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I FINAL PLAT REVIEW LOG SHEET SANDHU LO-.,\ t 1 V-t- PRELIMINARY APPROY AL EXPIRATION .JCNE !Orn 2005 JUJ\E I 0111 2010 SURVEYOR: APPLICANT/AGENT KENNETH R. ANDERSON & ASSOCIATES, !'IC. DA VIS & KLRTH 1720 SOUTH 341'' PLACE SUITE C-4 JONATHAN M. HARKOVICH FEDERAL WAY WA 98003 1201 MONSTER RD. SW STE. 320 PHONE 253-838-1199 FAX 253-838-8164 RENTON WA 98057 425-228-5959 FINAL REVIEW ACT. NO LUSD/ERS FINAL REVIEWER L07FR059 STEVE VANPATTEN • HEARING EXAMINER REPORT & • .DOES LUSD REPORT TO HEARJNG DECISION EXAMINER .JUNE 10 rn 2005 • MAY 12TH 2005 • PRELIMINARY PLAT MAP • 4.PRELIMINARY PLAT MAP • REVISIONS • REVISED & RECEIVED DEC 8 111 2004 • REVISED FEB 9TH 2006 • VARIANCES ROAD • VARIANCES SWM AD.Jl,STMENT • L07V0088 • • PLAT CERTIFICATES • SUPPORTING DOCUMENTS • NOVEMBER 6m 2007 • REC/N0.20050901002799 & 20050901002800 • LOT AREAS & CALCS • HEALTH FINAL APPROVAL • DATE October 24TH 2007 • DATE • IF APPLICABLE • CERT. OF WATER • CERT. OF SEWER • IF APPLICABLE IF APPLICABLE • DATE DATE • APPROVAL ENGINEERING PLANS • NOTES HOW EACH CONDITIONS WI P# & APPROVAL HAS BEEN MET • September 10TH 2007 P#4193 • • November 28m 2007 • REC/SPACE/PARK/& OR STREET • FIRE ENGINEERI:\TG APPROVAL TREE • • L07MI035 Jl'LY 16rn 2007 • DATE • LAND USE INSPECTION • ADDRESSING • ROUTI:\TG • ROUTING Wednesday, December 12, • OKAY TO RECORD 2007 • RECEIVED CORRESPONDENCE lQ King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 www.kingcounty.gov February 12, 2008 Jonathan Harkovich Davis & Kurth 1201 Monster Road SW, Suite 320 Renton, WA 98057 • RE: Permit Fee Estimate: Permit No: L07FR059 (CORRECTED ESTIMATE) Permit Type: Final Plat Dear Mr. Harkovich: The Department of Development and Environmental Services (DDES) has implemented a program for managing certain types of permit applications to provide customers with an enhanced level of customer service. The Project Management program seeks to provide customers with increased predictability for the permit process and better accountability from County review staff with an enhanced level of customer service. For permit applications under Project Management, a project manager is assigned to the permit to facilitate communication with the applicant and provide a fee estimate to cover the anticipated scope of review. The project manager will also monitor and manage the permit application throughout the review process to ensure review schedules remain in line with performance standards and the overall work hours are within the range of estimated fees for the project. Your application was received by our office on November 28, 2007 and will be processed by a Project Manager. The enclosed information provides a summary of the fee estimate for the anticipated work disciplines and also discusses the submittal process and fee estimate revisions which may affect the final permit fees. Once the enclosed estimated fee form is signed and submitted to our Department with a complete permit application, including payment of the .estimated fee, your project will be assigned for fmiher review. All fee payments shall be made to the cashier in the DDES permit center using activity number Permit No: L07FR059 and the signed forms shall be delivered to my attention in the Land Use Services Division. If you have any questions regarding the permit fees or other aspects of the review process, please contact Ray Floren! via email Ray.Florent@kingcounty.gov or by telephone at 206-296-6790. Si~cz~- Raymond E. Floren!, PLS Chief Land Surveyor/ Engineer IV Land Use Services Division enclosures ~ King County Land Use Services Division Project Manager Permit Fee Estimate Pre-app Estimate Number: Permit No: L07FR059 Permit Title: L03P0027 -Benson Trails Plat Permit Type: Final Short Plat Date: February 12, 2008 Based on pennit information submitted by the applicant, the Department of Development and Environmental Services (DOES) has determined the amount ofreview fees for the subject application. The fees shown below do not include ancillary permit fees, recording fees, project-related mitigation fees, or other fees that are passed through to the applicant from other agencies or as part of the project's environmental review. Fixed Fees: Counter Service Fee for Application Intake Critical Area Review Fee (5 Hours Base Fee) Total Fixed Fees: Estimate for Hourly Fees: (112 Hours x $140) Total Permit Fee Estimate: Less Amount Previously Paid: Remaining Fee Estimate Balance: $205.28 $700.00 $905.28 $15,680.00 $16,585.28 $500.00 $16,085.28 Note: The above Estimate for Hourly Fees is the maximum "not to exceed" the number of hours estimated for your project, and is calculated using the department's hourly rate in effect at the time the work is performed. The total estimated hours and fees reflect work performed by some, or all, of the various disciplines listed on the enclosed Fee Estimating Worksheet. The number of hours may be modified based upon the enclosed Fee Estimate, Revision and Acknowledgment form. Your permit will be billed using the installment plan you select. Your first Project Management Statement will reflect the installment schedule to be paid for your permit. You may make your payment in full, but you must make the minimum payment due each month to avoid finance charges. If you have questions about the billing statement, please call Elaine Gregory, Finance Manager, at 206-296-7139 or the Billing Hotline at 206-296-6659. For further questions on this fee estimate or for other requirements about this pcnnit application, please contact Ray Floren! via email Ray.Florent@kingcountv.gov or by telephone at 206-296-6790. Raymon . Floren!, Project Manager Land Use Services Division ProjectManager.dot 11/01/07 Page I ~ King County Land Use Services Division Fee Estimate, Revision and Acknowledgment Form Pre-app Estimate Number: Permit No:: L07FR059 Date: February 12, 2008 Permit Title: L03P0027 -Benson Trails Plat Permit Type: Final Short Plat Estimated Maximum Billed Hours: 112 Applicant: Jonathan Harkovich -Davis & Kurth Total Remaining Fee: $16,085.28 The following fee estimate revisions are enclosed and are part of the fee estimate for this permit. The applicant is required to sign this form acknowledging the estimated cost of this permit and thilt s/he has read the fee esti1rn1te revisions stated below. then submit a copy to DOES within 14 days of the date of this letter. Failure to do this mav result in cancellation of this submittal and estimate. Fee Estimate Revision Applicants are responsible for all fixed fees, reported hours performed in reviewing submittal materials and processing, up to the fee estimate. Changes in the scope of the project review will result in a revised review fee estimate. Fee estimates are based on information submitted to DOES by the applicant prior to finalization of the permit application. In addition, estimates are detennined by utilizing historical data gathered from projects of similar type, size, and scope. The fee estimate will be the maximum fee charged unless the scope of the project changes. Should fewer hours be required to complete the review, then the applicant may receive a refund for those hours. If items are identified that are not originally disclosed or identified later in the process, a new estimate may be required. Applicants will be responsible for any additional hours identified in a new estimate if: I. The applicant fails to provide accurate, complete, or timely information. 2. The applicant fails to disclose a site or development issue that creates the need for additional review, that could not have been reasonably anticipated by the Project Manager during the preparation of the previous Fee Estimate. 3. The applicant changes the scope or design of the proposal, creating the need for additional review, that could not have been reasonably anticipated by the Project Manager during the preparation of the previous Fee Estimate. 4. The applicant fails to complete the construction of the project in a timely manner, creating the need for additional review, unanticipated by the Project Manager during the preparation of the previous Fee Estimate. 5. The applicant files an appeal and the Fee Estimate did not anticipate an appeal. 6. The applicant makes a request to separate the review of the project into distinct phases 7. There has been unauthorized construction on the property, including, but not limited to, clearing or grading, or an associated code enforcement case is opened. 8. The King County Council modifies pennit fees. 9. The project is modified, such that there is a change in the building valuation and the resulting building valuation fees. Keeping review fees at or below the fee estimate will depend on the applicant's commitment to complete the process review. This commitment should include submitting materials which address all County codes, policies, previously approved conditions, and responding to the County's request for corrections or additional information in a timely manner, not to exceed 90 days. D Acknowledged the above Applicant/Owner Name (print) Applicant/Owner Name (signature) ProjectManager.dot 11/20/07 0 Acknowledged, but wish to appeal Date Page 2 W King County INFORMATION ON PROJECT MANAGEMENT STATEMENTS, BILLING/PAYMENT REQUIREMENTS, INSTALLMENT PAYMENT PLANS, AND FINANCE CHARGES If your application is being reviewed under the Project Management program, you will be provided a budget estimate that is based on historic averages and the information you provided with the application. Once you have received the estimate, it is your responsibility to contact the Project Manager and make arrangements for payment plans. Checks may be made out to King County Finance. Typically 100% of the estimate is due prior to assigning your permit for review. Failure to do this may result in cancellation of your application. PROJECT MANAGEMENT STATEMENTS: You will receive a monthly statement showing any used hours against the estimate. The statement also lists all fees and any past due amount, installment due or budget adjustments that must be paid by the first of the following month. PAYMENT PLAN OPTION • OPTIONAL REQUEST: Your permit submittal may qualify for participation in a DOES Finance Section policies installment plan. Under the plan, you must pay an initial amount, typically 50% of the fee estimate and the remaining balance will be billed in monthly installments. Each monthly statement will include any past due amounts, current fees, or budget adjustments, and any installments due by the first of the following month. You will be required to pay the 'Amount Due at Application' reflected on the fee estimate letter and with your first Project Management Statement, less any payments made previously. The remaining balance will be billed in equal monthly payments beginning with the first Project Management Statement you will receive. You may make payment in full. You must make the scheduled installments when due to avoid additional finance (late) charges. If the project is approved before all of the installment payments are billed, all outstanding balances will be billed on the subsequent statement. FINANCE CHARGES: To avoid finance charges, payment will be required prior to the due date listed on the remittance advice of the statement. Finance charges are assessed on the outstanding delinquent balance. ACKNOWLEDGMENTS AND APPEALS: An appeal process to project management fee estimates is in legislation. The authority and details of the procedures have not yet been finalized. By checking the Acknowledged the above box, the applicant/owner consents to the information provided in this letter. However, if you check the Acknowledge but wish to appeal box, the applicant/owner is contesting the estimated cost of the permit and requesting an appeal on said costs. The applicant/owner will be notified of the stipulations and requirements to complete an appeal. Acknowledgement and the required application materials are mandatory prior to the review of the permit application. In addition, you are still required to pay the deposit, current balance and any future installments. Failure to do so will result in finance charges. ProjectManager.dot 1 !/01/07 Page 3 ~ King County Printed Date 02/11 .'08 Land Use Services Division Engineering Review Section (CORRECTION) Project Management Fee Estimating Worksheet (CORRECTION) Permit Type Final Plat Review Prepared For: BENSON TRAILS PermiUPreApp No· L07FR059 Permit Type FINAL Submitted: 11/28/2007 Subtype: FlNAL-P Current Houri Rate· $ 140.00 Fixed Fee$: Descri tion of Fees Authori Intake Group 2 B. Fire Flow and Access 27.10.040 Budget Default Hours Listed Fees Hours Est. 205.28 Date Prepared· Applicable Fixed Fee Houri Fee $ 205.28 Justification Type of Permit Not Applicable C. Boundary line adjustment 27.10.220 Incl. 1st 4 hours of review 560.00 D Forestry/Tree Retention 27.10.090 ~ Acres j Engineerln~ Review: 'Rd E. §11@@1 JHl@1ir19 I 0110. 11.fo.iiM dliMJt@ 12 ___ 5 Hrs. $ 700.00 LESS COMPLEX ENG. ISSUES I Final Surve~ Review: fFR' r. §JbdiVS16ii-liRai IJJ1W. h. 16.266 @§6M8le lniiials PDYE Boundary line adjustment 27 .10.220 57 __ 9_0 Hrs. $ 12,600.00 MORE COMPLEX SURVEY CONTROL SVAN I Constructabiliz Review Fees: (SI) J lh§S@dGI 1J .Ufiiid Review and Fee Estimate Fee est. and Project Management D. Nonresidential review Geotech Streams Wetlands ,02· 00" f5°'c 15 $700.00 Critical Area Estimate after 5 hours: 0 10 0 14 Yes 3 0 4 2 ___ o Hrs .,;), __ 1_0 Hrs O Hrs. 5 $ 0 Hrs. ---0 Hrs ---4 Hrs O Hrs $ 1,400.00 PDYE 700.00 EXPECTED REV. LESS THAN AVG. $ 5 min per lot ___ 1_6 Lots 5 2 Hrs. N Other (Shorelines, FPA) 27.10.140 0 Plans Examiner Review Enter Fixed+ plan review fee from Permit Plus Total Fixed Fees: Estimated Review Hours Above Base Hours: Total Estimated Review Hours: Less Amount Already Paid: Hrs Hrs 5 $ 905.28 112 Hourly Fee: $ 15,680.00 117 Total Fee Estimate: $ $ 500.00 Total Amount Currently Owed: $ PM-ERSFeeEstimate.x/s Version 021108 16,585.28 16,085.28 REPORT AND DECISION OFFICE OF THE HEARING EXAMINER KING COUNTY, W ASffiNGTON 400 Yesler Way, Room 404 Seattle, Washington 98104 Telephone (206) 296-4660 Facsimile (206) 296-1654 June 10, 2005 SUBJECT: Department of Development and Environmental Services File No. L03P0027 Proposed Ordinance No. 2005-0199 SANDHU SUBDIVISION Preliminary Plat Application Location: On the north side of Southeast 184th Street (12044 Southeast 184th Street), approximately 300 feet east of the intersection with 120th Avenue Southeast Applicant: Kulwant Sandhu, represented by Aleanna Kondelis Cramer Northwest, Inc. 945 North Central, Suite 104 Kent, Washington 98032 Telephone: (253) 852-4880 King County: Department of Development and Environmental Services, represented by Trishah Bull 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Telephone: (206) 296-6758 Facsimile: (206) 296-7051 SUMMARY OF DECISION/RECOMMENDATIONS: Department's Preliminary Recommendation: Department's Final Recommendation: Examiner's Decision: EXAMINER PROCEEDINGS: Hearing Opened: Hearing Continued Administratively: Hearing Closed: , Approve, with conditions Approve, with conditions Approve, with conditions May 12, 2005 May 12, 2005 May 24, 2005 Participants at the public hearing and the exhibits offered and entered are listed in the attached minutes. A verbatim recording of the hearing is available in the office of the King County Hearing Examiner. L03P0027~Sandhu FINDINGS, CONCLUSIONS & DECISION: Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS: I. General Information: Owner/Developer: Engineer: STR: Kulwant Sandhu 13989 SE 159th Place Renton, WA 98058 425-269-7270 Cramer Northwest Inc. 945 N Central, Suite I 04 Kent, WA 98032 253-852-4880 NW-33-23-05 2 Location: The site is localed at 12044 SE 184th Street, approximately 300 feet east of the SE 184th Street and !20th Avenue SE intersection. Zoning: Acreage: Number of Lots: R-6-SO 6.27 16 Density: 2.6 units per acre Lot Size: Average size is approximately 3,500 square feet. Proposed Use: Single-family detached dwellings Sewage Disposal: Soos Creek Water & Sewer Water Supply: Soos Creek Water & Sewer Fire District: King County Fire District No. 40 School District: Renton School District No. 403 Application Completeness Date: November 17, 2003 2. Except as modified herein, the facts set forth in the DDES reports to the Examiner and the DDES and King County Department of Transportation testimony are found to be correct and are incorporated herein by reference. 3. The Applicant filed a preliminary plat application to subdivide 6.27 acres into 16 lots for detached single-family dwellings in the R-6-SO zone, as well as a significant amount of open space and critical area tracts. The average lot area is approximately 3,500 square feet. The odd- shaped property fronts the north side of Southeast 184th Street and has terrain which consists of a very gentle to near-flat slope from the northwest to the south and southeast. The east half of the site is encumbered by a diagonally-running Bonneville Power Administration (BPA) transmission line easement, and also has a significant area of wetlands. The wetlands extend westerly into the northwest portion of the site and to a small degree to the southwest portion of the site fronting Southeast 184th Street. The vicinity of the site is developed with single-family residences on a wide range oflot and parcel sizes, except for the aforementioned BPA transmission line corridor. L03P0027~Sandhu 3 4. Access to the interior of the subdivision and the development lots will be provided by the extension of a short cul-de-sac road northerly from Southeast 184th Street and then curving northeast to terminate in a bulb in the northeast portion of the development area (which i; the southwest quarter of the overall property). Development drainage is subject to the Modified Level I Flow Control and Basic water quality standards of the Surface Water Design Manual. Runoff will be conveyed via a biofiltration swale to a two-cell detention pond and then released at controlled rates into the downstream system. 5. As made subject to a condition herein, the offsite pedestrian routes to the public schools which resident schoolchildren would attend (to the pertinent bus stop for middle schoolers) will have sufficiently safe walkway conditions. CONCLUSIONS: I. The proposed subdivision, as conditioned below, would conform to applicable land use controls. In particular, the proposed type of development and overall density are specifically permitted under the R-6-SO zone. 2. If approved subject to the conditions below, the proposed subdivision will make appropriate provisions for the topical items enumerated within RCW 58.17.110, and will serve the public health, safety and welfare, and the public use and interest. 3. The conditions for final plat approval set forth below are reasonable requirements and in the public interest. 4. The dedications of land or easements within and adjacent to the proposed plat, as shown on the revised preliminary plat submitted on December 8, 2004, or as required for final plat approval, are reasonable and necessary as a direct result of the development of this proposed plat, and are proportionate to the impacts of the development. DECISION: The preliminary plat of the Sandhu subdivision, as revised and received December 8, 2004, is approved subject to the following conditions of final plat approval: I. Compliance with all platting provisions of Title 19A of the King County Code. 2. All persons having an ownership interest in the subject property shall sign on the face of the final plat a dedication which includes the language set forth in King County Council Motion No. 5952. 3. The plat shall comply with the density requirements of the R-6-SO zone classification. All lots shall meet the minimum dimensional requirements of the R-6-SO zone classification or shall be as shown on the face of the approved preliminary plat, whichever is larger, except that minor revisions to the plat which do not result in substantial changes may be approved at the discretion of the Department of Development and Environmental Services. 4. All construction and upgrading of public and private roads shall be done in accordance with the King County Road Standards established and adopted by Ordinance No. 11187, as amended (1993 KCRS). L03P0027~Sandhu 4 5. The applicant shall obtain documentation by the King County Fire Protection Engineer certifying compliance with the fire flow standards of Chapter 17.08 of the King County Code. 6. Final plat approval shall require full compliance with the drainage provisions set forth in King County Code 9.04. Compliance may result in reducing the number and/or location of lots as shown on the preliminary approved plat. Preliminary review has identified the following conditions of approval which represent portions of the drainage requirements. All other applicable requirements in KCC 9.04 and the Surface Water Design Manual (SWDM) must also be satisfied during engineering and final review. a. Drainage plans and analysis shall comply with the 1998 King County Surface Water Design Manual and applicable updates adopted by King County. DDES approval of the drainage and roadway plans is required prior to any construction. b. Current standard plan notes and ESC notes, as established by DDES Engineering Review, shall be shown on the engineering plans. c. The following note shall be shown on the final recorded plat: All building downspouts, footing drains, and drains from all impervious surfaces such as patios and driveways shall be connected to the permanent storm drain outlet as shown on the approved construction drawings # on file with DDES and/or the King County Department of Transportation. This plan shall be submitted with the application of any building permit. All connections of the drains must be constructed and approved prior to the final building inspection approval. For those lots that are designated for individual lot infiltration systems, the systems shall be constructed at the time of the building permit and shall comply with plans on file." d. The drainage evaluation for this project has identified a downstream capacity problem along a stream corridor which contributes to localized flooding problems approximately 500 feet downstream from the plat. To mitigate potential drainage problems, storm water facilities shall be designed using the modified level one criteria as specified in the drainage manual, which detains storm water for the JO-year storm and limits the release of peak flow rates based upon the downstream capacity. The design criteria for the modified level one standard is summarized in the drainage manual on page 1-26 and shall be implemented during review of the final engineering plans. e. Drainage facilities shall also include designs for water quality treatment using standards for the basic protection menu as outlined in the drainage manual. If wet ponds are utilized for water quality treatment, the pond configurations may require modification to a rectangular shape to achieve the 3: I flow path required by the drainage manual. To accommodate the required detention storage volumes and water quality facilities, the size of the proposed drainage tracts may need to increase. All runoff control facilities shall be located in separate tracts and be dedicated to King County unless portions of the drainage tract are used for recreation space in accordance with KCC 2 IA.14.180. f. Storm water facilities shall be designed to address any proposed on-site bypass of storm water as described on page 1-36 and 3-52 in the drainage manual. • L03P0027~Sandhu 5 g. The proposed drainage facility within Tract B is located in the Bonneville Transmission Line right-of-way. Prior to engineering plan approval, the applicant shall provide correspondence and/or permits from Bonneville indicating approval for locating and constructing the drainage facility. h. As required by Special Requirement No. 2 in the drainage manual, the I 00-year floodplain boundaries for the onsite wetlands shall be shown on the final engineering plans and recorded plat. 1. The final drainage plan shall be reviewed for compliance with the setback requirements from sensitive areas. As specified in KCC 21A.24.200, structures shall be set ba;k a distance of 15 feet from the edge of sensitive area buffers. Compliance with the setback design standards may require modifications and/or relocation of the proposed drainage facility within Tracts A and B. The current conceptual drainage plan shows concrete retaining walls within the setback which is not allowed by County code. J. A permit from the Washington State Fisheries Department may be required for roadway improvements along the property frontage which may impact wetlands and/or streams. Any required permits shall be submitted to King County prior to engineering plan approval. 7. The proposed subdivision shall comply with the 1993 King County Road Standards (KCRS) including the following requirements: a. SE I 84th Street shall be improved as an urban neighborhood collector along the plat frontage. The improvements shall include curb, gutter, and sidewalk along the north side of the roadway with the curb located at I 6 feet from road centerline. , b. The onsite cul-de-sac shall be improved as an urban minor access street. c. Due to previous grading work within the site, the applicant shall demonstrate to the satisfaction of King County that the proposed roadways are constructed on suitable soils with subgrade compaction in accordance with County standards. Lot grading shall also be evaluated to assure that building sites are properly prepared for future home construction. d. The proposed road improvements shall address the requirements for road surfacing , outlined in KCRS Chapter 4. As noted in section 4.0 IF, a full width pavement overlay is required where widening existing asphalt. e. Street trees shall be included in the design of all road improvements, and shall comply with Section 5.03 of the KCRS. f. SE 184th Street is designated a neighborhood collector street which may require designs for bus zones and tum outs. As specified in KCRS 2.16, the designer shall contact Metro and the local school district to determine any specific requirements. g. Modifications to the above road conditions may be considered by King County pursuant to the variance procedures in KCRS 1.08. L03P0027~Sandhu 6 8. SCHOOL WALKWAY: To provide a safe walkway for school-age pedestrians, the Applicant shall improve Southeast 184'" Street from the frontage to the school bus 'pick-up' location at the intersection of Southeast 184"'/I 20'" Avenue SE. At the intersection of Southeast 184"' Street/120'" Avenue SE, a widened paved 'pad' shall be provided for those students. This off-frontage improvement shall consist of one of the following: a. A minimum five (5) foot wide paved walkway-separated from the existing roadway pavement edge by a four (4) foot wide gravel shoulder, or b. A full-width eight (8) foot wide paved shoulder delineated by a white edge line stripe, or c. Full urban improvements (i.e. concrete curb, gutter and 5-foot wide concrete sidewalk). The Applicant may choose to share costs of9.c. above with the developer of the proposed plat of "Goss" (DDES File #LOSPOOO I) and/or, the developer of the proposed plat located at the northwest comer of the intersection of 124"' Avenue SE/Southeast 184"' Street (DDES pre-application File #A05PMI02), provided the curb line shall be set at 16-feet north of the right-of-way centerline, the roadway widened with a full roadway pavement section, and the existing roadway pavement overlaid or reconstructed as required by the requirements ofKCRS 4.01. (RCW 58.17.110) These off-site improvements will not be required if the school district decides in its future plan to provide bus pick up location at the plat entrance or any other location in the vicinity of the site and transport the elementary school kids to and from school by bus. If the pick up location is not at the plat entrance, then a safe pedestrian walkway from the site to the bus pick up location shall be provided. To implement the above condition, the Applicant shall submit detailed engineering plans for the required walkway and other directly-related roadway work for review and approval by King County DOT and King County DDES. 9. Al] utilities within proposed rights-of-way must be included within a franchise approved by the King County Council prior to final plat recording. I 0. The applicant or subsequent owner shalJ comply with King County Code 14.75, Mitigation Payment System (MPS), by paying the required MPS fee and administration fee as determined by the applicable fee ordinance. The applicant has the option to either:(!) pay the MPS fee at final plat recording, or (2) pay the MPS fee at the time of building permit issuance. If the first option is chosen, the fee paid shall be the fee in effect at the time of plat application and a note shalJ be placed on the face of the plat that reads, "AlJ fees required by King County Code 14.75, Mitigation Payment System (MPS), have been paid." If the second option is chosen, the fee paid shall be the amount in effect as of the date of building permit application. 11. Lots within this subdivision are subject to King County Code 2 IA.43, which imposes impact fees to fund school system improvements needed to serve new development. As a condition of final approval, fifty percent (50%) of the impact fees due for the plat shall be assessed and collected immediately prior to recording, using the fee schedules in effect when the plat receives fmal approval. The balance of the assessed fee shall be allocated evenly to the dwelling units in the plat and shalJ be collected prior to building permit issuance. L03P0027-Sandhu 7 12. The planter islands (if any) within the cul-de-sacs shall be maintained by the abutting lot owners or homeowners association. This shall be stated on the face of the final plat. 13. The proposed subdivision shall comply with the Sensitive Areas Code as outlined in KCC 21A.24. Permanent survey marking and signs as specified in KCC 21A.24.160 shall also be addressed prior to final plat approval. Temporary marking of sensitive areas and their buffers (e.g., with bright orange construction fencing) shall be placed on the site and shall remain in place until all construction activities are completed. 14. Preliminary plat review has identified the following specific requirements which apply to this project. All other applicable requirements from KCC 2 !A.24 shall also be addressed by the applicant. Wetlands a. Class 2 wetland{s) shall have a minimum buffer of 50 feet, measured from the wetland edge. b. The wetland(s) and their respective buffers shall be placed in a Sensitive Area Tract ' (SAT). c. Buffer averaging may be proposed, pursuant to KCC 21A.24.320,-provided the total amount of the buffer area is not reduced and better resource protection is achieved,-subject to review and approval by a DDES Senior Ecologist. d. A minimum building setback line of 15 feet shall be required from the edge of the tract. e. Split-rail fence shall be installed along the wetland buffers. 15. The following note shall be shown on the final engineering plan and recorded plat: RESTRICTIONS FOR SENSJTNE AREA TRACTS AND SENSITNE AREAS AND BUFFERS Dedication of a sensitive area tract/sensitive area and buffer conveys to the public a beneficial interest in the land within the tract/sensitive area and buffer. This interest includes the preservation of native vegetation for all parposes that benefit the public health, safety and welfare, including control of surface water and erosion, maintenance of slope stability, and protection of plant and animal habitat. The sensitive area tract/sensitive area and buffer imposes upon all present and future owners and occupiers of the land subject to the tract/sensitive area and buffer the obligation, enforceable on behalf of the public by King County, to leave undisturbed all trees and other vegetation within the tract/sensitive area and buffer. The vegetation within the tract/sensitive area and buffer may not be cut, pruned, covered by fill, removed or damaged without approval in writing from the King County Department of Development and Environmental Services or its successor agency, unless otherwise provided by law. The common boundary between the tract/sensitive area and buffer and the area of development activity must be marked or otherwise flagged to the satisfaction of King County prior to any clearing, grading, building construction or other development activity on a lot subject to the sensitive area tract/sensitive area and buffer. The required marking or flagging shall remain in place until all development proposal activities in the vicinity of the sensitive area are completed. L03P0027~Sandhu No building foundations are allowed beyond the required 15-foot building setback line, unless otherwise provided by law. 8 16. Suitable recreation space shall be provided consistent with the requirements ofKCC 21A.14.180 and KCC 21A.14.190 (i.e., sport court[s], children's play equipment, picnic table[s], benches, etc.). a. A detailed recreation space plan (i.e. area calculations, dimensions, landscape specifications, equipment specifications, etc.) shall be submitted for review and approval by DOES and King County Parks prior to or concurrent with the submittal of the engineering plan. This plan must not conflict with the Significant Tree Inventory & Mitigation Plan. b. A performance bond for recreation space improvements shall be posted prior to recording of the plat. 17. A homeowners' association or other workable organizat_ion shall be established to the satisfaction ofDDES which provides for the ownership and continued maintenance of the recreation, open: .. :. space and/or sensitive area tract(s). 18. Street trees shall be provided as follows (per KCRS 5.03 and KCC 2 lA.16.050): a. Trees shall be planted at a rate of one tree for every 40 feet of frontage along all roads. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. b. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 1993 King County Road Standards, unless King County Department of Transportation determines that trees should not be located in the street right-of-way. c. If King County determines that the required street trees should not be located within the right-of-way, they shall be located no more than 20 feet from the street right-of-way line. d. The trees shall be owned and maintained by the abutting lot owners or the homeowners association or other workable organization unless the County has adopted a maintenance program. Ownership and maintenance shall be noted on the face of the final recorded plat. e. The species of trees shall be approved by DOES if located within the right-of-way, and shall not include poplar, cottonwood, soft maples, gum, any fruit-bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines. f. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DDES prior to engineering plan approval. g. The applicant shall contact Metro Service Planning at 684-1622 to determine if SE 184th Street is on a bus route. IfSE 184th Street is a bus route, the street tree plan shall also be reviewed by Metro. L03P0027-Sandlrn 9 h. The street trees must be installed and inspected, or a performance bond posted prior to recording of the plat. If a performance bond is posted, the street trees must be installed and inspected within one year ofrecording of the plat. At the time of inspection, if the trees are found to be installed per the approved plan, a maintenance bond must be submitted or the performance bond replaced with a maintenance bond, and held for one year. After one year, the maintenance bond may be released after DDES has completed a second inspection and determined that the trees have been kept healthy and thriving. 1. A landscape inspection fee shall also be submitted prior to plat recording. The imi:;ection fee is subject to change based on the current County fees. 19. Areas used as regional utility corridors shall be contained in separate tracts and meet the setback requirements of King County Code 21A.12.140-Setbacks from regional utility corridors. 20. Significant Trees, S0-220. This development condition requires the applicant to retain a percentage of existing significant trees on-site. The applicant is exempt from this requirement per KCC 21A.38.23.B.h., which states: Project sites with 25 percent or greater of the total gross site area in sensitive areas, sensitive area buffers and other areas to be left undisturbed such as wildlife corridors, shall be exempt from the significant tree retention requirements of this chapter. ORDERED this I 0th day of June, 2005. Peter T. Donahue, Deputy King County Hearing Examiner TRANSMITTED this 10th day of June, 2005, to the following parties and interested persons ofncord: Helen Arendall K.E. & Marjorie Eilers Ivana Halvorsen 18202 -!20th Ave. SE 18260 !20th Ave. SE Barghausen Consulting Renton WA 98058 Renton WA 98058 18215-72nd Ave. S. Kent WA 98032 Charles Hooper Aleanna Kondelis Frank G. Lattanzio 18207 -124th Ave. SE Cramer Nonhwest, Inc. 18211-124thAve. SE Renton WA 98058 945 N. Central, Ste. 104 Renton WA 98058 Kent WA 98032 Rebecca Lind Rick Lowe Guy E. Mondale City of Renton 12255 SE 184th St. 12037 SE 184th St. 1055 S Grady Way Renton WA 98058 Renton WA 98058 Renton WA 98055 Michael & Sandra Nelson Kulwant Sandhu Seattle KC Health Dept. 18613 124th Ave. SE 13989 SE 159th Pl. E. Dist. Environ. Health Renton WA 98058 Renton WA 98058 14350 SE Eastgate Way Bellevue WA 98007 L03P0027~Sandhu Mark Stiefel 22312-113thAvenueSE Kent WA 98031-2651 Kim Claussen DDESILUSD Current Planning MS OAK-DE-0100 Nick GiJlen DDESILUSD Site Development Services MS OAK-DE-0100 Steve Townsend DDES/LUSD Land Use Inspections MS OAK-DE-0100 Gregg Zimmerman City of Renton 1055 S Grady Way Renton WA 98055 Lisa Dinsmore DDES/LUSD MS OAK-DE-0100 Kris Langley Traffic Review DDES/LUSD MS OAK-DE-0100 Larry West DDESILUSD Geo Review MS OAK-DE-0100 NOTICE OF RIGHT TO APPEAL Trishah Bull DDES/CPLN Current Planning Section MS OAK-DE-0100 Peter Dye DDES/LUSD Engineering Review MS OAK-DE-0100 Carol Rogers DDESILUSD MS OAK-DE-0100 JO In order to appeal the decision of the Examiner, written notice of appeal must be filed with the Clerk of the King County Council with a fee of $250.00 (check payable to King County Office of Finance) on or before June 24, 2005. If a notice of appeal is filed, the original and six (6) copies of a written appeal statement specifying the basis for the appeal and argument in support of the appeal must be filed with the Clerk of the King County Council on or before July 1, 2005. Appeal statements may refer only to facts contained in the hearing record; new facts may not be presented on appeal. Filing requires actual delivery to the Office of the Clerk of the Council, Room 1025, King County Courthouse, 516 3nl Avenue, Seattle, Washingt0n 98104, prior to the close of business (4:30 p.m.) on the date due. Prior mailing is not sufficient if actual receipt by the Clerk does not occur within the applicable time period. The Examiner does not have authority to extend the time period unless tlte Office of the Clerk is not open on the specified closing date, in which event delivery prior to the close of business on the next business day is sufficient to meet the filing requirement. Ifa written notice of appeal and filing fee are not filed within fourteen (14) calendar days of the date of this report, or if a written appeal statement and argument are not filed within twenty-one (21) calendar days of the date of this report, the decision of the hearing examiner contained herein shall be the final decision of King County without the need for further action by the Council. MINUTES OF THE MAY 12, 2005, PUBLIC HEARING ON DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FILE NO. L03P0027. Peter T. Donahue was the Hearing Examiner in this matter. Participating in the hearing were Trishah Bull, Peter Dye and Kris Langley, representing the Department; Aleanna Kondelis, representing the Applicant; and Ms. Eilers. ' . , L03P0027~Sandhu The following Exhibits were offered and enterer\ into the record: Exhibit No. 1 DDES File No. L03P0027 Exhibit No. 2 DDES Preliminary Report dated May 12, 2005 Exhibit No. 3 Application received by DDES on October 13, 2003 Exhibit No. 4 Environmental Checklist received by DDES on October 13, 2003 Exhibit No. 5 Determination of Non-Significance dated April 22, 2005 Exhibit No. 6 Affidavit of Posting indicating January 24, 2004 as the date of posting and January 26, 2004 as the date the affidavit was received by DDES Exhibit No. 7 Preliminary Plat Map dated December 8, 2004 (Revised) Exhibit No. 8 Assessors Map: NW 33-23-05 Exhibit No. 9 Kroll Page 605 W 11 Exhibit No. 10 Offsite Drainage Analysis (Revised) by Mark W. Stiefel, P.E., received April 21, 2004 Exhibit No. 11 Wetland Analysis Report and Restoration Plan prepared by B-twelve Associates, Inc., PID:gao L03P0027 RPT Received October 13, 2003 ' ® DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES LAND USE SERVICES DIVISION KING COUNTY, WASHINGTON PRELIMINARY REPORT TO THE HEARING EXAMINER May 12, 2005 -PUBLIC HEARING AT 1:30 PM DDES Hearing Room 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 Phone: (206) 296-6600 PROPOSED PLAT OF SANDHU SUBDIVISION FILE NO: L03P0027 PROPOSED ORDINANCE NO: 2005-0199 A. SUMMARY OF PROPOSED ACTION: This is a request for a subdivision of 6.27 acres into 16 lots for detached single-family dwellings in the R-6-SO zone. The average lot area is approximately 3,500 square feet. See Attachment I for a copy of the proposed plat map. B. GENERAL INFORMATION: Owner/Developer: Kulwant Sandhu 13989 SE 159th Place Renton, WA 98058 425-269-7270 Engineer: STR: Location: Cramer Northwest Inc. 945 N Central, Suite 104 Kent, WA 98032 253-852-4880 NW-33-23-05 The site is located at 12044 SE 184th Street, approximately 300 feet east of the SE 184th Street and 120th Avenue SE intersection. Zoning: R-6-SO Acreage: 6.27 Number of Lots: 16 Density: 2.6 units per acre Lot Size: Average size is approximately 3,500 square feet. Proposed Use: Single-family detached dwellings Sewage Disposal: Soos Creek Water & Sewer Water Supply: Soos Creek Water & Sewer Fire District: King County District #40 School District: Renton School District #403 Complete Application Date: December 1, 2003 Staffrpt/masters/PLATFMT.Oct 1997 C. HISTORY/BACKGROUND: D. The Subdivision Technical Committee (SIC) of King County has conducted an on-site examination of the subject property. The SIC has discussed the proposed development with the applicant to clarify technical details of the application, and to determine the compatibility of this project with applicable King County plans, codes, and other official documents regulating this development. · As a result of preliminary discussions, the applicant presented the Technical Committee with a revised plat on December 8, 2004. The primary modifications include changing Jot configurations to accommodate the wetland buffer, change in the configuration of the drainage tracts, and a change in the number oflots, from 17 to 16. THRESHOLD DETERMINATION OF ENVIRONMENTAL SIGNIFICANCE: Pursuant to the State Environmental Policy Act (SEPA), RCW 43.21 C, the responsible official of the Land Use Services Division (LUSD) issued a threshold determination of non-significance (DNS) for the proposed development on April 22, 2005. This determination was based on the review of the environmental checklist and other pertinent documents, resulting in the conclusion that the proposal would not cause probable significant adverse impacts on the environment. Therefore, an environmental impact statement (EIS) was not required prior to proceeding with the review process. Agencies, affected Native American tribes and the public were offered the opportunity to comment on or appeal the determination for 14 days. The DNS appeal period will close on May 9, 2005. E. AGENCIES CONTACTED: 1. King County Department of Natural Resources: No response. 2. King County Parks Department: The comments from this division have been incorporated into this report. 3. King County Fire Protection Engineer: Fire protection engineering preliminary approval has been granted. 4. Renton School District #403: The comments from this district have been incorporated into this report. 5. Soos Creek Water & Sewer District: The comments from this district have been incorporated into this report. 6. Washington State Department of Ecology: No response. 7. Washington State Department of Fish and Wildlife: No response. 8. Washington State Department of Natural Resources: No response. 11. Washington State Department of Transportation: No response. 12. METRO: No response. F. NATURAL ENVIRONMENT: 1. Topography: The site is fairly level with a 2 percent average slope from the northwest to the south or southeast. The eastern portion of the site is primarily wetland, wetland buffer, and BP A Transmission Line Easement. 2. Soils: Two surfaces soils are found on this site per King County Soil Survey, 1973. Staffrpt/maeters/PLATFMT.Nov99.doc clc ll/10/99 -2 - Ag!! -Alderwood gravely, sandy loam; 0-6% slopes. Runoff is slow and the erosion hazard is slight. This soil type has a moderate limitation for low building foundations due to a seasonally high water table, and severe limitations for septic tank filter fields due to very slow permeability in the substratum. AgC -Alderwood gravely, sandy loam; 6-15% slopes. Runoff is slow to medium and the hazard of erosion is moderate. This soil has a moderate limitation for foundations, due to a seasonally high water table and slope. It has a severe limitation for septic tank filter fields due to very slow permeability in the substratum. 3. Wetland/streams:· A Wetland Analysis Report and Restoration Plan was prepared by B- twelve Associates, Inc. The report indicates that there is one large wetland on the site, two large wetland areas connected by a channel. The wetlands and their respective buffers shall be placed in a Sensitive Area Tract (SAT). The site lies within the Soos Creek drainage basin. 4. Vegetation: This site is primarily covered in pasture grasses. Scattered evergreen/deciduous trees and brush occur in limited numbers. 5. Wildlife: Small birds and animals undoubtedly inhabit this site; however, their population and species are limited due to nearby development. Larger species may visit this site on occasion. No threatened or endangered species are known to exist on or near the property. G. NEIGHBORHOOD CHARACTERISTICS: The site itself is made up of two parcels. The parcel located in the SW comer of the site is where most of the lot development will occur. The second parcel is primarily wetland, wetland buffer, and a BPA transmission line easement. Two houses, a garage, and a shed are located on the SW parcel; the remaining portion of the site is bare dirt or grass pasture. All of the existing structures will be removed with development. On all sides of the site, excluding the BP A transmission line easement, are parcels developed with single-family residences on lots that range from 9,720 square feet to 5.17 acres. H. SUBDMSION DESIGN FEATURES: 1. L,ot Pattern and Density: The zoning of the subject property is R-6-SO. The proposed subdivision appears to meet the base density, minimum density, minimum lot width, and minimum lot area requirements of the R-6-SO zone. 2. Internal Circulation: The proposed lots will be served by an internal street system with cul-de-sac that extends northerly from SE 184th Street. The onsite cul-de-sac shall be improved as an urban minor access street. 3. Roadway Section: As aforementioned, the onsite cul-de-sac street shall be improved as an urban minor access street. In addition, SE 184th Street shall be improved as an urban neighborhood collector along the plat frontage. The improvements shall include curb, gutter, and sidewalk along the north side of the roadway with the curb located at 16 feet from road centerline. 4. Drainage: The Sandhu Subdivision is located in the Soos Creek basin. The site is subject to the Modified Level 1 flow control and Basic water quality requirements of the 1998 KCSWDM. Runoff from the onsite roadway and driveways will be collected and discharged via an enclosed storm drainage system to a biofiltration swale, then through a two cell detention pond, outlet control structure, then released to the downstream conveyance system. I. TRANSPORTATION PLANS: I. Transportation Plans: The subject subdivision is not in conflict with the King County Transportation Plan, Regional Trail Plan, or Nonmotorized Transportation Plan. Staffrpt/masters/PLATFMT.Nov99.doc clc 11/10/99 -3 - 2. Subdivision Access: As previously stated, the proposed lots will be served by an internal street system with cul-de-sac that extends northerly from SE 1841h Street. The onsite cul- de-sac shall be improved as an urban minor access street. 3. Traffic Generation: It is expected that approximately 160 vehicle trips per day will be generated with full development of the proposed subdivision. This calculation includes service vehicles (i.e., mail delivery, garbage pick-up, school bus) which may currently serve this neighborhood, as well as work trips, shopping, etc. 4. Adequacy of Arterial Roads: This proposal has been reviewed under the criteria in King County Code 14. 70, Transportation Concurrency Management; 14.80, Intersection Standards; and King County Code 14. 75; Mitigation Payment System. a. King County Code 14.70 -Transportation Concurrency Management: The Transportation Certificate of Concurrency dated October 15, 2002, indicates that transportation improvements or strategies will be in place at the time of development, or that a financial commitment is in place to complete the improvements or strategies within six (6) years, according to RCW 36. 70A.070(6). b. King County Code 14.80 -Intersection Standards: The traffic generated by this subdivision falls below the threshold requiring mitigation. The existing arterial system will accommodate the increased traffic volume generated by this proposal. c. King County Code 14.75 -Mitigation Payment System: King County Code 14.75, Mitigation Payment System (MPS), requires the payment of a traffic impact mitigation fee (MPS fee) and an administration fee for each single family residential lot or unit created. MPS fees are determined by the zone in which the site is located. This site is in Zone 342 per the MPS/Quartersection list. MPS fees may be paid at the time of final plat recording, or deferred until building permits are issued. The amount of the fee will be determined by the applicable fee ordinance at the time the fee is collected. J. PUBLIC SERVICES: 1. Schools: This proposal has been reviewed under RCW 58.17.110 and King County Code 21A.28 (School Adequacy). a. School Facilities: The subject subdivision will be served by Benson Hill Elementary, Nelsen Middle, and Lindbergh Senior High Schools, all located within the Renton School District. b. School Capacity: The Renton School Board has adopted capacity figures which indicate their ability to accommodate additional students. The figures reveal the district has adequate capacity to accommodate the anticipated students generated by this proposal. c. School Impact Fees: No ordinance requiring impact fees for this school district has been adopted. d. School Access: The District has indicated that the future students from this subdivision will walk to Benson Hill Elementary and Lindbergh High School and be bussed to Nelsen Middle School. Walkway conditions to Benson Hill Elementary wilt consist of sidewalk, along the plat frontage, and paved or gravel shoulders (per plat condition). Walkway conditions to Lindbergh High School will consist of sidewalks, gravel shoulders, and paved shoulders. Walkway conditions to the Nelsen Middle School bus stop will consist of sidewalks and paved or gravel shoulders (per plat condition). Staffrpt/masters/~LATFMT.Nov99.doc clc ll/10/99 -4 - 2. Parks and Recreation Space: The nearest public park is Boulevard Lane Park, located at the intersection of SE 184th Street and 124'h Avenue. KCC 2IA.14 requires subdivisions in the UR and R zone classifications to either provide on-site recreation space or pay a fee to the Parks Division for establishment and maintenance of neighborhood parks. At this time, the applicant is proposing to provide suitable recreation space. The Subdivision Technical Committee concurs with the applicant's proposal. KCC 21A.14.190 requires subdivisions to provide tot/children play areas within the recreation space on-site. The proposal includes a 6,630-square-foot play area with a tot lot and sport court. 3. Fire Protection: The Certificate of Water Availability from Soos Creek Water and Sewer District indicates that water is presently available to the site in sufficient quantity to satisfy King County Fire Flow Standards. Prior to final recording of the plat, the water service facilities must be reviewed and approved per King County Fire Flow Standards. K. UTILITIES: 1. Sewage Disposal: The applicant proposes to serve the subject subdivision by means of a public sewer system managed by Soos Creek Water and Sewer District. A Certificate of Sewer Availability, dated January 7, 2003, indicates this sewer district's capability to serve the proposed development. 2. Water Supply: The applicant proposes to serve the subject subdivision with a public water supply and distribution system managed by Soos Creek Water and Sewer District. A Certificate of Water Availability, dated January 7, 2003, indicates this district's capability to serve the proposed development. L. COMPREHENSIVE AND COMMUNITY PLAN: M. N. 1. Comprehensive Plan: This proposal is governed by the 2000 King County Comprehensive Plan which designates this area as Urban. 2. Community Plans: The subject subdivision is located in the Soos Creek Community Plan. ANALYSIS: The Subdivision Technical Committee has not identified any significant issues involved in the preliminary review and recommendations of this proposal. CONCLUSIONS: The subject subdivision will comply with the goals and objectives of the King County Comprehensive Plan and will comply with the requirements of the Subdivision and Zoning Codes and other official land use controls of King County, based on the conditions for final plat approval. 0. RECOMMENDATIONS: It is recommended that the subject subdivision, revised and received December 8, 2004, be granted preliminary approval subject to the following conditions of final approval: 1. Compliance with all platting provisions ofTit]e 19A of the King County Code. 2. All persons having an ownership interest in the subject property shall sign on the face of the final plat a dedication which includes the language set forth in King County Council Motion No. 5952. 3. The plat shafl comply with the density requirements of the R-6-SO zone classification. All lots shall meet the minimum dimensional requirements of the R-6-SO zone classification or shall be as shown on the face of the approved preliminary plat, whichever is larger, except that minor revisions to the plat which do not result in substantial changes may be approved at the discretion of the Department of Development and Environmental Services. Staffrpt/masters/PLATFMT.Nov99.doc clc 11/10/99 -5 - 4. All construction and upgrading of public and private roads shall be done in accordance with the King County Road Standards established and adopted by Ordinance No. 11187, as amended (1993 KCRS). 5. The applicant must obtain the approval of the King County Fire Protection Engineer for the adequacy of the fire hydrant, water main, and fire flow standards of Chapter 17.08 of the King County Code. 6. Final plat approval shall require full compliance with the drainage provisions set forth in King County Code 9.04. Compliance may result in reducing the number and/or location oflots as shown on the preliminary approved plat. Preliminary review has identified the following conditions of approval which represent portions of the drainage requirements. All other applicable requirements in KCC 9.04 and the Surface Water Design Manual (SWDM) must also be satisfied during engineering and final review. a. Drainage plans and analysis shall comply with the 1998 King County Surface Water Design Manual and applicable updates adopted by King County. DOES approval of the drainage and roadway plans is required prior to any construction. b. Current standard plan notes and ESC notes, as established by DOES Engineering Review, shall be shown on the engineering plans. c. The following note shall be shown on the final recorded plat: All building downspouts, footing drains, and drains from all impervious surfaces · such as patios and driveways shall be connected to the permanent storm drain outlet as shown on the approved construction drawings # on file with ODES and/or the King County Department of Transportation. This plan shall be submitted with the application of any building permit. All connections of the drains must be constructed and approved prior to the final building inspection approval. For those lots that are designated for individual lot infiltration systems, the systems shall be constructed at the time of the building permit and shall comply with plans on file.." d. The drainage evaluation for this project has identified a downstream capacity problem along a stream corridor which contributes to localized flooding problems . approximately 500 feet downstream from the plat. To mitigate potential drainage · problems, storm water facilities shall be designed using the modified level one criteria as specified in the drainage manual, which detains storm water for the I 0- year storm and limits the release of peak flow rates based upon the downstream capacity. The design criteria for the modified level one standard is summarized in the drainage manual on page 1-26 and shall be implemented during review of the final engineering plans. e. Drainage facilities shall also include designs for water quality treatment using standards for the basic protection menu as outlined in the drainage manual. If wet ponds are utilized for water quality treatment, the pond configurations may require modification to a rectangular shape to achieve the 3: 1 flow path required by the drainage manual. To accommodate the required detention storage volumes and water quality facilities, the size of the proposed drainage tracts may need to increase. All runoff control facilities shall be located in separate tracts and be dedicated to King County unless portions of the drainage tract are used for recreation space in accordance with KCC 2 lA.14.180. f. Storm water facilities shall be designed to address any proposed on-site bypass of storm water as described on page 1-36 and 3-52 in the drainage manual. g. The proposed drainage facility within Tract B is located in the Bonneville Transmission Line right-of-way. Prior to engineering plan approval, the applicant shall provide correspondence and/or permits from Bonneville indicating approval for locating and constructing the drainage facility. Staffrpt/maaters/PLATFMT.Nov99.doc clc 11/10/99 -6 • h. As required by Special Requirement No. 2 in the drainage manual, the 100-year floodplain boundaries for the onsite wetlands shall be shown on the final engineering plans and recorded plat. 1. The final drainage plan shall be reviewed for compliance with the setback requirements from sensitive areas. As specified in KCC 21A.24.200, structures shall be set back a distance of 15 feet from the edge of sensitive area buffers. Compliance with the setback design standards may require modifications and/or relocation of the proposed drainage facility within Tracts A and B. The current conceptual drainage plan shows concrete retaining walls within the setback which is not allowed by County·code. J. A perruit from the Washington State Fisheries Department may be required for roadway improvements along the property frontage which may impact wetlands and/or streams. Any required permits shall be submitted to King County prior to engineering plan approval. 7. The proposed subdivision shall comply with the 1993 King County Road Standards (KCRS) including the following requirements: a. SE 1841h Street shall be improved as an urban neighb0rhood collector along the plat frontage. The improvements shall include curb, gutter, and sidewalk along the north side of the roadway with the curb located at 16 feet from road centerline. b. The onsite cul-de-sac shall be improved as an urban minor access street. c. Due to previous grading work within the site, the applicant shall demonstrate to the satisfaction of King County that the proposed roadways are constructed on suitable soils with subgrade compaction in accordance with County standards. Lot grading shall also be evaluated to assure that building sites are properly prepared for future home construction. d. The proposed road improvements shall address the requirements for road surfacing outlined in KCRS Chapter 4. As noted in section 4.0lF, a full width pavement overlay is required where widening existing asphalt. e. Street trees shall be included in the design of all road improvements, and shall comply with Section 5.03 ofthe KCRS. f. SE 184th Street is designated a neighborhood collector street which may require designs for bus zones and turn outs. As specified in KCRS 2.16, the designer shall contact Metro and the local school district to determine any specific requirements. g. Modifications to the above road conditions may be considered by King County pursuantto the variance procedures in KCRS 1.08. 8. SCHOOL WALKWAY: To provide a safe walkway for school-age pedestrians, the Applicant shall improve Southeast 184th Street from the frontage to the school bus 'pick- up' location at the intersection of Southeast 1841h/120th Avenue SE. At the intersection of Southeast 184th Street/1201h Avenue SE, a widened paved 'pad' shall be provided for those students. This off-frontage improvement shall consist of one of the following: a. A minimum five (5) foot wide paved walkway-separated from the existing roadway pavement edge by a four (4) foot wide gravel shoulder, or b. A full-width eight (8) foot wide paved shoulder delineated by a white edge line stripe, or c. Full urban improvements (i.e. concrete curb, gutter and 5-foot wide concrete sidewalk). Staffrpt/masters/PLATFMT .Nov99 .doc clc ll/l0/99 -7 - The Applicant may choose to share costs of9.c. above with the developer of the proposed plat of"Goss" (DDES File #LOSPOOOl) and/or, the developer of the proposed plat located at the northwest comer of the intersection of 124th Avenue SE/Southeast 1841h Street (DDES pre-application File #A05PMI02), provided the curb line shall be set at 16-feet north of the right-of-way centerline, the roadway widened with a full roadway pavement section, and the existing roadway pavement overlaid or reconstructed as required by the requirements ofKCRS 4.01. (RCW 58.17.110) These off-site improvements will not be required if the school district decides in its future plan to provide bus pick up location at the plat entrance or any other location in the vicinity of the site and transport the elementary school kids to and from school by bus. If the pick up location is not at the plat entrance, then a safe pedestrian walkway from the site to the bus pick up location shall be provided. To implement the above condition, the Applicant shall submit detailed engineering plans for the required walkway and other directly-related roadway work for review and approval by King County DOT and King County DDES. 9. All utilities within proposed rights-of-way must be included within a franchise approved by the King County Council prior to final plat recording. IO. The applicant or subsequent owner shall comply with King County Code 14.75, Mitigation Payment System (MPS), by paying the required MPS fee and administration fee as determined by the applicable fee ordinance. The applicant has the option to either: (1) pay the MPS fee at final plat recording, or (2) pay the MPS fee at the time of building permit issuance. If the first option is chosen, the fee paid shall be the fee in effect at the time of plat application and a note shall be placed on the face of the plat that reads, "All fees required by King County Code 14. 75, Mitigation Payment System (MPS), have been paid." If the second option is chosen, the fee paid shall be the amount in effect as of the date of building permit application. 11. Lots within this subdivision are subject to King County Code 2 lA.43, which imposes impact fees to fund school system improvements needed to serve new development. As a condition of final approval, fifty percent (50%) of the impact fees due for the plat shall be assessed and collected immediately prior to recording, using the fee schedules in effect when the plat receives final approval. The balance of the assessed fee shall be allocated evenly to the dwelling units in the plat and shall be collected prior to building permit 1Ssuance. 12. The planter islands (if any) within the cul-de-sacs shall be maintained by the abutting lot owners or homeowners association. This shall be stated on the face of the final plat. 13. The proposed subdivision shall comply with the Sensitive Areas Code as outlined in KCC 21A.24. Permanent survey marking and signs as specified in KCC 21A.24.160 shall also be addressed prior to final plat approval. Temporary marking of sensitive areas and their buffers ( e.g., with bright orange construction fencing) shall be placed on the site and shall remain in place until all construction activities are completed. 14. Preliminary plat review has identified the following specific requirements which apply to this project. All other applicable requirements from KCC 21A.24 shall also be addressed by the applicant. Wetlands a. Class 2 wetland(s) shall have a minimum buffer of 50 feet, measured from the wetland edge. b. The wetland(s) and their respective buffers shall be placed in a Sensitive Area Tract (SAT). c. Buffer averaging may be proposed, pursuant to KCC 2 lA.24.320,-provided the total amount of the buffer area is not reduced and better resource protection is achieved.subject to review and approval by a DDES Senior Ecologist. Staffrpt/masters/PLATFMT.Nov99.doc clc ll/10/99 .. 8 .. d. A minimum building setback line of 15 feet shall be required from the edge of the tract. e. Split.rail fence shall be installed along the wetland buffers. 15. The following note shall be shown on the final engineering plan and recorded plat: . RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS Dedication of a sensitive area tract/sensitive area and buffer conveys to the public a beneficial interest in the land within the tract/sensitive area and buffer. This interest includes the preservation of native vegetation for all purposes that benefit the public health, safety and welfare, including control of surface water and erosion, maintenance of slope stability, and protection of plant and animal habitat. The sensitive area tract/sensitive area and buffer imposes upon all present and future owners and occupiers of the land subject to the tract/sensitive area and buffer the obligation, enforceable on behalf of the public by King County, to leave undisturbed all trees and other vegetation within the tract/sensitive area and buffer. The vegetation within the tract/sensitive area and buffer may not be cut, pruned, covered by fill, removed or damaged without approval in writing from the King County Department of Development and Environmental Services or its successor agency, unless otherwise provided by law. The common boundary between the tract/sensitive area and buffer and the area of development activity must be marked or otherwise flagged to the satisfaction of King County prior to any clearing, grading, building construction or other development activity on a lot subject to the sensitive area tract/sensitive area and buffer. The required marking or flagging shall remain in place until all development proposal activities in the vicinity of the sensitive area are completed. No building foundations are allowed beyond the required 15-foot building setback line, unless otherwise provided by law. 16. Suitable recreation space shall be provided consistent with the requirements ofKCC 21A.14.180 and KCC 21A.14.190 (i.e., sport court[s], children's play equipment, picnic table[s], benches, etc.). a. A detailed recreation space plan (i.e. area calculations, dimensions, landscape specifications, equipment specifications, etc.) shall be submitted for review and approval by DDES and King County Parks prior to or concurrent with the submittal of the engineering plan. This plan must not conflict with the Significant Tree Inventory & Mitigation Plan. b. A performance bond for recreation space improvements shall be posted prior to recording of the plat. 17. A homeowners' association or other workable organization shall be established to the satisfaction of DDES which provides for the ownership and continued maintenance of the recreation, open space and/or sensitive area tract(s). 18. Street trees shall be provided as follows (per KCRS 5.03 and KCC 21A.16.050): a. Trees shall be planted at a rate of one tree for every 40 feet of frontage along all roads. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. b. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 1993 King County Road Standards, unless King County Department of Transportation determines that trees should not be located in the street right-of-way. Staffrpt/masters/PLATFMT.Nov99.doc clc 11/10/99 -9 - • c. If King County det=ines that the required street trees should not be located within the right-of-way, they shall be located no more than 20 feet from the street right-of-way line. d. The trees shall be owned and maintained by the abutting lot owners or the homeowners. association or other workable organization unless the County has adopted a 'maintenance program. Ownership and maintenance shall be noted on the face of the final recorded plat. e. The species of trees shall be approved by ODES iflocated within the right-of- way, and shall not include poplar, cottonwood, soft maples, gum, any fruit-bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines: f. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DOES prior to engineering plan approval. g. The applicant shall contact Metro Service Planning at 684-1622 to determine if SE 184th Street is on a bus route. IfSE 184th Street is a bus route, the street tree plan shall also be reviewed by Metro. h. The street trees must be installed and inspected, or a performance bond posted prior to recording of the plat. If a performance bond is posted, the street trees must be installed and inspected within one year of recording of the plat. At the time of inspection, if the trees are found to be installed per the approved plan, a maintenance bond must be submitted or the performance bond replaced with a maintenance bond, and held for one year. After one year, the maintenance bond may be released after ODES has completed a second inspection and determined that the trees have been kept healthy and thriving. 1. A landscape inspection fee shall also be submitted prior to plat recording. The inspection fee is subject to change based on the current County fees. 19. Areas used as regional utility corridors shall be contained in separate tracts and meet the setback requirements of King County Code 21A.12.140-Setbacks from regional utility corridors. 20. Significant Trees, S0-220. This develQpment condition requires the applicant to retain a percentage of existing significant trees on-site. The applicant is exempt from this requirement per KCC 21A.38.23.B.h., which states: Project sites with 25 percent or greater of the total gross site area in sensitive areas, sensitive area buffers and other areas to be left undisturbed such as wildlife corridors, shall be exempt from the significant tree retention requirements of this chapter. OTHER CONSIDERATIONS: 1. The subdivision shall conform to KCC 16.82 relating to grading on private property. 2. Development of the subject property may require registration with the Washington State Department of Licensing, Real Estate Division. · 3. Preliminary approval of this application does not limit the applicant's responsibility to obtain any required permit or license from the State or other regulatory body. This may include, but is not limited to the following: a. Forest Practice Permit from the Washington State Dept. of Natural Resources. b. National Pollutant Discharge Elimination System (NPDES) Permit from WSDOE. c. Water Quality Modification Permit from WSDOE. d. Water Quality Certification (401) Permit from U.S. Army Corps of Engineers TRANSMITTED TOP ARTIES LISTED HEREAFTER: Staffrpt/masters/PLATFMT.Nov99.doc clc ll/10/99 -10 • King County Hearing Examiner ARENDALL, HELEN 18202 120TH AVE SE RENTON, WA 98058 CRAMER NORTHWEST INC. 945 N Central, Suite #104 Kent, WA 98032 HALVORSEN, IV ANA BARGHAUSEN CONSULTING ENGINEERS, INC 18215 72ND AVES KENT, WA 98032 HOOPER, CHARLES 18207 124TH AVE SE RENTON, WA 98058 LATTANZIO, FRANK G. 18211124THAVE SE RENTON, WA 98058 LIND, REBECCA CITY OF RENTON EDNSP 1055 SOUTH GRADY WAY RENTON, WA 98059 LOWE,RICK 12255 SE 184TH ST. RENTON, WA 98058 MONDALE, GUYE. 12037 S.E. 184TH ST. RENTON, WA 98058 NELSON, MIKE & SANDY 18613 124TH AVE SE RENTON, WA 98058 SANDHU, KULWANT 13989 SE 159TH PL RENTON, WA 98058 SEATTLE KC HEALTH DEPT. E.DISTR. ENVIRON. HEALTH 14350 SEEASTGATE WAY BELLEVUE, WA98007 ZIMMERMAN,GREGG CITY OF RENTON 1055 S. GRADY WAY RENTON, WA98055 BULL, TRISHAH PROJECT MANAGER II DDES/LUSD CLAUSSEN, KIM PROJECT MANAGER ill DDES/LUSD DINSMORE, LISA CURRENT PLANNING SUPERVISOR DDES/LUSD . DYE, PETE SR. ENGINEER DDES/LUSD GILLEN, NICK WETLAND REVIEW DDES/LUSD LANGLEY, KRIS TRAFFIC REVIEW ODES /LUSD ROGERS, CAROL CURRENT PLANNING SECTION DDES/LUSD TOWNSEND, STEVE LAND USE INSPECTIONS DDES/LUSD WEST, LARRY GEO REVIEW DDES/LUSD Staffrpt/masters/PLATPMT.Nov99.doc clc 11/10/99 -11 - G i ti '"t)' ~ m - 0 :n "1J ~ m ; ~ :1: rn :z. ,-I .---------~·, . ! FOU/~D 1/2" RffMR W/ CA, "ORYCO /34145" ',b 9-'a,_\ PER RUfRENCF. 'JJ((,F'( \----~~ --~ tis !_G__ 287) \ 'J8 '06 '591: 473.07' (CALC P.) -------------~ ~I --I{ ,--; ')!.// W ~I'§;~¥ c'6'072·kc ? #-1 4' HICI! a,,f/fi[O-filR£ F[NCt. (IJRN[~-\ 1 . .,;"~ffe.1~7/;,7//'_l/"7/I.>::. i 1s l.4f' soorr1 ct 1.1r Psr m ~ 474.50' /Ft.AT! ------- B " c'I':> cONCRETE MONUMENT " 8AAS5 NAJL ?SECTION OF cr,'1-'I, ~,¢' WT4 ~¢\G~·~, ,n/~~-\\If. S.E. & HH sr. (H£LD) ON 6-13-02 '1'-('.(jv S88'D5'341: 517.58' /CALCD.} 518.0I' /Pt..,IJ) -------------------------- (CALCVJ 100.00· «:£EJJ & A.Ari B / 'CALCO.} 300.00' /fffD f; Pt.,(TJ ~ \s " ' l'CALCD.J 300.00'-([E:lJ) -------~ ... ·--- RU IJ SHAU.-KWE --~·SYSta,$ c«6tt1fll 10 1PEftlR 01l(t!a;f~ ,JV.tlP BUFftR.Ma. FOR GTKE.~ fjt § ;:: " h ;I ~15 LOT6 " PPOPf'Rrt CO~NfR l '" R-6-SO E1 ""' ,} ij;;; • ~ r.""""--.."', .-4-...J ~2. . "'/ ~~y~' ~ilC'·..,,......,,,.....:;;::_j 4' HJGH IIIRf mid CORNER ,s 0.52· NORTH & ·o.ss· rur OF PROPEJ(lY CMNER [OUND 7 IRON P/1 0.43' ~ '.JRTH & 0.06' WES,: OF Ct\LC'D. PROPERTY CORNER ,t}fa DJ XI0.1)'1' (fU1J ~ tt' RCP 04-- [Laa4J1.8~- t -"'::-Rn•• EL~423.58 1 t' METAf. .... .. ..... , .... ,.1-~ .('!.'~[.!.,,;. ""' ']75~ 8 -i i \ ~os::;,m··· ... ; .... ·- : i: : L~J[f!fNCJ!/Jlfi/( \ \ ~ / H01JSf I ,;er Pk. NAil (W //ORTH SIDC5 f. 1 : / , fffV. ~ 425.83(NAVD88) -~ -~i. REG/ONAL · unLJTY \ ~,., ~ CORRIDOR !RACT ·-::.1 %°'\ ~o, ~~o "' :-""' OPEN SPACE ";i;\li\ ~~-<.~ ?,• C ~\ \ ""' \ i i " --':.--------- ~ ,\ -,~ _,,;.,.I() ';g_\ F', . .,f:)i.4_...._:1 ~w ~ :i . ._,o (t-\1: "'~ lf"ac· __., & \\ "l." "'" \% N '"'" mlw, . .. :'!- 18,_ t,-i-_ ~~'t 1\ .:.,<;. ... 0 . '<.\ ;- -~ ~ "'!;, t~·~"' :1 \ <i\ ii, SWill QWHABE .~nf<'o"' ""' ., .. ,.,., ,.,. ,\\\•i ,,. ~f'OOlf _____..... E> il "' . ~ POffl' Alll&'ffllU11tW t ?. ~, "'""260,8;;': ~COJ . I 4-..... ..;;.;;.;;;;...,.._ ' ' ~ Jl I JJ2~2 .fQ!1t{D o.ru· stNJm & <0.01• wrsr l ~. ·.'.3 ---~S!J.-C'D --- sJ·_R_!!.17..j·:\~~~~~?,p, ~"':'..'=~-•"' ,, ' -............ ""''" """"" ~ ,i ,,,. ' .. ,........ -' ,.---- R-6-SO ,~ 184rn sr. \1 \~\.1.." 1 <;.,\;" l ' - ® King County Depar1ment of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TTY 206-296-7217 Project Name: Sandhu Subdivision Project Address and Parcel Number. 619960-0282 and 619960-0320 Applicant/Design Engineer Name: Scott Mesic PE Address: 10117 Main Street City, State, ZIP: Bothell. WA 98011 Web Date: 09/2812005 For alternate formats, call 206-296-6600. DOES File No.: L!"-:1.--{ c:D<2.8' L06SR020 v-1 EnringArm Name: Site Development Associates Telephone: 425.486.6533 ODES Engineer lnltials: 0 Route Application to LUIS Date: oq • O'f. c::,7 D Check here It project engineering plans are approved and construction has begun. INSTRUCTIONS TO APPLICANT/DESIGN ENGINEER: Please be sure to include all plans, sketches, photos and maps which may assist in complete review and consideration of your variance request. For a complete list of road variance submittal requirements, refer to separate list from ODES. Failure to provide all pertinent information may result in delayed processing or denial of request. Please submit this request and applicable fee to the Department of Development and Environmental Services (DOES) Permit Center at 900 Oakesdale Ave. SW, Renton, WA 98055-1219. To make an appointment for permit submittal, please call 206-296-6797. For more information, refer to the ODES Web site, www.metrokc.gov/ddes. DESCRIPTION OF VARIANCE REQUEST: We are proposing a 55 foot centerline radius for a private access tract (PAT) that will serve 4 of the proposed lots The delta for the curve Is 48 degrees. APPLICABLE SECTION(S) OF STANDARDS: King County Road Standards Section 2-10. The minimum centerline radius for a PAT with a delta angle of up to 75 degrees is 100 feet. We are proposing a 55 foot radius. JUSTIFICATION (see attachments, pages to The proposed PAT will serve four lots and is approximately 100 feet in length. Both volumes and speed on this facility would be very low. The intersection with the plat road for this PAT would be on a cul-de-sac. A condition of the variance would be to install a standard curb and gutter section driveway per KCRS standard detail 3-004 rather than the standard curb wraps. AUTHORIZATION SIGNATURES: ODES STAFF RECOMMENDATION DEP,ARTMENT OF TRANSPORTATION AUTHORIZATION A roval D Condttioned A I Denied County Design Engineer: Date Date RECEIVED PAT-Radii.doc Check out the ODES Web site at www.metrokc.qovl'*cOUNlY 1e-req-n1var.pdf 0912812005 LAND USE SERVICES Page 1 of 1 STEWART TITLE GUARANTY COMPANY Subdivision Guarantee Guarantee No.: SG-2631-Fee: $300.00 Effective Date: November 6, 2007 at 12:00 AM Order Number: 205124925 The County of KING and any City within which said subdivision is located in a sum not exceeding $1,000.00 That, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior boundary of said Subdivision Guarantee, the only parties having any record title interest in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication as shown in Subdivision Guarantee. ~ Signed under seal for the Company, but this Guarantee is to be valid only when it bears an authorized countersignature. ~ ~ ~ ~ Countersigned by: Authorized Countersignature STEW ART TITLE Company SEATAC, Washington City, State II stewart [.S'lltJe guaranty company /\9 · ·~ d -.,,,, ,a,·'7M: f '/f!lt-·/ Senior Chairman ;(e Board President Guarantee Serial No. SG-2631- II In writing this company please address it at P.O. Box 2029, Houston, Texas 77252, and refer to the printed Serial Number. ··;=i[B • ! I = ' \ ... 5 DI 2007 K.C. D.O.E.S. SUBDIVISION GUARANTEE Guarantee No.: SG-2631- Order Number: 205124925 Reference Number: SANDU PROPERTY, LLC Effective Date: November 6, 2007 at Subdivision Guarantee: Sales Tax: Total: $300.00 $26.40 $ 326.40 OWNERS: SANDHU PROPERTY, LLC, A WASHINGTON LIMITED LIABILITY COMPANY LEGAL DESCRIPTION: See Attached Exhibit A SUBJECT TO: 1. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: JULY 18, 1941 RECORDING NO.: 3178820 IN FAVOR OF: UNITED STATE OF AMERICA FOR: ELECTRIC TRANSMISSION, TELEPHONE AND TELEGRAPH LINES AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION. 2. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: JULY 15, 1949 RECORDING NO.: 3919394 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: THE LEGAL DESCRIPTION CONTAINED IN SAID EASEMENT IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN SAID PREMISES 3. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS DELINEATED AND/OR DESCRIBED ON THE PLAT RECORDED IN VOLUME 46 OF PLATS AT PAGE(S) 100 IN KING COUNTY, WASHINGTON. 4. NON-TRANSFERABLE LAND USE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: RECORDED: RECORDING NUMBER: Guarantee No: SG-2631- BONNEVILLE POWER ADMINISTRATION SANDHU PROPERTY, LLC JUNE 1, 2007 20070601000687 I SUBDIVISION GUARANTEE 5. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH. THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31 5T. YEAR: 2007 AMOUNT BILLED: $2,335.89 AMOUNT PAID: $1,167.95 AMOUNT DUE: $1,167.92, PLUS INTEREST AND PENALTY, LEVY CODE: TAX ACCOUNT NO.: ASSESSED VALUATION: LAND: IMPROVEMENTS: (AFFECTS PARCEL A) IF DELINQUENT 4250 619960-0282-04 $204,000.00 $0.00 6. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30T". THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31 8T. YEAR: 2007 AMOUNT BILLED: $4,958.44 AMOUNT PAID: $2,479.22 AMOUNT DUE: $2,479.22, PLUS INTEREST AND PENAL TY, LEVY CODE: TAX ACCOUNT NO.: ASSESSED VALUATION: LAND: IMPROVEMENTS: (AFFECTS PARCEL B) IF DELINQUENT 4250 619960-0320-08 $416,000.00 $ 1,000.00 7. LIABILITY FOR SEWER TREATMENT CAPACITY CHARGES THAT MAY BE ASSESSED BUT NOT DISCLOSED IN THE PUBLIC RECORDS. PLEASE CONTACT THE KING COUNTY CAPACITY CHARGE DEPARTMENT FOR FURTHER INFORMATION AT 206-296-1450. 8. DEED OF TRUST: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NO.: SANDHU PROPERTY, LLC, A WASHINGTON LIMITED LIABILITY COMPANY STEWART TITLE VIKING BANK $1,920,000.00 AUGUST 30, 2005 SEPTEMBER 1, 2005 20050901002800 MODIFICATION AND/OR AMENDMENT BY INSTRUMENT: DATED: JUNE 22, 2006 AND MAY 28, 2007 RECORDED: JUNE 26, 2006 AND JUNE 27, 2007 RECORDING NO.: 20060626002509 AND 20070627002244 Guarantee No: SG-2631- SUBDIVISION GUARANTEE Guarantee No: SG-2631- SUBDIVISION GUARANTEE The Company's liability for this report is limited to the compensation received. This report is based on the Company's property records, and no liability is assumed for items misindexed or not indexed in the public records, or for matters which would be disclosed by an inquiry of parties in possession or by an accurate survey or inspection of the premises. This report and the legal description given herein are based upon information supplied by the applicant as to the location and identification of the premises in question, and no liability is assumed for any discrepancies resulting therefrom. This report does not represent either a commitment to insure title, an examination of or opinion as to the sufficiency or effect of the matters shown, or an opinion as to the marketability of title to the subject premises. I certify this is a true accurate reflection of those documents on file at the King County Court House, Seattle, Washington as of the date and time referenced above. Don Peters :dp Guarantee No: SG-2631- File Number: 205124925 PARCEL A: SUBDIVISION GUARANTEE Exhibit A LEGAL DESCRIPTION LOT 5, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE WEST 300 FEET THEREOF; AND THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING BETWEEN THE EASTERLY AND WESTERLY LINES OF THE BONNEVILLE TRANSMISSION LINE RIGHT-OF-WAY, AS DESCRIBED IN INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 3178820, AND LYING BETWEEN THE NORTH LINE OF LOT 4 AND THE SOUTH LINE OF LOT 7, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON, EXTENDED EASTERLY. PARCELS: LOT 7, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON. Guarantee No: SG-2631 · ORDER NO:. 205124925 N This sketch is provided without charge for information. It is not intended to show all matters related to the property including, but not limited to area, dimensions, encroachments or locations of boundaries. It's not a part of, nor does it modify, the commitment or pol'lcy to which it is attached. The company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information . . •..:llll jUI GM I- \ " .... I I \ OIII ,1, ii \ • 1111tl \ -\ \ , \ \ I ----------,sr-------I • • ' \ I • N~HWEST RN GARDEN ~ \ I JHUl • I \ .... ' I \ IIHlf \ I '" -I I ..... \ I (,r----... I I I I TR CTS 1,1111 DIV NO. 8 \ I \ I -\IOLU-Ltltl \ \ I • 4 $ ' i-.. • .. •••Ho••i \ \ .1 \ \ 7 \ / i I I \ \ \ \ """ • .. -.QIHt I I ... I \ ~...-IBA~~ = • IIHUI It W'. lm,llil Hp, lflNol .. .. ., ... ,, im,,$ e,t D ,.1. ; ' " " ..... 01,0,, • .... -1101 1a11a 1.., mar 11MI. -~ --\ "' \ .... . It 18000 International Boulevard South, Suite 510 SeaTac, Washington 98188 206-770-8700 • 888-896-1443 tax 206-770-8703 • 253-882-2033 COPIES OF DOCUMENTS ORDER NUMBER: 205124925 FOR PROPERTY ADDRESS 12026 SOUTHEAST 184TH STREET, RENTON, WA 98052 ,;:J .. --· ,-::, Irr 1 '.~-. . ·/It.., ' L'.:: ·._... -:s O) , n. 1 -1 -' L· NOV 2 8 2007 l---' K.C, D.D.E.S. L07FK0'71 AFfER RECOFIOIHG MA!L TO: Name SANOHU PROPER1Y UC. Addr9IIII 27013 f>AClFIC HWY S. #3S3 Cl!y, Slate, Zlp DES MOINES, WA 11Bi98 E2152219 e,1t\lS-I 1.a;,r •ilf """'rl· ... ~ .i.fl .. ~au .... . Statutory Warranty Deed 20050901002799.001 11R GllANTOR KULWANT S. SANDHU and SANTOXH X. SANDHU. Bu.btnd Uid Wile rm mt ID i;oJDh:qtx,:D, of Tu Dollut •N .tber nhlabl• cH11lderaUoa. in band paid. c:onnya Cid wamna IO SANDHU PJtOn.RTY UC.. A WNlll•Jto• Llmff,ed lJabhll)' C•m,n, tbt: fDllawinJ dacnW fl:l.! imr-. situ.led .ill Om Caianly of KING,. St.411 o!Wal!dqloD: FAJl:CEL At LOT S. BLOCK J. NOllTH:WES'RRN GAJilDIJt TRACTS. DlVISION NO. i. ACCOJIDING TO TIU: PLAT TJU:IIEOF lll!COIIHD IN VOLUMl< .. 07 PL.\TS, PAGE(S) !OD, RECORDS OF KING COUNh', WASBINGTON; EXCEPT THE WEST 310 .n:r.r THDXOF; AND THAT PORTION OP THE soum&AST QUilTER OF THE NORTIIWl:ST QVAJn'KR OF nc1'tON 33, TOWNSHIP 23 NORTH. R,ANGE 5 RAST, W.M. IN KlNG COUNTY, WASHINGTON, LYING BETWEEN THI: EASTERLY AND WESTERLY LINES OF BONNEVILLE TRANSMJSSION I...INE llIGIIT.01-WA.Y, AS DESCRIBED IN lffSTRUMEN'T RECORDED UNDICR KlNG COUNTY Rl'iCORDING NO. 3178lllO. AND LYING BETWEEN fflE NORTH LINZ OF LOT 4 AND TB.£ SOUTH LINl. OF LOT 7, BLOCK l, NOR'111WESTERN' GARDEN TRACTS. DMSJON NO. 61 ACCORDTNG TO '111¥ J>LAT T8E'R&Oll' RECORDED IN VOLUME 46 or l'LA.Ts. PAGE(S) 100, RECORDS or K.lNG COUNTY', WASHINGTON, EXTEND.r.D .EA8TERLY. FARCEL B: LOT 7, BLOCK 11 NOB'l'HWESTERN' GARDEN TRACTS, DMSION NO. 6.. ACOJRDING TO THE PLAT THEREOr RECORDED IN VOLUME 4fi OF PLATS. PAGE(S) 181, RECORDS Oil' KING COUNTY~ W ASHJNGTON. SUBJECT TO: EASDUNTS., COVENANTS, CONDIDONS, REm'Rlct10NS AJ'IID RESERVATIONS or AECORD PAR. A: LT, 5,BLK. J, NORTHWESTERN GARDEN TllACTS, DIVISION NO.~ VOL. 46, PG. 100 & PTN. SI: J/4 NORlHWEST 1/4,833, T?JN,RSE PAR.B: LT. 7, BLK.1, N'ORTHWISTERN GAR.OEN 'f'RA("l'S, DMSION NO, 6., VOL 46-PG, 10CI. Asseuor', :Propert)I Tax PaRd A~\lt'd Numl:u:r{s): 61'960-Dlln-(M• 619960~1~ o.d 1bit 3Clffl day of AUGffiT, HOS. STA TR OF WASRINOI'ON COUNTY OF KING KULW ANTS. SANDHU S.nbkb k Szn.-:r'A SA.NTOKH K. SANDHU 1 unify !hat I know or blVc 111Ufactoly evidence dJat KULWANT S.. SANDHU 111d SANTOKB K. SANDHU an: i. pc:tlODI who appeared before me. and Nld pl!l[ll'JJlSI .eb,owftdaed duot 11IEY ,igned 1bit illltrumm1 and Kbowkd&cd it tu be THEIR ~ ml 'fOlwltary act far lbc' uaes md p111pm:1 nJ!lioaed ill lhia ia&TnQmzL D,l<d l) 131 /()5 LPB-10 RElURN ADDRESS: ~kln.g Bar.Ill Sotllll !Jetfflll OltlCD !701111f.A-S(lil.ltt, sum..wA. •1• --------- DATE: August 30, 2005 20050901002800.001 1111111111111· 111 200190100280 lr~TT\!101 ... N ;,,r,... n "' COUii ' UA . DEED OF TRUST Ret11nmce t ~f appllcable): 1048002883 Granior(s}; AcMllionall on page_ 1. Sandhu Pr<lllOrty, U.C G,_(s) 1. Viking Ban~ 2. Stewart Titte, Truatee leg. Deo<rlp'Jon: PAA. A: LT. 5, BU<. 2, NOR'rnWESTl'Rt; GARDEN TRACTS, DIVISION NO. 8, VOL 46,PG. 10<l!PTN.SE NORTHWEST/14. S33, T23N, Fi5E PAA. B: LT. 7, SLK. 2, NOA'JliWESTERN GARDEN TRACTS, DIVISION NO. 6, VOL 411, PG. 100 Additional on page 02 Assessor's Ta)( Parcei IOt: PARCEL A 619960-0282·CW PARCR B 619960-0320-08 THIS DEED OF TRUST i1 dated AUQUSI 30, 2005. ama-rig ~ndhu Property, LLC1 a Waahln9tt.Jn LJmited Llablllty CGmp11ny ("Gntntcn; Vikin(I Bank, whon malllng llddrN9 II So1.1lh S&attle Offlcs, 57D1 1st Avenue South, Suttle, WA 98108 (,erl!f'IVd to be\ow somaHmea as "L,nder" and somedmu ea "Benencllry"): and Slewffl Tllle, .tloM1 malllng add,ea:11 la 1000 Second Avenue, Sufte 1620, Sealtfe, WA 98104 (raturrad to below H "Tru1tee1'). /l:,) STEWART TITLE l!V ?o<; ll ('177 20050$01002000.00'2' Loon No: 10460028'11 DEE;O OF TRUST (Continued) COPMYANCE MID GAJliNT. Fa wkl•bl• co1'191c1•1t1ort, GrftQ, conwya ta TnislN In INlt wlth poWet ol .... rlghl of .,try aid ,--..u" and fol' ~ t.n.rlt ol l.-ldar •• Baneflcary,-" GI can. ...... ngt,1, 1111•, ...i ~ 1n •nd 10 lltw !til!Wmg ~rlba3 l'l!al !1Jlll)INfY, ~ wllh-all IIUist~ Cl/ taJ:IS8qullndy el'ecteci Of a1fJm b!M(jngl, J.,rpo,,amarq and fl:IIUt9I; II~. llgldl Dl-.y, ltlO ~; 111 Wltlr, .,,_. rights a'Jd ditdl ~ (ln;lidng -.b:M In~ wlh c!lk:n or tr1galln riQtltl): and II! <lllEII' tlsfu, rvp.ie1, rd~~ to ti& rN1 PRlPG:J1Y. ~wllllul llrrhlb\ al 1Nn111k. ofl, QM, gaolt--' v.d-.._,_.,_,(th• "!'\eel Pfvperty"'J IOcated In Kln9 County, Slate of Wnhlngton: PARCEi.A: LOT 5, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NO •.. ACCORDING TO 'THE PLA1" THE~OF'REOOllDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECOROS OF KING COUNTY, WASHINGTONi EJ<CEPT THE WEST 300 FEET THEREOF; AND THAT PORTION OF TIIE SOOTHEAST QUARTER OF THE NORTHWEST OUAIITER OF SECT10H 33, TOWKSHfP 13 NORTH, RANGE 5 EAST, W.M., Ht KINQ COUNT\', WASHINGTON, I.YING BETWEEN THE eASTERLY AND WESTERLY LINES OF THE BONNEVILLE TRANSll1SStON LINE RIGHT-OF·W'AV1 ,AS DESCRIBED I» IKSTRUIIIENT RECORDED UNDER KING COUNTY RECORDINQ NO. 3178820, )IND LYINO BETWEEN THE NORTH LINE OF LOT 4 AND TH& SOUTH LINE OF LOT 7. BLOCK 2. NOHTHWESTERII GARDEN TRACTS. CIVISION NO. 8, ACCORDINO TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAG"{S) 100, RECORDS OF KJNG COUNTY, WASHINGTON. EXTENDED £ASTE~¥. PARCE~ B: LOT 7, BLOCK 2. NORTH'I/ESTEIV< GARDEK TRACTS, DIVISION NO. &, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF Pl.ATS, PAGE!SJ 100, RECORDS OF KING COUNTY, WASHINGTON TM Rael Property o, Ila addrH1 l• commonly known u 12044 Soulbeu111Mlh, Rim\Ot'I, WA 98DS&. The Relll Proparty tax lden,;rioacicTI number le PARce'L A 619960-0282..Q4 PARCEL B 619960-0320-08 CRQ6S..(;OLU11!:MAU?ATIOM. In Mld(lt;n to lh8 '*'le, !he!. 0.e,:1 ~ Tri.di 11t1cur~ .,n "1blliiiJI,~-. debb nnd flllbll"III.,,,, plus 1n1111a:r. ...-eon, or Ciranlor 1,o l.lillll.Jr, or llllY one Qf roor9 err t~m. u. wel as. au eflllrrm ~ Lencl,r ~ Gllll'lltt or any 0'!8 Of rnn d !hem, whllhe, fllW eii11t1n11 ~ ne,-lleJ 1111q w1Mftel reuted " in*bl<l io lhe i:iul'J)O!I• o1 ti,, Nolt. rth8'11f wlullary or °'1eNJIN, Mllll'lltJ OOII CJ" not due,. died of lrdir~. dlttortn.-.:1 c, LJnCAI~. &tisollh or ~. I~ ar ~lied wtwmw Gnfll!Jf miry Ila Jllbit ln,:mtii:IJ8'y or~ Willl Q'IM111, wtullttsr cbi'lgllecl 11 ~t«, IIJIIJII/ ... com f.tto, ~,t,, c,, gl.hotrWit•. aid wt-.lhar ~ upai eurl'I IIIT'DU'M may "119 or htrvafte1 rn11r blileCf'IW bll,rr8d t,,J 1111)" S1nlll!o of lnlll,llont, and wt\elher 1htt ~lb> IO f'8fll)' ,11c11, lfl'IOllntl n-.y be or ~a, 11111)' i:.corN al'lerMn ur,eriQn::Nble_ RIEYOI.VINQ LINE OF CRECIIJ', 11111 DcedfllTMf ao::,rresV!e ltldtbtdl• fnclueling, Wfltlout nn1111a110rr, • 11\'0Mng Mt Df ctldll.Wflh • .,....._ rne ~ lrlwell, wtith obllplml Landa!" 1c,.,,.. ldvlMK:• • 11..,.., eo-. .. Cnrrlor """P'I .. wllh all Iha WINI al tfw lb9 91d h lkll of cni:111 1111 IIQt bwrr ~. MllPIIICf*d or c.ic:elied; the Nol8. ePMld ~ .mar1lUflDI\. '""* ,,..,.. 'bl, ......... "'1,..nttr, l"lllplllit. and~ ~ The wtpald bllllnm IJt th• ~ llrm of gedft ma;-ti _.. th• bl IClwtt "-1 au, MIOUlt lhown Oil ftf'O. A .i:ero bJ,l:ria-daa lNIII tennlnille 1M 1111• al_... o, \lfllt ... l..Mlda"'s ~ • ~ ftl!IC!e ID Q,anlllr. ~ tha 11n of ll'lls DINI ol Tru• will ... 1h HJA ~ and lftlleE llGl!IWllherlMilll any 2•0 hllilllncia. Gnnlof ta'!Of•asv-u ta::UJly IOL...-.11r,i!I QI Gra,io(1 lt;J'm. ... end.._nt In and ti)•...._, "8ra, a,dpvlll,DI WI Prcf!MV. Thhl ..igm.n1 II ~,J In ~I wit! RGW ll!UJI.D10. IN 11en creellJd by lte 1A911*1t le lrllllndld 11:> bf Sf*1iP. perllcwd loll cl'maa l¥ICl'I !hi,~ ol 11'111 OeN DI Trust. ~ PIG 'D llraitb' , ta... ID r.dlilct Iha Aanb 1nC, fW(ll'IIII, WhiCtl llc8r!,J,• l'T'II)' ba NVOkad at l4ldar's qillrN'l and 01 l» a,AOrnll~ rnalle<I" ~ ICClltWalion i:,111 oi pan o1 \Ills~ TIii DlilD OF TIIUST, INCWDIHCi THi AS8l0Nfft,lf OF iAEN'TS A¥J 111! $ECURITY INTEflEIT IN fflli REJff9 AND PDl!SONAl. PROKRTY, iS O.Vl!ft TO SECU111!: {A) PAYMUl't OF n1E. ICClt;'IJlUINEIIS AND (Bl PUF()RMANCI: Of Alol'Y At10 ALL 08UBATIONS1 UNDE1'1 'T1it!i: NDTE, 'ttti RE\.ATSD DCICUMENJI. AND THIS DEl;D alf 'fflUST. TMI.S OE£D Of T'Rt,STIS GIYBI AMI ACcEP'll:D ON "rME FOLLOWING Ti!RMS: PAYl,lfJfT AND PEMFORIMHCE. E11C8P n i;,t,IIIWM pl'DO'lcl,d In ... Deed at Tflllt, QyltftOI" thBII par 10 Ll!rltCar,. .,,..,.,.. aocwe6 b-, l'lla ONd Dill T,UW, u 1Sw, ~ o.is. ard ~ M'tu,' M1i l'I & lQII)' mama ~ .. ct Gra ...... ~ Ll'lder Ille Wow, NI Dli!Cld d TMt., ano the R$1all;id C)IXVl'Nflll. POSSES9IDN AND rMINTEMANC?. OF"fflE PRO'PERTY. Gl'Mll:ir agint \tll11Giarcor'1 ~ivwl.115toa!U..~ :.tialbCI ,;pw,ned 1Jy .,. ~ i:,rovi,ion,: Pou-.. lonllnd UH,. U1tl N ooc;l.lllll"ltl olanEvWII al l)ellelll. Giantorrr-, (1} ttmain h~Wcontrdof 1h11 Pq,artr, (2) '--. qmrall!I ct ~ lh8 Prqmly; •rd (.JI cnld 111, A.rll9 lfuTI, 11M P~ ('!his pi,,llilgie, la a llolnH lroffl Llim8r ii) ~ aib'l\dl:dy f,M)l(ed upot, delaLJQ. fl,e ~ pn:tl/l&la'lll 1illlln lD b \.N Qt 1111 ~ Of ID tllhM-limllal:::iN, cm 'he ~-Th1 r.111 Pqiert,' II not used pmdpafy l'Dr ~l ~- Dllt1 to Malfl~n. oiwmr "'*' mtll\Uih 1M P,op91ty h'I .......... cmclllof1 1011 pitlf'I'¢)' pllrfOl'm t1 rapalH, ~. inl ma1nt1n1ncW ~ ID pta9!ll'vQ b ~IM. N!lfse,ce. Wutl. Ol'anlnr lhall ftDI oll\l,e, cmd.d er prin1lil fff/ rmlunc» fl« 4dfl!1t, perml, Of sLCllr .11J1Y alnpplr\1 r1 i:. ..-aon. or 'lo 11\t ~ « .., ~ oftti• f'!o!J8(1)'. Wlll1W ~ 11'19 09,-dly ol t-. ~. GIMtlr wt '10l l'IN1"IO'o'e, ,,,, vent ta ·~ other part)' IN riDhl ID ,emava, an, dmber, mrner,1, (lociud°Jlg al an4 gas), '1]11, clay. 1,:a1a, ,oft, Ql"*lld ~ rtJCk ~ -dtloUI LendRl"1 Clftlf wilrlan coise,,l Removtil c:it ~-OnnlO'" 11\ill not OOl'ldlflh or 191fPVI 1ny I~ from 11& ABII P!Opll'ty wllMIJ ' ' Loan l'lo: 10480021!83 DEED OF TRUST (Continued) 20Q!50901002B00.003 Page 3 LEn:llr't ~or IWlla,i commit. ~ a DOr'dUon b ht~ d" ~. Llfldllf ny niqLAra GltritorYl moe anllflq .... Ulblemr/ to ',.ancla,r\n ..... ~ tud\ ~.,.,_,.. 'llftll. ~.,..,. ul aJ 1-1 llqlJII Wll/ue. LNdlt'a Rljht ta !nlw. IAtld8I' std ._.... acant1 ani1 '8PNllll!lnllll.lwni may enta" ~ b Aft! Pmperry a1 ar l'M*«lltll• tmBII II lllt8nd b Lendlll"a ffllrwlll and tu .-iapect r. "'°81 ~ b P6JJONI ol (hntll('9 ~ wtlh Iha llttm11 lllld condlllmt of iii Deel~ Tnirl, Cum--W181 Gowrrnaillll ~ Grncir atl6I ~ Cffl'f/1, l!ll'd lhlD JI~ cams. ccnlpalOI by d agwita, --er ollWW~ or Mila OE fMlllY rll'.ln\fft!IOWef \llt1d flint, INI• or ott'Nlrw!IIII ._. or CICQJfJ'I' the ~ in .,,, rrwrier, Wlltl al iawt, flldnlnc1111, .-Id rvg&&lb1I, nuw or har9atW In vll'Q, d Ill go.e1111•al 6'\lllon1-Wff)ibbl b 1111 UN OI OOClJIMCY cl 1he F'nlpaty, ~ wlh:d lll'lllalkl'I, fla: An'llfbnl, 'Mft ~ itd. Gial'IOI' may~ In good 1allt1 ll'IJ ~ IIW. ottlna'ICe, or ~ an:t wlhhclld oar.»lffl:e dllrtlg a.iv ~;, htblillg app,apnala lffllals, 10 D'1Q 18 Grw*ir r,u f'IOllled Ulnder lri Mt~ prb" ICI dof1l,l eo and 90 q.u, n ~ !Kh..,.._ Llnilr• tur.aa., 11w ~ .,.nu1~.i. lAnd.,.1"-,. ~d.-.n1;,r ac, poll lOtqua19 a-.utt or• Mia'1 barid, ~UII.IM:DV 111, ......_., 11:i pn:uc1 ~ ..... l ~ Iii~ Onlinlllr lp'IIIS r'lllllh• Datlllndcn otrN¥9~1fie ~. ~ lh&II OOdOffll 8*, l"I addllDn 'lo iJOM tel9 8flt bth ebcV& k'I WI MCfm,. 111111:-.h "°"' h c:hll'OCIW and U$t of hi ~ CWe l'MliOl\#J n11Cltlla')' to pram Ind pwlMI U... ~. l)IJe ON SALE. CDH9Eff av l..li1aJ'ER. I.AnOtr may, 111: Lendlll'9 ~ w dlcla,. lmnedatair o... and~"' 111n11 ~ tii," ._ Dud of TRIii! or (8l tuMM irl4I i'l1Mlft *8 plOvtJa:l lor II\ l'le NIJII or olNII' docull'lant ~ · 0. ~ #'Ill trl)ON&ucti oll<6I' ccn:ffba .. LandwdNn9 ~ l4'0fl,,. tatoar hnlllr, 1ll'ldw Linder'• po Mlllna:nMnt.dllllar&nJ pa;tdhl n..1 Pmpsty.«"'1 ~Infill FINI~-A -.aortnffllfaf'lftNl'llfll ~ ~ Real PTapec,r OI 111Y ~. re tt lntlrMI Ill 1W FINI ;mp.,ty. wl\tdlar" ~. b9nlflclal: Of ~ whl'I\II' ~ or hlcMWaly; ~ t,youtrl(f:'it ,., dftd, ~.--1rac1, lad~~ fUl'dNd, INNl'IQl(t rill!Mt ..... a tilftn .,.._.. lhan hN (3) ,-"'-I~ comac1. orb/ ult. peignmant. ar lr-W d 1ny baidcfll fflll'lst I\ DII ID~ lancl 'llull td:loil lilla. to .. ANI ~. Of bt 11r¥ et.' IIWlftOd of~ GI 811 Har8:N h Ill RMI Prope,rty. If q Brenlol Is a r:apomb'I, pemntiJp Df 1lmttd llbl~ ~. flBnaflr allo hcludta any CNrQ9 'rl OWnlrM1p ~ lf'Ql9 ttwi ~ peard: (25'-t ol hi ~ IIDl:l, plrhnfiP w-. a, lmllDd Wlllly _...,,, ~ W l\o CUI m&y I», GI audt Gtarib'. ~' lhb qiCkll ~ r'l'.C be ~ b, lender If IUCh a8'CIN. ~ t,y r.d-.1 Ir# or tiv" WNIW'ljltlrl iaw. TAX!e AND UENI. 1ht 111:ibrring ~ r"8i"to 1o h talatl ancll.-.S °" lhe Prvpsrty n part.of 1t'l'e Deed ol TMt: ~ llralllllrwlal pay"'-' ctu. jand Ind -it. prtc,r ll ~) all 'la• ... IIF*llal iu-, ~It, chlrgH llrlolullhil Wll8r arid •-J, ~ Md ~mll'll l!Mlcl agalnal or on 1ccaunt d tie Propaty, ll'ld IU'lllll PiJY wfW\ OIII al damll lor Win ltlnl a, or lor MMC• ntndw.a at 11'"4 .. rflll lurr,bhld 'b tt,• Proper1y. OIW!I« Shll m,haln tit PYupert)' 1r .. ot al 118111 r.,ng: prlOrll)t ovar or ~Lal ~ fw lri!l,1111 of \.lndlll Wider 1h11 O.ld ct lrusl, l:KCQPI lor the !IGfl Of lalc88 IOd a8"""911111 r,ot i:IIJI .id ~ o c#lcrwlM ~ in Ihm a.ad QI Tr1.1$t Rl9bt lo Cllrlt..l Cllm'JIDr may Wllhhokl ~IIIIM'lli ii Al't -....... mert, 1)( clUR 11'1 ~" '11111\ I (pld lalh ~pute over tho cb'IQMoJl ti pay. so k;w,g u urdtn naor1111 in l,t ~rty II not jll(plldlied. II a litn a11st1 or 11 l~r;ld e, e ,.,lift ol f'«1)ll)ffilll, OIW11Dr 1hllll w:tt1n ftltMn (i~) &i,t aftltl' il'll ll$11 arlN:I or, If e lien. 11 fied, 'Mll*l lille9n (15) d~ Dr Cll'MID' hu no*'-ol lhe ting, .. ,..., Ila dbc:hWoa, r,.,f it. i.,, QI" If !~ bt lJ!rolr, depc,!JI wl:11 l.dldiir tUh or 8 lulfk:leoC COffJOl'llte 1UJ1tr bond c, o*-~ u=facloty 1o llndBf 1h st ~ 1Ullclent ID cflSCha'll• 0!11111"1 plue w,y OOl'III and alt«'IEIYI' ,..., ti!" oltier Drvn f\at OllJld etcarut as , r-.. of a ror..:ic.,.,. tt !Iii& l.tld9f h 1-1. In ar,/ C011NI, C:liarb slid d1tard 'IINli 111d Lendlf and IINll "llllilt_j any ~ ~ lli*lrt e~ IIQ"lirWt 1h11 py,q:.rty. GrfUMI' lltlllil ham9 t.enoor 1111., llli:Ucnar ot,llpe9 l#IIJ'II( •"t ~ J:ooM Puml,;hlod (n ... COl'lta9I pm;:lldlgcl. E'lllllerlCI of ~ Brann-st. up:m daroarwj krrtl9il 10 l.ardflf ~ 8YkJlrlo9 DI Jll,~ ol tie 1Bl8I a- 1-.mn1 and 911111 aulf'<orfQ tie aqwp11r. ~ dlc:111 ID deltvflt to Landlir M 1ff1 dml t.l wrlllert ~ ol lMID!tl, 8114.._ffldlMlntlli. ~. ~ r:( CoftllnlCtlon. Grarrlor 11t11a nottly ~ al 1N1t ._. (tS) dlryl belont If¥ "'°1fl: 15 COll'l'l'lfflle any aw.c:ea-111 furnllhed. or 1ny .-.-. •t1 IIIJPllld m,. P,openy. I any mectilrie'• Hun. 1'111.~ n.., gr olllf nn Co:;dd be UNllkld c,n. ICC'IDlllll or h "IIO\.. ..-.,aia, IJf ~-.. ~ MIi \IID'\ ~ a t.nar ~ 111 Lander illdllww ~ Nl8faalory ~ ~ l\lttflnlf*" CM -,.:j wl pay N ,:,,;,et al l\dl. ~811'1on&.. PROPIRn l:IAIIAGE IHIURAfCL 1hl Jobr1nQ ~ ~ ID tnlwtlg tile PiqNrty 1111 a piarl ol lhi• DNd GI T..._ Mllinllnalcli OI lnlur,nce. Giana: ft1 ~ -,:I rnl(nCUI pcilk:laa d ft'a lneinlll!lt with 8Wdaid edlnl:lad ~•l'ldoiuna•on•,_......_,.,..'91-hf\ll_..,..~o:i119RtQaD~ofllMR..i~ k'I tr! arnD\ri lll'ficl8nl ai avoid app!lolliQrl 1' w,y ~ clmaa, ff wllh a aa.ncllnf 1111H1QaQN ClelOe ft lfM::il" ol l.Gnder. 0'*1tcr 1111111.a procvr, Ind lfl:ltuln ~· O'IWai ~ mJnrai WI 1LICfl ~ ll'P'Mltl q ~ mq .__ "MD) TrunN Md Ltf1MI' bwt r-.:t .. lddli:inlll "*"'°5 11' aldl lillbilly fd'unRti pulcJea. ~. C3nu*" 11111d rr.6-.h MJCb lllta .,,.~ lnc~bul not llmllod to hll:r.•d, bultJ8l9 ~ Im oa,-ill;~ as LMdlw 1111.)' ~Y' ~ flOlcr• llllll ti.~ 91 ft:inri_ *1IOl.tl1I, cwe,tgN ml 111111 rauMlttJ __......, l.rdlr and IMued ~I,~ Gr~ f~ ~ lo L..Mit.r. Qnuw, t.pen ~I d ._.., wn $lvw -, ~ t,o,wi twlll b h II» polldN or ~ cl nml!Da ~ btn ~ IQI.MKJlr, nc:Ulng~ 1111,1 ~ -i ma-canoa&d or drmW!IIIS wlhou III i....1r111tr (3DJ ~ prklf 'lfflllln nlllol ID t.a,(tw, E'ad\ hl.anc• ~ al5o ltl.r k'd.ldl M •l"dor9anllnt ptwlcfkig f.r CCIV«IQlil h raw, d l.M'd• wll rlDt bf lnlrahd ., ..., ._y U'/ ~ act. Cl'nalloft Of ... d Granlril' (JI ll'f at.-PClf9m. S!Qil:I !tit AW Pmpen)' bl, loaatadl R .i .... Otql'IIIM by h' ~of lt1" f9dttlll ~ MMIQllffl(lfll>t,etat 81 a gpteW lecl:l l'u...S ..... ~ ..... tl '*'-" sd ~ Fadll'af Flo:d ....,..., II' ...,...., wti'i 4S dlyl after l'IOla a ~ bo,r LMldw ,-1 h P.iq,ai1)' 1s lcx:atad ., • ~ 1t;>od hmW --. !of' ht 1111 ~ pftlpll Wlanot ol "lhe lmn and C!f1t' pb' lilns Ol"l hi ~ ~ hi ban. ~ ID 1t1e nvlm.ln pdlcr ~ Nt urdw h Nt1liDnal flood ~ P~, OI' u ot.erwN ~ tl'f' l.Jalt,f, and ID l'IIIU'llalo IIIOh lnluwlct ftlf IN lam ol ....... Appllr:allm or ~--a.a-llhlol i;m,,-,r,,lly flllllJ lJlft'3lr <1 •11¥ io.. or •m111}1111 a,e ~-Ul'llfw ,,.-, make pr'QCII' al lea-fGrMtor ,.ii. 11o dD 10 ~ 1't..n 11S) dA'flolh ~. wt....-« nQt l,,.llldl(s ucU!ty ii ln>pail"ff, LAlndar m&y, 111...._,. ela!;;llan, reoalvll lfld 18INI 1\8 pioc,udri g1 .-iy lnauraoce and 8J:PY e., ~ '.o llli reduc1ion al the lndebl~. Pl)'fflllrt ol any 11n atr..-lhcl tie Pmpe,ty,, or Ille 1r.iti:wat!on ard rapalr d 1h11 Pfllpllr1y. H l.Andll' C111KU 1o ~ ho proceed! IC fMIDnlllo'l af'IIII r,,p.'r. Grw.lOI" lh•I <vpalr or ,._ the dil.rragad a ONVV)'lldlrnprav!I~ In e mariner Ullelactcry t) l...atld,r. Lal'lder 1111111, upDl'l aaJs!Actvry prod~ w;;t, ~ pay or,~ Grarmr l'l'orn Ille p,acaedl fa It-. ~ ~ d repair w nmt1r11kln If Gram:,r II' not h dell!l~n U...-,,. t>esd at TIUllll ,V,., p-~Mlid'! tm,,. T'd bnn dlsbun!N wllhh 181l Qflya llfler lhelr ~ &1"11 ""*" t...,. hit rd COffl'l1lle(I 10 b rtPl,lr or ~anon d 'lie Pn:,pe,ty shal be uald l'lrat ro p&y 1111'1! amcu.i Oll1flg lo t..nrldw uMCW 1h19 DII~ aJ Tn.iet. ll'lar, to poy o,;,::auod ntr.111, ,ii.,. rernalr».:W, r ~. thol lie appo:I to tw P*iclpll balllll!» O! 111P 'llael:A~. LI~ hlllde 811!11 pn)Q!lllda all• paymanl i, /ijt cl tho lrdt!blecln11$1,, s1J1;11 pn:iceedii loan No: 1048002863 DEED OF TRUST (Contin~ed) t!vw1 'De paid wllhotJt lnllllrnt ,o. G1VW1r a., G,....... ~ m,yappaa,. 20050901 002t!00.004 Paga4 Grantor'• RtPW1 Oft lnaut'trlC*.. lltJof'i l9QllBIII C( Lll'dllf. ~ ~ /l'Q8 ti .. cn:::11 a V-, Gr.-thlll fumbh ID lAIICI« • rep.i,t er, IW:t'I acl5'ng ~al~ .t-t~, (1} 11• qrne 171..,, lrlllurvr, t2) .. rllka lrauted; Pl tt. MIOurlCcfh polcy; (-4) t,11 p,q;,arty Nlhd, tho lhln ~rrM'lt,$tfflln valw 1;11 euch prope,1y. lNI lh9 nwner o1 ~rv Ital >1111~•: &'d (5) Ill!' expm!dlllr:i ~ d 1h11 J.Ukv. Clrant:r: •hat, lflOO ~ fl UJder, hr.I/OIi an indepllncJl,t1 llppr'IIIIIW 111!;fd:ny IQ I.Mm dltal!N'-. N caafllv11!119' rapa,,;:C!ll'lffl r:oel Qf IN PJupaty. LEND£R'81 EXPENDrNRES.. ir etr, llc:lkl'I or pr«.dhg It~ 'bll fllllOul<I mater'ldy •If~ l.m:ler's ll'!ttmt In hi PrDpa1y ..-I Graritor lab ID ocmply wllh Brl'f J)ftMSQ'I d i'tll C>el!d DI TMI ar any Ru.led ~ ~ but not: l:INtl(II ti 811rlli:n Pail\11'1 b Di&etw;t or P81 when ckll Ifft IMOllnl9 Orllnfcr 1t NqlM'ad to dllchWOI ot S*Y l.rlOef ffJ DM1 oFTIUltor ITt/ .Rllltld Docllmlflll, Ull'ldllr~ Gl'lll'kl'a biiwfmty (but .tll!II rot be~ ID) 'blbt W¥ acllon lhlltunc51r d8llf'l'II ~. lnull&I~ but rd Ima.I II:,~ o, ~ •I SN, '9PI,, NCl,ldly lnW'Ellltl, lf1Clffll'a1f;S IIJw;I d• dm!J, .. lrfi 11119 lfllMI or ptlll:ld on lh9 ~ atw:1 pa)'ing. 111111 costa ilol vl'!urfrlg, mU'lblntrv _., JWH~ I'll J>rapa,t)'. Al ·~ 8llplFIIDlbl99 ft'llltecl Of Ptild by ..... b" IL(:h ~ wn NII Nu ~ .. lie ,.... dllrpd llll'dwlha Na hmtw dalll ~«paid b;le1dllf I:) Iha du cf~ bi 13.rantor. Al 9Ud'I ~ .. bilo.:lnt 1 pan. cl lhl ~ and, at t..ndin oplkln, .. (A) be payable on demand; (B) ti! added ID ho tMllanc• cd IP'lf t4wt ard be ~among and ba ,...,._Win atft lnltllmlfnt ~ ~ blet'rlll' -rAiltQ ektw (I) fl1 !ann of 1,y ,ip'8oablt n~ P*)'; cr t2) th& ~ tMm all ,_ McM; or {(l} be 1rNlld III a .bdoor\ payma,t whlc:tt wl ha due and PIJ,blt at Ill NoW, ~. lha O...S r:I Trusl allo 1'11 UC1R pa,mc..t d it.le M"OnL Sid> rVtf Md be ft llri:llloi'I to al alflar ri;lt* 11'(1 fSnlldlN 'Ill wtKh llndlll' mty tie «llWtd IIJIOPI. ~l WA'RRANTY; Dl!P£NSE Off TITL!. Th1 li;m,mg P"J','!9lml t1111ltv lo ~pd hi Property ll'8 a rarl rA V'1l5 D11ed cl T"" ,.., °'9nlof W8FTMII 'hit fa) Orwlkl' !"da good and' ~1t • at 111!;(1fd ti IIJl(I Ptgperty In fff ltlllfl, lrt9 Wld .,..,. d .. llQra and ~ Olhllf 1:)(111 tm• .... lat, h .. Alla! PmpMt dNcr~lcwl Cl' in ..,, 11111- ~ pgllle:y,fflll,,wporf, Olfinaltjhq:,lnbrl lnit«I !n~crl,andltca,Mlld t¥.LIIICl81'~Ctll"NCb'I .,,... ... De8d ol'll'llll, •nd (b) GranD hn l'le lll rlgnl, ~. •nd &Al'lorly ta 8Qtubl Mf ~ Itta Deed ol Trwl ~ Lem;ltN'. on.. at Tltla. S\tljllCI 10 lf\l llloeplm 1n 1111 j)IIIIQ,iprl a!':IIM, Granlllt Mnlltllll el'!¢ wm ~ d8flnd h 1h b 11W11 Pn:f*ty 9/laf h laWfiA d'ellnll 0, Ill .Plf$Olll. In il'llil .w...i In!' acrJon or p,oce,edlnijj ii: COl'nlr-.od lhat ..-UO,. 13/w'Q'a We f/1 lhl lnlafut ol TIVCM 01 L8rdlr tn1« HI 0.-1 cl Tnal:, ~ ,t..a ~ t,e ac11on at GrarilY'fl "JI--. Gt1lnl0r may tie: h l'lffllNI pa,tlf ti 1'.1:l'I pmcndlng, tlUI UW!d• l5hd N enlihd b ~II h 11'11 ?rQCNll,,Q #4 lob& rtp!N«111d h lh• pl'OCMClh;i bJ' ccuntCII tll ~ni (MTI chol:o, and Qr.vb w" Ollk, Cl' cwt8 ti be delvlNd, lo uwida' such nlll'Lll'IIIW1II 11.!1 un6lf rYWf f9CJllll'l fl"am tnie b lhw b i:wmll ,ullh p!!tblpllon. COMpllal'I~• With 1.--. <3tll'IUll' Mrrantl &'lat 'tll P,openy anO i3ranfp's UM of,,.,.~ eomr::,llls wlltl al ~ {4IC)lfi:abie l.wa. cnl,mnces, and rfO,laltn fl~ aulhorlla IIINl,AI ol A~ and WwranUis. Al nprasffltlfons. M:IPa1del. lll'ld Bgr.-nenb matt11 t,w" Onina )I DIis Deed ~ TI\BI alwl l\lf'Wl8 NI encuion rd ~ Qf lt1ie ONd cl TIU!ll ~ bQ effllinllna In nallHo, wd shlll ranat! In M b'OII and lflKt !di l~h !1'119 u Qrana'a lrdllbl.af\NI st'illll t. pt.id Ill fuA. CONOEMNAllOft. lllfl 1dlowlng prbv151t1111 n,i.r.ig Ill COtldarrllMh:n proc~ ar11 • pal\ of fllsi O!Jel:I Ql'Tnm: ~oceed1'11j:1. If t"V P'oeffdi'ID in ~IOl'I ii. tied, G111ntt lhalW pron,pil)' ootlfy \.lll\d64' h Wfffir'O, .-11! GIW1IOI ,11a1 P~ 11111• .uai at4ip!I. M mar bii neces&11.ry 1o ltOJald flt at:tiol'I and olxaln 11'1• ll'Mlld. GranlDr lll9t' ~ fie rminnal party lt'I IUQI ~ ~l LMdllt -'1111 b9 1111iqd ,:;, ~ r, 1118 ~dig and lo b8 ~ h ._ ~eeding bV COUl'INI of Its own chOic:1 II Ill Gta"IU"B ~11 • .and onirmr wi8 cJllllofw « calDlt D b8 dliivw,nid 1a lend« II.Ch io!ilnll'Alrn 811d dcc:llmllrialon a, may 00 ~ br l.8nd.r from IJt'llt ID l)ne lo p,,rmt al.Cf! -· ~kin a1 ~ Proceeo.. ti Ill o, 1111)' ~ rA1h1 Property is coMa!TJle(I tloJ' emlnltttdomotin ~l'IG' or bJ•trt ~ c. put;tiaae 111 1811 or ,:~, l.6ndar may at 11$ 8'l!<llltiJ\ ~ tiac a, or 8flY porlOn of lht, JJ8I\ ~ cl 1w award b9 a!Pftd ID t,e lndllbtl!ltieN o, h rsp&i-aJ reii;ll:Wl!IIICl'l d the ~. Toa nal poceeds al t. e,,illd 1h11 mnn h a.ward afk!r ~ 0,1111,.~ com. NS*'llff, and IIIOl'l1e)'I,' *' lnclned :tl't l11S• or Lamer In DIW'M:1un wlti h ~ IMPOSOlON OF T,UCU. FEB AM> CHARGE3 aY GOWRNaENTAL A.lnlfQAma, Thai ~ pror,tsbm ~ ID goY11ff'1111111 '18181, lNI Md ctwQa ffl a. pmtol ni• D811dd Trw;t eunent i---. r-1nc1 ca,,-Uf:lCl'l llCIWllt lit \..endllf, arwcr ~ ftl!l:llA8 .ala\ documeru ill addlaorl aJ NI ONd ol TNIII' lnll !Utl ~ OIMr .cton II~ tit" a.... k1 ~ an:f ~• 1.andf(a illn on hi R..i Ptqialy. ar.rm 1h11 re1fflbl.ne urdtr far .. tans, &a dNcrltM bekiwt, toQlllhlr with al ~-ncured In ~ partai;(r.g, « ccnrtur,,i hil o., or TIU9t, hc:ldrG ~t lll*!lbi .a •-. fNII. ~ ~ n:l~chargn kll'fllCCMdng~ l9QIIIIMGta o.iafTrusL lnu. Tha JclCM:hGI attell ccmtlul Bnl D wt*'II .... seoGoll ~ (1) a. apecWc t.x upcn HI lypR d c...d d TR.Ill U I.Fl al O' 11W pat d bf ~ HCUl'ed ti, llll o..:i ~ l'~ {2) I IIPC!,lflc WIC t'Ct 0--'Wlllcll Gtll'lb' \I Ml'altNd a,....-• to oatlllct tom~ on hi ll'V;leOllldMII a11U1r9d tr, lhls ~ d De«! ol TMt. 1:111 amcnHsa,,,.otOMcldTruatcihlruat,IIIIQlfnltr..Lenl .. uPN~~.,.. Now,Md (4) 1 ~'laKCll'I Ill 01 M'I JJC)l1kln oflha ~ or er, Pl'ft'lll"II of pmtipal al'd _... Mlldlt l;,f Gmnbr. SUIIPqUlrtt Taul, I 8"ry tax ID "'1'llch ltil NClcit1 IIJll)llls ii ltf*'8d ~9'11 lo lh• r:t.19 of 119 DIMld of Tru,I, tu llll8l1t i,tr,i ~ 'fKI ,.,.. ~ u an EWl1I of De'11utt. endl Lander m,y ner,;11• 111)' or 1111 of Ill aw.tibll f&'Tl8Clllll b1 an e-lt r1 0.-. INI pn,,tjfld balcMr ur-.ii 13811b' """81" (1J Jll.Yl lhe taJC befor. It b8cllfflll mlnqve,rt, Ill' 12' ~-'111 1a1i: a pro,,idld abcPJe In ltl• T.-N"rd Llt(ls ~ and Oilposb '""'1 lrdet c.11 Ill' a su4licJenl: ea,porl'9 8'-Mly to'ld Of ochot !ilwrllV hllllar:IQjy b LMdlf. S!CIIRrTY A(lllll!l!MEN1'; 11NANCWCJ 9T.l.li11EH111. ltl8 "*"'4ng ptCMSi::nl rermt,g IQ ltlfl o..d d TMI • I Mallit,i sgrffffllt'lt-a i,a,t flllll Deed oll'NA: SIICurly .Agre,ament Tift h$tr.msnl ,hall~ a ~~'II* Iha Mtn M1f !JI Iha Prtlplll'ly CCJlll!IUln tidtns, lfld lAn:lar ahR/1 1\9¥"1 Ill• or i,,, llghl,, o1 a 1trMW:I .I*~ u_. 118 U!'lllomi GamNm:.1111 Oma ea ~ flffll ......... $eeurlly t.....a. U?n,, l'9QIJN1 l,J l.a'dlf, QIVll:)J nll lakl """8t1Mr adlon • r&(JJe!l\.ld b),' uindm b l)8lfect. Ml oonlmlf len18(8 l«\.tl1 .. ,. Fl 0. Rani r,d PIQOnlll Ptqlaty. In ci(li;!lllcn "b ~ IZ1lt Deed Q( TABI ti N rael ~ f'IIOOrtfl, l..sncttf mly, at IIY'/ 1iflll .-.d wlltwf rwlll8I' al/B'mzd:Jn from GIIITIDr, 111 -.cutvd 001111C1rp1rt1, Cqiln 0, ~c\Ultl of !Iii 099d cl frusl Me hdlg Ill~ Olw!far Shall IMltilJM Lbnl" tat all el!pltAHCI mfflKI in Plil~ II!" CU!lhlklg 1h11 &!lady lnlfflrlt. Upon defall1, OrillltJr ,hall ncl lllh:Ml, u,,w 04' dlll'ach !he ~ f'rop,,tv lr&n !he Piq,erty. Up:111 ..,.,._ GIM!« •W ltll81'tllo ani Per80nll ~ nol' eflbfd' b ffl f'~ ri • INll'llel' .and Ill a placa ~~to G,.,.... irod Llmtll' i:ind ~ fl avaWe to L.endlW~ ~ (3,J (le:y, abr 11C1~ol' wrltlen darNnd I""'~ ro hi eKllllt l*'llitltld by appleal::JIA law. Loar, No: 1048002883 DEED OF TRUST (Continued) :Z0050901002800.000 Page 5 A_,...._ The IIElll'lg .addraasa rt GIW'lb" lo.bbl nl Len:lar (MCUred llllt'IJ lrom Whk:tl lrffimallon ~ 111ft .secldy in!WNI Qfallt8d. W1tlll DNCI of Trust rrey bo oblamad {Mell .as f8qU,.:j t,; t,.,. Umom'I Canm.n:ial Cede) IIJ'IIJ111aledon tt,f fnt~~lhb D81dolTMt- fUfmtl!A ASSUAAHCESj .llTT'OMfEY-lrt-FACT. T1'la IDIIMtnQ prorriPn "1111&-lg ID ful'V*' .11.11,~ lll'ld 111tomey-hllct are• .. rt of ll'illl Deeb o11 Truat: F~ Aas-.nncee. "-t anr ·tmll, and Iran Imai 1o lml, upa1 NlfJIIIII of \.llndlr, lllWll:II' w.t "'*t, flOl:MI' Ind dllwlr, 01 ~· CM.Ill• ID bo mflda, ~or~. ID Ull"Kb DI' kl Ull'diln ~ wlf 'tlltla'I ra:j\aDlllf t,; t..nd..-, CIIIUS• m be fled, r.ocnfed, Nlfed, C, ~ II fll cs,,11 J1IQ)' be, at luch ... ..-d h 11#1 ~ #-.d -89 H l.erull' rm, dllfm -~ Pf .IJt1d .. .uoh n'IOnQIIIIEII, daeltl d tr\ilt, IKUrlry t*d .. NCl.wl¥ t;IJMlllfT\I., ~ .stlll'Dlntl, conliulic,, llumlflla, ~ d ~ -....n::a, catltal8', .,. CJllw dnclllNll'LI$ ... fr'M/, ti lhl, l(M.q:t'ian of Landw, -l'IIIQl'8ll'j « demtllt "' Ml9r' to llffectualt, ~ r:-fK1.. caili'lw. or JJr'19111V• (1] Gran\ct't.d:fgdanl hi.er .. Hott-, 11110... rt In.at, andh RIMll9di OOOl.rrllda,.and '2J, lhe .... .nd ..ourl)I ~ ....._,.,,. lhla 0.-d ... ,._, _ fllwl and pita,, .... 111'1 .. Prapat,, ~ -~ m-tine,flllr ~ by (Jrarntjr. Urftn p-~ad !ff 11W or l8fld9r ~ 1D hi i.tri'aay h ~ GISlb' 11h11 rllrlt!UIW L...-lar all cwll aM ftl)lrue lrcured In OOl1l"l8dlan 11111'1 1M rNGn l'fltlnad 1o ta tu ~ AftOn.y-ln-Fscl. 1r or.nu:,, lab to da Mi of 111& H'1Q11 ~ mo "1 tw ~~La....-nay '*' m b and h .. ,._. al Gr-*» lnd:lt Granll»'• ~ Fo,eucll pu,p::,5N. G,anloJ l'llffltJr ~ ~ lAlm .. Gmilor"I •~ ftlt hi purpoM Iii !N1ff1g. tlll(JC~ ~. lllnc,, rwc,orong. and ~ 1111 OS* ll*)gll D nw, bo '*"9Ul'f Cl' ~ •• h ta'ldlln Ide opirllan, lo ~ e.t manar.t rwnwd ID h .. ~ --FUU.~1.. lfO~pays.a tw ~wt., U, Wllll llhlrwlla ~ eltha ~ ~ ~ l)l'll'IQ' u,!d-,1111 DNd ol TMl, l.erder tilllll ueoun ..,_.ID Tnl~• ~h U ~ anJatall aacu1t ~ delM!I' ID Onr'llur autlltila ...,..._ 411' *rnnliOn cf ..,. lnwictQ nw.it on Ra ~ la'l:llt'I •IINIJ lrtamt kl "" Fkf'Q .id '11'111 Panontl ~. MJ ~-IN MIii b9 fllld r:,-OMJ,br, If po,mllld t,' appbolt laW. Thi-gr .... a, In 111'¥ ~ IIW)' ba dMc"*I .. tl'8 °plf'lol'I or ps9CfW l9Qlllr lllr'IOltd lholw)', WI lftlll _... tt .,. ,..ca .. .,.a:a o! ai,,,,....... ~ rar:-. 11'11111 tia omdlllMI p,,a ar 111M VlAt'lfllnml or.,, 1uch matan or -· ' l=VEHT8 Of D£fMJLT, Each Of lhe ~ at LMlllet's apb\ llflall ~ .n ~ d DIIINt u!'Klar till Dial al '""" Pa,.nft net.ult. Granl:t 1a1111o ,,..._ al'IY JIIIYfflllfi wnen dull Wld• h ,,.....,... ~ Oll'•uttl. GlanlQr lab ta CCfflply _.or IO perfCffll lffY aller1Mn, dJllgltlm, c--,wl Cl' eonalllon aonllllinN!n fib Dlli:id of Trust ur In any ol N Related [I~ er lo~ wtlh or • pe,Jorm lfl)' 11,m, ob!IQlltil:ln. ~ o, CQn;ltll:l'I ~IKI In l"r' oll"lllr li,eement bftHNl'I IJrder lllld G,emJ,. CompllloM:t Dlhult. Fal1.11e loic~ w:tn any olher tann, oblblllan. ~ « ctndlbl cOl'llmOd rn rd!I Daoi:I Cf Tm,~ Cha Nora Cl' fl any d 1M ftel&llld OoclJllllilnl!I. D.r.wt on Clher P.a~ ... Fall.11 ~ Qret'lb' wllhin 1h11 tna raqurwd ~ tu Dffa of Trvst lo rrak:o an~ pi.yffllnt b si1111 or lns~ar,::a, o, 11.!lJ in... p;symen\ :we~aa,y lo pievtrtt ~ al or le 9ff1Kt ~~ d any hn. DtfM.111 In FH91' dl Thlrd PartlM. 5nOIJO ll!ll"llt# del;nM. I.rider 111.ny 1oa.r,, ~ al credll, IICl.ir!ly ~IIMlilM. purchNoe Of ftlln tr,grMffl9111, or Wl1 olllar llllfuenwnl, n ravw of ll'rf oDl9I' ct8dllor IY f)Ol'IOtl V'l•t miry fflQbWlaly •l'l9cl aw,; ol a,~ .. prop1111)' or Grantor11 abi14ty ~ repay ltlt I~ c,t pllffotm lllllir .reepecih'e obllQ&lklns urmr lhi. Deed Q( Trlllt 0, any cl the RIIMflll Ducu.-.nfla. F .... 9tatemel'tlt. /lt/rf wam.rn,. repre,11"11licf, er a'.fltsmenl 11'*'8> or fi.irrllflwd k> Ulr.1111 b-f Grarb' or en Oranlcr's btlhll Uldw !tit Clllld d TNlit tt" the Fl,Mlal Coe~ 1$ W$e a rmlaadnQ" k\ Inf m&lelhl Jftl]9Ct,. •hr now or C Iha tlm1 mlde or 1'ulrnltlld or bBCunM taia, or m'lleadi,g • 1rrf \IIN .._.._ ~ Cobtaaftrallon. m,. 0111:1 d Tl\111 or.,.,, al ,-Rlifllad Dl:IUU'fllnll ,.... t;, be In rllf toal and affDd. (~ falh.1111 ol 1"11 eclllle11I ~~ ID cn.\e I 'ld:f Md~ g;ildy tnllrmt Cl' lltn} 111 _,, im9 end b' ...,...,_ Dmh « ~. Thi cflNbUlon, rJf i3tatdln lAioaFCINs d ~ ..,.... b eCl!hJ9 1111 madll}. Wft ll'IIIIIIDI' "'11dq,W1 from• t'ffM •bltf' ~. o, arr:,°'* l9mlnlia'I cf Gantcfe exblltlU u • ~ ~ or h dNti of any ITIB!lblr, 1M ~ <rt ClTlnb', h ~ Ill a tBelllwl" b afff P9TI GI G!Mlo(• ~. lffV Mllgm1gnt ID!' it.. bclndld clldlln, an, tr,9 cl cr9IIIClr WQlllaill, or 'hi CDff1'11'1'11111111N: al 1/'f ~ ~ q lankndcY OJ~ IIM i,,,.o, ~ ilnrllo'. CndleDr • Fodalture ProoNdlnll, Cu111•m.a1t d farWIOIUIV or.,.,..._ p:vciz.::E::f ;d:111 ~ flf.llllp, repoae11b! IOI' It¥ oti..-lnltflgd, bf Ml IIIJ1dlor ti OtU!lol' 0, 11W ..,.,.a, l9lhlt 8/¥ JSDPlflY MCld1g: lh9 Inda~•. lhlt ndudK • garnlll'rMnl: d Ml d &CClOldl, kddr,g i;kipi.,I IIOCIOIDS, wtl\ lAncllr. ~. lttw Eftnll of~ atwl ~.apply' 1h9rO ii,.~ lalll dillpulll bV Gt9ntar 11 "'-v. V&qy or~ cl .. ct.1n1 ll'1idl Is !ht bnll al 11'19 CfldlDr a: torfelture ptoaeradlng and II' Grata D._.., Landll' wrlttgp roficlo a/ lhra cl'9dilor a, forlelM'9 ~ and depOsllJ wllh Law m:r.illl or• II.I~ bord for ltw ~ OI' ""'-'IIIAI prOIJNdlng, frl -,I 9fflO\ffl ~ t,y l#\Ow. fl 1111 iklll-dl1<>f41Ua'l. -bNlg an ~ .....,_.orbl;lnl';tfor.,,.cllspule. lf'IIICh al' OIW ......... L l!,nf brNCI\ ~ Ci,... IDier \hit tllffl'a ii, fir/ OS..11gr'Nf1*11 ~ Gta,tW nt 1.-.r hi II nal llffl8dld 'MN, ...., S1E* Pllfiod pio,illld ...... lncb5l,g 'lllllloul llrnltadts, any aglftrll ~ u, Ind......,... or .,-ot,llgdori al1JIWU CDIMtdisr, '!llhlf'I.-ald"CI now wlalar. EWIIIII Afla:tlng Clll•en1or. J.ny al 1111 lftClldln\1 ..., ... ~ wlh rMpld: tD Inf Qul!lnD' al q al N ~-or•nv DulnflD dies«~~ er rMUI er~ txt _.,ct.cw 11m11ty Ltl'MI, my a..rtntr ar t,e lncleb'.edneil. In lne -.,n. cl • dNII\, ~. It III q:illc,n, ll'AY, bl.II .sf\111 net tie reqllilld la, ~ f'II GultnlrWI Mlallt ., ~· tn:UVftnllr u. ~ ...... imw Ila IJl*S!lt k'I a 118Wlll' ital~ IDL.id•, and, h ~ eo,Nllllln)'~olDel'd. A.._ en.,.._ A ,ral(lfa\ aM,11111 ohlr'UI occur. In °""110f'11 ro.ardel crnlllcn. or I.Mid¥ ~ IN PR>Sl*'I d (lil}'nnt llf pertumw,i;,e al 111e ll'mblednNI • fflpahd. ln11C11rity. unc:liK in IJ'IIXI faith ~I lblo'l lnnoJra. Flight 10 caira. It 1,w cktfllt.ft, Ol'III' thl!ln • dll9ill h J:ayr/llKll 6t anbll allll I Gre.nlor 1·1111 rot bean Oi'ri • nOIIN d • bterac!I o/' lhe aame P'Dl/bb, of INs l)ead of T,..,_ 11Ulltlrt IN ~ t..llHI {12) rrw:rita,, !t may bl cund I Qrant:ir, affer '9COlvk,gwrlllln nob frtm~r dllmlrdnQ 1111,e ol 3111Ch Qlla!,rlt. l1> e:uia ll'lfl ~UII wlltlln lllatn {15) lfa!tt; or (2} I lht eur• rvq,I.MIS ff'Clre lilan r.1ta111 (15] a.,;.~ ril.alN npa wtw:11 uindi,r dNIT'II n l.a'ldclf1 ilOII <llctefon IO bo 1ulliciont IO cur• ti• Cl9'aull and lhweatter ,oon1nJN Rid~ II.II raason,mte Im l'IIIClll:lll'J 11aps tulficianl ID pn;dl.q ~llnef, 1111 IQQII II.I llilllOO~ ~MM, , L.oan No: , 04800288:t DEED OF TRUST (Continued) 20050901002800.006 Page 8 RMlHT8 AND REMWE9 ON DEFAULT. I an EY-,t i;rl Darautl ~,. unds 1tN D8ltd C, Trust, ., any ~ ihel'nflo!o, Trw1 .. °'~""f !IUl<.ti, atlf(rllil or lttffd ltlDldl~ rlQl'IIII ..S1-1l8dlalr. EJacuun of Riltnet:IIM. ~ tiy lelDlf-, pt.quit""~ .... 11d tillCltl,rje p.nreUll d lfTy tlttlel' ,-meet,, anc1., ~ lo IIW• .-perdlunis or ta -. actb, ta pa,tann .,, ~ c:A Ot.wt1cw undlr Htli Oelld ,:,I Truat, aftlll" Qrvra'9 t.ue ID P9'frllm't, ...... Mt~~ rVt ID d!lcllvs &dek\11\ ard .-IN b rarnodw. ~-lndmleclnt1111. !..Ind« 1h11 l'laVII tie ~ al Ill OplDn IO doclal911Mo tir*a lncM:*ldrMa l'Mledll!.le!V d.Ji! and~~ di~ PfllV'tf wt.di Orwdcr 1IICIMO. ,ap-, ID P'-'f, ~un,. Wllh respect D'II «lh/1'1" 1711111 ~ Prapl(ly.. h TrustN tthlll i-tlheri(lht ll:faxwt:1$11 b paward u.le 111d lo !cndoN t,w n;,tllii, llncl , .. and Lent.-1'1111 Mnl 1111 l'f!III U fareem9 l:ly ~ bockllln. In ~ CM,11 '1 ~Wll:I arid 'Ith M\ 9'Mlf1l prwldedl'f ~14'ft. UC:C Rl:IMdai&. WillNSp&lll tDalliurllnfpa/tdlhl~~. i..andlll" lhall~all "9 righls d~ol .. ~ Pllfl!t ...,.,. lie I.Jnll!)rm Conmlrolll ec.:.. cas1a:1 -.-Lender l&ttall ~v• 1111 ll(ttt, wHhoul raace lo ~ ID lai:e posMSSO'l ol Wld ..,,.119 Iha Pn:,pe,1y &nll cclec1 lie ReMt, 1nch1~ afl'IOunll. ,-c duiit 1111d ~. m:1 apPly 1111111. prucqd9, O¥W ll'ld ..,... l.erdr'• ~. ~ h ~-In lunhlrancecl thit i1f:t,\, la* f#lJ 11qft q lll'm.or dhel: UMl'QII hi ~ b rr.ica ,..,.,_,. ol rvnt or•• lilN dnclly '° lerdllf. 111 "" A.-.119 ~ bf 1..en!:19r, lttlJl o,..ror lrfevocablr ~ Land&< M 0'*1"111:n attomtr-in--1 II) '"'°'91 ffl1IUNlffll rCIC8lrad ~ payrnant l'\8Mol h b nir,ra of Onnlar ltd iii nflGAlllla h ..,,_ and CDIK'! h pn:lUBdl. PIY'f*l\a bot __.. or otw LISln II Lend9r In '9tpo:'M 10 l.adrs dalllmd .atiall Slltllify ~ ~lionl for ~ flll pavnants ..,. nadl, whlthat or 001 ...., prop11"" i,wndl b' ._ dalland 81111d. Lcim:I• ,,..y "'1l'Cl$e ~ ~ l,ln;iltr lllil li,lllparai,apl\..,. ... pMCn, ~ age,nt, c. "~ • -· .t,ppol'm "'1clhW. L.dlt .tdlll ta"" the Flg,il 10 t-9 11 ..,.,.. ~ kl lilkll pc1SS9Akn d al ar a"( patt d ll"lt: Pn,pe!t;, v.all\ thl p:,.1 to.~ n P"fllfl/B, !he~. b ~""~~or pin1q flnckllW• ti( sai.. w 1D coaa 1M Ren9i nm !he ~ and ~ ttw p!DC!Nda. ,,.,,, ane1 ..,. lf\f CCII$ o, "" .ec..-ShlD. er,1ti.t \hit I~. Thli tW>afyor nwy ._,. -.a..t l;Pld JI pPfflitlm ti, lllw. llnll!ll'".I ,lo;.i,l ID the ~ cf I. l'ICIMI" n• llist ~ Olf rd. la apparac ...... oi ,-Prq)af1V acNdt: h I~ bf' Ill ~ atn:ud. E"~ by LenUr alllll nol 1'flql.-llfy a plN'IOll "11111 NA'in"u • ~. T*'~ 111 RllfMnl!i:& W Grsn!Or 1.-rwtfnt Ii po,Hlllon r1. h P~Jat)' aJra hi PnilJllRW' Ill Im! aa ~ at,a,,1 n, Lllnd-.J nttw,,,laa ~ ..nllllDd lo ,-t&Jon of 'd"8 p,ap."ty ~ Qllfadt ll1 01an'DJ, G.l'W\IOr 1N.I bK(wne I tllMI* at aulfalmlCt d L......-or the Pilrchaal!r d tta ?toptr1y l!lfd (NII, et 1-en;!er't aptlen. '"* {1) pay 1 reuonanla t"a'11111 ID""!hlll UMQ',jhg Prapmt/, ct (.2) VICMe Iha P!DpfftY ~ lpltl fl&dllmS'ltlaf LS'Ulf. Othw nem.tl•. TMIN er ls1chJr WI r.ve any ot-. ri)'ll 11" 1ll'Tlldy provided In !hill DNd ot Trus1 Ot fha ND1II or tri,law. Nlllll;ii o.t a.1a t...ildtN .lfuiJ ;aw Graru r9880l'IElilll r,o1ta m "DIii ttne 11111 pbuZI cit an,, l)IA>lc ,a o1 1h, P~ Pl'Op,tlt'f or of tJle llne arter '>\tdd1 lfflJ Pr!Wla 8819 or other lnterided ~~ d lr'!I Pw,cnei ~;, kl be Jl"Wde. Raasall!itillll t10lca ~hdlT!ettl rmlloll gPltlfl 11tle11at In (10) dlr,,, b8fc:Q 11'19 llrN d..,.. 51111 a~-Ant 9ale cf tt.. F'IOOl1!ll Property ,nay be made 111 oonµ-v;tian w"tlt any -~ ol lhlli Real Pll'.ll)er,y Sale DI' the Propm'(. Tc tie~ p,rml!IDd t,, llppllcable-. G'llnlcr ~ waive, ar,y and al rlgMs !O 11111~, h Ph)~ "1UV11!11181l. tn l."tflrdmQ b flgl'a Mid. ~-. 11,,11 T~llll!l Ill" Ll"mf i!itld be Tff k> Sdl aa or llrf part af It.a Praperty~a llfllralely,;111 cne tall Df by aep,,re1&111eL undw shall be Wtltlllld ti;,bi:t al 1111'!/put,ill:, .. mt 11 ltf arJf p0rtki11 Qf fMo Pn:l~llrt)'. A~· FM9; 1:Xpt111 .. s. If t&nder ""6'1tllla6 !lfff IUl or dltl to er.lQoa 111~ ol tn. 1111,,.. ct Vlis Dlltd ot Trus1, L1nSer ...._. bl •'"°*' ID ~ 1\IOl"I tun N 11N1 ~ may..,. ~ as .no,,.,-a' Jell Ill trltl a,,d o.,p;,,;, eny appNI. Wlo1hw or not •"t o;iurt .aclofl la-ii1YoMld, .and b Lili u:l9rT1 r,c;,t J)rohl:lilN tJti" ft, ., NMCW'Al:11• ..,,.,_ l.adtJ hiln 1hml rn L.erdltnl DplrD'I n ,,......, II lllJ' -b" hi prVlldlon ol b ~ Of Ill ~ol b.'1gtitlsh&llblcomt a pat! r.,l lhlll ~~on damardfn:1'511albMr i1"U111151:al:hNDUo 111111 ~ OM dltl of 1h11 ~ 1.111.-~-&.,.,... coYllrlCI by .,;a ~ in:lur;la, wtll1DIII Nmbllon, l'llffllW9f luijid le Ifft Uml!s ul'tlat applkl.lble law, ~'I afll:ifflPfl' INI arJCI 1.Aln6tl"s-.. ~-. wt'ld"Bt or rd. tin Is • &aw.ult. n:'kd1g -~~· .... _. ~ fur ~11,1:'1:.y ~-."' {~ .irmm b rn:dy a, fltJMEI .,,, MIDl'Vlttl ,iav (W ~ ~ ~ .,,, ~ ~ CdaCb'I serw:ot, fie mil d ~ nlll:Crol, oblalrlilla we repo,11 :w;~ lllrldoNI JIIPOO"), ....-..-.· r,ipcm, ,rad ~ ,..., 1i"lll '1U1lnl:il, !Im,_ b' the TrUIIN, bl fNt nlail pablllltecl r1'f appkflbll-law. G1111WO!" IIIIO WIil pa)' lny CCllri 1;1)1111, In ldtiUon b II atlBf NTII ~ b,IN, Fllgt,u flff'rus!N. Tl'IIMell 1~tlave all dll!C nohb llfod dullM ~ l.a1ctW 111 Ml ~ In tis MCtiCn. PQ'\'&A9 ANCI 09LIJJAITOl«I OF TRUiTEe. lbl ~ ~ IM11ng ti;, 1111 JXMV'I •tld otllgdlrls of TJ1..5te,t ~ ID L.ll"ldof• MruCllr:nl} •• pan d 'Ha 08-«I d T~ Puwert • Tr\Jlll9t.'. In .:fdll.looltD, d pgwe,1 ol Tnallll arl!log u 1,,,.. oflew, Tru,.19111 ,h41..,.. Iha powrar \Cl lake """fl::Jlli:Mhv ai!tora. "'*'fl mpeoli 11) lhl Pwq;arty ~ .... WflllM tlllQol8$t, (11 !.Jrdllr ant IJ.IBl'll(lr: (8) pt, In pc.pul,;: 11"\d rJ!r1'1• Jlll?or,-1.Qf 11w, Aliilll PraperlJ, lnctucllritfltdeclcalbn GI st1111b « ofllt" ~ ID lflep.M:, (ll)Joln g1 IJlnling 1ny _..,,.,. or entlllling MY -rlcflon en ht R-.1 f'fqltrtr; .-id I<:) J!*1 h •IYf 1Llb:Jrdlnlllllon Cf olhlu a~ ~'HI O-tcl.TIW1.or 0..~&IIIISI DIL...-\Jqf ha Pead Iii! T!Ult ~tlon• to No~. Trua~lhal not be obllge,llld ID rd/If Mf oiler l)llr1y of • PMdif1Q aale lll"dllt «rJ Cllflllr lnlsl: deed 0, tllr\ QI d arty ICtb\ (I~ p,:alllng tr, whlctl Urvft.l', J.erder, er Tnll1M' llhall bt I ~-inota ,..,.m by appll::lbl1 l&W, or WNM a,, Ida! or~ II ~~ TM!lta. l'rulta6. TNIIIN lhlll maet 1111 tf.Jl{rlleela-. n!lqllrad kif TIUSIN un:ter ~ law. h addidoll llJ l,o tlii"lls 1111C11 remec1N 1191 ~ alll,, ""1 ~ let III or MY pu1 GI Ole 1>1~, 1h11 T~..,. ~ N-~ I). bclDN bj" nollaa at111 Mle. llll"III I.Mlder n!INl'L't'tr11111'Q1111t.a lcfl!CIDM 19y~_btack>lfl, ln,ailt°lit' caae Fn KevrdancvWU!and tu the U ullrtl !"(Hided by G'*iltul !Aw. II~ Tr11&1tm. Undllr, 1111 t.ander's ~ion, -, ~ l!ma ~ Ima iappcft,t • lullclACt Trus-lo Mry Tnmtea ~ wider HI o.d d Tnltt by" M ~ itll.lCIJl«l .uid ~ by L..l(b" and flKXll°IW ~ 1h11 allice o! h '9CIOrdW of Kt,a C'auitll;, ~ of WaMI~ 1ht inl~ gllill "°1Gln, ti addition la all OIMf rt11brs 1~ '1f ,i.tt Jaw, .. n~ al Iha ariglrlaf L'"'111, T~ IJl1El ~. hi bode m ~ 0/ r. Aodloo"II RIii N\fflbef Ylffl!ri, 1h11 o.c,,;i ol Tr\11111, rec;crdlld, IITldl 119 r,ame and adtt811 OI tn. 11JCC41SIGf lttlsta, d h ~ ~ btl t19'uf.e!I and er::tJ I0,.11:!dg,ed by LilraSet or 11s ~ h ll'lteretl The 1u,cenor tnmt&. 'li'1lhou1 CDl'Nl)'lnr.e CIC 111 P'rq2er,y, thall llllllCNd 101RI '111o Ille, JXJ'lt'IW. arid lt.tt'III cedllna:I L1por! 1h11' Tru1lfle '° ttu, Deed 0, Trust &rd ~ ~le IM, Thi! pnx,atun1. ktr lllbBIIUlon al Tn11111Mt RI pam b tit ftClu1bn. of 811 e1.w p,ovllion, tor --JJOT'ICES. St,.cjec;l ltl ~Iii law. aoo ut:spl for nclt:• 19QUir«I a lllawad ~ i.w ., ba i,ven In, ~nDl.t\91 ff"arlOII, llfl'f l Len.A Ho; 1049002883 DEED OF TRUST (Continued) 200St901002800.007 Poga7 ~ '9Wlll!d to be ~ lffllf till Deld ci1 Tr\15t. '1ouclnu Mlhoul ~ an, rdi:it c:1 iMlul n aiy nim• a,_. il'IIII bf """' 1n 'lllftlnir, Incl !11111 be efftCt'IIII ""*1 d.JII;' dllwnd,. v,h.-i ....,. n!OliYlld h1 ~ .. (urh:1111 alt!.,..• Nlqlllr.i try 111W}, wnei-, dllpcllled will a nMlonll>y ~d ow,nfgt1I OOWl91, or, I malltd, Wh9\ ~ ~ 1t111 ~ Stalel r.U, aa filll clea, clffJlled or l'lgilh!ntd JNIII polla,ge J)rlplld, dhct«I IO ti. addnikn lll'lwln naar h ~ ell 'IMI o.d c:,t 1,.11L All coplM. d ld:N d .. IICQue htm 'hi hold9r rl 11"i lllr'I wtlkll'\ t. ~ t:Nflr 'till DNd d Tnat lhallbe Nnt kl Lendat'1 JlddfVIIII, h aJ!awn ,-flO ~ of 11M D-9 vf1"ML Nrf pl!ly n'lly ct.lg915 !ldltAI b notlcofl Im« '1h11 ONCI d TtUll by Ql¥tlg foRnll W'!I"" noclc:a kl '1• rAhl!" pe,IN,. ~~ lhat tne purpceed llMl llOllce ia ID chlrlga lhD party'I addrf;s1, For 11otbiJ l)UPIJlilll9. Qradl)r ~ la be,p, Llndlf Warned Id d lnlBI of ~. ot.rr.-it lllll:;hn, ~ lb llfPlicabletaw, ll'ld aia:opt ~ nco;e ~ or lllk:JWlld by fllW »be gll/l8l'I h MOhr llllllnll'. ti IIIW• 111 mt.In! hn 0n9'Cmnb, any~ gll,# 'Di/~ 'IO t1J1 (nl'b It OMITl90 ilJ bl no1ko gt#1 'la, 11 a..-. MISCE1.U.NE0USPRD\IISIC»5. Tne~g~~-•S-,all"lao.dalT~ Al!1m~ T1dl DN!d d Trull. !oglllllr wllh a,,y Rllalld ~. ~ Iha Wllr9 \l'ld8'ftnd'°'G .rid IQl'..,,..,i:ol .... pMI ... UIIJ .... ,......'81~'9-0.-dT"'II. Mo~oltir~--c:i...,ol That anal ba tffeclM! lrias8; gli,et\ In wlSng and 1lgnlld ~ 1'll IJll,ltJ " ,Dlf1iel acuJll 10 bt ctt.t;ai;I' « buu,d bw' " -.. -Anmai ~ If IN PmpM1y II ~ b' plllJIDNII ohlr" ltWI OtMlo,"I ~. bu tPllil Jumllh to lam&!, iiion l'eqi.M!lt. a Cll'tltN atdllmcicC d Mt OOlmlng lrlcarrw ~ fn:m OW fropcir1y °"""I ~-prf\lllM; IIICall ~ i1 lil.lCh bm .ta dldal M Unlar llllall ~ "t.t Clplll*1g r'ICIGl1II" 11t11111 nan di clllll ncerpll llom l'ie Propa,y INI d edl ~1118da ~~ w21hftl aprntbliolitllil ~- eapdon Hl!IICllht:IL Ga~ tieed'9 h 11111 o.d dTflltf ..-a lar CCl'Ml'lllnc8 ~ at>; ..t ant JEii. iD t. UMd la nlapf8I gt di6ie lht ...... tris d .... o.d d Tl\l&l .liWIMr. 'l"hM WI be non-ae,c:Atw t'illnlltlDr_.. afNlld bl' Nii CMd D! TMIMhany olhll'Her811Cll'.-tlllt ti VIIIPrqlartr al 1111yi1Qi9 hllld t\l ot !of Nbenlll 01 LM,dlr lnq~. whu; ht q1tn CXl'lld Of UM!f. Qowmlt1a ~-Thi• DINd., it...t •" be gmnm-, b)' ,_,.. laW apJJ,l!Gbltl hi L,4l"ldar ll'td, 111 lht, 9IHnl. not p.-ipl.r by ...... I IM, '"9 kn of tN SIIM d W..Nngiton wltMl!t nprd to ftl c:ionfllClls ol tw ~ ThJ9 09lld olTrv.thn ti.an ~1111 ~law:iwl•IN .. of'Wuhlngtan. Chomol V~ If '*91111_..,.utt, GlflrllQr,gi .... 1,pc,n ..._,., rwqu,nllll Mbn!IIOll'le~ cl'll•c:cut.td ~ Coi,rily, Slllla d~ No Wllwr bf' a..,dllll'. Ladlr st1III rot Df ftltmlld lb t,...,a w11lwd a1J rt;;1'l undlW Ihle De'Cld of Tl'JBl I.RM• sldi "81v• ls QNSl in Wril\r?Q, Md lii,,m by Lanell,. ~C> ,tula~ Cl' omlAHln c,n h palt o4 \..lll'IIWf ~ ---'1g tltj ~ 9'1t11 ~ 1111 a ¥!aMlf of 11L1Cb r!~ Ill" -v oltt9r rlti,tlt. A wll)Rf ti, l.8nctN' cl• prU¥IIIOn QI Ha ONd cl Tl\lll ltlal not ~ « conttllw a "11""6P or l...trndel"l llghl dherwls• t, dll'!W1d Gld'~ MIi', bl prg,;Won or-,,, otw pr(M9lon d tttll Dead rl Tut Ne> p,b,-MIMI, t,v lender, nor any coww or 09"'1o bMWeMI Lrdaf 1M Gr.a, sl\lll ronl1llult, • \lfallW d..,,. of Under'a r!ghllt °' oi ....,. al C3...,,., ~ a II) "ff t\rtUrt rtanllllJtknl. wtiai.vllr 111• ooreent ol l..lftdar • ~ lP3ef.,.. oe.d d Trwt, ._ gra1*ng d •um ctlf'IIQr,\ b:t I.arm n en, IMlal-.ce WI not CQ1.ltnlrt9 conlfmlPi) con ... ~ s11bNqL*lt ir.tanc.. wtwre ~ ~ i& raqlJfr9d MO !11 M cun $Ucl! oonse,rr -:.i be~« 'N~ k'I 11\t da d~of Ulll!Qlf. sw ... tionn,. 11 , c::.nt tl CCll'npMl'l1. Jurmdlctlon llrdll ar,y pbllslan d 1h11 0-.1 Of T.rust to • iaaoai. t,w1t1, or ~ •~ ti IPJ c~e. 11.at lh:ll!lll, chal rd mak.11 t,e offElnd\'10 Pff)'MIQ, ~ DI'~. ot !11&1,,.lliC..ebi& M to 11'1}' oh( tiraJillllflt:8, f foube, b olrenc:lnQ pn:ivwicin stlilll Ii.~ madhd t0 ht It ~ lag.ii, .,.,-iu .ar'IIJ en~. If lheoftnd~ JX'DY'.slon Gamet bl so modllled, 11111111 bftCG'ISidanlddal\ed Iron ti, DNd 111 Tr\llt. u.-.a o!J1,irwllr;1 req\,bcl "tlN, lhlll llplllty, lnv..,,or ~ OI lllY pmois\ori ol 1119 Cleed ot Tllllt shall rd 11lfEC1 l'B legalt,'. valkity er-en!~ d WI)' clhul' P'l',1lllllanol \his o-i: or Tru,;L St1CNHDN ....i "-19'1a. ~I 10 ~ IIIIIIHlona lllaO 'fl 11111 l)Nd ol 'frlllt on ITW"m• Of Otuwr'I 'fl\llN\ t1- DNd d T/'\.llll atlll t:. l:tllhll ""°"' ancl 1r1.n lo 1h11 btRdll of ._ portlal. .._ I\WXVllorll ll'CI UIV'II, II IMnlfW'lip of "9 Prqitl1y belo:l,,-w:swd In• i:arwi olhal' NA Cbnor, l.a'ld«, WilPICIUt rdlct ta GranlX'. ffll:i d!IIII Ml'! Orlntr:n wcc,anora \wlll 11118ratto ,o ilis O.ad OI Tndll an:! Iha ~ ti, ~ cf ~ Dt Ml--... ..«rm.c !9leallQ Gnnkr ln:lfll aiaa;tgall111111 cf tit o..:11 (lfTiuat or labltt IDS hi ll'olbtlildnna. llftill I• otth•E-Heno& Tlll'IIIII, d dleeH«l'Cll n N~dta o.rtotTrult. """' .ai,y. All --to Ulla Df,ol,il qf Tniat....., ...... .,,. ........ '"'JurW' lrfll.., .,., IICtl!On, JlracNdllit,. ~twuglUbWatt'f.,,,aplnal:M)'-.,panJ. W.-~ ~ ~-Glftot" hecwj ..... w,d ~,.... II rllt* n:I bantffls of N hCfflNINd ~ Ian ti the SU al Wullngb'I .. ID 1!1111~ 1.c:&ndby .. DNd of Tflllt. DU'INmOIIS. 1ha '*"'l!IQc:apl,llftledvudll and tlfma ..a N\lltfll' lolowhg _.. wllliln 189d' h ..... o.«I' alTrusl L.Wflll aplCllliclly '**I D lhl conlfaly, II "'"!'al 10 itiillll llfl"Nlla 1h11 "*" M'WUIII in lflYrflf mDIW/ d NI Unilld m.. o1 ~ WO.O. IW'd i.,ma 1111d n tie ffllJlm lhrlll lrdo.OI hi pri,n1. iff r. pan1 .,... lrdudit it,., aflvMr, 1111 a-.O"Jn..a 11111)' rwtJAra. Wolm tndilllr!nl nr;i1 ~ dlllwd lrltllli DMd aiTn.lfflllll lw,,•lhe ~ l~1D •uch=:;;.~bn,~=~,,.,..~·~~--~-._,., aorru._-. Toa IWl'lf 'BmnM'III"' n&1111 Snhu ~. U.C·Ntfl tdi.dls.d o:,,111gn&,1,nctCQffl81&:e,rs ~ 11w -D..a Of nut. The 11W1W1 'ONd d Tru,f" 1nw1 t'lil Dead tJl.'JMt atnt111g ONl'lalt, l.al'IMr, ""1d T"""", 8ro nd"OOM WIDPJI: *"*'Ila"! all ~ IIJll:I iMICld)' lf48fHI" ptMliDM ~ ... t. Personal Pnip..!IJ a,d flsu. Dlll'AU!t. ll'a Woftt "DllalAT l'l'llm, Ile Olla .. Ml farti ln.,..ONd tlfTnll'l lh IN 19Gfmi &MIid "Dnli'I". !11911 of O.L'IIUtt. Tlt8 ~ "'E\<11 ... ol o..r..n• ,.,_, -'I'/ .;4 Iha'-* DI N.aulll 8lill ll;rth ~ 11Jt. DIIU ct Tnat in IN w..-d ddmlt 1ac1on or 1h11 Dead or Tf\151. · Grant.or. TM! wan:I "Otanll:I" meer,111 Sandhu Pn,perfy, LLC ~ nia won1 ·011__,,.. mNl'II an:., oua~. llftt)', er aeoMVTIOdlllon p11ty at 11r; or at ot ltle Quamltr, Thi word "Gut~ mMfll N guarant;"MmQUIRl'IIOl'l>uridfi. ~wlllc,JI lmlalbna ~llll'llyof d or J»TI OI IIIO NIM, lrnp!U'ft!Nnla. The ~ "1~11179!N" 11111/11'11 II lllelating llld ltaJf1I fflQl'01/1m9111, b~kftlg1, 11JuCC11ret, molia hOn\N: ~ OA OIi! Real Proo&rty, laelll!&!I, IKdt!onl, ......... 11:s Im !#l8r ~ l)n Thi Real Plqnrty, b dlb~ Tllt won;l indllli.dr.." l!ll6'1II till prn:ipll. ~. Ind olt'ler ..muntl, t::o!ts and 8«PIAI• 1;J1:l'llb'1t 2001!<>901002800.008 Loan No; 1Q4!002B83 DEED OF TRUST (Continued) Pege 8 url(Jllr.,. N0111 or ~ OOctsmenfB, ~ w111 s1 MWWM ~. _.,_n or. mo;:lbiQnls 0(, CClf'BOll:lalm!I Of end~ b Iha f'«lt8'or RalatGd ~ lrld eriy .-ro ~ed.~ ~by~ '0~ Graru'I ot,llgaliais ct' ~ lrQJrnd t,y TI\Wl!e or UJOCfer tD anfl!lretJ GrJlllrot'• ohi;allanf; undofr Nit. Deed cl Ttullt, ~ wtltl k,IIWMt ,<11 Bu.:lh ~ •• pv,ltllld In 1'111 Dte!f W Yrust Specllically, wttholA lin'llbtib\ ~ irlDll,lclat II .alftClll'lll lhal may N /!Id~ HOlffd ~ f>e. er-Ooo'la,.,....,.. ~ of ffl19 t)...: d TnoL Ler,dt,t. lJw WOl'Cl "l.M!oll" ""'*"-"1tn;I .... 19 &u:ONIQl'II ollld 8"11111, Neta. n. word "NOia' mNrill h P'ffl'IUQIY nm dialld Aa9WI 3), 2005. In \he ariglna\ prlncl~ amount ot $1,920,000.00 hun GlrllOI" o u.mir. ~Yl'ltl el,........,. or,~ or.,, 11:re ol, ~ d, ~ OIi, lrd ~ b 1hD !l~ nato. or ~ NOTlCIE TO QRANl'OR:: Tlfl. NOi1! cornAINS A VAA14BLE :rH'l1:RST RA.1£. ~II~--n. ._. '"P--.1 F'«ipt,rtf' 11-1'1 all~ •11.1.UfU., end, otl.-a'llalN ol penitlMI pi-Qfll!Tt no. or twu.PW OIi!* by firlnligf, ll'lll 1'1111 or I'!..,. atllctled or atlm,d IO thll Rta' ~ togailQI' dl .a ~ l!ll:11,ll'ld &lflltmtlO. .. ~<11.11'11 Ill ~br, -,(1(1u:t\~Di lOQ(lhal'llldl. d inUN llfld prOlb '1ROA Ind~~ wltlOIII: 1!mliall,:n ,JI m1nn1.11~ .-111 l1ill'lna ol ~ lrom .,_, Hie gf at. dlp,llbl ol 11111 Pff;lpqrty, Prq,wlp. T/w, IWCrcll 'P.-.,ay' ,,..,_ ~ 0.. RB l'rof*I)' nt hP ~ J>,q;afy. Reel Propwtr. 'ni9l'IUOII ~ ~ mNr1 .,...,...,~, "8r189W r'Ortl,as rtmwdlSC!lbed nta ~ ""'"' Rdnld IJDQlffllfllL tti. ""'1ldl: "Rllllllld ~ ,,_, •• pr~ natN, i::iredlll lli--.lNU, an tqttl"*8. ~. UCldy ~. lftC)ltglgM, d9ada .af flllt, 1ecurlfy doe(b.. QDlaM,ral ~ #Id .. Ml« ~. SQJ'""111rm IU'ld doi:~ whlV\ar r/CIII ot llarMflaf lllbt1og, ~ I'! comec:1100 wlOl N I~; pnwldld. lhtll h awrronmerua1 ~11 ac,H111a1111 are not 'R1laltidl ~"'*1tll' .-ld •nit~ bf !Im o.e.s a Tru,l Rer1ts. 1hl 111Crd •f1tra• ffllllll all preeent and ILturv n,n1:s. rwent181, lntOrm, lnuu, ~. ,xdits. al'd llfltf' 11..a. ~ Imm 1M PICIP*tY. fnmee. TIie ....:rd 'tNnN• ~ SlaMtrt 1-. MIOIII ~lhg ~ 1111 1000 SaK:t\d ~. SIAI 1S!O, SMIie, WA 91104 ai'd.., IIUbisllullt QI' IUCCIIIIDI' ~U81eea. CF'.Mn'OR ~'9 twMtG fn:Ab AU lHi l'ROVIB\ONS: OF THIS DEEP OF TRUST, AND GRAHTOR AO.REES TO ITS TEAMS.. LIMITED LIA81LITY COMPANY ACKNOWLEDGMENT STATE Of l). )t1 • CWITTO>~I------- 'ro: )55 ) lhB ~ la ltlll ioglll llMllll ancf fli)lde, ~-ll"lcletlllldn• 111QJn,d~ Ne, O!rlJd f1f TriJN. You u. h8rabf ~ upQn paymart at • ""'"' ~ to )'OU. 111;1 ~ witlOA .....,-my. to ,-P111C111 ""'1'P1 tJweto.. N ~ aa. ,oo lntvnlll llCM' hold by,..,_ ir,,;:lc,r lhe DMd Of 1nr.it. ----- KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. October 24, 2007 SUBJECT: SANDHU, LOT CLOSURE CALCULATIONS Parcel name: Boundary North: 163243.891190 East. 1307734.655164 Line Course: S 15-24-08 E Length: 607.02 North 162658.672250 East: 1307895.875737 Line Course: N 88-51-06 W Length: 603.98 North: 162670.776526 East: 1307292.017039 Line Course: N 00-44-55 E Length: 281.93 North: 162952.682462 East: 1307295 700555 Line Course: S 88-51-07 E Length: 0.19 North: 162952.678655 East: 1307295.890517 Line Course: N 00-45-22 E Length: 149.97 North: 163102.635597 East· 1307297.869558 Line Course S 88-51-11 E Length: 217.63 North: 163098.279380 East: 1307515.455955 Line Course: N 15-24-08 W Length: 156.45 North: 163249.110494 East: 1307473.903850 Line Course: S 88-51-17 E Length: 260.80 North: 163243.897744 East: 1307734 651750 Perimeter: 2277 96 Area 272,870 SQ. FT 6.264 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.007390 Course: N 27-30-51 W Error North 0.0065546 East: -0 0034142 Precision 1. 308.250.34 K.Cc D.D.E.S. 1720 SO. HP 1 PL., SllJTE C-~· FEDER.IL \\'.IY, \\'.\Sf!IKGTON • 98023 DES ;1J()J>,;1,:s: 253/838 ll'l'J • 'l'.IC0,\1.1: 253/272-9858 'J'OLJ. FRFE: 1-888-838 1199 • 1'.\X: 2S3/838-8l(i--1- Parcel name: Lot 01 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. North 162713.225724 East: 1307372.885136 Line Course: S 00~8-18 W Length: 18.84 North: 162694.386893 East: 1307372.675244 Curve Length: 39.49 Radius: 25.00 Delta: 90-30-36 Tangent: 25.22 Chord: 35.51 Course: S 45-53-36 W Course In: N 89-21-42 W Course Out: S 01-08-54 W RP North 162694.665413 East: 1307347.676795 End North: 162669.670434 East: 1307347.175774 Line Course: N 88-51-06 W Length: 55.17 North: 162670.776088 East: 1307292.016854 Line Course: N 00-44-55 E Length: 44.11 North 162714.882323 East: 1307292.593167 Line Course S 88-49-03 E Length: 80.31 North: 162713.224961 East: 1307372.886064 Perimeter: 237.92 Area 3,405 SQ. FT 0.078 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.001201 Course S 50-33-38 E Error North: -0.0007629 East: 0.0009275 Precision 1: 198,101.58 Parcel name: Lot 02 North: 162753.225044 East: 1307373.330848 Line Course: S 00-38-18 W Length: 40.00 North: 162713.227526 East: 1307372.885216 Line Course: N 88-49-03 W Length: 80.31 North: 162714.884888 East: 1307292.592320 Line Course: N 00-44-55 E Length: 40.00 North: 162754.881474 East: 1307293.114934 Line Course: S 88-49-03 E Length: 80.23 North 162753.225763 East: 1307373.327848 Perimeter: 240.54 Area: 3,211 SQ. FT 0.074ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.003085 Course: N 76-31-13 W Error North: 0.0007192 East: -0.0030002 Precision 1: 77,970.83 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Lot 03 North: 162793.224364 East. 1307373.776559 Lme Course: S 00-38-18 W Length: 40.00 North: 162753.226846 East: 1307373.330928 Line Course: N 88-49-03 W Length: 80.23 North: 162754.882557 East: 1307293118014 Lme Course: N 00-44-55 E Length: 40.00 North: 162794.879143 East· 1307293.640628 Line Course S 88-49-03 E Length: 80.15 North: 162793225083 East: 1307373.773559 Perimeter 240.39 Area: 3,208 SQ. FT O 074 ACRES Mapcheck Closure~ (Uses listed courses, radii, and deltas) Error Closure: 0.003085 Course: N 76-31-13 W Error North: 0.0007192 East: -0 0030002 Precision 1: 77,918.96 Parcel name: Lot 04 North: 162833 322164 East: 1307376.313055 Curve Length: 13.30 Radius: 42.00 Delta: 18.QS..57 Tangent: 6.71 Chord: 13.25 Course: S 09-42-47 W Course In: S 71-12-45 E Course Out: N 89-21-42 W RP North: 162819.795679 East. 1307416.075276 End North: 162820.263592 East· 1307374.077883 Lme Course: S 00~8-18 W Length: 27.04 North: 162793.225270 East: 1307373.776636 Line Course: N 88-49-03 W Length: 80.15 North: 162794.879330 East: 1307293.643705 Line Course: N 00-44-55 E Length: 45.00 North: 162839875489 East: 1307294.231646 Line Course S 88-49-03 E Length: 67.21 North: 162838.488473 East: 1307361.427333 Curve Length: 13.69 Radius 25.00 Delta: 31-22-45 Tangent: 7.02 Chord: 13.52 Course: S 73-07-40 E Course In: S 01-10-57 W Course Out: N 32-33-42 E RP North 162813.493797 East· 1307360.911406 End North: 162834.564114 East: 1307374 366582 Line Course: S 57-26-18,E Length: 2.31 North: 162833.320855 East: 1307376.313479 Perimeter 248.71 Area: 3,600 SQ FT 0.083ACRES Mapcheck Closure~ (Uses listed courses. radii, and deltas) Error Closure: 0.001375 Course S 17-57-20 E Error North: -0.0013084 East. 0.0004240 Precision 1· 180,872.73 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Lot 05 North: 162949.504987 East: 1307331.193784 Line Course S 00-53-17 W Length: 110.37 North 162839.148244 East: 1307329.483173 Line Course: N 8849-03 W Length: 35.26 North: 162839.875907 East: 1307294.230682 Line Course: N 00-44-55 E Length: 112.81 North: 162952.676278 East: 1307295.704585 Line Course: S 88-51-07 E Length: 0.19 North: 162952.672471 East: 1307295.894547 Line Course: N 00-45-22 E Length: 7.94 North: 162960.611779 East. 1307295.999325 Line Course: S 72-28-59 E Length: 36.91 North: 162949.502318 East: 1307331.197734 Perimeter: 303.48 Area 4,091 SQ. FT 0.094 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0 004767 Course: S 55-57-34 E Error North: -0 0026686 East: 0.0039503 Preasion 1: 63,662 68 Parcel name: Lot 06 North: 162944.145018 East : 1307366.114912 Line Course: S 00-53-17 W Length: 85. 73 North 162858.425315 East. 1307364.786194 Line Course: N 88-49-03 W Length: 35.00 North: 162859147612 East. 1307329.793648 Lme Course: N 00-53-17 E Length: 90.37 North: 162949.506757 East: 1307331.194281 Line Course: S 72-28-59 E Length: 14.59 North: 162945.115345 East: 1307345.107713 Line Course: S 87-21-32 E Length: 21.03 North: 162944.146287 East: 1307366115374 Perimeter 246.72 Area: 3,042 SQ FT 0.070ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.001351 Course: N 19-59-44 E Error North: 0.0012696 East: 0.0004620 Precision 1 · 182,620.28 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Lot 07 North 162957.606729 East: 1307401.327761 Line Course: S 00-53-17 W Length: 89.76 North: 162867.857510 East: 1307399.936582 Line Course: S 18-33-40 E Length: 8.70 North: 162859.610043 East: 1307402.705931 Curve Length: 18.40 Radius: 42.00 Delta: 25-06-11 Tangent: 9.35 Chord: 18.25 Course: S 58-53-15 W Course In: S 18-33-40 E Course Out: N 43-39-51 W RP North: 162819 794687 East: 1307416.075201 EndNorth: 162850.177448 East.1307387077136 Line Course: N 57-26-18 W Length: 7.93 North: 162854.445430 East: 1307380.393631 Curve Length: 13.69 Radius: 25.00 Delta: 31-22-45 Tangent: 7.02 Chord: 13.52 Course: N 73-07-40 W Course In: S 32-33-42 W Course Out N 01-10-57 E RP North: 162833.375113 East. 1307366.938456 End North: 162858.369789 East: 1307367.454382 Line Course: N 88-49-03 W Length: 2.67 North: 162858.424890 East: 1307364.784950 Line Course: N 00-53-17 E Length: 85. 73 North: 162944.144593 East: 1307366113669 Line Course: S 87-21-32 E Length: 7.15 North: 162943.815122 East: 1307373.256074 Line Course: N 74-26-57 E Length: 21.57 North: 162949.597893 East: 1307394.036460 Line Course: N 42-18-49 E Length: 10.83 North: 162957.606366 East: 1307401.327089 Perimeter: 266.43 Area: 3,237 SQ. FT 0.074 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.000764 Course: S 61-40-44 W Error North: -0.0003625 East: -0.0006726 Precision 1: 348,730.37 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Lot 08 North 162965 554175 East: 1307436.455144 Line Course: S 00-53-17 W Length: 97.93 North: 162867.635938 East: 1307434 937339 Curve Length: 18.55 Radius: 25.00 Delta: 42-30-50 Tangent: 9.73 Chord: 18.13 Course: S 71-04-54 W Course In: N 40-10-31 W Course Out: S 02-20-19 W RP North: 162886.737799 East: 1307418.809137 End North: 162861.758621 East: 1307417.789009 Curve Length: 15.32 Radius: 42.00 Delta 20-53-59 Tangent: 7.75 Chord: 15.24 Course: S 81-53-20 W Course In: S 02-20-19 W Course Out: N 18-33-40 W RP North 162819.793602 East: 1307416 075194 End North: 162859.608959 East: 1307402.705924 Line Course: N 18-33-40 W Length: 8.70 North: 162867.856425 East: 1307399.936575 Line Course: N 0().53-17 E Length: 89.76 North: 162957.605644 East: 1307401.327754 Line Course: N 42-18-49 E Length: 9.36 North: 162964.527094 East: 1307407.628795 Line Course: S 83-58-33 E Length: 20.95 North: 162962.328435 East: 1307428.463104 Line Course: N 68-01-42 E Length: 8.61 North: 162965549850 East: 1307436.447751 Perimeter: 269.19 Area: 3.522 SQ. FT. 0.081 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.008565 Course: S 59-40-16 W Error North: -0 0043251 East : -0.0073930 Precision 1: 31,427.90 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name Lot 09 North: 162973.794782 East: 1307476.587670 Line Course: S 00-53-17 W Length: 83.85 North: 162889.954853 East: 1307475.288090 Line Course: S 89-10-53 W Length: 21.65 North: 162889.645540 East: 1307453.640299 Line Course: S 39-34-22 W Length: 24.43 North: 162870.814505 East: 1307438.076977 Curve Length: 4.47 Radius: 25.00 Delta: 10-15-07 Tangent: 2.24 Chord: 4.47 Course: S 44-41-55 W Course In: N 50-25-38 W Course Out: S 40-10-31 E RP North: 162886.740951 East: 1307418.806576 End North: 162867.639089 East: 1307434.934778 Line Course: N 00-53-17 E Length: 97.93 North: 162965.557327 East: 1307436.452583 Line Course: N 68-01-42 E Length: 5.82 North: 162967.734868 East: 1307441.849870 Line Course S 89-10-30 E Length: 16.98 North: 162967.490382 East: 1307458.828110 Line Course N 70-26-50 E Length: 18.85 North: 162973.799006 East: 1307476.591098 Perimeter 273.97 Area: 3,371 SQ. FT 0.077 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure. 0 005441 Course: N 39-03-20 E Error North: 0.0042250 East: 0.0034281 Precision 1: 50,354.71 Parcel name: Lot 1 O North: 162979.443712 East: 1307511.679428 Line Course: S 00-53-17 W Length: 89.00 North: 162890.454402 East: 1307510.300028 Line Course: S 89-10-53 W Length: 35.02 North: 162889.954073 East: 1307475.283602 Line Course: N 00-53-17 E Length: 83.85 North: 162973.794001 East: 1307476.583183 Line Course: N 70-26-50 E Length: 20.82 North: 162980.761935 East: 1307496.202568 Line Course: S 85-07-54 E Length 15.53 North: 162979.443962 East: 1307511.676542 Perimeter: 244 21 Area: 3,092 SQ. FT 0.071 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.002897 Course N 85-02-48 W Error North: 0.0002501 East· -0.0028860 Precision 1: 84,301.00 Parcel name: Lot 11 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. North: 162974.986421 East: 1307549.421955 Line Course: S 15-24-08 E Length: 86.76 North: 162891.342397 East: 1307572.464848 Line Course: S 89-10-53 W Length: 62.17 North: 162890.454176 East: 1307510.301194 Line Course: N 00-53-17 E length: 89.00 North: 162979.443486 East: 1307511.680593 Line Course: S 85-07-54 E Length: 34.38 North: 162976.525784 East: 1307545 936562 Line Course: S 66-09-35 E Length: 3.81 North: 162974.985827 East: 1307549421477 Perimeter: 276.12 Area 4,314 SQ. FT 0.099 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.000763 Course: S 38-50-19 W Error North: -0.0005941 East: -0.0004784 Precision 1: 361,887.29 Parcel name: Lot 12 North: 162891.343166 East: 1307572.464663 Line Course: S 15-24-08 E Length: 94.37 North: 162800.362455 East: 1307597.528722 Line Course: S 24-04-22 W Length: 16.65 North: 162785.160537 East: 1307590.737242 Line Course: S 08-20-34 W Length: 9.68 North: 162775.582973 East: 1307589.332723 Line Course: S 89-10-53 W Length: 49.73 North: 162774.872482 East: 1307539.607799 Line Course: N 00-49-07 W length: 116.00 North: 162890.860643 East: 1307537.950510 Line Course: N 89-10-53 E Length: 34.51 North: 162891.353686 East: 1307572.456987 Perimeter: 320.95 Area 5,548 SQ. FT 0.127 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.013023 Course: N 36-06-48 W Error North: 0.0105204 East: -0.0076753 Precision 1: 24.644.09 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Lot 13 North: 162864.852671 East: 1307538.325729 Line Course: S 00-49-07 E Length: 45.00 North 162819 857264 East . 1307538 968643 Line Course: S 89-1(}-53 W Length: 80.92 North: 162818.701162 East: 1307458.056902 Curve Length: 11.35 Radius: 42 00 Delta: 15-29-20 Tangent: 5.71 Chord: 11.32 Course: N 06-15-04 W Course In N 88-30-24 W Course Out: N 76-00-16 E RP North: 162819 795708 East: 1307416.071166 End North 162829.953267 East: 1307456.824375 Curve Length: 29.86 Radius: 25.00 Delta: 68-25-27 Tangent: 17.00 Chord 28.11 Course: N 20-12-59 E Course In: N 76-00-16 E Course Out: N 35-34-17 W RP North: 162835.999433 East: 1307481.082237 End North 162856.334216 East: 1307466.539315 Curve Length: 25.48 Radius: 42.00 Delta: 34-45-10 Tangent: 13.14 Chord: 25.09 Course: N 71-48-18 E Course In: S 35-34-17 E Course Out: N 00-49-07 W RP North: 162822171780 East: 1307490.971424 End North: 162864.167493 East: 1307490.371371 Line Course: N 89-1(}-53 E Length: 47.96 North 162864.852696 East: 1307538.326476 Perimeter: 240.56 Area: 3.498 SQ. FT 0.080 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.000748 Course: N 88-03-23 E Error North: O 0000254 East: 0.0007472 Precision 1: 321,617.65 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Lot 14 North: 162819.857265 East: 1307538.968707 Line Course: S 00-49-07 E Length: 45.00 North: 162774.861858 East: 1307539.611621 Line Course S 89-10-53 W Length: 124.32 North: 162773.085701 East: 1307415304309 Cun,e Length: 12.63 Radius: 25.00 Delta: 28-56-38 Tangent: 6.45 Chord: 12.50 Course: N 61-28-05 E Course In: S 43-00-14 E Course Out: N 14-03-36 W RP North: 162754.803016 East: 1307432.355509 End North: 162779.054062 East: 1307426.282063 Curve Length: 54.57 Radius: 42.00 Delta: 7 4-26-48 Tangent: 31.91 Chord: 50.81 Course: N 38-43-00 E Course In: N 14-03-36 W Course Out: S 88-30-24 E RP North: 162819.795820 East. 1307416.078673 End North: 162818.701273 East: 1307458064408 Line Course: N 89-10-53 E Length: 80.92 North: 162819.857375 East: 1307538.976149 Perimeter: 317.44 Area: 4,205 SQ. FT 0.097 ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.007443 Course: N 89-08-53 E Error North: 0.0001107 East: 0.0074424 Precision 1: 42,649.47 Parcel name: Lot 15 North 162764.115587 East: 1307487.459278 Line Course S 00-38-18 W Length: 52.24 North: 162711.878829 East· 1307486 877283 Line Course: N 88-51-06 W Length: 80.00 North: 162713.482097 East: 1307406.893350 Line Course: N 00-38-18 E Length: 41.60 North: 162755.079516 East: 1307407.356807 Curve Length: 8.06 Radius: 25.00 Delta: 18-28-45 Tangent: 4.07 Chord: 8.03 Course: N 09-52-41 E Course In: S 89-21-42 E Course Out: N 70-52-57 W RP North 162754.800996 East. 1307432.355256 End North 162762.988658 East: 1307408.734032 Line Course: N 89-10-53 E Length: 78.74 North: 162764.113615 East: 1307487.465996 Perimeter: 260.64 Area: 4,066 SO. FT 0.093 ACRES Mapcheck Closure -(Uses listed courses, radii. and deltas) Error Closure: 0.007001 Course: S 73-38-24 E Error North: -0.0019721 East: 0.0067179 Precision 1: 37,228.97 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name Lot 16 North: 162711.879900 East: 1307486.877217 Line Course: S 00-38-18 W Length: 45.00 North: 162666.882693 East: 1307486.375882 Line Course: N 88-51-06 W Length: 55.22 North: 162667.989349 East: 1307431.166972 Curve Length: 39.05 Radius: 25.00 Delta: 89-29-25 Tangent: 24. 78 Chord: 35.20 Course: N 44-06-23 W Course In: N 01-08-54 E Course Out: N 89-21-41 W RP North: 162692.984328 East: 1307431.667993 End North: 162693.262969 East: 1307406.669546 Line Course: N 00-38-18 E Length: 20.22 North: 162713.481714 East: 1307406.894813 Line Course S 88-51-06 E Length: 80.00 North: 162711.878445 East: 1307486.878746 Perimeter: 239 50 Area: 3,469 SQ. FT 0.080 ACRES Mapcheck Closure. (Uses listed courses, radii, and deltas) Error Closure: 0.002110 Course: S 46-25-26 E Error North: -0.0014546 East: 0.0015288 Precision 1.113,502.37 KENNETH R. ANDERSON AND ASSOCIA.TES, INC., P.S. Parcel name: Right-Of-Way North: 162755.081206 East: 1307407.353642 Line Course S 00-38-18 W Length: 61.82 North: 162693.265042 East: 1307406.664918 Curve Length: 39.05 Radius: 25.00 Delta: 89-29-25 Tangent: 24.78 Chord: 35.20 Course S 44-06-24 E Course In: S 89-21-42 E Course Out: S 01-08-53 W RP North: 162692.986523 East: 1307431663367 End North: 162667.991541 East: 1307431 162466 Line Course N 88-51-06 W Length: 84.00 North: 162669.674973 East: 1307347.179337 Curve Length: 3949 Radius: 25.00 Delta: 90-30-36 Tangent: 25.22 Chord: 35.51 Course: N 45-53-36 E Course In: N 01-08-54 E Course Out: S 89-21-42 E RP North: 162694.669952 East. 1307347.680358 End North: 162694.391432 East: 1307372.678807 Line Course: N 00-38-18 E Length: 125.88 North: 162820.263620 East: 1307374 081209 Curve Length: 187.15 Radius: 42.00 Delta: 255-1 S-07 Tangent: 5444 Chord: 66.51 Course: S 51-42-39 E Course In: S 89-21-42 E Course Out: S 14-03-35 E RP North: 162819.795707 East: 1307416.078603 End North: 162779.053900 East: 1307426.281795 Curve Length: 32.86 Radius: 25.00 Delta: 75-18-08 Tangent: 19.29 Chord 30.54 Course: S 38-17-21 W Course In S 14-03-35 E Course Out: N 89-21-43 W RP North: 162754.802824 East: 1307432.355124 End North: 162755.081223 East. 1307407.356674 Perimeter: 570.25 Area: 10,000 SQ. FT 0.230ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.003032 Course: N 89-41-02 E Error North: 0.0000167 East: 0.0030322 Precision 1: 188,077.18 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Tract "A" North: 163243.891190 East: 1307734.655164 Line Course: S 15-24-08 E Length: 456.98 North: 162803.323579 East: 1307856.026086 Line Course: S 42-05-04 W Length: 37.01 North: 162775.856318 East: 1307831.221054 Line Course: S 52-30-48 W Length: 85.50 North: 162723.823002 East: 1307763.377233 Line Course: N 88-05-55 W Length: 63.54 North: 162725.931222 East: 1307699 872217 Line Course: S 40-52-54 W Length: 12.09 North: 162716.790421 East: 1307691.959325 Line Course: S 17-54-18 E Length: 21.89 North: 162695.960606 East: 1307698.689179 Curve Length: 33.99 Radius: 50.00 Delta 38-56-40 Tangent: 17.68 Chord: 33.33 Course: S 01-34-02 W Course In: S 72-05-42 W Course Out: S 68-57-38 E RP North 162680.588624 East: 1307651.110800 End North: 162662.638095 East: 1307697.777475 Line Course: N 88-51-06 W Length: 115.02 North: 162664 943194 East: 1307582.780575 Line Course: N 15-44-46 W Length: 51.14 North: 162714.164097 East: 1307568.902451 Line Course: N 03-10-07 E Length: 20.75 North: 162734.882374 East: 1307570.049397 Line Course: N 34-45-09 E Length: 33.55 North: 162762.447795 East: 1307589.173992 Line Course: N 04-48-17 W Length: 7.73 North: 162770.150631 East 1307588.526527 Line Course: N 08-20-34 E Length: 15.15 North: 162785.140310 East: 1307590.724716 Line Course: N 24-04-22 E Length: 16.65 North: 162800.342227 East: 1307597.516196 Line Course: N 15-24-08 W Length: 181.13 North: 162974.966962 East: 1307549.409243 Line Course: N 66-09-35 W Length: 3.81 North: 162976.506920 East. 1307545.924329 Line Course: N 85-07-54 W Length: 49.91 North: 162980.742594 East: 1307496.194386 Line Course: S 70-26-50 W Length: 39.67 North: 162967.466036 East: 1307458.812012 Line Course: N 89-10-30 W Length: 16.98 North 162967.710522 East. 1307441.833772 Line Course: S 68-01-42 W Length: 14.43 North: 162962.311565 East: 1307428.451838 Line Course: N 83-58-33 W Length: 20.95 North: 162964.510225 East: 1307407.617530 Line Course: S 42-18-49 W Length: 20.19 North 162949.580301 East: 1307394.025860 Line Course: S 74-26-57 W Length: 21.57 North: 162943.797531 East. 1307373.245473 Line Course: N 87-21-32 W Length: 28.18 North: 162945.096058 East : 1307345.095407 Line Course: N 72-28-59 W Length: 51.50 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. North 162960.596932 East : 1307295.983566 Line Course: N 00-45-22 E Length: 142.03 North: 163102.614565 East: 1307297 857829 Line Course: S 88-51-11 E Length: 217.63 North: 163098.258348 East: 1307515.444226 Line Course: N 15-24-08 W Length: 156.45 North: 163249.089462 East: 1307473.892122 Line Course: S 88-51-17 E Length: 260.80 North: 163243.876712 East: 1307734.640021 Perimeter: 2196.22 Area 173.052 SQ. FT 3.973ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.020950 Course: S 46-17-13 W Error North -0.0144775 East: -0.0151429 Precision 1: 104,831.50 Parcel name: Tract "B" North: 162803.322826 East : 1307856.026432 Line Course: S 15-24-08 E Length: 150.04 North 162658.671497 East: 1307895.876082 Line Course: N 88-51-06 W Length: 198.13 North: 162662.642191 East: 1307697.785874 Curve Length: 33.99 Radius: 50.00 Delta: 38-56-40 Tangent: 17.68 Chord: 33.33 Course: N 01-34-02 E Course In: N 68-57-38 W Course Out: N 72-05-42 E RP North: 162680.592720 East 1307651.119200 End North: 162695.964703 East: 1307698.697579 Line Course: N 17-54-18 W Length: 21. 89 North: 162716.794517 East: 1307691.967724 Line Course: N 40-52-54 E Length: 12.09 North: 162725.935318 East: 1307699.880616 Line Course: S 88-05-55 E Length: 63.54 North: 162723.827099 East: 1307763.385632 Line Course: N 52-30-48 E Length: 85.50 North: 162775.860414 East: 1307831.229453 Line Course: N 42-05-04 E Length 37.01 North: 162803.327676 East: 1307856.034486 Perimeter: 60218 Area: 16,255 SQ. FT 0.373ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.009402 Course: N 58-56-38 E Error North: 0.0048501 East: 0.0080541 Precision 1: 64,049.14 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Tract "C" North: 162775.572355 East: 1307589.332020 Line Course S 08-20-34 W Length: 5.47 North: 162770.160240 East: 1307588.538351 Line Course: S 04-48-17 E Length: 7.73 North: 162762.457404 East: 1307589.185815 Line Course: S 34-45~09 W Length: 33.55 North: 162734.891983 East: 1307570 061221 Line Course: S 03-10-07 W Length: 20.75 North: 162714.173706 East· 1307568914275 Line Course S 15-44-46 E Length: 51.14 North 162664.952803 East: 1307582.792399 Line Course: N 88-51-06 W Length: 96.43 North 162666.885343 East: 1307486.381766 Line Course: N 00-38-18 E Length: 97.24 North: 162764.119308 East: 1307487.465096 Line Course: S 89-10-53 W Length: 78.74 North: 162762.994352 East. 1307408.733132 Curve Length: 12.16 Radius: 25.00 Delta: 27-52-42 Tangent: 6.21 Chord: 12 04 Course N 33-03-25 E Course In S 70-52-56 E Course Out: N 43-00-14 W RP North: 162754.806575 East: 1307432.354316 End North: 162773.089260 East. 1307415.303116 Line Course: N 89-10-53 E Length: 174 05 North: 162775.575908 East: 1307589.335352 Perimeter: 577.27 Area: 10,569 SQ FT 0.243ACRES Mapcheck Closure -(Uses listed courses, radii. and deltas) Error Closure: 0.004870 Course: N 43-09-39 E Error North: 0.0035526 East: 0.0033315 Precision 1118,533.88 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Tract "D" North: 162850.178400 East: 1307387.077223 Curve Length: 20.19 Radius: 42.00 Delta 27-32-54 Tangent: 10.30 Chord: 20.00 Course: S 32-33-42 W Course In: S 43-39-51 E Course Out: N 71-12-45 W RP North: 162819.795638 East: 1307416.075289 End North: 162833.322123 East: 1307376313068 Line Course: N 57-26-18 W Length: 2.31 North: 162834.565381 East: 1307374.366171 Curve Length: 13.69 Radius: 25.00 Delta: 31-22-45 Tangent: 7.02 Chord: 13.52 Course: N 73-07-40 W Course In: S 32-33-42 W Course Out: N 01-10-57 E RP North: 162813.495064 East: 1307360.910995 End North: 162838.489740 East: 1307361.426921 Line Course: N 88-49-03 W Length: 31.95 North: 162839.149094 East: 1307329.483725 Line Course: N 00-53-17 E Length: 20.00 North: 162859.146691 East: 1307329.793703 Line Course: S 88-49-03 E Length: 37.67 North: 162858.369294 East: 1307367.455680 Curve Length: 13.69 Radius: 25.00 Delta: 31-22-45 Tangent: 7.02 Chord: 13.52 Course: S 73-07-40 E Course In: S 01-10-57 W Course Out: N 32-33-42 E RP North: 162833.374618 East. 1307366.939754 End North: 162854.444935 East: 1307380.394930 Line Course: S 57-26-18 E Length: 7.93 North: 162850.176953 East: 1307387.078434 Perimeter 147.44 Area 1,063 SQ. FT 0.024ACRES Mapcheck Closure -(Uses listed courses, radii. and deltas) Error Closure: 0.001887 Course· S 39-55-42 E Error North: -0.0014467 East: 0.0012109 Precision 1. 78,129.31 KENNETH R. ANDERSON AND ASSOCIATES, INC., P.S. Parcel name: Tract "E" North: 162890.850017 East: 1307537 954230 Line Course: S 00-49-07 E Length: 26.00 North: 162864.852670 East: 1307538.325692 Line Course: S 89-10-53 W Length: 47.96 North 162864.167467 East: 1307490.370587 Curve Length: 25.48 Radius: 42 00 Delta: 34-45-10 Tangent: 13.14 Chord: 25.09 Course: S 71-48-18 W Course In: S 00-49-07 E Course Out: N 35-34-17 W RP North: 162822.171754 East: 1307490.970639 End North: 162856.334190 East: 1307466.538531 Curve Length: 29.86 Radius: 25.00 Delta: 68-25-27 Tangent: 17.00 Chord: 2811 Course: S 20-12-59 W Course In: S 35-34-17 E Course Out S 76-00-16 W RP North: 162835.999407 East: 1307481.081453 End North 162829.953241 East: 1307456.823590 Curve Length: 54 00 Radius 42.00 Delta: 73-39-57 Tangent: 3146 Chord 50.36 Course: N 50-49-42 W Course In: S 76-00-16 W Course Out: N 02-20-19 E RP North: 162819.795683 East· 1307416.070382 End North: 162861.760702 East: 1307417.784197 Curve Length: 23 02 Radius 25.00 Delta: 52-45-57 Tangent: 12.40 Chord: 22.22 Course: N 65-57-21 E Course In: N 02-20-19 E Course Out: S 50-25-38 E RP North: 162886.739880 East: 1307418.804326 End North: 162870.813434 East: 1307438.074726 Line Course: N 39-34-22 E Length: 24.43 North: 162889.644469 East: 1307453.638049 Line Course: N 89-10-53 E Length 84.32 North: 162890.849147 East: 1307537.949443 Perimeter: 315.06 Area: 3,052 SQ. FT 0070ACRES Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.004866 Course: S 79-42-01 W Error North: -0.0008700 East: -0.0047876 Precision 1· 64,749.28 S:lpro1ects\2005 Projects\05-077 Davis-SANDHU\lots\05-077 Plat Lot Cales doc i (lloavis&Kurtl~ November 28, 2007 Sandhu Final Plat Submittal, DDES Activity # L06SR020 Project# L03P0027 Statement Of Fact On How Each Condition Was Met: Each condition in the Hearing Examiner's report has been met (submittal under separate cover). 1201 Monster Rd. SW #320 • Renton, WA 98057 Office: (425) 228-5959 • Fax: (425) 226-9227 L-07 FR05q www.davis-kurth.com loavis&Kurth November 28, 2007 Sandhu Final Plat Submittal, ODES Activity # L06SR020 Project# L03P0027 Statement Of Fact On How Each Condition Was Met: 1. Compliance with all platting provisions of Title 19A of the King County Code. Comment noted, see Final Plat Plans 2. All persons having an ownership interest in the subject property shall sign on the face of the final plat dedication which includes the language set forth in King County Council Motion No. 5952. Comment noted. 3. The plat shall comply with the density requirements of the R-6-SO zone classification. All lots shall meet the minimum dimensional requirements of the R-6-SO zone classification or shall be as shown on the face of the approved preliminary plat, whichever is larger except that minor revisions to the plat which do not result in substantial changes may be approved at the discretion of the Department of Development and Environmental Services. Comment noted; see Final Plat Plans 4. All construction and upgrading of public and private roads shall be done in accordance with the King County 1201 Monster Rd. SW #320 • Renton, WA 98057 Office: (425) 228-5959 • Fax: (425) 226-9227 www.davis~kurth.com Ooavis&Kurth Road Standards established and adopted by Ordinance No. 11187, as amended (1993 KCRS). Comment noted 5. The applicant shall obtain documentation by the King County Fire Protection Engineer certifying compliance with the fire flow standards of Chapter 17.08 of the King County Code. Comment noted. 6. Final plat approval shall require full compliance with the drainage provisions set forth in King County Code 9.04. Compliance may result in reducing the number and/or location of lots as shown on the preliminary approved plat. Preliminary review has identified the following conditions of approval which represent portions of the drainage requirements. All other applicable requirements in KCC 9.04 and the Surface Water Design Manual (SWDM) must also be satisfied during engineering and final review. a. Drainage plans and analysis shall comply with the 1998 King County Surface Water Design Manual and applicable updates adopted by King County. DOES approval of the drainage and roadway plans is required prior to construction. Comment noted. b. Current standard plan notes and ESC notes, as established by DOES Engineering Review shall be shown on the Engineering plans. Comment noted; 1201 Monster Rd. SW #320 •Renton.WA 98057 Office: [425) 228-5959 • Fax: [425) 226-9227 www.davis-kurth.com mJloavis&Kurth see attached approved Engineering plans dated 9.05.07. c. The following note shall be shown on the final recorded plat: "All building downspouts, footing drains, ands drains from all impervious surfaces such as patios and driveways shall be connected to the permanent storm drain outlet as shown on the approved construction drawings# on file with DOES and /or King County Department of Transportation. This plan shall be submitted with the application of any building permit. All connections of the drains must be constructed and approved prior to the final building inspection approval. For those lots that are designated for individual lot infiltration systems, the systems shall be constructed at the time of the building permit and shall comply with plans on file." Comment noted; see Final Plat Plans. d. The drainage evaluation for this project has identified a downstream capacity problem along a stream corridor which contributes to localized flooding problems approximately 500 feet downstream from the plat. To mitigate potential 1201 Monster Rd. SW #320 • Renton. WA 98057 Office: (425) 228-5959 • Fax: (425) 226-9227 www.davis-kurth.com mJloavis&Kurtl_._ drainage problems, storm water facilities shall be designed using the modified level one criterion as specified in the drainage manual, which detains storm water for the 10-year storm and limits the release of peak flow rates based upon the downstream capacity. The design criteria for the modified level one standard is summarized in the drainage manual on page 1026 and shall be implemented during review of the final engineering plans. Comment noted1 see approved Engineering Plans and TIR. e. Drainage facilities shall also include designs for water quality treatment using standards for the basic protection menu as outlined in the drainage manual. If wet ponds are utilized for water quality treatment, the pond configurations may require modification to a rectangular shape to achieve the 3:1 flow path required by the drainage manual. To accommodate the required detention storage volumes and water quality facilities, the size of the proposed drainage tracts may need to increase. All runoff control facilities shall be located in separate tracts and be dedicated to King County unless portions of the drainage tract are used for recreation space in accordance with KCC 1201 Monster Rd. SW #320 • Renton, WA 98057 Office: (425) 228-5959 • Fax: (425) 226-9227 www.davis-kurth.com loavis&Kurth 21A.14.180. Comments noted; see approved Engineering Plans and TIR. f. Storm water facilities shall be designed to address any proposed on-site bypass of storm water as described on page 1-36 and 3-52 in the drainage manual. Comment noted; see approved Engineering Plans and TIR. g. The proposed drainage facility within Tract Bis located in the Bonneville Transmission Line right- of-way. Prior to engineering plan approval, the applicant shall provide correspondence and/or permits from Bonneville indication approval for locating and construction the drainage facility. Comment noted. h. As required by Special Requirement NO. 2 in the drainage manual, the 100-year floodplain boundaries for the onsite wetlands shall be shown on the final engineering plans and recorded plat. Comment noted; no mapped 100-year floodplain located on site. 1. The final drainage plan shall be reviewed for compliance with the setback requirements from sensitive areas. As specified in KCC 21A.24.200, structures shall be set back a distance of 15 feet from the edge of sensitive area buffers. 1201 Monster Rd. SW #320 • Renton, WA 98057 Office: [425) 228-5959 • Fax: [425) 226-9227 www.davis-kurth.com Ooavis&Kurtli Compliance with the setback design standards may require modifications and/or relocation of the proposed drainage facility with Tracts A and B. The current conceptual drainage plan shows concrete retaining walls within the setback which is not allowed by County code. Comment noted; Concrete retaining wall moved out of 15 foot buffer setback. J. A permit from the Washington State Fisheries Department may be required for roadway improvements along the property frontage which may impact wetlands and/or streams. Any required permits shall be submitted to King County prior to engineering plan approval. Comment noted; approved engineering plans submitted in package. 7. The proposed subdivision shall comply with the 1993 King County Road Standards (KCRS) including the following requirements: a. SE 184th Street shall be improved as an urban neighborhood collector along the plat frontage. The improvements shall include curb, gutter, and sidewalk along the north side of the roadway with the curb located at 16 feet from road centerline. Comment noted; see approved Engineering plans. 1201 Monster Rd. SW #320 • Renton, WA 98057 Office: (425) 228-5959 • Fax: (425) 226-9227 www .davis-kurth.com loavis&Kurtli b. The onsite cul-de-sac shall be improved as an urban minor access street. Comment noted; see approved Engineering plans. c. Due to previous grading work within the site, the applicant shall demonstrate to the satisfaction of King County that the proposed roadways are constructed on suitable soils with subgrade compaction in accordance with County standards. Lot grading shall also be evaluated to assure that building sites are properly prepared for future home construction. Comment noted. d. The proposed road improvements shall address the requirements for road surfacing outlined in KCRS chapter 4. As noted in section 4.0lF, a full width pavement overlay is required where widening existing asphalt. Comment noted; see approved Engineering plans. e. Street trees shall be included in the design of all road improvements, and shall comply with Section 5.03 of the KCRS. Comment noted; see Landscape plan. f. SE 184th Street is designated a neighborhood collector street which may require designs for bus zones and turn outs. As specified in KCRS 2.16, the designer shall contact Metro and the local school 120 I Monster Rd. SW #320 • Renton. WA 98057 Office: (425) 228-5959 • Fax; (425) 226-9227 www.davis-kurth.com Ooavis&Kurtli district to determine any specific requirements. Comment noted. g. Modifications to the above road conditions may be considered by King County pursuant to the variance procedures in KCRS 1.08. Comment noted. 8. SCHOOL WALKWAY: To provide a safe walkway for school-age pedestrians, the Applicant shall improve Southeast 184th Street from the frontage to the school bus 'pick-up' location at the intersection of Southeast 184th/120th Avenue SE. At the intersection of Southeast 184th Street/120th Avenue SE, a widened paved 'pad' shall be provided for those students. This off-frontage improvement shall consist of one of the following: a. A minimum five (5) foot wide paved walkway-separated from the existing roadway pavement edge by a four (4) foot wide gravel shoulder, or b. A full-width eight (8) foot wide paved shoulder delineated by a white edge line stripe, or c. Full urban improvements (i.e. concrete curb, gutter and 5-foot wide concreted sidewalk). 1201 Monster Rd. SW #320 • Renton, WA 98057 Office: (425) 228-5959 • Fax: (425) 226-9227 www.davis-kurth.com ·ffloavis&Kurtl_L The Applicant may choose to share costs of 8. C. above with the developer of the proposed plat of "Gross" (DOES File# LOSPOOOl) and/or, the developer of the proposed plat located at the Northwest corner of the intersection of 124th Avenue SE/Southeast 184th Street (DOES pre-application File# AOSPM102), provided the curb line shall be set at 16-feet North of the right-of- way centerline, the roadway widened with a full roadway pavement section, and the existing roadway pavement overlaid or reconstructed as required by the requirements of KCRS 4.01 (RCW 58.17.110). These off-site improvements will not be required if the school district decides in its future plan to provide bus pick up location at the plat entrance or any other location in the vicinity of the site and transport the elementary school kids to and from school by bus. If the pickup location is not at the plat entrance, then a safe pedestrian walkway from the site to the bus pick up location shall be provided. To implement the above condition, the Applicant shall submit detailed engineering plans for the required walkway and other directly-related roadway work for review and approval by King County DOT and King 120 I Monster Rd. SW #320 • Renton, WA 98057 Office: (425) 228-5959 • Fax: (425) 226-9227 www.davis-kurth.com ffloavis&Kurtl_l_ County ODES. Comment noted; see approved Engineering plans. 9. All utilities within proposed rights-of-way must be included within a franchise approved by the King County Council prior to final plat recording. Comment noted. 10. The applicant or subsequent owner shall comply with King County Code 14.75, Mitigation Payment System (MPS), by paying the required MPS fee and administration fee as determined by the applicable fee ordinance. The applicant has the option to either: (1) pay the MPS fee at final plat recording, or (2) pay the MPS fee at the time of building permit issuance. If the first option is chosen, the fee paid shall be the fee in effect at the time of plat application and a note shall be place on the face of the plat that reads, "All fees required by King County Code 13.75, Mitigation Payment System (MPS), have been paid." If the second option is chosen, the fee paid shall be the amount in effect as of the date of building permit application. Comment noted .... the owner chooses option (2) above, fees to be paid at time of building permit. 1201 Monster Rd. SW #320 • Renton, WA 98057 Office: (425) 228-5959 • Fax: (425) 226-9227 www.davls-kurth.com · mJloavis&Kurtl.1 11. Lots within this subdivision are subject to King County Code 21A.43, which imposes impact fees to fund school system improvements needed to serve new development. As a condition of final approval, fifty percent (50%) of the impact fees are due for the plat shall be assessed and collected immediately prior to recording, using the fee schedules in effect when the plat receives final approval. The balance of the assessed fee shall be allocated evenly to the dwelling units in the plat and shall be collected prior to building permit issuance. Comment noted. 12. The planter islands (if any) within the cul-de-sacs shall be maintained by the abutting lot owners or homeowners association. This shall be stated on the face of the final plat. Comment noted. 13. The proposed subdivision shall comply with the Sensitive Areas Code as outlined in KCC 21A.24. Permanent survey marking and signs as specified in KCC 21A.24.160 shall also be addressed prior to final plat approval. Temporary marking of sensitive areas and their buffers (e.g., with bright orange construction fencing) shall be placed on the site and shall remain in place until all construction activities are completed. Comment noted. 120 I Monster Rd. SW #320 • Renton, WA 98057 Office: (425) 228-5959 • Fax: (425) 226-9227 www.davis-kurth.com · mJloavis&Kurtl ... 14. Preliminary plat review has identified the following specific requirements which apply to this project. All other applicable requirements from KCC 21A.24 shall also be addressed by the applicant. 1.1 Wetlands a. Class 2 wetland(s) shall have a minimum buffer of 50 feet, measured from the wetlands edge. Comment noted. b. The wetland(s) and their respective buffers shall be place in a Sensitive Area Tract (SAT). Comment noted; see approved Engineering plans. c. Buffer averaging may be proposed, pursuant to KCC 21A.24.320,-provided the total amount of the buffer area is not reduced and better resource protection is achieved,-subject to review and approval by a DDES Senior Ecologist. Comment noted. d. A minimum building setback line of 15 feet shall be required from the edge of the tract. Comment noted; see approved Engineering Plans. e. Split-rail fence shall be installed along the wetlands buffers. Comment noted; see approved Engineering Plans. 15. The following note shall be shown on the final Engineering plan and recorded plat: 1201 Monster Rd. SW #320 • Renton, WA 98057 Office: [425) 228-5959 • Fax: [425) 226-9227 www.davls-kurth.com loavis&KurtlL RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS Dedication of a sensitive area tract/sensitive area and buffer conveys to the public a beneficial interest in the land within the tract /sensitive area and buffer. This interest includes the preservation of native vegetation for all purposes that benefit the public health, safety and welfare, including control of surface water and erosion, maintenance of slope stability, and protection of plant and animal habitat. The sensitive area tract/sensitive area and buffer imposes upon all present and future owners and occupiers of the land subject to the tract/sensitive area and buffer obligation, enforceable on behalf of the public by King County, to leave undisturbed all trees and other vegetation within the tract/sensitive area and buffer. The vegetation within the tract/sensitive area and buffer may not be cut, pruned, covered by fill, removed or damage without approval in writing from the King County Department of Development and Environmental Services or its successor agency, unless otherwise provided by law. The common boundary between the tract/sensitive area and buffer and the area of development activity must be marked or otherwise flagged to the satisfaction of King County prior to any clearing, grading, building construction or other development 1201 Monster Rd. SW #320 • Renton, WA 98057 Office: (425) 228-5959 • Fax: (425) 226-9227 www.davis-kurlh.com · moavis&Kurtl_._ activity on a lot subject to the sensitive are attract/sensitive are and buffer. The required marking or flagging shall remain in place until all development proposal activities in the vicinity of the sensitive area are completed. No building foundations are allowed beyond the required 15- foot building setback line, unless otherwise provided by law. Comment noted. 16. Suitable recreation space shall be provided consistent with the requirements of KCC 21A.14.180 and KCC 21A.14.190 (i.e., sport court[s], children's play equipment, picnic table[s], benches, etc.). a. A detailed recreation space plan (i.e. area calculation, dimensions, landscape specifications, equipment specifications, etc.) shall be submitted for review and approval by DDES and King County Parks prior to or concurrent with the submittal of the engineering plan. This plan must not conflict with the Tree Inventory & Mitigation Plan. Comment noted; see Landscape and Recreation Plan. b. A performance bond for recreation space improvements shall be posted prior to recording of plat. Comment noted. 17. A homeowners' association or other workable organization shall be established to the satisfaction of 1201 Monster Rd. SW #320 • Renton. WA 98057 Office: (425) 228-5959 • Fax: (425) 226-9227 www.davis-kurth.com · m:lloavis&Kurtli DOES which provides for the ownership and continued maintenance of the recreation, open space and/or sensitive area tract(s). Comment noted. 18. Street trees shall be provided as follows (per KCRS 5.03 and KCC 21A.16.050): a. Trees shall be planted at a rate of one tree for every 40 feet of frontage along all roads. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. Comment noted; see Landscape plan. b. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 1993 King County Road Standards, unless King County Department of Transportation determines that trees should not be located in the street right-of- way. Comment noted; see Landscape plan. c. If King County determines that the required street trees should not be located within the right-of-way, they shall be located no more than 20 feet from the street right-of-way line. Comment noted; see Landscape plan. d. The trees shall be owned and maintained by the abutting lot owners or the homeowners' association or other workable organization unless the County has adopted a maintenance program. Ownership and 1201 Monster Rd. SW #320 • Renton. WA 98057 Office: (425) 228-5959 • Fox: (425) 226-9227 www.davis-kurth.com · loavis&Kurtl_._ maintenance shall be noted on the face of the final recorded plat. Comment noted; see Landscape plan. e. The species of trees shall be approved by DOES if located within the right-of-way, and shall not include poplar, cottonwood, soft maples, gum, any fruit- bearing trees, or any other tree or shrub whose roots are likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines. Comment noted; see Landscape plan. f. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by ODES prior to engineering plan approval. Comment noted. g. The applicant shall contact Metro Service Planning at 684-1622 to determine if SE 184th Street is on a bus route. If SE 184th Street is a bus route, the street tree plan shall also be reviewed by Metro. Comment noted; SE 184th Street is not on a bus route per Metro. h. The street trees must be installed and inspected, or a performance bond posted prior to recording of the plat. If a performance bond is posted, the street trees must be installed and inspected within one year of recording of the plat. At the time of inspection, if the trees are found to be installed per the approved plan, a maintenance bond must be submitted or the 1201 Monster Rd. SW #320 •Renton.WA 98057 Office: (425) 228-5959 • Fax: (425) 226-9227 www.davis-kurth.com · IJloavis &Kurtl__. ' performance bond replaced with a maintenance bond, and held for one year. After one year, the maintenance bond may be released after DOES has completed a second inspection and determined that the trees have been dept healthy and thriving. Comment noted. 1. A landscape inspection fee shall also be submitted prior to plat recording. The inspection fee is subject to change based on the current County fees. Comment noted. 19. Areas used as regional utility corridors shall be contained in separate tracts and meet the setback requirements of King County Code 21A.12.140-Setbacks from regional utility corridors. Comment noted. 20. Significant Trees, 50-220. This development condition requires the applicant t to retain a percentage of existing significant trees on-site. The applicant is exempt from this requirement per KCC 21A.38.23.B.h., which states: Project sites with 25 percent (25%) or greater of the total gross site area in sensitive areas, sensitive area buffers and other areas to be left undisturbed such as wildlife corridors, shall be exempt from the significant tree retention requirements of this chapter. Comment noted. 1201 Monster Rd. SW #320 •Renton.WA 98057 Office: (425) 228-5959 • Fax: (425) 226-9227 www.davis-kurth.com King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Web date: 0612812007 CERTIFICATION OF APPLICANT STATUS Renton, Washington 98057-5212 206-296-6600 TlY 206-296-7217 For alternate formats, call 206-296-6600. Permit Number: _..:::L0003"-P-"0""02:c.7:..._ _____ _ Activity Number: _..:::L0006"'S"-R,.,,0::2.:.0 ________ _ Permit Name: Sandhu Plat FOR INDIVIDUALS: I, Johnathan Kurth 5/J;v?YtU, ?,¢'.?~ tU--· (print name), hereby certify that I am the/an owner of the property which is the sul:iject of this permit. If I am not the sole owner of the property, I certify that I am authorized to represent all other owners of the property. My mailing address is: 1201 Monster RD. SW ste. 320 Renton, WA 98057 * 11.28.07 Date Signed ' -OR- F~~ORATIONS/BUSINESS ASSOCIATIONS: I, Jonathan M. Harkovich (print name), hereby certify that I am an authorized agent of Davis & Kurth , a corporation or other business association authorized to do business in the State of Washington, which is the sole owner of the property that is the subject of this permit. If this corporation or business association is not the sole owner of the property, I certify that this corporation/business association is authorized to represent all other owners of the property. The mailing address of this corporation/business association is: 1201 Monster RD. SW ste. 320 Renton, WA 98057 I further certify that the above named corporation/business association is the "Applicant" for this permit and as such is financially responsible for all fees and will receive any refunds paid. This corporation/business association shall remain the "Applicant" for the duration of this permit unless it transfers its applicant status in writin on the form provided by ODES • ( ~oat~ phcant'sAgent 11.28.07 ~~g~d {Di * B 1gning as the Applicant or the Applicant's Agent, I certify under penalty of pequry ttn~r ~lilwi 8f i1'1State of Washington that the information provided above is true and correct. KC D.D E .. S CertApplicantStatusFORM lc-cer-apstat.pdf 06128/2007 Page 1 of2 ' -® King County Drop-Off Cover 8_h1eet Department of Development and Environmental Services Land Use Services Division for LUSD ONLY 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-.6600 TTY 206-296-7217 For alternate formats, call 206-296-6600_ Drop-Off Cover Sheet for Land Use Services Division *It:*********************+-**** IMPORT A NT ***11 ********************"'** PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS ProJect No.: ----------~-------- Project N~e -;an.,dJ,J 1 ,'5,Jd ,VJS,b ~'1 _ FROM ~'i'2._ f fi-__1 ~~l.,,l\.-'\~.µ,\tLC., Kl,,<rlt1/J ComP.any Name I Contact Person Telephone No L-j"2_,S•c_2~ ,r;;qt;;CJ.__,_' __ TO =1;J &crev: Date Received by LUSD K.C. D.D.E.S. ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print)' Short Plat I Plats Please specify item(s) dropped-off" Lot Line Adjustment Permit Please specify item(s) dropped-off Right of Way Permit Please specify item(s) dropped-off" ---. -------------- Clearing I Grading Permit -Additional information requested. Please specify item(s) dropped-off PLEASE NOTE: All drop-otf item(s) will be logged into the computer under the pro1ect number, therefore, it is important that the top portion of this form is completed properly before you drop-off anything. Assistance in finding a project number can be provided by speaking to a Zoning/Land Use Technician. Your cooperation is important. Thank you Check out the ODES Web site at www.metrokc.gov!ddes Drop-OH Cover Sheet-l.USD Only lg-cvs-dropoff pdf 11-03-2004 Page 1 of 1 Bonneville Power Administration 28401 Covington Way SE Kent, WA 98042 January 19, 2007 In reply refer to: TRACT No. C-SE-7-A-649 CASE No. 20060520 LINE: Covington-Maple Valley No. I, btwn towers 7/4 & 7/5 (Oper. As Cov- Duwamish); Cov-Seattle Line (oper. As Cov-Creston) btwn towers 7/1 & 7/3 Sandhu Property, LLC. 27013 Pacific Hwy S., #353 Des Moines WA 98198 NON-TRANSFERABLE LAND USE AGREEMENT (This document will be recorded) Bonneville Power Administration (BPA) hereby agrees to your use of BP A's easement area for construction/installation, use, and maintenance of water mains and related activities as set forth in detailed engineering plans sheet I through 5 which are hereby referred to as Exhibits B through F (Please note that Exhibits B through F are not part of recorded document) and G. The location of your use is partially within the SE Y. NW Y. of Section 33, Township 23 North, Range 5 East, Willamette Meridian, King County, State of Washington, as shown on the attached segment of BP A Drawing No. 123807, marked as Exhibit A. You shall not make any changes or additions to your use of the right-of-way without BPA's review and written approval. Any other uses and utilities on the right-of-way must be applied for separately. Please note that BPA is not the owner of this property. If you are not the owner, you must obtain the owner(s) permission to use this property. There may also be other uses of the property that might be located within the same area as your project. This agreement is subject to those other rights. This agreement is entered into with the express understanding that it is not assignable or transferable to other parties without the prior written consent of BP A. It is understood that the ownership of detention ponds, once constructed, will be transferred to King County. The following items are advisory in nature, but should be given due consideration. Nuisance shocks may occur within the right-of-way. Grounding metal objects helps to reduce the level of shock. It is suggested that road building/construction equipment be grounded with a drag chain. BPA seeks your help maintaining the integrity of the electrical transmission system. Please report any Vandalism or Theft to the BPA Crime Witness program at 1-800-437- 2744. Cash rewards of up to $25,000 will be paid should information lead to the arrest and conviction of persons committing a crime. BPA shall not be liable for damage to your property, facilities, or injury to persons that might occur during maintenance, reconstruction, or future construction of BP A facilities as a result of your facilities being within the right-of-way. BY ACCEPTING THIS LAND USE AGREEMENT YOU ARE AGREEING TO THE FOLLOWING CONDITIONS. : 1. Maintain a minimum distance of at least 20 feet between all construction equipment and the transmission line. 2. No storage of flammable materials or refueling of vehicles or equipment within the easement area. 3. Maintain a minimum distance of at least 50 feet between your facilities and the point where the transmission line steel lattice structure/guy anchor/steel pole enters the earth. Specifications and installation plans for these protective structures must be submitted to and approved by BPA prior to construction. PLEASE NOTE: Detention Tract "B" is to be constructed so that it is within approximately 30 feet of the tower 7/5 of the Covington-Duwamish No. I line. This is acceptable as proposed and shown on attached Exhibit "G". 4. Design and build any roads within the easement right of way and bury all utilities within the easement right to withstand HS-20 loading from BP A's heavy vehicles. 5. All underground cables must be placed in conduit. 6. No interference or obstruction of access to transmission line structures by BP A's maintenance crews will be allowed. 7. BP A has identified counterpoise (grounding wire) located in the vicinity of your proposed project. In order to maintain the functionality of the system, every effort needs to be made to ensure that this is not broken or damaged. Should counterpoise 2 Case No.20060520 Tract No. C-SE-7-A-649 be dug up, exposed, or broken during your construction activities, you need to contact our office immediately so that arrangements can be made to have it repaired. 8. Bury and maintain the cable to a depth of 42 inches to comply with applicable NESC, national, state, and/or local standards. 9. Mark the location of the underground cables with permanent signs, and maintain such signs, where they enter and leave BPA's right-of-way, and at any angle points within the right-of-way. BPA will not be responsible for damage to facilities not visibly marked. 10. The grade changes required to construct the detention pond are acceptable. Any additional grade changes are unacceptable and grade changes to facilitate disposal of overburden shall not be allowed. You agree to assume risk of loss, damage, or injury which may result from your use of the easement area, except for such loss, damage, or injury for which BPA may be responsible under the provisions of the Federal Tort Claims Act, 62 Stat. 982, as amended. It is understood that any damage to BPA's property caused by or resulting from your use of the easement area may be repaired by BPA, and the actual cost of such repair shaJI be charged against and be paid by you. The subject use of this easement area has been determined not to be a hazard to, or an interference with, BP A's present use of this easement for electric transmission line purposes. Accordingly, there is no present objection to such use. However, if such nse should, at any time, become a hazard to the presently installed electrical facilities of BP A, or any facilities added or constructed in the future, or if such use should interfere with the inspection, maintenance, or repair of the same, or with the access along such easement, you will be required to stop your use or remove such hazard or interference from the right-of-way at no expense to BPA. This Land Use Agreement becomes effective upon the signature of both Parties. If you have any questions or concerns, please notify us. You may direct any communication to this office at Bonneville Power Administration 28401 Covington Way SE, Kent, WA 98042, or by telephoning Paul B. Woolson, at 253-631-9154. 3 Case No.20060520 Tract No. C-SE-7-A-649 This Agreement is a permit, revocable at will by the U.S., and does not convey any easement, estate, or interest in the land. A copy of this permit shall be physically located at the project during construction activities. I AGREE TO THE TERMS OF THIS AGREEMENT Sandhu Property, LLC, a Washington Limited · · · y Corporation 0 T~AGREE BY AUTHORIZED I \ ;··~ Paul B. Woolson Bonneville Power Administration Realty Specialist CC: Roth Hill Engineering Partners, Inc. 2600 116'h Ave. NE, #100 Bellevue, WA 98004 Soos Creek Water and Sewer District P.O. Box 58039 Renton, WA 98058 Offe Engineers 13932 SE 159th Place Renton, WA 98058-7832 Darrell.offe@comcast.net Johnathan Kurth Davis Real Estate Group 1201 Monster Road SW, Suite 320 Renton, WA 98055 Johnathank@davis-kurth.com 4 Case No.20060520 Tract No. C-SE-7-A-649 C • f ~ g f I / " ~ ~ ~ ~ • • ~ ~ ~ ~ , " •• ~ [ ~ " 0 NW, SW, NE & SE 3~-23-5 4?0 I . I I ! ~}t __ ._TP._ E_r~sttff ft~~~~s (T &~~~ ······~· FFriT {b~i/E~S!E .. 1 ... ::::t: :ffITt _:_:'J\: .. ::/1\ ... :::l::.: .. ·l· .... :::~~E_f!2:2?: ::::::c: . ·.§" . =-'vl'ltil ·~~--'-"-"+--'-"--4-'-'-'-"-'4.:.:..:..:..:_:_:_:_:j~.:.:..:..:..:-1------J .. 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I >::::T ::::'::l:~;~:~I • !! 400 '.-IQ/1 '.-\RO '.-1711 I I I · · · · • • / • • • • • • '-• • / • ·· · • · • / • • •J• • • • • • • • 1 • I -I 1 • I • i • •·• • • • • • • • • : Ht\i:r; • • . . . . . . . . . • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :_· :_:_· -'+'-'' :_:_:c..:.j_.:.:..:..:.:_:_j..:_:..::_:_.:.j..:..:.· :_:__:_:-i..:..:_:..:..:_· :..:..:..:..j.:..:.·.· _:_ .:.:.· .:.:.:.(:.:.:..:..:.:..:..:..:..jL_:_.:..:..:.:..:.j..:..:..:.:..:..:..:.:..i.:.:_:_""56)iA6'EX21l!llE:L.:.:.:.:..).c:.:.:..:..:..:..:..:..j._;mLI._j ·····:::: :·: -:: ::: ::::: :::::::::: ·::::::: ·:::::: ::::·:::: ::::.:::: ::::<::: ::::::::: ::::···:: ::: I I I OFF~ TE Rbkb ~lajEMENTI kLA~ 4ND PR FIL~ ----. -. ---------.. --. ----. --GPAR NERS, LLC (F .-J·y; / 0 _/~;\ I ;i~cti~ +?.....L.c -~ r7~'" ~,,;~ t&> 0 " t{OTE: DEVELOPER I CONTRACTOR RESPONSIBLE TO --PROVIDE KING COUNTY GRADING PERMIT FOR THE OFFSITE SEWER MAIN IN THE EASEMENT AREAS PRIOR TO CONSTRUCTION. DETENTIO R \ \ ~ TRACT j(. \ II .\ SEWE:RSER\/1)' ' \ ''I w '1 '\ 111 \ ii. ~ \--~,.. I \ "' \ \ I SITE BENCHMARK: MAGM'ASHER SET@ S. EDGE OF ~ ASPHALT@ E.EDGEOF DRIVE TO HOUSE# 12025. ELEV,.,4J2.06 I DATUM: NAVD 88 J N BURIED UTILITIES IN AREA I CALL BEFORE YOU DIG • 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM 5.0 0 " rHEB.EST AVAllABl.E INFORMATIONJWO e!~~~~.1c::oWJr~. u SCALE 1N FEET ,--, k' .,. G:ll r-_ lrx. HOUSE.._, (-!~2 }\_ (SSM~/ .._ ..._'416.55. I --J ~ ~ OffSITE ESMT. \ ~-,,, \ I \ ' ,00 §'trlt',. . T . NOTE: ALL WORK AND MATERIALS IN SPA --TRANSMISSION LINE ESMT. SUBJECT TO BPA PERMIT & REQUIREMENTS. DEVELOPER RESPONSIBLE TO PROVIDE PERMIT PRIOR TO CONSTRUCTION. NOTE: INSTALL OFFSlTE SS STUBS AT 2% LINE AND GRADE TO THE PROPERn' LINE. ~ ® ·30" ROM:!/ ~~-S.{ll~~ r-_ -- / EX. SHOP l F.F. JBJ.~ / ----J APPROX LOCATIOl,I SURIEO TELE. (0 ~-,,, ~ NOTE: DEVELOPER/ CONTRACTOR RESPONSIBLE --TO VERIFY f COORDINATE OFFSITE S.S. STUB LOCATION AND DEPTH INITH PROPERTY OWNERS AND DISTRICT PRIOR TO CONSTRUCTION. NOTE: All WORK AND MATERIAL IN SE 184TH ST. SUBJECT TO KING COUNTY RIGHT OF WAY CONSTRUCTION PERMIT NOTE: DEVELOPER f CONTRACTOR RESPONSIBLE TO VERIFY LOCATIONS OF EXISTING SEWER MAIN PRIOR TO CONSTRUCTION. NOTE: AT CONNECTION TO EXISTING SEWER MAIN, DEVELOPER/ CONTRACTOR RESPONSIBLE TO COORDINATE REMOVAL, REPLACEMENT AND RESTORATION OF PROPERTY OWNERS IMPROVEMENTS ANO LANDSCAPING SUBJECT TO sews DISTRICT EASEMENT REQUIREMENTS. SEWER GENERAL NOTES: ,=..,Maw,, Al.L WCIRI( SHAU.~ PE~ IN AC:¢OIU)N,ICE WfTH THE SF"ECl'ICA.TIONS OF SOOS CflEEK WATER NitJ SEWER OISTRICT, Al.$0 AEfflU;ED TO t-EREINAFTER AS 'DISTRICT". 2. THI! DEVELOl'ER SHALL FURNISH THE DlstRICT J,, COP'I' Of' Tl-IE COMMEACW.NIDl'ORSUBIJMSION Pl.MS APPROIIED BY THE GOVERHING ...OL'NCY PRIOR TO NrY SEWER MU.I CONSTl'WCTICN • 3. PRIOR TO CONSll'WCTl'IQ Mf'(8EW£R lotAIN&, THE N'PROl'l'M.TI! STREEnl ~ LOTS $HAlL 8£ Cl.EARED, GAADEO, J,NO STAKED 8"f1HE C\EVEI.Ol'f;R AND AU. extSTING UTIUfJE88tW.1. 81! LOCATED BY THE CONnv.cTOR. 4. FOLLOWlltG SEWER w.Ji CONSTRUCTION. AHV l'IEVISIOII OF R~Y OR E>.SalENf GAAOES FIBlUIRNG ml! MA11<5 TO 8E RECONSTRUCTE[• SHALL BE w..DE AT TliE OE\IELOPER-:51 !XPl;NSlo, ~N 8H,1,Lt. CONFOAM TO THE SPECll'ICATIOHS C>l" Ttit DISTRICT. ALL cosn FOR ~ECTINO $UCH RECOH8TftUCmON IIN,t,,LL BE CHo\RGED TO TllE DEVaOPER IN AODffiOO TO THE STNIDMO ct!AAGU, AND SHAU. 8E PAID IIEFORE ACCEPT NICE BYntE DISTRICT • 5. NO SIIJE SEWER CONN~ SHALL BE IAAOE TO TttE ElCISn«J MTEW lllffit. COMPLETION Of' TllE au OF SM.E ~ AU. l!ASEr.ENTS. CllTAIN SIDE SEWll': P&$1:MIT FORM SOOS CREl!K WATER ANO 8E'IWER OIS'TRICT FOR EACH SIDE 9EWEfl COHNECTI()N l'f,IO/I. TO MAKINO CONN!CTIOM, BU Of" IL<oLE ....U NOT BE PROCE8SEO LWTIL F'VGET SOUND EHl;JIG"f 1-fAS INSTALU!t, THEIR VAUj.TS. ~0 HOlE8 »ID LIGHT ST»l(J,l,R[)S, 8 ALL COSTSOFUWER,....... Rl!..!TAAIN!i st!M.l.l&PAIO ..,.TlEOEVEI.OPER. 7. PROPEf!lY COfUleRl!I Slf"U IE PINNED Willi REFERENCE TACK ON CUUIS BY 1llE DEVELOPER l. CONTRo\CTOR SHALL NOTIFY SOOS CP.£EK WA TERA.HD SEWBII DlflRICT "'T (253) 830.eeoo TO SCHEOUI.E "' PRf.CONSTRUCTION MEETliG "'T THE! DISTl'IICT OFFICE'. AFTER THE Mf.COHSTRUCTICJN ~rnNG 1llE CONTll.',CTOR SHM.I. NOTlfYTHE OONSTRllCTIOff REVIEW REPRESENT ATM! FOR 800S CREEK WATERH<IO SEWER DISTRICT "'T LEAST ii HOURS (l'!EGULAA WOR1GNO DJ,,'l'S) BEFORE STAATINO WORK. 9 CON~ stlALL OIITAIN "'ll REQUIRED FINAi. INSP&CllOHS TO MEET PERMIT Rl!Ql/lREMENTS. INSPECTIONS MUST BE 8CHEOULEO ~T I.El.ST 4ll HOURS IN alDVAHCI!. . NOTES ltElATIVE TO CONNECTION TO EXISTING FACILITIES: 1. CONNECTJlm TO E>QSTV,'Q UNtS: SHH.l ~ IMO£ OHLYWITII THE WRITT!M ~Al.OF 9008 CREEi< WATER N«> UW£R DISTRlCT. 4ll HCUM {TWO M!GIAAR WON11NG O...Y$JNNl'HCE.HOTICE K.IST Bl!:~ 2. EXl611MG SEWERS TO Rl:MAtN IN SE:RV1C1S AT lil TlME9. 1 AU WATeR N«>IOA OOkSTRUCTIOH Dl!BRL!I 8IW.I. Bl! Ra.tCIVitl FROM NEW 8EWERSAHD stW.1. NOT BE PEIU,VTll1D TO -R THE EXISTING S'l'SlEM. 4. EXISTING WNHOLE NQ.:.\9-905 SH.o.LL 8E CORI: DRlLLED AKD RE-Cli.'JIIIELEDA8 FIEOJJIREO TO RECEIVE INCOMING R.0W FAOM TllE NEW lWNER LINE. SAVE-OFFICIAL Ff LE SHEET INDEX SH.NO. DESCRIPTION 1 OFFSITE SEWER PLAN AND PROFILE & NOTES 2 SEVIER PLAN AND PROFILE 3 CONSTRUCTION PROVISIONS 4 MATERIALS & SURFACE RESTORATION 5 SEWER DETAILS AUG -2 2'06 ~ I I~ ~ ~ '. ~ { ~ l j " g c ~ ~ u §: n -SO ~ \!! g l i I I I ro :i: .::l ~ ,,_ Q. N ~ C -• -·-I(~) r 0 ~ ;; 0:::: n: !l'.'. I- WU z w I-_Q,- ~ !l'.'. ~ f2 f-W LL ::.::(/)1-0 -X w O w 1-wo::;;::;:5 a:: w <( 0.. u s: :;; ::, a: I C/)WWO 0(1)~~ 0 o1S (/) • (/) Cl) Ei/ASE WJ' D-4 & C ls,;n;r 1 o, I ; • i I • i / " " ! ~ ~ ~ ~ I ~ '• i ~ ~ e ~ • -23-5 0 '(TRl''A"l·,:.: :ch: : . : : : : : : : l: . ::2::::: : : : : :~:: ··I· ·::~:· .ROA ri~}c~,: !'A'.' :-EXISTING :GRADE:· (TYP;) .......,_~ .r:--::· .}.:, el ""1!:·l·· :j; .. :is;:;;~! i:t:~ ~)::: -u :"B~'J. (tvi,:l · ~ -: m ~- ~- ' > : : 59•::: \8" [_ •••• Oj40/ 8': j0040] 8~ I:. 1•·:· [Q~ .. I \_.4 b"Ql"IY ...... ,.' .... ____ r·· ""~' L41944di/,ij 1.:,1~-!0Wi<tl "SE)::: •10,ao(8'S)1 .. 41934j8"SE) 1:-~1%\.t:~fl .s~ 0262 ,Q9~~:_1: : :,ha.:, · B"t,r · :,Ha.:1 · a~v( · 418.00(8 E) G) I ~-- / I I ----, r-I I I I I ..J I r I ----· ..---:;-. . ~,\- "'\ "'\\"' • 'I "' "' "' "' \"' I I @,L------~ '{), -,,,_ (' 0259 • • • "' \"' "' "' "' "' \ "' f!'l-~ "'"'\"'"'"'"'~ -~l_--------1...-=-~ ......... ---->I~-"·-:-""·-:::--~·--:-, \ "' . ~..... \ "' "' "' i "' \~ \ 'V "' "' 'V "' \ "' ,~"' "' "' • • • • • • 0280 ' ' "' "' ~"' \. "' "' ..., "'I ·.W EllAND • ~ • .,,~ • • • ' (\. •..\__:::_ "\· • " + \ \\ I \ I ~:1~~rr-:: \ :·n.:~ \\--\\ -.------""t~"°"" I j \ ___:_~ -----ALL ONalI'y . ~·,. .-~-10 11 33-23-5 X ·iJ ·, •I _, --,\1 .,o-1:?' 7 tiQll; CONSTRUCT SEWER MAIN ON THE PROPERTY LINE. ,--, I I MH 1091~10 :;:rgf-,:t; L -_JEX. HOUSE ro-{ ol I 8( REMOVED - 9 -, O'PERM.fSMT. 51030 ( ' .,, ", ~D "<>"' I ' .' >JI -v Y, _,.. ~ "'"'·~\~ \ . . '\ . WETLAND ~ "' "' "'" \"' : I. . NGPA • J;;;· . .TRACT I \ "' "'OP;-NSP!ct ~ "' / r0·~\ -, I I ~-~ 0301 ~ "'"·' \<O ~ (' 0023 SITEj BENCHMARK· f"" -t:; ;;-ousE-J J 1 12025 I L~~~9=9 _ _J r-, 0040 I EX ~se:--, I 1 12031 I I FS. (CAR.) I \ 0060 'i""' oi I K~"Vi' 0 , 0045 0- <j tj I L_j,LO~~~ I (" "' fl1 \ i \ CI032 ~ (j) "7-\ITTSTt ESMT. C/l ~ 1.2_ I tl' Ul i"' I ,-----, I 0044 l I I fE:·1~~75EI I ' _s('..yv. . t. 0043 r E;-Kou-SE I J , 1203, r ' r--EXH(MJS!'--1 I 1 12047 I I FT (CAR.) 42). 72 I I r ___ _; I \t\; I ~ -z_ I -~ --, . : .0 ~-· "'."lfs_E,120~ --·....: • -1-1 u'): : : ~"' . : f gi -a-:;i~ SE lB{ffH STIR.EET -- Ol'·F· SITE ~OAD 1$SMT: - ·Ax Lots 36&1421.: .PA. qNE E$1,/rq •:: ·:*:· § '.'°:'-:.!" Tt-: lHstJ12033 .. :1: ::-:-: :;.:: :92·-::Jr¥!~~~?: :T:::":tr::1: ~ ~: · ;i : :;:i;_ •doo<a"ie:): NOTE: TYPICAL ALL SIDE SEVVER STUBS. • sews DISTRICT OWNERSHIP TERMINATES AT PROPERTY LINE. • INSTALL TEST TEE AT PROPERTY LINE. • DEVELOPER CONTRACTOR MAY EXTEND BEYOND PROPERTY LINE. (SEE STUB SERVICE CONSTRUCTION DETAIL.) NOTE: EXTEND SIDE SEWER STUBS 10' --BEYOND EDGE OF PAVEMENT I CURB IN PRIVATE ACCESS TRACTS (TYP.) " § ~ N " SCALE IN FEET I DATUM: NAVO 88 I SITE BENCHMARK: MAGN-IASHER SET@S. EDGE OF ASPHALT@ E.EDGE OF DRIVE TO HOUSE "12025. ELEV.2 432.06 BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424•5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE !MFORMA TION ANO NO GUARANTEE IS MACIE AS TO THE EAACT SIZE. TYPE. LOCATION OFI DEPTH. ,., ;~· : ~~-rr~· NOTE; MAINTAIN 10' MIN. WATER I --SEWER SEPARATION (TYP.) UNLESS OTHERWISE SHOWN. NOTE: INSTALL OFFSITE SS STUBS AT 2% LINE AND GRADE TO THE PROPERTY I.JNE NOTE: DEVELOPER/ CONTRACTOR RESPONSIBLE TO VERIFY/ COORDINATE OFFSITE S.S. STUB LOCATION AND DEPTH WITH PROPERTY OWNERS AND DISTRICT PRIOR TO CONSTRUCTION. NOTE: ALL WORK AND MATERIALS IN BPA --TRANSMJSSJON LINE ESMT. SUBJECT TO BPA PERMIT & REQUIREMENTS. DEVELOPER RESPONSIBLE TO PROVIDE PERMIT PRIOR TO CONSTRUCTION. NOTE: ALL WORK AND MATERIAL IN SE 184TH ST. SUBJECT TO KING COUNTY RIGHT OF WAY CONSTRUCTION PERMIT NOTE: DEVELOPER/CONTRACTOR RESPONSIBLE TO REMOVE ANY EXISTING (DOMESTIC USE) WELL AND/OR EXISTING SEPTIC TANK AND ORAIN~ELD FROM SERVICE ACCORDING TO HEAL TH DEPARTMENT REQUIREMENTS. --P1iOP-:--;j: 12·sou :•Qi,I: "j:j:" 2~i:i~~:;~1~;;----. ·:l;J:· •:i:J~;w SAVEmOFFICIAL FILE ~ESTATE FIELD SERVlCES AUG -11006 COVINGTON ~ I I\ ~ ~ ~ n. - 0 I" ~ ~ ~ I° ~ 11, ! u 8 a _J .. g -~ifi_ O <, m "I ~ ! i ; ; ~~~~J: ~ C - ' • I (~)Ii I 0 ~ -0 "' g:: ~ 0:: f-z WO 0 ~-cii sg: z f--~ :') X a. ~ Cl) wo w :J ZI w 0:: <{ 0 0:: w :e z Os O'.'. <( Cl) w w (/) 0 Cl) s: w Ooes (/) Cl) ' 8A:SE" MAP 0-4 SHEET 2 ~ n r-.A<'. < " I ' i " Q ,; § " ~ ~ ~ ! i ~ ! ; e i 0 /! CONSTRUCTION PRO\._ .0NS 1. STANDARD SPECIFICATIONS ALL WORK, MATERIALS ANO TESTING SHALL CONFORM TO THE STANDARDS OF SOOS CREEK WATER & SEWER DISTRICT AND TI-IE ~2000 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSlRUCTION" AS PREPARED JOINTI..Y BY lHf; WASHINGTON STATE DEPARTMENT Of TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, ANO HEREINAFTER REfERR£D TO AS THE ·srA.NDARO Sf;'ECIF1CATIONS." EXCEPT AS HEREIN MODIFIED. 2. TRENCH EXCAVATION, BEDDING AND BACKFIU All WORK WITHIN ll--lE RIGHT-OF-WAY SHALL p()MPLY WITH ALL PffiTINENT PERMITS, THE GOVERNING AGENCYS CURRENT ROAD STANDARDS, AND THE STANDARO SPECIFICATIONS. All MATERIAL FROM CL.EARING ANO GRUBBING SHALL BE HAULED TO AN APPROVED WASTE DISPOSAL SITE PR0\/1DED BY THE CONTRACTOR. WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON A NEAT-LINE BY SAW-CUmNG, JACK-HAMMERING OR OTHER APPROVED METHOO TO PROVIOE A CONTINUOUS LINE. TRENCH SIDES SHALL BE KEPT AS VERTICAL AS POSSIBLE GIVEN THE SOIL CONDITIONS. COMPACTION ANO RESTOOAllON SHALL BE DONE AS DETAILED BELOW ANO IMMEDIATELY AFTER THE TRENCH BACKFILL IS PLACED, SO AS TO CAUSE THE LEAST DISRUPTION TO TRAfTIC. CEMENT CONCRETE PAVEMENT SHALL BE CUT 1 FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. ANY TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PRO\IIDED WITH ADEQUATE SAF£TY SYSTOIIS-MEEllNG THE REQUIREMENTS Of THE WASHINGTON STATE INDUSTRIAL SAFETY ANO HEALTH ACT (WISHA), CHAPTER 49.17 RCW, AND All REGULATIONS ADOPTED PURSUANT THERETO. cet,/TRACTOR SHALL HAVE A STRUCTURAL ENGINEER REY1EW AND STAMP ANY ANO ALL SHa:;!ING Pl.ANS AND CALCULATIONS. THE CONTRACTOR ALONE SHALL BE RESPONSIBlE FOR WORKER SAFETY AND THE DISTRICT ANO THE ENGINEER ASSUME NO RESPONSIBILITY. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING, THE BOTTOM SHALL BE HANO FINISHED TO GRADE SO THAT THE PIPE Yllll HAVE UNIFORM SUPPORT ALOOG THE BARREL AND BELL. AFTER THE PIPE IS IN Pl.ACE ADDITIONAL HANO SELECTED NATI~ MATERIAL MEEllNG THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PL.ACED AND TAMPED AROUND THE PIPE FOR A MINIMUM Of 4 INCHES ABOVE THE CROWN OF THE PIPE. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM rs STC'MY OR OTHERWISE NON-UNIFORM THE TRENCH SHALL BE OVER-EXCAVATID A MINIMUM OF 6 (NQ-IES BELOW TiiE SPEOFlEO GRADE ANO A LAYER Of PIPE BEDDING MATERIAL SHALL BE FURNISHED ANO PLACED BY THE CONTRACTOR TO THE SPECIFIED GRADE. AFTER THE PIPE IS IN PLACE AOOITIONAL HANO S£LECTED NATIVE MATERIAL MEEllNG TiiE REQUIREIJENTS FOR BEDDING MATERIAL SHALL BE PLACED ANO TAMPED AROUND TiiE PIPE FOR A MINIMUM OF 4 INCHES ABOvt THE CROWN OF THE PIPE. IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM IS UNSUITABLE FOR FOUNDATION PURPOSES OR WILL HAVE OIFFJCUL TY PROVIDING UNIFORM BEARING FOR THE PIPE, SUCH MATERIAL SHALL BE REMOVEO AND REPLACED 'MTH A MINIMUM OF 6 INa-!ES OF COMPACTED FOUNDATION MATERIAL. THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF Tl-IE PIP2 SIMULTANEOUSLY IN APPROXIMATELY 6-INCH LAYERS AND EACH LAYER THOROUGHLY Cct.4PACTEO WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING OR DISTURBING lHE COMPLETED PIPELINE. ALL BEDDING ANO NATIVE MATERIAL SHALL BE STORED AWAY FROM TiiE £0GES Of EXCAVATION ANO OFF THE PAV£D ROADWAY ANO SHOULDER. ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DENSITY WITHIN THE RIGHT-OF- WAY Af/D IN All AREAS (PAVED AND UNPAVED) WHERE STREETS, ROADWAY SHOULDERS, DRIVEWAYS, SIDEWALKS, OR PARKING LOTS WILL BE CONSTRUCTED OR RECONSTRUCTED OVER THE TRENCH EXCE?T FOR TRENCHES OVER a FEET IN DEPTii. WHEN TI--lE TRENCH DEPTH EXCEEDS a FEET. TRENCH BACKFILL UP TO 4 FEET FROM THE TOP OF TI-IE TRENCH MAY BE WATER SETTlED OR MECHANICALLY COMPACTED TO 90% Of T.;E MAXIMUM DENSITY. THE REMAINING TOP 4 FE£T OF THE TRENCH SHALL TI-IEN BE MECHANICALLY COMPACfEO TO 957. OF THE MAXIMUM DENSITY. IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR TRNTIC, TR[NCH BACKFILL FROM ll--JE PIPE TO wtlH!N 3 FEET Of THE SURFACE SHALL BE COMPACTED TO 90~ OF fr,£ MAXIMUM DENSITY. THE UPPER 3 FEET SHALL BE COMPACTED TO 957. OF THE MAXIMUM DENSITY. ALL OENS/TlES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTOR METHOD, ASTM 01557. THE DEVELOPER/CONTRACTOR SHALL SE RESPONSIBLE FOR PROVIDING DENSITY T(Sl REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. A MINIMUM OF ONE TEST SHALL BE TAKEN WITHIN EVERY 500 FEET OF TRENCH LENGTH AND Al DEPTHS UP TO SQ,t Of TRENCH DEPTH, OR AS DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE OR GOVERNING ROAD AGENCY. COMPACTION Of LATERALS OR SERY1CE LINE TRENCHES SHALL BE TESTED VklERE DIRECTED SY THE RESIDENT PROJECT REPRESENTATIVE OR GOVERNING ROAD AGENCY. TESTING OF CDF SHALL SE IN ACCORDANCE WITH ASTM 04832. BACl<FILL SHAU BE PLACED IN UNIFORM LOOSE LAYERS NO MORE THAN 12-INCHES THICK AND MECHANICALLY COMPACTED AS SPECIFIED. IN ANY TRENCH 'M-IERE THE SPECIFIED COMPACTION CANNOT BE ACHIEVED ~TH NATIVE BACKFILL, THE TOP 4-FEET SHALL BE REPLACED ANO COMPACTED TO 95,C OF THE MAXIMUM DENSITY WITH IMPORTED BANK RUN GRAVEL. THE ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AT ~y TIME ON THE BACKFILL MA U:RIAL. IN CUTS TRANSVERSE TO THE ROAD ALIGNMENT ANO AT ALL UTILITY CROSSINGS, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED SURFACING. BACKFILL SHALL BE PLACED AND MECHANICALLY COMPACTED IN 1-FOOT MAXIMUM LIFTS. AFTER BACKFILL AND COMPACTION, AN lf.lMEOIATE COLD MlX PATCH SHALL BE PL.ACED AND MAINTAINED IN A MANNER ACCEPTABLE TO THE GOVERNING AGENC'f'S INSPECTOR UNTll REPLACED WITH A PERMANENT HOT MIX PAT01. ALL PIPE ANO FlTllNGS SHALL BE LAID "!N THE ORY' UNLESS OTHERwtSE APPROVED BY ENGINEER. TRENCH EXCAVATIONS SHALL BE OEWATEREO BY USING WELL POINT SYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS APPROVED BY THE ENGINEER. OEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE 'NfTH GOOD STANDARD PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER TI-IE WATER LEVEL IN ADVANCE Of THE EXCAVATION ANO MAINTAIN IT CONTINUOUSl Y TO KEEP THE TRENCH BOTTOM Af/D SIDES FIRM AND ORY. CONTRACTOR SHALL SUBMIT THE OEWATERING PLAN TO ENGINEER FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY DEWATERING WORK. ALL DEWATERlNG EFFLUENT SHALL BE ROUTED THROUGH A OEWATERING POND PRIOR TO RELEASE. GROUNDWATER SHALL BE CONTROLLED ·sua-t THAT SOFTENING OF THE BOTTOM OF EXCAVAllONS OR FORMATION OF nQI.JlCK" CONDITIONS OR ~BOILSn DURING EXCAVATION SHALL BE PREVENTED AND NO SOIL SHALL BE ERODED INTO THE EXCAVATION FROM THE SIDES OF EXCAVATION. DEWATER!NG SYSTEMS SHALL BE DESIGNED ANO OPERATED SO AS TO PREVENT REr.!OVAL OF THE NATURAL SOILS. CONTRACTOR SHALL Al ALL TIMES HAVE ON HANO SUFFJOENT PUMP!NG EQUIPMENT ANO MACHINERY 1N GOOD WORKING CONDllJON FOR ALL ORDINARY EMERGENCIES, INCLUDING PO'l't£R OUTAGES, ANO SHALL HA~ AVAILABLE Al All TIMES COMPETENT WORKERS FOR THE OPERATION OF SAID EQUIPf.lENT. CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY OR COLLECTION OF WATER IN EXCAVATIONS. CONTRACTOR SHALL MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE PLACEMENT Of ANY BACKfllL TO THE REQUIRED DENSITY. THE RELEASE OF GROUNDWATER TO ITS STATIC lEVEL SHALL BE PERFOflMEci IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE NATURAL f"OUNDATION SOILS, PRE\IENT DISTURBANCE Of" COMPACTED BACKFILL. AND PREVENT FLOTATION OR MOVEMENT Of STRUCTIJRES AND PIPELIJIIES. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH All PERMIT REQUIREf,tENTS ANO PROVISIONS FOR MONITORING AND I.A AN AGING WATER DISCHARGED FROM THE EXCAVATION. ~Exhibit D 3. CONNECTION ,o EXISTING SEWER SYSTEM CONNECTIONS TO .EXISTING LINES SHALL BE MADE ONLY Wini THE WRIITEN APPROVAL or SOOS CREEK WATER & SEWER DISTRICT. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S flELO REPRESENTATIVE: AND OTHER UllllTIES AT LEAST 4S HOURS IN AO VANCE OF ANY CONSTRUCTION ANO I.IA.KE THE NECESSARY ARRANGEMENTS WITH THE DISTRICT'S FIELD REPRESENTATIVE FOR THE CONNECTION To· THE EXISTlNG SEWER SYSTEM. THE CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT AND.LABOR NECESSARY FOR MAKING THE CONNECTION UNDER THE SUPERVISION Of THE DISTRICT. THE 48-HOUR NOTICE REQUIREMENT SHALL NOT COUNT SATURDAYS. SUNDAYS, ANO HOLIDAYS. WORK SHALL NOT BE $TARTED UNTIL All OF THE MATERIALS, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE WORK ARE ASSEMBLED ON TH£ SITE. ONCE WORK IS START£0 ON A CONNECTION, IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION ANO AS RAP1DL Y AS POSSIBLE UNTil THE CONNECllON IS COMPLETED. BEFORE ORDERING MATERIALS FOR ANY CONNECTION TO AN EXfSllNG MANHOLE, CONTRACTOR SHALL EXCAVATE THE MANHOLE ANO VERIFY OUTSIDE OIAMETER OF ALL f'JPES FOR OETERMINING Tl'PES Of FITTINGS TO BE USED. CONTRACTOR SHALL COORDINATE THE WORK 'MTH TI--lE CONSTRUCTION REVIEW REPRESENTATIVE FOR T1--IE DISTRICT. THE EXISTING SEWERS SHALL REMAJJII IN SERVICE: AT ALL llMES. CONNECTIONS TO SANITARY SEWER MANHOLES SHALL BE MADE USING AN ASBESTOS-CEMENT MANHOLE ENTRY COUPLING, CONCRETE COUPLING OR KOR-N-SEAL BOOT. PIPE CONNECTIONS INTO THE ENTRY COUPLING SHALL BE SEALED WITH A RUBBER RING. THE PIPE TO MANHOCE CONNECTION SHALL BE WATERTIGHT. CONTRACTOR SHALL RE-Q-lANNEl EXISTING MANHOLE AS NECESSARY TO SMOOTHLY DIRECT TI-IE FLOW INTO THE EXISTING SYST[l,C. ANY LEAKS IN TiiE ENTRY COUPllNm; OR OTI--IER AREAS CREA TED Vtti!LE CONNECTING TO THE EXISTING MANHOLE SHALL BE SEALED WITI-1 STRATA lEOl ST-520 INJECTION RESIN OR APPROVED EQtJAL. ALL WATER ANO/OR CONSTRUCTION DEBRIS SHALL BE REtdOVEO f"ROM NEW SEWERS AND NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FLUSHING OUT AND a..EANING ANY EXISTING SEWERS INTO WHICH GRAVEL Roa<S OR OTHER DEBRIS HAS ENTERED AS A RESULT OF THE CONTRACTOR'S OPERATIONS, ANO SHALL PAY FOR REPAIR TO LIFT STKTIONS OR OTHER FAOLJTIES DAMAGED BY THE CONlRACTOR'S OPERATIONS. ALL flUSHlNG WAlER SHALL BE PUMPED FROM UPSTREAM MANHOLES OR SEWER LINES AND SHALL NOT BE ALLOWED TO ENTER THE EXISTING SEl-',(R. 4. SEPARATION OF UTILITIES MlNlt.4UM SEPARATION 8ETYl££N SEWER ANO WAU:R MAINS SHALL CONFORM TO SECTION C1-9.1 OF" THE CRITERIA FOR SEWAGE WORKS DESIGN AS PUBLISHED BY THE DEPARTMENT Of' ECOLOGY 1N DECEMBER 1998. MINIMUt.4 SEPARATION BETWEEN O!HER UTILITIES SHAU. 2E 5 INCHE:S wm-l A SAND CUSHION. PUGET SOUND ENERGY VAULTS, HANO HOLES ANO LIGHT STANDARDS SHALL eE LOCATED NO CLOSER T1--IAN 10 FEET FROM ANY SEWER MAINS ANO STUB SER\1CES. OE\IElOPER SHALL BE R£SPONSl8LE FOR CPQROINATION OF VAULTS, HAND HOLES, AND LIGHT STANDARDS WITH THE SEWER STI.;B SERVICES-NO CONSTRUCTION SHALL START UNTIL THE .DEVELOPER HAS FURNISHED THE ENGINEER 'MTH A WORK SKETCH FROM PUGET SOUND ENERGY. 5. THRUST BLOCKING WHEN DIGGING NEAR FITTINGS ON EXISTlNG PIPELINES, TEMPORARY BLOCKING SHALL BE INSTALLED TO PREVENT BLOWOOTS. BLOCKING SHALL ALLOW FOR ANY CONNECTIO~lS TO THE f"ITTING 10 BE REMOVED WITHOUT DAMAGING THE FITTING. THRUST BLOCKING SHALL CONFORM TO Tl--lE STANDARD DETAILS. WHERE UNFAVORABLE GROUND COND/TlONS ARE ENCOUNTERED, SPECIAL BLOO<:ING MAY 8E REQUIRED AS DIRECTED BY THE ENGINEER IN THE FIELD. 6. SEWER MAIN TESTING GRAVJTY SEWERS AND APPURTENANCES SHALL BE TEST£(• AFTER 81.CKFILLING BY TI,[ LOW-PRESSURE AIR METI-,00. EXCEPT WHERE THE GROUND WATER TABLE IS SUCH THAT THE ENGINEER MAY REQUIRE THE INfll TRA TION TEST. FINAL ACCEPTANCE OF THE SEWER MAIN INSTALLATION WILL BE SUBJECT TO THE DISTRICT'S RESOLUTION NO. 1904-S, WHICH ALLOWS A MAXIMUM PONDING DEPTH Of J/4-!NCH. IN THE EVENT Of CONFLICTS BETWEEN THE STANDARDS ESTABLISHED IN RESOLUTION NO. 1904--S AND THE STANDARDS SPECIFIED IN SECTION 7-17.3(2) OF THE STANDARD SPECIFlCAllONS, THE STANDARDS OF Tl--lE RESOWTION 'Mll TAKE PRECEDENCE. 7. REPAIR OF PIPELINE FAILURES BROl<EN OR OTHERWISE DEFECTIVE PIPE SHALL BE REMOVED ANO REPLACED. REPAIR BANDS OR CLAMPS SHAU NOT BE USED TO REPAIR BROKEN PIPE. 8. JACKED CROSSING AT LOCATIONS SHOWN ON THE DRA'hlNGS, SEWER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY JACKING, DRIVING, OR AUGURING A STEEL CASING PIPE ~EATI-1 THE SURf"ACE. ALIGNMENT AND GRADE Of CASINGS ruRNISHEO SHALL BE SUCH THAT NO ADDlllONAL FlTllNGS·ARE NECESSARY TO MAl<E THE CONNECTION. JF TiiE CASING DOES NOT MEET THIS REQUIREMENT, IT SHALL BE ABANDONED BY flWNG THE CASING WITH MOIST SANO ANO A NEW CASING INSTALLED TO MEET THE LINE AND GRADE REQUIREMENTS. NO OPEN EXCAVATION SHALL BE MADE CLOSER THAN 6 FEET f"ROM THE EDGE Of PAVEMENT. DIAMETER OF CASING PIPE SHALL BE SUF"FlCIENT TO ALLOW INSTALLATION OF THE SE'NER MAIN. WALL Tl·HCKNESS SHALL BE sumaENT TO WITHSTAND INSTALLATION FORCE ANO HIGHWAY LOADING WITH A MINIMUM THICKNESS Of 1/4-INCH. AFTER THE SEWER MAIN HAS BEEN ADJUSTED TO GRADE, MOIST SANO SHALL BE TAMPED INTO THE CASING PIPE SO THAT All VOIDS Will BE FILLED. MANUFACTURED CASING SPACERS THAT PROHIBIT MOVEMENT OF THE PIPE IN ANY OIRECllON "WITHIN THE CASING MAY BE USED IN LIEU Of FIWNG THE VOID BETWEEN THE SEWER MAIN AND THE CASING WALL Yr1TH SAND. 9. WATER SUPPLY WATER SUPPLY FOR f"ILLING, TESTING AND FLUSHING OF THE NEW SEWER MAINS MAY BE AVAIL.ABLE FROM THE EXISTING WATER DISTRIBUTION SYSTEM. HOwt::VER, THE WATER DISTRICT 'NILL BILL TH£ CONTRACTOR FOR THE WATER USED AT THEIR CURRENT flRE HYDRANT METER RATE. THE CONlRACTOR MAY PRO\IIDE HlS OWN METERING FACILITIES TO THE SATISFACTION Of THE WATER O!STR!CT OR ACCEPT THE QUANTITIES ESllMATED BY THE" WATER DISTRICT. 10. EXISTING UTILITIES EXISTING UTILlTIES SHOWN ON THE ORA'MNGS HAVE BEEN PLOTTED rROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER. UNDER NO CIRCUMSTANCES Vflll ERRORS OR OM!SSIONS IN Tl-IE LOCATION Of UTIUllf:S OR IMPROVEMENTS SE CONSIDERED AS A BASIS FOR EXTRA OR AOOITIONAL COMPENSATION TO THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WELL ENOUGH IN ADVANCE Of THE EXCAVATION TO PREVENT OAMAGE DURING CONSffiUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AJIIY DAMAGE RE SUL TING FROM HIS OPERATIONS ON THE PROJECT. 11. WARRANTY PERIOD THE D£1.£LOPER MAKING THE APPLICATION FOR A LINE EXTENSION, ANO HIS CONTRACTOR, SHALL BE RESPONSIBLE FOR THE MATERIALS ANO FOR SATISFACTORY OPERATION OF THE FACILITY FOR A PERIOD OF ONE )'EAR FROM n-tE DA TE OF ACCEPTANCE OF THE COMPLETED PROJECT AND THE SILL Of SALE TO THE DISTRICT. ' ---------------------------------- SAVE-OFFICIAL FILE ii! 1i " l ~ ~ ' 0 o 8 3 _J .;:: g ....I ~ § "' ~1111! cu§,j:.;;;! n. "' ,._ I.L ~ ,::: -I( ·-. ._ -ci m " !(~/ ~ 0 1· o g:: 5 "' . Ct'. I-z WO Q ~ Ct'. ~ I- 51-w:5 CJ) ~ []._ :,::: 0 w :::, w z :r: W ('.t'. <i: 0 0:::: w ~ ~ 050::u, CJ) w w 0 CJ) if; 0 ~ U) CJ)_ I ReAl ESTATE FIELD ScRV!CES AUG·l1111l6 e,a.sE" M,t,.P COVINGTON SH£E7 3 o, DR,a.W/NG MATERIALS 1.PIPE GRAVITY SEYr£RS AND S£R\1lCES SHALL BE CONSTRUCTED OF PVC PIPE CONFORMING TO SECTION 9-05.12 OF THE ST.WOARO SPECIFICATIONS UNLESS SHOWN Oll-lERWISE ON DRAWINGS. PVC GRAYITY SEWER MAIN AND PVC GRAVlTY SEWER SER\IICE PIPE SHALL BE CONSIDERED FLEXIBLE CONDUIT. PVC COMPOUND SHALL MEET THE REQUIREMENTS OF ASTM D 17fH FOR CLASS 12454-B PVC. DUCTILE lRON PIPE {a.ASS n) MAY BE USED IN LIEU Of PVC PIPE PROVIDED lttE DUCTILE IRON PIPE JS LINED WITH EPOXY, POLYURETHANE, OR SE'M"ERCOAT AS MANUFACTI,JREO BY LAFARGE CALCIUM ALUMINATES OR APPROVED EQUAL. All LININGS SHALL BE APPLIED PER THE MANUFACTURER'S RECOl.41.!ENDATIONS. A. EPOXY-LINED DUCTILE IRON PIPE ANO POlY-UNEO DUCTILE IRON PIPE SHALL HAVE EPOXY OR POLYURETHANE, RESPECTIVEl.Y, APPLIED TO ALL EXPOSED INTERIOR SURFAC£5 PER THE MANU:'ACTIJR£R'S RECOMMENDATIONS. 8. POLYURETHANE LININGS SHALL CONSIST OF POLYISOCYANATE RESIN AND POLYOL RESIN MIXED AT A 1:1 RAllO AT THE TIME OF lHE APPLICATIONS AND APPLIED TO A DRY FILM 1HICKNESS Of" 40 MILS (0.040 INCHES). COATING THICKNESS WITHIN THE BELL SOCKET INTCRIOR AND ON THE SPIGOT END OF THE; PIPE EXTERIOR SHALL BE 8 MILS (O.ooa INCHES) NOMINAL WITH A MAXIMUM THICKNESS OF 10 MILS (0.010 INCHES) IN ORD£R TO MINIMIZE: POTENTIAL DIMENSIONAL ASSEMBLY PROBLEMS. THICKER COATS MAY BE ALLO\'fto PROVIDED FINAL DIMENSIONS ARE 'MTHIN ALLOWABLE TOLERANCES AFTER THE COATING. THE LINING SHALL PROVIDE AN AS™ D16 TYPE V SYSTEM. C. SE\1/PERCOAT IS A CALCIUM ALUMINATE MORTAR MAOE OF FUSED CALCIUM ALUMINAT( A.JIID CALCIUM ALUMINATE AGGREGATES. THE LINING SHALL BE APPLIED TO A THICKNESS OF 125 MILS (0.125 INCHES) FOR 12-INCH AND SMALLER DIAMETER PIPES AND 3/16 INCHES FOR PIPES LARGER THAN 12 INCH£S IN DIAMETER. CRACKS IN THE LINING, OTiiER THAN 0..:0SED HAIRLINE CRACKS ANO/OR FINE CRAZING AR[ NOT ACCEPTABLE. A SEAL COAT SHALL BE APPLIED TO ANY SEWPERCOAT LINING .. D. THE EXTERIOR OF ALL DUCTILE IRON PIPES SHALL BE COATED 'MTH 1 Mil (0.001 INCHES) OF BITUMINOUS PAINT ACCORDING TO ANSI/AWWA C151/A21.5L 2. SIDE SE;WER SERVICES ALL SIDE SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH lHE SECTION 7-18 OF THE STANDARD SPECIFICATIONS ANO THE CURRENT RESOLUTIONS OF THE DISTRICT, \\HICH ARE IN'r;:ORPORA TEO HEREIN BY REFERENCE:. SIOE S£Rv1CE CONSTRUCTION SHALL FOLLOW THE INSTAU.ATION Of MAIN LINES AS CLOSELY AS PRACTICAL IN THE OPINION Of 1H£ DISTRICT. CONTRACTOR SHALL INSTALL n-tE PIPE TO A MINIMUM DEPTH AT THE PROPERTY LINE OF 5 FEET 9ELOW THE Fl...OOR TO BE SERvt'.:O OR 5 FEET BELOW THE STREET 'CENTERLINE WH(CHEVER rs OEEPER. IN CASE;S OF VACANT PROPERTIES OR PROPERTIES VACANT BEY0NO 150 FEET FROM SEV!"ER MAIN, THE SIDE SEv.£R SHALL BE CONSTRUCTED WITH A WINIMUM SLOPE OF 2% FROM THE TEE, UNLESS OTHERWISE APPROVED BY THE DISTRICT IN WRITING. ALL STUB SER..-,CES SHALL TERMINATE "WITH A 6-INCH WATERTIGHT CAP AT THE PROPERTY ANO/OR EASEMENT LINE, OR 10 FEET PAST AT THE OPTION OF THE 0£VELOPER. All ENOS OF STUB SERVICES SHALL BE MARKED BY A 12-GAUGE GALVANIZED WIRE ANO A 2-INCH BY 4-INCH TIMBER. THE WIRE SHALL EXTEND VERTICALLY FROM THE CAPPED END TO THE GROUND SURFACE ANO SHALL BE ATTACHED TO THE TIMBER FROM ENO TO END. lrlE TIMBER SHALL EXTEND FROM THE CAPPED ENO TO A MINIMUM OF 12 INCHES ABOVE THE GROUND ANO SHALL BE PAINTED TRAFFIC 'M--!ITE WITH THE WORD "S£WER~ STENOLEO ON WITH BLACK PAINT. THE END OF THE llMBER SHALL BE MARKED IN PERMANENT JNOEUBLE INK Wl'TH THE LENGnl OF THE TIMBER INSTALLED. NEITHER THE \VIRE NOR 2" X 48 TIMBER SHALL BE SECURED OR ATTACHED TO THE SEWER PIPE. All SIDE SERvlCES SHALL BE lESTEO FOR ACCEPTANCE AT THE SAME TIME THE MA!N LINE SEWER IS TESTED FOR ACCEPTANCE. All 6-INCH STUBS !NTO MANHOLES TO MATCH CROWNS. 3. MANHOLES MANHOLES SHALL BE ?RECAST CONCRETE UNLESS OTHERWISE SPECIFIED. MANHOLES SHALL BE SIZED AS INDICATED ON THE DRAWINGS AND SHALL CONFORM TO WSOOT/AWWA STANDARD PLAN B-2JA EXCEPT WITH ECCENTRIC REDUCING CONES. POURED IN PLACE BASES SHALL NOT BE ALLOWED. MAXIMUM ALLOWABLE DIMENSION FROM TOP OF CONE TO TOP OF CASTING SHALL BE 20 INCHES. INTERNAL CONCRETE CHANNELS, BENCHES ANO FILLETS SHALL BE F"ORM[Q USING LOW SHRINKAGE CLASS ,40000 5 SACK MIX WITH PEA GRAVEL TO 5/8-INCH (MAX SIZE) AGGREGATE CONFORMING TO SECTION 6-02.3 OF THE STANDARD SPEOFICATIONS. THE WATER-CEMENT RATIO SHALL NOT EXCEED 0.38. A WATER REDUCING ADMIXTURE SHALL SE INCLUDED IN THE' MIX. LADDER RUNGS SHALL BE 1-INCH DIAMETER OEF'ORMED BAR, GALVANIZED SAFETY-TYPE STEPS OR POLYPROP'l'l.ENE SAFETY STEPS MEETING THE REQUIREMENTS OF ASHA U78, AASHTO M-199, ANO ALL WISHA ANO OSHA SPEC1F1CATI0NS. THE POLYPROPYLENE, CONFORMING TO ASTM O 4101. SHALL BE INJ[CTION MOLDED AROUND A 1/2-INCH ASTM A 615 GRADE 60 STEEL REINFORONG BAR. COVERS SHALL BE OLYMPIC FOUNDRY MQOEL NO. MH30 ADT OR APPROVED EQUAL ANO SHALL BE 24--lNCH DIAMETER CAST IRON OR DUCTILE IRON WITH THREE 5/8 INCH DIAMETER X 1 1/2 !NCH LONG COUNTERSUNK N.C. STAINLESS STEEL SOCKET HEAO CAP SCREWS AND SINGLE 1-INCH DIAMETER lift HOLE LOCATED APPROXH.!A TEL Y 3 INCHES FROM THE OUTSIDE EDGE OF THE COVER. PROvlDE 5/8 INCH X 2 1/2 INCH STAINLESS STEEL CARRIAGE BOLT INSTALLED IN MANHOLE UF'.T HOLE. UOS SHALL HAVE A NON-SKID PATIERN CAST INTEGRALLY ON TOP Wl1H lHE WORD -s£WER-CAST IN 3-lNCH RAISED LEnERS. RING ANO COvtR SHALL HAVE ONE OF THE LOCK DOWN BOLTS CENTERED DIRECTLY OVER THE ACCESS LADDER. All MANHOLE COVERS LOCA TEO IN SIDEWALKS OR DRIVEWAYS SHALL BE DL YMPtC FOUNDRY NO. JO ADT SMOOTH OESIGN OR APPROVED EQUAL WITH LOCKING LIO ANO 6-INCH CASTING RING ANO THE WORD uSEWER" CAST INTEGRALLY ON TOP IN 3-INCH RAISED LETTERS. MANHOLE SECTIONS SHALL HAVE RUBBER GASKET JOINTS CONFORMING TO ASTM C 44J. ALL MANHOLE JOINTS AND PICK HOLES SHALL BE SEALED FROM THE INSIDE ANO THE OUTSIDE 'MTH A SANO ANO PORnANo CEMENT CONCRETE MIX. CONTRACTOR SHALL PROvlOE AN 8-INCH THICK BY 6-FOOT WIDE ASPHALT OR CONCRETE COLLAR AROUNO THE RIMS OF ALL MANHOLES LOCATED IN UNIMPROVED AREAS, LANDSCAPED AREAS, EASEMENTS, AND ALL OTliER UNPAVED AREAS. THE ASPHALT OR CONCRElE COLLAR SHALL SLoPE AWAY FROM THE MANHOLE RIM. 4. IMPORTEO GRAVEL MATERIAL PIPE BEDDING SHALL CONFORM TO SECTION 9-0J.16 OF THE STANDARD SPECIFICATIONS. FOUNDATION GRAVEL SHALL CONFORM TO SECTION 9-03.17 OF THE STANOARO SPECIFlCATIONS. BANKRUN GRAVEL F'OR TRENCH. BACKFlLL SHALL CONFORM TO SECTION 9-0J,19 OF THE STANDARD SPECIFICATIONS, EXCEPT AT lRANSVERS[ CUTS TO lHE ROAD ALIGNMENT OR AT UTILITY CROSSINGS, v.tilCH SHALL SE 8ACKF1LLE0 'MTH CRUSHED GRAVEL SURFACING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOvlNG ANO DISPOSING OF ANY EXCESS EXCAVATED SOIL MATERIAL AT AN APPROVED DISPOSAL SllE. Exhibit E 5. CRUSHED GRAVEL SURFACING CRUSHED GRAVEL SURFACING SHALL CONFORM TO THE REQUIREMENTS OF SEC110N 9-03.9(3) OF THE STANDARD SPECIFICATIONS. 6. ASPHALT CONCRETE PATCH AND OVERLAY ASPHALT CONCRETE SURFACING FOR PATCHING ANO OVERLAY SHALL CONFORM TO SECTION 5-04.2 ANO 5-04.3 OF THE STANDARD SPEClflCATIQNS. ASPHALT CONCRETE SURF.6.CING SHALL MEET CLASS B GRADING REQIJ!REMENTS. SURFACE RESTORATION 1. OFFSITE SURFACE RESTORATION All PAVED OR UNPAVED SURfACE:S OR EASEMENTS SHALL BE RESTORED TO A CONOtllON EQLJAL TO OR BETTER THAN THAT Wl-llCH EXISTED PRIOR TO CONSTRUCTION. CONSTRUCTION AREA IN ALL UNIMPROVED AREAS SHALL BE FINE GRADED UPON SUCCESSFUL lNSTALLA TION OF THE SE~R IMPROVEMENTS. ALL TREES. SHRUBS ANO OR OTHER IMPROVEMENTS SHALL BE SAVED, RELOCATED, OR REPLACED BY CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRA'MNGS OR IN THE EASEMENT STIPULATIONS. RESTORATION SHALL BE TO THE SATISFACTION OF THE DISTRICT, PROPERTY O'M,!ER, OR GOVERNING ROAD AGENCY. PRECONSTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE RESTORATION. 2. ROAD SHOULDER RESTORATION WITHIN RIGHT-OF•WAY THE EXISTING SURF ACING OF DISTURBED ASPHALT SHOUL.0€R~ SHALL BE REMOVED TO A WINIMUM OEPTH Of 6 INCH£$ BELOW ORIGINAL STREET GRADE TO PROvlOE FOR PLACEMENT OF THE NEW SUBGRAO£ ANO PAVING. THE SUBGRAOE SHALL BE CONSTRUCTED OF 1 1/4-INCH MINUS ~USHEO SURFACING BASE COURSE PLACED TO A COMPACTED n.llCKNESS OF 2 1/2 INCHES, FOLLOWED BY 5/8-INCH MINI.IS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS Of 1 1/2 INCHES. CLASS O ASPHALT CONCRETE SHALL TriEN BE PLACED ANO COMPACTED IN 2-INCH LIFTS UP TO A MAXIMUM 4-INCH THICKNESS TO MATCH EXISTING PAVEMENT THICKNESS. MINIMUM THICKNESS SHALL BE 2 INCHES. THE SHOULDER SHALL BE REPLACED TO THE EXISTING FOG LINE IN AREAS WHERE THE EXISTING ASPHALT SHOULDER 15 SERIOUSLY DISTURBED, OR AT THE ENGINEER•s DISCRETION. RESTORATION OF GRAVU SHOULDERS SHALL INCWOE A MINIMUM OF 1 1/2 INCHES OF CRUSHED SURFACING TOP COURSE AND 2 1/2 INCHES or CRUSHED SURfACING BASE COURSE. 3. ASPHALT SURFACE RESTORATION WITHIN RIGHT-OF-WAY 11-lE EXISTING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE BY SAWCUTT!NG, JACK-HAMMERING OR OTHER APPROVED METI-lOO PRIOR TO EXCAVATIO~l TO PROvlDE A co1rnNUOUS LINE FOLLOWING PROPER BACKFILL AND COMPACTION OF THE TRENCH. THE EDGES OF TiiE SURFACING SHALL BE RETRIM~lED 6 INCHES 'MDER THAIS THE EXCAVATION WITH STR.o\lGHT VERTJCAL EDGES FREE FROM IRM.c.GULARITIES. A 1 1/4-INCH MINUS CRUSHED SURFACING BASE COURSE SHALL BE PLACED TO A COMPACT[D THICKNESS OF 4 1/2 INCHES, FOLLOWED BY 5/8- /NCH MINUS CRUSHED SURFACING TOP COURSE PLACED fO I-. COMPACTED IHICKNESS OF 2 INCHES. CLASS 8 ASPHALT CONCRETE SHALL THEN BE PLACED ANO COMPACTED IN 2-INCH LIFTS TO MATCH THE EXISTING THICKNESS ANO GRADE OF THE ORIGINAL SURFACE. ASPHALT PATCH SHALL HAVE A MINIMUM THICKNESS Of 2 INCHES AND A MAXIMUM THICKNESS OF 4 INCHES TI-iE ASPHALT PATCH SHALL THEN BE OVERLAID WITH A MINIMUM OF 1 1/2 INCHES COl,jPACTEO CLASS 8 ASPHALT CONCRETE. ASPHALT OVERLAY SHALL BE PRE-LEVELED AS DETERMINED BY THE RESIDENT PROJECT REPRESENTATIVE OR ENGINEER. No OVERLAY SHALL BE: REQUIRED If THE FINAL TRIMMED EDGE Or THE ASPHALT PATCH ODES NOT ENCROACH INS/OE THE FOG LINE OR, IN LIEU OF A FOG LINE, IVITHIN 12 FEET FROM THE EXISTING CENTERLINE OF THE ROAD. ENGINEER RESERVES THE RIGHT TO REQUIRE AN OVERLAY ON ANY SEC110N. IF THE EDGE OF THE ROAD rs CURB AND GUTTER, THEN THE ASPHALT PATCH SHALL EXTEND TO THE EDGE OF THE CURB UNLESS fNDlCATED OTHERWISE BY THE ENGINEER OR GOVERNING ROAD AGENCY. ALL ASPHALT JOINTS SHALL BE SEALED WITH APPROVED SEALER. CONTRACTOR SHALL REPLACE EXISTING STRIPING AND PAVEMENT MARKINGS AS REQUIRED BY THE: ROAD AGENCY WITH JURISDICTION. CONTRACTOR SHALL MAINTAIN TEtJFORARY COLD OR HOT MIX ASPHALT PATCHES DAILY DURING CONSTRUCTION TO THE SATISFACTlON OF THE GOVERNING ROAD AGENCY AND THE ENGINEER UNTIL SAID PATCH IS REPLACED WlTH A PERMANENT HOT PATCH. THE PERMANENT HOT MIX ASPHALT PATCH SHALL BE PLACED ANO SEAlfO WITH A PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS. CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECTION 6-02 Of THE STANDARD SPECIFICATIONS. ANY CONCRETE PAVEMENT TRAFFIC LANE' AffE_CITD BY THE TRENCHING SHALL HAvt'.: ALL AfFEClED PANELS REPLACED. C{MENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN 8-SACK MIX, USING EITHER T'i'PE II OR TYPE III CE:MENT. WllrilN 30 CALENDAR OA YS. 4. CURBS, GUTTERS, AND SIDEWALKS EXISTING CURBS, GUTTERS, ANO SIDEWALKS DAMAGED BY CONSTRUCTION OF THE PROJECT OR THE CONTRACTOR'S USE ANO ACTlvlTY, SHALL BE REPAIRED TO THE SATISFACTION OF THE PROPERTY OWNER, THE DISTRICT, THE ROAD AGENCY 'MTH JURISDICTION, ANO TO ITS OR1G!NAL CONDITION OR BETTER. 5. NON-PAVEMENT RESTORATION WITHIN RIGHT-OF-WAY CULllVATED LAWNS SHALL BE RESTORED WITH SOD. RESEEDING OF CULTIVATED LAWNS ~LL NOT BE ALLOW£0 WITHOUT PRIOR APPROVAL OF PROPERTY OWNER, DISTRICT, ANO ENGINEER. UNCULTIVATED LAWNS, PASTURE ANO VACANT LAND SHALL BE RESTORED Win-I A PASTURE GRASS MEE11NG THE FOLLOWING REQUIREMENTS: SEED MJX: 40% PERENNIAL RYEGRASS 10::C WHITE CLOVER 30X FESCUE 20:( RED CREEPING FESCUE APPLY AT TliE RATE OF 100 POUNDS PER ACRE MULCH: SILVA FIBER MULCH APPLIED AT 1500 TO 2000 POUNOS PER ACRE. FERTILIZER: COMMERCIAL MIX 10/20/20 OF NITRATE, PHOSPHATt ANO POTASH APPLIED AT RATE OF 450 POUNDS PER ACRE. 6. FINAL UTILITY ADJUSTMENT TO FINISH GRADE ALL UTILITY COVERS ~ICH AR[ LOCATED ON PROPOSED ASPHALT ROADWAYS SHALL BE TEMPORARILY PLACED AT suB-GRAOE ELEVATION PRIOR TO PLACING CRUSHED SURFACING MATERIAL. FINAL ADJUSTMENT OF ALL COVERS ANO ACCESS ENTRIES SHALL BE MADE fOLLO':'l'ING flNAl PAVING BY SAW-cumNG OR NEAT-LINE JACK- HAMMERING OF THE PAVEMENT AROUND LIDS ANO COVERS. OPENING SHOULD NOT BE LARGER THAN 12 INCHES BEYOND THE RAOIUS OF THE COVER, CONTRACTOR SHALL THEN REMOVE BA.SE MATERIAL. SURFACING COURSE. AND FRAME; ADD RAISING BRICKS; ANO 'REP:..ACE FRAME ANO COVER TO FINISH GRAOE. FILL ANO MECHANICALLY COMPACT AROUND THE STRUCTURE ANO FRAME WITH CRUSHED SURFACING MATERIAL OR Affi,-OR POUR A 5-INCH MINIMUM THICKNESS Of CONCRETE CLASS J000 TO WITHIN 2 INCHES OF THE SURFACE. Fill THE REMAINING 2 INCHES WITH ASPHALT CONCRET~ Ct.ASS B HOT MIX, COMPACTED ANO SEALED TO PROVIDE A DENSE. UNIFORM SURFACE. FINAL ADJUSTMENT OF. A'..L COVERS ANO ACCESS ENTRIES SHALL BE COMPLETED WllH!N JO DAYS OF FINAL PAVING. 7. flNALClEANUP THE DEVELOPER/CONTRACTOR SHALL CLEANUP ALL ADJACENT AREAS IN COMPLIANCE WITH SECTION 1-04.11 OF THE STANDARD SPECIFICATIONS. STREETS ANO ROADWAYS SHAL.l BE CLEANED ANO SWEPT B01H DURING AND A.FTER THE INSTALLATION WORK DISTURBED SOILS SHALL BE FINAL GRADED, 'SEEDED, AND MULCHED AFTER INSTALLATION OF. THE SEWER MAIN. IN LIMITED AREAS S£E01NG ANO MULCHING BY HANO, USING APPROVED METHOOS, WILL BE ACCEPTABLE. DITCH LINES WITH EROOIBLE SOIL OR SIJBJECT TO RAPIO FLOWS MAY REQUIRE SEEOfNG, ,RH£ MATTING, NEmNG, OR ROCK UNING TO CONTROL EROSION. ANY Sil llNG OF DOWNSTREAM DRAINAGE FACILITIES, WHETHER DITCHES OR PIPE ANO CATCH BASINS, WHICH RESULTS FROM THE S£WER MAIN INSTAUATION SHALL & CLEANED OUT ANO THE WORK SITE RESTORED TO A STABLE Ca-4DITION AS PART OF SJTE ClEANUP. 8. TRAFFIC CONTROL THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOO: INTERIM TRAF'FIC CONTROL DURING CONSTRUCTION ON OR ALONG TRAVELED COUNTY ROADWAYS. TRAfRC CONTROL SHALL FOU.OW THE GU1DEUN£S OF SECTION 1-07.23 OF THE STANDARD SPEOFICA TIONS. ALL BARRICADES, SIGNS. ANO FLAGGING SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCO MANUAL. SIGNS SHALL BE LEGIBLE AND VISIBLE ANO SHOULD BE REMOVED AT 'IHE ENO Of EACH WORK DA 'f If NOT APPLICABLE AFTER CONSTRUCTION HOORS. \\'HEN ROAD CLOSURES CANNOT BE AVOIDED, '!1-IE DEVELOPER OR CONTRACTOR SHALL POST "TO BE CLOSED" SIGNS A MINIMUM OF FIVE DAYS PRIOR TO TH£ CLOSING. THE TYPES ANO LOCATIONS OF THE SIGNS SHALL BE SHOWN ON A OETOUR PLAN. A DETQUR PLAN MUST BE PREPARED AND SUBMITTED TO lHE DISTR1crs FlELO REPRESENTATIVE ANO APPROVED BY THE GO'l£RNING ROAD AGENCY PRIOR TO CLOSING ANY ROADWAYS. IN ADOlllON, THE DEVELOPER/ CONTRACTOR MUST NOTIFY IN WRITING ALL LOCAL FIRE, SCHOOL. LAW ENFORCEMENT AUTHORITIES, MEmo TRANSIT. ANO ANY OTHER AFTECTEO PERSONS AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE AT L£AST flVE DAYS PRIOR TO THE ROAD CLOSURE. REAL.lcSTATE AHO SERVICES AUG -12006 COVINGTON I E B i § I ~ 't ~ ' 0 0 ~ g ~ . ~ § • ~I ~ i ' • ~ ~ ~' gl • ! - ~ 0 ~ 0 0 0 j ! ~ . ~ i } i E ; ~ g ! lg ~ ~ :::~~~~1]~),: ~ ~ ~ ~ .l1! 00 C -!( ;: -": • 3 <l) ·-... g (~) ~u I ..... ~ o 1·" ~ ~ ~~~ z 0 0::: I-z ~ wC> 0 0 1-_ f--~g: in U) z f--w ~ :5 0:: ::.:: ~ X n_ W wO w ::, ~ w 0::: Z :r; LL 0::: w <( 0 0:: ::,; z ::, C>s 0:: <( VJ U)W w (/) «s 0 (f) 3: (/) w ...J 0 oil (/) <( a:: U) w "f-- <( I ::,; 1~,c= • SH£1::f 4 ~ 5 DRAW/NG i :l 9 § t I ' ~ 1 l OWNED & MAINTAINED BY LOT OWNER 10' {TYP. (PLAT UTILITY EASEMENT) z ' 11::::____ < ~l:IT· ---·------- OE\r£1.0PER/CONTRACTOR I.IAY EXTEND STUB SERI/ICE OUR!NG SEVER MAIN CONSTRUCTION. ~ ! O'M-IED &; MAIN_TAINED BYSEWER OISIBtCT Dl~J",t,/CE VARIES •ocwALI< 6")(6"x6"TEST 1Il. W/PlUG 0 PROPERTY LINE / INSTALL 6" PVC SEWER SERVICf PIPE CVR8 STREET SURFACE :?1'}!11~-~ 200,: MA>:. Si..6Pi- 8"x6" TEE (TYPICAL) ~ ,i , ! 8" SE'M'.R hilAIN (T'/PICAL) ELEVATION EB STUB SERVICE CONSTRUCTION DETAIL SYMElRIC.O,L A.BOOT ~ ~ WATER l.l.l.lN N'5 SEWER/WATER PARALLEL CONSTRUCTION NTS @ Exh11)it F "'"' fi'" 71~,c p/lJ r'°" ,v w,t 0p(~£ ii1ti si.,,. .. ,.. "'"' f).•11 s'pJ.V ~ .,,r#' rt',,~-'\,,>11'"' .. ,,c «!(;<' / <~"-«..,,;,'-,'0f ~ . ) t:!.QJI.;_ CONCRETE SHALL BE BRUSHED flNISHEO. If ASPHALT IS USED JT MUST BE COMPAClED. MANHOLE RIM & COVER-OFF PAVING NTS STD. 24y'II MANHOLE FRAME w / LOCKING LID ECCENTRIC CONE SECTIONS AS NEEOEO BASE SECTION NOTE: A MINIMW OF ONE ADJUSTMENT RING SHAU. BE INSTALLED BETWEEN THE TOP OF CONE & THE MANHOLE COVER. STANDARD MANHOLE DETAIL ® NTS -~--:~ ' ~~ .. e===-,y -~'«w l,UN. ~:=\ SANITARY S[W[R ~ ffi OTHER UTILITY rnsr. ,;,i WATERldAIN tLQ..I..J:.L (D OOUPUNC: ASSESTOS-C[MOH (Ale) BY OOC11LE IRON (DLlcilLE IROH, ROMAC ST11..E 501, OR EQ\JAL). (D DIJCTILE IRON P!f'E, CL 52. lllAMElER TO MA.mi EXISTING A/C. @ DACl(fK.L £X1STING A/C NO COUPUNG v,m, PEA GRA\'El TO 1' ~ ""· © ilACl(fU LtID£R WAlEP.UNE WITH CRUSHED ROCK COMPACIED TO gs,: ltDO, OR CONIRQ OENSITY f'lU. (COi') PER KWC OOJNTY MAlm!AL f~QUflEMEtlTS. © BACKFU O\€R Th'E l()f' Of THE WA lm.JHE SHALL 8E CRIJSlfEO IIOCIC COMP>.CTED TO 95X MOO, OR CONTRCl. t'ENSITY fllL (CDf) PER KINC f:OUWTY MATERIAL Rf0011£WfNTS, WlHIN CCUITI' R0J.0 TAAfil SURFACE. iJAOliU OY'tR. Tri:: TOP Qi' Tri( PiPi -.tlH NATI\( MAlffiW. OJ!,jp~1£0 TO ffl I,[)[) If' LOCATEO \lllHN EASO.IENT CR UMMf'RO'ml AREA @ 1\/C OISPOSAL PER WAC17J-400-075, 'NM; 2\16-65, PUCi:1 sruoo A!R l'OI..WTIOO r.ot(TROl AGOICY REQUIREMENTS. A/C WATER MAIN REPLACEMENT ffi @ SANITARY SEWER CROSSING ~-NTS SAVEwOFFICIAL FIL RUJ..ESTATE flfLDSER:VICES AU6 -2 2006 COVINGTON I ' r-:il I ,j!} ~ o 8 ~;; '" z ' "' ~ ~ < C /j ·-::: ~ 0 ~ ~ ~ C ~ ' ~ e ~ ' • 2 ii! I~ I ~o r, ~ l i ~ i ' g • i l g ~ £ g; ~ ~ l~)S~£ -• ,_ -:l I(~) ~f .., ~ I 0 ~ ~;:. 0 "' ai:::: ~~~ 0:: I-z W () O I--v.i (/) <( 0:: z I-_J s~ ~ ~ ~ ~0 W=,~ W z I !l:'. 8:!ffi ~~~ () s ffi ;:; ~ Cl'.) w :.;: O Cl'.) w 0 oi:S (/) Cl'.) 5 ~ 5 • " Cooper, Ted From: Sent: To: Cc: Subject: Kalen Peters [KalenP@davis-kurth.com] Monday, February 12, 2007 8:31 AM Cooper, Ted Johnathan Kurth School Bus Stop Attachments: Renton School Dst. Transit Approval.PDF Ted, In all my excitement on Friday I forgot to attach the document. Thanks. >:::1,1-,i:,C! ir.1) ?'.;;-,<<,,!-,; i ?{) {(1) 02/12/2007 Page I of I S c)u::,o / e·so% • (+) S.E. 1/4, N.W. 1/4, SECTION 33, TWP. 23 N., RGE. 5 E., W.M. ,~ jl I I :•ii, I •Ji ii I .ia:..,_,,_ , l lL j ;i 1 I !:! l!j I D """"""' - 1:r:li I< I J :I: , :i:: I L..._n:..=Slll.lt!U l l! I g I , 1£•HS.•7 , !1 ~.uM--j-; Jdi. -' !/!HJ :,:r I ,I :1 " II I Monday, Feb 12, 2007 08:52 AM '(/>Help. -51 X Adob~ Reader Tips He re • Sandhu ~ ....... .,.------ 0 Subdivision ---·· ••• .,1:1,,. -... -· ~=="--,--~~ ~ OFFSITE IMPROVEMENTS ---~:,:;~~~~~00_:,~s,uc PLAN AND NOTES ••-OIO<o:.,._ ----- ' ~ I -· ... "' :0 .. " z " " m "' ,m "' " . ,,ooo Page l of2 Cooper, Ted From: Cooper, Ted Sent: Thursday, February 08, 2007 9:17 AM To: 'Kalen Peters' Cc: Johnathan Kurth; Darrell Offe {darrell.offe@comcast.net) Subject: RE: Sandhu ES Approvals Hello Kalen, I received the BPA agreement that was signed by BPA and the property owner. I also received the e-mails from METRO and the Renton School District. Although METRO doesn't have or plan to put a bus route there, the school district does want a bus stop per the Hearing Examiner's Conditions for a safe walkway to a safe bus stop pad located on the northeast corner of 184th/20th Ave SE. Ngtlce ttIBlJhe RentQD Sc:hool District's e-mail sets the design parameters but it doesn't approve_cl_QQ~ign. We still need to review and approve your designs for the school walkway and the bus stop pad. At a glance, the plans I received in late January 2007 don't show a proposed accessible school bus pad proposed at the required location. Kids can't be expected to walk from a proposed walkway through a roadside ditch to board the bus (which is what the current plans propose). There are also design requirements for school bus pads which have to be met. Please address these concerns in the next set of plans so we can review them. Sincerely, Ted Cooper, P.E. Engineer II Phone: (206) 296-7163 FAX: (206) 296-6613 E-Mail: ted.cooper@metrokc.gov M.S. OAK-DE-0100 From: Kalen Peters [mailto:KalenP@davis-kurth.com] Sent: Thursday, February 08, 2007 8:26 AM To: Cooper, Ted Cc: Johnathan Kurth Subject: Sandhu ES Approvals Hello Ted, I am just wanting to confirm that you have received both emails from Metro and Renton School District regarding their approval of our design. Also, I was just wanting to make sure that you have received a copy of the BPA land use agreement I dropped off late last week. Thank you. -<~·!en Pel<:::rs ~xecutive Assisl;;rnt J;,;,.::ii :,_inc Kurth Renton. '/'lo. 98057 ,U(S-?(;..1 •• 1\Jfff (UJ LUCi<ib4-·1/ i'( (i11] 02/08/2007 ,.. .. Cooper, Ted From: Kalen Peters [KalenP@davis-kurth.com] Sent: Wednesday, February 07, 2007 1 :08 PM To: Cooper, Ted Cc: Johnathan Kurth; Jonathan Harkovich; Mike Davis; Offe Engineers Subject: FW: Sandhu Subdivision ES Plans Hello Ted, Page I of2 The thread of emails below is my correspondence with the transportation liaison for Renton School District. I believe that the final response from Michael Fortson will address that the conditions of approval will be met by our design. Thank you. ;.-,:,,;:c·1 f-'c:.u;s Eixucut:vo Assist0nt t1,..:v1s ~ind Kun~, '1:/::l-2.C4-1':J6/ 2vG~J.:J4-4?7C From: Michael Fortson [mailto:michael.fortson@renton.wednet.edu] Sent: Wednesday, February 07, 2007 11:05 AM To: Kalen Peters Subject: RE: Sandhu Subdivision ES Plans Hi Kalen, Thanks for the info about the site. The Renton School District request that you meet the conditions set forth under the conditions of approval 7F, 7G, BA, B, and C. The bus stop will be at 1841h/120 1h Ave SE so a safe walkway/pad to the stop is required. The bus will not stop at the plat entrance. Thanks Michael B. Fortson Transportation Liaison Renton School District From: Kalen Peters [mailto:KalenP@davis-kurth.com] Sent: Wednesday, February 07, 2007 9:53 AM To: Michael Fortson Subject: Sandhu Subdivision ES Plans Michael, Here are the latest construction docs for our offsite utility work. The cover sheet describes the provisions for engineering approval, and clearly states the plan for including a bus pick up location in the future. On the cover sheet it is provision 8 C. I believe this is what you are looking for, either that, or I think that you just print those plans out, mark a place that you want the bus pick up location to be and we will put it there. Let me know. Thanks. 02/07/2007 I ., • qU'IC:'I. '/\';< '.:2-J'.Ci'7 ,1/!i-?;H-1'9C7 (d) ;,:'.)i~ '.\\,1-~;7 /C Uri) 02/07/2007 Page 2 of2 Enclosed is a copy of the approved revision for your records. please call me at (206) 296-6758. Sincerely, Tris h Bull, Planner II urrent Planning Section, LUSD Cc: Kenneth R. Anderson and Associates, Inc. If you have any questioi;is, 1720 S 341 51 Place, Suite C-4 Federal Way, WA 98003 Bruce Whittaker, Senior Engineer, Engineering Review Section, LUSD w/enc Steve Townsend, P.E., Supervising Engineer, Land Use Inspection Section w/enc Joanne Carlson, Administrative Specialist II, ERS, LUSD w/enc Kim Claussen, Planner III, Current Planning Section, LUSD File <® King County Department of Development and Environmental Servl~es 900 Oakesdale Avenue SW Renton, WA 98055-1219 February 28, 2006 John Tamburelli Davis Real Estate Group, Inc. 1201 Monster Road SW Renton, WA 98055 RE: Sandhu Subdivision (DDES File No. L03P0027) Revision Activity No. L05RE043 Dear Mr. Tamburelli: The Subdivision Technical Committee has reviewed your revised plat and finds that the revision is minor and within the spirit and intent of the preliminary approval. Based upon our findings, approval is granted to the revised preliminary plat received December 22, 2005, subject to all original conditions of approval and the following: 1. Tract F shall be improved as a private joint use driveway serving lots 5 and 6. The serving lots shall have undivided ownership of the tract and be responsible for its maintenance. As specified in KCRS 3.0lC, improvements shall include an 18 foot paved surface and a minimum tract width of 20 feet. Drainage control shall include a curb or thickened edge on one side. 2. Tract E shall be improved as a private access tract serving lots 9 through 12. The tract width shall be widened to 26-feet as specified in KCRS 2.03. The lots being served shall have undivided ownership of the tract and be responsible for its maintenance. hnprovements shall conform to KCRS 2.03 for urban minor access roads including a paved width of 22 feet. 3. The road right-of-way for the proposed cul-de-sac shall be widened as necessary to provide a minimum of one foot right-of-way behind the curb and/or sidewalk. 4. The property frontage for lot 7 shall be widened to 20-feet to accommodate the driveway setbacks specified in KCRS 3.0!C3. Please note that a 15-foot-BSBL is required from the wetland setback line, this will affect lots 5-12 and Tract "D." The BSBL must be shown on all future plans. ® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600. Drop-Off Cover Sheet for Land Use Services Division PROJECT NUMBER AND NAME IS NECESSARY FOR ALL DROP-OFFS Project No .. Project Name 6a 1.i\~U.Ll..,,,-~c:....i,1-1~-.';_;LJL=~:.t._--- FROM l)e<\..,~~7 ~ -~CL~5 CompA1Y N:~ Co~tact Person -· ~!,phone No ~ 7 ~ z_ z.(-b q SCZ To ~'f?<\ {oo,Pf ____ _ Date Received by LUSD {Ri~CC!En~/'~r1 JAN 8 I) L~G7 K.C. 0.D.E.5 ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat I Plats Please specify item(s) dropped-off: --------- Lot Line Adjustment Permit P 1ease specify itemU:>) dropped-a-ff: Right of Way Permit Please specify iteni(s) dropped-off ------·-------------------------------------- Clearing I Grading Permit -Additional information requested. P!ease specify 1tern,:s1 d.'o;:;ped-off --------------------------·-·· ---- PLEASE NOTE: i'.1.11 droµ-c1ff item(s) wi:I be logged into U1e computer-Lll',der the project number therefore. ii 1s imporlc111t t:1al the tor:· porti,:.;11 of this for·rn is c,:.;,rnpleted properly before you drop-ott anything. Assistance in findin'] a prnJect number can be µ:·ovi.jecl I:·\ spe.:.--1k·n~1 to 3 Zcning/Land Use Tecl·1~ician Your cooperntion is irnport:rnt Tha11k you. Check out the DOES Web site at y;w,v.metrokc.qovido'e0~ - Bonneville Power Administration 28401 Covington Way SE Kent, WA 98042 January 19, 2007 In reply refer to: TRACT No. C-SE-7-A-649 CASE No. 20060520 RECEIVED JAN 3 "' no1 KING Guu,i lY LAND USE SERVICES LINE: Covington-Maple Valley No. I, btwn towers 7/4 & 7/5 (Oper. As Cov- Duwamish); Cov-Seattle Line (oper. As Cov-Creston) btwn towers 7/1 & 7/3 Sandhu Property, LLC. 27013 Pacific Hwy S., #353 Des Moines WA 98198 NON-TRANSFERABLE LAND USE AGREEMENT (This document will be recorded) Bonneville Power Administration (BP A) hereby agrees to your use of BP A's easement area for construction/installation, use, and maintenance of water mains and related activities as set forth in detailed engineering plans sheet I through 5 which are hereby referred to as Exhibits B through F (Please note that Exhibits B through F are not part of recorded document) and G. The location of your use is partially within the SE V. NW V. of Section 33, Township 23 North, Range 5 East, Willamette Meridian, King County, State of Washington, as shown on the attached segment ofBPA Drawing No. 123807, marked as Exhibit A. You shall not make any changes or additions to your use of the right-of-way without BPA's review and written approval. Any other uses and utilities on the right-of-way must be applied for separately. Please note that BPA is not the owner of this property. If you are not the owner, you must obtain the owner(s) permission to use this property. There may also be other uses of the property that might be located within the same area as your project. This agreement is subject to those other rights. This agreement is entered into with the express understanding that it is not assignable or transferable to other parties without the prior written consent of BPA. It is understood that the ownership of detention ponds, once constructed, will be transferred to King County. The following items are advisory in nature, but should be given due consideration. Nuisance shocks may occur within the right-of-way. Grounding metal objects helps to reduce the level of shock. It is suggested that road building/construction equipment be grounded with a drag chain. BPA seeks your help maintaining the integrity of the electrical transmission system. Please report any Vandalism or Theft to the BPA Crime Witness program at 1-800-437- 2744. Cash rewards of up to $25,000 will be paid should information lead to the arrest and conviction of persons committing a crime. BPA shall not be liable for damage to your property, facilities, or injury to persons that might occur during maintenance, reconstruction, or future construction of BPA facilities as a result of your facilities being within the right-of-way. BY ACCEPTING THIS LAND USE AGREEMENT YOU ARE AGREEING TO THE FOLLOWING CONDITIONS. : I. Maintain a minimum distance of at least 20 feet between all construction equipment and the transmission line. 2. No storage of flammable materials or refueling of vehicles or equipment within the easement area. 3. Maintain a minimum distance of at least 50 feet between your facilities and the point where the transmission line steel lattice structure/guy anchor/steel pole enters the earth. Specifications and installation plans for these protective structures must be submitted to and approved by BPA prior to construction. PLEASE NOTE: Detention Tract "B" is to be constructed so that it is within approximately 30 feet of the tower 7/5 of the Covington-Duwamish No. I line. This is acceptable as proposed and shown on attached Exhibit "G", 4. Design and build any roads within the easement right of way and bury all utilities within the easement right to withstand HS-20 loading from BP A's heavy vehicles. 5. All underground cables must be placed in conduit. 6. No interference or obstruction of access to transmission line structures by BP A's maintenance crews will be allowed. 7. BPA has identified counterpoise (grounding wire) located in the vicinity of your proposed project. In order to maintain the functionality of the system, every effort needs to be made to ensure that this is not broken or damaged. Should counterpoise 2 Case No.20060520 Tract No. C-SE-7-A-649 be dug up, exposed, or broken during your construction activities, you need to contact our office immediately so that arrangements can be made to have it repaired. 8. Bury and maintain the cable to a depth of 42 inches to comply with applicable NESC, national, state, and/or local standards. 9. Mark the location of the underground cables with permanent signs, and maintain such signs, where they enter and leave BPA's right-of-way, and at any angle points within the right-of-way. BP A will not be responsible for damage to facilities not visibly marked. 10. The grade changes required to construct the detention pond are acceptable. Any additional grade changes are unacceptable and grade changes to facilitate disposal of overburden shall not be allowed. You agree to assume risk of loss, damage, or injury which may result from your use of the easement area, except for such loss, damage, or injury for which BPA may be responsible under the provisions of the Federal Tort Claims Act, 62 Stat. 982, as amended. It is understood that any damage to BPA's property caused by or resulting from your use of the easement area may be repaired by BP A, and the actual cost of such repair shall be charged against and be paid by you. The subject use of this easement area has been determined not to be a hazard to, or an interference with, BPA's present use of this easement for electric transmission line purposes. Accordingly, there is no present objection to such use. However, if such use should, at any time, become a hazard to the presently installed electrical facilities of BP A, or any facilities added or constructed in the future, or if such use should interfere with the inspection, maintenance, or repair of the same, or with the access along such easement, you will be required to stop your use or remove such hazard or interference from the right-of-way at no expense to BPA. This Land Use Agreement becomes effective upon the signature of both Parties. If you have any questions or concerns, please notify us. You may direct any communication to this office at Bonneville Power Administration 2840 I Covington Way SE, Kent, WA 98042, or by telephoning Paul B. Woolson, at 253-631-9154. 3 Case No.20060520 Tract No. C-SE-7-A-649 This Agreement is a permit, revocable at will by the U.S., and does not convey any easement, estate, or interest in the land. A copy of this permit shall be physically located at the project during construction activities. I AGREE TO THE TERMS OF THIS AGREEMENT Sandhu Property, LLC, a Washington Limited ""'°'u,hl'· .. ·. y Corporation 0 THIS AGREEMENT IS HEREBY AUTHORIZED Paul B. Woolson Bonneville Power Administration Realty Specialist CC: Roth Hill Engineering Partners, Inc. 2600 l 16'h Ave. NE, #100 Bellevue, WA 98004 Soos Creek Water and Sewer District P.O. Box 58039 Renton, WA 98058 Offe Engineers 13932 SE l 59'h Place Renton, WA 98058-7832 Darrell .offe(ii.)comcast.net Johnathan Kurth Davis Real Estate Group 1201 Monster Road SW, Suite 320 Renton, WA 98055 Johnathank@davis-kurth.com 4 Case No.20060520 Tract No. C-SE-7-A-649 State of Washington __ ) ) ss County of King _) On this day personally appeared before me ()') , K-e., lJ a v ~ s , to me known to be the person whose name, they subscribed to and executed the within instrument and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this z:::;-~ay of_,...,_,,J,_,4'-""'4lt!=- ,,,1\\lllllr,111 ~'\ ·"'-~'!-.~If~/('~ ~~-+,°d-i'IAENr ff_.!(/1:,. ;:: o •'o.<1 OTA" '1>'· <:rt~ =:~· ..... .,\.' 'T•-<t':·>"~ _ • v r ell•. -=•= -·-:*: -.. . --• lih-. - \~.. r uaL\C .:~ § ~ -,>--•4A.. ~,:. •..tC ~ ~ ,~··"'( 19, i~ •• ·f;:), ~ ~,,lo;·;;/i.s~'~,,,~' '''11111111111\ State of Washington_) ) ss County of King _) Publi of Vyas I,,, t1~/b /\ " rs.=1ding at Si:::~ :S±-\e.. My commission expires Ci.f"?c' I ,q Z.008 , On this day personally appeared before me , to me known to be the person whose name, they subscribed to and executed the within instrument and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this ___ day of _____ , 2007. Notary Public State of ___________ _ Residing at __________ _ My commission expires _____ _ 5 Case No.20060520 Tract No. C-SE-7-A-649 .----------------·-------, "· i - EXHIBIT A Case No. 20060520 Sandhu Property LLC Sewer, drainage and utility improvements for the Sandhu Plat L--·------------·------- ·! ~ i ] ! ~ ~ al 1·:20' • ·ra;..:T1' 20' \·: .. ~~'/ ,\(.,-~f; EXHIBITG Case No. 20060520 Sandhu Property LLC ,;<'' Sewer, drainage and utility improvements for the Sandhu Plat .' !" ~i~~2 .. ~~'.IJ-' i/./" ... / , .......... . . :· -·t.)'~/:Ji,/f·-·I-"~-~ •-' '·DOOTIP~.AA~WAl(~ ~ ·,01~,l!:117::PoNo,: ;· .. : ,· .. ;,· .. ;: ,4-·---"'··· ,,.1', _,_,, --~7 .,i.,• ... ~,- _/ ~~ EXISTING TOWER-i· : ,. -,. ··-'..: _,;v· 10;0:~. WS(t(:-,~at-, .. , , _.-,r ,;,\"<' -,/ \ -.-i<: ,-\ -· \ ~~~----\'\, ~i{i.:~;; 1~: ;IC.:,-::,.-·-·"/ ·-.~~i._.,,.;:,;~:--~ / \ .. :~~ ',i~~'.;;.~~~~---,;.-----"? ' ,I;,-!')?!~ _.--c~1:,\'·-~--··--" ... /' -:-"'' - -i"t'4"';' -... ,.,·i -:/:~ -,-I-------------'''?a,.,~ ---" ------------!--.<~\t:::' _L:,,.,.~-_'.\,•' ~I-;~------~·-----~~--------,'"f-,,ifil __ : __ ~~--.... --=-~~-Y:-4 · S--C---t:B4TH ST--o:i±Em, __ ,, :;r,. ,_:~'-:::::.,: .. ~-~ .. -'="~L~__;~~!_,., .. \;,~-"'t -, ')-,.~·--·1~~--~~~' _ -... <'-b __ -+-,~-~""' -~· Ito-,;-~ ';: ' ,.,. ,-"~-_, ~h -"; ,.~ ~ • ,-, ___ -..... ::... .. ~--: .. ::::.::::--: .:41,-,.,.., ~le-. 'i"":-··~:·-:-~:.,_ic4 .. i'.J.:...:.. ,4}.-<-~1,t. , T. -,t':'111. _ ___ .... E.~;.;,:. ....... ·'~ --....t..;.,-.1i .... ,•'.,4t' -~~~ ,. -.~. _:,.,,., ..... ., •. --....."f--:=:--J,l,1i..,(";~-... ~,~,... -· • •• '4 ...... tl ----"---~C;>--lt.;' ' ~---' V I ~I 0 -I _c,u1nu1• ~- _..\ "'"'"'"u <>UBDIVISION 20' I!!! liil ll!ll 0 Scale •o· = Feet It= &: site°""~' :....soda!..; U:C ,..,, _____ , ___ ,_......__ __ OCTDITION PACIUTY a -:l-.... - ALT NO. t • DaTINTION PONO I ._. FIGURE 1 " I ! ; ii f !i t / < 1 ~ i I ; ~ ~ ._ ~ ~ ~ e ' NW L S\f'./, NE & SE 33-23-5 ;;; ( . < LO 36 & 2 I ( AX LO: S : e a PA Li E ESM f .:: 9&36) ·' · .. ::~.·· :::. ,· : . ' .. :: ::: .... : ... : · ··· :::~~E#l~f> .. ::::::: :::: ~~~~~::~~~~~~-· :····:::: ::·asr·izi• :·.·· .... ~. ::: .. ::::::: ::: ..... : .. :· · . u~ · ~ : ( AX LO S li2 & 15) · •10 ''''. '' '' .. ....... ·:. :8~: · ·I·· >I .: I I I Jo.os,/t J 41/~I ~U < I I I ,1(\(\ I ' I .. ' ,. I I . ~.oo 1ole;wi : : : 4Q9.6a.8"EY .-:-:-r:-. :1· --- T•. 1·:,: i-: .... · .... . ... . .. . .......... ''L'"' I . - ·:::,o1:· a'i-iEF' "·::::·· ··O{a'sw: :::·: :::.···: ::::::'\'-(_"": · ·407.l~·W ··· · ::~C:-:: ::~:::: :::. ··· ~··::: """· :: · · · ·::: / \ \ '. \ \ 1 i { ( \ \ '. }: ~:??<~?r /; ;: '.: : > >< _: :_:1(2~1: l}l\.:: · ::·~··· "' 0 '" .,. , , , , g -~------m~~cc. "' '' Ji ·::l;l c:,: '"" , .... , """"' ... '"" ~ .... '' '""'[' . ' ':.. : '1~ > 10/ i •• . :.~. ... . . . . .. -...... -.18. •. ·~.QO(B: E : : · :: : : : : : : : : : :: . : · .... I ..... I I · ··I ....... , ... ·: :.· . ·. · .. ::.1: .::::.1::· . I: :::::::1::· .. ,::1 51/Js,ww· ·.: : :.~, ::: :::~ .. -, :. ji; -~si~'Yi> : : : : : : : -""' ~.,fE-v, <>" l•'"·\· · · - ....... I < 1-... [ •. ,, , •. ,:::: . ,:::·:· ••••••. ,. ••:,,•••• ,,·••••• lj: .-. ••J:•:• ··~--~. I ~rt<~R~~o sk ,,~~cil·••• • •:::.' l I \ . · · · · j I · \ \ I . · · l · · ·: I · · · · · · · · · · · · · · · · · · · · · · · · · ·• · · · · · r s. TART.· . ~oNsrnu noN· .. · OFFi:)ITE RO!d-D EAS\EMENT PLANJ\.t,D F'R¢)Fll,E f1ROV1D D E!Y ~()TH Hi LENG(NEERI G F'AR ERE;; LLC (F, .#C33 • P~S, 1~35) •• : : : : ' L~~Y/~ SITE BENCHMARK: MAG/WASHER SET ill S. EDGE OF ASPHALT CE.EDGE OF DRIVE TO HOUSE# 12025. ELEV ... "'32.06 I DATUM: NAVO 88 I G"ro~-•AA~ I CALL BEFORE YOU DIG 1-S00-424-555S EXISTllfil UTILITIES SHOWN ARE FROM " BEST AVAILABLE INFORMATION ANO ~~i.~~n~:~~H. D ~I J@ NOTE DEVELOPER/ CONTRACTOR RESPONSIBLE TO PROVIDE KING COUNTY GRADING PERMIT FOR THE OFFSfTE SEWER MAIN IN THE EASEMENT AREAS PRlOR TO CONSTRUCTION. <(I " " > l!!;...: r ~'i a"/ ~~ I <>l::l 0.. ~ ;!'.o__, -r•oo:•~ _;\s~1>~~1 iv,.. .J a\ r_,o CD t> ::i~ r--_ . 't I MH '6",6" -----Z...y WOOQ ~~ ~I<, . __ 15.'PERM. e0SMT. I Jo Ei"" HOOSE t J , 112s:s I L f.f. (CAR.) _ I 422F':S-_j \ lrx Hoo~-.-.. l._ !. 122~\ (851.1~ / \ -. ..... __ ~~.55 / L--' ~ \ -..1 \ \ \ \ \ ~ OFFSITE ESMT. i wl . a: o oo I g ,ij"' '° ... ..:e . ' ' ~i ~i;:-; I~ <(I J,i,1,J., 1v I I0r) 1:: "'"'L'-'., r-Jc ~)w l~~ ;::I ' _ZJ~ ""TT" =·· ~, " 0 ---1-_ -......... _6_!=.f_:..,!.,"' [uPJf-Jtl-:-j-" wuu, l~ ~ LJO'PERl,lf MH 1091-1 illERM. ~'Ln"..,;,!; ffl -F= I' -t'SMr.- ESMT. . I > ""'-j'"'D TIE / !!ii. I WILSON r--~ ~~"' 1¥ 1~:x. HOO&/ J ! I ' / / :eo f Jillfs\ J · 416.18. I '75\ xl.; .Ji / / ~: / OFFSITE ESMT ·30' ROAO/ r --· Tllms. LINE ESMT. {TYP.) r----J EX. SHOP l r.r. J,,3 Jil I ----.J f 1rn~1 ~~~ 1:81 ~ bl L r ~ "";1: I f J'' J ' 0 ~~~\ift'1100 --.J (/)11/l / ~~, EX. 20·. :;(Y,£R CREEN I I ,__ _,, ,;; (SMT. (TYP.) EXISTIN!. """ 10'TYP: ;J-23·5') -c,; ~ t:1Q1f; REPLACE EX. a·Ac }.23-5 -·-·-WAT[R I.IAIN AT CROSSING. 2J f------'-~---'\S=E=E-'-'DETAIL S-;-24 SHT.5/5) A.f.177071200017 "\ 0 0 ~-,,, ~ @ 0 ~ NOTE: ALL WORK ANO MATERIALS JN BPA --TRANSMISSION LINE ESMT. SUBJECT TO BPA PERMIT & REQUIREMENTS. DEVELOPER RESPONSIBLE TO PROVIDE PERMIT PRIOR TO CONSTRUCTION. NOTE: DEVELOPER/ CONTRACTOR RESPONSIBLE --TO VERIFY f COORDINATE OFFSITE S.S. STUB LOCATION ANO DEPTH WITH PROPERTY OWNERS AND DISTRICT f>RI_CR TO CONSTRUCTION. NOTE: DEVELOPER/ CONTRACTOR RESPONSIBLE TO VERIFY LOCATIONS OF EXISTING SEWER MAIN PRIOR TO CONSTRUCTION, N • " SCALE IN FEET '"" NOTE: INSTALL OFFSITE SS STUBS AT 2% LINE AND GRADE TO THE PROPERTY LINE. NOTE: ALL WORK AND MATERIAL IN SE 184TH ST. SUBJECT TO KING COUNTY RIGHT OF WAY CONSTRUCTION PERMIT NOTE; AT CONNECTION TO EXISTING SEWER MAIN, DEVELOPER / CONTRACTOR RESPONSIBLE TO COORDINATE REMOVAL, REPlACEMENT ANO RESTORATION OF PROPERTY OWNERS IMPROVEMENTS AND LANDSCAPING SUBJECT TO sews DISTRICT EASEMENT REQUIREMENTS. A10 400 ~an 3RO 370 '>&:n SEWER GENERAL NOTES: '"''""""""" 1. ALL WORX SHAU. 8E PE'U'ORt.lED IN ACCORDN-ICE wrrn lHE SPEClf',C..,,TIONS Of' SOOS CREEi( WATER ...,.0 SEWER DIS1RICT. Al.SO ftEFERFEO TO HliAEIN¥TER AS "DISTRICT'. 2. TH!~ 8HAI.L ,URNISH THE DISTRICT A COPY 0, THI!. COMMERCW. ANO/OR SUBOMSION pl..N,IS APPllO\IEO BY THE~ i\C3tJ«:y PIUOf! TONN SEWERM,\,llf CONSTRUCTION. 3. PRlOfl: TO CONSmocTl'IG Ntf 9l!Wl!R IIAINS, THE APPAOPfl:Vt.TE 8TREETSNI/O LOTS StW.L Ill< CI.EAREO. GIVDEO, N,10 STAl<ED 1Y 1HE: ~OPERN«I ALL E<ISBIG U11UTIE$ SHALi. BE LOC,O,TEO IY lHE C0HTIW:T0R 4. FOU.OWlltG SEWER WJ'I CONSTfWCTIOH, NN REVISION OF RON7o#A.Y OR EASa,!ENT GIW)E$ RarulRING nlE ""'1NS TO BE R!OOflSTlruCTEI• stiAIJ. ae M.t.DI;: A.TTIE. OEVEt.OPER'S EXPENSE. RECONSTllUCTION SHAU. OOHFOJIM TO iME SPECJFICATICIHS OF nu. DISTRICT. ALL COST! FOR INSf':ECTIWG, SUCH RECOHSlRUC1lOH sx-.u. BIS OWtGEO TO ~ OEVELOPEA IN MJDITIOH TO lllE STNIONIO CtlAflGES, mfJ SHAU.Bl, P>ID IIEFOl!liE A.CCEPTMCE DY llE DIST'fl:ICT. 5. ~91C111iSEWEA~.9HAU.BEM,\,C)ETOTHEl!XISTIOO~IJfflll..OOMPlET10NOFTliEIIU.OFeALE ANDAU. ll,l.$iMENTS. caTAIN SIO& Sl<WER PERMIT FOftM SOOS CREEK WARR.»111 8&WBI DISTRICT FOR !:.',Cf\ SIOE tlEWER COHle()Tlc,r,I PfJOR TO w.KNl CONNECTlOtl. B&.L OF 1W.1! WC.L MOT BE PflOCE!SED UNTl. PUGETSOt/NO EHERGY HM ltfSTALL£t. THEIR VAU!,.TS. IWID HOLES ,n, UGHT STNIOl,,ROS, ti. ALL COSTS OF~ ....... R&-sTAl<ING SHM.l. 8E P~ IYTHE DEVEl.OPER. 7. PROPVRTY ~ styu IE PINNED WITH AEnftfHCI!. TACK OM CURBS tlY TltE DEVELOPER. II. CONTAACTOR SH,,\il ~jlfY ilOOS CREEK WATl!RANO Sl!WER DISTRICT AT (253) 830-ftOCI TO SCHf!IUlE A Pl'!E·CCINSTlllJCTIC»I Mf:UING AT nlll" Dll.lTAICT Office. N'TU'I THI! f'RE.CONsn«JC;TJOI,/ ljEETINQ THE COtm'!ACTOR 8HAl.L NOTIFY THE COM$Tl'tUCTION Rl!Vl2W-SE"m"ATIIIE FOR.SOOS CREEi( WATER NV SEWff!. DISTRICT A.T liMT 41 HOURS (REGU.M WORl',IHQ O,,,Yfl) aEl"ORI! STARTS'I!); WOF!I(. t. CONTRACTOR St1ALL OIITAIN All REQUIRED fllfAl ~ TO Wl!T PERMIT REiOIJIR£1.\ENTS. ir,tSl>ecJlONS MUST 1£ &cttl!DtA.EO i'T I.EAST~• ttOWt!I ~ AlYIIA.NCi. . NOTES ltELATIVE TO CQNNECTIQN TO EXISTING FACIUJJES: t. «Nll;CTION TO IEXl8Tll"IO LINE~ BE WiDE ON.. Y WITH TH!; WRrTTEH N'f'fl.CNM. Of 8008 CREEi( WATER NJO 8EWB!. DBTRICT. a ~ ('TWO RE<JllU\R WOl'IKIN(l OA\IS)NN~ 'f011CE MUST BE QIVEH. 2. EXltmNa SaweRS 70 ~ 1H 8ERVICE AT ALL TIMES. 3. A.I.I. WAtER ,,_ tlDHSTRUCTION OE8Rl8 :9ff.O.U. BE REMOYl!D l'mlM NEW SEWER$NIO 8H.OU NOT BE ~ TO EHTEfl TltE EXISTWCS'l'l!TEM. 4. lXl$TIM(J~N0.39-BO~ Slw.LIIEOOAEDRIUEO~ORE~.O.SIIEQlllRaOTORSCEIVE!NCCMNG Fl.OW fflOM THE NEW 8'.Wffl Ur«. SAVE-OFFICIAL FILE SHEET INDEX SH.NO. DESCRIPTION 1 OFFSITE SEWER PLAN AND PROFILE & NOTES 2 SEV'ER PLAN AND PROFILE 3 COflSTRUCTION PROVISIONS 4 MATERIALS & SURFACE RESTORATION 5 SEWER DETAILS ' VICINITY MAP AUG -11006 i gi -.\ 2 ~ ! \ * 0 { ~I ~~ e ' i Ct& ;l 6\ ., u -~ ; ! i g i)J_ <? i ! I ; ~ ;;; .;; ;; lg ~ .... C <L> .,-.,.; iG ~ ~ i i ; i 0. ~ -; • -0 I(~): r ~ 0 I~ -;; a:: QC a:: 1-Wu I-_ <( a:: 51- ~· (/) wO w a:: a:: w u3: (/) w 0 Cf) 0 <>I:! Cf) Zw 0 1- U) ci5 z lL w lL I-0 X I-~ ::i ;;: a_ ::;; => 0: I wO s: z w..,: (/) (/) BASE 1.<A,P D-4 & D SHEET 1 Of" OR .... w<NG tl-247 ~M\!o nS.2.0 " J " i g i " i ~ i _ .......... a.-.vvu,;-~.)-0 0 r(TRl""tl.:.. : :<b::.:: : : : : : 1::' .o ..... ···::¥:.· .ROA~''A" (TRAC1r ~B") · ;¢$to ,,;,J~s ~••otJ (tYPT. · ··I·· ···::l:··.··· ~i:: ••;w•· ···:::\a" I: : : : : •.OQ40.j.s': j.oo•o/ :s~ 1\ :L_ c:ccc::1 \,~·· ... :so(B"N~· ) L4i9.44js·.,ij ':•rn OWN• .. } SE).:;; 4 9.BO(e'S) : : :419;34 8"S£J .41:9. O(a"f<W) · · · · · · · · · · · · · · · · · -41-9. a--:s;y : ... .s~ 0262 :-EXISTING :GRADE· :(TYP:):. ...,_,_.~ ~ \ ~--r-----~ I I I I .J I r I I .--::--:i,; ~ .. ~~.t. I I ® ,L------" 'Po .,,,. <" "' "' w "' \"' • 0259 "' \"' "' "' "' "' \ "' 11:"Ll ..... "'\"' ..... "' ..... ~ "' ..... "' ..... 1-.i, ..... ,l."' "''I.'=>'~"'\"' "' "' ..... "''"' "'\~' .... "' "''"' "' "' ~Tl.AN~ ~ 6'2-~ ----:r "' "' "' ..... ~ . .r..1, ... r· ·1·· • • ~··4-....:"._ • I · • ., • I . • ~-I--..........._.~. • I . -~ w ><M,osna,c, \ \ I • •\. · \ ;l,& --I ·~~ I PERM.ESt.!T. --· _-:;7" ~ \ OPEN SPACE f \ A ----"-I;~ . , f1T'c:~ / ----All ONSl:-\,7 J \ 9 S1030 5\ ..-... \ ~ c,\ • • " • • • • • • • • • • • • • • • • 0280 ' 10 11 J-23-5 .« u·~; ... _,'1-cf;:?1 7 8 "" 1091 B (. I . • ' 'y-·1't 7 l Bl.!i;.,.f/...41,,'D " v .,_, i, \ .,_, \ ~ .j.-~ "'\ • 0 llillE; CONSTRUCT WETLAND SE\YER MAIN ON ~ • • • 1• • THE PROf>ERTY LINE. \ . '. "" 1091 10 I ·, • NGPA • ~~· 0301 1r c"'c. r-, I I L_.J __ .._ • ..._.i;.....__L "'TRAd'f "' ii • • • I. f w OPfN SP!CE "-' / r:--r·~ I . , " ,. ?- T s;:· 0 0 SITE•• NOTE: TYPlcAL ALL SIDE SEWER STUBS. • sews DISTRICT OWNERSHIP TERMINATES AT PROPERTY LINE. • INSTALL TESTTEEATPROPERTYL1NE . • DEVELOPER CONTRACTOR MAY EXTEND BEYOND PROPERTY LINE. (SEE STUB SERVICE CONSTRUCTION DETAIL.) NOTE: EXTEND SIDE SEWER STUBS 10' BEYOND EDGE OF PAVEMENT/ CURB IN PRIVATE ACCESS TRACTS (TYP.) ,, ~ II "' SCALE IN FEET I DATUM: NAVO 88 I ,oo I @> a·s r__ Ls·TYP. ·, -,----. SITE\BENCHMARK-" L J •-• , '--.~-• ... -~t~~\l8:1ffl--r 12"CONC ---,____ --~ I t l r-(:z;;-ooS£-l r--,0040 S.E.184TH STREET ---,-~ADS ~ROAf>/lllNfS...!.J L ' 112025 1 r L.:---, . 15prn1it LINE (SMT (TYPJ I 30PERM._\ L rr. 429.59 _J I EX. HOUSE I ESMT. · · ESMT. r,;-.., 002J I -oo:rs--I r'r.'~} ! 0050 \ SZlGETY r". -4 \ SANDHU \ ~ ' '--,i""'1-~" (" \ qt;;;,') %i \ ~ I 3 ~;;,' I ~ 0 $ (t \ OFFSlTE ESMT. {'\'\ (J) ,Z. \OffSITE ESt.!T. \ .!!. " "' I ,,.,..11'\\ \ ... (J)~L " r -, r--------, I I f(\ (!) -I ~ I 0044 I 0043 I E;. ,~:~ ! ~ (f) ~ 0 1, I Sf;,. .------, l F.F. (GAR) 42J.72 j \ \ .... -0.... I Z f )(. HOUSE Vt-. I EX HOUS( 1 \'..! l'' i= , 12021 1 , ,·12031 , 1 r ___ ..1 I -z..., \ '3 I I I l ::...\""" • I I SITE BENCHMARK: MAG/WASHER SET C S. EDGE OF ASPHALT@ E.EOGE OF DRIVE TO HOUSE# 12025. ELEV." 432.06 BURIED UTILITIES IN AREA CALL BEFORE YOU DIG Hl00-424-5555 EXISTING UTILITIES SHOWN AAE FROM THE BEST AVAILABLE INFORMATION ANO NO GllAAANTEE IS MADE AS TO THE ~CT SIZE, TYPE, LOCATION OR DEPTH. ;.;:lin: SE.18j!TH ST!REET • • ~i-:~_;:~;=~ .... _,_ .Plfflp:,.,,..-. : )~:S~U::: ·.~.· ·~ ·=i::; " .. ·1·· ··, ··1 'VII I :. 'p:;241 : a"· ·•QQt:· "j:j:: 2~~:i~:::::~~.._ . ..., '" :41a ·1 . 6"N. · ·418:1 8 W · · : :41~.: ::ti:~. NOTE: MAINTAIN 10' MIN. WATER/ --SEWER SEPARATION (TYP.) UNLESS OTHERWISE SHOWN . NOTE: INSTALL OFF SITE SS STUBS --AT2%LINEANOGRADETO THE PROPERTY LINE. NOTE; DEVELOPER/ CONTRACTOR RESPONSIBLE --TO VERIFY/ COORDINATE OFFSlTE S.S. STUB LOCATION AND DEPTH WITH PROPERTY OWNERS AND DISTRICT PRIOR TO CONSTRUCTION. NOTE; ALL WORK ANO MATERIALS IN BPA --TRANSMISSION LINE ESMT. SUBJECT TO BPA PERMIT & REQUIREMENTS. DEVELOPER RESPONSIBLE TO PROVIDE PERMIT PRIOR TO CONSTRUCTION. NOTE; ALL WORK AND MATERIAL IN SE 184TH ST. SUBJECT TO KING COUNTY RIGHT OF WAY CONSTRUCTION PERMIT NOTE: DEVELOPER/CONTRACTOR RESPONSIBLE TO REMOVE ANY EXISTING (DOMESTIC USE) WELL ANO/OR EXISTING SEPTIC TANK AND DRAINFIELD FROM SERVICE ACCORDING TO HEAL TH DEPARTMENT REQUIREMENTS. ~??~\:: : : :4(1{U . -8"wp · · : :409.: . ·8''.f" ... SAVE-OFFICIAL FILE ~IEST,,,TE FlaDSERlllCES AUG -2 2006 COVINGTON '-' g -' " ~ . z -' " ' m < ~ ! m e ~ . ;1~11 0 ' I ~ i t.l ~ g iS 8 • 0 ' ~ g "'· i J ~ ~ ~ Sl i8 ,_ t ~ ~ 15 i i ~ 00 C i (~)I! "' 0 - ~ 0 0: ID::: er:: w I-z I-(.) Q ' ~ ~ er:: ~ 1--I-w ::i ~ (/) s Cl. w Cl :::, w er:: ?; is cr::w<z Us~;Ji (/) w w 0 (/) ~ 0 oil (/) (/) BASE MA.P D-4 S/10:ET 2 o, DRAW ONG B-248 --.JMJG. ----OSJ.O 1 I f ;; I ii f / " ! ,! i i I i 1 :'i ~ I CONSTRUCTION PRO\._ .0NS 1, STANDARD SPECIFICATIONS ALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SOOS CREEK WATER & SEWER DISTRICT AND n-lE ·2000 STANDARD SPECIF1CA TIONS FOR ROAD, BRIDGE, AND MUNICIPAL C0NSTRUC110t-t AS PREPAREO JOINTLY BY THE WASHINGTON STATE DEPARlMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PU8UC WORKS ASSOCIATION, AND HEREINAFTER REfERREO TO AS THE ·srANDARD Si:'ECIFICATIONS." EXCEPT AS HEREIN MODIFIEO. 2. TRENCH EXCAVATION, BEDDING AND BACKFIU ALL WORK \111Tl-llN THE RIGHT-Of-WAY SHAU. !X)MPL'!' WITH All PERTINENT PERMITS, THE GOVERNING AGENCY'S CURRENT ROAO STANDARDS, ANO THE STANDARD SPECIFICATIONS. ALL MATERIAL FROM Cl.EARING AND GRUB8lNG SHAf.L BE HAULED TO AN APPR0'-1!0 WASlE DISPOSAL SllE PRO....,DED BY THE CCtffRACTOR. 'WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON A NEAT-LINE BY SAW-CUTTING, JACK-HAMMERING OR OTHER APPROVED METHOD TO PROVIDE A CONTINUOUS LINE. TRENCH SIDES SHALL BE KEPT AS VERTICAL ~S POSSIBLE: GIVEN THE SOIL CONOITIONS. COMPACTION AND RESTOR ... TION SHALL BE DONE AS DETAIL£0 BElOW AND JMMEOIATEL Y AFTER THE TRENCH BACKflLL IS P.LACED, SO AS TO CAUSE THE LEAST DISRUPTION TO TRAFFIC. CEMENT CONCRETE PAVEMENT SHALL BE CUT I FOOT OUTSIDE THE EDGE Of lHE TRENCH ON EACH SIDE. ANY TRENCH EXCEEDING FOUR FUT IN DEPTH SHALL BE PROVIOEO 'MTH ADEQUATE SAFETY SYSTEMS MEETING THE REQIJIREMENTS Of THE WASHINGTON STATE INDUSTRIAL SAFETY ANO HEALTH ACT (WISHA). CHAPTER 49.17 RCW, ANO ALL REGULATIONS ADOPTED PURSUANT THERETO. CONTRACTOR SHALL HAVE A STRUCTURAL ENGINEER REVIEW ANO STAMP ANY ANO All SHORING Pi.ANS ANO CALCULATIONS. lHE CONTRACTOR A.LONE SHALL BE RESPONSIBLE FOR WORKER SAFETY ANO THE DISTRICT ANO THE ENGINEER ASSUME NO RESPONSIBILITY. WHEN NATIVE MA,TIRIAl AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING. THE eonou SHALL BE HANO flNISHEO TO GRADE SO THAT THE PIPE 'MLL HAVE UNIFORM SUPPORT ALONG THE BARRR ANO BELL. AFTER THE PIPE IS JN PLACE ADDITIONAL HAND SELECTED NAllVE MAttRIAl MEETING THE REOUIREMENTS fOR BEDDING MATERIAL SHALL BE PLACED ANO TAMPED AROUND THE PIPE fOR A MINIMUM OF 4 INCHES ABO'if THE CROWN Of THE PIPE. WHEN NATI\.£ MATERIAL AT lHE TRENCH BOTIOM IS STONY OR OTHERWISE NON-UNIFORM THE TRENCH SHALL BE OVER-EXCAVATED A MINIMUM OF 6 INCHES BELOW THE SPEClflEO GRADE ANO A LAYER Of" PIPE BEDDING MATERIAL SHAU. BE FURNISHED ANO PLACED BY THE CONTRACTOR TO THE SPEOflED GRADE. AFTER THE PIPE IS IN PLACE ADDITIONAL HANO SELECT[[) NATIVE MAlERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN Of THE PIPE. IF THE NATIVE MATERIAL AT THE TRENCH BOTIOM IS UNSUITABLE FOR FOUNDATION PURPOSES OR WILL HAVE OlfflCULT'r PROVIDING UNIFORM BEARING FOR THE PIP£, SUCH MAlERIAL SHALL BE REMOVED AND REPLACED WITH A MINIMUM OF 6 INCHES Of COMPACTED FOUNDATION MATERIAL THE BEDDING MATERIAL SHALL 8£ CARRIED UP EVENLY ON BOTH SIDES Of THE Plf£ SIMULTANEOUSlY IN APPROXIMATELY 6-INCH LAYERS AND EACH LAYER lHOROUGHLY COMPACTED WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING OR DISTURBING THE COMPLCTED PIPELINE. ALL BEDDING AND NATIVE MATERIAL SHALL BE STORED AWAY FROM THE EDGES OF EXCAVATION ANO Off THE PA\1£0 ROADWAY AND SHOULDER. ALL TRENCH BACKFILL SHAU. BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DENSITY WITHIN THE RIGHT-OF- WAY AND IN All AREAS (PAVED AND UNPAVED) WHERE STREETS, ROADWAY SHOULDERS, DRIVEWAYS, SIDEWALKS, OR PARKING LOTS WILL BE CONSTRUCTED OR RECONSTRUCTED OVfR THE TRENCH EXCE?T FOR TRENCHES OVER 8 FEET IN DEPTH. 'M-!EN THE TRENCH DEPTH EXCEEDS 8 FEET, TRENCH BACKFILL UP TO 4 FEET FROM THE TOP OF TJ-lE TRfNCH MAY BE WATER SETTLED OR MECHANICALLY COMPACTED TO 90% OF T.;E MAXIMUM DENSITY. THE REMAINING TOP 4 FEET OF THE TRENCH SHALL THEN BE MECHANICALLY COI.IPACTEO TO 95% Of THE MAXIMUM DENS!TY. IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR TRA!TIC, TRENCH BACKFILL FROM n-JE PIPE TO WITHIN J FEET Of THE SURFACE SHALL BE COMPACTED TO 90% OF lr:E MAXIMUM DENSITY. THE UPPER 3 FEET SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY. ALL DENSITIES SHALL BE DETERM!N£0 BY TESTING PER THE MODIFIED PROCTOR ME"THOO, ASTM 01557. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DENSITY TEST REPORTS CERTIFIED BY A PROFESStONAL ENGINEER REQSTERED IN THE STATE OF WASHINGTON. A MINIMUM or ONE TEST SHAlL BE TAKEN WITHIN EVER'I' 500 fEET OF TRENCH LENGTH ANO AT DEPTHS UP TO 5DX Of TRENCH DEPTH, OR AS DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE OR GOVERNING ROAD AGENCY. COMPACTION Of LATERALS OR SERVICE LINE TRENCHES SHALL BE TESTED WHERE DIRECTED BY TH( RESIDENT PROJECT REPRESENTATIVE OR GOVERNING ROAD AGENCY. TESTING Of CDF SHALL BE IN ACCORDANCE 'MTH ASTM 04832. BACKFILL SHALL BE PLACED 1N UNIFORM LOOSE LAYERS NO MORE THAN 12-INCHES THICK ANO MECHANICALLY COMPACTED AS SPECIFIED, IN ANY TRENCH v.tiERE THE SPECIFIED COMPACTION CANNOT BE ACHIEVED WITH NATIVE BACKFILL, THE TOP 4 FEfT SHALL BE REPLACED ANO COMPACTED TO 95X OfC THE MAXIMUM DENSITY WITH IMPORTED BANK RUN GRAVEL THE ENGINEER RESERVES THE RlGHT TO REQUEST A COMPACTION TEST AT ANY TIME ON THE BACKFILL MATERIAL. !N CUTS TRANSVERSE TO THE ROAD ALIGNMENT AND AT All UTILITY CROSSINGS, THE ENTIRE TRENCH SHALL BE BACKFILLED wtlH CRUSHED SURFACING. BACKFIU SHALL BE PLACED ANO MECHANICALLY COOP ACTED IN 1-°FOOT MAXIMUM LIFTS. AFTER BACKFILL ANO COMPACTION, AN IMMEDIATE: COLD MIX PATCH SHALL BE PLACED AND MAINTAINED (N A MANNER ACCEPTABLE TO THE GOVERNING AG£NcYS INSPECTOR UNTIL REPLACED WITH A PERMANENT HOT MIX PATCH. ALL PIPE AND FITTINGS SHALL BE LAID "IN THE ORY' UNLESS OTHERwtSE APPROVED BY ENGINEER. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USJNG WELL POINT SYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS APPROVED B'I' THE ENGINEER. OEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER L.£\IEL IN ADVANCE Of THE EXCAVATION ANO MAINTAIN IT CONTINUOUSLY TO KEfP THE TRENCH BOTTOM ANO SJOES FIRM AND ORY. CONTRACTOR SHALL SUBMIT THE OEWATERING PLAN TO ENGINEER fOR REVlEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY DEWATERtNG WORK. AU DEWATERING EFFLUENT SHALL BE ROUTED THROUGH A OEWATERING POND PRIOR TO RELEASE. GROUNDWATER SHALL BE CONTROLLED SUCH THAT SOFTENING OF THE BOTIOM OF EXCAVATIONS OR FORMATION Of "QUICJ<" CONDITIONS OR ~BOILS" DURING EXCAVATION SHAU. BE PREVENTED ANO NO SOIL SHALL BE ERODED INTO THE EXCAVATION FROM THE SIDES OF EXCAVATION. DEWAlERING S"Y'STEMS SHALL BE DESIGNED ANO OPERATED SO AS TO PREVENT REMOVAL OF THE NATURAL SOILS. CONTRACTOR SHALL AT ALL TIMES HAVE ON HANO SUFFICIENT PUMP!NG EQUIPMENT AND MACHINERY IN GOOD YKIRKING CONDITION FOR ALL ORDINARY EMERGENCIES, INCLUDING P0v.£R OUTAGES, AND SHALL HAVl:: AVAILABLE AT ALL TIMES COMPETENT WORKERS FOR THE OPERATION Of SAID EQUIPMENT. CONTRACTOR SHALL CONTROL SURFACE RUNOFF" SO AS TO PREVl::NT ENTRY OR COLLECTION OF WATER IN EXCAVATIONS. CONTRACTOR SHALL MAINTAIN THE UNDISTURBED STATE Of THE FOUNDATION SOILS ANO ALLOW THE PLACf:'.MENT OF ANY BACKFILL TO THE REQUIRED DENSITY. THE RE1.£ASE OF GROUNDWATER TO ITS STAllC LEVEL SHALL BE PERFORMED tN SUCH A UA~ER AS TO MAINTAIN TH( UND1STUR8EO STATE OF THE NATURAL FOUNDATION SOILS, PREVENT DLSruRBANCE Of COMPACTED BACKFILL. ANO PREVENT FLOTATION OR MO\.£MENT Of STRUCTURES ANO PIPELINES. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING 'MTH All PERMIT REQUIREMENTS ANO PRO'vlSIONS FOR MONITORING AND MANAGING WATER OISC!-1ARGED fROM THE EXCAVATION. ~Exhibit D ' ' 3. CONNECTION .-o EXISTING SEWER SYSTEM CONNECTIONS TO EXISTING LINES SHALL BE MADE ONL ¥ wt TH THE 'f;RITTEN APPROVAL OF SOOS ~EEK WATER & SE"WER DISTRICT. THE CONTRACTOR SHALL N011FY THE DISTRICT'S FlElO REPRESENTATIVE ANO OTHER UTILITIES AT LEAST 48 HOURS !N ADVANCE Of ANY CONSTRUCTION ANO MAKE THE NECESSARY ARRANGEMENTS WITH THE OlSTRICrs FIELD REPRESENTATIVE FOO THE CONNECTION ro· THE EXISTING SEWER SYSID.i. TttE CONTRACTOR SHALL FURNISH All MATERIAL, EQUIPMENT AND.LABOR NECESSARY F'OR MAKING THE CONNECTION UNOER THE SUPERVISION Of THE DISTRICT. THE 48-HOUR NOTICE REQVIREMENT SHALL NOT COUNT SATURDAYS. SUNDAYS, AND HOUDAYS. WORK SHALL NOT BE ~TARTtD UNTIL All OF THE MATERIALS, EOUIP"4ENT AND LABOR NECESSARY TO PROPERLY COMPLETE WORK ARE ASSEMBL.£0 ON THE SITE. ONCE 'NORK IS STARTED ON A CONNECTION. IT SHALL PROCEED CONllNUOUSL Y WITHOUT INlERRUPTION ANO AS RAPlbL Y AS POSSIBLE UNTIL THE CONNEC110N IS COMPLETED. BEFORE ORDERING MATERIALS FOR ANY CONNECTION TO AN EXISTING MANHOLE, CONTRACTOR SHALL EXCAVATE THE MANHOlE ANO \.£RIF'r OUTSIDE DIAMETER OF All PIPES FOR DETERMINING T'l'PES OF FITTINGS TO BE USED. CONTRACTOR SHALL COORDINATE THE WORK 'NlTH THE CONSTRVCTIOO REVIEW REPRESENTATIVE FOR THE DISTRICT. THE EXISTING SEWERS SHALL REMAIN IN SERVICE AT ALL TIMES. CONN£ClJONS TO SANITARY SEWER MANHot£S SHAL.1. BE MADE USING AN ASBESTOS-CEMENT MANHOLE ENTRY COUPLING, CONCRETE COUPUNG OR KOR-N-SEAL SOOT. PIPE CONNECTIONS INTO THE ENTRY COUPLING SHALL BE: S!ALED WITH A RUBBER RING. THE PIPE TO MANHOLE CONNECTION SHAU BE WATERTIGHT. CONTRACTOR SHALL RE-otANNEL EXISTING MANHOLE AS NECESSARY TO SMOOTHLY DIRECT THE FLOW INTO ll-lE EXISTING SYSTEM. ANY LEAKS IN THE ENTRY COUPLINGS OR OTHER AREAS CREA TED VtHILE. CONNECTING TO THE EXISTING MANHOLE SHALL 8£ SEALED WITH STRATA TECH ST-520 INJECTION RESIN OR APPROVED EOI.JAL All WATER ANO/OR CONSTRUCllON DEBRIS SHALL BE REMOVED FROM NEW SEVIERS ANO NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. THE CONTRACTOR SHALL SE RESPONSIBLE FOR FLUSHING OUT AND CLEANING ANY EXISTING SEWERS INTO WHlot GRAVEL. ROCKS OR OlHER DEBRIS HAS ENTERED AS A RESUlT Of THE CONTRACTOR'S Of'ERATIONS, AND SHALL PAY FOR REPAIR TO llfT STATIONS OR OTHER FACILITIES DAMAGED BY THE CONTRACTO!fS OPERA llONS. All F\.USHING WATER SHAU BE PUMPED FROM UPSTREAM MANHOLES OR SEWER LINES ANO SHALL NOT BE ALLOWED TO ENTER THE EXISTING SEWER. 4. SEPARATION OF UTILITIES MINIMUM SEPARATION BETY/EEN SEWER AND WATER MAINS SHALL CONFORM TO SECTION Cl-9.1 OF THE CRITERIA fOR SEWAGE WORKS DESIGN AS PUBLISHED BY THE DEPARTMENT OF ECOLOGY 1N DECEMBER 1998. MINIMUM SEPARATION BETWEEN OTHER UTILITIES SHALL 9E S INCH£$ W.Tl-! A SAND CUSH!ON. PUGET SOUND ENERGY VAULTS, HAND HOLES AND LICHT STANDARDS SHALL 8E l9CATED NO CLOSER THAN 10 FEET FROM ANY SEWER MAINS AND sruB SERVICES. DEVELOPER SHAL.1. BE RESPONSIBLE F'OR COORDINATION OF VAULTS, HAND HOLES, AND LIGHT STANDARDS WITH THE SEWER SmB SERVICES. NO CONSTRUCTION SHALL START UNTIL THE .DEVELOPER HAS FURNISHED THE ENGlNEfR WITH A WORK SKETCH FROM PUGET SOUND ENERGY. 5. THRUST BLOCKING WHEN DIGGING NEAR FITTINGS ON EXISTING PIPELINES, TEMPORARY BLOCKING SHALL BE INSTALLED TO PREVENT BLOWOUTS. BLOCKING SHALL ALLOW fOR ANY CONNECTIONS TO THf:: FITTING TO BE REMOVED WITHOUT DAMAGING THE FITTING. THRUST BLOCKING SHALL CONFORM TO THE STANDARD DETAILS. WHERE UNFAVORABLE GROUND CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCK!NG MAY BE REQUIRf.D AS DIRECTED BY THE ENGINEER IN THE flELD. 6. SEWER MAIN TESTING GRAVITY SEWERS AND APPURTENANCES SHALL BE TESTED AFTER Bf<.CKFILLING BY THE LOW-PRESSURE AIR METHOD, EXCEPT \\HERE THE GROUND WATtR TABLE IS SUCH THAT .THE ENGINEER MAY REQUIRE THE INFIL lRA TION TEST. FINAL ACCEPTANCE OF THE SEYl£R MAIN INSTAll.ATION WILL BE SUBJECT TO THE DISTRICT'S RESOLUTION NO. 1904-S, "WrlJCH ALLOWS A MAXIMUM PONDING OEPTH Of" 3/4-INCH. IN THE EVENT Of CONFLICTS BETWEEN THE STANDARDS ESTABLISHED IN RESOLUTION NO. 1904-S ANO THE STANDARDS SPECIFIED IN SECTION 7-17.3(2) OF THE STANDARD SPECtflCATIONS, 'THE STANDARDS Of 'THE RESOLUTION Will TAKE PRECEDENCE. 7. REPAIR OF PIPELINE FAILURES BROKEN OR OTHERWISE OEFECllVE PIPE SHALL BE REMO\.'ED ANO REPLACED. REPAIR BANDS OR CLAMPS.SHALL NOT BE USED TO REPAIR BROKEN PIPE. 8. JACKED CROSSING AT LOCATIONS SHOWN ON THE DRAWINGS, SEWER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY JACKING. DRIVING, OR AUGURING A STEEL CASING PIPE BENEATH THE SURFACE. ALIGNMENT AND GRADE OF CASINGS rLIRN!SHEO SHALL BE SUCH THAT NO AODlllONAL f1TTINGS AAE NECESSARY TO MAKE THE CONNECTION. IF THE CASING DOES NOT MEET THIS REQUIREMENT, IT SHALL BE ABANDONED BY FIWNG THE CASING V.,TH MO!ST SANO ANO A NEW CASING INSTALLED TO MEET THE LINE AND GRADE REQUIREMENTS. NO OPEN EXCAVATION SHALL BE MADE CLOSER TI-JAN 6 FEET rROM THE EOGE OF PAVEMENT. DIAMETER OF CASING PIPE SHALL BE SUFFICIENT TO ALLOW INSTALLAllON OF THE SEWER MAIN. WALL THICKNESS SHALL 8£ SUFFICIENT TO WITHSTAND INSTALLATION FORCE ANO HIGHWAY LOADING WITH A MINIMUM THICKNESS Of 1/4-INCH. AFTER THE SEWER MAIN HAS BEEN AO.A.JSTED TO GRADE, MOIST SAND SHALL BE TAMPED INTO 7HE CAS1NG PIPE SO THAT ALL VOIDS Will BE FlLLEO. MANUFACTURED CASING SPACERS THAT PROHIBIT MOVEMENT Of THE PIPE IN ANY DIRECTION 'MTHIN THE CASING MAY BE USED IN' LIEU Of RWNG THE VOJO BETWEEN THE SEWER MAIN ANO THE CASING WALL WITH SANO. 9. WATER SUPPLY WATER SUPPLY fOR FlWNG, TESTING AND ftUSHING OF THE NEW SEWER MAINS MAY BE AVAILABLE FROM THE EXISTING WATER OISTRIBUTIOO SYSTEM. HOl't£\IER, THE WATtR DISTRICT Will BILL THE CONTRACTOR FOR THE WATER USED AT THEIR CURRENT FIRE HYDRANT METER RATE. THE CONTRACTOR MAY PROVIDE HIS OWN METERING FACILITIES, TO THE SAnSFACTION Of THE WATER DISTRICT OR ACCEPT THE QUANnm:s ESTIMATED BY THE WATER DISTRICT. 10. EXISTING UTILITIES EXISTING UTILITIES SHOWN ON "THE DRAWINGS HAVE 6EEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER. UNDER NO CIRCUMSTANCES WILL ERRORS 00 OMISSIONS IN THE LOCATION Of UTILITIES OR IMPROVEMENTS BE CONSIDERED AS A BASIS FOR EXTRA OR ADDITIONAL COM PENSA llON TO THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES 'M:ll ENOUGH IN ADVANCE Of THE EXCAVATION TO PREVENT DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE fOR ANY DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT. 11. WARRANTY PERIOD THE DEVELOPER MAKING TliE APPUCA TION FOR A LINE EXTtNSION, ANO HIS CONTRACTOR, SHALL BE RESPONSIBLE fOR THE MATERIALS ANO FOR SATISFACTORY OPERATION Of lHE FACILITY fOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE Or THE COMPLETED PROJECT ANO THE BILL Of SALE TO THE DISTRICT. . '------------------------------ • SAVE-OFFICIAL FILE R&.l.EST,O,T( l'I ELCI SERviefS AUG -12006 COVfNr::Tn .. , ~ ~~ ~ u " ~ . ~ ~ ~ i • < 0 • ~ i ~ 0 • • ~( :r ~ 0 "' 0:: 1- W c f-_ ~ [: Cf. ::.:::-we Wo: 0:: LL 035: U)W Ou; 0~ U) 8AS( MAP Sl-fCCT i ' ;; i !> I ;; f / • " I i ~ ! I ; ! ;, ~ 0 0 • MATERIALS PIPE GRA'¥1TY SEWERS AND S£R\/1CES SHALL BE CONSTRUCTED OF PVC PIPE CONFORMING TO SECTION 9-05.12 OF THE STANDARD SPECIFICATIONS UNLESS SHO'M>I OlHERWISE ON DRAWINGS. PVC GRAVITY SEWER MAIN AND PVC GRAVITY SEWER SERVICE PIPE SHALL BE CONSIDERED FLEXIBLE CONDUIT. PVC C()dPOUND SHAU MEET THE REQUIREMENTS OF ASTM D 17S4 FOR CLASS 12~54-B PVC. DUCTILE IRON PIPE (CLASS 52) MAY BE USED lN UEU OF PVC PIPE PROVIDED Tl-IE DUCTILE IRON PIPE IS LINED Wini EPOXY, POC..YURflHANE, OR SEYlf'ERCOAT AS MANUFACTURED BY LAFARGE CALCIUM ALUMINATES OR APPROvtO EQUAL ALL LININGS SHALL BE APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. A. EPOXY-UNEO OUCTIU: IRON PIPE ANO POLY-LINED DUCTILE IRON PIPE SHALL HA'wE EPOXY Cfi POLWRETHANE, RESPECTIVELY, APPLIED TO ALL EXPOSED INTERIOR SURFACES PER THE MANLr-ACnJRER"S RECOMMENDATIONS. 8. POLYURETHANE LININGS SHALL CONSIST OF POL'l'JSOCYANATE RESIN ANO POLYOL RESIN MIXED AT A 1:1 RAllO AT THE TIME OF THE APPUCAllONS ANO APPLIED TO A DRY FILM lHICKNESS Of' 40 MILS (0,040 INCHES). COATING lHICKNESS WITHIN lHE BELL SOCKET INTERIOR ANO ON TI-IE SPIGOT £NO OF THE PIPE EXTERIOR SHALL BE 8 MILS (0.008 INCHES) NOMINAL Wini A MAXIMUM lHIO<NESS OF' 10 MILS (0.010 INCHES) IN ~ TO MINIMIZE POTENTIAL DIMENSIONAL ASSEMSL Y PROBlEMS. THICKER COATS MAY BE ALLOWED PROVIDED FINAL DIMENSIONS ARE WITHIN ALLOWABLE TOLERANCES AFTER Tl-IE COA.TING, THE LINING SHALL PROVIDE AN ASTM 016 TYPE V SYSTEM. C. SEYIPERCOA.T JS A CALOUM ALUMINA.TE MORTAR MADE OF FUS£D CALCIUM ALUMINA.TE ANO CALCIUM ALUMINA.TE . AGGREGATES. THE LINING SHALL BE AFPLIED TO A THICl<NESS OF 125 MILS (0,125 INCHES) FOO 12-lNCH AND SMALLER DIAMETER PIPES AND 3/16 INCHES F'OR PIPES LARGER THAN 12 INCHES IN DIAMETER. CRACKS IN THE LINING, OTHER THAN CLOSED HAIRLINE CRACKS ANO/OR FINE CRAZlNG ARE NOT ACCEPTA.Bl.E. A SEAL COAT SHAU BE APPLIED TO ANY SE:WPERCOAT LINING. 0. lHE EXTERIOR OF All. DUCTIL£ IRON PIPES SHAU. BE COATED ~TH 1 MIL (0.001 INCHES) OF BITUMINOUS PAINT ACCORDING TO ANSl/AWWA C151/A21.51. 2. SIDE SEWER SERVICES All. SIDE SER\1CES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SECTION 7-18 OF THE STANDARD SPECIFICATIONS AND THE CURRENT RtSOLUlJONS Of THE DISTRICT, w-ifCH ARE lt(90RPORATED HEREIN BY REFERENCE. SIDE SERVICE CONSTRUCTIQ\I SHALL FOL.LOW lHE INSTALLATIOO Cf' MAIN LINES AS CL0S£LY AS PRACTICAL IN THE a>INION OF THE DISTRICT. CONTRACTOR SHALL INSTALL THE PIPE TO A MINIMUM DEPTH AT THE PROPERTY LINE Of 5 FEET BELOW THE FLOOR TO BE SERVED OR 5 FEET BELOW THE STREET CENTERLINE WHICHE'¥£R IS DEEPER. IN CASE.S OF VACANT PROPERTIES OR PROPERTIES VACANT BEYOND 150 FEET F'ROM SEWER MAIN, THE S!OE SE'M:R SHALL BE CONSTRUCTED WITI-1 A MINIMUM SLOPE OF 211i FROM THE TEE, UNLESS OTHERWISE APPROVED BY THE DISTRICT IN WRITING. AU. STUB SERVlCES SHALL TERMINATE 'NITH A 6-INCH WATERTIGHT CAP AT THE PROPERTY ANO/OR EASEMENT LINE, OR 10 F'EET PAST AT THE OPTION OF THE DEVELOPER. ALL ENDS OF STUB SERVICES SHALL BE MARKED SY A 12-GAUGE GALVANIZED WIRE AND A 2-INCH BY 4-INCH llMBER. THE \\-1RE SHALL EXTEND VERTICALLY FROM THE CAPPED END TO THE GROOND SURFACE ANO SHALL BE ATTACHED TO ,HE TIMBER FROM END TO ENO. Tl-iE TIMBER SHALL EXTEND FROM THE CAPPED END TO A MINIMUM OF 12 INCHES ABOVE THE GROUND AND SHALL BE PAINTED TRAFFIC 'M-IITE WITH THE WORD "SEWER" STENCILED ON 'MTH BLACK PAINT. THE END OF THE TIMBER SHALL BE MARKED IN PERMANENT INDEUBLE INK WITH THE LENGTH OF THE TIMBER JNSTALLED. NEITHER THE WIRE NOR 2" X 4" TIMBER SHALL SE SECURED OR ATTACHED TO TI-IE SEWER PIPE. ALL SIDE SERVICfS SHALL SE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN LINE SEWER IS TESTED FOR ACCEPTANCE. ALL 6-INCH SlUBS INTO MANHOLES TO MATCH CROWNS, 3. MANHOLES MANHOLES SHALL 8E PR£CAST CONCRETE UNLESS OTHER'M"SE SP£C1FlED. MANHOLES SH.All BE SIZED AS INDICA"TEO ON THE DRAWINGS ANO SHALL CONFORM TO WSDOT/AWWA STANDARD PlAN B-2JA EXCEPT WITH ECCENTRIC REDUCING CONES. POURED IN PLACE BASES SHALL NOT BE ALLOWED. MAXIMUM ALLOWABLE DIMENSION FROM TOP OF CONE TO TOP Of CASTING SHALL BE 20 INCHES. INTERNAL CONCRETE CHANNELS. BENCHES AND FILLETS SHALL BE F'ORMEO USING LOW SHRINKAGE Ct.ASS 40000 5 SACK MIX INITH PEA GRAVEL TO Va-INCH (MAX SIZE) AGGREGATE CONFORl,UNG TO SECTION 15-02.J Of THE STANDARD SPECtf1CA110NS. THE WATER-CEMENT RATIO SHALL NOT EXCEED 0.38. A WATER REDUCING ADMIXlVRE SHAU. BE INCWOED IN THE MIX. LADDER RUNGS SHAU.. BE 1-INCH DIAMETER DEFORMED BAR, GALVANIZEO SAFETY-TYPE STEPS OR POLYPROPYliNE SAFETY STEPS MEETING THE REQUIREMENTS Of ASTM C-478, AASHTO M-f99, AND ALL WISHA AND OSHA SPECIFICATIONS. THE POI.. YPROPnENE. CONFORMING TO ASTM D -4101, SHALL BE INJECTION MOlDED AROUND A 1/2-INCH ASTM A 615 GRADE 60 STEEL REINFORCING BAR. COVERS SHALi,. BE OL 'l'MPIC FOUNDRY MODEL NO. MH:50 ADT OR APPROVED EOUAL AND SHALL BE 24-INCH DIAMETER CAST IRON OR DUCTILE IRON Willi TI--IREE 5/8 INCH DIAMETER X 1 1/2 INCH LONG COUNTERSUNK N.C. STAINLESS STUL SOCKET HEAD CAP SCREWS ANO SINGLE 1-INCH DIAMETER un HOlE LOCATED APPROXIMATELY 3 INCHES FROM THE OUTSIDE.: EDGE Of THE COVER. PROVIDE 5/8 INCH X 2 1/2 INCH STAINLESS STEEL CARRIAGE BOLT INSTALL.ED IN MANHOLE LIFT HOI...£. UOS SHALL HAVE A NON-SKID PAffiRN CAST INTEGRALLY ON TOP Will-I THE WORD "SEYl£R~ CAST IN 3-INCH RAISED U:TTERS. RING AND COVER SHALL HAVE ONE OF THE LOCK DOVtN 80L TS CENTERED DIRECll Y OVER THE ACCESS LADDER. All. MANHOLE COVERS LOCATED IN SIDEWALKS OR DRIVEWAYS SHALL SE OLYMPIC FOUNDRY NO. 30 AOT SMOOTI-1 DESIGN OR APPROVED EQUAL WITH LOCKING UD AND 6-lNCH CASTING RING AND THE WORD "SEWER" CAST INTEGRALLY ON TOP IN J-INCH RAISED U:TTERS. MANHOlE SECTIONS SHALL HA VE RUBBER GASKET JOINTS CONFORMING TO ASTM C -4-43. All MANHOLE JOINTS AND PICK HOLES SHALL BE SEALED F'ROM Tl-IE INSIDE ANO THE OUTSIDE WITH A SAND ANO PORTLAND CEMENT CONCRETE MIX. CONTRACTOR SHALL PROVIDE AN 8--INCH THICK BY 6-FOOT "'10£ ASPHALT OR CONCRETE COLLAR AROUND THE RIMS OF' ALL MANHOLES LOCA TEO IN UNIMPROVED AREAS, LANDSCAPED AREAS, EASEMENTS, AND All. 01HER UNPA\'£0 AREAS. THE ASPHALT OR CONCRETE COLLAR SHALL SLOPE. AWAY FROM Tl-IE MANHOLE RIM. 4. IMPORTED GRAVEL MATERIAL PIPE BED.DING SHALL CONFORM TO SECTION 9-03.16 OF THE STANDARD SPECIFICATIONS. FOUNOATION GRAVEL SHALL CONFORM TO SE:C110N 9-03.17 OF Tl-IE STANDARD SPECIFlCA.TIONS. BANKRUN GRAVEL FOR TRENCH BACKFILL SHALL CONFORM TO SECTION 9-03.19 Of THE STANDARD SPECIFICATIONS, EXCEPT AT lRANS'v£RSE CUTS TO THE ROAD ALIGNMENT OR AT UTILITY CROSSINGS, WHICH SHAU BE BACKFtlLEO WITH CRUSHED GRAVEL SURFACING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOv1NG AND DISPOSING OF ANY EXCESS EXCAVATED SOIL MATERIAL AT AN APPROVED DISPOSAL SITE. Exhibit E 5. CRUSHED GRAVEL SURFACING CRUSHED GRAVEL SURFACING SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(.3,) OF' THE STANDARD SPECIF"ICA TI0NS. 6. ASPHALT CONCRETE PATCH AND OVERLAY ASPHALT CONCRETE SURFACING FOR PATCHING ANO OVERLAY SHALL CONFORM TO SECTION 5-04.2 AND 5-04.3 Of THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACING SHALL MEET CLASS B GRADING REQUIREMENTS. SURFACE RESTORATION 1. OFFSITE SURFACE RESTORATION All PAVED OR UNPAVED SURF'ACES OR EASEMENTS SHAU. BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT YIHICH EXISTED PRIOR TO CONSTRUCTION. COOSTRUCTION AREA IN ALL UNIMPRO'w'EO AREAS SHALL 8£ FINE GRADED UPON SUCCESSFUL INSTALLATION Of lHE SEWER IMPROVEMENTS. AU. TREES. SHRUBS ANO OR OTHffi IMPROVEMENTS SHALL BE SAVfD. RELOCATED, OR REPLAC£D SY CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN TH[ EASEMENT STIPULATIONS. RESTORATION SHALL BE TO lHE SATISFACTION OF THE DISTRICT, PROPERTY O'M<!ER, OR GOVERNING ROAD AGENCY. PRE:CONSTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE RESTORATION. 2. ROAD SHOULDER RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES BELOW ORIGINAL STREET GRADE TO PROVIDE FOR PLAC£MENT Of THE NEW SUBGRAOE ANO PAVING. THE St.JBGRADE SHALL BE CONSTRUCTED OF 1 t/4-INCH MINUS C!ruSHED SURFACING BASE COURSE PLACED TO A COMPACTED THICKNESS OF 2 1/2 INCHES, FOLLOWED BY 5/8--,INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTEO Tl-llCKNESS Of 1 1/2 INCHES. CU.SS B ASPHAJ.T CONCRETE SHAU. THEN BE PLACED ANO COMPACTED IN 2-INCH uns UP TO A MAXIMUM 4-INCH THICKNESS TO MATCH EXISTING PAVEMENT THICKNESS. MINIMUM THICKNESS SHALL BE 2 INCHES. Tl-!E SHOULDER SHALL BE REPLACED TO lHE EXISTING F'OG LINE IN AREAS Y,tiERE THE EXISTING ASPHALT SHOULDER IS SERIOUSLY DIS1UR8ED, OR AT THE ENGINEER'S DISCRETION. RESTORATION OF' GRAVEL SHOULDERS SHALL INCLUDE A MINIMUM OF 1 1/2 INCHES OF CRUSHED SURFACING TOP COURSE AND 2 1 /2 INCHES Of CRUSHED SURF ACING BASE COURSE. 3. ASPHALT SURFACE RESTORATION WITHIN RIGHT-OF-WAY THE EX/STING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE BY SAWCVTTING, JACK-HAMMERJNG OR OTHER APPROVED METHOD PRIOR TO EXCAVATION TO PROVIDE A COrHINUOUS WlE. FOLLOWING PROPER 8ACKF!LL AND COMPAcnoN Of" TI--lE TRENCH. THE EDGES OF THE SURFACING SHALL BE RETRIMMED 6 INCHES WIDER THAN THE EXCAVATION WJTH STRAIGHT VERTICAL EDGES FREE FROM IR!s~GULARITIES. A 1 1/4-INCH MINUS CRUSHED SURF'ACING BASE COURSE SHAU. 8£ PLACED TO A COMPAcTrn THICKNESS OF -4 1/2 INCHES, FOLLOWED BY 5/6- INCH MINUS CRUSHED SURF'ACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 2 INCHES. CLASS B ASPHALT CONCRETE SHALL THEN BE PLACED ANO COMPACTED IN 2-!NCH LIF'TS TO MATCH THE EXISTING THICKNESS AND GRADE OF THE ORIGJNAL SURFACE. ASPHALT PATCH SHALL HAVE A MINIMUM THICKNESS Of 2 INCHES ANO A MAXIMl,JM THICKNESS Of -4 INCHES. THE ASPH,',LT PATCH SHALL THEN BE OVERLAIO WITH A MINIMUM OF l 1/2 INCHES COMPACTED a.ASS B ASPHALT COHCRElE, ASPHALT OVERLAY SHALL BE PRE-LEVELED AS DETERMINED SY THE RESIDENT PR0£CT REPRESENTATIVE OR ENGINEER. No OVERLAY SHALL BE REQUIRED If THE FlNAL TRIMMED EDGE OF THE ASPHALT PA.TCH DOES NOT ENCROACH INSJOE THE FOG UNE OR, IN LIEU OF A FOG LINE, WITHIN 12 FEET F"f«)M 1HE EXISTING CENTERLINE Of THE ROAD. ENGINEER RESERVES THE RIGHT TO REQUIRE AN 01/ERLA Y ON ANY stCTION. If" THE EDGE Of THE ROAD IS CURB AND GUTTER, THEN THE ASPHALT PATCH SHALL EXITND TO THE EDGE Of THE CURB UNLESS INDICATED OTI-IERWISE BY Tl-IE ENGINEER OR GOVERNING ROAD AGENCY. ALL ASPHALT JOINTS SHALL BE SEAL.ED WllH APPROVED SEALER. CONTRACTOR SHAU. REPLACE EXISTING STRIPING AND PAVEMENT MARKINGS AS REQUIRED BY THE ROAD AGENCY WITH JJRlSDJCTION. CONTRACTOR SHALL MAINTAIN TEMPORARY COLD OR HOT MIX ASPHALT PATCHES DAILY DURING CONS1RUCTION TO THE SATISFACTION OF THE GOVERNING ROAD AGtNCY AND THE ENGINEER UNTIL SAID PATCH IS REPLACED WITH A PERMANENT HOT PATCH. THE PERMANENT HOT MIX ASPHALT PATCH SHALL BE PLACED AND SEALED W!TH A PAVING GRADE ASPHALT WITHIN JO CALENDAR DAYS. CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECTION 6-02 Of THE STANDARD SPEC!FlCATIONS. ANY CONCRETE PAVEMENT TRAFFIC LANE AFFt.CTED BY THE TRENCHING SHALL HAVE All. AFFECTED PANELS REPLACED. CEMENT ~CRETE PAVEMENT SHALL BE RESTORED WITH AN 8-SACK MIX, USING EITHER TYPE II OR nPE Ill CEMENT-WITHIN 30 CALENDAR DAYS. 4. CURBS, GUTTERS, AND SIDEWALKS EXISTING CURBS. GUffiRS, AND SIDEWALKS DAMAGED BY COOSTRUCTION Of" THE PROJECT OR Tl-IE CONTRACTOR'S USE ANO ACTIVtTY, SHALL BE REPAIRED TO THE SATISF'ACTION 'Of THE PROPERTY O'NNER, THE DISTRICT, THE ROAD AGENCY W!TH JURlSOICTION, AND TO ITS ORIGIMAL CONDITION OR BETTER. 5. NON-PAVEMENT RESTORATION WITHIN RJGHT .OF-WAY CULTIVATED LAWNS SHALL BE RESTORED YllTH SOD, RESEEDING Of" CULTIVATED LAWNS 'MLL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF' PROPERTY Ov.t>IER, DISTRICT, AND ENGINEER. UNCULTIVATED LAWNS, PASlVRE ANO VACANT LANO SHAU. BE RESTORED \l.'llH A PASTlJRE GRASS IAEEllNG THE FOLLOWING REQUIREMENT$. SEED MIX: 40:t PERENNIAL RYEGRASS 10~ WHITE Ct.OVER 30% FESCUE 20% RED CREEPING FESCUE APPLY AT TI-IE RATE OF' 100 POUNDS PER ACRE MULCH: SIL VA FIBER MULCH APPLIED AT 1500 TO 2000 POUNDS PER ACRE. FERTILIZER: COMMERCIAL MIX 10/20/20 OF NITRATE.. PHOSPHATE AND POTASH APPLI£0 AT RATE OF 450 POUNDS PER ACRE. 6. FINAL UTILITY ADJUSTMENT TO FINISH GRADE ALL UTILITY COVERS 'i'tHICH ARE LOCA TEO ON PROPOSED ASPHALT ROADWA. YS SHAU. BE TEMPORARIL 'r' PLACED AT SUB-GRADE ELEVATION PRIOR TO PLACING CRUSHED SURFACING MATERIAL. FINAL ADJUST\!ENT Of ALL COVERS AND ACCESS ENTRIES SHALL 8E'MAOE FOLLOIMNG FlNAL PA\1NG BY SAW-CUTilNG OR NEAT-LINE JACK- HAI.IMERING Of THE PAVEMENT AROUND LIDS AND CO',£RS. OPENING SHOULD NOT BE LARGER TI-IAN 12 INCHES BEYOND THE RADIUS OF THE COVER. CONTRACTOR SHALL THEN REMOVE BASE MATERIAL. SURFACING COURSE. ANO FRAME; A,00 RAISING BRICKS; ANO.REP'-ACE f'RAME ANO COVER TO FINISH GRADE. Fill. ANO M'ECHANICALl.Y COMPACT AROUND THE SlRUCl\JRE ANO FRAME WITH CRUSHEO SURFACING MATERIAL OR A7B, OR POUR A 5-INOi UINIMUM THICKNESS OF CONCR;ETE CLASS J000 TO WITHIN 2 INOiES OF' THE SURFACE. F'ILL THE REMAINING 2 INCHES "'1TH ASPHALT CONCRETf. CLASS B HOT MIX, COMPACTED ANO SEALED TO PROVIDE A DENSE. UNIFORM SURF'A.C(. FINAL AO.AJSTMENT OF. A'...L COVERS AND ACCESS ENTRIES SHALL BE COMPLETED WITHIN 30 OA'l'S OF FINAL PAVING. 7. FINAL CLEANUP THE DEVELCf'ER/CONTRACTOR SHALL CLEANUP ALL ADJACENT AREAS IN COMPLIANCE Yi1TH SECTION 1-04.11 OF THE STANDARD SPEClf"ICA TIONS. STREETS AND ROAOWA YS SHALL BE CLEANED AND SWEPT BOTH OU RING AND AFTER THE INST All.A TION WORK. OISlURBED SOILS SHALL BE ANAL GRAOED. SEEDED, AND MULCHED AFTER INSTAUATION OF. THE SEWER MA.IN. IN LIMITED AREAS SEEDING AND MULCHING BY HAND, USING APPROVED METliOOS. WILL 8E ACCEPTABLr. DITCH LINES WITH EROOlBLt SOIL OR SUBJECT TO RAPID FLOWS MAY REQUIRE SErolNG. .AJTE ~ATlJNG, NETTING, OR ROCK L.NING TO CONTROL EROSION. ANY SILTING OF DOWNSTREAM DRAINAGE F'ACIUTIES, WHETHER DITCHES OR PIPE AND CATCH BASINS, M-IICH RESULTS F'ROM THE SEWER MAIN INSTALLATION SHALL 8£ CL[ANEO OUT ANO T}£ WORK SITE RESTORED TO A STABlE CONDITION AS PART OF' SITE CLEANUP. 8. TRAFFtC CONTROL THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE F'OR INTERIM lRAfFlC CONTROL DURING CONSTRUCTION ON OR ALONG TRAVELED COUNTY ROADWAYS. TRAFFIC CONTROL SHAU. FOLLOW Tl-IE GUIDELINES Of SECTION 1-07.2J Of THE STANDARD SPECIFICATIONS. All. BARRICADES, SIGNS, AND FLAGGING SHALL CONfORt.l TO ll-1£ REQUIREMENTS Of THE MUTCO MANUAL. SIGNS SHALL BE LEGIBLE AND VISl8LE AND SHOULD m; REMOVED A f THE END Cf' EACH \YORK DA'( IF NOT APPLICABLE AFTER COOSTRUCTION HOURS. WHEN ROAD CLOSURES CANNOT BE AVOIDED, THE DE'r'El.OPER OR CONTRACTOR SHALL POST "TO BE CLOSED" SIGNS A MINIMU,I Of" FIVE DAYS PRIOR TO ~ CLOSING. THE rrPES AND LOCATIONS OF THE SIGNS SHAU. BE SHO\YN ON A DETOUR PLAN, A DETOOR PLAN hilUST BE PREPARED AND SUBMITTED TO THE DIS1R1crs FIELD REPRESENTATIVE AND APPROVED BY l'HE GO\tRNlNG ROAD AGENCY PRIOR TO CLOSING ANY ROADWAYS. IN ADDITION, THE DEVELOP£R/ CONTRACTOR t.4UST NOllfY IN WRITING ALL LOCAL FlRE, SCHOOL, LAW ENF"ORCEI.IENT AUlHORITIES, METRO TRANSIT, AND ANY OlliE,~ AFFr.CTED PERSONS AS DIRECTED BY THE DISTRICrs FJEW REPRESENTATIVE AT LEAST, FIVE DAYS PRIOR TO THE ROAD CLOSURE. FIEAt ESTATE; FIEI.O S[R\olc:1;5 AUG -2 lU06 COVINGTON ~L..--------------------------------------------------------------------------~ E < illLU L) § 8. :: ~ gi Z C -.. ~ I ~ I ~ Q):icrii C:<DJif"'! -.: .... !i;l : M : i 00 C -• -!(~) cc ...., = 0 0 a:: 0: I a:: I-z w (.) I-_ 0 ~g: U) z I- ~ Cl) ~ :'5 X a_ wo w ::, w a:: ~I a:: w .,: 0 ::;; z (.) s: !l'.'. .,: C/) w w (J) 0 (f) ~ w 0 oil (J) (f) I BAS!:" -p SH[[r 4 oc DRAW/NG ~ j ~ ~ • f / " i ~ ~ ~ • ; ~ ~ ! ~ ~ ~ O~ED & MAINl~t!EP BY LOT OWNER 10' (T'r'P.) (PLAT UTII..ITY EAS£MENT) z ' ~ § ~ [ I OWNED & MAINTAINED e'fSEWER-otsmtcT DISTANCE VARIES SIDEWALK CURB STREET SURFACE s•lt6":ic6"TEST / INSTAll l/6"CAP ,o I TEE W/PLUG 0 I PROPERTY LINE II ----------------------2~ Ml C>z------------------6" PVC stVER 200% .A: :: NOlE ; SERVICE PIPE 8"ic6" TEE :=~~1:~~I~~ (TWICAL) II , s SE\liER MAIN CONSTRUCTION. (f SEW£R MAIN (TYPICAL) ELEVATION EB STUB SERVICE CONSTRUCT/ON DETAIL NTS S'IM£ll!lCN. ABOUT g CE lfA_TER MAIN ,· SEWER/WATER PARALLEL CONSTRUCTION NTS I ~. Exh1 . "''"' ~·1 8 ., 7, /! -"' 72.,.c P ff<" LV ,,; ,;toPf ~f '" ~t,Ni ,.nP {It. p.i,ll /'er fl'°" W'' "' ,, ~/ i.;,,,'"' l:!QlE;_ CONCRETE SHALL BE BRUSHED FlNISHED. IF ASPHALT IS USED IT MUST BE COMPACTED. EI) MANHOLE RIM & COVER-OFF PAVING 23 NTS it F I SID. 24~~ MANHOLE FRAME w/ LOCKING UO ECCENTRIC CONE SECTIONS AS NEEDED BASE SECTION ,7,;,. \· . \ I" ... ~ '. ·; .. '.•:, 1. HQig;_ A MINlvlUM OF ONE ADJUSTMENT RING SHAU. BE INSTALLED BETWEEN THE TOP OF CONE & THE MANHOLE COVER. rn STANDARD MANHOLE DETAIL 27 NTS I • SANITARY SEWER ~ OR OlHER UTILITY ·Jf=\-=J EXIST. A/C WATERMAlN li.U .. E.L (D COUPUNG: ASSESTOS-CEJ.IENT {A/CJ BY OIJCTU IRON (DUCJll..E IRW, ROMAC STYLE 501, OR EOIJAL~ © WC1u: IRCtl PIP£, CL 52, DIAMETER TO MA JOI EX1SllNG A/C. Q) hACl<flU. EXISTINC> >./C mo OOJPLNC 'M'ni Pt,\ GRA'wrl. TO 1' ABO',{ ""' © liACKFU UNDER WAIERUH£ \IJllH O\\l';l® RQCII COWPACJID 10 ~5X ltOO, OR CONTROL DENSITY flLl. ((Of) PER IONC COJNTY MAJ'ERM. """"""" G) Bol.CKFLt. ~ 'Ill" TCIP Cf lHE WA'IERUHE SHALL IE ~ liOCK CCIIP>.ClED TO 9:ill: lilDD, OR ~TRO.. DENSITY FlU. (CDf) PER l(ltlG COJHTY IIATERIAt. R(QUIROJEtflS, \ITHIH COi.MY ROM) lRAYEI. SIMACE:. llAO(ftl W~ Tlic: illP Of TliE M lillH NATI\£ MAW!IAL COl,jPACTEO TO ~ ltlllD IF LCIC;ATED Wlnntf EASEMENT CR lllfMPR<MD ARI.A. © A/C DISPOSAi. PER WAC17~400-015, WAC 296-65, PUll:T SOOHO AIR PO!.LUJION O:ONl'ltCI. i\GDICY RfOIJJREMENTS. A/C WATER MAIN REPLACEMENT lD_@ SANITARY SEWER CROSSING ~-,-------NTS "' 0 ' ;;; ~ ~ u J 6~ a ! ~ ~ 8 ~ ! 1 • ! ::, 0 ~ ~ w ~ SAVE-OFFICIAL FIL~! ~ m i l ij ~ & ~ ~ C -~ -~(~) I 0 ~ 0 ai:::: "' I 0:: f-z WO o f--ci5 <( 0:: z I- :?,:f-w<C (/) I-..J ::.::: Cl i'i'i ~ W z I WO::;;,:o O::w~~ 0 ~ 0:: Cl) (/) w w 0 (/) ~ 0 o1S Cl) (/) I l!l:Al. gs-rATE AElOSER'IIICES AUG -mos BAS,'.; MA~ 5 = SHEE:T COVJNGTON 'L.----------------------------------''----------------------------------..i.-----------------------------------'---------------------------------!)RAW/NG Cooper, Ted From: Cooper, Ted Sent: Thursday, September 28, 2006 9: 18 AM To: Cc: Darrell Otte (darrell.offe@comcast.net); Johnathan Kurth Uohnathank@davisreg.com) Mark Bergam Subject: Sandhu Plat Early Start (L06SR045) -Review List #1 Attachments: L06SR045 Early Start for Sandhu Plat -List 1.doc; ODES Approval Block.pd!; ADA_Ramps.pdf Hello Darrell and Johnathan, I'm sending you a copy of the Sandhu Plat Early Start (L06SR045) Review List #1 that we discussed when we met yesterday. I added one item to the end of this list (standard ODES approval block) which we also discussed in our meeting yesterday. This review list, a pdf copy of a standard ODES approval block and the most current ADA ramp details are all attached below. L06SR045 Early DDES Approval ADA_Ramps.pdf Start for Sandh ... Block.pdf (10 KB... (241 KB) In our meeting, it was decided that the current full plat plan set, TIR and structural vault plans you submitted to ODES will not be reviewed because they all require some major revisions. As a result, my review of the full plan set will be on hold until I receive revised plans and a revised TIR that address the major issues we discussed. Some of these major issues. are on the Early Start Review List #1 attached to this e-mail. Please feel free to contact me if you have any questions. Sincerely, Ted Cooper, P.E. Engineer/I Phone: (206) 296-7163 FAX: (206) 296-6613 E-Mail: ted.cooper@metrokc.gov M.S. OAK-DE-0100 1 Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #1 September 27, 2006 1. Please address the following major concerns: 1 A. The 12"-diameter cross culverts immediately downstream of the site are plugged and have restricted flow capacities and may need to be replaced with larger pipes. Also, their inlets and outlets are mostly plugged. B. Provide an analysis showing whether or not there is potential flooding of an off-site home from the downstream closed depression located at the outlet of the existing cross culver for proposed Tract B pond. C. Tract Bis too small for either the TESC pond or the permanent pond because of restrictions from the BPA. Condition 7 of the March 15, 2004 Land Use Agreement letter from the Department of Energy (BPA) states, "Water from the detention pond (Tract B) shall come no closer to the nearest footing of the lattice steel structures than 50 feet." D. Along the southern side of SE 184th Street, between the two existing cross culverts that drain the site, there is a (30"?) SWPE driveway culvert in the roadside ditch with absolutely no cover. If it is crushed (which is very possible due to insufficient cover) the proposed vault's downstream path will be blocked. Replace this culvert with one that meets SWDM pipe design standards. E. On the plans, provide a 100-year floodplain/floodway delineation on the plans for both the site and the closed depression immediately downstream of the site, per SWDM Special Requirement #2, in Section 1.3.2. In the TIR, analyze and comment on the impacts of flooding here. Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #1 September 27, 2006 2. Please make the following revisions to the cover sheet: A. In the title block, use the following DDES numbers: 1) Activity Number: L06SR045. 2) Project Number: L03P0027. B. In a box next to the title block, answer the (YES/NO) question asking whether or not this is an erosion sensitive site (per the SWDM definition) address the SWDM requirements. If yes, C. Add all four new conditions of approval from the 2 preliminary plat revision Activity LOSRE043 and include this activity number. 3. Please make the following revisions to plan sheet C3.0: A. Replace the shorter of the two construction sequences with a scope of work that describes all items of work for only this phase. It is ambiguous to have two construction sequences. B. Revise the construction sequence as follows: 1) Before the site is cleared/grubbed Specify that the TESC pond/trap and its downstream conveyance system must be cleaned, functional and protected. C. Around Tract B, move the clearing limits outside of the wetland. D. Show the TESC pond/trap details in plan view. E. Use the existing quarry spall roadway to Tract B instead of construct a new one over it. F. Provide the following for all proposed pipes (temporary and permanent): diameters, materials, invert elevations Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #1 September 27, 2006 and lengths. For pipes in the R/W provide STA's with offsets. G. Specify the removal or relocation of all existing improvements that need relocating or removal. H. Please address the following pond design problems: 1) Add a defined inlet to Tract B pond, 2) Maximize the flow path length so the pond is a flow through system. 3) Specify the pond dimensions and side slopes. 3 4. On plan sheets C3.0 and C3.l, add the names of all existing streets that are shown. 5. Please make the following revisions to plan sheet C3.l: A. Add rockery details and rockery heights for off-site rockeries. Rockeries can only support cuts because they are not structural walls. B. Add TESC pond details. This copy from the SWDM is only conceptual and requires additional details. C. Move the sediment pond so it doesn't overlap the vault excavation area. This pond must be functional until the vault replaces its functions. D. Dimension the required minimum length and width of the entire pond bottom and specify its minimum length-to- width ratio. E. Either revise the boundaries of off-site construction to be within the R/W or get appropriate easements (see the rockeries). 6. Add DDES approval block to all sheets except cover sheet. u '/ l7// .,., .' Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #1 September 27, 2006 1. Please address the following major concerns: 1 A. The 12"-diameter cross culverts immediately downstream of the site are plugged and have restricted flow capacities and may need to be replaced with larger pipes. Also, their inlets and outlets are mostly plugged. B. Provide an analysis showing whether or not there is potential flooding of an off-site home from the downstream closed depression located at the outlet of the existing cross culver for proposed Tract B pond. C. Tract Bis too small for either the TESC pond or the permanent pond because of restrictions from the BPA. Condition 7 of the March 15, 2004 Land Use Agreement letter from the Department of Energy (BPA) states, "Water from the detention pond (Tract B) shall come no closer to the nearest footing of the lattice steel structures than 50 feet." D. Along the southern side of SE 184th Street, between the two existing cross culverts that drain the site, there is a (30"?) SWPE driveway culvert in the roadside ditch with absolutely no cover. If it is crushed (which is very possible due to insufficient cover) the proposed vault's downstream path will be blocked. Replace this culvert with one that meets SWDM pipe design standards. E. On the plans, provide a 100-year floodplain/floodway delineation on the plans for both the site and the closed depression immediately downstream of the site, per SWDM Special Requirement #2, in Section 1.3.2. In the TIR, analyze and comment on the impacts of flooding here. Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #1 September 27, 2006 2. Please make the following revisions to the cover sheet: A. In the title block, use the following DDES numbers: 1) Activity Number: L06SR045. 2) Project Number: L03P0027. B. In a box next to the title block, answer the (YES/NO) question asking whether or not this is an erosion sensitive site (per the SWDM definition) address the SWDM requirements. If yes, C. Add all four new conditions of approval from the 2 preliminary plat revision Activity L05RE043 and include this activity number. 3. Please make the following revisions to plan sheet C3.0: A. Replace the shorter of the two construction sequences with a scope of work that describes all items of work for only this phase. It is ambiguous to have two construction sequences. B. Revise the construction sequence as follows: 1) Before the site is cleared/grubbed Specify that the TESC pond/trap and its downstream conveyance system must be cleaned, functional and protected. C. Around Tract B, move the clearing limits outside of the wetland. D. Show the TESC pond/trap details in plan view. E. Use the existing quarry spall roadway to Tract B instead of construct a new one over it. F. Provide the following for all proposed pipes (temporary and permanent): diameters, materials, invert elevations Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #1 September 27, 2006 and lengths. For pipes in the R/W provide STA's with offsets. G. Specify the removal or relocation of all existing improvements that need relocating or removal. H. Please address the following pond design problems: 1) Add a defined inlet to Tract B pond, 2) Maximize the flow path length so the pond is a flow through system. 3) Specify the pond dimensions and side slopes. 3 4. On plan sheets C3.0 and C3.l, add the names of all existing streets that are shown. 5. Please make the following revisions to plan sheet C3.l: A. Add rockery details and rockery heights for off-site rockeries. Rockeries can only support cuts because they are not structural walls. B. Add TESC pond details. This copy from the SWDM is only conceptual and requires additional details. C. Move the sediment pond so it doesn't overlap the vault excavation area. This pond must be functional until the vault replaces its functions. D. Dimension the required minimum length and width of the entire pond bottom and specify its minimum length-to- width ratio. E. Either revise the boundaries of off-site construction to be within the R/W or get appropriate easements (see the rockeries). Coo er, Ted From: Rose, Richelle Sent: To: Monday, October 02, 2006 9:04 AM Cooper, Ted Subject: RE: Sandhu Plat Early Start (L06SR045) -Forest Practices Permit Review Request I have reviewed this -no FPA needed. I have approved routing and added a comment to permits plus. From: Sent: To: Cooper, Ted Friday, September 29, 2006 10:23 AM Rose, Richelle Subject: Importance: Sandhu Plat Early Start (L06SR045) -Forest Practices Permit Review Request High Hello Richelle, I'm routing you one set of plans for the Sandhu Plat Early Start (Activity L06SR045) plans. Please review them and issue a Forest Practices Permit (if appropriate). Please tell me whether or not this permit is needed and the permit number (if a permit is needed). Please notice that this is an early start permit (which we usually approve within one or two weeks) because it typically involves little more than clearing, grading and temporary drainage work. Sincerely, Ted Cooper, P.E. Engineer II Phone: (206) 296-7163 FAX: (206) 296-6613 E-Mail: ted.cooper@metrokc.gov M.S. OAK-DE-0100 1 Cooper, Ted From: Cooper, Ted Sent: To: Friday, September 29, 2006 10:23 AM Rose, Richelle Subject: Sandhu Plat Early Start (L06SR045) -Forest Practices Permit Review Request Importance: High Hello Richelle, I'm routing you one set of plans for the Sandhu Plat Early Start (Activity L06SR045) plans. Please review them and issue a Forest Practices Permit (if appropriate). Please tell me whether or not this permit is needed and the permit number (if a permit is needed). Please notice that this is an early start permit (which we usually approve within one or two weeks) because it typically involves little more than clearing, grading and temporary drainage work. Sincerely, Ted Cooper, P.E. Engineer/I Phone: (206) 296-7163 FAX: (206) 296-6613 E-Mail: ted.cooper@metrokc.gov M.S. OAK-DE-0100 1 Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #1 September 27, 2006 1. Please address the following major concerns: 1 A. The 12"-diameter cross culverts immediately downstream of the site are plugged and have restricted flow capacities and may need to be replaced with larger pipes. Also, their inlets and outlets are mostly plugged. B. Provide an analysis showing whether or not there is potential flooding of an off-site home from the downstream closed depression located at the outlet of the existing cross culver for proposed Tract B pond. C. Tract Bis too small for either the TESC pond or the permanent pond because of restrictions from the BPA. Condition 7 of the March 15, 2004 Land Use Agreement letter from the Department of Energy (BPA) states, "Water from the detention pond (Tract B) shall come no closer to the nearest footing of the lattice steel structures than 50 feet." D. Along the southern side of SE 184th Street, between the two existing cross culverts that drain the site, there is a (30"?) SWPE driveway culvert in the roadside ditch with absolutely no cover. If it is crushed (which is very possible due to insufficient cover) the proposed vault's downstream path will be blocked. Replace this culvert with one that meets SWDM pipe design standards. E. On the plans, provide a 100-year floodplain/floodway delineation on the plans for both the site and the closed depression immediately downstream of the site, per SWDM Special Requirement #2, in Section 1.3.2. In the TIR, analyze and comment on the impacts of flooding here. Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #1 September 27, 2006 2. Please make the following revisions to the cover sheet: A. In the title block, use the following DDES numbers: 1) Activity Number: L06SR045. 2) Project Number: L03P0027. B. In a box next to the title block, answer the (YES/NO) question asking whether or not this is an erosion sensitive site (per the SWDM definition). If yes, address the SWDM requirements. 2 C. Add all four new conditions of approval from the preliminary plat revision Activity L05RE043 and include this activity number. 3. Please make the following revisions to plan sheet C3.0: A. Replace the shorter of the two construction sequences with a scope of work that describes all items of work for only this phase. It is ambiguous to have two construction sequences. B. Revise the construction sequence as follows: 1) Before the site is cleared/grubbed Specify that the TESC pond/trap and its downstream conveyance system must be cleaned, functional and protected. C. Around Tract B, move the clearing limits outside of the wetland. D. Show the TESC pond/trap details in plan view. E. Use the existing quarry spall roadway to Tract B instead of construct a new one over it. F. Provide the following for all proposed pipes (temporary and permanent): diameters, materials, invert elevations Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #1 September 27, 2006 and lengths. For pipes in the R/W provide STA's with offsets. G. Specify the removal or relocation of all existing improvements that need relocating or removal. H. Please address the following pond design problems: 1) Add a defined inlet to Tract'B pond, 2) Maximize the flow path length so the pond is a flow through system. 3) Specify the pond dimensions and side slopes. 3 4. On plan sheets C3.0 and C3.l, add the names of all existing streets that are shown. 5. Please make the following revisions to plan sheet C3.l: A. Add rockery details and rockery heights for off-site rockeries. Rockeries can only support cuts because they are not structural walls. B. Add TESC pond details. This copy from the SWDM is only conceptual and requires additional details. C. Move the sediment pond so it doesn't overlap the vault excavation area. This pond must be functional until the vault replaces its functions. D. Dimension the required minimum length and width of the entire pond bottom and specify its minimum length-to- width ratio. E. Either revise the boundaries of off-site construction to be within the R/W or get appropriate easements (see the rockeries). 6. Add DDES approval block to all sheets except cover sheet. March 15, 2004 Department of Energy Bonneville Power Administration 28401 Covington Way Kent, WA 98042 In reply refer to: TRF/Covington TRACT No. C-SE-7-A-649 ' ! LINE: Covington-Maple Valley No. l(Oper. as Covington-Duwamish Line) Covington-Seattle Line (Oper. as Covington-Creston Line) between towers 7/5 and 8/1 Reference: L03P0027 Sandhu Preliminary Subdivision Trishah Bull King County DDES 900 Oaksdale Ave. SW Renton, WA 98055 Dear Ms. Bull: Reference is made to your Notice requesting comments on the proposed Sandhu Preliminary Subdivision affecting King County Tax Parcels No.s 619960-0282-04 and 619960-0320-08. Bonneville Power Administration (BPA) has no objection to the . proposed Subdivision, as long as our transmission line facilities will not be adversely affected. Upon receipt of the non-refundable $250.00 fee and application for proposed use of BPA right-of-way, your plans will be submitted to our engineering and maintenance personnel' for review. The plans should include details showing exact distance of your use(s) in relation to BP A structures, planned construction materials and names and addresses of any utilities that will be providing service within the project. I would issue an advisory letter very similar to this letter. Upon receipt of the final details of the development, I would issue a Land Use Agreement. · For your information, any Land Use Agreement issued for this project would be subject to the following conditions: I. Access to BP A structures must remain open and unobstructed at all times. 2. Maintain a mmtmum distance of 20 feet between construction equipment and tran~ssion line conductors (wires). 3. Storage of flantmable materials or refueling of vehicles/equipment is prohibited. 4. Light standards must have a clearance of at least 20 feet to the conductors of the line at maximum sag of the line. 5. All underground utilities that have metal components such as ductile iron waterlines, or electric service lines, must stay at least 50 feet from where the closest lattice steel tower legs enter the ground. Utilities having only plastic or dielectric components, such as PVC sewer Jines can be located as close as 30 feet of the lattice steel tower legs. 6. Nuisance shocks may occur within the right-of-way. Grounding metal objects helps to reduce the level of shock. 7. Water from the detention pond (fract B) shall come no closer to the nearest footing of the lattice steel structures than 50 feet. 8. Grade increases to existing ground elevations are not permitted. If grade increases are required, you must submit grading plans to this office for further approval by BPA. These plans should clearly indicate proposed . finished elevations as well as existing ground elevations. 9. Fences shall have adequate gates of not less.than 16 feet in width for the passage ofBPA's maintenance vehicles. Gates can be kept locked provided BP A is also permitted to install its own lock thereon. BP A recommends that any portion of any fence that is directly under or parallel to the conductor (wire) be grounded to prevent electricity from traveling any distance should an arc occur. I 0. Trees (landscaping) shall not exceed IO feet in height, obstruct access to structures, or be planted within 25 feet of any structure. Trees (landscaping) that violate this permit may be removed by BP A personnel at any time. 11. Damage to BPA property, resulting from your use, shall be repaired or replaced by BP A at its option. The actual costs of such repair or replacement shall be charged to and paid by you. 12. You should be aware that: (a) Immediate access may be required during power outages or other emergency situations resulting in the destruction or removal of fences or structures on the right-of-way; and (b) BP A will NOT be liable for ANY damage to your property which might occur as a result of maintenance activities. 13. Other conditions may apply at such time as a Land Use Agreement may be granted. In addition to the above conditions the following will apply: • Bonneville Power Administration (BP A) imposes certain conditions on the use of the portions of this property encumbered by its high voltage transmission line right of way. There can be no structures built on BPA right of way; additional conditions may apply including the potential removal of trees and brush. Information regarding the permitting process for proposed uses of BPA's right of way may be addressed to the BPA Real Estate Office at (253) 631-9154 or 1-800- 836-6619. Landowners of Lots 10 through 13 must apply to BPA directly prior to use of the right of way. Please note that there are no structures allowed within the easement right of way. • CC & R's must indicate, as per this proposed Land Use Agreement, the following: Landowners of Lots IO through 13 must apply to BPA directly prior to use of the right of way. • Any playground equipment should maintain a 20-foot distance to the conductors of a 230 K v line. • I note that BPA 's access road crosses areas marked "Wetland Buffer" and "Wetland" on the plan sheets provided. BPA will continue to manage vegetation, as necessary, so as to keep open the BPA access road. This letter does not authorize you to begin construction on BPA's easement held right-of-way. Upon receipt and approval by BPA of your final plans, BPA will be willing to issue a Land Use Agreement for the project. Thank you for your cooperation in this process. You may direct any communication to the address above or by contacting me at (253) 631-9154 or by cell at (360) 772-0294. Sincen;ly, J/' IV1 f;elt14.LtJ; *7r(' ~ l ~oolson u -Realty Specialist Enclosure: Application for proposed use of BP A's }ight-of-way • EARLY START Routing (Constructability & Fee Estimate) TO: Land Use Inspection Section February 5, 2007 From: Ted Cooper, ERS 296-7163 Subject: Sandhu Plat Early Start (L06SR045) Comments: Please review the Early Start plans for Constructability & do a LUIS Fee Estimate. Enclosures: 1-set of plans (Approved by Ted). 2-copies of BQWSs (Approved by Ted) 1-copy of TIR Site Improvement Bond Quantity Worksheet ® King County Department of Development & Environmental Services 900 Oakesdale Avenue Southwest Renton, W~ington 98055-1219 206-296-~0 TTY 206-296-7217 Project Name: Sandhu Plat -EARLY ST ART Location: 12044 SE 184th Street, Renton, WA Clearing greater than or equal to 5,000 board feet of timber? ___ yes If yes, Forest Practice Permit Number: (RCW76.09) Page 1 of 9 _X_no For alternate formats, call 206-296-6600. Date: 05-Feb-07 Project No.: L03P0027 Activity No.: L06SR045 Note: All prices include labor, equipment, materials, overhead and profit. Prices are from RS Means data adjusted for the Seattle area or from local sources if not included in the RS Means database. ,... ... 01 v-7 :(~~ L06SR045 BQWS 2-5-2007.xls Check out the DOES Web site at www.metrokc.gov/ddes Unit prices updated: 02/12/02 Version: 04/22/02 Report Date: 02/05/2007 Site Improvement Bond Quantity Worksheet j/:of Uni~ APP!ic~ti9ns cost EROSiON/SEbli\/lENTCOl'lltROl..d· - Backfill & comp_action-embankment I ESC-1 I I $ 5.62 I CY Check dams, 4" minus rock IESC-2 I SWD1v15.46.3 I$ 67.51 I Each 85.45 I CY CY 540 Cnushed surfacing 1 1/4" minus IESC-3 I WSDOT 9-03.9(3) I$ Ditchin.\l_ IESC-4 I I$ 8.08 I 808 Excavation-bulk IESC-5 I I$ 1.50 CY Fence, silt ESC-6 SWDM 543.1 $ 138 LF 1215 1677 -Fence, Temporary (NGPE) ESC-7 $ 138 LF 585 807 Hydroseeding ESC-8 SWDM 542.4 $ 0.59 SY Jute Mesh ESC-9 SWDM 5.42.2 $ 1.45 SY Mulch, by hand, straw, 3" deep ESC-10 SWDM 542.1 I$ 2 01 SY 7260 14593 Mulch, by machine, straw, 2" deep ESC-11 SWDM 542.1 I$ 0.53 SY Piping, temporary, CPP, 6" ESC-12 $ 10.70 LF Piping, temporary, CPP, 8" ESC-13 $ 16 10 LF Piping, temporary, CPP, 12" ESC-14 $ 20.70 LF 116 2401 Plastic covering, 6mm thick, sandbagged ESC-15 SWDM 5.4.2.3 I $ 2.30 SY Rip Rap, machine placed; slopes ESC-16 WSD0T9-13.1(2) I$ 3908 CY Rock Constnuction Entrance, 50'x15'x1' ESC-17 SWDM 54.41 I$ 1,464.34 Each Ro~-'5_ Constry~_!l(?_r:!_ ~ntrance, 10D'x15'x1' ESC-18 SWDM 5.4.41 $ 2,928.68 Each 2929 Sediment pond riser assembly ESC-19 SWDM 5.45.2 $ 1,949.38 Each Sediment trap, 5' high berm ESC-20 SWDM 545.1 $ 17.91 LF 200 3582 Sed. trap, 5' high, riprapped spillway berm section ESC-21 SWDM 545.1 $ 68.54 LF 6 411 Seeding, by hand ESC-22 SWDM542.4 $ 0.51 SY Sodding, 1" deep, level ground IESC-23 I SWDM 5.42.5 I$ 6.03 I SY Sodding, 1" deep, sloped ground I ESC-24 I SWDM 5.4.2.5 I $ 7.45 I SY TESC Supervisor IESC-25 L I$ 74.75 I HR I 201 1 1495 Water truck, dust control WR1+eo:its1¥ll"E'.Ms,:0•••,see••aaaes1Hn Page 2 o/9 L06SR045 BOWS 2-5-2007.xls ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESCTOTAL: COLUMN: Check out the DDES Web site at www.metrokc.gov/ddes 1955 $ 31,197.80 $ 9,359.34 $ 40,557.14 A Unit prices updated: 02/12/02 Version: 04/22/02 Report Date: 02/05/2007 Site Improvement Bond Quantity Worksheet ~ JI .. /-\)i/::.n;.utote\P.obtid /-:,T':-:) :-:::L .,, .•.. , •.•. -.·,•aJ®iiilill®i,ffi®lt••)•'•·,-·,-: IQiJ[•~1~; !! ~~l•• GEl\leRALITEMs>·· ·=: :=pN=o=,y~q=?~F Backfill & Compaction-embankment GI -1 I $ 5.62 Backfill & Com.e_action-trench GI -21 $ 8.53 S::_!_e~r/Remove Brush, by hand GI -3 I $ 0.36 Clearing/Grubbing/Tree Removal GI· 41 $ 8,876.16 Excavation -bulk GI -5 I $ 1.50 Excavation -Trench GI· 6 I $ 4.06 Fencing, cedar, 6' high GI -71 $ 18.55 Fencing, chain link, vinyl coated, 6' hig~GI -8 I $ 13.44 Fencing, chain link, gate, vinyl coated, 2Q GI -9 I $ 1,271.81 Fencing, split rail, 3' high IGI -101 $ 12.12 Fill & compact -common barrow Gl-111$ 22.57 Fill & compact -gravel base GI -1 $ 25.48 Fill & compact -screened topsoil GI· 1, $ 37.85 Gabion, 12" deep, stone filled mesh GI -14 $ 54.31 Gabion, 18" dee.e.., _s_tone filled mesh GI -1' $ 74.85 Gabion, 36" de~1_ :s;_tgne filled mesh GI -1• $ 132.48 Grading, fine. by hand GI -1 i $ 2.02 Grading, fine, with grader GI -1! $ 0.95 Monuments, 3' lon1 GI -1! $ 135.13 Sensitive Areas SiEn GI -20 $ 2.88 Sodding, 1" deep, sloped ground GI -21 $ 7.46 Surveying, line & grade GI -2, $ 788.26 Surveying,_ lot location/lines -GI· 2, $ 1,556.64 Traffic control crew ( 2 flaggers ) GI -24 $ 85.18 Trail, 4" chipped wood GI -2, $ 7.59 Trail, 4" crushed cinder GI -2E $ 8.33 Trail, 4"_top course GI -27 $ 8.19 Wall, retaining, conc!~t~ GI -21 $ 44.16 Wall, rockery Gl-21 §_ 9.49 Wall, Keystone blo_ck $ 24.00 Page 3 of9 SUBTOTAL .. KCC 27A authorizes only one bond reduction. L06SR045 BOWS 2-5-2007.xls -- CY CY SY Acre 0.25 2,219.04 O.L·3 2,041.52 CY 136 204.00 3512 5,268.00 CY LF LF 54 725.76 Each LF CY 426 9,614.82 238 5,371.66 CY CY SY SY SY SY SY Each Each SY Day Acre HR 20 1,703.60 20 1,703.60 SY SY SY SF SF SF 14,467.22 14,384.78 Check out the DDES Web site atwww.metrokc.gov/ddes 1.72 989 222 G :/{::!\/}9.ij~ij~i~YIP~@pJ(#r,e~.:::::,, .. ,==:·, ·--······-·· :,: :' 111000 ff~~t!i9W<•r····· ••~1~11.l•••••···•I•••••• m1;,•••,·••••r •·•••'•' 15,267.00 1,483.50 5,010.54 21,761,04 Unit prices updated: 02/12/02 Version: 4/22/02 Report Date: 02/05/2007 Site Improvement Bond Quantity Worksheet ,,,, ,,, 'i"uiiirei>iiiii1fr'''' ··· ROAD IMPROVEMENT AC Grinding, 4' wide machine< 1000s AC Grinding, 4' wide machine 1000-200 RI -2 $ 5.75 SY AC Grinding, 4' wide machine> 2000s\ RI -3 $ 1.38 SY AC Removal/Disoosal/Repair RI -4 $ 41.14 SY Barricade, type I RI -5 $ 30.03 LF Barricade, type Ill (Permanent) RI -6 $ 45.05 LF Curb & Gutter, rolled RI -7 $ 13.27 LF Curb & Gutter, vertical RI -8 $ 9.69 LF Curb and Gutter, demolition and dispos ~RI -9 $ 13.58 LF Curb, extruded asohalt RI -10 $ 2.44 LF Curb, extruded concrete RI -11 $ 2.56 LF Sawcut, asphalt. 3" depth RI -12 $ 1.85 LF Sawcut, concrete, per 1" depth RI -13 $ 1.69 LF Sealant, asphalt RI -14 $ 0.99 LF Shoulder, AC, ( see AC road unit price fll-15 $ -SY Shoulder, gravel, 4" thick Rl-16 $ 7.53 SY Sidewalk, 4" thick RI -17 $ 30.52 SY Sidewalk, 4" thick, demolition and dispos Rl-18 $ 27.73 SY Sidewalk, 5" thick RI -19 $ 34.94 SY Sidewalk, 5" thick, demolition and dispos Rl-20 $ 34.65 SY Sign, handicap RI -21 $ 85.28 Each Striping, per stall RI -2, $ 5.82 Each Striping, thermoplastic, ( for crosswalk RI -23 $ 2.38 SF Striping, 4" reflectorized line RI -24 $ 0.25 LF Page 4 of9 SUBTOTAL *KCC 27A authorizes only one bond reduction. L06SR045 BOWS 2-5-2007.xls Check out the DOES Web site at www.metrokc.gov/ddes Unit prices updated, 02/12/02 Version, 4/22/02 Report Date, 02/05/2007 Site Improvement Bond Quantity Worksheet ··: ·:·:::::}f~t~J?::-0:WiQ:\:3. RoAosuR'.tMidiNGiii iiw~~~~~;~i~~(iW!'¥m!ii@\\fjj !twi~Kim~l!{ef/i~&liwi~~~Hi~'.i§#@i.!1~~)} For KCRS '93, (additional 2.5" base) addj RS -1 J $ 3.60 J SY J J J J AC Overlay, 1.5" AC I RS -2 $ 7.39 AC Overlay, 2" AC RS-3 $ 8.75 AC Ro~~ 2", 4" rock, Fir_s_!_ 2500_~y_ $ 17.24 AC Road, 2", 4" rock, Qty. over 2500S $ 13.36 $ 19.69 $ 15.81 AC Road, 5", First 2500 SY $ 14.57 AC Road, 5", Qty. Over 2500 SY $ 13.94 AC R_oad, 6", First 2500 SY $ 16.76 AC Road,_?'~9_ty. Over 2500 SY $ 16.12 As_ehalt Treated Base, 4" thick $ 9.21 Gravel Road, 4" rock,_fii:_5:t 2~90_§_'( $ 11.41 Gravel Road, 4" rock, Qty. over 2500 S $ 7.53 PCC Road, 5", no base, over 2500 SY $ 21.51 PCC Road, 6", no base, over 2500 SY $ 21.87 Thickened Edge $ 6.89 Page 5 of 9 SUBTOTAL "KCC 27 A authorizes only one bond reduction. L06SR045 BOWS 2-5-2007.xls SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY LF Check out the DDES Web site at www.metrokc.gov/ddes Unit prices updated: 02/12/02 Version: 4/22/02 Report Date: 02/05/2007 Site Improvement Bond Quantity Worksheet :::::::::i:::::,:,::::·,·::-:t~~ij::JmJij¥ :::::::::::I:J::::::] .. )··••••!!!l\Wl'®l'!i~/®®!11·•·············· bimiNAdE!{qijijijj.j~lil!il~i'®RiiiiN!i?mi!li~i~ilhl! i fJ/ ¢l;\:4k~~W#l;wk4!¥}~Wii&W)\§Jffi~ij(i\~~iiii®i~!W¢if~@i• @Bi,~flbliii iili.iiift Access Road, RID I D -1 I $ 16.74 I SY !Bollards -fixed I D-21 $ 240.74 I Each Bollards -removable D-3 $ 452. 34 J Each * (CBs include frame and lid) -- CB Type I D-4 $ 1,257.64 Each CB Type IL D-5 $ 1,433 59 Each CB Type II, 48" diameter D-6 $ 2,033.57 Each for additional depth over 4' D-7 $ 436.52 FT [CB Type II, 54" diameter D-8 $ 2,192.54 Each far additional depth over 4' D-9 $ 486.53 FT ICB Type II, 60" diameter D-10 $ 2,351.52 Each for additional depth over 4' D -11 $ 536.54 FT [CB Type II. 72" diameter D-12 $ 3,212.64 Each for additional depth over 4' D-13 $ 692.21 FT Through-curb Inlet Framework (Add) D-14 $ 366.09 Each Cleanout, PVC, 4" D-15 $ 130.55 Each Cleanaut, PVC, 6" D-16 $ 174.90 Each Cleanout, PVC, 8" D -17 $ 224.19 Each Culvert, PVC, 4" D-18 $ 8.64 LF Culvert, PVC, 6" D -19 $ 12.60 LF Culvert, PVC, 8" D -20 $ 13.33 LF Culvert, PVC, 12" D -21 $ 21.77 LF Culvert, CMP, 8" D -22 $ 17.25 LF Culvert, CMP, 12" D-23 $ 26.45 LF Culvert, CMP, 15" D -24 $ 32.73 LF Culvert, CMP, 18" D -25 $ 37.74 LF Culvert, CMP, 24" D -26 $ 53.33 LF Culvert, CMP, 30" D-27 $ 71.45 LF Culvert, CMP, 36" D-28 $ 112.11 LF Culvert, CMP, 48" D-29 $ 140.83 LF Culvert, CMP, 60" D-30 $ 235.45 LF Culvert, CMP, 72" D-31 $ 302.58 LF Page 6 of9 SUBTOTAL *KCC 27A authorizes only one bond reduction. L06SR045 BOWS 2-5-2007.xls Check out the DDES Web site at www.metrokc.gov/ddes Unit prices updated: 02/12/02 Version• 4/22/02 Report Date: 02/05/2007 Site Improvement Bond Quantity Worksheet IUi~((@cli;;,JJ:iM·•· ... Culvert, Concrete, 8" D-32 $ 21.02 LF Culvert, Concrete, 12" D-33 $ 30.05 LF Culvert, Concrete, 15" D -34 $ 37.34 LF Culvert. Concrete, 18" D-35 $ 44.51 LF Culvert, Concrete, 24" D-36 $ 61.07 LF Culvert, Concrete, 30" D -37 $ 104.18 LF Culvert, Concrete, 36" D-38 $ 137.63 LF Culvert, Concrete, 42" D -39 $ 158.42 LF Culvert, Concrete, 48" D-40 $ 175.94 LF Culvert, CPP, 6" D-41 $ 10.70 LF Culvert, CPP, 8" D-42 $ 16.10 LF Culvert, LCPE, 12" D-43 $ 20.70 LF Culvert, CPP, 15" D-44 $ 23.00 LF Culvert, LCPE, 18" D-45 $ 27.60 LF Culvert, LCPE, 24" D-46 $ 36.80 LF Culvert, CPP, 30" D-47 $ 48.30 LF Culvert, CPP, 36" D-48 $ 55.20 LF Ditching D· 49 $ 8.08 CY (1,436 base+) D-50 $ 25.99 LF D-51 $ 22.60 LF D-52 $ 2.40 SY Infiltration pond testing D • 53 $ 74.75 HR Mid-tank Access Riser, 48" dia, 6" dee D-54 $ 1,605.40 Each Pond Overflow Soillway D-55 $ 14.01 SY Restrictor/Oil Separator, 12" D-56 $ 1,045.19 Each Restrictor/Oil Separator, 15" D-57 $ 1,095.56 Each Restrictar/Oil Separator, 18" D-58 $ 1,146.16 Each Riorap, placed D-59 $ 39.08 CY I 11 39.081 11 39.08 Tank End Reducer (36" diameter) D-60 $ 1,000.50 Each Trash Rack, 12" D • 61 $ 211.97 Each Trash Rack, 15" D-62 $ 237.27 Each Trash Rack, 18" D-63 $ 268.89 Each Trash Rack, 21" D-64 $ 306.84 Each Page 7 of9 SUBTOTAL 39.08 39.08 *KCC 27 A authorizes only one bond reduction. L06SR045 BOWS 2-5-2007.xls Check out the DDES Web site atwww.metrokc.gov/ddes Unit prices updated: 02/12/02 Version: 4/22/02 Report Date: 02/05/2007 Site Improvement Bond Quantity Worksheet No. 2" AC, 2" to.e_ course rock & 4" borrow I PL -11 $ 15.84 I SY 2" AC, 1.5" top course & .2.5"~se courl PL -2j $ 17.24 I SY 4" select borrow I PL -31 $ 4.55 I SY 1.5" top course rock & 2.5" base cours~PL -41 $ 11.41 I SY No. Wl-1 LF Wl-2 LF Wl-3 SF Wl-4 SF Wl-5 SF Wl-6 LS Wl-7 Wl-8 Wl-9 Wl-10 SUBTOTAL Page 8 of9 SUBTOTAL (SUM ALL PAGES): 30'/, CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: :=\~U~fiJi F 1200 780 12870 1 14,506.30 14,423.86 4,351.89 4,327.16 18,858.19 18,751.01 8 C "'KCC 27A authorizes only one bond reduction. L06SR045 BQWS 2-5-2007.xls Check out the ODES Web site at www.metrokc.gov/ddes 21,761.04 6,528.31 28,289.35 D E Unit prices updated: 02/12/02 Version: 4122102 Report Date: 02/05/2007 Site Improvement Bond Quantity Worksheet Original bond computations prepared by: Name: Scott Mesic Date: 02/05/2007 PE Registration Number: 39377 Tel.#: {425) 486-6533 Firm Name: Address: Site Development Services, LLC 10117 Main Street, Bothell, WA 98011 Project No: L03P0027 ROAD IMPROVEMENTS & DRAINAGE FACILITIES FINANCIAL GUARANTEE REQUIREMENTS Stabilization/Erosion Sediment Control (ESC) Existing Right-of-Way Improvements (A) (B) Future Public Road Improvements & Drainage Facilities (C) Private Improvements (D) Calculated Quantity Completed PERFORMANCE BOND• AMOUNT $ 40,557.1 $ 18,858.2 $ 18,751.0 $ 28,289.3 Total Right-of Way and/or Site Restoration Bond•r (First $7,500 of bond• shall be cash.) (A+B) $ 59,415.3 Periormance Bond• Amount (A+B+C+D) = TOTAL (T) $ 106,455.7 Mmrmum bond" amount 1s $1000. Reduced Performance Bond* Total*** Maintenance/Defect Bond• Total NAME OF PERSON PREPARING BOND• REDUCTION: BOND• AMOUNT REQUIRED AT RECORDING OR TEMPORARY OCCUPANCY••• (E) $ TX 0.30 $ 31,936.7 OR (T-E) $ 106,455.7 Use larger of I x30% or ( 1-E) Date: * NOTE: The word "bond" as used in this document means any financial guarantee acceptable to King County . ... NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required. PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND' (B+C) X 0.25 = $ 9,402.3 The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum. In addition, corrective work, both on-and off-site needs to be included. Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration needs to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity. ,.....,., NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes. SURETY BOND RIDER NOTE: If a bond rider is used, minimum additional pertormance bond shall be I $ 47,040.4 l(C+D)-E REQUIRED BOND' AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY DDES Page 9 of9 Check out the ODES Web site at www.metrokc.gov/ddes L06SR045 BOWS 2-5-2007.xls Unit prices updated: 02/12/02 Version: 4/22/02 Report Date: 02/05/2007 • Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #5 January 16, 2007 1 1. None of the walls proposed within the R/W can be constructed until Examiner's Conditions 7.F. and 8 are addressed satisfactorily. Provide a design and appropriate documentation of approval from the parties described in these conditions. The TIR must provide a complete answer stating how these conditions are addressed. It is insufficient to state, "Comment noted, see revised plans". We recommend that none of the walls be constructed in the R/W during the Early Start Phase of construction. After these items are resolved, the following items also must be addressed in order to construct these walls: A. On plan sheets C3.l and 3.2, address the following: 1) Remove the following irrelevant wall details because all walls are against cuts and others add contradictory information: al Detail 1 (Typical Block Facing) Section" detail only. bl Details 3, 4, 6 and 8. Remove "Fill 2) Add proposed grading contours for the R/W. 3) Modify the "Cut Section" in Detail 1 for the following items per KCRS DWG NO. 5-004: a) Show and dimension the maximum allowable wall height to be 4', per KCRS DWG 5-004. bl Correct the location and thickness of the walkway relative to the rest of the detail. cl Show and dimension the bottom row of blocks keyed into the existing soil a distance of 12" below the bottom of the future walkway. • 2 d) Show and dimension the bot tom l' -6" of gravel backfill for drain as follows: (1) Completely wrapped with filter fabric. (2) Located behind but not beneath the wall. Also correct this in the "PROFILE -WALL SECTIONS A AND B". 4) Why is a wall needed at the location of "WALL SECTION B"? It appears that a 2:1 maximum slope can be constructed l'-behind the proposed walkway, per KCRS DWG. NO. 1-002. 5) Specify the type of material (concrete?) used in the "blocks" and its "cap". Materials other than concrete may not be acceptable. 6) In both the plan view and the profile view, label the beginning and ending stations and offsets for the proposed wall faces. The rockery face location can't conflict with the proposed walkway. 7) In the wall profiles, add and label the existing ground profile along the northern R/W line. 8) Add stations & offsets for wall corresponding to the elevations specified in the profiles. 2. Resubmit the following items for plan review/approval: A. Two sets of as follows: 1) A set revised plans that have the original signature on PE stamps (either paper or mylar). 2) A paper copy of the revised plan set. B. Two copies of the Bond Quantity Worksheets. C. If the offsite walls are constructed in the Early Start phase, provide a revised TIR documenting and describing how the walls will be constructed to comply with Examiner's Conditions 7.F. and 8. Cooper, Ted From: Cooper, Ted Sent: Tuesday, January 16, 2007 10:52 AM To: Cc: Subject: Attachments: Johnathan and Darrell, Johnathan Kurth Gohnathank@davisreg.com); Darrell Offe (darrell.offe@comcast.net) Mark Bergam Sandhu Plat Early Start (Activity L06SR045) -List #5 L06SR045 Early Start for Sandhu Plat -List5.doc I have finished reviewing the Sandhu Plat Early Start (Activity L06SR045). My comments are in the attached document below. L065R045 Early Start for Sandh ... Please feel free to contact me if you have any questions or concerns. Sincerely, Ted Cooper, P.E. Engineer II Phone: (206) 296-7163 FAX: (206) 296-6613 E-Mail: ted.cooper@metrokc.gov M.S. OAK-DE-0100 1 Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #5 January 16, 2007 1 1. None of the walls proposed within the R/W can be constructed until Examiner's Conditions 7.F. and 8 are addressed satisfactorily. Provide a design and appropriate documentation of approval from the parties described in these conditions. The TIR must provide a complete answer stating how these conditions are addressed. It is insufficient to state, "Comment noted, see revised plans". We recommend that none of the walls be constructed in the R/W during the Early Start Phase of construction. After these items are resolved, the following items also must be addressed in order to construct these walls: A. On plan sheets C3.l and 3.2, address the following: 1) Remove the following irrelevant wall details because all walls are against cuts and others add contradictory information: a) Detail 1 (Typical Block Facing) Section" detail only. b) Details 3, 4, 6 and 8. Remove "Fill 2) Add proposed grading contours for the R/W. 3) Modify the "Cut Section" in Detail 1 for the following items per KCRS DWG NO. 5-004: a) Show and dimension the maximum allowable wall height to be 4', per KCRS DWG 5-004. b) Correct the location and thickness of the walkway relative to the rest of the detail. c) Show and dimension the bottom row of blocks keyed into the existing soil a distance of 12" below the bottom of the future walkway. 2 d) Show and dimension the bottom l'-6" of gravel backfill for drain as follows: (1) Completely wrapped with filter fabric. (2) Located behind but not beneath the wall. Also correct this in the "PROFILE -WALL SECTIONS A AND B". 4) Why is a wall needed at the location of "WALL SECTION B"? It appears that a 2:1 maximum slope can be constructed l'-behind the proposed walkway, per KCRS DWG. NO. 1-002. 5) Specify the type of material (concrete?) used in the "blocks" and its "cap". Materials other than concrete may not be acceptable. 6) In both the plan view and the profile view, label the beginning and ending stations and offsets for the proposed wall faces. The rockery face location can't conflict with the proposed walkway. 7) In the wall profiles, add and label the existing ground profile along the northern R/W line. 8) Add stations & offsets for wall corresponding to the elevations specified in the profiles. 2. Resubmit the following items for plan review/approval: A. Two sets of as follows: 1) A set revised plans that have the original signature on PE stamps (either paper or mylar) 2) A paper copy of the revised plan set. B. Two copies of the Bond Quantity Worksheets. C. If the offsite walls are constructed in the Early Start phase, provide a revised TIR documenting and describing how the walls will be constructed to comply with Examiner's Conditions 7.F. and 8. Cooper, Ted From: Sent: To: Cc: Subject: Johnathan Kurth [johnathank@davis-kurth.com] Friday, February 02, 2007 10:24 AM Cooper, Ted Offe Engineers; bhelsley@sdaengineers.com; Kalen Peters; Harvey Adams FW: Metro Approval for Sandhu Subdivision Importance: High Ted, Page I of! FYI . Here is the Metro KC approval for our design at Sandhu. If you have any furter questions regarding this Pall's contact info is below. Thanks, Johnathan Kurth From: Kalen Peters Sent: Friday, February 02, 2007 7:46 AM To: Johnathan Kurth Subject: FW: Metro Approval for Sandhu Subdivision Importance: High Hi Kalen, Metro Transit does not have service running along SE 184th Street, nor do we anticipate any in the future. We do not need any Transit improvements at the Benson Trails project at 12044 SE 184th Street. Thank you for this opportunity to review your plans. Patt Comstock • Transportation Planner· Transit Route Facilities • King County Metro • patt.cornstock@metrokc.gov • (206) 684-1523 02/02/2007 Cooper, Ted From: Sent: To: Cc: Subject: Johnathan Kurth uohnathank@davis-kurth.com] Friday, February 02, 2007 10:24 AM Cooper, Ted Offe Engineers; bhelsley@sdaengineers.com; Kalen Peters; Harvey Adams FW: Metro Approval for Sandhu Subdivision Importance: High Ted, Page 1 of 1 FYI -Here is the Metro KC approval for our design at Sandhu. If you have any furter questions regarding this Patt's contact info is below. Thanks, Johnathan Kurth From: Kalen Peters Sent: Friday, February 02, 2007 7:46 AM To: Johnathan Kurth Subject: FW: Metro Approval for Sandhu Subdivision Importance: High Hi Kalen, Metro Transit does not have service running along SE 184th Street, nor do we anticipate any in the future. We do not need any Transit improvements at the Benson Trails project at 12044 SE 184th Street. Thank you for this opportunity to review your plans. Patt Comstock· Transportation Planner. Transit Route Facilities. King Coun!y Metro. patt.comstock@metrokc.gov • (206) 684-1523 02/02/2007 Cooper, Ted From: Sent: To: Cc: Subject: Attachments: Johnathan and Darrell, Cooper, Ted Tuesday, December 12, 2006 10:09 AM Johnathan Kurth Uohnathank@davisreg.com); Darrell Otte (darrell.offe@comcast.net) Mark Bergam Sandhu Plat Early Start (Activity L06SR045) -List #4 L06SR045 Early Start for Sandhu Plat -List4.doc I have finished reviewing the Sandhu Plat Early Start (Activity L06SR045). My comments are in the attached document below. All of my comments concern recent revisions that were made to the wall proposed in the R/W. L06SR045 Early Start for Sandh ... Please feel free to contact me if you have any questions or concerns. Sincerely, Ted Cooper, P.E. Engineer II Phone: (206) 296-7163 FAX: (206) 296-6613 E-Mail: ted.cooper@metrokc.gov M.S. OAK-DE-0100 1 Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #4 December 12, 2006 1. On plan sheet C3.l, for the detail labeled "TYPICAL RETAINING WALL SECTION", either use KCRS DWG 5-004 (ROCK FACING CUT SECTION) or modify this detail to address the following concerns: 1 A. Rename of this detail to match the wall's function (i.e., is it a facing or a retaining wall?). This wall appears to be a non-structural facing that only protects the cut slope from erosion. Unlike facings, retaining walls provide structural support for the material behind them (and require structural designs) B. Provide material specifications that completely describe the "blocks" and its "cap•. C. Add manufacturer's design details for the wall design. D. The base of the wall needs to be at least 12" below the bottom face of the future "asphalt sidewalk". E. The base of the wall needs to rest on original ground or compacted structural fill so it is stable. F. Add a view of the wall's face (i.e., looking north) with details showing and describing its construction. G. In all details, show the wall's materials to scale. H. Specify the maximum backslope behind the wall. I. The soil must be permeable (i.e., not be capped) above the wall's gravel backfill. Otherwise, drainage would be conveyed across the wall face and onto the sidewalk. 2. Resubmit the revised plan sheets as follows: A. One original revised plan sheet(s) with signed PE stamps (either paper or mylar). B. One paper copy of the revised sheet(s) Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #4 December 12, 2006 1. On plan sheet C3.l, for the detail labeled "TYPICAL RETAINING WALL SECTION", either use KCRS DWG 5-004 (ROCK FACING CUT SECTION) or modify this detail to address the following concerns: 1 A. Rename of this detail to match the wall's function (i.e., is it a facing or a retaining wall?). This wall appears to be a non-structural facing that only protects the cut slope from erosion. Unlike facings, retaining walls provide structural support for the material behind them (and require structural designs) B. Provide material specifications that completely describe the "blocks" and its "cap". C. Add manufacturer's design details for the wall design. D. The base of the wall needs to be at least 12" below the bottom face of the future •asphalt sidewalk". E. The base of the wall needs to rest on original ground or compacted structural fill so it is stable. F. Add a view of the wall's face (i.e., looking north) with details showing and describing its construction. G. In all details, show the wall's materials to scale. H. Specify the maximum backslope behind the wall. I. The soil must be permeable (i.e., not be capped) above the wall's gravel backfill. Otherwise, drainage would be conveyed across the wall face and onto the sidewalk. 2. Resubmit the revised plan sheets as follows: A. One original revised plan sheet(s) with signed PE stamps (either paper or mylar). B. One paper copy of the revised sheet{s) .. Cooper, Ted From: Cooper, Ted Sent: Monday, December 04, 2006 11 :34 AM To: Cc: Johnathan Kurth Uohnathank@davisreg.com); Darrell Otte (darrell.offe@comcast.net) Mark Bergam Subject: Sandhu Plat Early Start (Activity L06SR045) -List #3 Attachments: L06SR045 Early Start for Sandhu Plat -List3.doc Johnathan and Darrell, I have finished reviewing the Sandhu Plat Early Start (Activity L06SR045). My comments are in the attached document below. L06SR04S Early Start for Sandh ... Please feel free to contact me if you have any questions or concerns. Sincerely, Ted Cooper, P.E. Engineer/I Phone: (206) 296-7163 FAX: (206) 296-6613 E-Mail: ted.cooper@metrokc.gov M.S. OAK-DE-0100 Tracking: Recipient Johnathan Kurth fjohnathank@davisreg.com) Darrell Otte (darrell.offe@comcast.net) Mark Bergam Bergam, Mark 1 Delivery Delivered: 12/04/2006 11 :34 AM Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #3 December 4, 2006 1. On the cover sheet, for the four conditions of approval added by L05RE043, make the following modifications: 1 A. Add the word "ADDITIONAL" to the header so it reads, "ADDITIONAL CONDITIONS OF APPROVAL". This will clarify that these are additional conditions. 2. Please make the following revisions to plan sheet C3.0: A. Add and show an orange NGPE fence along the entire wetland setback boundary. B. In the sediment trap plan view, address the following: 1) For the sediment trap outfall spillway show and add rip rap design details. C. In the "SEDIMENT CONTROL FACILITIES" table, clarify the meaning of "MAX ELEV" by specifying it as the MAX WATER ELEV or specify the minimum berm elevation at 427.00'. 3. Make the following revisions to plan sheets C3.0 and C3.l: A. Remove the sediment trap riser, its outlet pipe and the "TEMPORARY STANDPIPE DETAIL" for the following reasons: 1) It is not acceptable to have two continuously functioning outlets for a sediment trap. This would reduce the sediment removal by reducing the residence time within the pond. 2) Sediment traps have only one outlet. Although sediment ponds have two outlets, the second one only operates if the first one fails. B. Specify rip rap per the SWDM as follows: 1) Overflow Spillways: Table 4.4.lA (page 4-55) 2) Pipe Outfalls: Table 4.2.2A (page 4-28). C. Make the following changes to the "ROCK FACING CUT SECTION": 1) Add missing note 3 from KCRS DWG 5-004. 2) Correct the perforated drain pipes size and spelling to agree with KCRS DWG 5-004. 3) Add specification for the rockery backfill per KCRS DWG 5-004. 4) Specify that the chain-link fence be vinyl coated in a natural color. 2 4. Modify the Bond Quantity Worksheets for only the Early Start work as follows: 5. A. Page 1: Add Project and Activity Numbers to the blanks, as shown in the header on the first page of this list. B. Page 2: 1) ESC-4 (Ditching): quantity is too low. 2) ESC-7 (NGPE Fence) is missing. 3) ESC-19 (Riser) is not part of project. 4) ESC-20 (5' -Berm): Missing? c. Page 3: 1) GI-4 (Clear/grub ... ) must include entire area within clearing limits (1.9 AC?). Resubmit the following items for plan review/approval: A. Two sets of revised plans as follows: 1) First set must have the original signature on stamps (either paper or mylar) . 2) Other set is a paper copy of first set. B. Two copies of revised Bond Quantity Worksheets. PE Site Development Associates, LLC I JI 17 1\1:Jin SI ,,,ct. Rothell. Wosr1ir·,g 0 ori %011 www sdceng1rie,_~rs com Ted Cooper, P.E. King County DOES Blackriver Corporate Park 900 Oaksdale Avenue SW, Ste 100 Renton, WA 98055-1219 RE: Sandhu Subdivision -File # L06SR045 2nd Response to Comments Dear Ted: December 8, 2006 The following letter is in response to your comment letter dated December 4, 2006. Each item below addresses the corresponding comment in the letter: 1. On the cover sheet, for the four conditions of approval added by L05RE043, make the following modifications: A. Add the word "ADDITIONAL" to the header so it reads, "ADDITIONAL CONDITIONS OF APPROVAL". This will clarify that these are additional conditions. Comment Addressed -See Revised Plans. 2. Please make the following revisions to plan sheet C3.0: A. Add and show an orange NGPE fence along the entire wetland setback boundary. Comment Addressed -See Revised Plans. B. In the sediment trap plan view, address the following: 1) For the sediment trap outfall spillway show and add rip rap design details. Comment Addressed -See Revised Plans. C. In the "SEDIMENT CONTROL FACILITIES" table, clarify the meaning of "MAX ELEV" by specifying ii as the MAX WATER ELEV or specify the minimum berm elevation at 427.00'. Comment Addressed -See Revised Plans. Office. 4?5.486.6533 r ax: 425.486.6593 • Mr. Cooper, PE KING COUNTY December 4, 2006 Page2 1) It is not acceptable to have two continuously functioning outlets for a sediment trap. This would reduce the sediment removal by reducing the residence time within the pond. 2) Sediment traps have only one outlet. Although sediment ponds have two outlets, the second one only operates if the first one fails. Comment Addressed -See Revised Plans. B. Specify rip rap per the SWDM as follows: 1) Overflow Spillways: Table 4.4.1A (page 4-55). Comment Addressed -See Revised Plans. 2) Pipe Outfalls: Table 4.2.2A (page 4-28). NIA. We have removed the detail for the pipe outfall protection per comment3A. C. Make the following changes to the "ROCK FACING CUT SECTION": 1) Add missing note 3 from KCRS DWG 5-004. Comment Addressed -See Revised Plans. We have revised the wall from a rockery to a block wall. 2) Correct the perforated drain pipes size and spelling to agree with KCRS DWG5-004. Comment Addressed -See Revised Plans. 3) Add specification for the rockery backfill per KCRS DWG 5-004. Comment Addressed -See Revised Plans. 4) Specify that the chain-link fence be vinyl coated in a natural color. Comment Addressed -See Revised Plans. 4. Modify the Bond Quantity Worksheets for only the Early Start work as follows: A. Page 1: Add Project and Activity Numbers to the blanks, as shown in the header on the first page of this list. Comment Addressed -See Revised Bond Quantity Worksheet. B. Page 2: 1) ESC-4 (Ditching): quantity is too low. Mr. Cooper, PE KING COUNTY December 4, 2006 Page 3 Comment Addressed -See Revised Bond Quantity Worksheet. 2) ESC-7 (NGPE Fence) is missing. Comment Addressed -See Revised Bond Quantity Worksheet. 3) ESC-19 (Riser) is not part of project. Comment Addressed -See Revised Bond Quantity Worksheet. 4) ESC-20 (5' -Berm): Missing? Comment Addressed -See Revised Bond Quantity Worksheet. C. Page 3: 1) Gl-4 (Clear/grub ... ) must include entire area within clearing limits (1.9 AC?). We have included the entire project area in this estimate line item (2. 2 Acres) 5. Resubmit the following items for plan review/approval: A. Two sets of revised plans as follows: 1) First set must have the original signature on PE stamps (either paper or mylar). Comment Addressed. 2) Other set is a paper copy of first set. Comment Addressed. B. Two copies of revised Bond Quantity Worksheets. Comment Addressed. Regards, Scott Mesic, P.E. Site Development Associates, LLC l 0117 Main Street, Bothell. Washington 98011 www.sdaengineers.com Ted Cooper, P.E. King County ODES Blackriver Corporate Park 900 Oaksdale Avenue SW, Ste 100 Renton, WA 98055-1219 RE: Sandhu Subdivision -File# L06SR045 2nd Response to Comments Dear Ted: December 8, 2006 The following letter is in response to your comment letter dated December 4, 2006. Each item below addresses the corresponding comment in the letter: 1. On the cover sheet, for the four conditions of approval added by L05RE043, make the following modifications: A. Add the word "ADDITIONAL" to the header so it reads, "ADDITIONAL CONDITIONS OF APPROVAL". This will clarify that these are additional conditions. Comment Addressed -See Revised Plans. 2. Please make the following revisions to plan sheet C3.0: A. Add and show an orange NGPE fence along the entire wetland setback boundary. Comment Addressed-See Revised Plans. B. In the sediment trap plan view, address the following: 1) For the sediment trap outfall spillway show and add rip rap design details. Comment Addressed -See Revised Plans. C. In the "SEDIMENT CONTROL FACILITIES" table, clarify the meaning of "MAX ELEV" by specifying it as the MAX WATER ELEV or specify the minimum berm elevation at 427.00'. Comment Addressed -See Revised Plans. Office: 425.486.6533 Fax: 425.486.6593 Mr. Cooper, PE KING COUNTY December 4, 2006 Page 2 1) It is not acceptable to have two continuously functioning outlets for a sediment trap. This would reduce the sediment removal by reducing the residence time within the pond. 2) Sediment traps have only one outlet. Although sediment ponds have two outlets, the second one only operates if the first one fails. Comment Addressed -See Revised Plans. B. Specify rip rap per the SWDM as follows: 1) Overflow Spillways: Table 4.4.1A (page 4-55). Comment Addressed -See Revised Plans. 2) Pipe Outfalls: Table 4.2.2A (page 4-28). NIA. We have removed the detail for the pipe outfall protection per comment3A. C. Make the following changes to the "ROCK FACING CUT SECTION": 1) Add missing note 3 from KCRS DWG 5-004. Comment Addressed -See Revised Plans. We have revised the wall from a rockery to a block wall. 2) Correct the perforated drain pipes size and spelling to agree with KCRS DWG 5-004. Comment Addressed -See Revised Plans. 3) Add specification for the rockery backfill per KCRS DWG 5-004. Comment Addressed -See Revised Plans. 4) Specify that the chain-link fence be vinyl coated in a natural color. Comment Addressed -See Revised Plans. 4. Modify the Bond Quantity Worksheets for only the Early Start work as follows: A. Page 1: Add Project and Activity Numbers to the blanks, as shown in the header on the first page of this list. Comment Addressed -See Revised Bond Quantity Worksheet. B. Page 2: 1) ESC-4 (Ditching): quantity is too low. Mr. Cooper, PE KING COUNTY December 4, 2006 Page 3 Comment Addressed -See Revised Bond Quantity Worksheet. 2) ESC-7 (NGPE Fence) is missing. Comment Addressed-See Revised Bond Quantity Worksheet. 3) ESC-19 (Riser) is not part of project. Comment Addressed-See Revised Bond Quantity Worksheet. 4) ESC-20 (5'-Berm): Missing? Comment Addressed -See Revised Bond Quantity Worksheet. C. Page 3: 1) Gl-4 (Clear/grub ... ) must include entire area within clearing limits (1.9 AC?). We have included the entire project area in this estimate line item (2.2 Acres) 5. Resubmit the following items for plan review/approval: A. Two sets of revised plans as follows: 1) First set must have the original signature on PE stamps (either paper or mylar). Comment Addressed. 2) Other set is a paper copy of first set. Comment Addressed. B. Two copies of revised Bond Quantity Worksheets. Comment Addressed. Regards, Site Dev~ent Associates, LLC / -jJ; (~ Scott Mesic, P.E. ~ .. ·:':'·· .. ,,>r···,-~~ Site Development Associates, LLC I 0117 Main Street, Bothell, Washington 98011 www.sdaengineers.com Ted Cooper, P,E. King County DOES Blackriver Corporate Park 900 Oaksdale Avenue SW, Ste 100 Renton, WA 98055-1219 RE: Sandhu Subdivision -File# L06SR045 2"d Response to Comments Dear Ted: December 8, 2006 The following letter is in response to your comment letter dated December 4, 2006,. Each item below addresses the corresponding comment in the letter: 1, On the cover sheet, for the four conditions of approval added by L05RE043, make the following modifications: A, Add the word "ADDITIONAL" to the header so it reads, "ADDITIONAL CONDITIONS OF APPROVAL". This will clarify that these are additional conditions, Comment Addressed -See Revised Plans, 2. Please make the following revisions to plan sheet C3,0: A. Add and show an orange NGPE fence along the entire wetland setback boundary, Comment Addressed -See Revised Plans, B, In the sediment trap plan view, address the following: 1) For the sediment trap outfall spillway show and add rip rap design details, Comment Addressed -See Revised Plans, C. In the "SEDIMENT CONTROL FACILITIES" table, clarify the meaning of "MAX ELEV" by specifying it as the MAX WATER ELEV or specify the minimum berm elevation at 427,00', Comment Addressed -See Revised Plans, Office: 425.486.6533 fax: 425.486.6593 Mr. Cooper, PE KING COUNTY December 4, 2006 Page 2 1) It is not acceptable to have two continuously functioning outlets for a sediment trap. This would reduce the sediment removal by reducing the residence time within the pond. 2) Sediment traps have only one outlet. Although sediment ponds have two outlets, the second one only operates if the first one fails. Comment Addressed -See Revised Plans. B. Specify rip rap per the SWDM as follows: 1) Overflow Spillways: Table 4.4.1A (page 4-55). Comment Addressed -See Revised Plans. 2) Pipe Outfalls: Table 4.2.2A (page 4-28). NIA. We have removed the detail for the pipe outfall protection per comment3A. C. Make the following changes to the "ROCK FACING CUT SECTION": 1) Add missing note 3 from KCRS DWG 5-004. Comment Addressed -See Revised Plans. We have revised the wall from a rockery to a block wall. 2) Correct the perforated drain pipes size and spelling to agree with KCRS DWG 5-004. Comment Addressed -See Revised Plans. 3) Add specification for the rockery backfill per KCRS DWG 5-004. Comment Addressed -See Revised Plans. 4) Specify that the chain-link fence be vinyl coated in a natural color. Comment Addressed -See Revised Plans. 4. Modify the Bond Quantity Worksheets for only the Early Start work as follows: A. Page 1: Add Project and Activity Numbers to the blanks, as shown in the header on the first page of this list. Comment Addressed -See Revised Bond Quantity Worksheet. B. Page 2: 1) ESC-4 (Ditching): quantity is too low. Mr. Cooper, PE KING COUNTY December 4, 2006 Page 3 Comment Addressed -See Revised Bond Quantity Worksheet. 2) ESC-7 (NGPE Fence) is missing. Comment Addressed -See Revised Bond Quantity Worksheet. 3) ESC-19 (Riser) is not part of project. Comment Addressed -See Revised Bond Quantity Worksheet. 4) ESC-20 (5'-Benm): Missing? Comment Addressed -See Revised Bond Quantity Worksheet. C. Page 3: 1) Gl-4 (Clear/grub ... ) must include entire area within clearing limits (1.9 AC?). We have included the entire project area in this estimate line item (2. 2 Acres) 5. Resubmit the following items for plan review/approval: A. Two sets of revised plans as follows: 1) First set must have the original signature on PE stamps (either paper or mylar). Comment Addressed. 2) Other set is a paper copy offirst set. Comment Addressed. B. Two copies of revised Bond Quantity Worksheets. Comment Addressed. Regards, Site De~ment ~ssociates, LLC ,Yd/~ Scott Mesic, P.E. Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #2 October 25, 2006 1. Please address the following major concerns now: 1 A. On the plans, provide the 100-year floodplain/floodway delineation on the plans for both the site and the closed depression immediately downstream of the site, per SWDM Special Requirement #2, in Section 1.3.2. In the TIR, analyze and comment on the impacts of flooding here. 2. Please make the following revisions to the cover sheet: A. Add all four new conditions of approval from the preliminary plat revision Activity L05RE043 and include this activity number. 3. Please make the following revisions to plan sheet C3.0: A. Make the following changes to the Scope of Work: 1) Include all proposed work (i.e., offsite rockeries and offsite grading). 2) Correct the name/spelling of the water & sewer utility. 3) Clarify where the proposed drainage work is located and specify it only as temporary construction (unless proposed otherwise) B. Revise the construction sequence as follows: 1) Put step 1 immediately after current step 8. C. Add the culvert needed to convey existing ditch drainage under the temporary site entrance. Also add its pipe details. D. Fix grading conflicts/overlaps with the proposed vault excavation. ... Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #2 October 25, 2006 2 E. Some of the proposed grading contours have very sharp bends which are probably very undesirable and difficult to construct. You may want to revise them. F. Maximize the flow path through the sediment trap so larger sediments can settle out. G. In plan view, show and specify the sediment trap materials and their dimensions/slopes (as needed) to accurately describe them. H. Please correct the flow arrows so drainage flows into the pond from upstream. They are backwards. I. Remove the irrelevant bold words "TESC POND 1" from the top of the vault. J. End the project clearing limits west (upstream) of the existing culvert near STA 26+75. K. In the sediment trap plan view, address the following: 1) Maximize the flow path length (by locating all inflows at the opposite end from the outlet). The sediment trap needs to be a flow through system so sediments can settle out. 2) Specify the sediment trap's bottom dimensions, its bottom elevation and its side slopes. 3) For both sediment trap outfalls (pipe and spillway) show and add rip rap design details. L. Fix the broken leader line near STA 28 RT. 4. Make the following revisions to plan sheet C3.l: A. Modify the "ROCK FACING, CUT SECTION" as follows: 1) Show and dimension the relationship between the offsite northern R/W line and the proposed R/W improvements closest to this line. Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #2 October 25, 2006 3 2) Add a plan note stating that the asphalt sidewalk is not part of this Early Start. B. Move the sediment pond so it doesn't overlap the vault excavation area. This pond must be functional until the vault replaces its functions. C. Dimension the required minimum length and width of the sediment trap bottom. D. Either show all proposed off-site construction within the R/W or get appropriate easements (see the chain- link fence shown outside of the R/W). E. In the "TEMPORARY STANDPIPE DETAIL" specify elevations that provide the minimum 3.5'-pond depth. The pond bottom elevation appears to be in error. 5. Provide 2 up-to-date TIR's that include legible drainage calculations. The calculation copies I received are so light that they are barely legible. 6. Provide up-to-date Bond Quantity Worksheets for only the Early Start work. '-------------~ •• ...- -------------· Site Development Associates, LLC October 19, 2006 I 0117 Main Street Bo+hell. Wosr·:...:,in:2g:...:to::_n:._:9;:_8C':...:' le_' _______ _ C "" UJ c,; = > ''" -·.f,,,~ !'ii ,,... (~ . ..... ;a:;,} ~ 0:: C> SUBJECT: l!arly Start for Sandhu Plat RflpD-to com-nts by 8DA Project No. L03P0027 (Activity No. L06SR045) The purpose of this memorandum is to respond to the King County comments for the Sandhu Plat Early Start drawings based on the first plan review dated September 27. 2006. The original comments are shown in italics and our responses follow immediately. 1. Please address the following major concerns: <rn """ ,0, ~5 ~Z"CJ: ::::l)•Ju&J (C])"GlD '.Oll•,W =""' :z.::D ·i2''° ..z ~ ..... A. B. The 12"-dlameter cross culverts Immediately downstream of the site an, plugged and have l'flStricted flow capacities and may need to be n,placed with larger pipes. Also, their Inlets and outlets an, mosUy plugged. Comment accepted. We have added notes to the drawing stating that the inlet, outlet and interior of the pipes must be cleaned and free to debris in order to address this comment. Provide an analysis showing whether or not then, is potential flooding of an off-site home from the downstnlam closed dep1'8Sslon located at the ouUet of the existing cross culver for proposed Tract B pond. This comment will be addressed with the resubmittal of the construction documents for permitting of the entire plat. This comment has not been addressed for the early start submittal which is just for clearing and grading of the site. C. Tract B Is too small for either the TESC pond or the permanent pond because of n,strictlons from the BPA. Cond/Uon 7 of the March 15, 2004 Land Use Agn,ement letter from the Department of Energy (BPA) states, "Water from the detention pond (Tract BJ shall come no closer to the neal'flSt fooUng of the lattice steel structun,s than 50 feet " This comment will be addressed with the resubmittal of the construction documents for permitting of the entire plat. D. Along the southern side of SE 184th Street, between the two existing cross culverts that drain the site, there is a (30"?) SWPE driveway culvert In the roadside ditch with absolutely no cover. ff it Is crushed (which is ve,y possible due to insufficient cover) the proposed vault's downstream path will be blocked. Replace this culvert with one that meets SWDM pipe design standards. This comment will be addressed with the resubmittal of the construction documents for permitting of the entire plat. Office. 425.486 6533 f-ox: 4?~.486.6593 E. On the plans, provide a 100-year f/oodplain!f/oodway delineation on the plans for both the site and the closed depression immediately downstream of the site, per SWDM Special Requirement #2, in Section 1.3.2. In the TIR, analyze and comment on the impacts of flooding here. This comment will be addressed with the resubmittal of the construction documents for permitting of the entire plat. 2. Please make the following revisions to the cover sheet: A. In the title block, use the following DDES numbers: 1) Activity Number: L06SR045. 2) Project Number: L03P0027. Comment accepted. The title block has been updated with these numbers. B. In a box next to the title block, answer the (YES/NO) question asking whether or not this is an erosion sensitive site (per the SWDM definition). If yes, address the SWDM requirements. This site is not an erosion sensitive site, and the box next to the title block has been marked accordingly. C. Add all four new conditions of approval from the preliminary plat revision Activity L05RE043 and include this activity number. This comment will be addressed with the resubmittal of the construction documents for permitting of the entire plat. 3. Please make the following revisions to plan sheet C3.0: A. Replace the shorter of the two construction sequences with a scope of work that describes all items of work for only this phase. It is ambiguous to have two construction sequences. Comment accepted. The short sequence has been renamed to outline the activities that will be completed as part of this permit package. B. Revise the construction sequence as follows: 1) Before the site is cleared/grubbed Specify that the TESC pond/trap and its downstream conveyance system must be cleaned, functional and protected. Comment accepted. This note has been added to the construction sequence. C. Around Tract B, move the clearing limits outside of the wetland. Comment accepted, the clearing limits have been revised. Page 2 D. Show the TESC pond/trap details in plan view. Comment accepted. The TESC pond has been replaced with a TESC plan, which has been detailed on the plan view, and a detail added to the TESC detail sheet. E. Use the existing quarry spa/I roadway to Tract B instead of construct a new one over it. Comment accepted. The proposed roadway has been eliminated due to the issue of the allowable building area around the power tower. F. Provide the following for all proposed pipes (temporary and permanent): diameters, materials, invert elevations and lengths. For pipes in the RJW provide STA's with offsets. Comment accepted. All proposed pipes have been labeled accordingly. G. Specify the removal or relocation of all existing improvements that need relocating or removal. The existing structures to be removed have been labeled, and the existing power pole to be removed has also been labeled. H. Please address the following pond design problems: 1) Add a defined inlet to Tract B pond, 2) Maximize the flow path length so the pond is a flow through system. 3) Specify the pond dimensions and side slopes. These comments will be addressed with the resubmittal of the construction documents for permitting of the entire plat. 4. On plan sheets C3.0 and C3.1, add the names of all existing streets that are shown. Comment accepted. The street names have been added. 5. Please make the following revisions to plan sheet C3.1: A. Add rockery details and rockery heights for off-site rockeries. Rockeries can only support cuts because they are not structural walls. Comment accepted. A rockery detail has been added and heights have been called out on the plans. B. Add TESC pond details. This copy from the SWDM is only conceptual and requires additional details. Comment accepted. The TESC pond has been replaced with a sediment trap and additional details for the trap have been provided. Page 3 C. Move the sediment pond so it doesn't overlap the vault excavation area. This pond must be functional until the vault replaces its functions. Comment accepted. The sediment trap has been moved outside the foot print of the proposed detention vault. D. Dimension the required minimum length and width of the entire pond bottom and specify its minimum length-to-width ratio. Comment accepted. The dimensions of the proposed sediment trap have been added to the to the plan sheet. E. Either revise the boundaries of off-site construction to be within the R/W or get appropriate easements (see the rockeries). The proposed rockeries are located within the R/W. The drawing has been updated in order to make this clearer. 6. Add DOES approval block to all sheets except cover sheet. Comment accepted. The approval block has been added to the necessary sheets. If you have any questions regarding these comments please feel free to give me a call. William Helsley, P.E. Senior Civil Engineer Page 4 _, <{ ·"' ( j .. r ~-,, i~,,· {', ' " dev-15min.pks Flow Frequency Analysis Time series File:dev-15min.tsf Project Location:sea-Tac ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Fl ow Rate Rank Time of Peak (CFS) 0.729 6 8/27 /01 18: 00 o. 509 8 9/17/02 17:45 1.49 2 12/08/02 17:15 0. 587 7 8/23/04 14:30 0.803 5 10/28/04 16:00 0.849 4 10/27/05 10:45 1.01 3 10/25/06 22:45 2.07 1 1/09/08 6:30 computed Peaks <:'' \ "-.) .-. f") .. · ,·.. I " .... , i 1:.... I .... ..... (,..., \. \. ... \-·;;., \ \J~ --Peaks --Rank Return Prob (CFS) Period 2.07 1 100.00 0.990 1.49 2 25.00 0.960 1.01 3 10.00 0.900 0.849 4 5.00 0.800 0.803 5 3.00 0.667 0.729...---6 2.00 0.500 0.587 7 1. 30 0.231 o. 509 8 1.10 0.091 1.87 50.00 0.980 ...,I ··-- '.'\J'-',.<',''(''. ,., ' ~ l ,... 't... , .. \ V-.{ .... ~ , • ! . \ ·,. ' \.., . ,J.,._..:· ·.-\ Page 1 @ Land Use Summary G].~~ ~ I Area TIii Forest: 0.00 acres! Till Pasture! i Till Grassl 0.00 acresi ' 0.52 acresi 0.00 acres! ' 0.00 acres! Outwash Forest 1 Outwash Pasture! Outwash Grassi 0.00 acresi ! ! Wetland[ 0.00 acres! I ' I I lmperviousj 1.53 acresj 1 -Total i I 2.05 acresi [_ _ _ __J Scale Factor: 1.00 15-Min Reduced ? --' Edit Flow Paths I Time Series: ~ld_ev-_15_m_i_n ________ ~!_»~I Compute Time Series ! Modify User Input I File for computed Time Series [.TSF] Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #1 September 27, 2006 1. Please address the following major concerns: 1 t,J<.'.. The 12" -diameter cross culverts immediately downstream of the site are plugged and have restricted flow capacities and may need to be replaced with larger pipes. Also, their inlets and outlets are mostly plugged. Provide an analysis showing whether or not there is potential flooding of an off-site home from the downstream closed depression located at the outlet of the existing cross culver for proposed Tract B pond. t.JY.' Tract Bis too small for either the TESC pond or the permanent pond because of restrictions from the BPA. Condition 7 of the March 15, 2004 Land Use Agreement letter from the Department of Energy (BPA) states, "Water from the detention pond (Tract B) shall come no closer to the nearest footing of the lattice steel structures than 50 feet." Along the southern side of SE 184th Street, between the two existing cross culverts that drain the site, there is a (30"?) SWPE driveway culvert in the roadside ditch with absolutely no cover. If it is crushed (which is very possible due to insufficient cover) the proposed vault's downstream path will be blocked. Replace this culvert with one that meets SWDM pipe design standards. On the plans, provide a 100-year floodplain/floodway delineation on the plans for both the site and the closed depression immediately downstream of the site, per SWDM Special Requirement #2, in Section 1.3.2. In the TIR, analyze and comment on the impacts of flooding here. Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #1 2 September 27, 2006 2. Please make the following revisions to the cover sheet: (.].,:' In the title block, use the following DDES numbers: ~-Activity Number: L06SR045. a,:r--Project Number: L03P0027. ~ In a box next to the title block, answer the (YES/NO) question asking whether or not this is an erosion sensitive site (per the SWDM definition) address the SWDM requirements. If yes, Add all four new conditions of approval from the preliminary plat revision Activity L05RE043 and include this activity number. 3. Please make the following revisions to plan sheet C3.0: Replace the shorter of the two construction sequences with a scope of work that describes all items of work for only this phase. It is ambiguous to have two construction sequences. Revise the construction sequence as follows: ~-Before the site is cleared/grubbed Specify that the TESC pond/trap and its downstream conveyance system must be cleaned, functional and protected. /)2': Around Tract B, move the clearing limits outside of the wetland. Show the TESC pond/trap details in plan view. Use the existing quarry spall roadway to Tract B instead of construct a new one over it. Provide the following for all proposed pipes (temporary and permanent): diameters, materials, invert elevations H. Early Start for Sandhu Plat Project No. L03P0027 (Activity No. L06SR045) Plan Review #1 September 27, 2006 and lengths. For pipes in the R/W provide STA's with offsets. Specify the removal or relocation of all existing improvements that need relocating or removal. 5,,d 1':"( Please address the following pend design preolems· i-}~-Add a-aefined inlet to-Tract B pond, J 1 <" 7 ,.-~r 3 2) Maximize the flow path length so the_p mi is a flow through system. i/1.a.f w ,'(( "'-/{ <·"-' ,J' .f.u ~.,,{/!., ou:f r ;n Specify the pond dimensions and side slopes. ~ On plan sheets C3.0 and C3.l, add the names of all existing streets that are shown. 5. Please make the following revisions to plan sheet C3.l: C. Add rockery details and rockery heights for off-site rockeries. Rockeries can only support cuts because they are not structural walls. Add TESC pond details. This copy from the SWDM is only conceptual and requires additional details. Move the sediment~ so it doesn't overlap the vault excavation area. This pond must be functional until the vault replaces its functions. D. Dimension the required minimum length and width of the s@d 1-"'t" entire pond l3ot:tom and speeif7 it11 fltiRimum leR§tR te E. Midth ratio. slwiw ~ Either i::.wia1e tl:J.r;,-.ii.:«:l.:.ri es ef off-site construction to be within the R/W or get appropriate easements (see the rockery-s 11+ [.,,_,,__c:.<_ ... f S1'/t J-D fSO ~ Add DDES approval block to all sheets except cover sheet. f f'c.v, d. ~ 2 TI RS (lA.('--+.., _ cf oJ--(!) w / {s 'f l,';l S ~r L, )for-/ · ,+-.,,..-> Add. r-<L<; S' w"" -f ,'f"'Oc1e..;_R,::.~ <, '"~ "· .... ~+ J' ,'i--s \,.q)M Afb"'.'5"', 'Z. (r1 21-41&. •fz) <i ....,,/'f. ® King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TTY 206-296-7217 Drop-Off Cover Sheet for LUSD ONLY For alternate formats, call 206-296-6600. Drop-Off Cover Sheet for Land Use Services Division Lot Line Adjustment Permit Please specify item(s) dropped-off: Right of Way Permit Please specify item(s) dropped-off: Clearing/ Grading Permit-Additional informaut~~G~.vt s Please specify 1tem(s) dropped-off: • • • Date Received by LUSD ',"' ,'r0 P r I \\ /7 r-:=0 [)) r ,;.~_: \ r -I ;-:i I \ • .• / '1::-----J I D I'.~ .\ _ _/; I_L_--:::-_1 I ' / i_ Ii I r,uv l ti ;,:uo6 ' .,, K.C. D.D.E.S. Other: -------------------------------------- PLEASE NOTE: All drop-off item(s) will be logged into the computer under the project number, therefore, it is important that the top portion of this form is completed properly before you drop-off anything. Assistance in finding a project number can be provided by speaking to a Zoning/Land Use Technician. Your cooperation is important. Thank you. Check out the DOES Web site at www.metrokc.gov/ddes Drop-Off Cover Sheet-LUSD Only lg-cvs-d ropoff.pdf 11-03-2004 Page 1 of 1 Site Development Associates, LLC 10117 Moi11 Stroot. Bothell. Wosr1i11g:on 98011 www.sCJoeriq1neers com November 15, 2006 Ted Cooper, P.E. King County DOES Blackriver Corporate Park RECEIVED NOV 1 6 2006 KING COUNlY LAND USE SERVICES 900 Oaksdale Avenue SW, Ste 100 Renton, WA 98055-1219 RE: Sandhu Subdivision -File # L06SR045 Response to Comments Dear Ted: The following letter is in response to your comment letter dated October 25, 2006. Each item below addresses the corresponding comment in the letter: 1. Please address the following major concerns now: A. On the plans, provide the 100-year floodplain/floodway delineation on the plans for both the site and the closed depression immediately downstream of the site, per SWDM Special Requirement #2, in Section 1.3.2. In the TIR, analyze and comment on the impacts of flooding here. No closed depressions are located onsite. However, a small closed depression is located downstream, south of the subject property, on the south side of SE 1841h Street on tax parcel 3323059036. This closed depression is less than 5,000 square feet and therefore would not be considered a closed depression as defined by the King County Surface Water Design Manual. Onsite wetlands have been inventoried, mapped and confirmed by DOES staff. The site does not contain or abut a Type 1 or 2 Stream, and therefore should not be subject to special requirements. (A type 3 stream is located approximately 700 feet south of the subject site, adjacent the northeast corner of the Auria Woods Subdivision.) This proposed project does not meet the conditions for requiring floodplain/floodway delineation. Office: 425.486.6533 fax: 425.486 6593 Mr. Cooper, PE KING COUNTY November 15, 2006 Page2 2. Please make the following revisions to the cover sheet: A. Add all four new conditions of approval from the preliminary plat revision Activity L05RE043 and include this activity number. The four new conditions have been added. 3. Please make the following revisions to plan sheet C3.0: A. Make the following changes to the Scope of Work: 1) Include all proposed work (i.e., offsite rockeries and offsite grading). All activities in the scope of the early grading permit have been added. 2) Correct the name/spelling of the water & sewer utility. Spelling corrected. 3) Clarify where the proposed drainage work is located and specify it only as temporary construction (unless proposed otherwise). Scope clarified. B. Revise the construction sequence as follows: 1) Put step 1 immediately after current step 8. Comment addressed. C. Add the culvert needed to convey existing ditch drainage under the temporary site entrance. Also add its pipe details. Culverl added. D. Fix grading conflicts/overlaps with the proposed vault excavation. Sediment trap has been moved to address conflict/overlap. E. Some of the proposed grading contours have very sharp bends which are probably very undesirable and difficult to construct. You may want to revise them. These contours reflect the finished grade and represent curbs, road crowns, sidewalk, etc. F. Maximize the flow path through the sediment trap so larger sediments can settle out. We have moved the inlets from the interceptor swales to one end of the trap to allow sediments a longer flow path prior to outletting. Mr. Cooper. PE KING COUNTY November 15, 2006 Page 3 G. In plan view, show and specify the sediment trap materials and their dimensions/slopes (as needed) to accurately describe them. We have added a table that shows the dimensions, side slopes, and elevations for the sediment pond. The detail on sheet 3. 1 shows materials. H. Please correct the flow arrows so drainage flows into the pond from upstream. They are backwards. Comment addressed. I. Remove the irrelevant bold words "TESC POND 1" from the top of the vault. Comment addressed. J. End the project clearing limits west (upstream) of the existing culvert near STA 26+75. We have revised the clearing limits per the comment. K. In the sediment trap plan view, address the following: 1) Maximize the flow path length (by locating all inflows at the opposite end from the outlet). The sediment trap needs to be a flow through system so sediments can settle out. Comment addressed -see response above. 2) Specify the sediment trap's bottom dimensions, its bottom elevation and its side slopes. Comment addressed -see response above. 3) For both sediment trap outfalls (pipe and spillway) show and add rip rap design details. We have added outfall protection details. L. Fix the broken leader line near STA 28 RT. We were not able to identify the broken leader in our plans. 4. Make the following revisions to plan sheet C3.1: A. Modify the "ROCK FACING, CUT SECTION" as follows: 1) Show and dimension the relationship between the offsite northern R/W line and the proposed R/W improvements closest to this line. We have updated the detail. • Mr. Cooper, PE KING COUNTY November 15, 2006 Page4 2) Add a plan note stating that the asphalt sidewalk is not part of this Early Start. Comment addressed -note added. B. Move the sediment pond so it doesn't overlap the vault excavation area. This pond must be functional until the vault replaces its functions. Comment addressed -see above. C. Dimension the required minimum length and width of the sediment trap bottom. Comment addressed -see above. D. Either show all proposed off-site construction within the RNv or get appropriate easements (see the chain-link fence shown outside of the RN.J). Plans updated to show all work within the right-of-way. E. In the "TEMPORARY STANDPIPE DETAIL" specify elevations that provide the minimum 3.5'-pond depth. The pond bottom elevation appears to be in error. Elevations updated. 5. Provide 2 up-to-date TIR's that include legible drainage calculations. The calculation copies I received are so light that they are barely legible. Comment addressed -see updated T/Rs. 6. Provide up-to-date Bond Quantity Worksheets for only the Early Start work. Comment addressed -see updated Bond Quantity Worksheets. Regards, 0 D C 0 E CL C C w CJ D (l) > 0 U1 .. , u, 0 _J "' 0 0 N -N 0 _o (l) u._ S.E. 1/4, N. W. 1/4, SECTION 33, TWP. 23 N., AGE. 5 E., W.M. 4' MIN 1 ' Ml N----1' DEPTH 2" -4" ROCK -[ _[1' 1' (SEE NOTE 1) ;.-------,_--~ FLOW a FLOW I --''<--~ 21-- --:::111~1 J __ I:::::/ ~------rTTC1 =-=-m=::f/ I 1 -It------/ /:::--TT, .-/ / f-;-c-'\_ FILTER FABRIC FENCING 1' DEPTH 3/4" --1-1/2" WASHED GRAVEL OVERFLOW SPILLWAY 6' MIN WIDTH 1.5' SEDIMENT STORAGE 2' SETTING DEPTH & 1' DEPTH OF 2" -4" ROCK, 1' DEPTH OF 3 / 4" -1 /2" WASHED GRAVEL. SEDIMENT TRAP DETAIL N. T.S. NOTE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM CD SEDIMENT TRAP DETAIL N. T. S. INSTALL DRIVEWAY CULVERT IN THERE IS A ROADSIDE DITCH PRESENT, PER KING COUNTY ROAD STANDARDS J;/L _____ _ HARD SURFACE ROAD I 0, I 0) ¢::'.:r'---~c-'----12" MIN DEPTH ~--25: '../'-0{/ 1 5' 1---MIN_,__ \_ PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA ED CONSTRIJCTION ENTRANCE N. T.S. R: \Project"\ I 07( Off e )\01 4 -oc, (Soncl hu)\Dwg \sricets \Farly Start\SD-erdtO 1 .dwq -Scale: ?O ED 1' MIN KEY ROCK INTO SWALE 0.25' MIN. NOTE: 1. SUMP BEHIND ROCK CHECK DAM SHALL BE INSPECTED DAILY, AND CLEANED WHEN COLLECTED DEBRIS EXCEEDS 1 /2 OF ITS DEPTH. SECTION A-A ,--3' --1--3' --1 ROCK CHECK DAM---.., 1 i25' 0.75' FLOW LINE ,....,_ ,...., I 0.5' MIN KEY ROCK INTO SWALE 0.25' MIN. SUMP UPSTREAM TYPICAL CROSS SECTION INTERCEPTOR DITCH W/ROCK CHECK DAfv1 N. T.S. 1' THICK ROCK LINING LAYER 1 J 17 EMERGENCY OVERFLOW 6' NOTES: ROCK LINING SHALL BE REASONABLY WELL GRADED AS MAXIMUM STONE SIZE: 12 INCHES MEDIAN STONE SIZE: 8 INCHES MINIMUM STONE SIZE: 2 INCHES OVERFLOW SPILLWAY ED N. T. S. 3 17 OVERFLOW " WATER SURFACE FOLLOWS ED /CATCH BASl~GRATE ~11~",i!:_• __ ~ __ o 1 , 1 rrrro,~= 1 - 1 SOLID =111 I OVERFLOW 11_111 WALLS - FILTER MEDIA I= I I II I FOR DEWATERING= 111 11-------=I I Ill / Ill II / -II I I I POROUS BOTTOM I I I 11= II NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. CATCH BASIN INLET PROTECTION N. T.lS. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. ., ' . ' I I I I . ' - ' ' . ' 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED,---.. FILTER FABRIC J I I ,rn~, illim' m11Fm·uJ,JD---IL!iJjlU""wrriG-n-m-n--m -m-m [J;;;]r..r~r·r-rm=rn-J;;;~~r 11 r' 1inJlmUmlL111lll;,:;lil;,;;_rnliF~ml rTl::'::l rJ!rfi-1rnl I ~11 ;:-;-; IE -I _,' I • I I-6 MAX. I l"'MtNIMUM 4"x4" TRENCH// lJ / BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5/" POST SPACING MAY BE INCREASED WASHED GRAVEL TO 8' IF WIRE BACKING IS USED 2"x4" WOOD POSTS, STEEL FENCE NOTE: FILTER FABf!IC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT INSTALLED ALONG CONTOUR WHENEVER POSSIBLE FIL TEA FENCE DETAIL ED N.T.S. • z :::;; N ' N ~ B KING COUNTY D.D.E.8. "' .. JAMES H. ~ANDERS, P.E. DEVELOPMENT ENGINEER COMMENTS: ;).,-5-07 COMPLETION DATE z,~v,cJ-:; COMPLETION DATE '7p 11 /? Le 1 APPROVAL DATE U) z 0 -Cl) -> w a: .. .. -.. i -0 -u .. 0 u rn • • N ,: t: 0 :c it g co ..J "' .. -0 ~ a: ..... u __J _J ill > • V1 (I) 11,1 IO .. IO '9 IO Q) 0 C\I IO N 11,1 ~ 8'! <IQ ._ '"0 ij: N a.. ~ N ~ :1:1:c;>r:; •• J;; 0 ., "ta ,pa ,! -C ~o-<:o (\I :I \I .c II) -II) a: a. z 0 -en -> ..... ........ Ca:, OJ ..... =:, en en >, -.... :) a:, :cw C z <( en ~--1 ,. t4 ., 9 ... -0 ~ 0 - • 0 z ~ u .!!. e a. ""' 0 E 0 u " "' (l) C Ol C (l) 0 D ~ en _J ...... < I-w 0 • (..) • en • w • I- .. -> .. C .: -:I ~ ~ ~ 0 0 I C3.1