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15-106019Leila Willoughby -Oakes From: Carlo Evangelisti <CEvangelisti@landauinc.com> Sent: Tuesday, March 29, 2016 11:42 AM To: Julie Brannberg; steve.woods@contourpllc.com �Cc: Erik Ainsworth; Bob Robinson; Katie Saltanovitz, Pamela Sommerville; Leila Willoughby - Oakes Subject: RE: Survey - 29604 23rd Ave Sw Federal Way Attachments: Draft Sommerville Geotech Rpt.pdf Good Morning Julie — Attached is the draft of the geotechnical report. I have been holding onto this waiting for the survey, but I was getting the sense that others on the design team are needing the info presented in the report. Please be aware that I have a note in the Slope Stability section that the results may be revised once we review the survey but I don't foresee any other changes to the recommendations presented in the report. As a reminder, one of the things that the City will require is that we review the plans to ensure that our recommendations are included and we'll prepare a letter stating that they were or were not (hopefully not the latter). Please let me know if you have any questions. Carlo Carlo Evangelist!, P.E. ♦ Senior Geotechnical Engineer Landau Associates, Inc. 130 2nd Avenue S, Edmonds, WA 98020 (425) 778.0907 ♦ fax (425) 778.6409 ♦ direct (425) 329.0273 cevsnaelistl@landauinc.com ♦ www.landauinc.com Landau Associates is proudly carbon neutral through our sustainable practices and financial support of U.S.-based carbon -reduction projects. NOTICE: This communication may contain privileged or other confidential information. If you have received it in error, please advise the sender by reply email and immediately delete the message and any attachments without copying or disclosing the contents. Thank you. From: Julie Brannberg [rnailto: ulie rimetiwc.corn] Sent: Tuesday, March 22, 2016 10:47 AM To: steve.woodscontourpllc.com Cc: Erik Ainsworth <eril(&helanddeveloper.com>; Carlo Evangelisti <CEvangelisti@landauinc.com>; Bob Robinson <bob@primenwc.com>; Katie Saltanovitz <KSaltanovitz landauinc.com>; Pamela Sommerville <pa m e la som m e rvil le @ymai I.com> Subject: Survey - 29604 23rd Ave Sw Federal Way Hi Steve, Attached is the survey proposal for the Sommerville project located at 29604 23rd Ave in Federal Way. I wrote_ in that you guys would do all that you could to complete the project and survey by next Friday - April 1 St. Carlo Evangelisti and Katie Saltanovitz of Landau Associates are the contacts for the civil engineering. 1 have copied them on this email. Carlo Evangelisti (425) 778-0907 Katie Saltanovitz (425) 329-0268 Thank you, Julie Julie Brannberg Prime NW Construction julieC@erimenwc.com 360 790-6317 x Leila Willoughby -Oakes From: Carlo Evangelisti <CEvangelisti@landauinc.com> Sent: Tuesday, March 29, 2016 4:17 PM To: Julie Brannberg; steve.woods@contourpllc.com Cc: Erik Ainsworth; Bob Robinson; Katie Saltanovitz; Pamela Sommerville; Leila Willoughby - Oakes; Steve Wright Subject: RE: Survey - 29604 23rd Ave Sw Federal Way Good Afternoon Julie — I got your voicemail and chose to respond by email because it's easier and more effective to provide a written list of next steps so we don't miss anything. So now that you have the draft geotechnical report, the next steps will be: 1. Provide the design team with a copy so that they can include our recommendations on their drawings and submittals. In particular, we (and the City) will want to make sure that our recommendations in section 3.1 and 3.2 are included on the site grading, TESC, and drainage plans. Recommendations from section 3.3 through 3.6 will need to be included and shown on the civil, architectural, and structural plans as applicable. 2. Once our recommendations are included on the drawings, you will submit those to us and we will review, provide recommended edits, re -review after edits have been made, and write a letter stating that our recommendations are included in the plans. This is a critical item for the City and probably best to have us review once you have a complete submittal package. 3. Once we have that, submit final payment to us and we provide the final signed and sealed report and letter required by the City for final submittal — although I believe the City wants you submitting the entire submittal package together rather than providing pieces separately. After that the geotechnical portion will be done, Katie is providing the stormwater calculation memo later this week I believe and for that you will probably follow a similar process. Carllo From: Carlo Evangelisti Sent: Tuesday, March 29, 2016 11:42 AM To: 'Julie Brannberg' <julie@primenwc.com>; steve.woods@contourpllc.com Cc: Erik Ainsworth <erik thelanddevelo er.com>; Bob Robinson <bob@prime nwc.com>; Katie Saltanovitz <KSaltanovitz landauinc.com>; Pamela Sommerville <pameIasommerville mail.com>;'Leila Willoughby -Oakes' <Leila. W i I to ugh by -Oakes @cityoffedera Iway.com> Subject: RE: Survey - 29604 23rd Ave Sw Federal Way Good Morning Julie — Attached is the draft of the geotechnical report. I have been holding onto this waiting for the survey, but I was getting the sense that others on the design team are needing the info presented in the report. Please be aware that I have a note in the Slope Stability section that the results may be revised once we review the survey but I don't foresee any other changes to the recommendations presented in the report. As a reminder, one of the things that the City will require is that we review the plans to ensure that our recommendations are included and we'll prepare a letter stating that they were or were not (hopefully not the latter). Please let me know if you have any questions. Carlo Carlo Evangelisti, P.E. ♦ Senior Geotechnical Engineer Landau Associates, Inc. 130 2"d Avenue S, Edmonds, WA 98020 (425) 778.0907 4 rfax (425) 778.6409 ♦ direct (425) 329.0273 ceyangelisti Mandauinc.com ♦ www.landauinc.com Landau Associates is proudly carbon neutral through our sustainable practices and financial support of U.S.-based carbon -reduction projects. NOTICE: This communication may contain privileged or other confidential information. If you have received it in error, please advise the sender by reply email and immediately delete the message and any attachments without copying or disclosing the contents. Thank you. From: Julie Brannberg [mailt_o:Julie@primenwc.com] Sent: Tuesday, March 22, 2016 10:47 AM To: steve.woods@contourp_llc.com Cc: Erik Ainsworth <erik@thelanddeveloPer.com>; Carlo Evangelisti <CEvangelisti@landauinc.com>; Bob Robinson <bob rimenwc.com>; Katie Saltanovitz<KSa_1_tanovitz@landauinc.com>; Pamela Sommerville <pamelasommerville@ymail.com> Subject: Survey - 29604 23rd Ave Sw Federal Way Hi Steve, Attached is the survey proposal for the Sommerville project located at 29604 23rd Ave in Federal Way. I wrote in that you guys would do all that you could to complete the project and survey by next Friday - April 1 st. Carlo Evangelisti and Katie Saltanovitz of Landau Associates are the contacts for the civil engineering. I have copied them on this email. Carlo Evangelisti (425) 778-0907 Katie Saltanovitz (425) 329-0268 Thank you, Julie Julie Brannberg Prime NW Construction Julie@primenwc.com 360 790-6317 Leila Willoughby -Oakes From: Julie Brannberg <julie.brannberg@gmail.com> Sent: Monday, February 22, 2016 12:35 PM To: Katie Saltanovitz Cc: Carlo Evangelisti; Leila Willoughby -Oakes Subject: Re: Sommerville residence- Drainage data request Hi Katie, I have requested the CAD files from Bruce Brown, the designer who drew the plans. I will forward those upon my receipt of them. I do not know if the roof area, downspout and catch basin locations will be on the CAD files but I spoke with Carlo and he said that if they are not, your firm could advise as to location. If possible, are those items things that you guys could finalize on the plans rather than us going back and forth with Bruce Brown? I will be contacting surveyors that Carlo recommended and ask for the one foot contours. I will see what we have on the existing drainage piping and outfall in Puget Sound. Julie On Mon, Feb 22, 2016 at 11:27 AM, Katie Saltanovitz <KSaltanovitz landauinc.com> wrote: Good morning, Julie, I'm working with Carlo Evangelisti on the drainage study for the Sommerville site. I'm hoping you would be able to send me the following information, if you have it available: 1. AutoCAD civil and/or architectural plans for the residence, showing: a. area of building roof b. proposed downspout locations c. limit of proposed paved/ impervious areas d. location of existing catch basins 2. Current site topographic survey with 1-foot contours a. we understand this may be ongoing; if so, please let us know when you expect to have the survey results available 3. Any available as built or design information on the existing drainage piping and outfall into Puget Sound We are prepared to begin our analysis upon receiving this information from you. If there are any gaps, we will need to determine the appropriate assumptions to make. Please contact me or Carlo if you have any questions. Regards, Katie Saltanovitz, PE ♦ Senior Engineer Landau Associates, Inc. 130 2nd Avenue S, Edmonds, WA 98020 (425) 329-0268 ♦ fax (4251 778-6409 ksaltanovitz(alandauinc.com ♦ www.landauinc.com Landau Associates is proudly carbon -neutral through our sustainable practices and financial support of U.S.-based carbon -reduction projects. NOTICE: This communication may contain privileged or other confidential information. If you have received it in error, please advise the sender by reply email and immediately delete the message and any attachments without copying or disclosing the contents. Thank you. Julie Brannberg (360) 790-6317 1 jj tie. bran nberg@9maiLcom Leila Willoughby -Oakes From: Katie Saltanovitz <KSaltanovitz@landauinc.com> Sent: Monday, February 22, 2016 11:28 AM To: julie.brannberg@gmail.com Cc: Carlo Evangelisti; Leila Willoughby -Oakes Subject: Sommerville residence- Drainage data request Good morning, Julie, I'm working with Carlo Evangelisti on the drainage study for the Sommerville site. I'm hoping you would be able to send me the following information, if you have it available: 1. AutoCAD civil and/or architectural plans for the residence, showing: a. area of building roof b. proposed downspout locations c. limit of proposed paved/ impervious areas d. location of existing catch basins Current site topographic survey with 1-foot contours a. we understand this may be ongoing; if so, please let us know when you expect to have the survey results available Any available as built or design information on the existing drainage piping and outfall into Puget Sound We are prepared to begin our analysis upon receiving this information from you. If there are any gaps, we will need to determine the appropriate assumptions to make. Please contact me or Carlo if you have any questions. Regards, Katie Saltanovitz, PE ♦ Senior Engineer Landau Associates, Inc. 130 2"d Avenue S, Edmonds, WA 98020 (425) 329-0268 ♦ fax (425) 778-6409 ksaitanovitz(Mlandauiric.com ♦ www.landauinc.com Landau Associates is proudly carbon -neutral through our sustainable practices and financial support of U.S.-based carbon -reduction projects. NOTICE: This communication may contain privileged or other confidential information. If you have received it in error, please advise the sender by reply email and immediately delete the message and any attachments without copying or disclosing the contents. Thank you. From: Leila Willoughby -Oakes Sent: Thursday, October 15, 2015 8:21 AM a To: Edward Walsh Cc: Kevin Peterson; Isaac Conlen Subject: RE: Sommerville Rebuild 15-105178-SH H i EJ, Thank you for your time on the pre -review of the Sommerville Rebuild. I concur with your technical comments and will arrange a peer review. I suspected the original beach cottage was smaller than the proposed single family as the valuation is $1, 000, 000 and is +6,000 square feet. I will incorporate your comments in the review letter before the starting the peer review. Leila From: Edward Walsh Sent: Wednesday, October 14, 2015 4:29 PM To: Leila Willoughby -Oakes Cc: Kevin Peterson Subject: Sommerville Rebuild 15-105178 Leila - I'll bring over the marked up copy of the report I grabbed out of the SF review stack. I flagged a number of pages with discrepancies that should be resolved by the applicant. From what I see, both in the inconsistencies between the plans and Geo report, and also in the writing of the report, I am fairly sure that Geo Resources did not review the house plans, foundations, etc. I would recommend that something be required from them that they are ok with the plans. The plans do not incorporate a number of concerns they outlined, related to both the foundations, erosion and drainage. Regarding the drainage, we need to determine if it is permissible to discharge via a tightline pipe to the Puget Sound as they are proposing per our standards. Given that is outstanding, the storm design may have to change anyway. Geo Resources recommended that they connect to the tightline in the street, not what is proposed on the plans. I don't see enough elevations on the plan to know if that option is feasible. In the event that they are permitted to go to the Sound, this would involve construction of a drainage outfall pipe, anchors and outfall structure within the GHA and shoreline management area. I am fairly sure that this would be a new disturbance to that area. I don't know what on your end, if anything, needs to happen to permit that, if you are in agreement that it is even permissible. From what I see between the report and the images on the King County GIS info, the existing structure that burned down was a 1 story structure on a combination of stilts and a foundation. Basically it appears it was originally constructed as a small summer home along the water. From the pictures, it appears that it was a fairly light structure and probably contained minimal HVAC, piping, etc. that all add weight to the structure. What they are proposing is essentially a 3 story house within the same +/- footprint using modern construction techniques with all the equipment required to meet building codes. AKA, a substantial increase in structural loading above the top of slope. Geo Resources simplified logic is that the former house was there for a long time and that they are staying in the same footprint therefore it should be ok. They did do several test pits to 6-7 feet to classify soils and said that further supported their logic. They also said the completed a simplified slide analysis and it is acceptable. The report includes no laboratory data, no slide analysis input or output to support their conclusion and the test pits are shallow relative to the depth of the proposed basement and adjacent slope to the OHWM. Given the increase in load alone adjacent to the top of slope I would recommend this be sent to one of the third party Geo companies for their review. While Geo Resources may be completely correct in all their assumptions and recommendations, based on the limited information they submitted and the large increase in loading that doesn't really appear anywhere in their report, I think this one should probably get sent out. Any questions, let me know EJ Walsh, PE Development Services Manager Public Works Department 33325 8th Ave South Federal Way, WA 98003 Office: (253) 835-2730 www.CityofFederalWay.com ti LANDAU ASSOCIATES December 8, 2015 Prime NW Construction 1113 Sleater Kinney Road SE Lacey, Washington 98503 Attn: Ms. Julie Brannberg RE: PROPOSAL FOR GEOTECHNICAL ENGINEERING SERVICES SOMMERVILLE RESIDENCE (FIRE REBUILD) 29604 23RDAVENUE SW FEDERAL WAY, WASHINGTON Dear Julie: Landau Associates is pleased to present this proposed scope of services and cost estimate for geotechnical engineering services for the Sommerville Residence (Fire Rebuild) project in Lacey, Washington. The proposed scope of services presented in this letter is based on discussions with and information provided by you and telephone conversations with the City of Federal Way (City). Information provided includes preliminary plan review comments by the City, a site drainage plan, architectural plan sheets, and a Geotechnical Engineering Report prepared by GeoResources, LLC, dated September 20, 2014. Presented below is a summary of our project understanding, and a description of our proposed scope of services. PROJECT UNDERSTANDING We understand that Prime NW Construction has proposed to build a new residential structure to replace the previous residence that was damaged in a fire. The project is located in Federal Way, Washington. The new residence will consist of a basement and 2 stories with an attached garage. Total livable space of the new residence will be approximately 6,800 square feet (ft) occupying approximately 2,050 square feet in plan area. Previously identified steep slope, erosion, and landslide hazard areas occupy the site to the north and south of the proposed residence. Based on information provided by the City of Federal Way, we understand that the previous geotechnical consultant did not provide an adequate geotechnical engineering report and Prime NW Construction requested that Landau Associates be retained in accordance with the City of Federal Way's Critical Area Direct Services Program to provide a !new Geotechnical Engineering Report for the project. ENVIRONMENTAL I GEOTECHNICAL I NATURAL RESOURCES 130 2nd Avenue South • Edmonds, WA 98020 • (425) 778-0907 • fox (425) 778-6409 • www.londauinc.com SEATTLE • SPOKANE • TACOMA • PORTLAND SCOPE OF SERVICES The following sections define Landau Associates' proposed tasks for geotechnical engineering services to support design and construction of the project. Geotechnical Data Compilation and Review: We will compile and review readily available geologic and geotechnical information, and other relevant data for the project area. This information will be used to gain a general understanding of past human activities (filling, construction, etc.), and the underlying geology in the project area. Possible data sources include information obtained from the Washington State Department of Ecology well log data base and published geologic and topographic maps, in addition to the previous site studies provided. Field Investigation and Laboratory Testing Program: After reviewing readily available geotechnical and geologic data, we will complete a geologic reconnaissance of the project area and collect information on the general nature and physical features of the area surrounding the project site. This reconnaissance will also include a visual assessment of the steep slope(s) located on the property. We will also advance one exploratory boring at the project site to characterize soil and groundwater conditions. The boring will be advanced up to a depth of about 50 ft below the ground surface. A drilling contractor working under subcontract to Landau Associates will complete the exploratory boring using a truck mounted drill rig that will advance a hollow -stem auger. We anticipate that soil conditions will consist of poorly sorted mixture of loose to medium dense silty sand overlying relatively dense sand with gravel and cobbles with depth. The hollow stem auger boring will be terminated at shallower depths should auger refusal be encountered. Utilizing a different drilling method (roto-sonic, mud rotary, etc.) to meet the target depth, if auger refusal is encountered, is not included in this scope of work. In an effort to avoid buried utilities, we will arrange for underground utility location ("call before you dig" or "One -Call" services) prior to performing field activities. Despite our best efforts to avoid utilities, utility damage is sometimes unavoidable due to mismarked or unlocatable facilities. The cost for utility repairs is not included in our cost estimate. A geologist or geotechnical engineer from Landau Associates will observe the exploration, obtain soil samples from the boring, and prepare field logs of the conditions encountered. Soil samples will be obtained from the exploratory boring on about a 21/2- or 5-ft depth interval using the Standard Penetration Test (SPT) procedure, and will be delivered to our laboratory for further examination and classification. Soil samples obtained from the exploration will be held in our laboratory for 30 days after submittal of the final report. After that date, the soil samples will be disposed of unless arrangements are made to retain them. We do not plan to install piezometers to monitor groundwater levels; however, the groundwater level (if observed) will be noted at the time of drilling. Upon completion of sampling and logging, the 12/8115 X\Pdme NW Construction\2015-12_Sommerville Residence Fire Rebuild\Sommerville Residence_pro.docx LANDAU ASSOCIATES 2 0 borehole will be backfilled in accordance with the requirements of WAC 173-160. Excess cuttings from the exploratory boring will be disposed of offsite. We will complete a geotechnical laboratory testing program consisting of natural moisture content and grain size and/or Atterberg Limits determinations on selected soil samples to aid in classifying site soils. We have budgeted for 5 moisture content and 2 grain size or Atterberg Limits determinations on selected samples. Engineering Analyses and Reporting: Information from the field investigation will be analyzed by a geotechnical engineer from Landau Associates to develop geotechnical engineering conclusions and recommendations for design and construction of the project. The results of our field exploration, laboratory testing, engineering analyses, and our geotechnical engineering conclusions and recommendations will be summarized in a geotechnical engineering report. The geotechnical engineering report will include: • a figure showing the location of the boring completed for this project • results of laboratory testing and summary log of the exploratory boring • surface conditions, topographic information, and a discussion of the near -surface soil and groundwater conditions observed on -site • recommendations for site grading, including clearing, grubbing and stripping; earthwork requirements; and fill placement and compaction criteria ■ recommendations for foundation support of the structure, including foundation preparation, maximum allowable soil bearing pressure, minimum footing sizes (continuous and column footings), minimum depth of burial, and resistance to lateral loads • estimated short-term and long-term settlements of foundations • static and dynamic lateral earth pressures on below grade walls • site and foundation drainage considerations • seismic design considerations per 2012113C • recommendations for stormwater management • analysis and recommendations addressing geotechnical construction in critical areas as defined in the City of Federal Way's revised code of general ordinances, for the following geologic hazards: - Erosion Hazard Areas - Landslide Hazard Areas - Seismic Hazard Areas - Steep Slope Hazard Areas. ■ recommendations for monitoring and testing during construction. 12/6/15 X\Pdme NW Construcfion\2015-12_Sommerville Residence Fire Rebuild\Sommerville Residence pro.dou LANDAU ASSOCIATES 3 In order to meet the City of Federal Way's requirement that Landau Associates perform a review of the construction plans to verify that our geotechnical recommcndations are included, we propose to do so and provide a letter stating that the plans incorporate our geotechnical recommendations (once applicable). This review will include one email to Prime NW Construction detailing the items we found to be inconsistent with our report recommendations, and one signed and stamped letter stating that our recommendations have been incorporated into the plans. COST ESTIMATE We estimate the cost for our proposed scope of services to provide the Geotechnical Engineering Report will not exceed $17,446 in general accordance with the following breakdown: Kickoff Meeting with Owner and City (if necessary) $ 825 Drilling Subcontractor $ 2,365 Landau Associates Field Services $ 3,246 Laboratory Testing $ 280 Geotechnical Evaluation and Report $ 9,180 Plan Review and Letter $ 1,550 Estimated Total $ 17,446 We propose to provide the above -described services on a time -and -expenses basis according to the budget set forth above and the attached fee determination summary sheets. In the event the project requirements change, or unexpected conditions are disclosed that appear to require further field effort, study, or analysis, we will bring these to your attention and seek your written approval for an addendum to the scope of services and costs prior to performing additional services. ASSUMPTIONS We have assumed the following as the basis for preparation of our scope of services and estimated cost: • Prime NW Construction will provide Landau Associates a current project base map and complete set of plans in AutoCAD or PDF format. If a base map is not provided, Landau Associates will produce figures showing the location of the boring and project features using available maps or aerial photographs. • The proposed field exploration program can be completed in 1 day. Permission from the property owner and coordination to access the site will be provided or obtained by Prime NW Construction. 12/8/15 X\Pdme NW Conslruction\2015-12 Sommerville Residence Fire Rebuild\Sommerville Residence_pro.docx LANDAU AssocIATES 4 • Consultation and support for stormwater discharge permitting from the State of Washington, King County, Washington Department of Fish and Wildlife, or any other jurisdiction is not included. ■ Landau Associates services are being provided in accordance with the City of Federal Way's Critical Area Direct Services Program, eliminating the need for a third party review of our geotechnical engineering report. Our scope and budget does not include response to comments if a third party review is performed. The City of Federal Way will be copied on all written correspondence, including emails, between Landau Associates and Prime NW Construction. SCHEDULE Field explorations will commence within two weeks after notice to proceed is received, depending on subcontractor availability. Our geotechnical engineering report will be submitted within three to four weeks of completion of the field explorations. AUTHORIZATION Please provide us with written authorization by signing in the space provided below and returning one signed original of this proposal. Due to Prime NW Construction not having a credit history with Landau associates, we require a retainer in the amount of $8,750 payable to Landau Associates prior to beginning any work on this project. We will also require payment of any outstanding invoices prior to issuing the final plan review letter. We appreciate the opportunity to work with Prime NW Construction on this project. Please contact me if you have any questions about our proposed scope of services and budget for this project. LANDAU ASSOCIATES, INC. Carlo Evangelisti, P.E. Senior Geotechnical Engineer CE/CAM/rgm 2016-2958 Attachments: 2016 Compensation Schedule General Conditions 12/8/15 X\Prime NW Construcdon\2015-12_Sommerville Residence Fire Rebuild\Sommerville Residenceyro.docx t-ANDAu ASSOCIATES 5 AUTHORIZATION The scope of services and contractual conditions as described in this proposal are accepted and Landau Associates, Inc. is authorized to proceed. For Signature* Firm* Printed Date * Name of person with contractual authority and firm responsible for payment of Landau Associates, Inc. billing. *Prime NW Constniction 1113 Sleater Kinney Road SE Lacey, Washington 98503 12/8/15 X\Prime NW Construction\2015-12 Sommerville Residence Fire Rebuild\Sommerville Residence_pro.docx LANDAU ASSOCIATES 6 a COMPENSATION SCHEDULE - 2016 LANDAU 14 ASSOCIATES Personnel Labor Hourly Rate Senior Principal 250 Principal 225 Senior Associate 205 Associate 185 Senior 165 Senior Project 150 Project 137 GIS Analyst 137 Senior Staff / CAD Designer 121 Staff / Senior Technician II 107 CAD / GIS Technician 107 Project Coordinator 98 Assistant / Senior Technician I 94 Technician 78 Support Staff 67 Expert professional testimony in court, deposition, declaration, arbitration, or public testimony is charged at 1.5 times the hourly rate. Rates apply to all labor, including overtime. Equipment Field, laboratory, and office equipment used in the direct performance of authorized work is charged at unit rates. A rate schedule will be provided on request. Subcontractor Services and Other Expenses Subcontractor billing and other project expenses incurred in the direct performance of authorized routine services will normally be charged at a rate of cost plus a twelve percent (12%) handling charge. A higher handling charge for technical subconsultants and for high -risk field operations may be negotiated on an individual project basis; similarly, a lower handling charge may be negotiated on projects requiring disproportionally high subconsultant involvement. Invoices Invoices for Landau Associates' services will be issued monthly. Interest of 1'/: percent per month (but not exceeding the maximum rate allowable by law) will be payable on any amounts not paid within 30 days. Term Unless otherwise agreed, Landau Associates reserves the right to make reasonable adjustments to our compensation rates overtime (e.g., long-term continuing projects). T: Templates\Contracts\Compensation Schedule 2016A Landau Associates LANDAU GENERAL CONDITIONS L4 ASSOCIATES SERVICES TO BE PROVIDED = Landau Associates agrees to provide Client, for Client's sole benefit and exclusive use, the consulting services Identified In Landau Associates' proposal. This Agreement gives no rights or benefits to anyone other than Client and Landau Associates. CLIENT FURNISHED INFORMATION — Client shall provide to Landau Associates information regarding the property location, property limits, the location of any buried utilities or structures, and any requirements for entry or work permits, security clearances, licenses or any other required permissions. Landau Associates shall not be liable for damage or injury arising from damage to subterranean structures (pipes, tanks, pipelines, etc.) that are not identified by Client. If the property is not owned by Client, Client shall obtain right -of -entry for the purpose of our services. OWNERSHIP OF DOCUMENTS — Unless otherwise agreed, all logs, notes, calculations, reports and other documents prepared by Landau Associates are the property of Landau Associates. Client is responsible for appropriate use of the information and recommendations contained in Landau Associates' reports and other written correspondence. Any and all such information and recommendations are provided for and are relevant to specific projects, as identified; any reuse of such information for extensions of a project, or disregard for or deviation from Landau Associates' recommendations or for any other project shall be at Client's sole risk and without liability or legal exposure to Landau Associates. STANDARD OF CARE AND LIMITATION OF LIABILITY — Landau Associates' services will be performed with the degree of skill and diligence normally employed by engineering professionals performing similar services in the Northwest at the time services are performed. No other warranty or representation, either express or implied, is included or intended in our proposals, contracts, reports, and communications. To the fullest extent permitted by law, Client expressly agrees to limit any and all claims of Client, including but not limited to claims alleging negligence, breach of contract, or breach of warranty against Landau Associates and/or its employees, for all losses of any kind, including economic loss, to an amount not to exceed the total fee paid under this Agreement or $50,000, whichever is greater. If Client desires a higher limit, Landau Associates may agree to an increased limitation for additional consideration. In the event Client makes a claim against Landau Associates, at law or otherwise, for alleged negligence, error, omission, breach, or other act arising out of the performance of professional services, and Client fails to prove such claim, Client shall pay all costs incurred by Landau Associates in defending itself against the claim. CLIENT INDEMNIFICATION — Client acknowledges that Landau Associates is not responsible for the creation or presence of contamination or pollution, if any, at the property. Client agrees to indemnify, defend, and hold harmless Landau Associates and any of its officers and employees from and against any claim, suit, action, or liability due to or related to contamination conditions at the property except to the extent such claim, suit, action, or liability is caused by the negligence of Landau Associates. For the purposes of this clause, contamination conditions shall mean the actual or alleged existence, discharge, release, or escape of any irritant, pollutant, contaminant, or hazardous substance into or upon the atmosphere, land, groundwater, surface water, or sediment of or near the property. Landau Associates will promptly notify Client of contamination conditions, if identified. SITE SUPERVISION — Landau Associates has no overall supervisory authority or actual and/or direct responsibility for the specific working conditions at the site and/or for any hazards resulting from the actions of any trade contractor. Unless expressly provided in the scope of services, Landau Associates has no duty to inspect, supervise, note, correct, or report any health or safety deficiencies of Client, contractors, or other entities or persons at the project site not employed or subcontracted by Landau Associates. PAYMENT— Invoices for Landau Associates' services will be issued monthly, payable upon receipt. Interest of 1% percent per month (but not exceeding the maximum rate allowable by law) will be payable on any amounts not paid within 30 days, payment thereafter to be applied first to accrued interest and then to the principal unpaid amount. Any attorney's fees or other costs incurred by Landau Associates in collecting any delinquent amount shall be paid by Client. SAMPLE RETENTION — Unless other arrangements are made, uncontaminated samples will be discarded in accordance with applicable regulations 30 days after testing is complete. Contaminated or hazardous materials samples not destroyed by testing remain the property of Client and will be returned to Client or project site for disposition as directed by Client. SUSPENSION OR TERMINATION — If Client requests suspension or termination of our services prior to completion, Landau Associates reserves the right to complete such analyses and records as are necessary to place the files in order, and, when necessary to protect our professional reputation, to complete a report on the services provided to date. Client shall compensate Landau Associates for personnel time and all reasonable expenses at current rates required to accomplish such closing. TIME BAR TO LEGAL ACTION —The parties agree that all legal actions by either party against the other concerning the services provided under this Agreement shall be barred two (2) years after the completion of services by Landau Associates. SEVERABILITY AND SURVIVAL — In the event that any provision of this Agreement shall be held invalid and unenforceable by a decision of a court of competent jurisdiction, the remaining provisions shall be valid and binding. All terms of this Agreement allocating or limiting liability shall survive the completion of the services hereunder and the termination of this Agreement. PRECEDENCE —These general conditions shall take precedence over any inconsistent or contradictory provisions contained in any proposal, contract, purchase order, notice to proceed, or like document regarding Landau Associates' services. T: Templates\Contracts\General Conditions Landau Associates Leila Willoughby -Oakes From: Carlo Evangelisti <CEvangelisti@landauinc.com> Sent: Thursday, December 10, 2015 9:12 AM To: Julie Brannberg Cc: Bob Robinson; Leila Willoughby -Oakes; Calvin McCaughan Subject: RE: Sommerville Residence (Fire Rebuild) Proposal Good morning Julie —Yes your client can prepay for the pre -submission meeting and then we can re-evaluate the scope of work after we meet. A smaller structure won't necessarily impact our scope of work. What will impact our scope (and fee) is the structures proximity to the defined top of slope. We would need to get concurrence from the city, but if the structure is placed outside the 50 ft buffer from the top of slope required by the city's revised code we could possibly eliminate some of the analysis we need to perform (and maybe the boring). But that is something to talk with the city about at the meeting. Carlo Carlo Evangelisti, P.E. ♦ Senior Geotechnical Engineer Landau Associates, Inc. 130 2nd Avenue S, Edmonds, WA 98020 (425) 778.0907 ♦ fax (425) 778.6409 ♦ direct (425) 329.0273 cevan9e1isti@1andauinc.ccm ♦ www.iandauinc.com Landau Associates is proudly carbon neutral through our sustainable practices and financial support of U.S.-based carbon -reduction projects. NOTICE: This communication may contain privileged or other confidential information. If you have received it in error, please advise the sender by reply email and immediately delete the message and any attachments without copying or disclosing the contents. Thank you. From: Julie Brannberg[mailto:iulie.brannberg@gmail.com] Sent: Thursday, December 10, 2015 8:08 AM To: Carlo Evangelisti <CEvangelisti@landauinc.com> Cc: Bob Robinson <bob@primenwc.com> Subject: Fwd: Sommerville Residence (Fire Rebuild) Proposal Hi Carlo, We received the contract for services on the Sommerville project. Our owner reviewed it. He was wondering if we could pay for the presubmission at Federal Way and then re-evaluate. Our thoughts at this point in time are that once we have that meeting, we will likely be going back to the drawing table on the house plans. Would a smaller residence affect your scope of work or are the requirements from City of Federal Way more due to the lot constraints than the size/engineering/placement of the home? am waiting to hear from Federal Way as to when our presubmission is scheduled for. Thanks, Julie ---------- Forwarded message ---------- From: Rhonda Moon <rmoon landauinc.com> Date: Tue, Dec 8, 2015 at 3:31 PM Subject: Sommerville Residence (Fire Rebuild) Proposal To: "julie.brannbergaa mail.com" <ulie.brannberg(a,=ail.com> Cc: "Leila.Willoughby-Oakes@cityoffederalway. com" <Leila.Willoughby-Dakes(a—) offederalway.com>, Carlo Evangelisti <CEvarlgelist!L,landauinc.com> Good afternoon please find attached our geotechnical engineering services proposal for the Sommerville Residence (Fire Rebuild) project in Lacey, Washington. Please let us know if you have questions or need additional information. Thank you. Rhonda G. Moon ♦ Project Coordinator Landau Associates, Inc. 130 2Id Avenue S, Edmonds, WA 98020 (425) 778-0907 ♦ faxf425j 778 6409 rmoon-landauinc.com ♦ www.landauinc.com Landau Associates is proudly carbon -neutral through our sustainable practices and financial support of U.S.-based carbon -reduction projects. NOTICE: This communication may contain privileged or other confidential information. If you have received it in error, please advise the sender by reply email and immediately delete the message and any attachments without copying or disclosing the contents. Thank you. Julie Brannberg (360) 790-6317 1 iulie.brannberggmail.com Leila Willoughby -Oakes From: Leila Willoughby -Oakes Sent: Wednesday, December 02, 2015 3:42 PM To: 'Carlo Evangelisti'; 'Julie Brannberg' Cc: 'Calvin McCaughan' Subject: Direct Services Contact- SOMMERVILLE SF PROJECT (29604 23rd Ave SW) Attachments: 15-105180-SF Technical Review Letter #1.pdf, 15-106019-AD SOMMERVILLE DIRECT SERVICES.pdf Dear Julie and Carlo, Please find attached the Sommerville Residence Rebuild Direct Services application (15- 106019-AD) for geotechnical study services at 29604 23rd Ave. SW, Federal Way. The Shoreline Exemption and Single Family Building permit will be put on -hold until the applicant provides additional information addressing the technical comments sent on November 17, 2015 (attached) . Both applications will remain active for 180 days from the date of this letter unless extensions in writing are submitted (105.3.2 2012 IBC). There is no follow-up correspondence for this direct services request and you may proceed. For this project, the agent for the applicant shall contract directly with Landau Associates Inc. (Edmonds Office) ccing/forwarding the City on all related correspondence for the project files. Unlike the peer review process; that Landau Associates Inc. was initially contracted for, all funds will be paid directly to the City's on -call geotechnical consultant. These funds may be paid upfront and drawn down, or paid at the discretion of the on -call consultant. No pass -through of consulting fees will occur via the city. Landau Associates Inc. was previously forwarded project related documents and site/structural plans for their peer review and is familiar with this project. It is key that the geotechnical engineer review the final approved plans. This may be done my simply submitting a letter by the geotech stating that, Landau has reviewed the project plan drawings in their opinion the plans and specifications meet the intent of the geotechnical report [FWRC 19.145.250(2)(e)]. Julie, your peer review funds of $1,500.00 will be reimbursed to you shortly by the permit center. Please find the applicant and on -call consultant's information below: Prime NW Construction Julie Brannberg (360) 790-6317 1 lulie.brannberg@gmail.com Carlo Evangelist!, P.E. ♦ Senior Geotechnical Engineer Landau Associates, Inc. 130 2nd Avenue S, Edmonds, WA 98020 (425) 778.0907 ♦ fax (425) 778.6409 ♦ direct (425) 329.0273 cevan9efisti . landauinc.com ♦ www.landauinc.cam The building department has not reviewed this application as there•are GHAs on the site. If you would like to receive structural review comments please advise, however as a result of the geotechnical report these comments are subject to change (barring any proposal design changes). We thank you for your patience in this process/project and look forward to working with you. If you have any questions regarding Federal Way's updated Geologically Hazardous Area Regulations found in FWRC 19.145.220-19.145.250 (Adopted June 2015) do not hesitate to contact me. Kind Regards, L. Willoughby -Oakes L. Willoughby -Oakes Associate Planner Please resubmit all applications via the Permit Center. 33325 8th Avenue South Federal Way, WA 98003-6325 Phone:253/835-2644 Fax: 253/835-2609 www.citvoffederalway.cc m DEPARTMENT OF COMMUNITY DEVELOPMENT RECEIVED BY 33325 Wh Avenue South CITY O1 4§� COMMUNITY & ECONOMIC Federal Way, WA 98003-6325 DEVELOPMENT DEPARTMENT 253-835-2607; Fax 253-835-2609 Federal Way ww•)A=.cit offedcr-,slww.esmi NOV 25 2015 15-0 01 - � APPLICATION CRITICAL AREA DIRECT SERVICES PROGRAM n �1 Project Name: r-roject Description: Project Address: "?Quo V cG W Parcel #: 0 12 ( C8 -I I Contact Name:3ALk.�J-DDC"Phone: W � maiL Mailing Address (if different from above): 1' I am the owner of the above referenced property and I authorize the city to obtain an estimate of project cost. I recognize the Direct Services Program is optional and that I may choose to utilize any qualified consultant of my choosing. I agree to indemnify and release the city from all Iiahiliiy associated with the program or the work/reports of the consultant. Signature: Date: City Use Only catit-le Consultant Name: 44 Folder #f Date Sent to Consultant: Fee Estimate: MaV[�tit iteraI Sent to Consultant: Ian ❑ Landscape Plan Iv� 'Construc on Drawin s Pcial Study(s) (tUI �Zher: +� Lug j/i t-' X. It Bulletin #078 — June 1, 2014 c..,,� 4 � � 61 of 1 9?o-V 1 W 6�y'-- Areas 1 `�-1053N - Direct Services Application 16' GALV OR STAINLESS STEEL PLATE (4) e" O GALV. BOLTS 0= DIA. OF INSIDE CORRUGATION PLUS 1/4" (4) e" O GALV. - OR 6" CORRUGATED )PE PIPE )PE PIPE COUPLING ADAPTER (4) e" 0 GALV. ALL -THREAD 16" GALV OR STAINLESS STEEL PLATE GALV. WASHER/NUT 4-6" HDPE PIPE #4 REBAR EMBED 24" MIN CONNECT TO PIPE W/ VINYL COATED WIRE @ 10" OC (TYP.) � I I I I —I ��I=III I - ALL -THREAD 3" (TYP.) PIPE JOINT CONNECTION DETAIL SCALE: 1" = 1' - 0" - 10 PIPE ANCHOR @ 10' OC PER DETAIL (TYP.) 4" OR 6" CORR. 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