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Stormwater Technical Information Report For Full Drainage Review FOR The Stor‐House – Phase IV Renton, WA 98056 PARCEL NO. 162305‐9144 Developer: Gilroy Family LLC Project Manager: Lafe Hermansen Prepared by: Sheri Murata, P.E. First Submittal: October 23, 2017 Revised: January 12, 2018, March 20, 2018 Core No.: 17035 3/20/18 DEVELOPMENT ENGINEERING Justin Johnson 04/16/2018 SURFACE WATER UTILITY rstraka 04/16/2018 Core Design, Inc. THE STOR‐HOUSE ‐ PHASE IV i The Stor‐House – Phase IV Table of Contents 1 PROJECT OVERVIEW ..................................................................................................................... 1 Figure 1‐1: Vicinity Map ..................................................................................................... 1 2 CONDITIONS AND REQUIREMENTS SUMMARY ........................................................................... 4 2.1 Core Requirements ............................................................................................................... 5 2.1.1 Core Requirement #1: Discharge at the Natural Location ............................................ 5 2.1.2 Core Requirement #2: Offsite Analysis .......................................................................... 5 2.1.3 Core Requirement #3: Flow Control .............................................................................. 5 2.1.4 Core Requirement #4: Conveyance System .................................................................. 5 2.1.5 Core Requirements #5: Erosion and Sediment Control ................................................. 5 2.1.6 Core Requirement #6: Maintenance and Operations ................................................... 5 2.1.7 Core Requirement #7: Financial Guarantees and Liability ............................................ 5 2.1.8 Core Requirement #8: Water Quality ............................................................................ 5 2.1.9 Core Requirement #9: On‐Site BMPs ............................................................................. 6 2.2 Special Requirement #1: Other Adopted Area‐Specific Requirements ................................ 6 2.2.1 Master Drainage Plan .................................................................................................... 6 2.2.2 Basin Plans ..................................................................................................................... 6 2.2.3 Salmon Conservation Plans (SCPs) ................................................................................. 6 2.2.4 Lake Management Plans (LMPs) .................................................................................... 6 2.2.5 Hazard Mitigation Plan .................................................................................................. 6 2.2.6 Shared Facility Drainage Plans (SFDPs) .......................................................................... 6 2.3 Special Requirement #2: Floodplain / Floodway Delineation ............................................... 6 2.4 Special Requirement #3: Flood Protection Facilities ............................................................ 6 2.5 Special Requirement #4: Source Controls ............................................................................. 7 2.6 Special Requirement #5: Oil Control ..................................................................................... 7 2.7 Special Requirement #6: Aquifer Protection Area ................................................................ 7 3 OFFSITE ANALYSIS ......................................................................................................................... 8 3.1 Resource Review ................................................................................................................... 8 4 FLOW CONTROL AND WATER QUALITY DESIGN ........................................................................ 10 Core Design, Inc. THE STOR‐HOUSE ‐ PHASE IV ii 4.1 Targeted Surfaces................................................................................................................ 10 4.2 Water Quality Analysis ........................................................................................................ 12 5 CONVEYANCE SYSTEM ANALYSIS AND DESIGN .......................................................................... 14 6 SPECIAL REPORTS AND STUDIES ................................................................................................. 16 7 OTHER PERMITS .......................................................................................................................... 18 8 ESC ANALYSIS AND DESIGN ........................................................................................................ 20 9 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT ...................... 22 9.1 Bond Quantities .................................................................................................................. 22 9.2 Facility Summaries .............................................................................................................. 22 9.3 Declaration of Covenant ..................................................................................................... 22 10 OPERATIONS AND MAINTENANCE ........................................................................................... 24 Appendix A – Parcel & Basin Information Appendix B – Resource Review Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 1 1 PROJECT OVERVIEW The Stor‐House – Phase IV is a redevelopment of the existing Stor‐House self‐storage facility. The site is currently developed as a mini‐storage warehouse, known as The Stor‐House Self Storage. The total site development from previous project actions includes 23 buildings spanning over 7.66 acres and four parcels. The project site is located in the Lower Cedar River drainage basin, on the south side of NE 3rd Street, in between Edmonds Avenue NE and Jefferson Avenue NE in the City of Renton, King County. The project site address is 2829 NE 3rd Street. The site is bordered by multi‐family residential to the north, single family residential to the south and west, and light industrial to the east. Figure 1‐1: Vicinity Map The majority of the site is covered by existing impervious area, including roof, parking, and drive aisles. The on‐site stormwater runoff is collected through an underground conveyance system and directed north to an existing on‐site water quality and infiltration vault. This proposal is limited to one building within the Stor‐House Project (specifically Building E) located on parcel 162305‐9144. Building E is currently a single‐story warehouse style building, with a footprint of approximately 16,479 square feet. This project is proposing to remove the existing building and foundation, and build a new 56,835 square foot, 3‐story storage building (16,800 square foot footprint). The project meets the definition of a redevelopment project. However, the proposed improvements do not meet the definition of target surface. Therefore, no new flow control facilities are proposed for the project. Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 2 Existing utility connections will be re‐used. The project will be designed using the guidelines and requirements established in the 2017 City of Renton Surface Water Design Manual. Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 3 THIS PAGE INTENTIONALLY LEFT BLANK Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 4 2 CONDITIONS AND REQUIREMENTS SUMMARY The proposed project is classified as requiring “Full Drainage Review” per the 2017 City of Renton Surface Water Design Manual. Therefore, all nine core requirements and six special requirements will be addressed. Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 5 2.1 Core Requirements 2.1.1 Core Requirement #1: Discharge at the Natural Location The project will maintain the natural discharge location. 2.1.2 Core Requirement #2: Offsite Analysis This project is exempt from Core Requirement #2 per Section 1.2.2 of the 2017 City of Renton Surface Water Design Manual (SWDM), exemption #3. This project does not change the rate, volume, duration, or location of discharges to and from the project site. While this project is exempt from Core Requirement #2, resource maps located on the City’s website were reviewed for existing and potential problems. See Section 3 of this report. 2.1.3 Core Requirement #3: Flow Control The proposed improvements do not meet the definition of target surface. Therefore, no flow control mitigation is required. See Section 4 of this report for a detailed description of this analysis. 2.1.4 Core Requirement #4: Conveyance System The existing conveyance system and flow control facility is functioning properly, with no overtopping or flooding. No extension of the existing private conveyance system is proposed. No new impervious area, as described in Section 1.2.3.B of the SWDM, is proposed. Therefore, no conveyance system design is necessary. 2.1.5 Core Requirements #5: Erosion and Sediment Control Erosion and sediment control will be provided through catch basin protection, silt fencing and a construction access entrance. 2.1.6 Core Requirement #6: Maintenance and Operations The existing flow control facility is a private system and will continue to be privately maintained. No new flow control or BMP facilities are proposed. No Operation and Maintenance Manual is anticipated for this project. 2.1.7 Core Requirement #7: Financial Guarantees and Liability A bond quantity worksheet is not required, since there are no frontage improvements and utility extensions proposed. 2.1.8 Core Requirement #8: Water Quality This project will provide less than 5,000 square feet of pollution generating impervious surface and less than ¾ acre of new pollution generating pervious surface. Therefore, this project is exempt from Core Requirement #8 per Section 1.2.8, exemption #1 (Surface Area Exemption). Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 6 2.1.9 Core Requirement #9: On‐Site BMPs Per the 2017 City of Renton Surface Water Design Manual, Section 1.2.9.1.A, “Target surfaces for application of Core Requirement #9 (On‐Site BMPs) include new impervious surfaces, new pervious surfaces, and replaced impervious surfaces, not already mitigated with an approved on‐site BMP or flow control facility.” All existing impervious surface is currently mitigated through a previously approved, on‐site infiltration (flow control) facility. No new impervious or pervious surface is proposed with this project. All replaced impervious surface will continue to utilize the existing on‐site infiltration facility, and therefore does not meet the definition of a targeted surface. There are no targeted surfaces associated with this project, therefore no additional on‐site BMPs are provided. 2.2 Special Requirement #1: Other Adopted Area‐Specific Requirements 2.2.1 Master Drainage Plan Not applicable. 2.2.2 Basin Plans There are no basin plans for this project. 2.2.3 Salmon Conservation Plans (SCPs) There are no salmon conservation plan for this project. 2.2.4 Lake Management Plans (LMPs) Not applicable. 2.2.5 Hazard Mitigation Plan This project is not within a floodplain (see Effective FEMA Flood Insurance Rate Map included in Appendix B). Therefore, additional requirements from a Flood Hazard Reduction Plan do not apply. 2.2.6 Shared Facility Drainage Plans (SFDPs) Not applicable. 2.3 Special Requirement #2: Floodplain / Floodway Delineation This project is not within a floodplain (see Effective FEMA Flood Insurance Rate Map included in Appendix B). 2.4 Special Requirement #3: Flood Protection Facilities As this project is not located within a 100‐year floodplain there are no levees, revetments or berms within the project. Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 7 2.5 Special Requirement #4: Source Controls This project is a commercial building. Applicable water quality source controls will be applied in accordance to the King County Stormwater Pollution Prevention Manual and Renton Municipal Code Title IV. 2.6 Special Requirement #5: Oil Control This project is a commercial site. However, this requirement does not apply since the project site is not considered a high‐use site as defined in Chapter 1 of the 2017 City of Renton Surface Water Design Manual. 2.7 Special Requirement #6: Aquifer Protection Area This project is located in Aquifer Protection Area Zone 2. See City of Renton Sensitive Areas Map in Appendix B. Per Section 1.3.6 of the 2017 City of Renton Surface Water Design Manual, open facilities and infiltration facilities may require a liner. No new drainage facilities are proposed. It is uncertain whether the existing infiltration facility contains a liner. However, since the existing infiltration facility is functioning properly, installation of a liner at this point may compromise the effectiveness of the facility. Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 8 3 OFFSITE ANALYSIS This project is exempt from offsite analysis requirements (Core Requirement #2) per Section 1.2.2 of the 2017 City of Renton Surface Water Design Manual, exemption #3. This project does not change the rate, volume, duration, or location of discharges to and from the project site. While this project is exempt from Core Requirement #2, resource maps located on the City’s website were reviewed for existing and potential problems. The project is located in the Lower Cedar River Drainage Basin. All stormwater runoff will be collected, contained, and infiltrated within the overall Renton Stor‐House site. 3.1 Resource Review Resource maps located on the City’s website was reviewed for existing and potential problems. Basin Reconnaissance Summary Reports: No Basin Reconnaissance Summary Reports appear to be available for the area that is within one mile of this project site. FEMA Maps: This project is not within a FEMA flood zone (see City of Renton Effective FEMA Flood Insurance Rate Map included in Appendix B). Sensitive Areas Folio: Based on the City of Renton Sensitive Areas Maps, this project is not located in a coal mine hazard, erosion hazard, FEMA Flood Zone, landslide hazard, or steep slope area. The project is located within aquifer protection zone 2. See Appendix B for the above listed City of Renton Sensitive Areas Maps. Soils: Per the Geotechnical Report completed by Earth Consultants, Inc., it was determined that site soils consisted of medium dense to dense silty sand with gravel (Unified Classification SM). Groundwater seepage was not encountered in any test pits. Downstream Drainage Complaints: Drainage complaints were researched within the study area. King County lists two complaints located within a quarter mile. Both complaints are from the parcel directly east of the project site, which is located upstream. See the Drainage Complaint Exhibit in Appendix B. Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 9 THIS PAGE INTENTIONALLY LEFT BLANK Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 10 4 FLOW CONTROL AND WATER QUALITY DESIGN The proposed improvements do not meet the definition of a targeted surface, as described below. Therefore, no flow control and/or water quality treatment is required. 4.1 Targeted Surfaces Based on the City of Renton GIS Maps Information, the project site is located within the Flow Control Duration Standard Matching Forested Site Conditions. Per Section 1.2.3.1.B of the SWDM under Target Surfaces, facilities in Flow Control Duration Standard Areas must mitigate the runoff from the following target developed surfaces: 1. New impervious surface that is not fully dispersed. All impervious surfaces proposed with this project are considered replaced. Therefore, this criteria does not apply. 2. New pervious surface that is not fully dispersed. There is no new pervious surface proposed with this project. Therefore, this criteria does not apply. 3. Replaced impervious surface that is not fully dispersed on a non‐redevelopment project in which the total of new plus replaced impervious surface is 5,000 square feet or more OR new pervious surface is ¾ acre or more. This project is considered a redevelopment project. Therefore, this criteria does not apply. 4. Replaced impervious surface that is not fully dispersed on a transportation redevelopment project in which the total of new plus replaced impervious surface is 5,000 square feet or more and totals 50% or more of the existing impervious surface within the project limits. This is not a transportation redevelopment project. Therefore, this criteria does not apply. 5. Replaced impervious surface that is not fully dispersed, on a parcel redevelopment project in which the total of new plus replaced impervious surface is 5,000 square feet or more and whose valuation of proposed improvements (including interior improvements and excluding required mitigation improvements) exceeds 50% of the assessed value of the existing site improvements. New plus Replaced Impervious Surface: The total new plus replaced impervious surface is 17,132 square feet, which is more than 5,000 square feet. Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 11 Table 4‐2 Impervious Areas New Impervious Areas (SF): None 0 Total New Impervious Area 0 Replaced Impervious Areas (SF): Roof (Bldg E) 16,800 Asphalt 332 Total Replaced Impervious Area 17,132 Total New plus Replaced Area (SF): 17,132 Percent Increase in Appraised Improvement Value: The Stor‐House warehouses include 23 buildings spanning over 7.66 acres and four parcels. Based on the 2017 King County Assessor’s information, the appraised improvement value for Renton Stor‐House is $13.3 million. See Table 4.1 below and Assessor’s reports in Appendix A. Table 4.1 ‐ 2017 King County Appraised Improvement Value Parcel Number Improvement Value 162305‐9062 $3,618,100 162305‐9142 $0 162305‐9143 $2,884,900 162305‐9144 $6,874,400 Total Improvement Value $13,377,400 This project is limited to one building within Renton Stor‐House, Building E. Based on the contractor cost estimate, the valuation of proposed improvements is $4.2 million. Percent Increase in Appraised Improvement Value: $ସ.ଶ $ଵଷ.ଷ ∗ 100% = 31.6% The valuation of proposed improvements is less than 50% of the assessed value of the existing site improvements. This project proposes more than 5,000 square feet of new plus replaced impervious surface and the appraised value of improvements is less than 50% of the assessed value of the existing site improvements. Therefore, the replaced impervious surface is not considered a targeted surface. Per the 2017 City of Renton Surface Water Design Manual, Section 1.2.9.1.A, “Target surfaces for application of Core Requirement #9 (On‐Site BMPs) include new impervious surfaces, new pervious surfaces, and replaced impervious surfaces, not already mitigated with an approved on‐site BMP or flow control facility.” All existing impervious surface is currently mitigated Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 12 through a previously approved, on‐site infiltration (flow control) facility. No new impervious or pervious surface is proposed with this project. All replaced impervious surface will continue to utilize the existing on‐site infiltration facility, and therefore does not meet the definition of a targeted surface. Flow control (Core Requirement #3) and On‐site BMPs (Core Requirement #9) do not apply since there are no targeted surfaces. 4.2 Water Quality Analysis The subject project is exempt from water quality treatment per Section 1.2.8 of the 2017 City of Renton Surface Water Design Manual. The project will create less than the total ¾ acre threshold for Pollution Generating Pervious Surface (PGPS). The total Pollution Generating Impervious Surface (PGIS) proposed is 54 square feet which is significantly below the 5,000 square foot threshold requiring a treatment facility. Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 13 THIS PAGE INTENTIONALLY LEFT BLANK Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 14 5 CONVEYANCE SYSTEM ANALYSIS AND DESIGN No changes to the existing conveyance system is proposed. The existing conveyance system and flow control facility is functioning properly, with no overtopping or flooding. No extension of the existing private conveyance system is proposed, and no new additional impervious area is proposed. Therefore, no conveyance system design is necessary. Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 15 THIS PAGE INTENTIONALLY LEFT BLANK Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 16 6 SPECIAL REPORTS AND STUDIES Geotechnical Report Prepared by: Kyle R. Campbell, P.E. Dated: September 7, 1999 Earth Consultants, Inc. 1805 – 136th Place NE, Suite 201 Bellevue, WA 98005 Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 17 THIS PAGE INTENTIONALLY LEFT BLANK Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 18 7 OTHER PERMITS No additional permits are anticipated for this project. Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 19 THIS PAGE INTENTIONALLY LEFT BLANK Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 20 8 ESC ANALYSIS AND DESIGN The site will utilize Appendix D of the 2017 City of Renton Surface Water Design Manual for the erosion and sedimentation control design to reduce the discharge of sediment‐laden runoff from the site. Clearing limits will be established and perimeter protection will be provided prior to any work on the project. Catch basin inserts, as shown on the T.E.S.C. & Utility plan, will be installed in order to limit the downstream transport of sediment. Existing asphalt will be utilized as a construction entrance and dust control, if required, will be provided by a water truck. Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 21 THIS PAGE INTENTIONALLY LEFT BLANK Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 22 9 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 9.1 Bond Quantities A Bond Quantity Worksheet is provided on the following pages. 9.2 Facility Summaries Not applicable, facility is existing. 9.3 Declaration of Covenant Not applicable. Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 23 THIS PAGE INTENTIONALLY LEFT BLANK CED Permit #:######## UnitReference #Price Unit Quantity CostBackfill & compaction-embankment ESC-1 6.50$ CY Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 80.00$ Each Catch Basin Protection ESC-3 35.50$ Each Crushed surfacing 1 1/4" minus ESC-4 WSDOT 9-03.9(3)95.00$ CY Ditching ESC-5 9.00$ CY Excavation-bulk ESC-6 2.00$ CY Fence, silt ESC-7 SWDM 5.4.3.1 1.50$ LF Fence, Temporary (NGPE)ESC-8 1.50$ LF Geotextile Fabric ESC-9 2.50$ SY Hay Bale Silt Trap ESC-10 0.50$ Each Hydroseeding ESC-11 SWDM 5.4.2.4 0.80$ SY Interceptor Swale / Dike ESC-12 1.00$ LF Jute Mesh ESC-13 SWDM 5.4.2.2 3.50$ SY Level Spreader ESC-14 1.75$ LF Mulch, by hand, straw, 3" deep ESC-15 SWDM 5.4.2.1 2.50$ SY Mulch, by machine, straw, 2" deep ESC-16 SWDM 5.4.2.1 2.00$ SY Piping, temporary, CPP, 6"ESC-17 12.00$ LF Piping, temporary, CPP, 8"ESC-18 14.00$ LF Piping, temporary, CPP, 12"ESC-19 18.00$ LF Plastic covering, 6mm thick, sandbagged ESC-20 SWDM 5.4.2.3 4.00$ SY Rip Rap, machine placed; slopes ESC-21 WSDOT 9-13.1(2)45.00$ CY Rock Construction Entrance, 50'x15'x1'ESC-22 SWDM 5.4.4.1 1,800.00$ Each Rock Construction Entrance, 100'x15'x1'ESC-23 SWDM 5.4.4.1 3,200.00$ Each Sediment pond riser assembly ESC-24 SWDM 5.4.5.2 2,200.00$ Each Sediment trap, 5' high berm ESC-25 SWDM 5.4.5.1 19.00$ LF Sed. trap, 5' high, riprapped spillway berm section ESC-26 SWDM 5.4.5.1 70.00$ LF Seeding, by hand ESC-27 SWDM 5.4.2.4 1.00$ SY Sodding, 1" deep, level ground ESC-28 SWDM 5.4.2.5 8.00$ SY Sodding, 1" deep, sloped ground ESC-29 SWDM 5.4.2.5 10.00$ SY TESC Supervisor ESC-30 110.00$ HR 8 880.00Water truck, dust control ESC-31 SWDM 5.4.7 140.00$ HR 8 1,120.00UnitReference #Price Unit Quantity Cost125.00$ Each 5 625.00 EROSION/SEDIMENT SUBTOTAL:2,625.00SALES TAX @ 10%262.50EROSION/SEDIMENT TOTAL:2,887.50 (A) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR EROSION & SEDIMENT CONTROL Description No.(A) Catch Basin Inlet Protection WRITE-IN-ITEMS Page 1 of 1 Ref 8-H Bond Quantity Worksheet SECTION II.a EROSION_CONTROL Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 3/19/2018 CED Permit #:######## Existing Future Public Private Right-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.CostGENERAL ITEMS Backfill & Compaction- embankment GI-1 6.00$ CY Backfill & Compaction- trench GI-2 9.00$ CY 13 117.00 Clear/Remove Brush, by hand (SY)GI-3 1.00$ SY Bollards - fixed GI-4 240.74$ Each Bollards - removable GI-5 452.34$ Each Clearing/Grubbing/Tree Removal GI-6 10,000.00$ Acre Excavation - bulk GI-7 2.00$ CYExcavation - Trench GI-8 5.00$ CY 13 65.00Fencing, cedar, 6' high GI-9 20.00$ LFFencing, chain link, 4'GI-10 38.31$ LFFencing, chain link, vinyl coated, 6' high GI-11 20.00$ LF Fencing, chain link, gate, vinyl coated, 20' GI-12 1,400.00$ Each Fill & compact - common barrow GI-13 25.00$ CY Fill & compact - gravel base GI-14 27.00$ CY Fill & compact - screened topsoil GI-15 39.00$ CY Gabion, 12" deep, stone filled mesh GI-16 65.00$ SY Gabion, 18" deep, stone filled mesh GI-17 90.00$ SY Gabion, 36" deep, stone filled mesh GI-18 150.00$ SY Grading, fine, by hand GI-19 2.50$ SY Grading, fine, with grader GI-20 2.00$ SYMonuments, 3' Long GI-21 250.00$ EachSensitive Areas Sign GI-22 7.00$ EachSodding, 1" deep, sloped ground GI-23 8.00$ SY Surveying, line & grade GI-24 850.00$ Day Surveying, lot location/lines GI-25 1,800.00$ Acre Topsoil Type A (imported)GI-26 28.50$ CY Traffic control crew ( 2 flaggers )GI-27 120.00$ HR Trail, 4" chipped wood GI-28 8.00$ SY Trail, 4" crushed cinder GI-29 9.00$ SY Trail, 4" top course GI-30 12.00$ SY Conduit, 2"GI-31 5.00$ LF Wall, retaining, concrete GI-32 55.00$ SFWall, rockery GI-33 15.00$ SF SUBTOTAL THIS PAGE:182.00 (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS Quantity Remaining (Bond Reduction) (B)(C) Page 1 of 3 Ref 8-H Bond Quantity Worksheet SECTION II.b TRANSPORTATION Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 3/19/2018 CED Permit #:######## Existing Future Public Private Right-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS Quantity Remaining (Bond Reduction) (B)(C) ROAD IMPROVEMENT/PAVEMENT/SURFACINGAC Grinding, 4' wide machine < 1000sy RI-1 30.00$ SY AC Grinding, 4' wide machine 1000-2000sy RI-2 16.00$ SY AC Grinding, 4' wide machine > 2000sy RI-3 10.00$ SY AC Removal/Disposal RI-4 35.00$ SY Barricade, Type III ( Permanent )RI-5 56.00$ LF Guard Rail RI-6 30.00$ LF Curb & Gutter, rolled RI-7 17.00$ LFCurb & Gutter, vertical RI-8 12.50$ LFCurb and Gutter, demolition and disposal RI-9 18.00$ LFCurb, extruded asphalt RI-10 5.50$ LFCurb, extruded concrete RI-11 7.00$ LF Sawcut, asphalt, 3" depth RI-12 1.85$ LF 730 1,350.50 Sawcut, concrete, per 1" depth RI-13 3.00$ LF Sealant, asphalt RI-14 2.00$ LF Shoulder, gravel, 4" thick RI-15 15.00$ SY Sidewalk, 4" thick RI-16 38.00$ SY Sidewalk, 4" thick, demolition and disposal RI-17 32.00$ SY Sidewalk, 5" thick RI-18 41.00$ SY Sidewalk, 5" thick, demolition and disposal RI-19 40.00$ SY Sign, Handicap RI-20 85.00$ EachStriping, per stall RI-21 7.00$ EachStriping, thermoplastic, ( for crosswalk )RI-22 3.00$ SFStriping, 4" reflectorized line RI-23 0.50$ LF Additional 2.5" Crushed Surfacing RI-24 3.60$ SY HMA 1/2" Overlay 1.5" RI-25 14.00$ SY HMA 1/2" Overlay 2"RI-26 18.00$ SY HMA Road, 2", 4" rock, First 2500 SY RI-27 28.00$ SY HMA Road, 2", 4" rock, Qty. over 2500SY RI-28 21.00$ SY HMA Road, 4", 6" rock, First 2500 SY RI-29 45.00$ SY HMA Road, 4", 6" rock, Qty. over 2500 SY RI-30 37.00$ SY HMA Road, 4", 4.5" ATB RI-31 38.00$ SY Gravel Road, 4" rock, First 2500 SY RI-32 15.00$ SYGravel Road, 4" rock, Qty. over 2500 SY RI-33 10.00$ SYThickened Edge RI-34 8.60$ LF SUBTOTAL THIS PAGE:1,350.50 (B)(C)(D)(E) Page 2 of 3 Ref 8-H Bond Quantity Worksheet SECTION II.b TRANSPORTATION Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 3/19/2018 CED Permit #:######## Existing Future Public Private Right-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS Quantity Remaining (Bond Reduction) (B)(C) PARKING LOT SURFACING No.2" AC, 2" top course rock & 4" borrow PL-1 21.00$ SY 172 3,612.00 2" AC, 1.5" top course & 2.5" base course PL-2 28.00$ SY 4" select borrow PL-3 5.00$ SY 1.5" top course rock & 2.5" base course PL-4 14.00$ SY SUBTOTAL PARKING LOT SURFACING:3,612.00 (B)(C)(D)(E) LANDSCAPING & VEGETATION No.Street Trees LA-1 Median Landscaping LA-2 Right-of-Way Landscaping LA-3Wetland Landscaping LA-4 SUBTOTAL LANDSCAPING & VEGETATION: (B)(C)(D)(E) TRAFFIC & LIGHTING No.Signs TR-1Street Light System ( # of Poles)TR-2Traffic Signal TR-3 Traffic Signal Modification TR-4 SUBTOTAL TRAFFIC & LIGHTING: (B)(C)(D)(E) WRITE-IN-ITEMS SUBTOTAL WRITE-IN ITEMS: STREET AND SITE IMPROVEMENTS SUBTOTAL:182.00 1,350.50 SALES TAX @ 10%18.20 135.05 STREET AND SITE IMPROVEMENTS TOTAL:200.20 1,485.55 (B)(C)(D)(E) Page 3 of 3 Ref 8-H Bond Quantity Worksheet SECTION II.b TRANSPORTATION Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 3/19/2018 CED Permit #:######## Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.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/D D-1 26.00$ SY * (CBs include frame and lid) Beehive D-2 90.00$ EachThrough-curb Inlet Framework D-3 400.00$ EachCB Type I D-4 1,500.00$ EachCB Type IL D-5 1,750.00$ Each CB Type II, 48" diameter D-6 2,300.00$ Each for additional depth over 4' D-7 480.00$ FTCB Type II, 54" diameter D-8 2,500.00$ Each for additional depth over 4'D-9 495.00$ FTCB Type II, 60" diameter D-10 2,800.00$ Each for additional depth over 4'D-11 600.00$ FT CB Type II, 72" diameter D-12 6,000.00$ Each for additional depth over 4'D-13 850.00$ FTCB Type II, 96" diameter D-14 14,000.00$ Each for additional depth over 4'D-15 925.00$ FT Trash Rack, 12"D-16 350.00$ Each Trash Rack, 15"D-17 410.00$ EachTrash Rack, 18"D-18 480.00$ EachTrash Rack, 21"D-19 550.00$ EachCleanout, PVC, 4"D-20 150.00$ Each Cleanout, PVC, 6"D-21 170.00$ Each Cleanout, PVC, 8"D-22 200.00$ EachCulvert, PVC, 4" D-23 10.00$ LFCulvert, PVC, 6" D-24 13.00$ LF 47 611.00Culvert, PVC, 8" D-25 15.00$ LF Culvert, PVC, 12" D-26 23.00$ LF Culvert, PVC, 15" D-27 35.00$ LFCulvert, PVC, 18" D-28 41.00$ LFCulvert, PVC, 24"D-29 56.00$ LFCulvert, PVC, 30" D-30 78.00$ LF Culvert, PVC, 36" D-31 130.00$ LF Culvert, CMP, 8"D-32 19.00$ LFCulvert, CMP, 12"D-33 29.00$ LF SUBTOTAL THIS PAGE:611.00 (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Quantity Remaining (Bond Reduction) (B)(C) Page 1 of 5 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 3/19/2018 CED Permit #:######## Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Quantity Remaining (Bond Reduction) (B)(C) DRAINAGE (Continued)Culvert, CMP, 15"D-34 35.00$ LF Culvert, CMP, 18"D-35 41.00$ LF Culvert, CMP, 24"D-36 56.00$ LFCulvert, CMP, 30"D-37 78.00$ LFCulvert, CMP, 36"D-38 130.00$ LF Culvert, CMP, 48"D-39 190.00$ LFCulvert, CMP, 60"D-40 270.00$ LFCulvert, CMP, 72"D-41 350.00$ LFCulvert, Concrete, 8"D-42 42.00$ LF Culvert, Concrete, 12"D-43 48.00$ LF Culvert, Concrete, 15"D-44 78.00$ LFCulvert, Concrete, 18"D-45 48.00$ LFCulvert, Concrete, 24"D-46 78.00$ LFCulvert, Concrete, 30"D-47 125.00$ LF Culvert, Concrete, 36"D-48 150.00$ LF Culvert, Concrete, 42"D-49 175.00$ LFCulvert, Concrete, 48"D-50 205.00$ LFCulvert, CPE Triple Wall, 6" D-51 14.00$ LFCulvert, CPE Triple Wall, 8" D-52 16.00$ LF Culvert, CPE Triple Wall, 12" D-53 24.00$ LF Culvert, CPE Triple Wall, 15" D-54 35.00$ LFCulvert, CPE Triple Wall, 18" D-55 41.00$ LFCulvert, CPE Triple Wall, 24" D-56 56.00$ LFCulvert, CPE Triple Wall, 30" D-57 78.00$ LF Culvert, CPE Triple Wall, 36" D-58 130.00$ LF Culvert, LCPE, 6"D-59 60.00$ LFCulvert, LCPE, 8"D-60 72.00$ LFCulvert, LCPE, 12"D-61 84.00$ LFCulvert, LCPE, 15"D-62 96.00$ LF Culvert, LCPE, 18"D-63 108.00$ LF Culvert, LCPE, 24"D-64 120.00$ LFCulvert, LCPE, 30"D-65 132.00$ LFCulvert, LCPE, 36"D-66 144.00$ LFCulvert, LCPE, 48"D-67 156.00$ LF Culvert, LCPE, 54"D-68 168.00$ LF SUBTOTAL THIS PAGE: (B)(C)(D)(E) Page 2 of 5 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 3/19/2018 CED Permit #:######## Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Quantity Remaining (Bond Reduction) (B)(C) DRAINAGE (Continued)Culvert, LCPE, 60"D-69 180.00$ LF Culvert, LCPE, 72"D-70 192.00$ LF Culvert, HDPE, 6"D-71 42.00$ LFCulvert, HDPE, 8"D-72 42.00$ LFCulvert, HDPE, 12"D-73 74.00$ LFCulvert, HDPE, 15"D-74 106.00$ LF Culvert, HDPE, 18"D-75 138.00$ LF Culvert, HDPE, 24"D-76 221.00$ LFCulvert, HDPE, 30"D-77 276.00$ LFCulvert, HDPE, 36"D-78 331.00$ LFCulvert, HDPE, 48"D-79 386.00$ LF Culvert, HDPE, 54"D-80 441.00$ LF Culvert, HDPE, 60"D-81 496.00$ LFCulvert, HDPE, 72"D-82 551.00$ LFPipe, Polypropylene, 6"D-83 84.00$ LFPipe, Polypropylene, 8"D-84 89.00$ LF Pipe, Polypropylene, 12"D-85 95.00$ LF Pipe, Polypropylene, 15"D-86 100.00$ LFPipe, Polypropylene, 18"D-87 106.00$ LFPipe, Polypropylene, 24"D-88 111.00$ LFPipe, Polypropylene, 30"D-89 119.00$ LF Pipe, Polypropylene, 36"D-90 154.00$ LF Pipe, Polypropylene, 48"D-91 226.00$ LFPipe, Polypropylene, 54"D-92 332.00$ LFPipe, Polypropylene, 60"D-93 439.00$ LFPipe, Polypropylene, 72"D-94 545.00$ LF Culvert, DI, 6"D-95 61.00$ LF Culvert, DI, 8"D-96 84.00$ LFCulvert, DI, 12"D-97 106.00$ LFCulvert, DI, 15"D-98 129.00$ LFCulvert, DI, 18"D-99 152.00$ LF Culvert, DI, 24"D-100 175.00$ LF Culvert, DI, 30"D-101 198.00$ LFCulvert, DI, 36"D-102 220.00$ LFCulvert, DI, 48"D-103 243.00$ LFCulvert, DI, 54"D-104 266.00$ LF Culvert, DI, 60"D-105 289.00$ LF Culvert, DI, 72"D-106 311.00$ LF SUBTOTAL THIS PAGE: (B)(C)(D)(E) Page 3 of 5 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 3/19/2018 CED Permit #:######## Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Quantity Remaining (Bond Reduction) (B)(C) Specialty Drainage ItemsDitching SD-1 9.50$ CY Flow Dispersal Trench (1,436 base+)SD-3 28.00$ LF French Drain (3' depth)SD-4 26.00$ LFGeotextile, laid in trench, polypropylene SD-5 3.00$ SYMid-tank Access Riser, 48" dia, 6' deep SD-6 2,000.00$ EachPond Overflow Spillway SD-7 16.00$ SY Restrictor/Oil Separator, 12"SD-8 1,150.00$ Each Restrictor/Oil Separator, 15"SD-9 1,350.00$ EachRestrictor/Oil Separator, 18"SD-10 1,700.00$ EachRiprap, placed SD-11 42.00$ CYTank End Reducer (36" diameter)SD-12 1,200.00$ Each Infiltration pond testing SD-13 125.00$ HR Permeable Pavement SD-14Permeable Concrete Sidewalk SD-15Culvert, Box __ ft x __ ft SD-16 SUBTOTAL SPECIALTY DRAINAGE ITEMS: (B)(C)(D)(E)STORMWATER FACILITIES (Include Flow Control and Water Quality Facility Summary Sheet and Sketch)Detention Pond SF-1 Each Detention Tank SF-2 Each Detention Vault SF-3 Each Infiltration Pond SF-4 Each Infiltration Tank SF-5 Each Infiltration Vault SF-6 Each Infiltration Trenches SF-7 Each Basic Biofiltration Swale SF-8 Each Wet Biofiltration Swale SF-9 Each Wetpond SF-10 Each Wetvault SF-11 Each Sand Filter SF-12 Each Sand Filter Vault SF-13 Each Linear Sand Filter SF-14 Each Proprietary Facility SF-15 Each Bioretention Facility SF-16 Each SUBTOTAL STORMWATER FACILITIES: (B)(C)(D)(E) Page 4 of 5 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 3/19/2018 CED Permit #:######## Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Quantity Remaining (Bond Reduction) (B)(C) WRITE-IN-ITEMS (INCLUDE ON-SITE BMPs)WI-1 WI-2WI-3WI-4 WI-5WI-6WI-7 WI-8 WI-9WI-10 WI-11 WI-12WI-13 WI-14 WI-15 SUBTOTAL WRITE-IN ITEMS: DRAINAGE AND STORMWATER FACILITIES SUBTOTAL:611.00 SALES TAX @ 10%61.10 DRAINAGE AND STORMWATER FACILITIES TOTAL:672.10 (B)(C)(D)(E) Page 5 of 5 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 3/19/2018 CED Permit #:######## Existing Future Public Private Right-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Connection to Existing Watermain W-1 2,000.00$ Each Ductile Iron Watermain, CL 52, 4 Inch Diameter W-2 50.00$ LFDuctile Iron Watermain, CL 52, 6 Inch Diameter W-3 56.00$ LFDuctile Iron Watermain, CL 52, 8 Inch Diameter W-4 60.00$ LF Ductile Iron Watermain, CL 52, 10 Inch Diameter W-5 70.00$ LFDuctile Iron Watermain, CL 52, 12 Inch Diameter W-6 80.00$ LFGate Valve, 4 inch Diameter W-7 500.00$ Each Gate Valve, 6 inch Diameter W-8 700.00$ EachGate Valve, 8 Inch Diameter W-9 800.00$ EachGate Valve, 10 Inch Diameter W-10 1,000.00$ Each Gate Valve, 12 Inch Diameter W-11 1,200.00$ Each 1 1,200.00 Fire Hydrant Assembly W-12 4,000.00$ EachPermanent Blow-Off Assembly W-13 1,800.00$ Each Air-Vac Assembly, 2-Inch Diameter W-14 2,000.00$ Each Air-Vac Assembly, 1-Inch Diameter W-15 1,500.00$ EachCompound Meter Assembly 3-inch Diameter W-16 8,000.00$ Each Compound Meter Assembly 4-inch Diameter W-17 9,000.00$ Each Compound Meter Assembly 6-inch Diameter W-18 10,000.00$ EachPressure Reducing Valve Station 8-inch to 10-inch W-19 20,000.00$ Each WATER SUBTOTAL:1,200.00 SALES TAX @ 10%120.00 WATER TOTAL:1,320.00 (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR WATER Quantity Remaining (Bond Reduction) (B)(C) Page 1 of 1 Ref 8-H Bond Quantity Worksheet SECTION II.d WATER Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 3/21/2018 CED Permit #:######## Existing Future Public PrivateRight-of-Way Improvements Improvements (D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Clean Outs SS-1 1,000.00$ EachGrease Interceptor, 500 gallon SS-2 8,000.00$ EachGrease Interceptor, 1000 gallon SS-3 10,000.00$ Each Grease Interceptor, 1500 gallon SS-4 15,000.00$ EachSide Sewer Pipe, PVC. 4 Inch Diameter SS-5 80.00$ LFSide Sewer Pipe, PVC. 6 Inch Diameter SS-6 95.00$ LF Sewer Pipe, PVC, 8 inch Diameter SS-7 105.00$ LF Sewer Pipe, PVC, 12 Inch Diameter SS-8 120.00$ LFSewer Pipe, DI, 8 inch Diameter SS-9 115.00$ LF Sewer Pipe, DI, 12 Inch Diameter SS-10 130.00$ LF Manhole, 48 Inch Diameter SS-11 6,000.00$ EachManhole, 54 Inch Diameter SS-13 6,500.00$ Each Manhole, 60 Inch Diameter SS-15 7,500.00$ Each Manhole, 72 Inch Diameter SS-17 8,500.00$ EachManhole, 96 Inch Diameter SS-19 14,000.00$ EachPipe, C-900, 12 Inch Diameter SS-21 180.00$ LF Outside Drop SS-24 1,500.00$ LSInside Drop SS-25 1,000.00$ LSSewer Pipe, PVC, ____ Inch Diameter SS-26Lift Station (Entire System)SS-27 LS SANITARY SEWER SUBTOTAL: SALES TAX @ 10% SANITARY SEWER TOTAL: (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR SANITARY SEWER Quantity Remaining (Bond Reduction) (B)(C) Page 1 of 1 Ref 8-H Bond Quantity Worksheet SECTION II.e SANITARY SEWER Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 3/19/2018 Planning Division |1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200 Date: Name:Project Name: PE Registration No:CED Plan # (LUA): Firm Name:CED Permit # (U): Firm Address:Site Address: Phone No.Parcel #(s): Email Address:Project Phase: Site Restoration/Erosion Sediment Control Subtotal (a) Existing Right-of-Way Improvements Subtotal (b)(b)-$ Future Public Improvements Subtotal (c)-$ Stormwater & Drainage Facilities (Public & Private) Subtotal (d)(d)-$ (e) (f) Site Restoration Civil Construction Permit Maintenance Bond -$ Bond Reduction 2 Construction Permit Bond Amount 3 Minimum Bond Amount is $10,000.00 1 Estimate Only - May involve multiple and variable components, which will be established on an individual basis by Development Engineering. 2 The City of Renton allows one request only for bond reduction prior to the maintenance period. Reduction of not more than 70% of the original bond amount, provided that the remaining 30% will cover all remaining items to be constructed. 3 Required Bond Amounts are subject to review and modification by Development Engineering. * Note: The word BOND as used in this document means any financial guarantee acceptable to the City of Renton. ** Note: All prices include labor, equipment, materials, overhead and profit. EST1 ((b) + (c) + (d)) x 20% 2,228.33$ MAINTENANCE BOND */** (after final acceptance of construction) 2,887.50$ -$ 672.10$ 2,887.50$ 1,485.55$ 672.10$ -$ 10,000.00$ P (a) x 100% SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS 3/20/2018 Sheri Murata, P.E. 41846 Core Design, Inc. R ((b x 150%) + (d x 100%)) S (e) x 150% + (f) x 100% Bond Reduction: Existing Right-of-Way Improvements (Quantity Remaining)2 Bond Reduction: Stormwater & Drainage Facilities (Quantity Remaining)2 T (P +R - S) Prepared by:Project Information CONSTRUCTION BOND AMOUNT */** (prior to permit issuance) 425.885.7877 shm@coredesigninc.com The Stor-House - Phase IV ##-###### 2829 NE 3rd Street 162305-9142, -9143, -9144, -9062 FOR APPROVAL ######## 14711 NE 29th Place, Suite 101 Page 1 of 1 Ref 8-H Bond Quantity Worksheet SECTION III. BOND WORKSHEET Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 3/21/2018 Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 24 10 OPERATIONS AND MAINTENANCE No new flow control or BMP facilities are proposed. Therefore, no Operation and Maintenance Manual is provided for this project. Core Design, Inc. THE STOR‐HOUSE – PHASE IV Page 25 THIS PAGE INTENTIONALLY LEFT BLANK Appendix A Parcel & Basin Information ADVERTISEMENT New Search Property Tax Bill Map This Property Glossary of Terms Area Report Property Detail PARCEL Parcel Number 162305-9144 Name GILROY FAMILY LLC Site Address 2829 NE 3RD ST 98056 Legal LOT 3 OF RENTON SHORT PLAT #LUA-02-065-SHPL REC #20021217900004 SD SP DAF - NW 1/4 OF NW 1/4 OF SD SEC BEG AT NE COR OF NW 1/4 OF NW 1/4 OF TH N 89-12-42 W ALG N LN OF SD SEC 16 315.66 FT TH S 01-08-26 W 660.30 FT TH N 89-12-42 W 135.58 FT TH S 01-08-26 W 659.51 FT M/L TO S LN OF SD NW 1/4 OF NW 1/4 TH S 89-06-38 E ALG SD S LN 452 FT TO SE COR OF SD NW 1/4 OF NW 1/4 TH N 01-06-27 E 1320.61 FT M/L TO POB LESS RDS BUILDING 1 Year Built 2003 Building Net Square Footage 0 Construction Class WOOD FRAME Building Quality AVERAGE Lot Size 154202 Present Use Mini Warehouse Views No Waterfront TOTAL LEVY RATE DISTRIBUTION Tax Year:2017 Levy Code:2100 Total Levy Rate:$12.67017 Total Senior Rate:$7.67430 43.54% Voter Approved Click here to see levy distribution comparison by year. TAX ROLL HISTORY Valued Year Tax Year Appraised Land Value ($)Appraised Imps Value ($)Appraised Total ($)Taxable Land Value ($)Taxable Imps Value ($)Taxable Total ($) 2017 2018 1,464,900 6,874,400 8,339,300 1,464,900 6,874,400 8,339,300 2016 2017 1,426,300 5,482,000 6,908,300 1,426,300 5,482,000 6,908,300 2015 2016 1,426,300 4,439,200 5,865,500 1,426,300 4,439,200 5,865,500 2014 2015 1,387,800 3,465,200 4,853,000 1,387,800 3,465,200 4,853,000 2013 2014 1,233,600 3,866,400 5,100,000 1,233,600 3,866,400 5,100,000 2012 2013 1,233,600 3,791,400 5,025,000 1,233,600 3,791,400 5,025,000 2011 2012 0 0 0 1,233,600 4,294,500 5,528,100 2010 2011 1,233,600 3,791,400 5,025,000 1,233,600 3,791,400 5,025,000 2009 2010 1,079,400 4,632,700 5,712,100 1,079,400 4,632,700 5,712,100 2008 2009 1,079,400 4,275,800 5,355,200 1,079,400 4,275,800 5,355,200 2007 2008 771,000 3,989,300 4,760,300 771,000 3,989,300 4,760,300 2006 2007 693,900 3,610,800 4,304,700 693,900 3,610,800 4,304,700 ADVERTISEMENT Re No07 Page 1 of 2King County Department of Assessments: eReal Property 7/31/2017http://blue.kingcounty.com/Assessor/eRealProperty/Dashboard.aspx?ParcelNbr=16230591... 2005 2006 616,800 3,232,200 3,849,000 616,800 3,232,200 3,849,000 2004 2005 616,800 3,232,200 3,849,000 616,800 3,232,200 3,849,000 2003 2004 616,800 2,087,200 2,704,000 616,800 2,087,200 2,704,000 2002 2003 529,100 0 529,100 529,100 0 529,100 ADVERTISEMENT Page 2 of 2King County Department of Assessments: eReal Property 7/31/2017http://blue.kingcounty.com/Assessor/eRealProperty/Dashboard.aspx?ParcelNbr=16230591... Fair, Equitable, and Understandable Property Valuations You're in: Assessor >> Look up Property Info >> eReal Property Departmentof Assessments 500 FourthAvenue,Suite ADM- AS-0708,Seattle, WA98104 Office Hours: Mon - Fri 8:30 a.m. to4:30 p.m. TEL: 206- 296-7300FAX: 206-296-5107TTY: 206-296-7888 Send usmail ADVERTISEMENT New Search Property Tax Bill Map This Property Glossary of Terms Area Report Property Detail PARCEL ParcelNumber 162305-9143 Name GILROY FAMILY LLC SiteAddress 2829 NE 3RD ST Legal LOT 2 OF RENTON SHORT PLAT #LUA-02-065-SHPL REC #20021217900004 SD SP DAF - NW 1/4 OFNW 1/4 OF SD SEC BEG AT NE COR OF NW 1/4 OF NW 1/4 OF TH N 89-12-42 W ALG N LN OF SD SEC 16 315.66 FT TH S 01-08-26 W 660.30 FT TH N 89-12-42 W 135.58 FT TH S 01-08-26 W 659.51 FT M/L TOS LN OF SD NW 1/4 OF NW 1/4 TH S 89-06-38 E ALG SD S LN 452 FT TO SE COR OF SD NW 1/4 OF NW1/4 TH N 01-06-27 E 1320.61 FT M/L TO POB LESS RDS BUILDING 1 Year Built 2008 Building Net Square Footage 3800 Construction Class MASONRY Building Quality GOOD Lot Size 43109 Present Use Mini Warehouse Views No Waterfront TOTAL LEVY RATE DISTRIBUTION Tax Year: 2017 Levy Code: 2100 Total Levy Rate: $12.67017 Total Senior Rate: $7.67430 43.54% Voter Approved Click here to see levy distribution comparison by year. TAX ROLL HISTORY ValuedYear TaxYear Appraised LandValue ($)Appraised ImpsValue ($)AppraisedTotal ($)Taxable LandValue ($)Taxable ImpsValue ($)TaxableTotal ($) 2017 2018 409,500 2,884,900 3,294,400 409,500 2,884,900 3,294,400 2016 2017 398,700 2,209,000 2,607,700 398,700 2,209,000 2,607,700 2015 2016 398,700 1,947,700 2,346,400 398,700 1,947,700 2,346,400 2014 2015 387,900 1,741,100 2,129,000 387,900 1,741,100 2,129,000 2013 2014 344,800 1,714,500 2,059,300 344,800 1,714,500 2,059,300 2012 2013 344,800 1,714,500 2,059,300 344,800 1,714,500 2,059,300 2011 2012 344,800 1,714,500 2,059,300 344,800 1,714,500 2,059,300 2010 2011 344,800 1,714,400 2,059,200 344,800 1,714,400 2,059,200 2009 2010 344,800 2,096,800 2,441,600 344,800 2,096,800 2,441,600 2008 2009 344,800 1,768,000 2,112,800 344,800 1,768,000 2,112,800 2007 2008 301,700 0 301,700 301,700 0 301,700 2006 2007 280,200 0 280,200 280,200 0 280,200 2005 2006 258,600 0 258,600 258,600 0 258,600 2004 2005 258,600 0 258,600 258,600 0 258,600 2003 2004 258,600 0 258,600 258,600 0 258,600 2002 2003 148,000 0 148,000 148,000 0 148,000 ADVERTISEMENT ReferenceLinks: King County TaxingDistricts Codes andLevies (.PDF) King County Tax Links Property Tax Advisor Washington State Department of Revenue (External link) Washington StateBoard of TaxAppeals (Externallink) Board of Appeals/Equalization Districts Report iMap Recorder's Office Scanned images ofsurveys and othermap documents Notice mailing date:07/20/2017 Search Kingcounty.gov Home How do I... Services About King County Departments King County Department of Assessments Information for... Residents Businesses Job seekers Volunteers King County employees Do more online Trip Planner Property tax information & payment Jail inmate look up Parcel viewer or iMap Public records More online tools... Get help Contact us Customer service Phone list Employee directory Stay connected! View King County social media © King County, WA 2016 Privacy Accessibility Terms of use ADVERTISEMENT Updated: March 17, 2016 Share Tweet Email Print Fair, Equitable, and Understandable Property Valuations You're in: Assessor >> Look up Property Info >> eReal Property Departmentof Assessments 500 FourthAvenue,Suite ADM- AS-0708,Seattle, WA98104 Office Hours: Mon - Fri 8:30 a.m. to4:30 p.m. TEL: 206- 296-7300FAX: 206-296-5107TTY: 206-296-7888 Send usmail ADVERTISEMENT New Search Property Tax Bill Map This Property Glossary of Terms Area Report Property Detail PARCEL ParcelNumber 162305-9142 Name GILROY FAMILY LLC SiteAddress Legal LOT 1 OF RENTON SHORT PLAT #LUA-02-065-SHPL REC #20021217900004 SD SP DAF - NW 1/4 OFNW 1/4 OF SD SEC BEG AT NE COR OF NW 1/4 OF NW 1/4 OF TH N 89-12-42 W ALG N LN OF SD SEC 16 315.66 FT TH S 01-08-26 W 660.30 FT TH N 89-12-42 W 135.58 FT TH S 01-08-26 W 659.51 FT M/L TOS LN OF SD NW 1/4 OF NW 1/4 TH S 89-06-38 E ALG SD S LN 452 FT TO SE COR OF SD NW 1/4 OF NW1/4 TH N 01-06-27 E 1320.61 FT M/L TO POB LESS RDS BUILDING 1 Year Built Building Net Square Footage Construction Class Building Quality Lot Size 45738 Present Use Mini Warehouse Views No Waterfront TOTAL LEVY RATE DISTRIBUTION Tax Year: 2017 Levy Code: 2100 Total Levy Rate: $12.67017 Total Senior Rate: $7.67430 43.54% Voter Approved Click here to see levy distribution comparison by year. TAX ROLL HISTORY ValuedYear TaxYear Appraised LandValue ($)Appraised ImpsValue ($)AppraisedTotal ($)Taxable LandValue ($)Taxable ImpsValue ($)TaxableTotal ($) 2017 2018 434,500 0 434,500 434,500 0 434,500 2016 2017 423,000 0 423,000 423,000 0 423,000 2015 2016 423,000 0 423,000 423,000 0 423,000 2014 2015 411,600 0 411,600 411,600 0 411,600 2013 2014 365,900 0 365,900 365,900 0 365,900 2012 2013 365,900 0 365,900 365,900 0 365,900 2011 2012 365,900 0 365,900 365,900 0 365,900 2010 2011 365,900 0 365,900 365,900 0 365,900 2009 2010 365,900 0 365,900 365,900 0 365,900 2008 2009 365,900 0 365,900 365,900 0 365,900 2007 2008 320,100 0 320,100 320,100 0 320,100 2006 2007 297,200 0 297,200 297,200 0 297,200 2005 2006 274,400 0 274,400 274,400 0 274,400 2004 2005 274,400 0 274,400 274,400 0 274,400 2003 2004 274,400 0 274,400 274,400 0 274,400 2002 2003 156,900 0 156,900 156,900 0 156,900 ADVERTISEMENT ADVERTISEMENT ReferenceLinks: King County TaxingDistricts Codes andLevies (.PDF) King County Tax Links Property Tax Advisor Washington State Department of Revenue (External link) Washington StateBoard of TaxAppeals (Externallink) Board of Appeals/Equalization Districts Report iMap Recorder's Office Scanned images ofsurveys and othermap documents Notice mailing date:07/20/2017 Updated: March 17, 2016 Share Tweet Email Print Search Kingcounty.gov Home How do I... Services About King County Departments King County Department of Assessments Information for... Residents Businesses Job seekers Volunteers King County employees Do more online Trip Planner Property tax information & payment Jail inmate look up Parcel viewer or iMap Public records More online tools... Get help Contact us Customer service Phone list Employee directory Stay connected! View King County social media © King County, WA 2016 Privacy Accessibility Terms of use Information for...Do more online Get help Fair, Equitable, and Understandable Property Valuations You're in: Assessor >> Look up Property Info >> eReal Property Departmentof Assessments 500 FourthAvenue,Suite ADM- AS-0708,Seattle, WA98104 Office Hours: Mon - Fri 8:30 a.m. to4:30 p.m. TEL: 206- 296-7300FAX: 206-296-5107TTY: 206-296-7888 Send usmail ADVERTISEMENT New Search Property Tax Bill Map This Property Glossary of Terms Area Report Property Detail PARCEL ParcelNumber 162305-9062 Name GILROY FAMILY LLC SiteAddress 2829 NE 3RD ST Legal LOT 4 OF RENTON SHORT PLAT #LUA-02-065-SHPL REC #20021217900004 SD SP DAF - NW 1/4 OFNW 1/4 OF SD SEC BEG AT NE COR OF NW 1/4 OF NW 1/4 OF TH N 89-12-42 W ALG N LN OF SD SEC 16 315.66 FT TH S 01-08-26 W 660.30 FT TH N 89-12-42 W 135.58 FT TH S 01-08-26 W 659.51 FT M/L TOS LN OF SD NW 1/4 OF NW 1/4 TH S 89-06-38 E ALG SD S LN 452 FT TO SE COR OF SD NW 1/4 OF NW1/4 TH N 01-06-27 E 1320.61 FT M/L TO POB LESS RDS BUILDING 1 Year Built 2005 Building Net Square Footage 6705 Construction Class WOOD FRAME Building Quality AVERAGE Lot Size 90605 Present Use Mini Warehouse Views No Waterfront TOTAL LEVY RATE DISTRIBUTION Tax Year: 2017 Levy Code: 2100 Total Levy Rate: $12.67017 Total Senior Rate: $7.67430 43.54% Voter Approved Click here to see levy distribution comparison by year. TAX ROLL HISTORY ValuedYear TaxYear Appraised LandValue ($)Appraised ImpsValue ($)AppraisedTotal ($)Taxable LandValue ($)Taxable ImpsValue ($)TaxableTotal ($) 2017 2018 860,700 3,618,100 4,478,800 860,700 3,618,100 4,478,800 2016 2017 838,000 2,872,300 3,710,300 838,000 2,872,300 3,710,300 2015 2016 838,000 2,386,300 3,224,300 838,000 2,386,300 3,224,300 2014 2015 815,400 1,791,000 2,606,400 815,400 1,791,000 2,606,400 2013 2014 724,800 1,975,200 2,700,000 724,800 1,975,200 2,700,000 2012 2013 724,800 1,975,200 2,700,000 724,800 1,975,200 2,700,000 2011 2012 0 0 0 724,800 2,244,000 2,968,800 2010 2011 724,800 1,975,200 2,700,000 724,800 1,975,200 2,700,000 2009 2010 634,200 2,433,800 3,068,000 634,200 2,433,800 3,068,000 2008 2009 634,200 2,242,100 2,876,300 634,200 2,242,100 2,876,300 2007 2008 453,000 2,103,600 2,556,600 453,000 2,103,600 2,556,600 2006 2007 407,700 1,889,100 2,296,800 407,700 1,889,100 2,296,800 2005 2006 362,400 1,011,700 1,374,100 362,400 1,011,700 1,374,100 2004 2005 362,400 0 362,400 362,400 0 362,400 2003 2004 362,400 0 362,400 362,400 0 362,400 2002 2003 310,900 0 310,900 310,900 0 310,900 2001 2002 675,000 0 675,000 675,000 0 675,000 ADVERTISEMENT ReferenceLinks: King County TaxingDistricts Codes andLevies (.PDF) King County Tax Links Property Tax Advisor Washington State Department of Revenue (External link) Washington StateBoard of TaxAppeals (Externallink) Board of Appeals/Equalization Districts Report iMap Recorder's Office Scanned images ofsurveys and othermap documents Notice mailing date:07/20/2017 Search Kingcounty.gov Home How do I... Services About King County Departments King County Department of Assessments Information for... Residents Businesses Job seekers Volunteers King County employees Do more online Trip Planner Property tax information & payment Jail inmate look up Parcel viewer or iMap Public records More online tools... Get help Contact us Customer service Phone list Employee directory Stay connected! View King County social media © King County, WA 2016 Privacy Accessibility Terms of use 2000 2001 675,000 0 675,000 675,000 0 675,000 1999 2000 225,300 0 225,300 225,300 0 225,300 1998 1999 225,300 0 225,300 225,300 0 225,300 1997 1998 0 0 0 225,300 0 225,300 1996 1997 0 0 0 225,300 0 225,300 1994 1995 0 0 0 225,300 0 225,300 1992 1993 0 0 0 225,300 0 225,300 1990 1991 0 0 0 225,300 0 225,300 1988 1989 0 0 0 225,300 0 225,300 1986 1987 0 0 0 225,300 0 225,300 1984 1985 0 0 0 225,300 0 225,300 1982 1983 0 0 0 193,500 0 193,500 ADVERTISEMENT Updated: March 17, 2016 Share Tweet Email Print Information for...Do more online Get help Appendix B Resource Review & Off-site Analysis Documentation 6RLO0DS².LQJ&RXQW\$UHD:DVKLQJWRQ 5HQWRQ6WRU+RXVH 1DWXUDO5HVRXUFHV &RQVHUYDWLRQ6HUYLFH :HE6RLO6XUYH\ 1DWLRQDO&RRSHUDWLYH6RLO6XUYH\ 3DJHRI 47° 29' 15'' N 122° 10' 57'' W47° 29' 15'' N122° 10' 45'' W47° 29' 4'' N 122° 10' 57'' W47° 29' 4'' N 122° 10' 45'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 10N WGS84 Feet Meters Map Scale: 1:1,560 if printed on A portrait (8.5" x 11") sheet. 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