township/Range: Portion of the SW ¼ of Section 23, Township 23 N, Range 05 E Parcel/Tax Lot(s): 23223059021 Size: 55.1 acres (2,401,898 sf) City, County, State: Renton, King County, Washington Governing Agency: City of Renton Design Criteria: 2022 City of Renton Surface Water Design Manual (RSWDM) FEMA Flood Map: Map Number 53033C0984G, dated August 19, 2020. A portion of the site lies within the Special Flood Hazard Area (Zone A – No base flood elevations determined) New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 11 Drainage Basins, Subbasins, and Site Characteristics Drainage Basin The project site lies within the Cedar River Basin and Madsen Creek sub basin. Existing Sub-basins The existing site consists of 21 separate sub-basins tributary to respective catch basins all of which collect and convey stormwater to the existing stormwater pond located at the northwest corner of the property. For more detailed information see the Technical Information Report prepared by Barghausen Consulting Engineers dated May 4, 2009 included in this report as Appendix D. Proposed Sub-basins The existing site is to remain unchanged. Site Characteristics The project property is located at 15711 152nd Ave SE in Renton, Washington. The site is bordered by Maple Valley Highway (SR 169) to the north, 152nd Ave SE to the northeast, housing subdivision to the east, undeveloped forest to the south and southwest, and a housing subdivision to the northwest. The project site is currently developed with a 54,320 square foot Church, a 36,000 square foot Church Auditorium added in 2010 (total 90,320 square feet of church use), a 38,680 square foot Private School serving children from kindergarten – 8th grade, children outdoor play areas, and a multi-purpose playfield with associated parking, drive aisles, landscaping, and supporting utility infrastructure on the 56-acre site. The project is to construct a new approximately 6,400 square foot office building at the north side of the existing parking lot, along with associated parking, sidewalks, landscaping, and utilities. Additionally, frontage improvements along SR-169 will be required and include undergrounding of the existing overhead utility infrastructure, rerouting the existing sidewalk to provide a 6’ planting buffer between the curb and sidewalk, and replacement of the curb ramps (SE and SW quadrant) at the intersection of SR-169 and 152nd Ave SE. Access to the site will remain unchanged. New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 12 Soils Websoil Survey New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 13 New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 14 New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 15 Geotechnical Report A geotechnical feasibility study was prepared by Associated Earth Sciences, Inc. (AESI), dated September 15, 2022. Based on the report, three hand borings were advanced in the vicinity of the existing sidewalk within the right-of-way along Maple Valley Highway in efforts to determine BMP feasibility within the project area. Per the geotechnical report prepared by AESI, the following conclusions were presented: “In our opinion, based on data included in this report including site reconnaissance, research of design documents from previous projects onsite, subsurface exploration, and geologic interpretations, the soils underlying and adjacent to the existing sidewalk along the frontage to Maple Valley Highway at this site are comprised of non-select fill and are not a suitable receptor horizon for stormwater infiltration. Existing fill soils are not a suitable infiltration receptor based on random grain size and debris. The area of the planned frontage improvements is bounded on the north by an existing fill pad of unknown thickness for Maple Valley Highway, and to the south by existing fill related to the deep public stormwater line. Other limitations on infiltration include interpreted underlying low-permeability fine-grained Holocene alluvium and shallow depth to groundwater. Our previous explorations on portions of the site farther from the frontage to Maple Valley Highway encountered native alluvial sediments at relatively shallow depths that were observed to be seasonally saturated at near-surface elevations and wetland conditions exist in portions of the site bordering Madson Creek. We did not encounter any groundwater in our recent explorations; however, at the time of these explorations (August 18, 2022) groundwater was actively flowing in Madson Creek adjacent to the frontage to Maple Valley Highway, at an elevation approximately 5 feet below the ground surface elevation of our explorations. Our recent explorations were completed at a time of year when groundwater elevations are expected to be near their lowest seasonal elevations. Due to the observed shallow groundwater conditions and existing fill, shallow infiltration is not feasible, in our opinion, using conventional shallow infiltration strategies such as infiltration trenches, infiltrating bioretention areas, or permeable pavements. Full or basic dispersion stormwater BMPs as well as the use of soil amendments for post-construction soil quality and depth mitigation are, in our opinion, feasible from a geotechnical standpoint.” Please refer to Appendix C for the complete Geotechnical Report. New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 16 As required by the 2022 City of Renton Surface Water Design Manual (SWDM) this project is subject to a full drainage review. Therefore, the storm drainage design for this project is required to comply with all nine (9) Core Requirements, and six (6) Special Requirements. The requirements have been met as follows: Core Requirement #1: Discharge at Natural Location All surface and storm water runoff from a project must be discharged at the natural location so as not to be diverted onto or away from downstream properties. The manner in which runoff is discharged from the project site must not create a significant adverse impact to downhill properties or drainage facilities. Response: Runoff from the relocated sidewalk will sheet flow north into the new landscape strip adjacent to the curb line. Runoff in the parking lot near the proposed office building will be collected and re-routed around the building to the existing storm drainage system. All other disturbed areas remain unchanged. Core Requirement #2: Off-site Analysis All proposed projects must submit an offsite analysis report that assesses potential offsite drainage and water quality impacts associated with the development of the project site, and that proposes appropriate mitigation of those impacts. Response: Per the City Engineer, as this project is exempt from Core Requirement #3 (Flow Control) and Core Requirement #8 (Water Quality, and the project does not change the rate, volume, duration, or location of discharge to and from the project site, Core Requirement #2 is deemed exempt. Core Requirement #3: Flow Control All proposed projects, including redevelopment projects, must provide onsite flow control facilities to mitigate the impacts of storm and surface water runoff generated by new impervious surface, new pervious surface, and replaced impervious surface targeted for flow mitigation. Response: Per City of Renton SWDM, because the project will result in greater than 5,000 sf of new plus replaced impervious surface, flow control requirements have been evaluated. Refer to Section 4 for flow control. Core Requirement #4: Conveyance System All engineered conveyance system elements for proposed projects must be analyzed, designed, and constructed to provide a minimum level of protection against overtopping, flooding, erosion, and structural failure. Response: New conveyance is required to re-route drainage around the proposed office building and also to convey roof runoff to the existing drainage system. The proposed 12” pipes at minimum 1% slope are adequate to convey existing and new flows as needed. Refer to Section 5 for conveyance analysis. Section 2 - Conditions and Requirements Summary New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 17 Core Requirement #5: Erosion and Sediment Control All proposed projects that will clear, grade, or otherwise disturb the site must provide erosion and sediment controls to prevent, to the maximum extent practicable, the transport of sediment from the project site to downstream drainage facilities, water resources, and adjacent properties. Both temporary and permanent ESC measures shall be implemented. Response: Erosion and sediment control requirements will be an integral part of the project construction documents. These measures will include methods to reduce erosion of onsite site soils and to prevent sediments from inadvertently leaving the project site. Additionally, the ESC measures will prevent sediment-laden discharge from entering the existing stormwater water facilities. ESC plans and a CSWPP are included in the civil construction permit submittal. Core Requirement #6: Maintenance and Operations Maintenance and operation of all drainage facilities is the responsibility of the property owner, except those facilities for which the City of Renton assumes maintenance and operation, and must be maintained and operated in accordance with King County or other maintenance standards as approved by the City of Renton. Response: The Operations and Maintenance Manual prepared as part of the Church Additions in 2009 is applicable to this project and is included in this report – see Appendix D. Core Requirement #7: Financial Guarantees and Liability In accordance with RMC 4-6-030, CED shall require all persons constructing any surface water facilities (including flow control/water quality facilities, conveyance systems, erosion control, and road drainage), to post with the City of Renton a bond, assignment of funds or certified check. The applicant must also maintain liability insurance. Response: This Core Requirement will apply as conveyance systems are to be constructed as part of this project. A Performance Bond will be submitted per COR standards. Core Requirement #8: Water Quality All proposed projects, including redevelopment projects, must provide water quality (WQ) facilities to treat the runoff from those new and replaced pollution-generating impervious surfaces and new pollution-generating pervious surfaces targeted for treatment. Response: Per City of Renton SWDM, because the project will result in greater than 5,000 sf of new plus replaced impervious surface, water quality requirements have been evaluated. Refer to Section 4 for water quality. Core Requirement #9: On-Site BMPs All proposed projects, including redevelopment projects, must provide on-site BMPs to mitigate impacts of storm and surface water runoff generated by new impervious surface, new pervious surface, existing impervious surfaces, and replaced impervious surface targeted for mitigation as specified in the following sections. On-site BMPs must be selected and applied according to the basic requirements, procedures, and provisions detailed in this section and the design specifications for each BMP in Appendix C, Section C.2 or the RSWDM. New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 18 Response: On-site BMPs are required to be evaluated for this site. Per the City of Renton SWDM, Section 1.2.9.1, on-site BMPs must be applied if feasible as specified in the requirements. See Section 4 of this report for more details. Special Requirement #1: Other Adopted Area-Specific Requirements The City of Renton may apply requirements for controlling drainage on an area-specific basis. Potential other adopted area-specific requirements may include Master Drainage Plans, Basin Plans, Stormwater Compliance Plans, etc. Response: The project site does not lie within a mapped special requirement area or within a critical area. Special Requirement #2: Flood Hazard Area Delineation Threshold and Requirement: IF a proposed project contains or is adjacent to a flood hazard area for a river, stream, lake, wetland, closed depression, or if other City of Renton regulations require study of flood hazards related to the proposed project … THEN the 100-year floodplain, and applicable floodway, shall be determined and their boundaries, together with the boundaries of the severe and moderate channel migration hazard area (if applicable), shall be delineated on the site improvement plans and profiles, and on any final subdivision maps prepared for the proposed project. Response: The project site lies within the City of Renton Special Flood Hazard Area (determined by FEMA FIRM Panel 53033C098AG dated August 19, 2020) and is subject to the provisions of this requirement. However, the proposed improvements in this area are limited to underground utilities and the surface will be restored to existing grades/conditions. Special Requirement #3: Flood Protection Facilities Threshold and Requirement: IF a proposed project will: • Rely on an existing flood protection facility (such as a levee or revetment) for protection against hazards posed by erosion or inundation, OR • modify or construct a new or to modify an existing flood protection facility . . . THEN the applicant shall demonstrate that the flood protection facility, as determined by a licensed professional engineer, conforms with siting, structural stability, environmental, and all other relevant standards cited in the following regulations and documents: • Washington State Integrated Streambank Protection Guidelines, • Corps of Engineers Manual for Design and Construction of Levees (EM 1110-2-1913), • RMC 4-3-050 and • Special Requirement #1 (specifically the City Hazard Mitigation Plan) AND, flood containment levees shall meet or exceed the professional engineering standards summarized in FEMA National Flood Insurance mapping regulations (44 CFR, subsection 65.10) or FEMA’s Analysis and Mapping Procedures for non-Accredited Levee Systems. New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 19 Response: The proposed project will not rely on an existing flood protection facility or modify or construct a new flood protection facility. Special Requirement #4: Source Control Threshold and Requirement: IF a proposed project requires a commercial building or commercial site development permit … THEN water quality source controls applicable to the proposed project shall be applied as described below in accordance with the King County Stormwater Pollution Prevention Manual and Renton Municipal Code, Title IV. Response: Water quality source controls are to be implemented in accordance with the RSWDM and Renton Municipal Code IV as required. Special Requirement #5: Oil Control Threshold and Requirement: IF a proposed project: • Develops a site that will have high-use site characteristics, OR • Is a redevelopment project proposing $100,000 or more of improvements to an existing high-use site, OR • Is a redevelopment project that results in new plus replaced pollution generating impervious surfaces of 5,000 square feet or more or new pollution generating pervious surface of ¾ acre or more improvements to an existing high-use site … THEN the project must treat runoff from the high-use portion of the site using oil control treatment options from the High-Use menu in the RSWDM. Response: The proposed development does not meet the requirements for a high-use site. The redevelopment will result in a reduction of pollutant-generating impervious area, and will not require additional treatment for oil control. Special Requirement #6: Aquifer Protection Area If a proposed project is located within the Aquifer Protection Area as identified in the RMC 4-3-050, this special requirement requires the project to determine those components that are applicable and delineate them on the project’s site improvement plans. Response: The project is located within Aquifer Protection Area Zone 2. Since conveyance systems are to be constructed as part of this project, this requirement applies and must be reviewed. Per Section 1.3.6 of the RSWDM, if a proposed project is in Zone 2 of the APA, then the following may require a liner in accordance with the design criteria in Section 6.2.4: a) Facilities that allow runoff to have direct contact with the soil, such as flow control and water quality treatment ponds, stormwater wetlands, filter strips, and infiltration facilities. b) Open channel conveyance systems that are not concrete lined, such as ditches as swales. New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 20 Since the proposed conveyance system consists solely of underground storm drain pipe and storm structures, liners are not necessary or applicable to this project and will not be proposed. Upstream Analysis Due to the existing topography, minimal tributary area drains to the site where the proposed church office is located. Existing catch basins are located to the west, east and south of the proposed improvements that will continue capturing surface runoff. Existing perimeter curbing north of the proposed building prevents upstream run-on. Stormwater runoff within the ROW sheet flows to the curb and gutters where it is then collected within catch basins and conveyed via underground pipes. Downstream Analysis Per discussions with the City Engineer, this project is exempt from this requirement as it is already exempt from Core Requirements #3 (flow control) and #8 (water quality), and does not change the rate, volume, duration, or location of discharges to and from the project site. Section 3 - Off-Site Analysis New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 21 Target Impervious Surfaces Per the City of Renton SWDM, target impervious surface is defined as the portion of a site’s new and/or replaced impervious surface from which runoff impacts are required to be mitigated by a particular set of drainage requirements (flow control facility, water quality facility, and/or on-site BMP). For a redevelopment project, when the value of the proposed improvements is less than 50% of the assessed value of the existing site improvements, only new impervious surfaces (not replaced impervious surfaces) are classified as target impervious surfaces. Per information obtained from the King County Department of Assessments, the 2023 tax year appraised value of the improvements for the parcel (excluding land value) was $17,635,500. The estimated value of the proposed improvements is $3,733,000, which is approximately 21% of the assessed value of existing site improvements. Therefore, drainage requirements have only been applied to new impervious surfaces. Flow Control As discussed above, drainage requirements are only to be applied to new impervious surfaces. The proposed impervious surfaces are all replaced, and result in a reduction in both overall impervious areas and pollutant-generating impervious areas. As such, no flow control is required for the project impervious surfaces. See area summaries below in Tables 2-5. Water Quality As discussed above, drainage requirements are only to be applied to new impervious surfaces. The proposed impervious surfaces are all replaced, and result in a reduction in both overall impervious areas and pollutant-generating impervious areas. As such, no water quality is required for the project impervious surfaces. See area summaries below in Tables 2-5. Table 2 – Frontage Pre-Developed (Existing) Conditions Land Cover Area (sf) Landscape (NPGPS) 4,473 Sidewalk (NPGIS) 2,065 Pavement (PGIS) 130 Total 6,668 Table 3 – Frontage Developed (Proposed) Conditions Land Cover Area (sf) Landscape (NPGPS) 4,863 Sidewalk (NPGIS) 1,675 Pavement (PGIS) 130 Total 6,668 Section 4 - Flow Control, LID and Water Quality Facility Analysis New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 22 Table 4 – Office Pre-Developed (Existing) Conditions Land Cover Area (sf) Building (NPGIS) 0 Landscape (NPGPS) 1,427 Sidewalk (NPGIS) 0 Pavement (PGIS) 12,539 Total 13,966 Table 5 – Office Developed (Proposed) Conditions Land Cover Area (sf) Building (NPGIS) 3,490 Landscape (NPGPS) 3,588 Sidewalk (NPGIS) 1,491 Pavement (PGIS) 5,397 Total 13,966 On-Site Stormwater BMPs On-site BMPs are required to be evaluated for this site. Per the City of Renton SWDM, Section 1.2.9.1, on-site BMPs must be applied if feasible as specified in the requirements. The feasibility of on-site stormwater BMPs is evaluated below: Full Dispersion The proposed project site does not provide adequate means to satisfy the requirements for full dispersion as a native vegetative flow path of at least 100 feet is not available to utilize for full dispersion. The site topography and features within the site area also contribute to the infeasibility of utilizing full dispersion. Full Infiltration Per the Geotechnical Engineering Report prepared by Associated Earth Sciences, Inc, prepared on September 15, 2022, infiltration is not recommended for this project due to the limited infiltrative capacity of site soils and ground water levels. New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 23 Limited Infiltration Per the Geotechnical Engineering Report prepared by Associated Earth Sciences, Inc, prepared on September 15, 2022, infiltration is not recommended for this project due to the limited infiltrative capacity of site soils and ground water level. Bioretention Bioretention is not suitable per the Geotech’s recommendation that infiltration is not utilized for this project. Permeable Pavement Permeable pavement is not suitable per the Geotech’s recommendation that infiltration is not utilized for this project. Basic Dispersion Dispersion of stormwater runoff generated from the proposed project site is infeasible as the vegetative flow path segment dimensional requirements cannot be met due to site topography and surface features. Perforated Pipe Connection Perforated pipe connections for roof downspouts are not suitable per the Geotech’s recommendation that infiltration is not utilized for this project. Soil Amendments All areas subject to clearing and grading that are not covered by impervious surfaces shall have amended soils in accordance with RSWDM and City of Renton requirements. New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 24 Conveyance The existing 12” drainage pipe that is being modified under this project is sloped at 0.6%. Per the calculation below, the piping has a conveyance capacity of 3.22 cubic feet per second. Section 5 - Conveyance System Analysis and Design New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 25 The proposed drainage conveyance utilizes 12” piping sloped at 1.0%. Per the calculation below, the piping will have a conveyance capacity of 4.15 cubic feet per second, which is anticipated to be adequate to convey existing flows. New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 26 The following Special Reports and Studies were used or have been completed for this project: • Geotechnical Engineering Report - by Associated Earth Sciences, Inc, prepared on September 15, 2022 • FEMA Map Number 53033C0984G, dated August 19, 2020. Section 6 - Special Reports and Studies New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 27 The following governmental approvals or permits will likely be required for this project: • City of Renton Conditional Use Permit • City of Renton SEPA Determination • City of Renton Site Plan Review • City of Renton Building Permit • City of Renton Construction Permit • WSDOT review These permits will require approval by the City of Renton Planning Division or the Department of Ecology. Section 7 - Other Permits New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 28 All erosion and sediment control measures shall be governed by the requirements of the City of Renton and the Washington State Department of Ecology. A temporary erosion and sedimentation control plan will be prepared to assist the contractor in complying with these requirements. The Erosion and Sediment Control (ESC) plan is included with the construction plans. 1. Erosion Risk Assessment The degree of erosion risk on the proposed project site is minimal. Slope across the site is minimal. Runoff will not travel at high velocities across the site and, therefore, will not cause noticeable erosion impacts. 2. Construction Sequence and Procedure The proposed development will include an erosion/sedimentation control plan designed to prevent sediment-laden run-off from leaving the site during construction. The erosion potential of the site is influenced by four major factors: soil characteristics, vegetative cover, topography, and climate. Erosion/sedimentation control is achieved by a combination of structural measures, cover measures, and construction practices that are tailored to fit the specific site. Prior to the start of any grading activity upon the site, all erosion control measures, including stabilized construction entrances, shall be installed in accordance with the construction documents. The best construction practice will be employed to properly clear and grade the site and to schedule construction activities. The planned construction sequence for the construction of the site is as follows: 1. Attend a pre-construction meeting with the City of Renton. 2. Install temporary erosion control features. 3. Demolish existing structure(s). 4. Clear and grub site. 5. Install storm drainage and utilities. 6. Grade site. 7. Construct buildings. 8. Pave site and install landscaping. 9. Remove temporary erosion control features once site is fully stabilized. Section 8 - CSWPPP Analysis and Design New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 29 3. Trapping Sediment Structural control measures will be used to reduce erosion and retain sediment on the construction site. The control measures will be selected to fit specific site and seasonal conditions. The following structural items will be used to control erosion and sedimentation processes: • Stabilized construction entrances • Filter fabric fences • Catch Basin Inlet Sediment Protection • Proper Cover measures Weekly inspection of the erosion control measures will be required during construction. Any sediment buildup shall be removed and disposed of off-site. A stabilized construction entrance will not be necessary given the limited project scope and the area is primarily paved. In the event that mud is tracked off site, it shall be swept up and disposed of off site on a daily basis. Depending on the amount of tracked mud, a vehicle road sweeper may be required. Because vegetative cover is the most important form of erosion control, construction practices must adhere to stringent cover requirements. More specifically, the contractor will not be allowed to leave soils open for more than 14 days and, in some cases, immediate seeding will be required. 4. Wet Season TESC Operating Plan Work between October 1st and April 30th must adhere to the Wet Season Special Provisions noted in the 2022 RSWDM. New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 30 A Bond Quantity Worksheet has been prepared – see Appendix E. The only modifications proposed to the existing stormwater facilities include the installation of three new catch basin structures that will allow for the construction of the new building. As described in previous sections of this TIR, the proposed drainage conveyance utilizes 12” piping sloped at 1.0% to convey existing flows to the existing storm system. As such, all previously approved stormwater covenants for the overall parcel are applicable to this project as well. Section 9 - Bond Quantities, Facility Summaries, and Declaration of Covenant New Life Church Technical Information Report Renton, Washington PACLAND Project #10999001 Page 31 The Operations and Maintenance Manual prepared as part of the Church Additions in 2009 is applicable to this project and is included in this report – see Appendix D. Section 10 - Operations and Maintenance Manual New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 Appendix A – Exhibits New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 Appendix B – Plans New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 Appendix C – Geotechnical Engineering Report New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND 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#10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 Appendix D – TIR for 2009 Building Additions New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 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Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical 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Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical 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Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical 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Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical 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Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 New Life Church Technical Information Report Renton, Washington PACLAND Project #10507003 Appendix E – Bond Quantity Worksheet 1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200Date Prepared: Name:PE Registration No:Firm Name:Firm Address:Phone No.Email Address:Project Name: Project Owner:CED Plan # (LUA): Phone:CED Permit # (C):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:NOWater Service Provided by:If Yes, Provide Forest Practice Permit #:Sewer Service Provided by: SITE IMPROVEMENT BOND QUANTITY WORKSHEETPROJECT INFORMATIONCEDAR RIVER WATER AND SEWERCEDAR RIVER WATER AND SEWEREngineer Stamp Required (all cost estimates must have original wet stamp and signature)Clearing and Grading Utility ProvidersN/AProject Location and Description Project Owner InformationNew Life Church Office BuildingRenton, WA 98058232305-9021New Life Church (Contact: Cal Carpenter)LUA23-000330, ECF, CUP-H, SA-H, V-H (425) 226-08808/22/2024Prepared by:FOR APPROVALProject Phase 1jchambers@pacland.comJeff Chambers34375PACLAND6814 Greenwood Ave N, Seattle, WA 98103(206) 522-951015711 152nd Ave SE, Renton, WA 9805815711 152nd Ave SE152nd Ave SE & Maple Valley Highway-$ Abbreviated Legal Description:POR OF W 1/2 OF SW 1/4 LY S OF PACIFIC COAST RR R/W LESS POR WLY & NLY OF LN DAF-BEG ON SLY MGN OF SD R/W 399.95 FT ELY ,MEAS ALG SD R/W, FR W LN OF SUBD TH S 11-34-05 W 1060.23 FT TH N 77-09-00 W 139 FT TH S 12-15-00 W TO W LN OF SUBD LESS HWY #5 LESS RD SUBJ TO TRANS LN ESMTTotal Estimated Construction CostsEA + B + C + D209,902.00$ Estimated Civil Construction Permit - Construction Costs2Stormwater (Drainage)C39,128.93$ As outlined in City Ordinance No. 4345, 50% of the plan review and inspection fees are to be paid at Permit Submittal. The balance is due at Permit Issuance. Significant changes or additional review cycles (beyond 3 cycles) during the review process may result in adjustments to the final review fees.Roadway (Erosion Control + Transportation)D170,773.08$ WaterA-$ Wastewater (Sanitary Sewer)BPage 2 of 15Ref 8-H Bond Quantity WorksheetSECTION I PROJECT INFORMATIONVersion 4/1/2024Printed 8/23/2024 10.3%2 All prices include labor, equipment, materials, overhead, profit, and taxes. City of Renton Sales Tax is:1 Select 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 SubmittalPage 3 of 15Ref 8-H Bond Quantity WorksheetSECTION I PROJECT INFORMATIONVersion 4/1/2024Printed 8/23/2024 CED Permit #:UnitReference #PriceUnitQuantity CostBackfill & compaction-embankmentESC-17.50$ CY Check dams, 4" minus rockESC-2SWDM 5.4.6.390.00$ Each Catch Basin ProtectionESC-3145.00$ Each Crushed surfacing 1 1/4" minusESC-4WSDOT 9-03.9(3)110.00$ CY242,640.00DitchingESC-510.50$ CY Excavation-bulkESC-62.30$ CY Fence, siltESC-7SWDM 5.4.3.15.00$ LF6613,305.00Fence, Temporary (NGPE)ESC-81.75$ LF36006,300.00Geotextile FabricESC-93.00$ SY Hay Bale Silt TrapESC-100.60$ Each HydroseedingESC-11SWDM 5.4.2.40.90$ SY Interceptor Swale / DikeESC-121.15$ LF Jute MeshESC-13SWDM 5.4.2.24.00$ SY Level SpreaderESC-142.00$ LF Mulch, by hand, straw, 3" deepESC-15SWDM 5.4.2.12.90$ SY Mulch, by machine, straw, 2" deepESC-16SWDM 5.4.2.12.30$ SY Piping, temporary, CPP, 6"ESC-1713.75$ LF Piping, temporary, CPP, 8"ESC-1816.00$ LF Piping, temporary, CPP, 12"ESC-1920.50$ LF Plastic covering, 6mm thick, sandbaggedESC-20SWDM 5.4.2.34.60$ SY Rip Rap, machine placed; slopesESC-21WSDOT 9-13.1(2)51.00$ CY Rock Construction Entrance, 50'x15'x1'ESC-22SWDM 5.4.4.12,050.00$ Each12,050.00Rock Construction Entrance, 100'x15'x1'ESC-23SWDM 5.4.4.13,675.00$ Each Sediment pond riser assemblyESC-24SWDM 5.4.5.22,525.00$ Each Sediment trap, 5' high berm ESC-25SWDM 5.4.5.122.00$ LF Sed. trap, 5' high, riprapped spillway berm section ESC-26SWDM 5.4.5.180.00$ LF Seeding, by handESC-27SWDM 5.4.2.41.15$ SY Sodding, 1" deep, level groundESC-28SWDM 5.4.2.59.20$ SY Sodding, 1" deep, sloped groundESC-29SWDM 5.4.2.511.50$ SY TESC SupervisorESC-30125.00$ HR Water truck, dust controlESC-31SWDM 5.4.7160.00$ HR UnitReference #PriceUnitQuantity Cost EROSION/SEDIMENT SUBTOTAL:14,295.00SALES TAX @ 10.3%1,472.39EROSION/SEDIMENT TOTAL:15,767.39(A)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR EROSION & SEDIMENT CONTROLDescription No.(A)WRITE-IN-ITEMS Page 4 of 15Ref 8-H Bond Quantity WorksheetSECTION II.a EROSION_CONTROLVersion: 4/01/2024Printed 8/23/2024 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostGENERAL ITEMS Backfill & Compaction- embankmentGI-17.00$ CYBackfill & Compaction- trenchGI-210.25$ CYClear/Remove Brush, by hand (SY)GI-31.15$ SYBollards - fixedGI-4275.00$ EachBollards - removableGI-5520.00$ EachClearing/Grubbing/Tree RemovalGI-611,475.00$ Acre0.182,065.50Excavation - bulkGI-72.30$ CYExcavation - TrenchGI-85.75$ CYFencing, cedar, 6' highGI-923.00$ LFFencing, chain link, 4'GI-1044.00$ LFFencing, chain link, vinyl coated, 6' highGI-1123.00$ LFFencing, chain link, gate, vinyl coated, 20' GI-121,600.00$ EachFill & compact - common barrowGI-1328.75$ CYFill & compact - gravel baseGI-1431.00$ CYFill & compact - screened topsoilGI-1544.75$ CYGabion, 12" deep, stone filled mesh GI-1674.50$ SYGabion, 18" deep, stone filled mesh GI-17103.25$ SYGabion, 36" deep, stone filled meshGI-18172.00$ SYGrading, fine, by handGI-192.90$ SYGrading, fine, with graderGI-202.30$ SYMonuments, 3' LongGI-211,025.00$ EachSensitive Areas SignGI-228.00$ EachSodding, 1" deep, sloped groundGI-239.25$ SYSurveying, line & gradeGI-24975.00$ DaySurveying, lot location/linesGI-252,050.00$ AcreTopsoil Type A (imported)GI-2632.75$ CYTraffic control crew ( 2 flaggers )GI-27137.75$ HRTrail, 4" chipped woodGI-289.15$ SYTrail, 4" crushed cinderGI-2910.25$ SYTrail, 4" top courseGI-3013.75$ SYConduit, 2"GI-315.75$ LFWall, retaining, concreteGI-3263.00$ SFWall, rockeryGI-3317.25$ SFSUBTOTAL THIS PAGE:2,065.50(B)(C)(D)(E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B)(C)Page 5 of 15Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONVersion: 4/1/2024Printed 8/23/2024 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B)(C)ROAD IMPROVEMENT/PAVEMENT/SURFACINGAC Grinding, 4' wide machine < 1000syRI-134.50$ SYAC Grinding, 4' wide machine 1000-2000syRI-218.25$ SYAC Grinding, 4' wide machine > 2000syRI-311.50$ SYAC Removal/DisposalRI-440.00$ SYBarricade, Type III ( Permanent )RI-564.25$ LFGuard RailRI-634.50$ LFCurb & Gutter, rolledRI-719.50$ LFCurb & Gutter, verticalRI-814.25$ LF68969.0063897.75Curb and Gutter, demolition and disposalRI-920.50$ LF1663,403.0060512,402.50Curb, extruded asphaltRI-106.25$ LFCurb, extruded concreteRI-118.00$ LF5164,128.00Sawcut, asphalt, 3" depthRI-123.00$ LF267801.0029888,964.00Sawcut, concrete, per 1" depthRI-135.00$ LF152760.00Sealant, asphaltRI-142.25$ LFShoulder, gravel, 4" thickRI-1517.25$ SYSidewalk, 4" thickRI-1643.50$ SY2169,396.001667,221.00Sidewalk, 4" thick, demolition and disposalRI-1737.00$ SY2459,065.00Sidewalk, 5" thickRI-1847.00$ SYSidewalk, 5" thick, demolition and disposalRI-1946.00$ SYSign, Handicap RI-2097.00$ Each2194.00Striping, per stallRI-218.00$ Each864.00Striping, thermoplastic, ( for crosswalk )RI-223.50$ SFStriping, 4" reflectorized lineRI-230.55$ LFAdditional 2.5" Crushed SurfacingRI-244.15$ SYHMA 1/2" Overlay 1.5" RI-2516.00$ SYHMA 1/2" Overlay 2"RI-2620.75$ SY1152,386.25HMA Road, 2", 4" rock, First 2500 SYRI-2732.25$ SYHMA Road, 2", 4" rock, Qty. over 2500SYRI-2824.00$ SYHMA Road, 4", 6" rock, First 2500 SYRI-2951.75$ SY482,484.00HMA Road, 4", 6" rock, Qty. over 2500 SYRI-3042.50$ SYHMA Road, 4", 4.5" ATBRI-3143.50$ SYGravel Road, 4" rock, First 2500 SYRI-3217.25$ SYGravel Road, 4" rock, Qty. over 2500 SYRI-3311.50$ SYThickened EdgeRI-3410.00$ LFSUBTOTAL THIS PAGE:29,264.2533,871.25(B)(C)(D)(E)Page 6 of 15Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONVersion: 4/1/2024Printed 8/23/2024 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B)(C)PARKING LOT SURFACINGNo.2" AC, 2" top course rock & 4" borrowPL-124.00$ SY118328,392.002" AC, 1.5" top course & 2.5" base coursePL-232.00$ SY4" select borrowPL-35.75$ SY1.5" top course rock & 2.5" base coursePL-416.00$ SYSUBTOTAL PARKING LOT SURFACING:28,392.00(B)(C)(D)(E)LANDSCAPING & VEGETATIONNo.Street TreesLA-1726.00$ Each53,630.0042,904.00Median LandscapingLA-2Right-of-Way LandscapingLA-345.50$ SY67530,712.50Wetland LandscapingLA-445.50$ SY2139,691.50SUBTOTAL LANDSCAPING & VEGETATION:44,034.002,904.00(B)(C)(D)(E)TRAFFIC & LIGHTINGNo.SignsTR-1Street Light System ( # of Poles)TR-2Traffic SignalTR-3Traffic Signal ModificationTR-4SUBTOTAL TRAFFIC & LIGHTING:(B)(C)(D)(E)WRITE-IN-ITEMSSUBTOTAL WRITE-IN ITEMS:STREET AND SITE IMPROVEMENTS SUBTOTAL:75,363.7565,167.25SALES TAX @ 10.3%7,762.476,712.23STREET AND SITE IMPROVEMENTS TOTAL:83,126.2271,879.48(B)(C)(D)(E)Page 7 of 15Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONVersion: 4/1/2024Printed 8/23/2024 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostDRAINAGE (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/DD-130.00$ SY* (CBs include frame and lid)BeehiveD-2103.00$ EachThrough-curb Inlet FrameworkD-3460.00$ EachCB Type ID-41,725.00$ EachCB Type ILD-52,000.00$ EachCB Type II, 48" diameterD-63,500.00$ Each414,000.00 for additional depth over 4' D-7550.00$ FTCB Type II, 54" diameterD-84,075.00$ Each for additional depth over 4'D-9570.00$ FTCB Type II, 60" diameterD-104,225.00$ Each for additional depth over 4'D-11690.00$ FTCB Type II, 72" diameterD-126,900.00$ Each for additional depth over 4'D-13975.00$ FTCB Type II, 96" diameterD-1416,000.00$ Each for additional depth over 4'D-151,050.00$ FTTrash Rack, 12"D-16400.00$ EachTrash Rack, 15"D-17470.00$ EachTrash Rack, 18"D-18550.00$ EachTrash Rack, 21"D-19630.00$ EachCleanout, PVC, 4"D-20170.00$ EachCleanout, PVC, 6"D-21195.00$ Each5975.00Cleanout, PVC, 8"D-22230.00$ EachCulvert, PVC, 4" D-2311.50$ LFCulvert, PVC, 6" D-2415.00$ LFCulvert, PVC, 8" D-2517.00$ LFCulvert, PVC, 12" D-2626.00$ LFCulvert, PVC, 15" D-2740.00$ LFCulvert, PVC, 18" D-2847.00$ LFCulvert, PVC, 24"D-2965.00$ LFCulvert, PVC, 30" D-3090.00$ LFCulvert, PVC, 36" D-31150.00$ LFCulvert, CMP, 8"D-3222.00$ LFCulvert, CMP, 12"D-3333.00$ LFSUBTOTAL THIS PAGE:14,975.00(B)(C)(D)(E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESQuantity Remaining (Bond Reduction) (B)(C)Page 8 of 15Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEVersion: 4/1/2024Printed 8/23/2024 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESQuantity Remaining (Bond Reduction) (B)(C)DRAINAGE (Continued)Culvert, CMP, 15"D-3440.00$ LFCulvert, CMP, 18"D-3547.00$ LFCulvert, CMP, 24"D-3664.00$ LFCulvert, CMP, 30"D-3790.00$ LFCulvert, CMP, 36"D-38150.00$ LFCulvert, CMP, 48"D-39218.00$ LFCulvert, CMP, 60"D-40310.00$ LFCulvert, CMP, 72"D-41400.00$ LFCulvert, Concrete, 8"D-4248.00$ LFCulvert, Concrete, 12"D-4355.00$ LFCulvert, Concrete, 15"D-4489.00$ LFCulvert, Concrete, 18"D-45100.00$ LFCulvert, Concrete, 24"D-46120.00$ LFCulvert, Concrete, 30"D-47145.00$ LFCulvert, Concrete, 36"D-48175.00$ LFCulvert, Concrete, 42"D-49200.00$ LFCulvert, Concrete, 48"D-50235.00$ LFCulvert, CPE Triple Wall, 6" D-5116.00$ LFCulvert, CPE Triple Wall, 8" D-5218.00$ LFCulvert, CPE Triple Wall, 12" D-5327.00$ LFCulvert, CPE Triple Wall, 15" D-5440.00$ LFCulvert, CPE Triple Wall, 18" D-5547.00$ LFCulvert, CPE Triple Wall, 24" D-5664.00$ LFCulvert, CPE Triple Wall, 30" D-5790.00$ LFCulvert, CPE Triple Wall, 36" D-58149.00$ LFCulvert, LCPE, 6"D-5969.00$ LFCulvert, LCPE, 8"D-6083.00$ LFCulvert, LCPE, 12"D-6196.00$ LFCulvert, LCPE, 15"D-62110.00$ LFCulvert, LCPE, 18"D-63124.00$ LFCulvert, LCPE, 24"D-64138.00$ LFCulvert, LCPE, 30"D-65151.00$ LFCulvert, LCPE, 36"D-66165.00$ LFCulvert, LCPE, 48"D-67179.00$ LFCulvert, LCPE, 54"D-68193.00$ LFSUBTOTAL THIS PAGE:(B)(C)(D)(E)Page 9 of 15Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEVersion: 4/1/2024Printed 8/23/2024 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESQuantity Remaining (Bond Reduction) (B)(C)DRAINAGE (Continued)Culvert, LCPE, 60"D-69206.00$ LFCulvert, LCPE, 72"D-70220.00$ LFCulvert, HDPE, 6"D-7148.00$ LFCulvert, HDPE, 8"D-7260.00$ LFCulvert, HDPE, 12"D-7385.00$ LFCulvert, HDPE, 15"D-74122.00$ LFCulvert, HDPE, 18"D-75158.00$ LFCulvert, HDPE, 24"D-76254.00$ LFCulvert, HDPE, 30"D-77317.00$ LFCulvert, HDPE, 36"D-78380.00$ LFCulvert, HDPE, 48"D-79443.00$ LFCulvert, HDPE, 54"D-80506.00$ LFCulvert, HDPE, 60"D-81570.00$ LFCulvert, HDPE, 72"D-82632.00$ LFPipe, Polypropylene, 6"D-8396.00$ LFPipe, Polypropylene, 8"D-84100.00$ LFPipe, Polypropylene, 12"D-85100.00$ LF20520,500.00Pipe, Polypropylene, 15"D-86103.00$ LFPipe, Polypropylene, 18"D-87106.00$ LFPipe, Polypropylene, 24"D-88119.00$ LFPipe, Polypropylene, 30"D-89136.00$ LFPipe, Polypropylene, 36"D-90185.00$ LFPipe, Polypropylene, 48"D-91260.00$ LFPipe, Polypropylene, 54"D-92381.00$ LFPipe, Polypropylene, 60"D-93504.00$ LFPipe, Polypropylene, 72"D-94625.00$ LFCulvert, DI, 6"D-9570.00$ LFCulvert, DI, 8"D-96101.00$ LFCulvert, DI, 12"D-97121.00$ LFCulvert, DI, 15"D-98148.00$ LFCulvert, DI, 18"D-99175.00$ LFCulvert, DI, 24"D-100200.00$ LFCulvert, DI, 30"D-101227.00$ LFCulvert, DI, 36"D-102252.00$ LFCulvert, DI, 48"D-103279.00$ LFCulvert, DI, 54"D-104305.00$ LFCulvert, DI, 60"D-105331.00$ LFCulvert, DI, 72"D-106357.00$ LFSUBTOTAL THIS PAGE:20,500.00(B)(C)(D)(E)Page 10 of 15Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEVersion: 4/1/2024Printed 8/23/2024 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESQuantity Remaining (Bond Reduction) (B)(C)Specialty Drainage ItemsDitching SD-110.90$ CYFlow Dispersal Trench (1,436 base+)SD-332.00$ LF French Drain (3' depth)SD-430.00$ LFGeotextile, laid in trench, polypropyleneSD-53.40$ SYMid-tank Access Riser, 48" dia, 6' deepSD-62,300.00$ EachPond Overflow SpillwaySD-718.25$ SYRestrictor/Oil Separator, 12"SD-81,320.00$ EachRestrictor/Oil Separator, 15"SD-91,550.00$ EachRestrictor/Oil Separator, 18"SD-101,950.00$ EachRiprap, placedSD-1148.20$ CYTank End Reducer (36" diameter)SD-121,375.00$ EachInfiltration pond testingSD-13143.00$ HRPermeable PavementSD-14Permeable Concrete SidewalkSD-15Culvert, Box __ ft x __ ftSD-16SUBTOTAL SPECIALTY DRAINAGE ITEMS:(B)(C)(D)(E)STORMWATER FACILITIES (Include Flow Control and Water Quality Facility Summary Sheet and Sketch)Detention PondSF-1Each Detention TankSF-2Each Detention VaultSF-3Each Infiltration PondSF-4Each Infiltration TankSF-5Each Infiltration VaultSF-6Each Infiltration TrenchesSF-7Each Basic Biofiltration SwaleSF-8Each Wet Biofiltration SwaleSF-9Each WetpondSF-10Each WetvaultSF-11Each Sand FilterSF-12Each Sand Filter VaultSF-13Each Linear Sand FilterSF-14Each Proprietary FacilitySF-15Each Bioretention FacilitySF-16Each SUBTOTAL STORMWATER FACILITIES:(B)(C)(D)(E)Page 11 of 15Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEVersion: 4/1/2024Printed 8/23/2024 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESQuantity Remaining (Bond Reduction) (B)(C)WRITE-IN-ITEMS (INCLUDE ON-SITE BMPs)WI-1WI-2WI-3WI-4WI-5WI-6WI-7WI-8WI-9WI-10WI-11WI-12WI-13WI-14WI-15SUBTOTAL WRITE-IN ITEMS:DRAINAGE AND STORMWATER FACILITIES SUBTOTAL:35,475.00SALES TAX @ 10.3%3,653.93DRAINAGE AND STORMWATER FACILITIES TOTAL:39,128.93(B) (C) (D) (E)Page 12 of 15Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEVersion: 4/1/2024Printed 8/23/2024 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostConnection to Existing WatermainW-13,400.00$ EachDuctile Iron Watermain, CL 52, 4 Inch DiameterW-258.00$ LFDuctile Iron Watermain, CL 52, 6 Inch DiameterW-365.00$ LFDuctile Iron Watermain, CL 52, 8 Inch DiameterW-475.00$ LFDuctile Iron Watermain, CL 52, 10 Inch DiameterW-580.00$ LFDuctile Iron Watermain, CL 52, 12 Inch DiameterW-6145.00$ LFGate Valve, 4 inch DiameterW-71,225.00$ EachGate Valve, 6 inch DiameterW-81,350.00$ EachGate Valve, 8 Inch DiameterW-91,550.00$ EachGate Valve, 10 Inch DiameterW-102,100.00$ EachGate Valve, 12 Inch DiameterW-112,500.00$ EachFire Hydrant AssemblyW-125,000.00$ EachPermanent Blow-Off AssemblyW-131,950.00$ EachAir-Vac Assembly, 2-Inch DiameterW-143,050.00$ EachAir-Vac Assembly, 1-Inch DiameterW-151,725.00$ EachCompound Meter Assembly 3-inch DiameterW-169,200.00$ EachCompound Meter Assembly 4-inch DiameterW-1710,500.00$ EachCompound Meter Assembly 6-inch DiameterW-1811,500.00$ EachPressure Reducing Valve Station 8-inch to 10-inchW-1923,000.00$ EachWATER SUBTOTAL:SALES TAX @ 10.3%WATER TOTAL:(B) (C) (D) (E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR WATERQuantity Remaining (Bond Reduction) (B)(C)Page 13 of 15Ref 8-H Bond Quantity WorksheetSECTION II.d WATERVersion: 4/1/2024Printed 8/23/2024 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostClean OutsSS-11,150.00$ EachGrease Interceptor, 500 gallonSS-29,200.00$ EachGrease Interceptor, 1000 gallonSS-311,500.00$ EachGrease Interceptor, 1500 gallonSS-417,200.00$ EachSide Sewer Pipe, PVC. 4 Inch DiameterSS-592.00$ LFSide Sewer Pipe, PVC. 6 Inch DiameterSS-6110.00$ LFSewer Pipe, PVC, 8 inch DiameterSS-7120.00$ LFSewer Pipe, PVC, 12 Inch DiameterSS-8144.00$ LFSewer Pipe, DI, 8 inch DiameterSS-9130.00$ LFSewer Pipe, DI, 12 Inch DiameterSS-10150.00$ LFManhole, 48 Inch DiameterSS-116,900.00$ EachManhole, 54 Inch DiameterSS-136,800.00$ EachManhole, 60 Inch DiameterSS-157,600.00$ EachManhole, 72 Inch DiameterSS-1710,600.00$ EachManhole, 96 Inch DiameterSS-1916,000.00$ EachPipe, C-900, 12 Inch DiameterSS-21205.00$ LFOutside DropSS-241,700.00$ LSInside DropSS-251,150.00$ LSSewer Pipe, PVC, ____ Inch DiameterSS-26Lift Station (Entire System)SS-27LSSANITARY SEWER SUBTOTAL:SALES TAX @ 10.3%SANITARY SEWER TOTAL:(B) (C) (D) (E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR SANITARY SEWERQuantity Remaining (Bond Reduction) (B)(C)Page 14 of 15Ref 8-H Bond Quantity WorksheetSECTION II.e SANITARY SEWERVersion: 4/1/2024Printed 8/23/2024 1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200Date:Name: Project Name: PE Registration No: CED Plan # (LUA):Firm Name:CED Permit # (C):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)83,126.22$ Future Public Improvements Subtotal (c)-$ Stormwater & Drainage Facilities (Public & Private) Subtotal(d) (d)39,128.93$ (e)(f)Site RestorationExisting Right-of-Way and Storm Drainage ImprovementsMaintenance Bond24,451.03$ Bond Reduction2Construction Permit Bond Amount 3Minimum Bond Amount is $10,000.001 Estimate Only - May involve multiple and variable components, which will be established on an individual basis by Development Engineering.2 The City of Renton allows one request only for bond reduction prior to the maintenance period. Reduction of not more than 70% of the original bond amount, provided that the remaining 30% willcover all remaining items to be constructed. 3 Required Bond Amounts are subject to review and modification by Development Engineering.* Note: The word BOND as used in this document means any financial guarantee acceptable to the City of Renton.** Note: All prices include labor, equipment, materials, overhead, profit, and taxes. (206) 522-9510jchambers@pacland.comNew Life Church Office BuildingLUA23-000330, ECF, CUP-H, SA-H, V-H15711 152nd Ave SE, Renton, WA 98058232305-9021FOR APPROVAL 6814 Greenwood Ave N, Seattle, WA 98103179,585.63$ P (a) x 100%SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS8/22/2024Jeff Chambers34375PACLANDR((b x 150%) + (d x 100%))S(e) x 150% + (f) x 100%Bond Reduction: Existing Right-of-Way Improvements (Quantity Remaining)2Bond Reduction: Stormwater & Drainage Facilities (Quantity Remaining)2T(P +R - S)Prepared by: Project InformationCONSTRUCTION BOND AMOUNT */**(prior to permit issuance)EST1((b) + (c) + (d)) x 20%-$ MAINTENANCE BOND */**(after final acceptance of construction)15,767.39$ 83,126.22$ 163,818.25$ 15,767.39$ -$ 39,128.93$ -$ Page 15 of 15Ref 8-H Bond Quantity WorksheetSECTION III. BOND WORKSHEETVersion: 4/1/2024Printed 8/23/2024