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18-102029
CITY OF . Federal Way Centered on Opportunity August 22, 2018 KK General Contractors LLC Kushal "Ken" Kumar 29645 18a' Ave S, Unit B301 Federal Way, WA 98003 RE: Permit #18-102029-00 EN; 18THAVENUES SHORT PLAT, Federal Way *NO SITE ADDRESS* Dear Mr. Kumar: CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor Streetlighting plans submitted on August 8, 2018 have been reviewed. Please make the following revisions: 1. Add the City of Federal Way approval block with project number in the lower right comer. 2. Use current, approved detail drawings without omissions. The drawings on sheets 2 and 3 are not current and some have been altered. 3. The pole number should start with "1652". Please add to the luminaire schedule. 4. The streetlights along the private plat road will be privately maintained; therefore they must be on a separate circuit from the public road streetlights on 18th Ave S and connected to a separate cabinet. 5. Construction Notes, Note 2: Please Tecify LEOTEK GCM 1 30F MV NW 3 GY 700 "with 7-gm connector" for the public lights on 18 Ave S. The private streetlights on the plat road do not need the 7-pin connector. 6. Provide overhead utility line locations and heights and identify any conflicts. Please submit two sets for further review. If you have any questions, you may contact me at (253) 835-2732 or at ann.dower@cityoffederalway.com. Sincerely, Ann Dower Senior Engineering Plans Reviewer AD:mt cc: Scott Bonifield, 30346 10`h Ave S, Federal Way, WA 9800 f-4104 Harry Donald Hobbs, P.E.,TrafEEx NW, 11410 NE 124`" St. Ste #590, Kirkland, WA 98034 Sarady Long, Senior Transportation Planning Engineer Cole Elliott, P.E.; Development Services Manager Pf/ad df 18-102029-00-EN \\CFWFILE1\Applications\CSDCTROD\doc \save\151536_78174_22085918.DOC AkCITY OF Federal Way June 8, 2018 Scott Bonifield 30346 10`h Ave S Federal Way, WA 98003-4104 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Economic Development RE. Permit #18-102029-00-EN; 18THAVENUES SHORT PLAT,18`h Avenue S, Federal Way Dear Mr. Bonifield: The Public Works Department has completed a first review of the 18th Ave Short Plat project has been completed. The plans submitted on May 10, 2018 will need to be revised as follows: General: 1. Drawings are required to be no smaller than 1" = 20'. When the plans have been scaled appropriately, the road designs will be reviewed in more detail. 2. Each sheet must be signed and dated by the engineer. 3. Update and correct all City notes. "General notes" on these plans are missing items 1 and 8 from the notes provided on the City website. "Drainage Notes" is missing "G" from the City website notes. "Erosion Control Notes" need corrections to items 7, 9, 12, and 16. Sheet 2 Existing Conditions 4. Add surveyor's stamp, signature, and date to the existing conditions sheet. 5. Survey and stationing must be tied to an existing monument. Sheets 4-5 Erosion Control 6. Provide perimeter protection for Lot 1. 7. Provide perimeter protection where necessary to protect the neighbor's property between Lots 1 and 9. 8. Will Tract A serve as a sediment trap? Provide profile views with outlet structure. Show interceptor swales and ditches or pipe that directs runoff to the sediment trap. \\CFWFILE 1 \Applications\C SDC\PROD\docs\save\ 15153 6_77741 _ 16160412.DOC Sleet 6 Road and Gradina Plan 9. Verify that all existing and proposed utilities, poles and obstacles, roadway centerline, edge of pavement, ditches, and 3-foot right-of-way dedication are shown. Some of this may be on the plans, but it is not clear at the scale provided. 10. Shading and printing are overlaid so that the printing is illegible in places. Verify that plans are legible on printed paper before resubmitting. Do not include unnecessary information, such as the construction entrance, on the road and grading plan. 11. The applicant and engineer have stated that the property owner in the center of the U-shaped road has agreed to take access off the private roadway, not off of 18'' Ave SW. Therefore the plans must show the existing driveway closure and a driveway for that property off of the private road. An access agreement must also be recorded. 12. City standard curb cuts are required at the two entrances onto 18`h Ave SW. 13. Tapers are required for road widening, at a rate of WS2/60. 14. A profile view of 18`h Ave S improvements must be provided showing centerline and flowline elevations. Maintain a 2% cross -slope. Provide centerline and flowline elevations at 50' foot intervals. 15. Show mailbox locations and verify that the USPS has approved the location. 16. Split the road profile for the onsite roadway so that the profiles are both west -to -east like the plan view, and are at 1:20 horizontal scale, 1:5 vertical. 17. Show all utilities and any open cuts required for utilities on 18ffi Ave S. 18. Type 1 catch basins are required to have a maximum 5' between invert and rim. 19. Show the pipes leading into and out of CB 6 and CB 7 with solid lines. 20. Show project benchmark description, location and elevation. Provide vertical datum (KCAS or NGVD-29). 21. The rim of MH #5 does not match between the profile view and the detail view on Sheet 8. Sheet 7 Notes and Details 22. Use City standard details for catch basins and sidewalk within 18ffi Ave SW. 23. Provide vaned grate detail, City Standard Detail #44 0. Sheet 8 Storm Pond and Details 24. The plan and profile views of the pond do not appear to match up for the invert elevations. 25. Label the CB's in the section views. \\CFWFILE I \Applications\CSDC\PROD\docs\save\1 51536 77741 16160412.DOC 26. Provide sizes for rip rap pads. 27. The control structure detail does not depict a beehive grate as specified. Technical Information Repo 28. Provide a final TIR. 29. Include sizing calculations for the sediment trap. 30. Include the SWPPP for the NPDES permit. 31. When sizing the pond, lots must be counted as 4,000 square feet per lot, or an impervious area restriction must be put on the face of the plat. Please resize or indicate the amount of impervious area per lot that the pond is sized for and place it on the plat map. 32. Each BMP must be reviewed. Basic dispersion, in particular, could work for some portion of each lot. Please revise. Landsca a .Plan submitted separately on 04/ 02/18 33. Show street trees in the planter strip on 18t' Ave S. Street trees must be chosen from the City's street tree list (see City Standard Detail #3-48 enclosed) and be 2' 1/2" caliper. 34. City planting detail 3-29 (enclosed) must be included in the plans. 35. Move proposed onsite trees out of the driveway locations. Comments from South King Fire and Rescue are attached. Planning Department had no comments on this submittal. Streetlight review and traffic comments will follow at a later date. Please complete the enclosed worksheets so that bonding documents can be created. Please provide two sets of revised civil and landscape plans and one final, complete TIR for review. Please contact me at 253-835-2732 or at ann.dowe ci fPederalw4 .coin if you have any questions. Sincerely, Ann Dower Senior Engineering Plans Reviewer cc: Cole Elliott, P.E.; Development Services Manager Becky Chapin, Associate Planner Project File/ad Day File Enclosure: SKF&R comments; City Detail 3-29; Bond and Assignment of Funds Worksheets \\CFWFILE 1 \Applications\C SDC\PROD\docs\save\ 15153 6_77741 16160412.DOC CITY OF Federal Way Centered on Opportunity December 5, 2018 Scott Bonifield 30346 10th Ave S Federal Way, WA 98003-4104 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityofiederalway, com Jim Ferrell, Mayor RE: Permit #18-102029-00-EN; 18th Avenue S Short Plat ;*NO SITE ADDRESS*, Federal Way Dear Mr. Bonifield: A second review has been completed of the engineering plans. Please make the following revisions. TECHNICAL INFORMATION REPORT Project Summary 1. The project summary is not accurate and appears to be the one used for the single family house that was build previously. The existing house cannot use basic dispersion any longer as the lot is inadequately sized to accommodate this BMP. Rewrite the summary to address the entire plat and state that the existing lot drainage will be revised to drain into the pond. Developed Site Hydrology 2. Include a copy of the Anstey Engineering Soil Investigation with soil logs. Complete the sentence discussing limited impervious area on the lots (3,000 sf) and use the Restricted Footprint BMP (C.2.9.2) to meet the BMP requirement. 4. Include a discussion of limited dispersion in this list of applicable BMP's . 5. The TIR incorrectly assumes that perforated pipe connections are optional. As stated in the 2016 King County Surface Water Design Manual, section C.2.11, perforated pipe is required. Add here and correct this statement on page 7. . Requirement #6 Maintenance and Operations 6. Correct this statement. The storm pond tract and piped drainage will not be transferred to the City but will be maintained by the homeowners association. 7. Include maintenance schedule and procedures that will be provided to the HOA to keep the pond and storm system functioning. December 5, 2018 Mr. Scott Bonifield Permit #18-102029-00-EN; 18th Avenue S Short Plat Page 2 of 3 WWHM Calculations 8. The detention portion of the pond that was modeled is not the same as the detention that is drawn on the plans. Model the detention provided or revise the plans to fit the model. 9. Provide written verification from Filterra that the units have been placed and sized adequately. PLANS ALL SHEETS 10. I do not typically comment on drafting, however, the illegibility of this plan set makes it necessary. Due to the similarity of the line weights and the dash patterns used, and because it appears some lines have been drawn incorrectly or left on the sheet unnecessarily, utilities are very difficult to identify. Label sewer lines "SS". Label Water lines "W". Label storm drain lines "SD". Label roof drains "RD". Line weights are so heavy that the connections are difficult to see. Revise lines used for utilities to clarify the drawings. 11. Throughout the plan set, show and call out the 3' right-of-way dedication. Separate it from the private road and do not include a curved right-of-way to accommodate curb returns since the road is not designed for them. The dedication must extend across the private road as well as the lots. Sheet 1 12. Correct the "Roof area note" to be "Impervious Area Note" and to read "3,000 square feet of impervious area", not roof area. Also add "this includes Lot 1, which will be limited to no new impervious area as shown on Sheet C2 "Existing Condtions". 13. Provide a legend. Sheet 2 14. Show the existing house, all impervious areas, and storm system. Sheet 6 (18Ih Ave S Plan and Profile) 15. Curb and gutter is required along the full frontage of the property, including across parcel #367440-0141. Make this clear on the plans. 16. Both private road entrances must be revised to meet current ADA standards. 17. According to the response letter, the neighbor did not agree to closing his driveway on 181h Ave S, however a letter was provided on stating that he will cooperate. Clarify on the plans that the driveway for parcel #367440-0141 is to be closed. 18. A paved walkway rrust be provided across parcel #367440-0141 connecting the new sidewalks across the property frontage to meet ADA and pedestrian connectivity requirements. Typical city sidewalk or a paved asphalt path matching up to the new sidewalks must be provided. 19. Note grading as necessary behind the new curb and walkway to provide a safe transition between the 18-102029-00-EN \\CFWFILE I\Applications\CSDC\PROD\docs\save\151536-78515_30082844,DOC December 5, 2018 Mr. Scott Bonifield Permit #18-102029-00-EN; 18th Avenue S Short Plat Page 3 of 3 20. Label 181h Ave. S. 21. Attention has not been given to standard drafting practices. Lettering must be at least 10 point font, even on details that have been cut and pasted into the plans. Retype it if you need to. Lettering is typically done horizontally, but if vertical lettering is required it is typically done so that it is legible from the right-hand side of the sheet, not the left. "Existing" information should be shaded back or removed from this "proposed" plan for clarity. Several unidentified lines have been left within the drawing and must be explained or, if not necessary, removed. The dotted shading within the roadway must be identified. 22. Show the storm drainage system, the Filterra units, and the tie-in to existing storm drainage on the profile. 23. Show the overlay on the profiles of the street improvements. 24. For the homes, specify perforated pipe connections on the drainage plans. 25. Note on the plans that the existing roof drains for Lot 1 must be re-routed to connect to the detention pond. Show existing drainage and how the connection(s) will be made. 26. The Filterra Unit must be placed within the planter strip (not the gutter) and away from the driveway to provide adequate sight distance. Sheet 8 27. The Filterra units include a tree grate for a tree. Trees do not belong within the roadway driving lanes. Revise. Sheet 9 28. The plans show CB 7 as a Filterra Unit, but no detail is provided. Is it the same as for CB's 1 and 3? Sheet 10 29. Provide the elevation of the orifice in the control structure. Please provide one set of revised plans and one revised Technical Information Report for review. If you have any questions, please contact me at (253) 835-2732 or at ann.dower@cityoffederalw4y.com. Sincerely, Ann Dower Senior Engineering Plans Reviewer AD:mt cc: Cole Elliott, P.E.; Development Services Manager 48wpft" df I8-W2029-00-EN \\CF W FiLE 1\Applications\CSDC\PROD\docs\save\ 151536_78515_30082844,DOC Anstey Engineering 8627 NE 180th Street Bothell, WA 98011 Phone: 206-303-7639 Fax: 425-486-0267 E-mail: benanstey@ansteyengineermg.com January 11, 2019 SES :.: , ,-ice. JAB! !'1 1019 CITY r,L VAY t't+�.F.I�IT COMMUNI i Subject: 18th Avenue Short Plat response to Comments of 12-5-18 For: 9 Lot Short Plat located at 29808 18th Avenue S, Federal Way, WA. Parcel No. 3674400135,140 & 145 File No. 17-102861-00-SU To: City of Federal Way Attn: Ann Dower CC: Ken Kumar 206-380-1535; Scott Bonifield email — kkgeneralcontractor@hotmail.com Dear Ann, In response to your comments of 12-5-2018 we have prepared the following: Plans: 10. Plans redrawn 11. 3' ROW dedication shown 12. Roof Area note revised 13. Legend provided 14. Existing house shown 15. Curb and gutter is provided across full frontage 16. Road Entrances revised to meet ADA 17. Neighbor agreed to go with access off of access road. 18. Sidewalk provided across frontage 19. Transition of grade behind curb shown. 20. 18th Ave S is labeled 21. Lettering updated 22. Filtera Units shown A 77 �" 23. Street Improvements shown on Profile 24. Perforated pipe connection called out for house connection to storm drainage system 25. Roof drain from Lot 1 shown to be rerouted to storm system. -Pcr-� p%pe wr 26. Filtera Units placed off of the roadway 27. Filtera Units have tree grate, tree is not in ROW, detail sheet 9 28. CB 7 is a type 1 catch basin 29. The elevation of the orifice of the control structure is shown- 447.3 -2 ft below outlet IE TIR 1. Project summary updated 2. Soil logs shown Page 1 of 2 Job No. AE16-41 3. Maintenance Requirements included 4. Discussion of limited Dispersion included 5. Perforated Pipe connections called out to be used for house roof drain connections 6. Maintenance revised to show Pond will be maintained by HOA 7. Schedule and Maintenance Procedures provided for pond maintenance 8 WWHM provided 9 Sketech from Filtera provided — We will coordinate installation with Filte a see &-Tmcreo, r � Yours twly, Ben'lienj&m P. Anstey, P.E. Civil Engineer Page 2 of 2 Job No. AE16-41 Gillette, Michael <MGillette@conteches.com> To:Ben Anstey Cc:Vandenhaak, Jelena Oct 5 at 4:07 PM Hi Ben, Following up our call from this afternoon. Attached is a sketch of the site, standard detail, and my recommendation for Filterras placed u/s of the pond. To provide enhanced treatment of 0.19 acres of PGIS, a 6x4 Filter a would be required. This sizing assumes each system is receiving drainage from half of the total 0.3 8 ac roads and 1.012 ac lawn, and the roof drains are bypassing straight to the pond. The sketch shows a 4x6 Filterra with a 2' junction chamber, which allows for piped/grated inlet flows. Total inside dimensions of the box would be 4'x8'. Please note the elevations on the standard detail. The inlet and outlet pipes can be placed at the same elevations if needed, but there needs to be enough freeboard u/s for water to back up 3' above the outlet invert. Approximate cost of this unit is $17,500 /ea delivered to the site. If you have any questions, please let us know! Thanks, Mike Gillette, E.I. Designer - Stormwater Products Contech Engineered Solutions 11815 NE Glenn Widing Dr. Portland, Oregon 97220 Off: 503-258-3150 Fax: 800-561-1271 f�i �i I [�tte�rr�,coi�tecf�es.coin www.Contech ES.com C=wo-NTECH® ENGINEERED SOLUTIONS March 8, 2019 Matthew Haringa, P.E. Interlaken Engineering and Design, PLLC Seattle, WA Re: Filterra System Review — Kumar Estates Project Dear Mr. Haringa, RESUBMITTED APR 19 2019 CRY OF FEDERAL WAY COMMUNRY DEVELOPMENT Contech Engineered Solutions LLC ii81S NE Glenn Widing Dr. Portland, OR 97220 www,ContechES.com Contech Engineered Solutions, LLC has reviewed the plans prepared Interlaken Engineering and Design, PLLC. dated (01/11/19) for the Kumar Estates Project. Based on the information provided for review, it appears that the Filterra system designed for the project meet the following criteria required as part of the GULD: 1. The Filterra systems appear to have been designed according to the appropriate treatment flow rate and hydraulic conductivity allowed under the GULD. Bypass appears to be provided through an approved mechanism: Filterra Internal Bypass — Peak Diversion vaults. The systems appear to be specified to include all other components of the Filterra system including impermeable walls, media at proper depth, mulch layer, and approved plants; the system appears to be constructible; and the location of the Filterra on the site appears to allow adequate maintenance access. As a result, the Filterra units are expected to operate in accordance with Contech's design intent as well as the Filterra GULD. Please note that Contech has not reviewed the hydraulics of the collection system upstream or downstream of the Filterra system for accuracy. We are pleased to work with you on this project and look forward to our continued interactions throughout the planning and installation process. Please let me know if we can be of additional assistance. Sincerely, Kathryn Thomason, P.E. Senior Design Engineer kth om aso n @conteches. cam 503.258.3176 11/30/2018 Subject: 181h St Short Plat For: 9 Lot Short Plat located at 29808 18`h Avenue S, Federal Way, WA. Parcel No. 3 67440013 5,140 & 145 To: Mr. Chung Jun Kwak 29810 18'h Avenue South Federal Way, WA 98003 Legal: JEANNETTE SOUNDVIEW TRS POR W OF LN RNG S FR PT 122.04 FT E OF NW COR CC: Kushal Kumar 206-380-1535 email — kkgeneralcontractor&otmail.com Chung Jun Kwak, the owners of address above, parcel number 367440-0141 do hereby agree to have the access on 181h avenue closed and a new one provided by Kushal Kumar off the private road to be developed as part of the 9 Lot Short Plat adjacent to your property; city to make final approval for ingress and egress of new drive. In consideration of this fact, Kushal Kumar shall provide new, driveway and curbes. Please sign below to indicate your concurrence with this proposal 44 shhal Kumar r. Chung Jun Kwak State of Washington ) )ss. Couty of King ) On this day personally appeared -before me, chung J. Kwak and Kushal Kumar, the individuals described in and acknowledged to me that they executed the within and foregoing instrument s their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this _J� day of tt.! e M �4 r O/ g n cIRMNE MARM NOTARY PUBLIC in d for the State of Naboy Pok LV e� Washington, residing at 3C F 1 5r NC � ~r^uik? A-,wA ��yd My Commission Expires: d a Page 1 of 1 Job No. AE 16-41 .J' Anstey Engineering 8627 NE 180th Street Bothell, WA 98011 Phone: 206-303-7639 Fax: 425-486-0267 E-mail: benanstey@ansteyengineering.com October 12, 2018 Subject: 18th Avenue Short Plat response to Comments of 6-8-18 For: 9 Lot Short Plat located at 29808 181h Avenue S, Federal Way, WA. Parcel No. 3674400135,140 & 145 File No. 17-102861-00-SU To: City of Federal Way Attn: Ann Dower CC: Ken Kumar 206-380-1535; ScottBonifield email — kkgeneralcontractor@hotmail.com Dear Ann, 3 t � In response to your comments of 6-18-2018 we have prepared the following: u4n. y v � General ED 1. Plans drawn at 1 "=20' (ZF_M VV ff_ 2. Each Sheet signed and dated by Engineer 3. City Notes Updated Sheet 2 Existing Condition 4. Surveyor sheet with signed stamp included l 5. Survey tied to Access Road Stationing Sheet 4-5 ll" 6. . Perimeter protection, silt fence provided for lot 1 7. Perimeter protection provided for lot between lots 1 and 9 8. Yes Tract A will serve as a sediment trap, TIR updated, interceptor swales shown, detail A added. Sheet 6 Road and Grading Plans yV9. Existing utilities shown ' p 10: hading and printing update to be more clear bmt Gam^ '^1' 11. The neighbor changed his mind and no longer wants to change his access. ti- ity Standard Curb cuts per 3.06 shown on 18th Ave SW - aper of 9.5x35^2/60= 194 feet shown ro#ile of 18th Ave shown with improvements xisting Mailbox location shown- to be upgraded for new houses- box shown Access road profile redrawn IX Sewer open cut shown on 18th Ave 18. CBs adjusted, we are using Filters units for CB 1 and 3, grade adjusted for CB 2 and4 to maintain 5 foot max depth. Page 1 of 2 Job No. AE16-41 1-) Pipes in and out of CB 6 and 7 are solid Benchmark and datum shown on plans �.. Rim of MH#5ajusted to match In profile and detail Notes ed-Hetail Sheets City Standard Detail 4.01 used for CB and3.03 used for sidewalk on 18f' Ave SeVaned Grate Detail 4-10 shown cormond Detail 2 and profile inverts match CBs labeled in section views Lprap pads sized at 4'x4'x0.5' eehive grate detail called out for control structure Technical Information Report 28. Final TIR provided, silt trap included. Filtera included for WQ 29. Sediment trap sizing calculations provided 2x(0.174/0.00096)=363sf 30. SWPPP provided 31. Impervious area of 3,000.8sf max ,pei• lot called out on Drawing. Per WWHM 0.62 acres of roof/ 9 lots = 3,000.8sf roof area per lot. 32. Each BMP has been reviewed. The soil is not suitable for any infiltration BMPs including pervious pavement due to high ground water table at 20 inches. There is not room for an adequate flow path for basic dispersion as due to the size of houses and slope of lot a 25 foot flow path cannot be achieved. It may be possible to get some sheet flow dispersion off of the driveways but that will be minor. ( ?. C - a'.) Landscape Plan U5e' C'2 I - Z ?; PC - j+- 5 See Landscape plan by others Sot-:" Yours truly, �,��� 7. 4=�tey, P.E. Civil Engineer <.!.. , A-- - F, Page 2 of 2 Job No. AE16-41 1 t /6 F 81' , 130' 5 -1 4 5,/ 115W @ 240V = 0.4 AMP/LUM TOTAL LOAD = (6 X 0.4) = 2.4 AMPS 4 110, 46' Path B 5' Path A Vd=2ALR =2(2.4)(5+5+10+46+5=71)R = 340.8R =2(1.2)(5+145+10=160)R = 384R =2(0.8)(5+81+5=91)R = 145.6R =2(0.4)(5+130+10=145)R = 116R = 986AR R= 0.000809 FOR #8 TOTAL = 0.80 VOLTS 3 136' MCR71"WEST TRAFFIC EXPERTS Path B Vd=2ALR =2(2.4)(5+5+10+46+5=71)R = 340.8R =2(0.8)(5+110+5=120)R = 192R =2(0.4)(5+136+10=151)R = 120.8R = 653.6R R= 0.000809 FOR #8 TOTAL = 0.53 VOLTS POLE & BRACKET POLE & BRACKET 2(0.4)(45)(.001290) = 0.046 VOLTS 2(0.4)(45)(.001290) = 0.046 VOLTS TOTAL = 0.53 + 0.05 = 0.58 VOLTS TOTAL = 0.80 + 0.05 = 0.85 VOLTS Path A has highest voltage drop. 0.85V/240V = 0.0035 = 0.35% < 5% THEREFORE #8 WIRE OK LDH 8-3-18 Kumar Estates AUG 0 8 2018 Figure 1 Line Loss Calculations CrrY OF FEDERAL WAY COMMUNITY DEVELOPM r TNaRj7qffE4x TRA FF/C EXPERTS Luminaire Definition(s) IES GCM1-30E-MV-WW-3-XX-7001 GCM1-30E-MV-WW-3-XX-700 Filename IES GCM1-30E-MV-WW-3-XX-700111315.ies Lumens Per Lamp N.A. Number of Lamps 1 Total Lamp Lumens N.A. Arrangement Lamp Lumens N.A. Arrangement Luminaire Lumens 6981 Luminaire Lumens 6981 Luminaire Efficiency (%) N.A. Total Light Loss Factor 0.950 Luminaire Watts 68.77 Arrangement Wafts 68.77 Arrangement SINGLE Arm Length 11.5 Offset 0 Pole Mounted Road Classification Type III, Medium, N.A. (deprecated) Upward Waste Light Ratio 0.00 Luminaire Classification System (LCS) Lumens % Lamp % Luminaire LCS-FL 350.6 N.A. 5.0 LCS-FM 1951.0 N.A. 27.9 LCS-FH 2182.5 N.A. 31.3 LCS-FVH 124.8 N.A. 1.8 LCS-BL 324.4 N.A. 4.6 LCS-BM 1282.8 N.A. 18.4 LCS-BH 726.1 N.A. 10.4 LCS-BVH 38.7 N.A. 0.6 LCS-UL 0.0 N.A. 0.0 LCS-UH 0.0 N.A. 0.0 Total 6980.9 N.A. 100.0 BUG Rating B2-UO-G2 Indoor Classification Direct LER 102 IES GCM1.30E-MV-WW-3-XX-7001 1 GCM1-30E-MV-WW-3-XX-700 6' Arm Filename IES GCM1-30E-MV-WW-3-XX-700111315.ies Lumens Per Lamp N.A. Number of Lamps 1 Total Lamp Lumens N.A. Arrangement Lamp Lumens N.A. Arrangement Luminaire Lumens 6981 1 AG132- Copyright 1999-2018 by Lighting Analysts, Inc. 7f3112010 Job Rio: Kumar Light LevelsAGl Calculations based on published IES Methods and recommendations, values rounded for display purposes. Results derived from content of manufacturers photometric file. T1V L7)q TH WEffEx Ti4A FF/C EXP R rs Luminaire Definition(s) - Cont. Luminaire Lumens 6981 Luminaire Efficiency (%) N.A. Total Light Loss Factor 0.950 Luminaire Watts 68.77 Arrangement Watts 68.77 Arrangement SINGLE Arm Length 7.5 Offset 0 Pole Mounted Road Classification Type III, Medium, N.A. (deprecated) Upward Waste Light Ratio 0.00 Luminaire Classification System (LCS) Lumens % Lamp % Luminaire LCS-FL 350.6 N.A. 5.0 LCS-FM 1951.0 N.A. 27.9 LCS-FH 2182.5 N.A. 31.3 LCS-FVH 124.8 N.A. 1.8 LCS-BL 324.4 N.A. 4.6 LCS-BM 1282.8 N.A. 18.4 LCS-BH 726.1 N.A. 10.4 LCS-BVH 38.7 N.A. 0.6 LCS-UL 0.0 N.A. 0.0 LCS-UH 0.0 N.A. 0.0 Total 6980.9 N.A. 100.0 BUG Rating B2-UO-G2 Indoor Classification Direct LER 102 AGO- Copyright 1999-2018 by Lighting Analysts, Inc. Job File: Kumar Light Levels.AGI Calculations based on published IES Methods and recommendations, values rounded for display purposes. Results derived from content of manufacturers photometric file. 2 7131r2018 fEX ri THWEST TRAFFIC EXPERTS' Calculation Summary 18th Project: Project 1 Polygon Coordinates in Feet Point Spacing L-R 5 Point Spacing T-B 5 Grid Orient 0 Grid Tilt 0 Meter Type Horizontal Illuminance (Fc) Average 0.49 Maximum 0.89 Minimum 0.15 Avg/Min 3.27 Plat Road Project: Project-1 Polygon Coordinates in Feet Point Spacing L-R 5 Point Spacing T-B 5 Grid Orient 0 Grid Tilt 0 Meter Type Horizontal Illuminance (Fc) Average 0.60 Maximum 0.90 Minimum 0.21 Avg/Min 2.86 AGi32- Copyright 1999-2018 by Lighting Analysts, Inc. Job Fk Kumar Light Levels.AGI Calculations based on published IES Methods and recommendations, values rounded for display purposes. Results derived from content of manufacturers photometric file 7/3112018 Ph. 253-896-1011 Fz. 253-896-2633 KK General Contractor, LLC 29645 18th Avenue South, B-301 Federal Way, WA 98003 (206) 380-1535 Kkgeneralcontracting@hotmail.com Attn: Mr. Ken Kumar GeoReLdrees, LLC 5007 Pacific Hwy. E, Suite 16 Fife, Washington 98424 June 30, 2016 i Geotechnical Engineering Report Proposed Residential Short Plat 29808 18m Avenue South Federal Way, Washington PN: 3674400135 Doc ID: KKGeneral.18thAveS.RG INTRODUCTION This geotechnical report presents the results of our recent site visit, subsurface explorations, literature research, and engineering analysis for the proposed residential development to be constructed on the tax parcel 3674400135 at 29808 18th Avenue South, Federal Way, Washington. The location of the site is shown in the attached Site Vicinity Map, Figure 1. Our understanding of the project is based on our discussions with you, our site visit on June 1, 2016, our review of publicly available soils data, our subsurface explorations, our past experience in the project vicinity, and our understanding of the City of Federal Way development Codes. We understand that you propose to subdivide the 4 parcels into 9 new single-family residential building lots. The future residences will be conventional wood -framed structures supported on continuous cast -in -place spread and column foundations. The plat will include a new road from 18th Avenue South, new underground utilities, and other associated infrastructure. The site location is shown on the attached Site Location Map, Figure 1. SCOPE The purpose of our services was to evaluate the surface and subsurface conditions at the site as a basis for providing geotechnical recommendations and design criteria for the proposed development. Specifically, our scope of services, for the project included the following: 1. Reviewing the available geological and geotechnical literature for the site area; 2. Exploring subsurface conditions under the site by monitoring the excavation of a series of 6 to 8 test pits at select locations across the site; 3. Collecting select soil samples from the explorations and conduct grain size tests, as appropriate; 4. Providing geotechnical conclusions and recommendations regarding site grading activities, including site preparation, subgrade preparation, fill placement criteria, suitability of on -site soils for use as structural fill, temporary and permanent. .�EanEIVED fill slopes; + MAY 10 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT KKGeneral. 1 8thAveS.RG June 30, 2016 Page 2 5. Providing conclusions regarding potentially using shallow foundations and floor slab support and design criteria, including bearing capacity and subgrade modulus if appropriate; 6. Addressing the City of Federal Way's Critical Areas Ordinance, as applicable; 7. Providing our opinion about the feasibility of on -site infiltration, including a preliminary design infiltration rate based on grain size data as applicable; and 8. Providing recommendations for erosion and sediment control during we weather grading and construction. Our services were completed in accordance with our May 19, 2016 Proposal for Geotechnical Engineering Services. We received your written notice to proceed the next day. SITE CONDITIONS The subject parcel is located at 29808 181h Avenue South in the northern portion of Federal Way, Washington. The parcel is generally rectangular shape that measures 91 feet wide (north to south) by 363 feet deep (east to west) and encompasses about 0.73 acres. The site currently has one residence in construction but is otherwise unoccupied. The site is bounded by existing residences on the north and east, a single family residence and undeveloped lot to the south, and 18th Avenue South to the west. The ground surface on the eastern portion of the site slopes down to the west at about 20 percent or less. Near the center of the lot, the slope runs out leaving the western portion of the parcel generally flat. Total topographic relief across the site is on the order of 25 feet. The existing site configuration with topographic contours obtained from the King County GIS Maps website are shown on the attached Site and Exploration Plan, Figure 2b. The site is currently covered with a combination of tall grasses, weeds, native understory, mature trees, and black berries. Site Soils The USDA Natural Resource Conservation Service (NRCS) Web Soil Survey for King County maps the soils in the area of the site as Alderwood gravelly sandy loam (AgD) and Arents, Alderwood material (AmB). The Alderwood soils are derived from glacial till deposits that form on 8 to 15 percent slopes. The Alderwood soils are described as having a ,'moderate" erosion hazard and are listed in hydrologic soils group C. The Arents soils are derived from basal glacial till deposits that form on 0 to 6 percent slopes. The Arents soils are listed in hydrologic soils group B/D. A copy of the SCS map is included as Figure 3. Site Geology The Geological Map of the Poverty Bay 7.5 minute Quadrangle, Washington, by Derek B. Booth, Howard H. Waldron, and Kathy G. Troost (2003) indicates the site underlain by Vashon glacial till (Qvt) with nearby areas as Vashon advance outwash deposits (Qva). These glacial soils were deposited during the most recent Vashon Stade of the Fraser Glaciation, approximately 12,000 to 15,000 years ago. The advance outwash soils consist of a poorly sorted, lightly stratified mixture of sand and gravel that may contain localized deposits of clay and silt that were deposited by meltwater streams emanating from the advancing ice mass. The glacial till consists of a heterogeneous mixture of clay, silt, sand, and gravel that was deposited at the base of the prehistoric continental glacial ice mass and was subsequently over -ridden. As such, the glacial till, and advance outwash, are considered overconsolidated and exhibits high strength and low compressibility characteristics. No areas of landslides or KKGenera 1.18thAveS. RG June 30, 2016 Page 3 landslide debris are mapped on or within the vicinity of the site. An excerpt of the referenced geologic map is attached as Figure 4. Subsurface Conditions We explored surface and subsurface conditions on June1, 2016. We excavated 5 test pits on the subject property to depths of approximately 3.5 to 5.5 feet. The test pits were excavated by a licensed earthwork contractor working for GeoResources. The approximate locations of the test pits are shown in the attached Site and Exploration Plan, Figure 2. Descriptive test pit exploration logs have been attached as Figure 6a and 6b. The specific number, locations, and depths of our explorations were selected by GeoResources based on access limitations and encountered stratigraphy. Approximate locations were determined by taping and pacing from features shown on the King County Public GIS iMap and on the provided site plan. Elevations were determined by interpolating between elevation contours shown on the referenced maps. Therefore, the locations depicted on Figure 2 should be considered accurate only to the degree implied by our measuring methods. Our test pits encountered fairly uniform subsurface conditions that generally confirmed the USGS mapped stratigraphy and the SCS soils designation. In general, our explorations encountered about 1.3 to 3 feet of brown silty sand with wood and construction debris (Fill) and 1.3 to 2.2 feet of tan silty sand with gravel and some boulders and minor orange mottling in a medium dense and moist condition, which we interpret to be weathered glacial till. Underlying these surficial soils, our test pits generally encountered a grey silty sand with gravel and minor orange mottling in a dense to very dense and moist condition that was encountered to the full depth explored in all test pits. We interpret these soils to be glacial till. Groundwater Groundwater was not observed in our subsurface explorations. Given the mapped and encountered stratigraphy, including mottling in test pits TP-2, TP-3, TP-4 and TP-5, we anticipate that the site may be prone to a seasonal perched groundwater condition. Perched groundwater develops when the vertical infiltration of water through a shallow, more permeable soil horizon is slowed by a deeper less permeable soils type. Throughout the year, groundwater levels will typically fluctuate in response to changing precipitation patterns, off - site construction activities, and site utilization. GEOLOGIC HAZARDS The City of Federal Way Critical Areas Ordinance for Geologically Hazardous Areas (Chapter 19.05.0707G, 19.160, and Chapter 15.10) state "geologically hazardous areas shall mean areas that, because of their susceptibility to erosion, landsliding, seismic or other geological events, are not suited to siting commercial, residential or industrial development consistent with public health or safety concerns." The Revised Code of Federal Way is copied in italics, while our comments to the code are immediately following the code. Erosion Hazard Areas per Federal Way Revised Code Chapter 19.05.070.G(1) The City of Federal Way code defines erosion hazard areas as those areas having a "severe" or "very severe" erosion hazard due to natural agents such as wind, rain, splash, frost action or stream flow." The USDA NRCS maps the soils on the upland area as the Alderwood gravelly sandy loam formation which have a "Moderate to Severe" erosion hazard. Based on the mapping, the site does not meet the technical definition of an Erosion Hazard area per the City code. KKGeneral.1 8thAveS.RG June 30, 2016 Page 4 Provided BMPs are in place prior to the start of earthwork activities at the site, the site poses a low risk to surrounding and adjacent properties from potential erosion hazards. Landslide Hazard Areas per Federal Way Revised Code Chapter 19.05.070.G(2) The Federal Way City Code defines landslide hazard areas as "those areas potentially subject to episodic downslope movement of a mass of soil or rock including but not limited to the following areas: 1. Any area with a combination of: a. Slopes greater than 15 percent; b. Permeable sediment overlying a relatively impermeable sediment or bedrock; c. Springs or groundwater seeps. 2. Any area which has shown movement during the Holocene epoch, from 10,000 years ago to the present, or which is underlain by mass wastage debris of that epoch. 3. Areas potentially unstable as a result of rapid stream incision, stream bank erosion, and undercutting by wave action. 4. Areas located in a canyon or on an active alluvial fan, presently or potentially subject to inundation by debris flows or catastrophic flooding. 5. Areas that have a "severe" limitation for building site development because of slope conditions, according to the USDA SGS. 6. Those areas mapped as Class U (Unstable), Uos (Unstable old slides), and Urs (unstable recent slides) by the Department of Ecology. 7. Slopes having a gradient steeper than 80 percent subject to rock fall during seismic shaking" The site has slopes steeper than 15 percent, but no adverse or intersecting contacts are mapped or were observed on the site, nor were any seeps or springs noted on the site. No areas of mapped landslide debris or activity were noted on the published USGS geologic map or were observed during our site visit. No areas of alluvial fans are mapped nor were any alluvial fans noted in the vicinity of the site at the time of our site visit. The site soils (AgD, AmB) is listed as having a moderate to severe building limitations because of the slope. The site slopes are not steeper than 80 percent which are subject to rock fall during seismic shaking. Based on all of these conditions, it is our opinion that the site does not meet the technical definition of a Landslide Hazard area per the City of Federal Way code. Seismic Hazards per Federal Way Revised Code Chapter 19.05.070.G(3) The City of Federal Way Municipal Code defines seismic hazard areas as "those areas subject to severe risk of earthquake damage as a result of seismically induced ground shaking, slope failure, settlement or soil liquefaction, or surface faulting. These conditions occur in areas underlain by cohesionless soils of low density usually in association with a shallow groundwater table." Based on our observation and the subsurface units mapped at the site, we interpret the structural site conditions to correspond to a seismic Site Class "C" in accordance with Chapter 20 of ASCE 20. This is based on the likely range of equivalent SPT (Standard Penetration Test) blow counts for the soil types observed in the site area. These conditions were assumed to be representative for the conditions based on our experience in the vicinity of the site. These soils are not prone to liquefaction and do not constitute a seismic hazard area. Given the mapped stratigraphy of Vashon glacial till, which is considered overconsolidated, it is our opinion that the potential for liquefaction is minimal. KKGeneral.1 8thAveS.RG June 30, 2016 Page 5 Steep Slope Hazard per Federal Way Revised Code Chapter 19.05.070.G(4) The Federal Way City Code defines steep slope hazard areas as "those areas with a slope of 40 percent or greater and with a vertical relief of 10 or more feet, a vertical rise of 10 feet or more for every 25 feet of horizontal distance. A slope is delineated by established its toe and top and measured by averaging the inclination over at least 10 feet of vertical relief." The site does not have areas with slopes of 40 percent or greater. The site does not meet the criteria of a steep slope hazard area, in our opinion. CONCLUSIONS Based on our site observations and data review, subsurface explorations and our engineering analysis, it is our opinion that the construction of the proposed residential plat is feasible from a geotechnical standpoint, provided the recommendations included herein are incorporated into the project plans. The residences may be supported on new conventional spread footings or floor slabs bearing on competent native soils or on structural fill placed above these native soils. Stormwater infiltration on the site is not feasible within the glacial till soils at the site. Proper management of surface water runoff will be essential to reducing potential erosion. Proper surface drainage and erosion control measures should reduce the risk for future erosion and slope instability at the site. Recommended Setback Section 1805 of the International Building Code (IBC) requires a building setback from slopes that are steeper than 3H:1 V (Horizontal:Vertical). The setback distance is calculated based on the vertical height of the slope. The typical IBC setback from the top of the slope equals one third the height of the slope. If the default IBC setbacks cannot be met, we can provide recommendations for setback reduction by exploring and characterizing the shallow subsurface conditions. We anticipate that site grading will result in flat building pads. We can provide additional recommendations for building setbacks once the actual lot layout and site grading plans have been finalized. For planning purposes, the slopes steeper than 30 percent on the eastern side of the site have a vertical height 20 to 30 feet. These would require IBC setbacks on the order of 6 to 10 feet. Where this setback distance cannot be met, the foundation elements of the structure can be extended vertically to meet the horizontal setback distance. Where the foundation is extended vertically, we recommend that the setback be measured horizontally from the lower outside edge of the foundation element to the face of the slope, as shown on Figure 5. Seismic Hazards Based on our observation and the subsurface units mapped at the site, we interpret the structural site conditions to correspond to a seismic Site Class "D" in accordance with the 2012 IBC (International Building Code) documents and ASCE 7-Chapter 20 Table 20.3-1. This is based on the range of SPT (Standard Penetration Test) blow counts for the soil types observed in the site area. These conditions were assumed to be representative for the conditions based on our experience in the vicinity of the site. Liquefaction is a phenomenon where there is a reduction or complete loss of soil strength due to an increase in pore water pressure. The increase in pore water pressure is induced by seismic vibrations. Liquefaction mainly affects geologically recent deposits of loose, fine-grained sands that are below the groundwater table. Based on the density of the soils observed to underlie the site, it is our opinion that the risk for liquefaction to occur at this KKGenera 1.18thAveS. RG June 30, 2016 Page 6 site during an earthquake is negligible. Provided the design criteria listed below are followed, the proposed structure will have no greater seismic risk damage than other appropriately designed structures in the Puget Sound area. Site Preparation and Grading All structural areas on the site to be graded should be stripped of vegetation, organic surface soils, and other deleterious materials. Organic topsoil is not suitable for use as structural fill, but may be used for limited depths in non-structural areas. Stripping depths ranging from 4 to 6 inches should be expected to remove these unsuitable soils. Areas of thicker topsoil or organic debris may be encountered in areas of heavy vegetation or depressions. Where old fill is encountered it should be removed underneath building, utility, and roadways. Where placement of fill material is required, the stripped/exposed subgrade areas should be compacted to a firm and unyielding surface prior to placement of fill material. Excavations for debris removal should be backfilled with structural fill compacted to the densities described in the Structural Fill section of this report. We recommend that a member of our staff verify the exposed subgrade conditions after excavations are completed and prior to placement of structural fill or new foundations. The exposed subgrade soil should be proof -rolled and/or compacted to a firm and unyielding condition. We recommend that trees be removed by overturning in fill areas so that a majority of the roots are removed. Excavations for tree stump removal should be backfilled with structural fill compacted to the densities described in the Structural Fill section of this report. Soft, loose or otherwise unsuitable areas delineated during proof -rolling or probing should be recompacted, if practical, or over -excavated and replaced with structural fill. The depth and extent of overexcavation should be evaluated by our field representative at the time of construction. The areas of fill should be evaluated during grading operations to determine if they need mitigation; recompaction or removal. Structural Fill All material placed as fill associated with mass grading, as utility trench backfill, or under building areas should be placed as structural fill. The structural fill should be placed in horizontal lifts of appropriate thickness to allow adequate and uniform compaction of each lift. Fill should be compacted to at least 95 percent of MDD (maximum dry density as determined in accordance with ASTM D-1557). The appropriate lift thickness will depend on the fill characteristics and compaction equipment used. We recommend that the appropriate lift thickness be evaluated by our field representative during construction. We recommend that our representative be present during site grading activities to observe the work and perform field density tests. The suitability of material for use as structural fill will depend on the gradation and moisture content of the soil. As the amount of fines (material passing US No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. During wet weather, we recommend use of well -graded sand and gravel with less than 5 percent (by weight) passing the US No. 200 sieve based on that fraction passing the 3/4-inch sieve, such as Gravel Backfill for Walls (WSDOT 9-03.12(2)). If prolonged dry weather prevails during the earthwork and foundation installation phase of construction, higher fines content (up to 10 to 12 percent) may be acceptable. Material placed for structural fill should be free of debris, organic matter, trash and cobbles greater than 6-inches in diameter. The moisture content of the fill material should be adjusted as necessary for proper compaction. KKGeneral.1 8thAveS.RG June 30, 2016 Page 7 Suitability of On -Site Materials as Fill During dry weather construction, non -organic on -site soil may be considered for use as structural fill; provided it meets the criteria described above in the Structural Fill section and can be compacted as recommended. If the soil material is over -optimum in moisture content, it will be necessary to aerate or dry the soil prior to placement as structural fill. We generally did not observe the site soils to be excessively moist at the time of our subsurface exploration program. The areas of native sandy outwash material are comparable to sandy "pit run" and may be used for use as structural fill during moderate wet weather months. The silt interbeds encountered in test pits GR-TP02 and GR-TP06 had a significantly higher fines content and would be more comparable to "common borrow". The siltier soils should be suitable for use as structural fill provided the moisture content is maintained within 3 percent of the optimum moisture level. However, the high fines content makes these soils moisture sensitive. These soils will be difficult to adequately compact during extended periods of wet weather or where seepage occurs. We recommend that completed graded -areas be restricted from traffic or protected prior to wet weather conditions. The graded areas may be protected by paving, placing asphalt -treated base, a layer of free -draining material such as pit run sand and gravel or clean crushed rock material containing less than 5 percent fines, or some combination of the above. Foundation Support Based on the subsurface soil conditions encountered across the site, we recommend that spread footings for the new residences be founded on the native glacial outwash or on appropriately prepared structural fill that extends to suitable native soils. The soil at the base of the footing excavations should be disturbed as little as possible. All loose, soft or unsuitable material should be removed or recompacted, as appropriate. A representative from our firm should observe the foundation excavations to determine if suitable bearing surfaces have been prepared, particularly in the areas where the foundation will be situated on fill material. We recommend a minimum width of 24 inches for isolated footings and 16 inches for continuous wall footings. All exterior footing elements should be embedded at least 18 inches below grade for frost protection. Footings founded as described above can be designed using an allowable soil bearing capacity of 2,500 psf (pounds per square foot) for combined dead and long-term live loads. The weight of the footing and overlying backfill may be neglected. The allowable bearing value may be increased by one-third for transient loads such as those induced by seismic events or wind loads. A representative of GeoResources should evaluate the subgrade prior to placing concrete. Lateral loads may be resisted by friction on the base of footings and floor slabs and as passive pressure on the sides of footings. We recommend that an allowable coefficient of friction of 0.35 be used to calculate friction between the concrete and the underlying soil. Passive pressure may be determined using an allowable equivalent fluid density of 300 pcf (pounds per cubic foot). Passive resistance from soil should be ignored in the upper 1 foot. A factor of safety of 1.5 has been applied to these values. We estimate that settlements of footings designed and constructed as recommended will be less than 1 inch, for the anticipated load conditions, with differential settlements between comparably loaded footings of'h inch or less. Most of the settlements should occur essentially as loads are being applied. However, disturbance of the foundation subgrade during construction could result in larger settlements than predicted. We recommend that all foundations be provided with footing drains. KKGeneral.1 8thAveS.RG June 30, 2016 Page 8 Subgrade/Basement Walls Based on existing topography, we expect that some of the residences could have subgrade or basement walls, depending on the layout. The lateral pressures acting on subgrade and retaining walls (such as basement walls) will depend upon the nature and density of the soil behind the wall. It is also dependent upon the presence or absence of hydrostatic pressure. If the walls are backfilled with granular well -drained soil, the design active pressure may be taken as 35 pcf (equivalent fluid density). Where the walls are restrained from moving, we recommend an at -rest equivalent earth pressure of 50 pcf above groundwater and 80 pcf below groundwater, if encountered, be used for design. We assume a level backfill condition behind any proposed basement or subgrade wall. Adequate drainage behind retaining structures is imperative. Positive drainage which controls the development of hydrostatic pressure can be accomplished by placing a zone of coarse sand and gravel behind the walls. The granular drainage material should contain less than 3 percent fines. The drainage zone should extend horizontally at least 18 inches from the back of the wall. The drainage zone should also extend from the base of the wall to within 1 foot of the top of the wall. The drainage zone should be compacted to approximately 90 percent of the MDD. Over -compaction should be avoided as this can lead to excessive lateral pressures. Typical wall drainage and backfilling is shown on Figure 7. A minimum 4-inch diameter perforated or slotted PVC pipe should be placed in the drainage zone along the base and behind the wall to provide an outlet for accumulated water and direct accumulated water to an appropriate discharge location. We recommend that a nonwoven geotextile filter fabric be placed between the drainage material and the remaining wall backfill to reduce silt migration into the drainage zone. The infiltration of silt into the drainage zone can, with time, reduce the permeability of the granular material. The filter fabric should be placed such that it fully separates the drainage material and the backfill, and should be extended over the top of the drainage zone. Lateral loads may be resisted by friction on the base of footings and as passive pressure on the sides of footings and the buried portion of the wall, as described in the Foundation Support section. We recommend that an allowable coefficient of friction of 0.35 be used to calculate friction between the concrete and the underlying soil. Passive pressure may be determined using an allowable equivalent fluid density of 300 pcf (pounds per cubic foot). Factors of safety have been applied to these values. Floor Slab Support Slab -on -grade floors, where constructed, should be supported on the medium dense native soils or on structural fill prepared as described above. Areas of old fill material should be evaluated during grading activity for suitability of structural support. Areas of significant organic debris should be removed. We recommend that floor slabs be directly underlain by a minimum 4-inch thick layer of pea gravel or washed 5/8-inch crushed rock. This layer should be placed and compacted to an unyielding condition and should contain less than 2 percent fines. A synthetic vapor retarder is recommended to control moisture migration through the slabs. This is of particular importance where moisture migration through the slab is an issue, such as where adhesives are used to anchor carpet or tile to the slab. A subgrade modulus of 400 kcf (kips per cubic foot) may be used for floor slab design in the medium dense native soils. We estimate that settlement of the floor slabs designed and constructed as recommended, will be 1/2 inch or less over a span of 50 feet. Site Drainage KKGeneral.1 8thAveS.RG June 30, 2016 Page 9 All ground surfaces, pavements and sidewalks at the site should be sloped away from structures. The site should also be carefully graded to ensure positive drainage away from all structures and property lines. Surface water runoff from the roof area, driveways, perimeter footing drains, and wall drains, should be collected, tightlined, and conveyed to an appropriate discharge point. We recommend that footing drains are installed for the residence in accordance with IBC 1807.4.2, and basement walls (if utilized) have a wall drain as describe above. The roof drain should not be connected to the footing drain. Stormwater Infiltration ased an.our_site..observations,_subs.urfa ex fora#ions and laborato analysis, the site 4�0_luld not be considered for conventional infiltration of collected stormwater. The site is underr a�atiow ep s y g acla i w �c ids indurate soil- stormwater from the site should be collected and conveyed to an appropriate, approved discharge point. Dispersion BMPs may be considered, provided adequate flow paths can be maintained. Alternatively, low -impact development (LID) methods could be applied to the site, such as rain gardens and pervious or porous pavements. Additional testing and design may be required if LID methods are considered. We can perform the additional requirements under a separate scope of work at your request. Appropriate design, construction, and maintenance are required to ensure stormwater system function can be effectively maintained over time. It should be noted that special care is required during the grading and construction periods to avoid fine sediment contamination of the stormwater system. This may be accomplished by using an alternative storm water management location during construction or leaving the bottom of any systems 1 to 2 feet high, and subsequently excavating to the finished grade once the driveways are paved and landscaping is installed. All contractors working on the site (builders and subcontractors) should be advised to avoid "dirty" stormwater flowing to the site's stormwater system during construction and landscaping of the residences. No concrete trucks should be washed or cleaned on -site. Suspended solids could clog the underlying soil and reduce the effectiveness of the system. To reduce potential clogging of the stormwater systems, the system should not be connected to the stormwater runoff system until after construction is complete and the site area is landscaped, paved or otherwise protected. Temporary systems may be utilized through construction. Periodic sweeping of the paved areas will help extend the life of the stormwater system. Erosion Control Erosion protection measures will need to be in place prior to the start of grading activity on the site. Erosion hazards can be mitigated by applying Best management Practices (BMP's) outlined in the Washington State Department of Ecology's (DOE) 2005 Stormwater Management Manual for Western Washington. The City of Federal Way will require a temporary erosion and sediment control plan be prepared as part of the permit submittal documents. LIMITATIONS We have prepared this report for Mr. Ken Kumar and members of the design team for use in evaluating a portion of this project. The data used in preparing this report and this report should be provided to prospective contractors. Our report analyses, conclusions and interpreta- tions are based on data from others, our subsurface explorations and limited site reconnaissance, and should not be construed as a warranty of the subsurface conditions. KKGeneral.18thAveS.RG June 30, 2016 Page 10 Variations in subsurface conditions are possible between the explorations and may also occur with time. A contingency for unanticipated conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation should be provided by our firm during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether earthwork and foundation installation activities comply with contract plans and specifications. The scope of our services does not include services related to environmental evaluations or construction safety precautions. Our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report. If there are changes in the loads, grades, locations, configurations or type of facilities to be constructed, the conclusions and recommendations presented in this report may not be fully applicable. If such changes are made or site conditions change, we should be given the opportunity to review our recommendations and provide written modifications or verifications, as appropriate. We have appreciated working for you on this project. Please do not hesitate to call at your earliest convenience if you have questions or comments. Respectfully submitted, GeoResources, LLC Seth Mattos, GIT Geologist -in -Training Keith S. Schembs, LEG Principal - Engineering Geologist STM:KSS/kss Doc ID: KKGeneral.18thAveS.RG Attachments: Figure 1: Vicinity Map Figure 2: Site and Exploration Plan Figure 3: SCS Soil Survey Figure 4: USGS Geology Map Figure 5: USCS Classification Figure 6a,b: Test Pit Logs Figure 7: Typical Drainage and Backfill Detail Dana C. Biggerstaff, PE Senior Geotechnical Engineer •'_ - - 4 � •mot _ u, �. �f � LevdrcGo'. , _ _ s Federal Way G :re: °! _ 13-+5 i74 mtn r! - N I = Easter — Lake �.. 5313N 5i fI� r Steel Lake S j0&f� R Par N n Approximate Site Location Map created from King County Public GIS iMap (http://gismaps.kingcounty.gov/iMap/) to Scale GeoResources, LLC Site Location Map 5007 Pacific Highway East, Suite 16 Proposed Short Plat Fife, Washington 98424 29808 18th Avenue South Phone: 253-896-1011 Fax: 253-896-2633 Federal Way, Washington Doc ID: KKGeneral.18thAveS.F June 2016 Approximate Site Location Map created from King County Public GIS iMap (hftp://gismaps.kingcounty.gov/iMap/) GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Site and Exploration Map Proposed Short Plat 29808 18th Avenue South Federal Way, Washington Not to Scale Doc ID: KKGeneral. 1 8thAveS. F June 2016 Figure 2a Soil Type AgC AgD AmB Approximate Site Location Map created on the Natural Resources Conservation Service Web Soil Survey website (http://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx) Soil Name Parent Material Slopes Erosion Hazard Hydrologic Soils Group Alderwood gravelly sandy Glacial till 8 to 15 Moderate loam _ Alderwood gravelly sandy Glacial till 15 to 30 Moderate to Severe loam Arents, Alderwood material Basal till 0 to 6 Slight GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 NRCS SCS Soils Map Proposed Short Plat 29808 18th Avenue South Federal Way, Washington c C B/D Not to Scale Doc ID: KKGeneral.18thAveS.F I June 2016 A. r i ('U a , ly509 i ,•- 41 r►�. � ��w.r...j I J ' St Approximate Site Location Excerpt from the Geologic Map of the Poverty Bay 7.5 Minute Quadrangle, Washington by Derek B. Booth, Howard H. Waldron, and Kathy G. Troost (2003) Qw Wetlands deposits J Qvt Glacial till Qva Advance outwash deposits GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Not to Scale USGS Geologic Map Proposed Short Plat 29808 181h Avenue South Federal Way, Washington Doc ID: KKGeneral.18thAveS.F June 2016 1 J Figure 4 COARSE GRAINED SOILS More than 50% Retained on No. 200 Sieve FINE GRAINED SOILS More than 50% Passes No. 200 Sieve SOIL CLASSIFICATION SYSTEM 7 I MAJOR DIVISIONS GRAVEL More than 50% Of Coarse Fraction Retained on No. 4 Sieve SAND More than 50% Of Coarse Fraction Passes No. 4 Sieve SILT AND CLAY Liquid Limit Less than 50 SILT AND CLAY Liquid Limit II 50 or more HIGHLY ORGANIC SOILS NOTES: 1. Field classification is based on visual examination of soil in general accordance with ASTM D2488-90. 2. Soil classification using laboratory tests is based on ASTM D2487-90. 3. Description of soil density or consistency are based on interpretation of blow count data, visual appearance of soils, and or test data. GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 GROUP SYMBOL GROUP NAME CLEAN GRAVEL GW WELL -GRADED GRAVEL, FINE TO COARSE GRAVEL POORLY -GRADED GRAVEL GP GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL CLEAN SAND SW WELL -GRADED SAND, FINE TO COARSE SAND SP POORLY -GRADED SAND SM SILTY SAND SC CLAYEY SAND ML SILT SAND WITH FINES INORGANIC CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY OH ORGANIC CLAY, ORGANIC SILT PT PEAT INORGANIC ORGANIC SOIL MOISTURE MODIFIERS: Dry- Absence of moisture, dry to the touch Moist- Damp, but no visible water Wet- Visible free water or saturated, usually soil is obtained from below water table Unified Soil Classification System Proposed Short Plat 29808 18th Avenue South Federal Way, Washington i Doc ID: KKGeneral.18thAveS.F June 2016 Figure 5 Test Pit TP-1 Location: NE corner of parcel Approximate Elevation: 460 feet Depth (feet) Soil Type Soil Description 0.0 - 1.7 - Brown silty SAND with gravel and numerous organics (roots, wood, construction debris) (medium dense to dense, moist) (Fill) 1.7 - 3.0 SW Tan silty SAND with gravel, some cobbles (medium dense, moist) (Weathered Glacial till) 3.0 - 3.5 SW-SM Grey silty SAND with gravel (very dense, moist) (Glacial till) Terminated at 3.5 feet below ground surface. No caving observed. No groundwater seepage observed. Test Pit TP-2 Location: NE center of parcel Approximate Elevation: 460 feet Depth (feet) Soil Type Soil Description 0.0 - 2.5 - Brown silty SAND with gravel and organics (roots/wood, construction debris) (medium dense to dense, moist) (Fill) 2.5 - 4.5 SW Tan/orange silty SAND with gravel and some cobbles and boulders, mantled by a thin charcoal layer (loose to medium dense, moist) (Weathered Glacial till) 4.5 _ 5.0 SW-SM Grey silty SAND with gravel (dense to very dense, moist) (Glacial till) Terminated at 5 feet below ground surface. No caving observed. No groundwater seepage observed. Test Pit TP-3 Location: SE center of parcel Approximate Elevation:460 feet Depth (feet) Soil Type Soil Description 0.0 - 3.0 - Brown silty SAND with gravel and organics (wood/roots, construction debris) (medium dense to dense, moist) 3.0 - 4.5 SW Tan/golden silty SAND with gravel, some cobbles and boulders, mantled by a thin charcoal layer (medium dense to dense, moist) (Weathered Glacial till) 4.5 - 5.5 SW-SM Grey silty SAND with gravel, some orange mottling (dense to very dense, moist) (Glacial till) Terminated at 5.5 feet below ground surface. No caving observed. No groundwater seepage observed. by: JLK Excavated on: June 1, 2016 GeoResources, LLC Test Pit Logs 5007 Pacific Highway East, Suite 16 Proposed Short Plat Fife, Washington 98424 29808 18th Avenue South Phone: 253-896-1011 Federal Way, Washington Fax: 253-896-2633 Doc ID: KKGeneral.18thAveS July 2016 Figure 6a Test Pit TP-4 Location: W center of parcel Approximate Elevation: 465 feet Depth feet Soil Type Soil Description 0.0 - 2.4 - Dark brown topsoil with some smaller roots 2.4 - 4.3 SW Tan/golden silty SAND with gravel and cobbles (loose to medium den: (Weathered Glacial till) 4.3 - 4.5 SW-SM Grey silty SAND with gravel, some orange mottling (dense to very dense, moist) (uiaciai till) Terminated at 4.5 feet below ground surface. No caving observed. No groundwater seepage observed. Test Pit TP-5 Location: SW near edge of parcel Approximate Elevation: 472 feet Depth (feet) Soil Type Soil Description 0.0 - 1.3 - Light brown topsoil with 2-inch thick roots 1.3 - 3.5 SW Tan/golden silty SAND with gravel and cobbles (loose to medium dense, moist) (Weathered Glacial till) 3.5 - 5.0 SW-SM Grey to light brown silty SAND with gravel, some orange mottling (dense to very dense, moist) (Glacial till) Terminated at 5 feet below ground surface. No caving observed. No groundwater seepage observed. Logged by: JLK GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Excavated on: June 1, 2016 Test Pit Logs Proposed Short Plat 29808 18th Avenue South Federal Way, Washington Doc ID: KKGenera1.18thAveSJuly 20163Figure 6b SLOPED TO DRAIN AWAY FROM STRUCTURE PAVEMENT OR 18" IMPERVIOUS SOIL WALL BACKFILL SEE NOTE 2 EXCAVATION SLOPE CONTRACTOR'S REPSONSIBILITY 6" MIN ON SIDES OF PIPE; 2" BELOW 1. Washed pea gravel/crushed rock beneath floor slab could be hydraulically connected to perimeter/subdrain pipe. Use of 1" diameter weep holes as shown Is one applicable method. Crushed gravel should consist of 3/W minus. Washed pea gravel should consist of 3/8" to No. 8 standard sieve. 2. Wall backfill should meet WSDOT Gravel Back -fill for walls Specification 9-03-12(2). 3. Drainage sand and gravel backfill within 18" of wall should be compacted with hand -operated equipment. Heavy equipment should not be used for backfill, as such equipment operated near the wall could. Increase lateral earth pressures and possibly damage the wall. The table below presents the drainage sand and gravel gradation. 4. All wall backfill should be placed in layers not exceeding 4" loose thickness for light equipment and 8" for heavy equipment and should be densely compacted. Beneath paved or sidewalk areas, compact to at least 95% Modified Proctor maximum density (ASTM: 01557-70 Method C). In landscaping areas, compact to 90% minimum. 5. Drainage sand and gravel may be replaced with a geocomposfte core sheet drain placed against the wall and connected to the subdrain pipe. The geocomposite core sheet should have a minimum transmissivity of 3.0 gallons/minute/foot when tested under a gradient of 1.0 according to ASTM 04716. G eo R esou rces, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Ph: (253) 896-1011 Fax: (253) 896-2633 NOTES ELOW GRADE WALL RAINAGE SAND AND GRAVEL (SEE NOTE 3) DAMP PROOFING EP HOLES (SEE NOTE 1) SLAB APOR RETARDER Z_ Z_ Z_ 00 r �t WASHED PEA GRAVEL/CLEAN CRUSHED GRAVEL METER / SUBDRAIN PIPE 6. The subdrain should consist of 4" diameter (minimum), slatted or perforated plastic pipe meeting the requirements of AASHTO M 304; 118-inch maximum slot width; 3/16- to 316-inch perforated pipe holes in the lower half of pipe, with lower third segment unperforated for water flow; tight joints; sloped at a minimum of 6"/100'to drain; cieanouts to be provided at regular intervals. 7. Surround subdrain pipe with 8 inches (minimum) of washed pea gravel (2" below pipe) or 5/8" minus clean crushed gravel. Washed pea gravel to be graded from 3/8-inch to No.8 standard sieve. 8. See text for floor slab subgrade preparation. Materials Drainage Sand and Gravel Sieve Size %Passing by Weight 3/4 " 100 No 4 28-56 No 8 20-50 No 50 3-12 No 100 0-2 3/a" Minus Crushed Gravel Passing by Sieve Size Weight 3/4 " 100 1/2" 75 - 100 1/4" O-25 No 100 O-2 (by wet sieving i (non -plastic) Typical Drainage and Backfilling Detail Proposed Short Plat 29808 18th Avenue South Federal Way, Washington Doc ID: KKGeneral.18thAveS.F I June 2016 1 Figure 7 "T Anstey Engineering 8627 NE 180th Street Bothell, WA 98011 Phone: 206-303-7639 Fax: 425-486-0267 E-mail: benanstey@ansteyengineering.com October 18, 2017 Subject: 18t" Avenue Short Plat response to Comments of 8-14-17 For: 9 Lot Short Plat located at 29808 18a' Avenue S, Federal Way, WA. Parcel No. 3674400135,140 & 145 File No. 17-102861-00-SU To: City of Federal Way Attn: Becky Chapin CC: Ken Kumar 206-380-1535; Scott Bonifield email — kkgeneralcontractor@hotmail.com Dear Becky, In response to your comments of 8-14-2017 we have prepared the following: 1. Content form will be provided by Scott Bonifield 2. Setbacks of 20' front and 5 foot side and rear are shown. 10 foot side yards setbacks for corner lots 1 and 9are shown 3. A Fee in Lieu of Open Space letter will be provided 4. A Tree Plan is provided Plat Map Comments — By Surveyor 30foot ROW agreed to by City Engineering A. Road of 24 ft and 5 ft walk in 30 Ft Esmt agreed to 2 ft utility Easement provided as agreed to by City. B. Report revised to 2016 KCSWMD, WW1-1M calculation provided for pond C. Conservation Flow Control Provided D. Enhanced Basic WQ provided with wetpond and Filterra Units at CB 1 and 3 E. The Entrances to 18"' Ave are adjusted to match the Driveway Approach Detail Yours truly, Benjamin P. Anstey, P.E. Civil Engineer RECEIVED MAY 10 2018 Page 1 of 1 Job No. AE 16-41 MYDELWAyCOF W I WWHM2012 PROJECT REPORT RECEIVED MAY 10 2018 OF FEDERAL General Model Information Project Name: 18TH AVENUE SHORT PLAT Site Name: 18th Ave SP Site Address: 29808 18th Ave S City: Federal Way, WA Report Date: ' 3/31 /201 Gage: Seatac Data Start: 1948/10/01 Data End: 2009/09/30 Timestep: 15 Minute Precip Scale: 1.00 Version Date: 2015/11/13 Version: 4.2.11 POC Thresholds Low Flow Threshold for POC1: 50 Percent of the 2 Year High Flow Threshold for POC1:: 50 Year (/ O 18TH AVENUE SHORT PLAT 3/31/2017 8:56:52 AM Page 2 Landuse Basin Data Predeveloped Land Use Basin 1 Bypass: GroundWater: Pervious Land Use C, Forest, Mod Pervious Total Impervious Land Use Impervious Total Basin Total Element Flows To: Surface acre 61 r� 2.1 2.1 acre 0 2.1 Interflow Groundwater 18TH AVENUE SHORT PLAT 3/31/2017 8:56:52 AM Page 3 Mitigated Land Use Basin 1 Bypass: GroundWater: Pervious Land Use C, Lawn, Mod Pervious Total Impervious Land Use ROADS FLAT ROOF TOPS FLAT POND Impervious Total Basin Total No No acre 1.012 1.012 acre �2 0.38 — 0.62 — 011, ` 1, pY put-4 wbl {� 0.088 6-7 1.088 2.1 1,3i Element Flows To: Surface Interflow Groundwater Trapezoidal Pond 1 ? 2� &Z2 I5-j uU'b 3> 1 2� CLchQS 18TH AVENUE SHORT PLAT 3/31/2017 8:56:52 AM Page 4 Routing Elements Predeveloped Routing 18TH AVENUE SHORT PLAT 3/31/2017 8:56:52 AM Page 5 it CITY OF Ak Federal Way PERMIT NUMBER / Q — RE( 'NED MAY 10 2018 CITY OF FEDERAL wAv COMMUNITY DELI PERMIT riPPLICATION PERMIT CENTER + 33325 81h Avenue South t Federal Way, WA 98003-6325 253-835-2607 + FAX253-835-2609 t Herriilceale.rricihflffaderaltiray.coin TARGET DATE 6.20.2018 SITE ADDRESS SUITE/UNIT S 18th Avenue South (Kumar) Short Plat, *NO SITE ADDRESS*Federal Way PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL M $ RS7.2 3674400-135,-140,-145 _ TYPE OF PERMIT ❑ BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION XI ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT —79Mvenue Sou—ffi Short Plat Enginieering approval and au thorization to proceed from Publice Works PROJECT DESCRIPTION Department prior to construction ot plat intrastructure Detailed description of work to be included on this permit only NXushal Kumar "169110-1535 PROPERTY OWNER MAMING ADDRESS 29808 18th Ave S. kkgene •alco11WLntractor@hotmail.com CITY Federal Way B z`P 98003 NAmKK General Contractor PHONE MAILING ADDRESS B-MAIL see above CONTRACTOR CITY STATE ZIP FAX WA 1Zk%yl CENSB 8 TI N ffl f§ FEDERAL WAY BUSINESS LICENSE i (� jj � NAME Kushal Kumarr PRIMARY PHONE APPLICANT MAILING ADDRE 8 see agave E-MAIL CITY STATE ZIP FAX NAM%cott PW-15T-2867 PROJECT CONTACT Bonifield MAILINGAD 1fi nth Ave S. E-mAgome@seattlehome.net (The individual to receive and respond to all correspondence O1T7 Federal Way Ta %003 FAX concerning this application) PROJECT FINANCING NAM Kushal Kumar ® OWNER -FINANCED When value is $5, 000 or more MAILING ADDRESS, CITY, STATE, ZIP PHONE (RCW 19.27.095) Same I certVy under penalty of pedury that I am the property owner or authorised agent of the property owner. I certt& that to the best of my knowledge, the information submitted in support of this permit application is true and correct. I cert(& that I will comply with all applicable City of Federal Way regulations pertaining to the work authorised by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I farther agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of such claim), which may be made by any person, including the undersigned, andfiled against the city, but only where such claim arises out of the reliance of the city, including its officers, and employees, upon the accuracy of the information supplied to the city as apart of this application. 1041 O SIGNATURE: DATE PRINT NAME: Bulletin # 100 —January 29, 2016 Page 1 of 2 kAHandout0ermit Application r� IL G; 41 OBJECTID = 319 GISID = 437 Agency_ID = 900-90 SurveyPASS =1 Exempt= -NULL - Lanes =2 RCI 2015 = 67.217264 PCI_2013 = 720067414583332 PC1_2011=73.5145052799482 Street Number=900 Block -Number= 90 Street Prefix= -NULL - On Street=18 AVE S From Street=S296ST To_Street=PACIFIC HVVY FunC L_Code = 4 Furrc0onal Class =Minor Colled6r Pavetypet Cade =1 Pavetype = Asphalt Pvmnt_WSdBi_ft = 39 Pvmnt Length ft=1180.68 Add Area_yd2=0 PvmntAre ayd2 = 5116 02I mm_m=3.85083333333333 Dftchr Results = 0 Rutting_ACP =10 LT Crk U Cris=d.76211942590806 Alltgato( Cfk_0Mded Stab=9.6444012632911 Map Crk Cmr 8rk=10 Edge_Ce,�_Jnt Spall = 9. 8640260 3485267 Dlstorfions_Faulting= 10 81eedfng_Palished Agg= 10 Ravel ing_Scaiing= 9.911910223162404 Patches_Pothotes = 9.93887900717974 Surface_Distre5s_index_SDI = 69 Roughnass_lnde0b = 63 Strurlvral Index S1=80 PvmntCanditian_inde)kPC1=67 PCi Surve} Datemm_dd_W=711t2017 Strenglh_Code = 3 Strengih_Rating = Sbng Can ation_Rating= Good LADD = 5 NLAD = 26 Ovenide_PCI_CPCI =-NULL- OPCI_Date = -NULL- CurrentPC I CPCI = 67 Aged_PCt APCI = 66 ❑PCI Check= ProjectlD = 16270 Project Description =16270 -18 AVE S PrscL0lock_Count=10 Pqj Length t=5321 PgcL-Areayd2 =17236 Poctect PCIPCPCI = 71 PnctCnndtn Rating=Goad Prjct Strength Code=3 Prjct_FunCi Cade=4 PrjctPavetype _Code =1 Need Year =S Commttted_Year= 0 Year of First Selection =4 Segmen Rehab Results=SelectedYr4 Rehab_ACtivlty_Code = 26 Rehab Admty = Surface Trtmnt I Chip Seal + gtn RehabTXT = Surface Treatment / Chip Seal Avg_Unit Rate,yd2=5.3 Segment Peripheral PCG Costs_=0 SegmenLPvmnt_Cost =27115 SegmentTatal Cost =27115 Project Cast_=91352 FveYear Post Rehab PCI= 84 Ovedaid_Yr_1 =2003 Overlaid YO=-NULL- Ovedai Yr 3=-NULL- Shape_Length = 1180.6019059297 k,i l -tk -. - eat - # of Applications Cost 0 1 468 0 1 3000 1 3300 0 0 1 3000 1 1000 0 0 0 2 1500 0 1 1800 1 3050 0 0 1 1000 0 0 0 0 1 1000 1 2000 0 AL: 21118 JGENCY & M( 6335.4 27453.4 EROSION/SEDIMENT CONTROL WORKSHEET Project Name: Project No.: Site Address: EROSION/SEDIMENT CONTROL Backfill & compaction -embankment Check dams, 4" minus rock Crushed surfacing 1 1/4" minus Ditching Excavation -bulk Fence, silt Fence, Temporary (NGPE) Hydroseeding Jute Mesh Mulch, by hand, straw, 3" deep Mulch, by machine, straw, 2" deep Piping, temporary, CPP, 6" Piping, temporary, CPP, 8" Piping, temporary, CPP, 12" Plastic covering, 6mm thick, sandbagged Rip Rap, machine placed; slopes Rock Construction Entrance, 50'x15'x1' Rock Construction Entrance, 100'x15'x1' Sediment pond riser assembly Sediment trap, 5' high berm Sed. trap, 5' high, riprapped spillway berm section Seeding, by hand Sodding, 1" deep, level ground Sodding, 1" deep, sloped ground TESC Supervisor Water truck, dust control WRITE -IN -ITEMS Tree Protection Catch Basin Inserts Reference # SWDM 5.4.6.3 WSDOT 9-03.9(3) SWDM 5.4.3.1 SWDM 5.4.2.4 SWDM 5.4.2.2 SWDM 5.4.2.1 SWDM 5.4.2.1 SWDM 5.4.2.3 WSDOT 9-13.1(2) SWDM 5.4.4.1 SWDM 5.4.4.1 SWDM 5.4.5.2 SWDM 5.4.5.1 SWDM 5.4.5.1 SWDM 5.4.2.4 SWDM 5.4.2.5 SWDM 5.4.2.5 SWDM 5.4.7 Unit Price Unit Quantity 6.5 CY 78 Each 6 98 CY 8 CY 3 CY 1000 2 LF 1650 2 LF 1 SY 2 SY 3 SY 1000 1 SY 1000 12.5 LF 19 LF 24 LF 3 SY 250 50 CY 1800 Each 1 3600 Each 3050 Each 1 21 LF 79 LF 1 SY 1000 8 SY 9.5 SY 84 H R 130 HR 100 Each 10 250 Each 8 ESC SUBTOT 30% CONTIN ESC TOTAL: W r ATE (MMIDDNYYY) ACC? a CERTIr _)ATE OF LIABILITY INSURAF� 5/24/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Jody Hawley Bell Anderson Agency, Inc. HONE E (425) 291-5200 FAX No): (425)291-5100 600 SW 39th St, Suite 200 ADDREss: jodyh@bell-anderson.com INSURER(S) AFFORDING COVERAGE NAIC # Renton WA 98057 INSURER A: Western National Assurance Comemny 15377 INSURED INSURER B : AAA Contractors, Inc. INSURER C : PO BOX 3130 INSURERD: Kent WA 98089 1 INSURERF: COVERAGES CERTIFICATE NUMBER: CL186152 9710 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FUH I Hz NULIL:Y HtKIUU INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I LTR TYPE OF INSURANCE ADDL,SUSR INSD I ffia POLICY NUMBER POLICY EFF MM/DD POLICY EXP MMIDD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 DAMAGE TO kTED PREMISES occu $ 100,000 A CLAIMS -MADE FXI OCCUR MED EXP (Any one person) $ 5,000 CPP1143535 6/26/2018 6/26/2019 PERSONAL & ADV INJURY S 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE S 2,000,000 PRODUCTS- COMP/OP AGG S 2,000,000 PRO- POLICY El JECT LOC S OTHER: AUTOMOBILE LIABILITY C a BI ide) 51NGLE LIMIT $ 1,000,000 BODILY INJURY (Per person) $ A X ANYAUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED X HIRED AUTOS X AUTOS CPP1136365 6/26/2018 6/26/2019 BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident) $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE S 2,000,000 AGGREGATE $ 2,0D0,000 A XCESS LIAB CLAIMS -MADE i UMB1023803 6/26/2018 6/26/2019 PDED I X RETENTION $ 10,000 S 2,000,000 WORKERS COMPENSATION PER OTH- STATUT ER E.L. EACH ACCIDENT $ 1,000,000 AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. DISEASE - EA EMPLOYEE $ 1,000,000 A OFFICER/MEMBER EXCLUDED? ❑ (Mandatory In NH) N / A CPP1143535 6/26/2018 6/26/2019 E.L. DISEASE - POLICY LIMIT S 1,000,000 Ifyes,,ie-,_-:iw under DESC;�r-':!(i,: OF OPERATIONS below (WA Stop Gap) DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: Kuma Estates The City of Federal Way, its elected and/or appointed officials, its officers, employees, agents, volunteers, and respentatives are additional insured per the attached endorsement #WNGL890715. Waiver of subrogation included per the attached endorsement #WNGL39 0715. Coverage is primary 6 non-contributory per the attached endorsement #WNGL89 0715. CERTIFICATE HOLDER CANGtLLAI IUN Ann.Dower@cityoffederalway.cc City of Federal Way Public Works Department 33325 8th Ave S Federal Way, WA 98003 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I Lutz, CPCU/JDH © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD INS025 (201401) COMMLriCIAL GENERAL LIABILITY WNGL890715 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - CONTRACTORS - OPERATIONS AND COMPLETED OPERATIONS - WITH ADDITIONAL INSURED REQUIREMENT IN CONSTRUCTION CONTRACT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. Additional Insured — Operations 2. Additional Insured — Completed Operations A. Operations Performed For An Additional Insured Section II — Who Is An Insured is amended to include as an additional insured any per- son or organization, if you and such person or organization have agreed in writing in a contract or agreement that such person or organization be included as an additional in- sured on your policy, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" arising out of your ongoing operations for the addi- tional insured. B. Limitations A. Additional Insured — Completed Opera- tions Section II — Who Is An Insured is amended to include as an additional insured any per- son or organization, if you and such person or organization have agreed in writing in a contract or agreement that such person or organization be included as an additional in- sured on your policy, but only with respect to "bodily injury" or "property damage", arising out of "your work" performed for the addi- tional insured and included in the "products - completed operations hazard". B. Limitations The Operations Performed for Additional In- The Additional Insured — Completed Opera- sured coverage is limited as follows: tions coverage is limited as follows: (1) This insurance does not apply to "bodily (1) A person or organization's status as an injury" or "property damage" occurring af- insured under Additional Insured — Com- ter: pleted Operations continues only for the period of time required by any written a. All work, including materials, parts or contract or agreement. equipment furnished in connection with such work, on the project (other (2) The insurance provided to the additional than service, maintenance or re- insured does not apply to "bodily injury", pairs) to be performed by or on be- "property damage" or "personal and ad - half of the additional insured(s) at vertising injury" arising out of "your work" the location of the covered opera- for which a consolidated (wrap-up) in - tions has been completed; or surance program has been provided by the prime contractor -project manager or b. That portion of "your work" out of owner of the construction project in which the injury or damage arises which you are involved. has been put to its intended use by any person or organization other than another contractor or subcon- tractor engaged in performing opera- tions for a principal as a part of the same project. WNGL890715 Page 1 of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 3. Primary and Noncontributory The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance availa- ble to an additional insured under your policy provided that: (1) The additional insured is a Named In- sured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribu- tion from any other insurance available to the additional insured. 4. Other Provisions Applicable to Additional Insured — Operations and Additional Insured — Completed Operations A. The Amendment of Insured Contract Defini- tion (Endorsement CG 24 26) does not apply to an additional insured. B. The coverage provided under Paragraph f. of the definition of "insured contract" under Section V — Definitions does not apply to an additional insured under this endorsement unless required by a written contract or agreement. C. The insurance afforded to such additional in- sured only applies to the extent permitted by law; and If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. D. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is: (1) The minimum amount required by the contract or agreement; or (2) The Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. WN GL 89 0715 E. With respect to the insurance afforded to these additional insureds, the following addi- tional exclusion applies: This insurance does not apply to: (1) "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, in- cluding: a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or draw- ings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against an additional insured allege neg- ligence or other wrongdoing in the su- pervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodi- ly injury" or "property damage", or the of- fense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional services by you with respect to your providing engineering, architectural or surveying services in your capacity as an engineer, architect or surveyor. Page 2 of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. WN GL 39 07 15 COMMERCIAL GENERAL LIABILITY ENHANCEMENT ENDORSEMENT The Commercial General Liability Enhancement Endorsement is an optional endorsement that provides coverage enhancements. The following is a summary of broadened coverages provided by this endorsement. No coverage is provided by this summary, refer to following endorsement for changes in your policy. SUMMARY OF COVERAGES PAGE Bodily Injury And Property Damage Liability • Non Owned Watercraft Up To 50 Feet...................................................................._............2 Property Damage Liability • Elevators...............................................................................................................................3 • Fire, Lightning, Explosion Or Sprinkler Leakage Exception....................................................3 • Borrowed Equipment ($25,000 Per Occurrence, $50,000 Aggregate, $2,500 Deductible Per Occurrence.....................................................................................3 Supplementary Payments —Amended • Bail Bonds Up To$5,000...................................... ..._...._..._......._............................................ 4 • Loss of Earnings Up To $5001Day........................................................................ ...........4 Who Is An Insured Amendments • Employee Bodily Injury To A Co-Employee...........................................................................4 • Newly Formed Or Acquired Organizations For Up To 180 Days.............................................4 • Blanket Additional Insured — Vendors — As Required By Contract..........................................4 ■ Blanket Additional Insured — Lessor Of Leased Equipment....................................................6 • Blanket Additional Insured — Managers Or Lessors Of Premises............................................6 • Blanket Additional Insured — State Or Governmental Agency Or Subdivision Or Political Subdivision -- Permits Or Authorizations 7 • Blanket Additional Insured — State Or Governmental Agency Or Subdivision a Or Political Subdivision — Permits Or Authorizations Relating To Premises ..........................8 0 Damage To Premises Rented To You — $300,000............... ...9 0 0 Medical Payments Increased Limit — $10,000 Or Amount Shown on Declarations ............................9 Conditions • Knowledge of Occurrence, Offense, Claim Or Suit Amended.................................................9 • Unintentional Failure To Disclose Hazards.............................................................................9 • Waiver of Subrogation.........................................................................................................10 Insured Contract Amended........................................................................................................10 Personal And Advertising Injury Redefined • Televised, Videotaped Or Electronic Publication..................................................................10 W WN GL 39 07 15 Includes copyrighted material of Insurance Services Office. Inc., with its permission. 1212"BlAb%:15 PM WN GL 39 0715 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY COMMERCIAL GENERAL LIABILITY ENHANCEMENT ENDORSEMENT This endorsement modifies the insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM With respect to the coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. The SECTIONS of the Commercial General Liability Coverage Form identified in this endorsement will be amended as shown below. SECTION I — COVERAGES AMENDMENTS COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY A. Non Owned Aircraft Or Watercraft Item 2. Exclusions, Paragraph g. is replaced by the following: g. Aircraft, Auto Or Watercraft "Bodily injury" or "property damage" arising out of the ownership, maintenance, use or entrustment to others of any aircraft, "auto" or watercraft owned or operated by or rented or loaned to any insured. Use includes operation and "loading or unloading". This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage" involved in the ownership, maintenance, use or entrustment to others of any aircraft. "auto" or watercraft that is owned or operated by or rented or loaned to any insured. This exclusion does not apply to: (1) A watercraft while ashore on premises you own or rent; (2) A watercraft you do not own that is: (a) Less than 50 feet long; and (b) Not being used to carry persons or property for a charge; This Subparagraph (2) applies to any person, who with your expressed or implied consent, either uses or is responsible for the use of the watercraft; (4) Liability assumed under any "insured contract" for the ownership, maintenance or use of aircraft or watercraft; or (5) "Bodily injury" or "property damage" arising out of: (a) The operation of machinery or equipment that is attached to, or part of, a land vehicle that would qualify under the definition of "mobile equipment' if it were not subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally garaged; or (b) The operation of any of the machinery or equipment listed in Paragraph f. (2) or f. (3) of the definition of "mobile equipment". B. Damage To Property Coverage Extensions Item 2. Exclusions, Paragraph j. is replaced by the following: j. Damage To Property "Property damage" to: (1) Property you own, rent, or occupy, Including any costs or expenses incurred by you, or any other person, organization or entity, for repair, replacement. enhancement, restoration or maintenance of such property for any reason, including prevention of injury to a person or damage to another's property; (2) Premises you sell, give away or abandon, if the "property damage" arises out of any S part of those premises; (3) Property loaned to you; (3) Parking an "auto" on, or on the ways next (4) Personal property in the care, custody or to, premises you own or rent, provided the control of the insured; "auto" is not owned by or rented or loaned to you or the insured; WN GL 39 07 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 12/2:V*1§i,A:Q8:15 PM (5) That particular part of real property on which you or any contractors or subcontractors working directly or indirectly on your behalf are performing operations, if the "property damage" arises out of those operations; or (6) That particular part of any property that must be restored, repaired or replaced because "your work" was incorrectly performed on it. Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire, lightning, explosion or sprinkler leakage) to premises, including the contents of such premises, rented to you for a period of seven or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in SECTION III — LIMITS OF INSURANCE. However, the provisions of this paragraph do not apply if coverage for Damage To Premises Rented To You is excluded by endorsement_ Paragraph (2) of this exclusion does not apply if the premises are `your work" and were never occupied, rented or held for rental by you. Paragraphs (3) and (4) of this exclusion do not apply to the use of elevators. Paragraphs (3), (4), (5) and (6) of this exclusion do not apply to liability assumed under a sidetrack agreement. Paragraph (4) of this exclusion does not apply to "property damage" to borrowed equipment while not being used to perform operations at the jobske. Subject to Paragraph 2. of SECTION III — LIMITS OF INSURANCE, the rules below fix the most we will pay for "property damage" under this provision: (1) $25,000 any one "occurrence", regardless of the number of persons or organizations who sustain damages because of that "occurrence"; (2) $50,000 annual aggregate; and (3) We will pay only for damages in excess of $2,500 as a result of any one "occurrence", regardless of the number of persons or organizations who sustain damages because of that "occurrence". We may, or if required by law, pay all or any part of any deductible amount, if applicable, to effect settlement of any claim or "suit". Upon notice of our payment of a deductible amount, you shall promptly reimburse us for the part, of the deductible amount we paid. Paragraph (6) of this exclusion does not apply to "property damage" included in the "products -completed operations hazard". The insurance provided for "property damage" from the use of elevators and for "property damage" to borrowed equipment is excess over any other valid and collectible property insurance (including any deductible portion thereof) available to the insured whether primary, excess, contingent or on any other basis. C. Damage To Premises Rented To You Item 2. Exclusions, the last paragraph is replaced by the following: Exclusions c. through n. do not apply to damage by fire, lightning, explosion or sprinkler leakage to premises while rented to you or temporarily occupied by you with permission of the owner, A separate limit of insurance applies to this coverage as described in Paragraph 6. of SECTION ill — LIMITS OF INSURANCE. COVERAGE B — PERSONAL AND ADVERTISING INJURY LIABILITY D. Personal And Advertising Injury Item 2. Exclusions is amended by replacing Sub -paragraphs b. and c. with the following: b. Material Published With Knowledge Of Falsity "Personal and advertising injury" arising out of oral, written, televised, videotaped or electronic publication, in any manner, of material, if done by or at the direction of the insured with knowledge of its falsity. c. Material Published Prior To Policy Period "Personal and advertising injury' arising out of oral, written, televised, videotaped or electronic publication, in any manner, of material whose " first publication took place before the beginning of the policy period. WN GL 39 07 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 12/2§V51Vh-bb:16 PM SUPPLEMENTARY PAYMENTS — COVERAGES A AND B E. Supplementary Payments — Coverages A and B Item 1. is amended by replacing Subparagraphs b. and d. with the following: b. Up to $5,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit', including actual loss of earnings up to $500 a day because of time off from work. SECTION II — WHO IS AN INSURED AMENDMENTS A. Employee Bodily Injury To A Co -Employee Paragraph 2. a. (1) is replaced by the following: (1) "Bodily injury" or "personal and advertising injury": (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), or to your other "volunteer workers" while performing duties related to the conduct of your business; (b) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraph (1) (a) above; or (c) Arising out of his or her providing or failing to provide professional health care services. B. Newly Acquired Organizations Paragraph 3. a. is replaced by the following: a. Coverage under this provision is afforded only until the 1806' day after you acquire or form the organization or the end of the policy period, whichever is earlier; The following are added: C. Blanket Additional Insured — Vendors — As Required By Contract 1. Section II — Who Is An Insured is amended to include as an additional insured any persons) or organization(s) (referred to throughout this endorsement as vendor) with whom you have agreed in a written contract, executed prior to loss, to name as an additional insured, but only with respect to "bodily injury" or "property damage" arising out of "your products" which are distributed or sold in the regular course of the vendor's business. However, a. The insurance afforded to such vendor only applies to the extent permitted by law; and b. If coverage provided to the vendor is required by a contract or agreement, the insurance afforded to such vendor will not be broader than that which you are required by the contract or agreement to provide for such vendor. 2. With respect to the insurance afforded to these vendors, the following additional exclusions apply: a. The insurance afforded the vendor does not apply to: (1) "Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement; (2) Any express warranty unauthorized by you; (3) Any physical or chemical change in the product made intentionally by the vendor; (4) Repackaging, except when unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; WIN GL 39 07 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission, 12/2T>'Mt 2 :d@.16 PM (5) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products; (6) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; (7) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor; or (8) "Bodily injury or "property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: (i) The exceptions contained in Subparagraphs (4) or (6); or (ii) Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. 3. This Provision C. does not apply: a. To any insured person or organization from whom you have acquired such products, or any ingredient, part or container, entering into, accompanying or containing such 0 products; b. To any vendor for which coverage as an additional insured specifically is scheduled by endorsement; or c. When liability included within the "products -completed operations hazard" has been excluded for such product either by the provisions of the coverage part or by endorsement. 4. With respect to the insurance afforded to these vendors, the following is added to Section III — Limits Of Insurance: If coverage provided to the vendor is required by a contract or agreement, the most we will pay on behalf of the vendor is. a. The minimum amount required by the contract or agreement; or b. The Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. S. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies: This insurance does not apply to: a. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against an additional insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the " bodily injury" or " property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional services by you with respect to your providing engineering, architectural or surveying services 'in your capacity as an engineer, architect or surveyor. WN GL 39 07 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 12/23?2e T7 hbb: 1 6 PM D. Blanket Additional insured — Lessor Of Leased Equipment 1. Section 11 — Who Is An Insured is amended to include as an additional insured any person(s) or organization(s) from whom you lease equipment when you and such person(s) or organization(s) have agreed in writing in a contract or agreement, executed prior to loss. that such person(s) or organization(s) be added as an additional insured on your policy. Such person(s) or organization(s) is an insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). However, the insurance afforded to such additional insured: a. Only applies to the extent permitted by law: and b. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. A person's or organ¢ation's status as an additional insured under this endorsement ends when their contract or agreement with you for such leased equipment ends. 2. With respect to the insurance afforded to these additional insureds, this insurance does not apply to any "occurrence" which takes place after the equipment lease expires. 3. With respect to the insurance afforded to these additional insureds, the following is added to Section Ill — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured Is: a. The minimum amount required by the contract or agreement; or b. The Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. 4. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies: This insurance does not apply to: a. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys. field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against an additional insured allege negligence or other wrongdoing in the supervision, hiring. employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury*, involved the rendering of or failure to render any professional services by you with respect to your providing engineering, architectural or surveying services in your capacity as an engineer, architect or surveyor. E. Blanket Additional insured — Managers Or Lessors Of Premises 1. Section II — Who Is An Insured is amended to include as an additional insured any person(s) or organization(s) with whom you have agreed in a written contract, executed prior to loss, to name as an additional insured, but only with respect to liability arising out of the ownership, maintenance or use of that part of the premises leased to you, subject to the following additional exclusions: This insurance does not apply to: a. Any "occurrence" which takes place after you cease to be a tenant in that premises. b. Structural alterations, new construction or demolition operations performed by or on behalf of such additional insured. WN GL 39 07 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 12/23FMf5*b%:16 PM q M 0 0 However: a. The insurance afforded to such additional insured only applies to the extent permitted by law; and b. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 2. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is: a. The minimum amount required by the contract or agreement; or b. The Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. 3. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies: This insurance does not apply to: a. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including- (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against an additional insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional services by you with respect to your providing engineering, architectural or surveying services in your capacity as an engineer, architect or surveyor. F. Blanket Additional Insured — State Or Governmental Agency Or Subdivision Or Political Subdivision — Permits Or Authorizations Section II — Who Is An Insured is amended to include as an additional insured any state or governmental agency or subdivision or political subdivision with whom you have agreed in a written contract, executed prior to loss, to name as an additional insured, subject to the following provisions: 1. This insurance applies only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization. However: a. The insurance afforded to such additional insured only applies to the extent permitted by law; and b. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 2. This insurance does not apply to: a. "Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality; or b. "Bodily injury" or "property damage" included within the "products -completed operations hazard". 3. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is: a. The minimum amount required by the contractor agreement; or b. The Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. WN GL 39 07 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 12/25/20 715 r.b%-.17 PM 4. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies: This insurance does not apply to: a. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions. reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against an additional insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional services by you with respect to your providing engineering, architectural or surveying services in your capacity as an engineer, architect or surveyor. G. Blanket Additional Insured — State Or Governmental Agency Or Subdivision Or Political Subdivision — Permits Or Authorizations Relating To Premises Section 11 — Who Is An Insured is amended to include as an additional insured any state or governmental agency or subdivision or political subdivision with whore you have agreed in a written contract, executed prior to loss, to name as an additional insured, subject to the following provision: 1. This insurance applies only with respect to the following hazards for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization in connection with premises you own, rent or control and to which this insurance applies: a. The existence, maintenance, repair, construction, erection or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners or decorations and similar exposures; or b. The construction, erection or removal of elevators; or c. The ownership, maintenance or use of any elevators covered by this insurance. However, a. The insurance afforded to such additional insured only applies to the extent permitted by law; and b. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 2. Wnh respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is: a. The minimum amount required by the contract or agreement; or b. The Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. 3. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies: This insurance does not apply to: a. "Bodily injury". "property damage" or "Personal and advertising injury" arising out of the rendering of or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. WN GL 39 07 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission_ 12/29M1 OOR1:17 PM I This exclusion applies even if the claims against an additional insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury', involved the rendering of or failure to render any professional services by you with respect to your providing engineering, architectural or surveying services in your capacity as an engineer, architect or surveyor. SECTION III — LIMITS OF INSURANCE AMENDMENTS A. Damage To Premises Rented To You Paragraph 6. is replaced by the following: 6. Subject to Paragraph 5. above, the most we will pay under Coverage A for damages because of "property damage" to any one premises, while rented to you, or in the case of damage by fire, lightning, explosion or sprinkler leakage, while rented to you or temporarily occupied by you with permission of the owner is the greater of. a. $300,000; or b. The amount shown next to the Damage To Premises Rented To You Limit in the Declarations. However, the provisions of this paragraph do not apply if Damage To Premises Rented To You Coverage is excluded by endorsement. B. Medical Expense Limit Paragraph 7. is replaced with the following: 7. Subject to Paragraph 5. above, the most we will pay under Coverage C for all medical expenses because of "bodily injury" sustained by any one person is the greater of. a. $10.000, or b. The amount shown next to the Medical Expense Limit in the Declarations. This insurance does not apply if coverage for Medical Expenses is excluded either by the provisions of the coverage part or by endorsement. SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS AMENDMENTS A. Knowledge Of Occurrence Item 2. Duties In The Event Of Occurrence, Offense, Claim or Suit is amended by adding the following: e. You must give us or our authorized representative prompt notice of an "occurrence", claim or loss only when the "occurrence", claim or loss is known to: (1) You, if you are an individual; (2) A partner, if you are a partnership; (3) An executive officer or insurance manager, if you are a corporation; or (4) A member or manager, if you are a limited liability company. B. Other Insurance Item 4. Other Insurance, b. Excess Insurance (1) (a) (ii) is replaced by the following: (ii) That is fire, lightning, explosion or sprinkler leakage insurance for premises rented to you or temporarily occupied by you with permission of the owner; C. Unintentional Failure To Disclose Hazards Item 6. Representations is replaced by the following: 6. Representations And Unintentional Failure To Disclose Hazards a. By accepting this policy, you agree: (1) The statements in the Declarations are accurate and complete; (2) Those statements are based upon representations you made to us; and (3) We have issued this policy in reliance upon your representations. b. If you unintentionally fail to disclose any hazards existing at the inception date of your policy, we will not deny coverage under this Coverage Part because of such failure. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. WN GL 39 07 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 12/2?20'lhY4.bb:18 PM D. Waiver of Subrogation SECTION V — DEFINITIONS AMENDMENTS Item 8. Transfer of Rights of Recovery Against Others to Us is hereby amended by the addition of the following: We waive any right of recovery we may have because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a written contract, executed prior to loss, requiring such waiver with that person or organization and included in the "products -completed operations hazard". However. our rights may only be waived prior to the "occurrence" giving rise to the injury or damage for which we make payment under this Coverage Part. The insured must do nothing after a loss to impair our rights. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce those rights. A. Insured Contract Amended Paragraph 9. a. is replaced by the following: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning. explosion or sprinkler leakage to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract" B. Personal And Advertising Injury Redefined Paragraph 14. d. and e. are replaced by the following: d. Oral, written, televised, videotaped or electronic publication of material that slanders or libels a person or organization or disparages a person's or organization's goods, products or service; e. Oral, written, televised, videotaped or electronic publication of material that violates a person's right of privacy; WN GL 39 07 15 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 12If9T01-%0 : W 18 PM COMMERCIAL GENERAL LIABILITY CG 25 03 05 00 POLICY NUMBER: THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): Information required to complete this Schedule, If not shown above, will be shown In the Declarations. A. For all sums which the Insured becomes legally obligated to pay as damages caused by "occurrences" under Section I — Coverage A, and for all medical expenses caused by acci- dents under Section I — Coverage C, which can be attributed only to ongoing operations at a sin- gle designated construction project shown in the Schedule above: 9. A separate Designated Construction Project General Aggregate Limit applies to each designated construction project, and that limit Is equal to the amount of the General Aggregate Limit shown In the Declarations. 2. The Designated Construction Project Gen- eral Aggregate Limit Is the most we will pay for the sum of all damages under Coverage A, except damages because of °bodily Injury" or "property damage" included in the "products -completed operations hazard", and for medical expenses under Coverage C regardless of the number of: a. insureds; b. Claims made or "suits" brought; or Construction Project General Aggregate Limit for that designated construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Designated Construction Project General Aggregate Limit for any other designated construction project shown in the Schedule above. 4. The limits shown In the Declarations for Each Occurrence, Damage To Premises Rented To You and Medical Expense con- tinue to apply. However, Instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Designated Con- struction Project General Aggregate Limit. B. For all sums which the Insured becomes legally obligated to pay as damages caused by `bccurrences" under Section I — Coverage A and for all medical expenses caused by acci- dents under Section I — Coverage C, which cannot be attributed only to ongoing operations at a single designated construction project shown In the Schadula above: c. Persons or organizations making claims f . Any payments made under Coverage A for or bringing "suits". damages oe under Coverage C for medical 3. Any payments made under Coverage A for expenses shall reduce the amount available damages or under Coverage C for medical under the General Aggregate Limit or the expenses shall reduce the Designated Products -completed Operations Aggregate Limit, whichever Is applicable; and m Insurance Services Office, Inc., 200E CG 25 03 05 09 Page 1 of 2 EP ."' REFRINTEOFROM THE FORMS LIBRARY"" 2. Such payments shall not reduce any Desig- nated Construction Project General Aggre- gate Limit. C. When coverage for liability arising out of the "products -completed operations hazard" is pro- vided, any payments for damages because of bodily injury" or "propary damage" Included In the "products -completed operations hazard" will reduce the Products -completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Designated Construction Project General Aggregate Limit. D. If the applicable designated construction project has been abandoned, delayed, or abandoned and then restarted, or If the authorized contracting parties deviate from plans, blueprints, designs, speclflcatlons 4r timetables, the project will still be deemed to be the same construction project. E. The provisions of Section III -- Limits of Insur- ance not otherwise modlflad by this endorsement shall continue to apply as stipulated. Page 2 of 2 WN CA 27 06 16 BUSINESS AUTO ENHANCEMENT ENDORSEMENT The Business Auto Enhancement Endorsement is an optional endorsement that provides coverage enhancements. The following is a summary of broadened coverages provided by this endorsement. No coverage is provided by this summary, refer to following endorsement for changes in your policy. SUMMARY OF COVERAGES Accidental Airbag Deployment Coverage Auto Loan/Lease Gap Coverage Blanket Additional Insured Blanket Waiver of Subrogation Broadened Definition of Insured includes: • Newly Acquired Organizations for up to 180 Days Employees as Insureds • Subsidiaries in Which You Own 50% or More Deductible Waiver for Glass Repair Employee Hired Auto Fellow Employee Coverage Hired Auto Physical Damage Coverage Knowledge of Accident, Claim, Suit or Loss Loss Of Use Expenses - Amended Personal Effects Rental Reimbursement Coverage Supplementary Payments - Amended: Bail Bonds up to $5,000 • Loss of Earnings up to $500/Day Transportation Expense Limits —Amended Unintentional Failure to Disclose Hazards PAGE 4 4 2 5 2 2 2 3 2,5 3 4 5 3 3 4 2 2 3 5 WN CA 27 06 16 Includes copyrighted material of Insurance Services Office, with its permission Page 1 of 5 WN CA 27 0616 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY BUSINESS AUTO ENHANCEMENT ENDORSEMENT This endorsement modifies the insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to the coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. The SECTIONS of the Business Auto Coverage Form identified in this endorsement will be amended as shown below. SECTION II — COVERED AUTOS LIABILITY COVERAGE AMENDMENTS A. Who Is An Insured SECTION II — COVERED AUTOS LIABILITY COVERAGE, A. Coverage, 1. Who Is An Insured is amended to add: d. Any legally incorporated subsidiary of yours in which you own more than 50% of the voting stock on the effective date of this coverage form. However, "insured" does not include any subsidiary of yours that is an "insured" under any other automobile liability policy, or would be an "insured" under such policy but for termination of such policy or the exhaustion on such policy's limits of insurance. e. Any organization which is newly acquired or formed by you and over which you maintain majority ownership. However, coverage under this provision: (1) is afforded only for the first 180 days after you acquire or form the organization or until the end of the policy period, whichever comes first; (2) does not apply to "bodily injury" or "property damage" that results from an "accident" that occurred before you formed or acquired the organization; (3) does not apply to any newly acquired or formed organization that is a joint venture or partnership; and (4) does not apply to an "insured" under any other automobile liability policy, or would be an "insured" under such a policy but for ter- mination of such policy or the exhaustion of such policy's limits of insurance. f. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow in your business or your personal affairs. g. Any "employee" of yours is an "insured" while operating a covered "auto" hired or rented under a contract or agreement in the "employee's" name, with your permission, while performing duties related to the conduct of your business. B. Blanket Additional Insured SECTION II — COVERED AUTOS LIABILITY COVERAGE, A. Coverage, 1. Who Is An Insured, paragraph c. is amended to add the following: Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and executed by you before the "bodily injury" or "property damage" occurs and that is in effect during the policy period, to be named as an additional insured is an "insured" for Liability Coverage, but only for damages to which this insurance applies and only to the extent that persons or organization qualifies as an "insured" under the Who Is An Insured provision contained in Section II. C. Liability Coverage Extensions — Supplementary Payments SECTION II — COVERED AUTOS LIABILITY COVERAGE, A. Coverage, 2. Coverage Extensions, a. Supplementary Payments is amended by replacing subparagraphs (2) and (4) with the following: (2) Up to $5,000 for cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. WN CA 27 06 16 Includes copyrighted material of Insurance Services Office, with its permission Page 2 of 5 D. Fellow Employee Coverage SECTION II — COVERED AUTOS LIABILITY COVERAGE, B. Exclusions, 5. Fellow Employee, the following is added: Co -Employee Lawsuit Defense Cost Reimbursement If a suit seeking damages for "bodily injury" to any fellow "employee" of the "insured" arising out of and in the course of the fellow "employee's" employment or while performing duties related to the conduct of your business, or a suit seeking damages brought by the spouse, child, parent, brother or sister of that fellow "employee", is brought against you, we will reimburse reasonable costs that you incur in the defense of such matters. Any reimbursement made pursuant to this sub -section will be in addition to the limits of liability set forth in the Declarations. SECTION III — PHYSICAL DAMAGE COVERAGE AMENDMENTS A. Transportation Expense — Limits Amended SECTION III — PHYSICAL DAMAGE COVERAGE, A. Coverage, 4. Coverage Extensions, a. Trans- portation Expenses is amended by replacing $20 per day/$600 maximum limit with $50 per day/$1000 maximum. B. Hired Auto Physical Damage — Loss Of Use Expenses — Limits Amended SECTION III — PHYSICAL DAMAGE COVERAGE, A. Coverage, 4. Coverage Extensions, b. Loss of Use Expenses is amended by replacing the $20 per day/$600 maximum limit with $50 per day/$750 maximum limit. C. Personal Effects Coverage SECTION III — PHYSICAL DAMAGE COVERAGE, A. Coverage, 4. Coverage Extensions is amended by adding the following: c. Personal Effects We will pay up to $500 for "loss" to personal effects, which are: (1) Owned by an "insured"; and (2) In or on your covered "auto." This coverage applies only in the event of the total theft of your covered "auto." No deductible applies to this coverage D. Glass Repair — Deductible Waiver SECTION III — PHYSICAL DAMAGE COVERAGE, A. Coverage, 3. Glass Breakage — Hitting A Bird Or Animal — Falling Objects Or Missiles, is amended by adding the following: No deductible will apply to glass breakage if such glass is repaired, in a manner acceptable to us, rather than replaced. E. Hired Auto Physical Damage SECTION III — PHYSICAL DAMAGE COVERAGE, A. Coverage is amended by adding the following: 5. Hired Auto Physical Damage If hired "autos" are covered "autos" for Liability Coverage and if Comprehensive, Specified Causes of Loss, or Collision coverages are pro- vided under this coverage form for any "auto" you own, then the Physical Damage Coverages provided are extended to "autos" you hire of like kind and use, subject to the following: a. The most we will pay for any one "loss" is $50,000 or the actual cash value or cost to repair or replace, whichever is less, minus a deductible; b. The deductible will be equal to the largest deductible applicable to any owned "auto" for that coverage. Any Comprehensive deductible does not apply to "loss" caused by fire or lightening; c. Hired Auto Physical Damage coverage is excess over any other collectible insurance; and d. Subject to the above limit, deductible and excess provisions we will provide coverage equal to the broadest coverage applicable to any covered "auto" you own. If a limit for Hired Auto Physical Damage is indicated in the Declarations, then that limit replaces, and is not added to, the $50,000 limit indicated above. WN CA 27 06 16 Includes copyrighted material of Insurance Services Office, with its permission Page 3 of 5 F. Rental Reimbursement SECTION III — PHYSICAL DAMAGE COVERAGE A. Coverage, is amended by adding the following: 6. Rental Reimbursement This coverage applies only to a covered "auto" of the private passenger or light truck type as follows: a. We will pay for rental reimbursement expenses incurred by you for the rental of a private passenger or light truck type "auto" because of "loss" to a covered private pas- senger or light truck type "auto". Payment applies in addition to the otherwise applica- ble amount of each coverage you have on a covered private passenger or light truck type "auto." No deductibles apply to this coverage. b. We will pay only for those expenses incurred during the policy period beginning 24 hours after the "loss" and ending, regardless of the policy's expiration, with the lesser of the fol- lowing number of days: (1) The number of days reasonably re- quired to repair or replace the covered private passenger or light truck type "auto". If "loss" is caused by theft, this number of days is added to the number of days it takes to locate the covered private passenger or light truck type "auto" and return it to you; or (2) 30 days. c. Our payment is limited to the lesser of the following amounts: (1) Necessary and actual expenses incurred, or (2) $50 per day, up to a maximum of $1,000. d. This coverage does not apply while there are spare or reserve private passenger or light truck type "autos" available to you for your operations. e. If "loss" results from the total theft of a covered "auto" of the private passenger or light truck type, we will pay under this cover- age only that amount of your rental reim- bursement expenses which is not already provided for under SECTION III — PHYSICAL DAMAGE COVERAGE, A. Coverage, 4. Coverage Extensions. For the purposes of this Rental Reimbursement coverage, light truck is defined as a truck with a gross vehicle weight of 10,000 lbs. or less as defined by the manufacturer as the maximum loaded weight the auto is designed to carry. G. Accidental Airbag Deployment Coverage SECTION III — PHYSICAL DAMAGE COVERAGE, A. Coverage is amended by adding the following: 7. Accidental Airbag Deployment Coverage We will pay to reset or replace factory installed airbag(s) in any covered "auto" for accidental discharge, other than discharge due to a collision loss. This coverage is applicable only if comprehen- sive coverage applies to the covered "auto". This coverage is excess over any other collecti- ble insurance or reimbursement by manufac- turer's warranty. H. Auto Loan/Lease Gap Coverage SECTION III PHYSICAL DAMAGE COVERAGE, Item A., Coverage, is amended by adding the following: 8. Auto Loan/Lease Gap Coverage This coverage applies only to a covered "auto" described or designated in the Schedule or in the Declarations as including physical damage coverage. In the event of a covered total "loss" to a covered "auto" described or designated in the Schedule or in the Declarations, we will pay any unpaid amount due on the lease or loan for a covered "auto" less: a. The amount paid under the Physical Damage Coverage Section on the policy; and b. Any: (1) Overdue lease/loan payments at the time of the "loss"; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; and (5) Carry-over balances from previous loans or leases. WN CA 27 06 16 Includes copyrighted material of Insurance Services Office, with its permission Page 4 of 5 SECTION IV — BUSINESS AUTO CONDITIONS AMENDMENTS A. Duties In The Event Of Accident, Claim, Suit Or Loss Amended C. Unintentional Failure to Disclose Hazards SECTION IV — BUSINESS AUTO CONDITIONS, A. Loss Conditions, 2. Duties In The Event Of Accident, Claim, Suit Or Loss, a. is amended by adding the following: This condition applies only when the "accident" or "loss" is known to: D (1) You, if you are an individual; (2) A partner, if you are a partnership; (3) An executive officer or insurance manager, if you are a corporation; or (4) A member or manager, if you are a limited liability company. But, this section does not amend the provisions relating to notification of police, protection or exami- nation of the property which was subject to the "loss". B. Blanket Waiver of Subrogation Section IV — BUSINESS AUTO CONDITIONS, A. Loss Conditions, 5. Transfer of Rights of Recovery Against Others to Us, is amended by adding the following exception: However, we waive any right of recovery we may have against any person or organization to the extent required of you by a written contract signed and executed prior to any "accident" or "loss", provided that the "accident" or "loss" arises out of operations contemplated by such contract. The waiver applies only to the person or organization designated in such contract. SECTION IV — BUSINESS AUTO CONDITIONS, B. General Conditions, 2. Concealment, Misrepre- sentation Or Fraud, is amended by adding the following paragraph: If you unintentionally fail to disclose any hazards existing at the inception date of the policy, or during the policy period in connection with any additional hazards, we will not deny coverage under this Cov- erage Part because of such failure. Employee Hired Auto SECTION IV — BUSINESS AUTO CONDITIONS, B. General Conditions, 5. Other Insurance, paragraph b. is deleted and replace by the following: b. For Hired Auto Physical Damage Coverage, the following are deemed to be a covered "autos" you own: (1) Any covered "auto" you lease, hire, rent or borrow. (2) Any covered "auto" hired or rented by your "employee" under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". WN CA 27 06 16 Includes copyrighted material of Insurance Services Office, with its permission Page 5 Of 5