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SUB2003-00013 NIOIS1AIGIIf1S z • oNI saivisa LEflSSEIN n000ioozans • NOTICE OF TYPE II DECISION Afik SUBDIVISION (SUB) 2003-00013 CITY OFTIGARD Community Development KESSLER ESTATES NO. 2 SUBDIVISION shaping (Better Community 120 DAYS = 4/06/2004 SECTION I. APPLICATION SUMMARY FILE NAME: KESSLER ESTATES NO. 2 SUBDIVISION CASE NO.: Subdivision (SUB) SUB2003-00013 REQUEST: A request for Subdivision approval to create 11, single-family lots ranging in size between 6,732 and 9,037 square feet on an approximately 2.52 acre site. OWNERS: Julius B. Kessler, Trustee APPLICANT: Beacon Homes Northwest 9425 SW Sattler Attn: Peter Kusyk Tigard, OR 97224 PO Box 407 Wilsonville, OR 97070 Kenneth & Sheila Began 9495 SW Sattler Tigard, OR 97224 COMP. PLAN DESIGNATION: Low-Density Residential. ZONE: R-4.5; The R-4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses are also permitted conditionally. LOCATION: 9425 SW Sattler Street; WCTM 2S111DB, Tax Lot 13300, and 9495 SW Sattler Street, WCTM 2S111DB, Tax Lot 13100. APPLICABLE CRITERIA: Community Development Code Chapters 18.390 (Decision Making Procedures); 18.430 (Subdivision); 18.510 (Residential Zoning Districts); 18.705 (Access, Egress and Circulation); 18.715 (Density Computation); 18.745 (Landscaping and Screening); 18.765 (Off-Street Parking); 18.790 (Tree Removal); 18.795 (Visual Clearance Areas); and 18.810 (Street and Utility Improvement Standards). SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request subject to certain conditions of approval. The findings and conclusions on which the decision is based are noted in Section VI of this Decision. NOTICE OF DECISION PAGE 1 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION CONDITIONS OF APPROVAL THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO COMMENCING ANY ONSITE IMPROVEMENTS, INCLUDING GRADING, EXCAVATION, FILL, TREE REMOVAL, AND/OR DEMOLITION ACTIVITIES: Submit to the Planning Department (Morgan Tracy, 639-4171, ext. 2428) for review and approval: 1. Prior to any site work, the applicant shall submit a revised street lan to ensure that the private street does not extend more than 150 feet without provisions for a fire truck turnaround. 2. Prior to any site work, the applicant shall submit a revised street utility plan that shows the location, species, and size (minimum 2-inch caliper) of required street trees per the City Forester's recommendations. 3. Prior to and during construction, if any trees currently proposed to be retained are removed, approval must be granted by the City Forester PRIOR to any such tree removal. No additional mitigation will be required if the tree dies or becomes hazardous due to circumstances not related to construction activity. Additional mitigation will be required if the trees are removed due to unauthorized activity. 4. Prior to any site work, a tree protection plan, prepared by a certified arborist shall be prepared and submitted to the City Forester for review and approval. Once approved, tree protection measures must be installed for all trees to be retained. Once installed, the City Forester must inspect the tree protection measures. 5. Prior to any site work, the applicant shall acknowledge in writing that the development code provides for the following penalties if the trees on site are damaged or removed: Notwithstanding any other provision of this title, any party found to be in violation of this chapter $pursuant to Chapter 1.16 of the Tigard Municipal Code shall be subject to a civil penalty of up to 500 and shall be required to remedy any damage caused by the violation. Such remediation shall include, but not be limited to, the following: • Replacement of unlawfully removed or damaged trees in accordance with Section 18.790.060 (D) of the Tigard Development Code; and • Payment of an additional civil penalty representing the estimated value of any unlawfully removed or damaged tree, as determined using the most current International Society of Arboriculture's Guide for Plant Appraisal. 6. Prior to any site work, the applicant shall prepare a mitigation plan to account for the 96 caliper inches of trees. For any trees that cannot be accommodated on site or off site, a payment in- lieu of planting the balance will be assessed (presently at $125 per caliper inch). A bond will be required to cover the cost of the mitigation trees until they have been planted. Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642) for review and approval: 7. Prior to commencing onsite improvements, a Public Facility Improvement (PFI) permit is required for this project to cover street improvements, infrastructure and any other work in the public right-of-way. Eight (8) sets of detailed public improvement plans shall be submitted for review to the Engineering Department. NOTE: these plans are in addition to any drawings required by the Building Division and should only include sheets relevant to public improvements. Public Facility Improvement (PFI) permit plans shall conform to City of Tigard Public Improvement Design Standards, which are available at City Hall and the City's web page (www.ci.tigard.or.us). NOTICE OF DECISION PAGE 2 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION 8. The PFI permit plan submittal shall include the exact legal name, address and telephone number of the individual or corporate entity who will be designated as the "Permittee", and who will provide the financial assurance for the public improvements. For example, specify if the entity is a corporation, limited partnership, LLC, etc. Also specify the state within which the entity is incorporated and provide the name of the corporate contact person. Failure to provide accurate information to the Engineering Department will delay processing of project documents. 9. The applicant shall provide a construction vehicle access and parking plan for approval by the City Engineer. The purpose of this plan is for parking and traffic control during the public improvement construction phase. All construction vehicle parking shall be provided on-site. No construction vehicles or equipment will be permitted to park on the adjoining residential public streets. Construction vehicles include the vehicles of any contractor or subcontractor involved in the construction of site improvements or buildings proposed by this application, and shall include the vehicles of all suppliers and employees associated with the project. 10. The applicant shall provide signage at the entrance of each shared flag lot driveway or private street that lists the addresses that are served by the given driveway or street. 11. The applicant shall submit construction plans to the Engineering Department as a part of the Public Facility Improvement permit, which indicate that they will construct a half-street improvement along the frontage of SW Sattler Street. The improvements adjacent to this site shall include: A. City standard pavement section for a neighborhood route from curb to centerline equal to 18 feet; B. pavement tapers needed to tie the new improvement back into the existing edge of pavement shall be built beyond the site frontage; C. concrete curb, or curb and gutter as needed; D. storm drainage, including any off-site storm drainage necessary to convey surface and/or subsurface runoff; E. 5 foot concrete sidewalk with a planter strip; F. street trees in the planter strip spaced per TDC requirements; G. street striping; H. streetlight layout by applicant's engineer, to be approved by City Engineer; I. underground utilities; J. street signs (if applicable); K. driveway apron (if applicable); and L. adjustments in vertical and/or horizontal alignment to construct SW Sattler Street in a safe manner, as approved by the Engineering Department. 12. The applicant's Public Facility Improvement permit construction drawings shall indicate that full width street improvements, including traffic control devices, mailbox clusters, concrete sidewalks, driveway aprons, curbs, asphaltic concrete pavement, sanitary sewers, storm drainage, street trees, streetlights, and underground utilities shall be installed within the interior subdivision streets. Improvements shall be designed and constructed to local street standards. 13. A profile of Sattler Street shall be required, extending 300 feet either side of the subject site showing the existing grade and proposed future grade. NOTICE OF DECISION PAGE 3 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION 14. The applicant's construction plans shall show "No Parking This Side of Street" signs along one side of the internal streets. 15. The applicant's construction plans shall show a public storm main line extended in 94th Avenue and Home Street. 16. The proposed storm detention line shall not be constructed of CMP. Smooth bore HDPE, concrete or PVC pipe material is acceptable. 17. Any extension of public water lines shall be shown on the proposed Public Facility Improvement (PFI) permit construction drawings and shall be reviewed and approved by the City's Water Department, as a part of the Engineering Department plan review. NOTE: An estimated 12% of the water system costs must be on deposit with the Water Department prior to approval of the PFI permit plans from the Engineering Department and construction of public water lines. 18. The applicant shall provide an on-site water quality facility as required by Clean Water Services Design and Construction Standards (adopted by Resolution and Order No. 00-7). Final plans and calculations shall be submitted to the Engineering Department (Kim McMillan) for review and approval prior to issuance of the site permit. In addition, a proposed maintenance plan shall be submitted along with the plans and calculations for review and approval. 19. An erosion control plan shall be provided as part of the Public Facility Improvement (PFI) permit drawings. The plan shall conform to the "Erosion Prevention and Sediment Control Design and Planning Manual, February 2003 edition." 20. A final grading plan shall be submitted showing the existing and proposed contours. The plan shall detail the provisions for surface drainage of all lots, and show that they will be graded to insure that surface drainage is directed to the street or a public storm drainage system approved by the Engineering Department. For situations where the back portions of lots drain away from a street and toward adjacent lots, appropriate private storm drainage lines shall be provided to sufficiently contain and convey runoff from each lot. 21. The applicant shall obtain a 1200-C General Permit issued by the City of Tigard pursuant to ORS 468.740 and the Federal Clean Water Act. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO APPROVAL OF THE FINAL PLAT: Submit to the Planning Department (Morgan Tracy, 639-4171, ext. 2428) for review and approval: 22. Prior to final plat approval, the applicant must provide evidence that Washington County has approved the plat name reservation. 23. Prior to final plat approval, the final plat shall reflect that no direct vehicular access will be permitted to SW Sattler Street from lots 16 or 26. 24. Prior to final plat approval, the applicant shall revise the plat so that all lots have a minimum of 25 feet of frontage on a public or private street, including lots . NOTICE OF DECISION PAGE 4 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION 25. Prior to final plat approval, the applicant shall ensure that either a minimum 4-foot-wide concrete walkway is provided to the school site to the north as part of Kessler Phase No. 1 or alternately that such a walkway is provided for in Phase No. 2. If part of Phase No. 2, this walkway connection shall be located generally between lots 19 and 20, aligning roughly with the north-south axis of the proposed internal public street Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642) for review and approval: 26. Prior to final plat approval, the applicant shall pay an addressing fee in the amount of$600.00. (STAFF CONTACT: Shirley Treat, Engineering). 27. The applicant shall cause a statement to be placed on the final plat to indicate that the proposed private street(s) will be jointly owned and maintained by the private property owners who abut and take access from it (them). 28. Prior to approval of the final plat, the applicant shall pay $879.00 to the City for the striping of the bike lane along the frontage of SW Sattler Street. 29. The applicant shall either place the existing overhead utility lines along SW Sattler Street underground as a part of this project, or they shall pay the fee in-lieu of undergrounding. The fee shall be calculated by the frontage of the site that is parallel to the utility lines and will be $ 35.00 per lineal foot. If the fee option is chosen, the amount will be $ 8120.00 and it shall be paid prior to approval of the final plat. 30. The applicant's final plat shall contain State Plane Coordinates on two monuments with a tie to the City's global positioning system (GPS) geodetic control network (GC 22). These monuments shall be on the same line and shall be of the same precision as required for the subdivision plat boundary. Along with the coordinates, the plat shall contain the scale factor to convert ground measurements to grid measurements and the angle from north to grid north. These coordinates can be established by: • GPS tie networked to the City's GPS survey. • By random traverse using conventional surveying methods. 31. Final Plat Application Submission Requirements: A. Submit for City review four (4) paper copies of the final plat prepared by a land surveyor licensed to practice in Oregon, and necessary data or narrative. B. Attach a check in the amount of the current final plat review fee (Contact Planning/Engineering Permit Technicians, at (503) 639-4171, ext. 2421). C. The final plat and data or narrative shall be drawn to the minimum standards set forth by the Oregon Revised Statutes (ORS 92.05), Washington County, and by the City of Tigard. D. The right-of-way dedication for Sattler Street shall be made on the final plat. NOTICE OF DECISION PAGE 5 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION E. NOTE: Washington County will not begin their review of the final plat until they receive notice from the Engineering Department indicating that the City has reviewed the final plat and submitted comments to the applicant's surveyor. F. After the City and County have reviewed the final plat, submit two mylar copies of the final plat for City Engineer signature (for partitions), or City Engineer and Community Development Director signatures (for subdivisions). THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO ISSUANCE OF BUILDING PERMITS: Submit to the Planning Department (Morgan Tracy, 639-4171, ext. 2428) for review and approval: 32. Prior to the issuance of building permits, the developer shall sign a copy of the City's sign compliance agreement. Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642) for review and approval: 33. Prior to issuance of building permits, the applicant shall provide the Engineering Department with a "photomylar" copy of the recorded final plat. 34. Prior to issuance of building permits the applicant's engineer shall provide a post-construction sight distance certification. 35. The City Engineer may determine the necessity for, and require submittal and approval of, a construction access and parking plan for the home building phase. If the City Engineer deems such a plan necessary, the applicant shall provide the plan prior to issuance of building permits. 36. Prior to issuance of building permits within the subdivision, the City Engineer shall deem the public improvements substantially complete. Substantial completion shall be when: 1) all utilities are installed and inspected for compliance, including franchise utilities, 2) all local residential streets have at least one lift of asphalt, 3) any off-site street and/or utility improvements are substantially completed, and 4) all street lights are installed and ready to be energized. (NOTE: the City, apart from this condition, and in accordance with the City's model home policy may issue model home permits). 37. Prior to issuance of building permits, the applicant shall provide the City with as-built drawings of the public improvements as follows: 1) 3 mil mylar, 2) a diskette of the as-builts in "DWG" format, if available; otherwise "DXF" will be acceptable, and 3) the as-built drawings shall be tied to the City's GPS network. The applicant's engineer shall provide the City with an electronic file with points for each structure (manholes, catch basins, water valves, hydrants and other water system features) in the development, and their respective X and Y State Plane Coordinates, referenced to NAD 83 (91). IN ADDITION, THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF THE COMMUNITY DEVELOPMENT NOTICE OF DECISION PAGE 6 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION CODE; THIS IS NOT AN EXCLUSIVE LIST: 18.430.080 Improvement Agreement: Before City approval is certified on the final plat, and before approved construction plans are issued by the City, the Subdivider shall: 1. Execute and file an agreement with the City Engineer specifying the period within which all required improvements and repairs shall be completed; and 2. Include in the agreement provisions that if such work is not completed within the period specified, the City may complete the work and recover the full cost and expenses from the subdivider. The agreement shall stipulate improvement fees and deposits as may be required to be paid and may also provide for the construction of the improvements in stages and for the extension of time under specific conditions therein stated in the contract. 18.430.090 Bond: As required by Section 18.430.080, the subdivider shall file with the agreement an assurance of performance supported by one of the following: 1. An irrevocable letter of credit executed by a financial institution authorized to transact business in the State of Oregon; 2. A surety bond executed by a surety company authorized to transact business in the State of Oregon which remains in force until the surety company is notified by the City in writing that it may be terminated; or 3. Cash. The subdivider shall furnish to the City Engineer an itemized improvement estimate, certified by a registered civil engineer, to assist the City Engineer in calculating the amount of the performance assurance. The subdivider shall not cause termination of nor allow expiration of said guarantee without having first secured written authorization from the City. 18.430.100 Filing and Recording: Within 60 days of the City review and approval, the applicant shall submit the final plat to the County for signatures of County officials as required by ORS Chapter 92. Upon final recording with the County, the applicant shall submit to the City a mylar copy of the recorded final plat. NOTICE OF DECISION PAGE 7 OF 26 SUB2003-00013-KESSLER ESTATES NO 2 SUBDIVISION 18.430.070 Final Plat Application Submission Requirements: Three copies of the subdivision plat prepared by a land surveyor licensed to practice in Oregon, and necessary data or narrative. The subdivision plat and data or narrative shall be drawn to the minimum standards set forth by the Oregon Revised Statutes (ORS 92.05), Washington County, and by the City of Tigard. STREET CENTERLINE MONUMENTATION SHALL BE PROVIDED AS FOLLOWS: Centerline Monumentation In accordance with Oregon Revised Statutes 92.060, subsection (2), the centerline of all street and roadway rights-of-way shall be monumented before the City accepts a street improvement. The following centerline monuments shall be set: 1. All centerline-centerline intersection points; 2. All cul-de-sac center points; and 3. Curve points, beginning and ending points (PC's and PT's). All centerline monuments shall be set during the first lift of pavement. Monument Boxes Required Monument boxes conforming to City standards will be required around all centerline intersection points, cul-de-sac center points, and curve points. The tops of all monument boxes shall be set to finished pavement grade. 18.810 Street & Utility Improvement Standards: 18.810.120 Utilities All utility lines including, but not limited to those required for electric, communication, lighting and cable television services and related facilities shall be placed underground, except for surface-mounted transformers, surface-mounted connection boxes, and meter cabinets which may be placed above ground, temporary utility service facilities during construction, high capacity electric lines operating at 50,000 volts or above. 18.810.130 Cash or Bond Required NOTICE OF DECISION PAGE 8 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION All improvements installed by the subdivider shall be guaranteed as to workmanship and material for a period of one year following acceptance by the City. Such guarantee shall be secured by cash deposit or bond in the amount of the value of the improvements as set by the City Engineer. The cash or bond shall comply with the terms and conditions of Section 18.810.180. 18.810.150 Installation Prerequisite No land division improvements, including sanitary sewers, storm sewers, streets, sidewalks, curbs, lighting or other requirements shall be undertaken except after the plans therefore have been approved by the City, permit fee paid and permit issued. 18.810.180 Notice to City Required Work shall not begin until the City has been notified in advance. If work is discontinued for any reason, it shall not be resumed until the City is notified. 18.810.200 Engineer's Certification The land divider's engineer shall provide written certification of a form provided by the City that all improvements, workmanship and materials are in accord with current and standard engineering and construction practices, and are of high grade, prior to the City acceptance of the subdivision's improvements or any portion thereof for operation and maintenance. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. SECTION III. BACKGROUND INFORMATION Site History: A lot line adjustment was approved in 2000 (MIS 2000-00008) to alter the line between tax lots 13100 and 13200. City records do not indicate any other previous development approvals that would affect this property. Site Information and Proposal Description: The applicant is requesting Subdivision approval to create 11, single-family lots on an approximately 2.52 acre site. The existing single-family home and outbuildings will be demolished in order to accommodate the proposed lot layout. There is one public street proposed, which will continue the loop from Kessler Estates No. 1 back to SW Sattler Road. The temporary turnaround in Phase No.1 will be converted to a buildable lot as the need for the temporary turnaround will no longer be required. Vicinity Information: The proposed development is on the north side of SW Sattler Street, and just south of Templeton Elementary School. The surrounding parcels are all zoned R-4.5, with the exception of the properties to the south which are zoned R-7. SECTION IV. COMMENTS FROM PROPERTY OWNERS WITHIN 500 FEET NOTICE OF DECISION PAGE 9 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION No comments were received from neighbors. SECTION V. SUMMARY OF APPLICABLE CRITERIA A summary of the applicable criteria in this case in the Chapter order in which they are addressed in this decision are as follows: A. Subdivision 18.430 B. Applicable Development Code Sections 18.510 Residential zoning districts) 18.705 Access, Egress and Circulation) 18.715 Density) 18.745 Landscaping and screening) 18.765 Off-street parking and loading requirements) 18.790 Tree removal) 18.795 Vision clearance) C. Street and Utility Improvement 18.810 (Street and Utility Improvement Standards) D. Decision Making Procedures 18.390 (Impact Study) The proposal contains no elements related to the provisions of these Specific Development Standard Code Chapters: 18.710 (Accessory Residential Units), 18.730 (Exceptions to Development Standards), 18.740 (Historic Overlay), 18.742 (Home Occupations), 18.750 (Manufactured/Mobil Home Regulations), 18.755 (Mixed Solid Waste & Recyclable Storage) 18.760 (Nonconforming situations), 18.775 (Sensitive Lands), 18.785 (Temporary Uses), 18.797 (Water Resources Overlay District), and 18.798 (Wireless Communication Facilities). These chapters are, therefore, found to be inapplicable as approval standards. SECTION VI. APPLICABLE REVIEW CRITERIA AND FINDINGS A- SUBDIVISION GENERAL PROVISIONS: Future Re-Division. When subdividing tracts into large lots, the Approval Authority shall require that the lots be of such size and shape as to facilitate future re-division in accordance with the requirements of the zoning district and this title. The largest lot in the subdivision is 9,037 square feet, and is not large enough to divide in the future; therefore, this standard does not apply. FINDING: Because none of the lots are large enough to be re-divided, this standard does not apply. Lot Size Averaging: Section 18.430.020.D states Lot size may be averaged to allow lots less than the minimum lot size allowed in the underlying zoning district as long as the average lot area for all lots is not less than allowed by the underlying zoning district. No lot created under this provision shall be less than 80% of the minimum lot size allowed in the underlying zoning district. The applicant has proposed to use the lot averaging option. The average of all lots is 7,886 square feet. The smallest lot is 6,732 square feet, which exceeds 80% of the 7,500 square foot minimum lot size. Phased Development: The Approval Authority may approve a time schedule for developing a subdivision in phases, but in no case shall the actual construction time period for any phase be greater than two years without reapplying for a preliminary plat; The criteria for approving a phased site development NOTICE OF DECISION PAGE 10 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION review proposal are: a.)The public facilities shall be scheduled to be constructed in conjunction with or prior to each phase to ensure provision of public facilities prior to building occupancy; b.) The development and occupancy of any phase shall not be dependent on the use of temporary public facilities: For purposes of this subsection, a temporary public facility is an interim facility not constructed to the applicable City or district standard; and The phased development shall not result in requiring the City or other property owners to construct public facilities that were required as a part of the approval of the preliminary plat. The application for phased development approval shall be reviewed concurrently with the preliminary plat application and the decision may be appealed in the same manner as the preliminary plat. The applicant has not proposed a phased development; therefore, this standard does not apply. Approval Standards — Preliminary Plat: The proposed preliminary plat complies with the applicable zoning ordinance and other applicable ordinances and regulations. Compliance with the specific regulations and standards of the zoning ordinance will be addressed further within this decision. The proposed plat name must not be duplicative and must otherwise satisfy the provisions of ORS Chapter 92. The applicant has not provided evidence that the proposed subdivision name has been reserved with Washington County; this will be required prior to final plat approval. The Streets and roads are laid out so as to conform to the plats of subdivisions and maps of major partitions or subdivisions already approved for adjoining property as to width, general direction and in all other respects unless the City determines it is in the public interest to modify the street or road pattern. Street layout is discussed in more detail, and conditioned if necessary, under the Street and Utility Improvement Standards section of this decision. An explanation has been provided for all common improvements. The applicant has provided an explanation for all common improvements as required and, therefore, satisfied this criterion. Specific details of the proposed improvements are discussed later in this decision under the Street and Utility Improvement Standards section. FINDING: Based on the analysis above, the proposal meets, or will be conditioned to meet further in this decision, the preliminary plat approval standards for subdivisions. The applicant has not demonstrated that the proposed subdivision name is not duplicative. CONDITION: The applicant must provide evidence that Washington County has approved the plat name reservation. B—APPLICABLE TIGARD DEVELOMENT CODE SECTIONS Residential Zoning Districts (18.510) Lists the description of the residential Zoning District. The site is located in the R-4.5: Low-Density residential zoning district. The R-4.5 zoning district has the following dimensional requirements: STANDARD R-4.5 Minimum Lot Size Detached unit 7,500 sq. ft. Duplexes -Attached unit [1] 10,000 sq.ft. NOTICE OF DECISION PAGE 11 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION Average Minimum Lot Width Detached unit lots 50 ft. Duplex lots -Attached unit lots 90 ft. Maximum Lot Coverage Minimum Setbacks Front yard 20 ft. Side facing street on corner & through lots 15 ft. Side yard 5 ft. Rear yard 15 ft. Side or rear yard abutting more restrictive zoning district - Distance between property line and front of garage 20 ft. Maximum Height 30ft. Minimum Landscape Requirement Eli Single-family attached residential units permitted at one dwelling per lot with no more that five attached units in one grouping. The proposed lots range in size from 6,723 square feet to 9,037 square feet. Based on the lot averaging standards of Section 18.430.020.D, lot sizes can be reduced to a minimum of 6,000 square feet as long as the average lot size for the entire subdivision is at least 7,500 square feet. The average lot size for the 11 lots proposed for this subdivision is 7,886 square feet. All of the proposed lots meet the minimum lot size and averaging requirements of the code. All lots meet the minimum lot width requirements, based on the dimensions provided on the plan. The applicant will be required to comply with the setbacks, height and lot coverage/landscape requirements during the building permit review process for the homes on individual lots. For purposes of applying the setbacks to lots 23 and 24, the eastern property line shall serve as the front yard, and the garage shall be measured 20 feet in any direction from the end of the private street tract. None of the lots is large enough for a duplex; therefore, all lots within this subdivision will be for single-family units. This is not a planned development; consequently, the setbacks are as prescribed by the base zone. FINDING: Based on the analysis above, the residential zoning district dimensional standards are satisfied. Access, Egress and Circulation (18.705)i Chapter 18.705 establishes standards and regulations for safe and efficient vehicle access and egress on a site and for general circulation within the site. Table 18.705.1 states that the minimum vehicular access and egress for single-family dwelling units on individual lots shall be one, 10-foot paved driveway within a 15-foot-wide accessway. The minimum access width for 3-6 dwelling units is 20 feet with 20 feet of pavement. The access and egress into the site itself is discussed later in this decision under the Street and Utility Improvements Standards section of this decision. Access to individual lots will be reviewed for compliance during the building permit phase. Access plan requirements. No building or other permit shall be issued until scaled plans are presented and approved as provided by this chapter that show how access, egress and circulation requirements are to be fulfilled. The applicant shall submit a site plan. The Director shall provide the applicant with detailed information about this submission requirement. Scaled site plans have been submitted that indicate how the requirements of access, egress, and circulation are met. Joint access. Owners of two or more uses, structures, or parcels of land may agree to utilize jointly the same access and egress when the combined access and egress of both uses, structures, or parcels of land satisfies the combined requirements as designated in this title, provided: Satisfactory legal evidence shall be presented in the form of deeds, easements, leases or contracts to establish the joint use; and Copies of the deeds, easements, leases or contracts are placed on permanent file with the City. No joint access is required or proposed. There are no proposed shared driveways. Public street access. All vehicular access and egress as required in Sections 18.705.030H and NOTICE OF DECISION PAGE 12 OF 26 SUB2003-00013—KESSLER ESTATES NO.2 SUBDIVISION 18.705.0301 shall connect directly with a public or private street approved by the City for public use and shall be maintained at the required standards on a continuous basis. All lots with the exception of lots 23 and 24 have frontage on a public street. Lots 23 and 24 each have 12 feet of frontage on a private street (Tract B). This is insufficient to meet the frontage requirements of 18.810.060; however by extending the Tract another 13 feet into the lots, this standard can be met. This will reduce the lot size by approximately 312 feet each, still in conformance with minimum and average lot size requirements. Due to the classification of SW Sattler, driveways should be discouraged. Therefore, lots 16 and 26 will be required to place their driveways onto the local street. Curb cuts shall be in accordance with Section 18.810.030N. Curb cuts will be addressed under Chapter 18.810 Street and Utility Improvements Standards later in this decision. Walkways: On-site pedestrian walkways shall comply with the following standards: Walkways shall extend from the ground floor entrances or from the ground floor landing of stairs, ramps, or elevators of all commercial, institutional, and industrial uses, to the streets which provide the required access and egress. Walkways shall provide convenient connections between buildings in multi-building commercial, institutional, and industrial complexes. Unless impractical, walkways shall be constructed between new and existing developments and neighboring developments; Wherever required walkways cross vehicle access driveways or parking lots, such crossings shall be designed and located for pedestrian safety. Required walkways shall be physically separated from motor vehicle traffic and parking by either a minimum 6-inch vertical separation (curbed) or a minimum 3-foot horizontal separation, except that pedestrian crossings of traffic aisles are permitted for distances no greater than 36 feet if appropriate landscaping, pavement markings, or contrasting pavement materials are used. Walkways shall be a minimum of four feet in width, exclusive of vehicle overhangs and obstructions such as mailboxes, benches, bicycle racks, and sign posts, and shall be in compliance with ADA standards; Required walkways shall be paved with hard surfaced materials such as concrete, asphalt, stone, brick, etc. Walkways may be required to be lighted and/or signed as needed for safety purposes. Soft-surfaced public use pathways may be provided only if such pathways are provided in addition to required pathways. There are no walkways proposed with this development. Inadequate or hazardous access: Applications for building permits shall be referred to the Commission for review when, in the opinion of the Director, the access proposed would cause or increase existing hazardous traffic conditions; or would provide inadequate access for emergency vehicles; or would in any other way cause hazardous conditions to exist which would constitute a clear and present danger to the public health, safety and general welfare. Based on the preliminary plan submitted by the applicant, the intersection of SW Sattler and the proposed new public street does not appear to have any hazardous attributes. Sight distance certification will be required from a licensed engineer. Direct individual access to arterial or collector streets from single-family dwellings and duplex lots shall be discouraged. Direct access to major collector or arterial streets shall be considered only if there is no practical alternative way to access the site. SW Sattler is a neighborhood route which does not preclude direct vehicular access, although driveways should be discouraged. Therefore, the lots that have frontage on both Sattler and onto the new local street will be conditioned to access from the new local street. In no case shall the design of the service drive or drives require or facilitate the backward movement or other maneuvering of a vehicle within a street, other than an alley. Single-family and duplex dwellings are exempt from this requirement. NOTICE OF DECISION PAGE 13 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION This criterion does not apply. Section 18.705.030.H.1 states that an access report shall be submitted with all new development proposals which verifies design of driveways and streets are safe by meeting adequate stacking needs, sight distance and deceleration standards as set by ODOT, Washington County, the City and AASHTO. The applicant has indicated that site distance requirements can be met. The applicant's engineer shall provide a post-construction sight distance certification. Section 18.705.030.H.2 states that driveways shall not be permitted to be placed in the influence area of collector or arterial street intersections. Influence area of intersections is that area where queues of traffic commonly form on approach to an intersection. The minimum driveway setback from a collector or arterial street intersection shall be150 feet, measured from the right-of-way line of the intersecting street to the throat of the proposed driveway. The setback may be greater depending upon the influence area, as determined from City Engineer review of a traffic impact report submitted by the applicant's traffic engineer. In a case where a project has less than 150 feet of street frontage, the applicant must explore any option for shared access with the adjacent parcel. If shared access is not possible or practical, the driveway shall be placed as far from the intersection as possible. The proposed intersection of Sattler Street and 94th Avenue is not within the influence area of the Hall Boulevard/Sattler Street intersection. Section 18.705.030.H.3 and 4 states that the minimum spacing of driveways and streets along a collector shall be 200 feet. The minimum spacing of driveways and streets along an arterial shall be 600 feet. The minimum spacing of local streets along a local street shall be 125 feet. The proposed intersection of 94th Avenue at Sattler Street is more than 300 feet from the intersection of 93rd Avenue and Sattler Street, which meets this criterion. Minimum access requirements for residential use: Vehicular access and egress for single-family, duplex or attached single-family dwelling units on individual lots and multi-family residential uses shall not be less than as provided in Table 18.705.1 and Table 18.705.2; Individual access to each lot will be reviewed during the building permit review process to ensure conformance with these requirements. Vehicular access to multi-family structures shall be brought to within 50 feet of the ground floor entrance or the ground Boor landing of a stairway, ramp, or elevator leading to the dwelling units; No multi-family structures are proposed with this application. Therefore, this standard does not apply. Private residential access drives shall be provided and maintained in accordance with the provisions of the Uniform fire Code; The proposed private street will be required to be maintained through the formation of a homeowner's association. Section 18.705.030.H.4 states that access drives in excess of 150 feet in length shall be provided with approved provisions for the turning around of fire apparatus by one of the NOTICE OF DECISION PAGE 14 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION • following: a circular, paved surface having a minimum turn radius measured from center point to outside edge of 35 feet or a hammerhead-configured, paved surface with each leg of the hammerhead having a minimum depth of 40 feet and a minimum width of 20 feet. The maximum cross slope of a required turnaround is 5%. The private street will be 140 feet in length after it is extended to accommodate the required frontage. If the drive is extended further than 150 feet, a turnaround for fire apparatus will be required. FINDING: Based on the analysis above, the Access, Egress and Circulation standards have not been satisfied. If the applicant complies with the condition listed below, the standards will be met. CONDITIONS: Prior to final plat approval, the final plat shall reflect that no direct vehicular access will be permitted to SW Sattler Street from lots 16 or 26. Prior to final plat approval, the applicant shall revise the plat so that all lots have a minimum of 25 feet of frontage on a public or private street. Prior to final plat approval, the applicant shall ensure that the private street does not extend more than 150 feet without provisions for a fire truck turnaround. Density Computations and Limitations: Chapter 18.715 implements the Comprehensive Plan by establishing the criteria for determining the number of dwelling units permitted. The number of allowable dwelling units is based on the net development area. The net area is the remaining parcel area after exclusion of sensitive lands and land dedicated for public roads or parks. The net area is then divided by the minimum lot size permitted by the zoning district to determine the number of dwelling units that may be developed on a site. Based on the formulas in Chapter 18.715 of the City of Tigard Community Development Code, the maximum and minimum number of units permitted on the site are based on the net developable area, subtracting sensitive land areas, land dedicated to public parks, land dedicated for public right-of-way, and land for private streets from the total site area. Of the total site area (109,771 square feet), 23,030 square feet will be dedicated to public street right-of-way; there are no sensitive lands or land dedicated to the public for parks. This results in a net developable area of 86,741 square feet. The maximum number of lots permitted on this site, therefore, is 11 and the minimum number of lots is 8. The applicant's proposal to build 11 lots for single-family detached homes meets the maximum and minimum density requirements of the R-4.5 zone. FINDING: Because the applicant has proposed 11 lots and 11 lots is the maximum permitted based on the net acreage of the site; this standard has been satisfied. Landscaping and Screening (18.745): Chapter 18.745 contains landscaping provisions for new development. Section 18.745.100 requires that street trees be planted in conjunction with all development that fronts a street or driveway more than 100 feet long. A proposed planting list must be submitted for review by the Director since certain trees can damage utilities, streets and sidewalks or cause personal injury. Section 18.745.030.E states that existing vegetation on a site shall be protected as much as possible (for example, areas not to be disturbed can be fenced as in snow fencing which can be around individual trees). The applicant has proposed Red Maples, Little Leaf Lindens, and English Oak for street trees. The City Forester has reviewed this plan and has recommended that alternate species of trees be used. For large trees, he suggests Northern Red Oak, Oregon White Oak, or European Beech. For Medium trees, Paperbark Maple, Honeylocust or Hackberry make suitable choices. For planter strips less than 5 feet wide, only small trees Dogwood, Serviceberry, or Redbud should be used. Section 18.745.040.0 contains specific standards for spacing of street trees as follows: NOTICE OF DECISION PAGE 15 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION • Small or narrow stature trees (under 25 feet tall and less than 16 feet wide branching) shall be spaced no greater than 20 feet apart; • Medium sized trees (25 feet to 40 feet tall, 16 feet to 35 feet wide branching) shall be spaced no greater than 30 feet apart; and • Large trees (over 40 feet tall and more than 35 feet wide branching) shall be spaced no greater than 40 feet apart; The applicant has provided a street tree plan that will require minor modifications to address the City Forester's comments. However, the preliminary plan follows these standards. Section 18.745.050 contains the provisions and requirements for buffering and screening. The Buffering and Screening Matrix (Section 18.745.1) does not require buffering or screening when a single-family detached residential use is proposed adjacent to existing detached single-family dwellings. The Kessler Estates Subdivision site is surrounded by detached single-family homes and undeveloped parcels with R-4.5 and R-7 zoning. The Templeton Elementary School is located to the north, however, no additional screening from the school is required by this section. Therefore, this section does not apply. FINDING: Based on the analysis above, the applicant's street tree plan requires minor changes in the species selections. If the applicant complies with the condition listed below, the standards will be met. CONDITION:Prior to final plat approval, the applicant shall submit a revised street utility plan that shows the location, species, and size (minimum 2-inch caliper) of required street trees per the City Forester's recommendations. Off-Street Parking and Loading Requirements (18.765): Chapter 18.765, Table 18.765.2 requires that single-family residences be provided with one (1) off-street parking space for each dwelling unit. Compliance with this standard will be enforced during the building permit review process. Since the Code requires 20 feet from the property line to the face of a garage, this will insure that at least one car can park off of the street, outside of any garage. FINDING: Because each individual home will be reviewed for compliance with this standard during the building permit phase and it is feasible that this standard will be met by providing driveways and garages, this standard has been satisfied. Signs (18.780): Chapter 18.780 regulates the placement, number and design criteria for signage. No signs are proposed in conjunction with this development. The applicant has indicated that they will apply for sign permits to erect subdivision entry signs as authorized in Section 18.780.130(A)(3). Any future signage will be subject to the sign permit requirements in Chapter 18.780. There has been a proliferation of sign violations from new subdivisions. In accordance with a policy adopted by the Director's Designee, all new subdivisions must enter into a sign compliance agreement to facilitate a more expeditious court process for citations. FINDING: To expedite enforcement of sign violations, a sign compliance agreement will be required. CONDITION:Prior to the issuance of building permits, the developer shall sign a copy of the City's sign compliance agreement. Tree Removal: Chapter 18.790 requires mitigation of trees over 12-inch diameter at breast height (dbh) removed as part of the development of the site. The applicant has submitted a tree inventory prepared by a certified arborist. The tree inventory indicates that there are 20 trees over 12 inches in caliper. Of these, 10 are proposed for removal. NOTICE OF DECISION PAGE 16 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION This represents a 50% retention of trees, which requires that 50% of the 192 total caliper inches being removed are required to be replanted. The applicant has not provided a mitigation plan that accounts for the required 96 inches of replanting. The City Forester has noted that only two trees should be planted in the backyards of each lot. This will provide a better overall canopy and prevent future hassle for subsequent homeowners who would otherwise have to contend with thinning the trees out as they mature. A tree protection plan will need to be submitted for the ten trees that will be retained. FINDING: Based on the analysis above, the Tree Removal standards will be met, if the applicant complies with the conditions listed below: CONDITIONS: • Prior to and during construction, if any trees currently proposed to be retained are removed, approval must be granted by the City Forester PRIOR to any tree removal. • Prior to ANY site work, a tree protection plan, prepared by a certified arborist shall be prepared and submitted to the City Forester for review and approval. Once approved, tree protection measures must be installed for all trees to be retained. Once installed, the City Forester must inspect the tree protection measures. • The applicant shall acknowledge in writing that the development code provides for the following penalties if the trees on site are damaged or removed: Notwithstanding any other provision of this title, any party found to be in violation of this chapter pursuant to Chapter 1.16 of the Tigard Municipal Code shall be subject to a civil penalty of up to $500 and shall be required to remedy any damage caused by the violation. Such remediation shall include, but not be limited to, the following: 1. Replacement of unlawfully removed or damaged trees in accordance with Section 18.790.060 (D) of the Tigard Development Code; and 2. Payment of an additional civil penalty representing the estimated value of any unlawfully removed or damaged tree, as determined using the most current International Society of Arboriculture's Guide for Plant Appraisal. • Prepare a mitigation plan to account for the 96 caliper inches of trees. For any trees that cannot be accommodated on site or off site, a payment in-lieu of planting the balance will be assessed (presently at $125 per caliper inch). A bond will be required to cover the cost of the mitigation trees until they have been planted. Vision Clearance: Chapter 18.795 applies to all development and requires that clear vision area shall be maintained on the corners of all property adjacent to intersecting right-of-ways and at the intersection of a public street and a private driveway. A visual clearance area shall contain no vehicle, hedge, planting, fence, wall structure, signs, or temporary or permanent obstruction exceeding three feet in height. The applicant has indicated the vision clearance areas on the site plan and has not proposed any structures or vegetation in the vision clearance area. Construction plans for the streets will need to be reviewed and approved that satisfies the visual clearance requirements. Subsequent grading and vegetative removal may be imposed during infrastructure construction to assure that this standard is met. FINDING: Because no structures are currently proposed in the vision clearance area and all future buildings will be reviewed for compliance during the building permit phase, this standard has been satisfied. C — STREET AND UTILITY IMPROVEMENTS STANDARDS (SECTION 18.810): NOTICE OF DECISION PAGE 17 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION Street And Utility Improvements Standards (Section 18.810): Chapter 18.810 provides construction standards for the implementation of public and private facilities and utilities such as streets, sewers, and drainage. The applicable standards are addressed below: Streets: Improvements: Section 18.810.030.A.1 states that streets within a development and streets adjacent shall be improved in accordance with the TDC standards. Section 18.810.030.A.2 states that any new street or additional street width planned as a portion of an existing street shall be dedicated and improved in accordance with the TDC. Minimum Rights-of-Way and Street Widths: Section 18.810.030.E requires a neighborhood route to have a 58 foot right-of-way width and 36-foot paved section. Other improvements required may include on-street parking, sidewalks and bikeways, underground utilities, street lighting, storm drainage, and street trees. This site lies adjacent to SW Sattler Street, which is classified as a neighborhood route on the City of Tigard Transportation Plan Map. At present, there is approximately 20 feet of ROW from centerline, according to the most recent tax assessor's map. The applicant is proposing to dedicate additional right-of-way (ROW) to provide 29 feet from centerline. SW Sattler Street is currently paved, but not fully improved to City standards. In order to mitigate the impact from this development, the applicant is proposing to construct half-street improvements, per the City standard for a neighborhood route. The project includes an internal public street that will connect to the public street constructed with the Phase I improvements. The north-south portion of the street is proposed to be named SW 94th Avenue and the east-west portion is proposed to be called Home Street. The proposed curb-to-curb width is 28 feet, which requires a ROW width of 50 feet. The applicant's plans indicate that these design standards have been met. A 28 foot wide street requires a parking limitation to one side only. The applicant's construction plans shall show that they will install "No Parking This Side of Street" signs along one side of the internal streets. Future Street Plan and Extension of Streets: Section 18.810.030.F states that a future street plan shall be filed which shows the pattern of existing and proposed future streets from the boundaries of the proposed land division. This section also states that where it is necessary to give access or permit a satisfactory future division of adjoining land, streets shall be extended to the boundary lines of the tract to be developed and a barricade shall be constructed at the end of the street. These street stubs to adjoining properties are not considered to be cul-de-sacs since they are intended to continue as through streets at such time as the adjoining property is developed. A barricade shall be constructed at the end of the street by the property owners which shall not be removed until authorized by the City Engineer, the cost of which shall be included in the street construction cost. Temporary hammerhead turnouts or temporary cul-de- sac bulbs shall be constructed for stub streets in excess of 150 feet in length. NOTICE OF DECISION PAGE 18 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION • The applicant's plan indicates that the proposed internal street will connect to the street constructed with their Phase I development. A future street plan was submitted with the Phase I application package and staff concurred with the plan. Street Alignment and Connections: Section 18.810.030.H.1 states that full street connections with spacing of no more than 530 feet between connections is required except where prevented by barriers such as topography, railroads, freeways, pre-existing developments, lease provisions, easements, covenants or other restrictions existing prior to May 1, 1995 which preclude street connections. A full street connection may also be exempted due to a regulated water feature if regulations would not permit construction. Section 18.810.030.H.2 states that all local, neighborhood routes and collector streets which abut a development site shall be extended within the site to provide through circulation when not precluded by environmental or topographical constraints, existing development patterns or strict adherence to other standards in this code. A street connection or extension is precluded when it is not possible to redesign, or reconfigure the street pattern to provide required extensions. Land is considered topographically constrained if the slope is greater than 15% for a distance of 250 feet or more. In the case of environmental or topographical constraints, the mere presence of a constraint is not sufficient to show that a street connection is not possible. The applicant must show why the constraint precludes some reasonable street connection. Staff notes that Templeton Elementary School is located on the north boundary of the subject site. The applicant has not proposed a street extension to this site. Staff finds that the existing development pattern of the school grounds make it illogical to extend a full street connection to the northern boundary. However, a pedestrian connection to the site is reasonable to provide direct alternate routes for school attendees, and reduce excess pedestrian travel on SW Sattler Street. This was required to be implemented as part of Kessler Estates No. 1. If Kessler No. 1 is not built prior to recording the plat for Kessler No. 2, then this walkway connection may need to be accommodated on the subject parcel, between lots 19 and 20, aligning roughly with the north-south axis of the proposed internal public street to facilitate monitoring the area from SW Sattler. Grades and Curves: Section 18.810.030.M states that grades shall not exceed ten percent on arterials, 12% on collector streets, or 12% on any other s treet (except that local or residential access streets may have segments with grades up to 15% for distances of no greater than 250 feet), and: 1. Centerline radii of curves shall not be less than 700 feet on arterials, 500 feet on major collectors, 350 feet on minor collectors, or 100 feet on other streets; and 2. Streets intersecting with a minor collector or greater functional classification street or streets intended to be posted with a stop sign or signalization, shall provide a landing averaging five percent or less. Landings are that portion of the street within 20 feet of the edge of the intersecting street at full improvement. The proposed new streets have grades less than 5%, thereby meeting this criterion. Access to Arterials and Major Collectors: Section 18.810.030.P states that where a development abuts or is traversed by an existing or proposed arterial or major collector street the development design shall provide adequate protection for residential properties and shall separate residential access and through traffic or if separation is not feasible, the design shall minimize the traffic conflicts. The design shall include any of the following: • A parallel access street along the arterial or major collector; • Lots of suitable depth abutting the arterial or major collector to provide adequate buffering with frontage along another street; • Screen planting at the rear or side property line to be contained in a nonaccess reservation along the arterial or major collector; or • Other treatment suitable to meet the objectives of this subsection; NOTICE OF DECISION PAGE 19 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION • • If a lot has access to two streets with different classifications, primary access should be from the lower classification street. SW Sattler Street is classified in the City's Transportation System Plan as a Neighborhood Route. Nevertheless, traffic conflicts are minimized since most access will be restricted to the internal street system. Private Streets: Section 18.810.030.S states that design standards for private streets shall be established by the City Engineer. The City shall require legal assurances for the continued maintenance of private streets, such as a recorded maintenance agreement. Private streets serving more than six dwelling units are permitted only within planned developments, mobile home parks, and multi-family residential developments. There are no proposed private streets in this development; therefore this standard does not apply. FINDING: The provisions for streets have not been fully ensured. CONDITION:The applicant shall ensure that either a minimum 4-foot-wide concrete walkway is provided to the school site to the north as part of the approval for Kessler Phase No. 1 or alternately that such a walkway is provided for in Phase No. 2. If part of Phase No. 2. This walkway connection shall be located generally between lots 19 and 20, aligning roughly with the north-south axis of the proposed internal public street Block Designs - Section 18.810.040.A states that the length, width and shape of blocks shall be designed with due regard to providing adequate building sites for the use contemplated, consideration of needs for convenient access, circulation, control and safety of street traffic and recognition of limitations and opportunities of topography. Block Sizes: Section 18.810.040.B.1 states that the perimeter of blocks formed by streets shall not exceed 2,000 feet measured along the right-of-way line except: • Where street location is precluded by natural topography, wetlands or other bodies of water or, pre-existing development or; • For blocks adjacent to arterial streets, limited access highways, major collectors or railroads. • For non-residential blocks in which internal public circulation provides equivalent access. The block formed by SW Sattler and the new proposed internal street will measure 1 ,300 feet, in compliance with this requirement. Therefore, this standard has been satisfied. Section 18.810.040.B.2 states that bicycle and pedestrian connections on public easements or right-of-ways shall be provided when full street connection is not possible. Spacing between connections shall be no more than 330 feet, except where precluded by environmental or topographical constraints, existing development patterns, or strict adherence to other standards in the code. The applicant has not proposed a pedestrian connection; however, as was previously addressed, a pedestrian connection will be required to access the school site to the north. Lots - Size and Shape: Section 18.810.060(A) rohibits lot depth from being more than 2.5 times the average lot width, unless the parcel is less than 1.5 times the minimum lot size of the applicable zoning district. The minimum lot size of the R-4.5 zoning district is 7,500 square feet None of the lots is greater than 1.5 times (11,250 s.f.) the minimum lot size. Therefore, this standard is not applicable. Lot Frontage: Section 18.810.060(B) requires that lots have at least 25 feet of frontage on public or private streets, other than an alley. In the case of a land partition, 18.420.050.A.4.c applies, which requires a parcel to either have a minimum 15-foot frontage or a minimum 15-foot wide recorded access easement. In cases where the lot is for an attached single-family dwelling unit, the frontage shall be at least 15 feet. NOTICE OF DECISION PAGE 20 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION Lots 23 and 24 have insufficient frontage however, this deficiency has been previously resolved through a prior condition of approval. All other lots in the proposed development have at least 25 feet of frontage on a public street. Sidewalks: Section 18.810.070.A requires that sidewalks be constructed to meet City design standards and be located on both sides of arterial, collector and local residential streets. The applicant will be installing sidewalks with this development, thereby meeting this criterion. Sanitary Sewers: Sewers Required: Section 18.810.090.A requires that sanitary sewer be installed to serve each new development and to connect developments to existing mains in accordance with the provisions set forth in Design and Construction Standards for Sanitary and Surface Water Management (as adopted by the Unified Sewerage Agency in 1996 and including any future revisions or amendments) and the adopted policies of the comprehensive plan. Over-sizing: Section 18.810.090.0 states that proposed sewer systems shall include consideration of additional development within the area as projected by the Comprehensive Plan. There is an existing 8-inch public line in Sattler Street at the intersection with Alderbrook Drive. The Phase I development is required to extend this line to the west boundary of Tax Lot 13400. If the Phase I sewer work is not completed this extension will be required as part of this development. The applicant indicates that the public sewer in Sattler will also be extended to the west boundary of Tax Lot 13300 and easterly in the proposed ROW of 94th Avenue. Storm Drainage: General Provisions: Section 18.810.100.A states requires developers to make adequate provisions for storm water and flood water runoff. Accommodation of Upstream Drainage: Section 18.810.100.0 states that a culvert or other drainage facility shall be large enough to accommodate potential runoff from its entire upstream drainage area, whether inside or outside the development. The City Engineer shall approve the necessary size of the facility, based on the provisions of Design and Construction Standards for Sanitary and Surface Water Management (as adopted by the Unified Sewerage Agency in 2000 and including any future revisions or amendments). There are no upstream drainage ways that affect this site. Effect on Downstream Drainage: Section 18.810.100.D states that where it is anticipated by the City Engineer that the additional runoff resulting from the development will overload an existing drainage facility, the Director and Engineer shall withhold approval of the development until provisions have been made for improvement of the potential condition or until provisions have been made for storage of additional runoff caused by the development in accordance with the Design and Construction Standards for Sanitary and Surface Water Management (as adopted by the Unified Sewerage agency in 2000 and including any future revisions or amendments). In 1997, Clean Water Services (CWS) completed a basin study of Fanno Creek and adopted the Fanno Creek Watershed Management Plan. Section V of that plan includes a recommendation that local governments institute a stormwater detention/effective impervious area reduction program resulting in no net increase in storm peak flows up to the 25-year event. The City will require that all new developments resulting in an increase of impervious surfaces provide onsite detention facilities, unless the development is located adjacent to Fanno Creek. For those developments adjacent to Fanno Creek, the storm water runoff will be permitted to discharge without detention. The site slopes downward to the south east towards Sattler Street. There is an existing 12-inch storm drainage line in Sattler Street that flows east from the east property line of Phase I (Tax Lot 13400). Phase I is required to extend the line to the west property line of Tax Lot 13400. Phase II shall further NOTICE OF DECISION PAGE 21 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION extend the public line to the west property line of Tax Lot 13300, connecting to the existing 10-inch line. If Phase I storm sewer work is not completed the entire extension shall be made with this development. The applicant is proposing to provide detention using 48-inch CMP. The City does not allow CMP, but does allow smooth bore HDPE, concrete or PVC pipe. The location of the detention pipe is within the proposed 94th ROW. As part of the construction plan review process the applicant's engineer will need to coordinate with the City engineering staff with respect to manhole access and other detail design issues. Bikeways and Pedestrian Pathways: Bikeway Extension: Section 18.810.110.A states that developments adjoining proposed bikeways identified on the City's adopted pedestrian/bikeway plan shall include provisions for the future extension of such bikeways through the dedication of easements or right-of-way. Southwest Sattler Street is designated as a bike facility. Cost of Construction: Section 18.810.110.8 states that development permits issued for planned unit developments, conditional use permits, subdivisions, and other developments which will principally benefit from such bikeways shall be conditioned to include the cost or construction of bikeway improvements. It would not be practical to require the developer to stripe the bike lane at this time. However, it would be appropriate for the applicant to contribute funds to the City to cover the cost of the bike lane striping. The amount of the striping would be as follows: • 232 feet of 8-inch white stripe, at $2.50/If $580.00 • 6 Mono-directional reflective markers © $4.00/ea $24.00 • 1 Bike lane legends @ $175/ea $175.00 • 1 Directional mini-arrows @ $100/ea $100.00 $879.00 Minimum Width: Section 18.810.110.0 states that the minimum width for bikeways within the roadway is five feet per bicycle travel lane. Minimum width for two-way bikeways separated from the road is eight feet. The future bike lane will be at least 5 feet wide. Utilities: Section 18.810.120 states that all utility lines, but not limited to those required for electric, communication, lighting and cable television services and related facilities shall be placed underground, except for surface mounted transformers, surface mounted connection boxes and meter cabinets which may be placed above ground, temporary utility service facilities during construction, high capacity electric lines operating at 50,000 volts or above, and: • The developer shall make all necessary arrangements with the serving utility to provide the underground services; • The City reserves the right to approve location of all surface mounted facilities; • All underground utilities, including sanitary sewers and storm drains installed in streets by the developer, shall be constructed prior to the surfacing of the streets; and • Stubs for service connections shall be long enough to avoid disturbing the street improvements when service connections are made. NOTICE OF DECISION PAGE 22 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION Exception to Under-Grounding Requirement: Section 18.810.120.0 states that a developer shall pay a fee in-lieu of under-grounding costs when the development is proposed to take place on a street where existing utilities which are not underground will serve the development and the approval authority determines that the cost and technical difficulty of under-grounding the utilities outweighs the benefit of under-grounding in conjunction with the development. The determination shall be on a case-by-case basis. The most common, but not the only, such situation is a short frontage development for which under-grounding would result in the placement of additional poles, rather than the removal of above-ground utilities facilities. An applicant for a development which is served by utilities which are not underground and which are located across a public right-of-way from the applicant's property shall pay a fee in-lieu of under-grounding. There are existing overhead utility lines along the frontage of SW Sattler Street. If the fee in-lieu is proposed, it is equal to $ 35.00 per lineal foot of street frontage that contains the overhead lines. The frontage along this site is 232 lineal feet; therefore the fee would be $ 8,120.00. ADDITIONAL CITY AND/OR AGENCY CONCERNS WITH STREET AND UTILITY IMPROVEMENT STANDARDS: Public Water System: There is an existing public water main in SW Sattler Street. The applicant will extend an 8-inch water main within the internal street, connecting to the Phase I water line to complete the loop. If Phase I water line extension is not complete the applicant shall contact the City of Tigard Water for approval of an alternate design or complete the entire loop with the Phase II development. There are some existing water services for the existing homes that will need to be removed by City of Tigard Public Works staff. Applicant shall contact PW for scheduling of this work. Public Works will invoice the developer for the cost of this work. The fire hydrant shown on Sheet 2 of 5 shall be relocated to the NE corner of 94th/Sattler. Storm Water Quality: The City has agreed to enforce Surface Water Management (SWM) regulations established by the Unified Sewerage Agency (USA) Design and Construction Standards (adopted by Resolution and Order No. 00-7) which require the construction of on-site water quality facilities. The facilities shall be designed to remove 65 percent of the phosphorus contained in 100 percent of the storm water runoff generated from newly created impervious surfaces. In addition, a maintenance plan shall be submitted indicating the frequency and method to be used in keeping the facility maintained through the year. Prior to construction, the applicant shall submit plans and calculations for a water quality facility that will meet the intent of the CWS Design Standards. In addition, the applicant shall submit a maintenance plan for the facility that must be reviewed and approved by the City prior to construction. The applicant is proposing to install a Stormwater Management Storm Filter Vault. These facilities have been proven to achieve the phosphorous removal requirements per the CWS standards. Grading and Erosion Control: CWS Design and Construction Standards also regulate erosion control to reduce the amount of sediment and other pollutants reaching the public storm and surface water system resulting from development, construction, grading, excavating, clearing, and any other activity which accelerates erosion. Per CWS regulations, the applicant is required to submit an erosion control plan for City review and approval prior to issuance of City permits. NOTICE OF DECISION PAGE 23 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION The Federal Clean Water Act requires that a National Pollutant Discharge Elimination System (NPDES) erosion control permit be issued for any development that will disturb one or more acre of land. Since this site is over five acres, the developer will be required to obtain an NPDES permit from the City prior to construction. This permit will be issued along with the site and/or building permit. A final grading plan shall be submitted showing the existing and proposed contours. The plan shall detail the provisions for surface drainage of all lots, and show that they will be graded to insure that surface drainage is directed to the street or a public storm drainage system approved by the Engineering Department. For situations where the back portions of lots drain away from a street and toward adjacent lots, appropriate private storm drainage lines shall be provided to sufficiently contain and convey runoff from each lot. Since this site is over 1 acre in size an NPDES permit is required. Address Assignments: The City of Tigard is responsible for assigning addresses for parcels within the City of Tigard and within the Urban Service Boundary (USB). An addressing fee in the amount of $ 50.00 per address shall be assessed. This fee shall be paid to the City prior to approval of the final plat. For this project, the addressing fee will be $600.00 (12 lots and/or tracts X $50/address = $600.00). The developer will also be required to provide signage at the entrance of each shared flag lot driveway or private street that lists the addresses that are served by the given driveway or street. This will assist emergency services personnel to more easily find a particular home. Survey Requirements The applicant's final plat shall contain State Plane Coordinates [NAD 83 (91)] on two monuments with a tie to the City's global positioning system (GPS) geodetic control network (GC 22). These monuments shall be on the same line and shall be of the same precision as required for the subdivision plat boundary. Along with the coordinates, the plat shall contain the scale factor to convert ground measurements to grid measurements and the angle from north to grid north. These coordinates can be established by: • GPS tie networked to the City's GPS survey. • By random traverse using conventional surveying methods. In addition, the applicant's as-built drawings shall be tied to the GPS network. The applicant's engineer shall provide the City with an electronic file with points for each structure (manholes, catch basins, water valves, hydrants and other water system features) in the development, and their respective X and Y State Plane Coordinates, referenced to NAD 83 (91). E. - IMPACT STUDY Section 18.390.050 states that the applicant shall provide an impact study to quantify the effect of development on public facilities and services. The study shall address, at a minimum, the transportation system including bikeways, the drainage system, the parks system, the water system, the sewer system, and the noise impacts of the development. For each public facility system and type of impact, the study shall propose improvements necessary to meet City standards, and to minimize the impact of the development on the public at large, public facilities systems, and affected private property users. In situations where the Community Development Code requires the dedication of real property interests, NOTICE OF DECISION PAGE 24 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION • the applicant shall either specifically concur with a requirement for public right-of-way dedication, or provide evidence that supports the conclusion that the real property dedication requirement is not roughly proportional to the projected impacts of the development. Section 18.390.050 states that when a condition of approval requires the transfer to the public of an interest in real property, the approval authority shall adopt findings which support the conclusion that the interest in real property to be transferred is roughly proportional to the impact the proposed development will have on the public. Any required street improvements to certain collector or higher volume streets and the Washington County Traffic Impact Fee (TIF) are mitigation measures that are required at the time of development. Based on a transportation impact study prepared by Mr. David Larson for the A-Boy Expansion/Dolan II/Resolution 95-61, TIF's are expected to recapture 32 percent of the traffic impact of new development on the Collector and Arterial Street system. Presently, the TIF for a detached, single-family dwelling is $2,530. The internal streets within the subdivision are needed to allow the subdivision to develop and the need for these streets is created by the subdivision. Because the need for the internal streets is created by the development, the impact of the development is directly proportional to the cost of dedication and construction of the internal streets. The applicant is proposing to dedicate approximately 9 feet of right-of-way along SW Sattler Street and to make half-street improvements. The estimated cost of half-street improvements along SW Sattler Street is $30,254 (235 feet x $125 a linear foot + $879 for bike lane improvements) and the estimated value of the 9-foot dedication is $6,345 (2,115 square feet x $3 per square foot). Upon completion of this development, the future builders of the residences will be required to pay TIF's totaling approximately $27,830 ($2,530 x 11 dwelling units). Based on the estimate that total TIF fees cover 32 percent of the impact on major street improvements citywide, a fee that would cover 100 percent of this projects traffic impact is $86,968 ($27,830 divided by .32). The difference between the TIF paid and the full impact, is considered as unmitigated impact. Since the TIF paid is $33,900, the unmitigated impact can be valued at $59,138. Given that the estimated cost of the dedication and half-street improvements is $30,254, the requirement to make these improvements is clearly proportional to the impact of the development. SECTION VII. OTHER STAFF COMMENTS The City of Tigard Forester has reviewed the proposal and offers the following comments: Street trees in planter areas that are less than 5 feet in width shall be small stature trees such as Dogwood, Serviceberry, or Redbud shall be used. The mitigation trees should not exceed two trees per lot. The City of Tigard Building Department has reviewed the proposal and has no objections to it. SECTION VIII. AGENCY COMMENTS No agency Comments were received. SECTION IX. PROCEDURE AND APPEAL INFORMATION Notice: Notice was posted at City Hall and mailed to: X The applicant and owners X Owner of record within the required distance X _ Affected government agencies Final Decision: NOTICE OF DECISION PAGE 25 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION THIS DECISION IS FINAL ON JANUARY 16, 2004 AND EFFECTIVE ON FEBRUARY 3, 2004 UNLESS AN APPEAL IS FILED. Appeal: The Director's Decision is final on the date that it is mailed. Any party with standing as provided in Section 18.390.040.G.1. may appeal this decision in accordance with Section 18.390.040.G.2. of the Tigard Community Development Code which provides that a written appeal together with the required fee shall be filed with the Director within ten (10) business days of the date the Notice of Decision was mailed. The appeal fee schedule and forms are available from the Planning Division of Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. Unless the applicant is the appellant, the hearing on an appeal from the Director's Decision shall be confined to the specific issues identified in the written comments submitted by the parties during the comment period. Additional evidence concerning issues properly raised in the Notice of Appeal may be submitted by any party during the appeal hearing, subject to any additional rules of procedure that may be adopted from time to time by the appellate body. THE DEADLINE FOR FILING AN APPEAL IS 5:00 PM ON FEBRUARY 2, 2004. Questions: If you have any questions, please call the City of Tigard Planning Division, Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon at (503) 639-4171. January 16, 2004 PREPARED BY: Morgan T acy DATE Associate Planner January 16, 2004 APPROVED BY: Richard Bewersdorff DATE Planning Manager i:\curpin\morgan\workspace\sub and pd\sub2003-00013 (kessler estates no.2)\sub2003-00013 draft decision.doc NOTICE OF DECISION PAGE 26 OF 26 SUB2003-00013—KESSLER ESTATES NO.2 SUBDIVISION MI _ PINEB RS ( CITY of TIGARD C£fIwi GEOGRAPHIC INFORMATION SYSTEM CD 7 > I '------ .1— a VICINITY MAP co� ■ 111 111111■11 PINEBROOK SUB2003-00013 O "V A ; 1 KESSLE R E ST A TES II M SUBDIVISION J go , ......\wil ..... ,,,•,, al-. ARILYN CT co ii. REILIN� ■ I ILE E mU �'� • ■ sa Y `G °§, .�„g'Illlits Jro� �,�J 6 . F; 1 — IMF PVI \ � DAWN I • \RJ- Ro � WEST' - • I, �� °.... :, Ks-,-,< BEEF c___. SATTLER SATTLER Tigard Area Map SUMMERFIE CT SW e° -k --1 •77 L I ,----. —.W ci3 w1— m— ■ �� v �IV w— • GRAVENS11EN W ` 0■�. 0 100 200 300 400 Feet sR `- SVe \>� A' D ;: :4 _,■. 1•=311 feet_____ ] v. old .■.. 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C W Q J J Q NIC CITY OF TIGARD t SUB2003-00013 Cm Of ID MA SITE PLAN N KESSLER ESTATES II SUBDIVISION - (Map is not to scale) REQUEST FOR COMMENTS REQUEST FOR COMMENTS CITYdOGARD Community(Development ShapingA Better Community DATE: December 11,2003 RECEIVED PLANNING TO: Richard Jackson,Qwest Communications Engineering DEC 2 3 2003 FROM: City of Tigard Planning Division CITY OF TIGARD STAFF CONTACT: Morgan Tracy,Associate Planner(x2428) Phone: (5031 639-4111/Fax: (503)684-1291 SUBDIVISION[SUB)2003-00013 KESSLER ESTATES II SUBDIVISION REQUEST: The applicant is requesting Subdivision approval to subdivide two (2) existing parcels of approximately 2.52 acres, into 11 single-family residential lots ranging in size between 6,732 and 9,037 square feet. LOCATION: 9425 and 9495 SW Sattler Street; WCTM 2S111DB, Tax Lots 13300 and 13100. ZONE: R-4.5: Low-Density Residential District. The R-4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.390, 18.430, 18.510, 18.705, 18.715, 18.745, 18.765, 18.790, 18.795 and 18.810. Attached are the Site Plan, Vicinity Map and Applicant's Materials for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACiatY'i DECEMBER 26, 2003. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. K. Written comment` r G�-G comments provided below: /+� TA!, c l 0 C G. 71'I . , IA+s/ (�L (Ape-s f ^ - 7-74k /4)-) Name & Phone Number of Person Commenting: R 4 TA-C./GsVA) 5 03- L542.- 7 J L Q REQUEST FOR COMMENTS „ Ail TIGARD Community(Development S(apingA Better Community DATE: December 11,2003 TO: Jim Wolf,Tigard Police Department Crime Prevention Officer RECEIVED PLANNING FROM: City of Tigard Planning Division DEC 1 2 2003 STAFF CONTACT: Morgan Tracy,Associate Planner(x2428) CITY OF TIGARD Phone: (503)639-4111/Fax: (503)684-1291 SUBDIVISION(SUB)2003-00013 KESSLER ESTATES II SUBDIVISION < REQUEST: The applicant is requesting Subdivision approval to subdivide two (2) existing parcels of approximately 2.52 acres, into 11 single-family residential lots ranging in size between 6,732 and 9,037 square feet. LOCATION: 9425 and 9495 SW Sattler Street; WCTM 2S111DB, Tax Lots 13300 and 13100. ZONE: R-4.5: Low-Density Residential District. The R-4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.390, 18.430, 18.510, 18.705, 18.715, 18.745, 18.765, 18.790, 18.795 and 18.810. Attached are the Site Plan, Vicinity Map and Applicant's Materials for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: DECEMBER 26, 2003. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. • Please refer to the enclosed letter. Written comments provided below: (� } p �” r `_ CW nb40(W atAk WYA{V A.k —oo\ e4 CA'�t�2.U.� -1Q 1� /' 1(JV'x��1'l-{1 `\OUS�- rum4,e0s - la{S a3 a� rA4. " �} Name & Phone Number of Person Commenting: cl.v\)0\(- 1193 a5_1p\ REQUEST FOR COMMENTS CITY OF IOARD Community Development Shaping Better Community DATE: December 11,2003 TO: Brian Blalock,Commercial Plans Examiner FROM: City of Tigard Planning Division STAFF CONTACT: Morgan Tracy,Associate Planner[x24281 Phone: 15031 639-4111/Fax: (5031 684-1291 SUBDIVISION[SUB)2003-00013 KESSLER ESTATES II SUBDIVISION REQUEST: The applicant is requesting Subdivision approval to subdivide two (2) existing parcels of approximately 2.52 acres, into 11 single-family residential lots ranging in size between 6,732 and 9,037 square feet. LOCATION: 9425 and 9495 SW Sattler Street; WCTM 2S111DB, Tax Lots 13300 and 13100. ZONE: R-4.5: Low-Density Residential District. The R-4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.390, 18.430, 18.510, 18.705, 18.715, 18.745, 18.765, 18.790, 18.795 and 18.810. Attached are the Site Plan, Vicinity Map and Applicant's Materials for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: DECEMBER 26, 2003. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written comments provided below: Name & Phone Number of Person Commenting: nR 4,v ttcitoG, /0-2c1.03- 2-2 9,.OJ Aik REQUEST FOR COMMENTS CI OF TIIGARD Community(Development ShapingA Better Community DATE: December 11,2003 TO: Matt Stine,Urban Forester/Public Works Annex FROM: City of Tigard Planning Division STAFF CONTACT: Morgan Tracy,Associate Planner[x24281 Phone: (5031 639-4111/Fax: (5031 684-1291 SUBDIVISION(SUM 2003-00013 KESSLER ESTATES II SUBDIVISION REQUEST: The applicant is requesting Subdivision approval to subdivide two (2) existing parcels of approximately 2.52 acres, into 11 single-family residential lots ranging in size between 6,732 and 9,037 square feet. LOCATION: 9425 and 9495 SW Sattler Street; WCTM 2S111DB, Tax Lots 13300 and 13100. ZONE: R-4.5: Low-Density Residential District. The R-4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.390, 18.430, 18.510, 18.705, 18.715, 18.745, 18.765, 18.790, 18.795 and 18.810. Attached are the Site Plan, Vicinity Map and Applicant's Materials for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: DECEMBER 26, 2003. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. _ Please contact of our office. Please refer to the enclosed letter. Written comments provided below: Name & Phone Number of Person Commenting: MEMORANDUM CITY OF TIGARD, OREGON DATE: 01/06/04 TO: Morgan Tracy, Associate Planner FROM: Kim McMillan, Development Review Engineer %-1 \ RE: SUB2003-00013 Access Management (Section 18.705.030.H) Section 18.705.030.H.1 states that an access report shall be submitted with all new development proposals which verifies design of driveways and streets are safe by meeting adequate stacking needs, sight distance and deceleration standards as set by ODOT, Washington County, the City and AASHTO. The applicant has indicated that site distance requirements can be met. The applicant's engineer shall provide a post-construction sight distance certification. Section 18.705.030.H.2 states that driveways shall not be permitted to be placed in the influence area of collector or arterial street intersections. Influence area of intersections is that area where queues of traffic commonly form on approach to an intersection. The minimum driveway setback from a collector or arterial street intersection shall be150 feet, measured from the right-of-way line of the intersecting street to the throat of the proposed driveway. The setback may be greater depending upon the influence area, as determined from City Engineer review of a traffic impact report submitted by the applicant's traffic engineer. In a case where a project has less than 150 feet of street frontage, the applicant must explore any option for shared access with the adjacent parcel. If shared access is not possible or practical, the driveway shall be placed as far from the intersection as possible. The proposed intersection of Sattler Street and 94th Avenue is not within the influence area of the Hall Boulevard/Sattler Street intersection. Section 18.705.030.H.3 and 4 states that the minimum spacing of driveways and streets along a collector shall be 200 feet. The minimum spacing of driveways and streets along an arterial shall be 600 feet. The minimum spacing of local streets along a local street shall be 125 feet. The proposed intersection of 94th Avenue at Sattler Street is more than 300 feet from the intersection of 93rd Avenue and Sattler Street, which meets this criterion. ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 1 Street And Utility Improvements Standards (Section 18.810): Chapter 18.810 provides construction standards for the implementation of public and private facilities and utilities such as streets, sewers, and drainage. The applicable standards are addressed below: Streets: Improvements: Section 18.810.030.A.1 states that streets within a development and streets adjacent shall be improved in accordance with the TDC standards. Section 18.810.030.A.2 states that any new street or additional street width planned as a portion of an existing street shall be dedicated and improved in accordance with the TDC. Minimum Rights-of-Way and Street Widths: Section 18.810.030.E requires a neighborhood route to have a 58 foot right-of-way width and 36-foot paved section. Other improvements required may include on-street parking, sidewalks and bikeways, underground utilities, street lighting, storm drainage, and street trees. This site lies adjacent to SW Sattler Street, which is classified as a neighborhood route on the City of Tigard Transportation Plan Map. At present, there is approximately 20 feet of ROW from centerline, according to the most recent tax assessor's map. The applicant is proposing to dedicate additional right-of-way (ROW) to provide 29 feet from centerline. SW Sattler Street is currently paved, but not fully improved to City standards. In order to mitigate the impact from this development, the applicant is proposing to construct half-street improvements, per the City standard for a neighborhood route. The project includes an internal public street that will connect to the public street constructed with the Phase I improvements. The north-south portion of the street is proposed to be named SW 94`h Avenue and the east-west portion is proposed to be called Home Street. The proposed curb-to-curb width is 28 feet, which requires a ROW width of 50 feet. The applicant's plans indicate that these design standards have been met. A 28 foot wide street requires a parking limitation to one side only. The applicant's construction plans shall show that they will install "No Parking This Side of Street" signs along one side of the internal streets. ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 2 Future Street Plan and Extension of Streets: Section 18.810.030.F states that a future street plan shall be filed which shows the pattern of existing and proposed future streets from the boundaries of the proposed land division. This section also states that where it is necessary to give access or permit a satisfactory future division of adjoining land, streets shall be extended to the boundary lines of the tract to be developed and a barricade shall be constructed at the end of the street. These street stubs to adjoining properties are not considered to be cul-de-sacs since they are intended to continue as through streets at such time as the adjoining property is developed. A barricade shall be constructed at the end of the street by the property owners which shall not be removed until authorized by the City Engineer, the cost of which shall be included in the street construction cost. Temporary hammerhead turnouts or temporary cul-de-sac bulbs shall be constructed for stub streets in excess of 150 feet in length. The applicant's plan indicates that the proposed internal street will connect to the street constructed with their Phase I development. A future street plan was submitted with the Phase I application package and staff concurred with the plan. Street Alignment and Connections: Section 18.810.030.H.1 states that full street connections with spacing of no more than 530 feet between connections is required except where prevented by barriers such as topography, railroads, freeways, pre-existing developments, lease provisions, easements, covenants or other restrictions existing prior to May 1, 1995 which preclude street connections. A full street connection may also be exempted due to a regulated water feature if regulations would not permit construction. Section 18.810.030.H.2 states that all local, neighborhood routes and collector streets which abut a development site shall be extended within the site to provide through circulation when not precluded by environmental or topographical constraints, existing development patterns or strict adherence to other standards in this code. A street connection or extension is precluded when it is not possible to redesign, or reconfigure the street pattern to provide required extensions. Land is considered topographically constrained if the slope is greater than 15% for a distance of 250 feet or more. In the case of environmental or topographical constraints, the mere presence of a constraint is not sufficient to show that a street connection is not possible. The applicant must show why the constraint precludes some reasonable street connection. The applicant's plans indicate that this development will complete the street connectivity as proposed with the Phase I application. The street loop will be completed with the extension of Home Street to the west and then becoming 94th Avenue as it heads south back to Sattler Street. ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 3 Grades and Curves: Section 18.810.030.N states that grades shall not exceed ten percent on arterials, 12% on collector streets, or 12% on any other street (except that local or residential access streets may have segments with grades up to 15% for distances of no greater than 250 feet). Centerline radii of curves shall be as determined by the City Engineer. The proposed new streets have grades less than 5%, thereby meeting this criterion. Block Designs - Section 18.810.040.A states that the length, width and shape of blocks shall be designed with due regard to providing adequate building sites for the use contemplated, consideration of needs for convenient access, circulation, control and safety of street traffic and recognition of limitations and opportunities of topography. Block Sizes: Section 18.810.040.B.1 states that the perimeter of blocks formed by streets shall not exceed 1,800 feet measured along the right-of- way line except: • Where street location is precluded by natural topography, wetlands or other bodies of water or, pre-existing development or; • For blocks adjacent to arterial streets, limited access highways, major collectors or railroads. • For non-residential blocks in which internal public circulation provides equivalent access. PLANNING Section 18.810.040.B.2 also states that bicycle and pedestrian connections on public easements or right-of-ways shall be provided when full street connection is not possible. Spacing between connections shall be no more than 330 feet, except where precluded by environmental or topographical constraints, existing development patterns, or strict adherence to other standards in the code. PLANNING Lots - Size and Shape: Section 18.810.060(A) prohibits lot depth from being more than 2.5 times the average lot width, unless the parcel is less than 1.5 times the minimum lot size of the applicable zoning district. PLANNING Lot Frontage: Section 18.810.060(B) requires that lots have at least 25 feet of frontage on public or private streets, other than an alley. In the case of a land partition, 18.420.050.A.4.c applies, which requires a parcel to either have a minimum 15-foot frontage or a minimum 15-foot wide recorded access ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 4 • easement. In cases where the lot is for an attached single-family dwelling unit, the frontage shall be at least 15 feet. PLANNING Sidewalks: Section 18.810.070.A requires that sidewalks be constructed to meet City design standards and be located on both sides of arterial, collector and local residential streets. Private streets and industrial streets shall have sidewalks on at least one side. The applicant will be installing sidewalks with this development, thereby meeting this criterion. Sanitary Sewers: Sewers Required: Section 18.810.090.A requires that sanitary sewer be installed to serve each new development and to connect developments to existing mains in accordance with the provisions set forth in Design and Construction Standards for Sanitary and Surface Water Management (as adopted by Clean Water Services in 1996 and including any future revisions or amendments) and the adopted policies of the comprehensive plan. Over-sizing: Section 18.810.090.0 states that proposed sewer systems shall include consideration of additional development within the area as projected by the Comprehensive Plan. There is an existing 8-inch public line in Sattler Street at the intersection with Alderbrook Drive. The Phase I development is required to extend this line to the west boundary of Tax Lot 13400. If the Phase I sewer work is not completed this extension will be required as part of this development. The applicant indicates that the public sewer in Sattler will also be extended to the west boundary of Tax Lot 13300 and easterly in the proposed ROW of 94th Avenue. Storm Drainage: General Provisions: Section 18.810.100.A requires developers to make adequate provisions for storm water and flood water runoff. Accommodation of Upstream Drainage: Section 18.810.100.0 states that a culvert or other drainage facility shall be large enough to accommodate potential runoff from its entire upstream drainage area, whether inside or outside the development. The City Engineer shall approve the necessary size of the facility, based on the provisions of Design and Construction Standards for Sanitary and Surface Water Management (as adopted by ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 5 Clean Water Services in 2000 and including any future revisions or amendments). There are no upstream drainage ways that impact this site. Effect on Downstream Drainage: Section 18.810.100.D states that where it is anticipated by the City Engineer that the additional runoff resulting from the development will overload an existing drainage facility, the Director and Engineer shall withhold approval of the development until provisions have been made for improvement of the potential condition or until provisions have been made for storage of additional runoff caused by the development in accordance with the Design and Construction Standards for Sanitary and Surface Water Management (as adopted by Clean Water Services in 2000 and including any future revisions or amendments). In 1997, Clean Water Services (CWS) completed a basin study of Fanno Creek and adopted the Fanno Creek Watershed Management Plan. Section V of that plan includes a recommendation that local governments institute a stormwater detention/effective impervious area reduction program resulting in no net increase in storm peak flows up to the 25-year event. The City will require that all new developments resulting in an increase of impervious surfaces provide onsite detention facilities, unless the development is located adjacent to Fanno Creek. For those developments adjacent to Fanno Creek, the storm water runoff will be permitted to discharge without detention. The site slopes downward to the south east towards Sattler Street. There is an existing 12-inch storm drainage line in Sattler Street that flows east from the east property line of Phase I (Tax Lot 13400). Phase I is required to extend the line to the west property line of Tax Lot 13400. Phase II shall further extend the public line to the west property line of Tax Lot 13300, connecting to the existing 10-inch line. If Phase I storm sewer work is not completed the entire extension shall be made with this development. The applicant is proposing to provide detention using 48-inch CMP. The City does not allow CMP, but does allow smooth bore HDPE, concrete or PVC pipe. The location of the detention pipe is within the proposed 94th ROW. As part of the construction plan review process the applicant's engineer will need to coordinate with the City engineering staff with respect to manhole access and other detail design issues. Bikeways and Pedestrian Pathways: Bikeway Extension: Section 18.810.110.A states that developments adjoining proposed bikeways identified on the City's adopted pedestrian/bikeway plan shall include provisions for the future extension of such bikeways through the dedication of easements or right-of-way. ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 6 SW Sattler Street is classified as a bike facility. Cost of Construction: Section 18.810.110.8 states that development permits issued for planned unit developments, conditional use permits, subdivisions, and other developments which will principally benefit from such bikeways shall be conditioned to include the cost or construction of bikeway improvements. It would not be practical to require the developer to stripe the bike lane at this time. However, it would be appropriate for the applicant to contribute funds to the City to cover the cost of the bike lane striping. The amount of the striping would be as follows: • 232 feet of 8-inch white stripe, at $2.50/If $580.00 • 6 Mono-directional reflective markers @ $4.00/ea $24.00 • 1 Bike lane legends @ $175/ea $175.00 • 1 Directional mini-arrows @ $100/ea $100.00 $879.00 Minimum Width: Section 18.810.110.0 states that the minimum width for bikeways within the roadway is five feet per bicycle travel lane. Minimum width for two-way bikeways separated from the road is eight feet. The future bike lane will be at least 5 feet wide. Utilities: Section 18.810.120 states that all utility lines, but not limited to those required for electric, communication, lighting and cable television services and related facilities shall be placed underground, except for surface mounted transformers, surface mounted connection boxes and meter cabinets which may be placed above ground, temporary utility service facilities during construction, high capacity electric lines operating at 50,000 volts or above, and: • The developer shall make all necessary arrangements with the serving utility to provide the underground services; • The City reserves the right to approve location of all surface mounted facilities; • All underground utilities, including sanitary sewers and storm drains installed in streets by the developer, shall be constructed prior to the surfacing of the streets; and ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 7 • Stubs for service connections shall be long enough to avoid disturbing the street improvements when service connections are made. Exception to Under-Grounding Requirement: Section 18.810.120.0 states that a developer shall pay a fee in-lieu of under-grounding costs when the development is proposed to take place on a street where existing utilities which are not underground will serve the development and the approval authority determines that the cost and technical difficulty of under- grounding the utilities outweighs the benefit of under-grounding in conjunction with the development. The determination shall be on a case- by-case basis. The most common, but not the only, such situation is a short frontage development for which under-grounding would result in the placement of additional poles, rather than the removal of above-ground utilities facilities. An applicant for a development which is served by utilities which are not underground and which are located across a public right-of-way from the applicant's property shall pay a fee in-lieu of under- grounding. There are existing overhead utility lines along the frontage of SW Sattler Street. If the fee in-lieu is proposed, it is equal to $ 35.00 per lineal foot of street frontage that contains the overhead lines. The frontage along this site is 232 lineal feet; therefore the fee would be $ 8120.00. ADDITIONAL CITY AND/OR AGENCY CONCERNS WITH STREET AND UTILITY IMPROVEMENT STANDARDS: Public Water System: There is an existing public water main in SW Sattler Street. The applicant will extend an 8-inch water main within the internal street, connecting to the Phase I water line to complete the loop. If Phase I water line extension is not complete the applicant shall contact the City of Tigard Water for approval of an alternate design or complete the entire loop with the Phase II development. There are some existing water services for the existing homes that will need to be removed by City of Tigard Public Works staff. Applicant shall contact PW for scheduling of this work. Public Works will invoice the developer for the cost of this work. The fire hydrant shown on Sheet 2 of 5 shall be relocated to the NE corner of 94th/Sattler. Storm Water Quality: ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 8 The City has agreed to enforce Surface Water Management (SWM) regulations established by Clean Water Services (CWS) Design and Construction Standards (adopted by Resolution and Order No. 00-7) which require the construction of on-site water quality facilities. The facilities shall be designed to remove 65 percent of the phosphorus contained in 100 percent of the storm water runoff generated from newly created impervious surfaces. In addition, a maintenance plan shall be submitted indicating the frequency and method to be used in keeping the facility maintained through the year. Prior to construction, the applicant shall submit plans and calculations for a water quality facility that will meet the intent of the CWS Design Standards. In addition, the applicant shall submit a maintenance plan for the facility that must be reviewed and approved by the City prior to construction. The applicant is proposing to install a Stormwater Management Storm Filter Vault. These facilities have been proven to achieve the phosphorous removal requirements per the CWS standards. Grading and Erosion Control: CWS Design and Construction Standards also regulate erosion control to reduce the amount of sediment and other pollutants reaching the public storm and surface water system resulting from development, construction, grading, excavating, clearing, and any other activity which accelerates erosion. Per CWS regulations, the applicant is required to submit an erosion control plan for City review and approval prior to issuance of City permits. The Federal Clean Water Act requires that a National Pollutant Discharge Elimination System (NPDES) erosion control permit be issued for any development that will disturb one or more acre of land. Since this site is over five acres, the developer will be required to obtain an NPDES permit from the City prior to construction. This permit will be issued along with the site and/or building permit. A final grading plan shall be submitted showing the existing and proposed contours. The plan shall detail the provisions for surface drainage of all lots, and show that they will be graded to insure that surface drainage is directed to the street or a public storm drainage system approved by the Engineering Department. For situations where the back portions of lots drain away from a street and toward adjacent lots, appropriate private storm drainage lines shall be provided to sufficiently contain and convey runoff from each lot. Since this site is over 1 acre in size an NPDES permit is required. ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 9 Address Assignments: The City of Tigard is responsible for assigning addresses for parcels within the City of Tigard and within the Urban Service Boundary (USB). An addressing fee in the amount of $ 50.00 per address shall be assessed. This fee shall be paid to the City prior to approval of the final plat. For this project, the addressing fee will be $600.00 (12 lots and/or tracts X $50/address = $600.00). The developer will also be required to provide signage at the entrance of each shared flag lot driveway or private street that lists the addresses that are served by the given driveway or street. This will assist emergency services personnel to more easily find a particular home. Survey Requirements The applicant's final plat shall contain State Plane Coordinates [NAD 83 (91)] on two monuments with a tie to the City's global positioning system (GPS) geodetic control network (GC 22). These monuments shall be on the same line and shall be of the same precision as required for the subdivision plat boundary. Along with the coordinates, the plat shall contain the scale factor to convert ground measurements to grid measurements and the angle from north to grid north. These coordinates can be established by: • GPS tie networked to the City's GPS survey. • By random traverse using conventional surveying methods. In addition, the applicant's as-built drawings shall be tied to the GPS network. The applicant's engineer shall provide the City with an electronic file with points for each structure (manholes, catch basins, water valves, hydrants and other water system features) in the development, and their respective X and Y State Plane Coordinates, referenced to NAD 83 (91). Recommendations: THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO COMMENCING ANY ONSITE IMPROVEMENTS, INCLUDING GRADING, EXCAVATION AND/OR FILL ACTIVITIES: Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642) for review and approval: ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 10 Prior to commencing onsite improvements, a Public Facility Improvement (PFI) permit is required for this project to cover street improvements, infrastructure and any other work in the public right-of-way. Eight (8) sets of detailed public improvement plans shall be submitted for review to the Engineering Department. NOTE: these plans are in addition to any drawings required by the Building Division and should only include sheets relevant to public improvements. Public Facility Improvement (PFI) permit plans shall conform to City of Tigard Public Improvement Design Standards, which are available at City Hall and the City's web page (www.ci.tigard.or.us). The PFI permit plan submittal shall include the exact legal name, address and telephone number of the individual or corporate entity who will be designated as the "Permittee", and who will provide the financial assurance for the public improvements. For example, specify if the entity is a corporation, limited partnership, LLC, etc. Also specify the state within which the entity is incorporated and provide the name of the corporate contact person. Failure to provide accurate information to the Engineering Department will delay processing of project documents. The applicant shall provide a construction vehicle access and parking plan for approval by the City Engineer. The purpose of this plan is for parking and traffic control during the public improvement construction phase. All construction vehicle parking shall be provided on-site. No construction vehicles or equipment will be permitted to park on the adjoining residential public streets. Construction vehicles include the vehicles of any contractor or subcontractor involved in the construction of site improvements or buildings proposed by this application, and shall include the vehicles of all suppliers and employees associated with the project. The applicant shall provide signage at the entrance of each shared flag lot driveway or private street that lists the addresses that are served by the given driveway or street. The applicant shall submit construction plans to the Engineering Department as a part of the Public Facility Improvement permit, which indicate that they will construct a half-street improvement along the frontage of SW Sattler Street. The improvements adjacent to this site shall include: A. City standard pavement section for a neighborhood route from curb to centerline equal to 18 feet; B. pavement tapers needed to tie the new improvement back into the existing edge of pavement shall be built beyond the site frontage; C. concrete curb, or curb and gutter as needed; D. storm drainage, including any off-site storm drainage necessary to convey surface and/or subsurface runoff; E. 5 foot concrete sidewalk with a planter strip; ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 11 • F. street trees in the planter strip spaced per TDC requirements; G. street striping; H. streetlight layout by applicant's engineer, to be approved by City Engineer; underground utilities; J. street signs (if applicable); K. driveway apron (if applicable); and L. adjustments in vertical and/or horizontal alignment to construct SW Sattler Street in a safe manner, as approved by the Engineering Department. The applicant's Public Facility Improvement permit construction drawings shall indicate that full width street improvements, including traffic control devices, mailbox clusters, concrete sidewalks, driveway aprons, curbs, asphaltic concrete pavement, sanitary sewers, storm drainage, street trees, streetlights, and underground utilities shall be installed within the interior subdivision streets. Improvements shall be designed and constructed to local street standards. A profile of Sattler Street shall be required, extending 300 feet either side of the subject site showing the existing grade and proposed future grade. The applicant's construction plans shall show "No Parking This Side of Street" signs along one side of the internal streets. The applicant's construction plans shall show a public storm main line extended in 94th Avenue and Home Street. The proposed storm detention line shall not be constructed of CMP. Smooth bore HDPE, concrete or PVC pipe material is acceptable. Any extension of public water lines shall be shown on the proposed Public Facility Improvement (PFI) permit construction drawings and shall be reviewed and approved by the City's Water Department, as a part of the Engineering Department plan review. NOTE: An estimated 12% of the water system costs must be on deposit with the Water Department prior to approval of the PFI permit plans from the Engineering Department and construction of public water lines. The applicant shall provide an on-site water quality facility as required by Clean Water Services Design and Construction Standards (adopted by Resolution and Order No. 00-7). Final plans and calculations shall be submitted to the Engineering Department (Kim McMillan) for review and approval prior to issuance of the site permit. In addition, a proposed maintenance plan shall be submitted along with the plans and calculations for review and approval. ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 12 • An erosion control plan shall be provided as part of the Public Facility Improvement (PFI) permit drawings. The plan shall conform to the "Erosion Prevention and Sediment Control Design and Planning Manual, February 2003 edition." A final grading plan shall be submitted showing the existing and proposed contours. The plan shall detail the provisions for surface drainage of all lots, and show that they will be graded to insure that surface drainage is directed to the street or a public storm drainage system approved by the Engineering Department. For situations where the back portions of lots drain away from a street and toward adjacent lots, appropriate private storm drainage lines shall be provided to sufficiently contain and convey runoff from each lot. The applicant shall obtain a 1200-C General Permit issued by the City of Tigard pursuant to ORS 468.740 and the Federal Clean Water Act. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO APPROVAL OF THE FINAL PLAT: Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642) for review and approval: Prior to final plat approval, the applicant shall pay an addressing fee in the amount of$600.00. (STAFF CONTACT: Shirley Treat, Engineering). The applicant shall cause a statement to be placed on the final plat to indicate that the proposed private street(s) will be jointly owned and maintained by the private property owners who abut and take access from it (them). Prior to approval of the final plat, the applicant shall pay $879.00 to the City for the striping of the bike lane along the frontage of SW Sattler Street. The applicant shall either place the existing overhead utility lines along SW Sattler Street underground as a part of this project, or they shall pay the fee in-lieu of undergrounding. The fee shall be calculated by the frontage of the site that is parallel to the utility lines and will be $ 35.00 per lineal foot. If the fee option is chosen, the amount will be $ 8120.00 and it shall be paid prior to approval of the final plat. The applicant's final plat shall contain State Plane Coordinates on two monuments with a tie to the City's global positioning system (GPS) geodetic control network (GC 22). These monuments shall be on the same line and ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 13 shall be of the same precision as required for the subdivision plat boundary. Along with the coordinates, the plat shall contain the scale factor to convert ground measurements to grid measurements and the angle from north to grid north. These coordinates can be established by: • GPS tie networked to the City's GPS survey. • By random traverse using conventional surveying methods. Final Plat Application Submission Requirements: A. Submit for City review four (4) paper copies of the final plat prepared by a land surveyor licensed to practice in Oregon, and necessary data or narrative. B. Attach a check in the amount of the current final plat review fee (Contact Planning/Engineering Permit Technicians, at (503) 639-4171, ext. 2421). C. The final plat and data or narrative shall be drawn to the minimum standards set forth by the Oregon Revised Statutes (ORS 92.05), Washington County, and by the City of Tigard. D. The right-of-way dedication for Sather Street shall be made on the final plat. E. NOTE: Washington County will not begin their review of the final plat until they receive notice from the Engineering Department indicating that the City has reviewed the final plat and submitted comments to the applicant's surveyor. F. After the City and County have reviewed the final plat, submit two mylar copies of the final plat for City Engineer signature (for partitions), or City Engineer and Community Development Director signatures (for subdivisions). THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO ISSUANCE OF BUILDING PERMITS: Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642) for review and approval: Prior to issuance of building permits, the applicant shall provide the Engineering Department with a "photomylar" copy of the recorded final plat. Prior to issuance of building permits the applicant's engineer shall provide a post-construction sight distance certification. ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 14 The City Engineer may determine the necessity for, and require submittal and approval of, a construction access and parking plan for the home building phase. If the City Engineer deems such a plan necessary, the applicant shall provide the plan prior to issuance of building permits. Prior to issuance of building permits within the subdivision, the City Engineer shall deem the public improvements substantially complete. Substantial completion shall be when: 1) all utilities are installed and inspected for compliance, including franchise utilities, 2) all local residential streets have at least one lift of asphalt, 3) any off-site street and/or utility improvements are substantially completed, and 4) all street lights are installed and ready to be energized. (NOTE: the City, apart from this condition, and in accordance with the City's model home policy may issue model home permits). Prior to issuance of building permits, the applicant shall provide the City with as-built drawings of the public improvements as follows: 1) 3 mil mylar, 2) a diskette of the as-builts in "DWG" format, if available; otherwise "DXF" will be acceptable, and 3) the as-built drawings shall be tied to the City's GPS network. The applicant's engineer shall provide the City with an electronic file with points for each structure (manholes, catch basins, water valves, hydrants and other water system features) in the development, and their respective X and Y State Plane Coordinates, referenced to NAD 83 (91). IN ADDITION, THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF THE COMMUNITY DEVELOPMENT CODE; THIS IS NOT AN EXCLUSIVE LIST: 18.430.080 Improvement Agreement: Before City approval is certified on the final plat, and before approved construction plans are issued by the City, the Subdivider shall: 1. Execute and file an agreement with the City Engineer specifying the period within which all required improvements and repairs shall be completed; and 2. Include in the agreement provisions that if such work is not completed within the period specified, the City may complete the work and recover the full cost and expenses from the subdivider. The agreement shall stipulate improvement fees and deposits as may be required to be paid and may also provide for the construction of the improvements in stages and for the extension of time under specific conditions therein stated in the contract. ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 15 18.430.090 Bond: As required by Section 18.430.080, the subdivider shall file with the agreement an assurance of performance supported by one of the following: 1. An irrevocable letter of credit executed by a financial institution authorized to transact business in the State of Oregon; 2. A surety bond executed by a surety company authorized to transact business in the State of Oregon which remains in force until the surety company is notified by the City in writing that it may be terminated; or 3. Cash. The subdivider shall furnish to the City Engineer an itemized improvement estimate, certified by a registered civil engineer, to assist the City Engineer in calculating the amount of the performance assurance. The subdivider shall not cause termination of nor allow expiration of said guarantee without having first secured written authorization from the City. 18.430.100 Filing and Recording: Within 60 days of the City review and approval, the applicant shall submit the final plat to the County for signatures of County officials as required by ORS Chapter 92. Upon final recording with the County, the applicant shall submit to the City a mylar copy of the recorded final plat. 18.430.070 Final Plat Application Submission Requirements: Three copies of the subdivision plat prepared by a land surveyor licensed to practice in Oregon, and necessary data or narrative. The subdivision plat and data or narrative shall be drawn to the minimum standards set forth by the Oregon Revised Statutes (ORS 92.05), Washington County, and by the City of Tigard. STREET CENTERLINE MONUMENTATION SHALL BE PROVIDED AS FOLLOWS: ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 16 Centerline Monumentation In accordance with Oregon Revised Statutes 92.060, subsection (2), the centerline of all street and roadway rights-of-way shall be monumented before the City accepts a street improvement. The following centerline monuments shall be set: 1. All centerline-centerline intersection points; 2. All cul-de-sac center points; and 3. Curve points, beginning and ending points (PC's and PT's). All centerline monuments shall be set during the first lift of pavement. Monument Boxes Required Monument boxes conforming to City standards will be required around all centerline intersection points, cul-de-sac center points, and curve points. The tops of all monument boxes shall be set to finished pavement grade. 18.810 Street& Utility Improvement Standards: 18.810.120 Utilities All utility lines including, but not limited to those required for electric, communication, lighting and cable television services and related facilities shall be placed underground, except for surface-mounted transformers, surface-mounted connection boxes, and meter cabinets which may be placed above ground, temporary utility service facilities during construction, high capacity electric lines operating at 50,000 volts or above. 18.810.130 Cash or Bond Required All improvements installed by the subdivider shall be guaranteed as to workmanship and material for a period of one year following acceptance by the City. Such guarantee shall be secured by cash deposit or bond in the amount of the value of the improvements as set by the City Engineer. The cash or bond shall comply with the terms and conditions of Section 18.810.180. ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 17 • 18.810.150 Installation Prerequisite No land division improvements, including sanitary sewers, storm sewers, streets, sidewalks, curbs, lighting or other requirements shall be undertaken except after the plans therefore have been approved by the City, permit fee paid and permit issued. 18.810.180 Notice to City Required Work shall not begin until the City has been notified in advance. If work is discontinued for any reason, it shall not be resumed until the City is notified. 18.810.200 Engineer's Certification The land divider's engineer shall provide written certification of a form provided by the City that all improvements, workmanship and materials are in accord with current and standard engineering and construction practices, and are of high grade, prior to the City acceptance of the subdivision's improvements or any portion thereof for operation and maintenance. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. ENGINEERING COMMENTS SUB2003-00013 Kessler Estates II PAGE 18 REQUEST FOR COMMENTS CITY O TIIGARD Community cDevetopment Shaping Better Community DATE: December 11,2003 TO: PER ATTACHED FROM: City of Tigard Planning Division STAFF CONTACT: Morgan Tracy,Associate Planner 1x24281 Phone: [503)639-4111/Fax: [503)684-1291 SUBDIVISION[SUB)2003-00013 KESSLER ESTATES II SUBDIVISION REQUEST: The applicant is requesting Subdivision approval to subdivide two (2) existing parcels of approximately 2.52 acres, into 11 single-family residential lots ranging in size between 6,732 and 9,037 square feet. LOCATION: 9425 and 9495 SW Sattler Street; WCTM 2S111DB, Tax Lots 13300 and 13100. ZONE: R-4.5: Low-Density Residential District. The R-4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.390, 18.430, 18.510, 18.705, 18.715, 18.745, 18.765, 18.790, 18.795 and 18.810. Attached are the Site Plan, Vicinity Map and Applicant's Materials for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: DECEMBER 26, 2003. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. PLEASE CHEG =1 °i We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written comments provided below: Name & Phone Number of Person Commenting: CITY TIGARD REQUEST FOR COI :NTS NOTIFICATION LIST FOR LAND USE & COMMUNITY DEVELOPMENT APPLICATIONS FILE NOS.: _ FILE NAME: 4)4k- r CITIZEN INVOLVEMENT TEAMS 14-DAY PENDING APPLICATION NOTICE TO CIT AREA: ['Central DEast ❑South ❑West IZIProposal Descrip.in Library CIT Book / CITY OFFICES LONG RANGE PLANNING/Barbara Shields,Planning Mgr. _COMMUNITY DVLPMNT.DEPT./Planning-Engineering Techs. ' POLICE DEPT./Jim Wolf,Crime Prevention Officer V BUILDING DIVISION/Gary Lampella,Building Official ENGINEERING DEPTJKim McMillan,Dvlpmnt.Review Engineer r ATER DEPT./Dennis Koellermeier,Public Works Mgr. _CITY ADMINISTRATION/Cathy Wheatley,City Recorder —PUBLIC WORKS/John Roy,Property ManagerUBLIC WORKS/Matt Stine,Urban Forester PLANNER–POST PROJECT SITE IF A PUBLIC HEARING ITEM-10 BUSINESS DAYS PRIOR TO THE PUBLIC HEARING! SPECIAL DISTRICTS _ TUAL.HILLS PARK&REC.DIST.•_ TUALATIN VALLEY FIRE&RESCUE it _ TUALATIN VALLEY WATER DISTRICT* _ CLEANWATER SERVICES • Planning Manager Fire Marshall Administrative Office Lee Walker/SWM Program 15707 SW Walker Road Washington County Fire District PO Box 745 155 N.First Avenue Beaverton,OR 97006 (place in pick-up box) Beaverton,OR 97075 Hillsboro,OR 97124 LOCAL AND STATE JURISDICTIONS CITY OF BEAVERTON * _ CITY OF TUALATIN * _OR.DEPT.OF FISH&WILDLIFE OR.DIV.OF STATE LANDS Planning Manager Planning Manager 2501 SW First Avenue Jennifer Goodridge _ Irish Bunnell,Development Services 18880 SW Martinazzi Avenue PO Box 59 775 Summer Street NE PO Box 4755 Tualatin,OR 97062 Portland,OR 97207 Salem,OR 97301-1279 Beaverton,OR 97076 _ OR.PUB.UTILITIES COMM. METRO-LAND USE&PLANNING * _OR.DEPT.OF GEO.&MINERAL IND. 550 Capitol Street NE _ CITY OF DURHAM • 600 NE Grand Avenue 800 NE Oregon Street,Suite 5 Salem,OR 97310-1380 City Manager Portland,OR 97232-2736 Portland,OR 97232 PO Box 23483 _ Bob Knight,Data Resource Center(ZCA) _US ARMY CORPS.OF ENG. .& Durham,OR 97281-3483 _ Paulette Allen,Gmwtn Management Coordinator _OR.DEPT.OF LAND CONSERV DVLP. Kathryn Harris Mel Huie,Greenspaces Coordinator(CPA/ZOA) Larry French(comp Plan Amendments Only) Routing CENWP-OP-G _CITY OF KING CITY * _ Jennifer Budhabhatti,Regional Planner(Wetlands) 635 Capitol Street NE,Suite 150 PO Box 2946 City Manager _ C.D. Manager,Growth Management Services Salem,OR 97301-2540 Portland,OR 97208-2946 15300 SW 116th Avenue King City,OR 97224 WASHINGTON COUNTY _ OR.DEPT.OF ENERGY(Powedines in Area) _OR.DEPT OF AVIATION(Monopole Towers) Dept.of Land Use&Transp. Bonneville Power Administration Tom Highland,Planning 155 N.First Avenue CITY OF LAKE OSWEGO * Routing TTRC–Attn: Renae Ferrera 3040 25th Street,SE Suite 350,MS 13 Planning Director PO Box 3621 Salem,OR 97310 Hillsboro,OR 97124 PO Box 369 Portland,OR 97208-3621 _Brent Curtis(ceA) Lake Oswego,OR 97034 _Gregg Leion(CPA) _ OR.DEPT.OF ENVIRON.QUALITY(DEQ) ODOT,REGION 1 * _Anne LaMountain(IGNuRB) CITY OF PORTLAND (Notify for Wetlands and Potential Environmental Impacts) _Marah Danielson,Development Review coordinator _Phil Healy(IGAAIRB) Planning Bureau Director Regional Administrator _Carl Toland, Right-of-Way Section(vacatiorts) _Steve Conway(General Apps.) 1900 SW 4th Avenue,Suite 4100 2020 SW Fourth Avenue,Suite 400 123 NW Flanders Sr.Cartographer icPA2wMS 14 Portland,OR 97201 Portland,OR 97201-4987 Portland,OR 97209-4037 _Jim Nims(ZCA)MS is _Doria Mateja(ZCA)Ms t4 WA.CO.CONSOLIDATED COMMUNIC.AGENCY(WCCCA)"911"(Monopole Towers) _ODOT,REGION 1 -DISTRICT 2A Dave Austin Jane Estes,Penne Specialist PO Box 6375 5440 SW Westgate Drive,Suite 350 Beaverton,OR 97007-0375 Portland,OR 97221-2414 UTILITY PROVIDERS AND SPECIAL AGENCIES _PORTLAND WESTERN R/R,BURLINGTON NORTHERN/SANTA FE RJR,OREGON ELECTRIC R/R(Burlington Northern/Santa Fe R/R Predecessor) Robert I.Melbo,President&General Manager 110 W. 10th Avenue Albany,OR 97321 _SOUTHERN PACIFIC TRANS.CO.RJR _METRO AREA COMMUNICATIONS _COMCAST CABLE CORP. _TRI-MET TRANSIT DVLPMT. Clifford C.Cabe,Construction Engineer Debra Palmer(Annexations Only) Randy Bice (sea M.Pkr....c«n.o (If Project is Within%Mile of a Transit Route) 5424 SE McLoughlin Boulevard Twin Oaks Technology Center 14200 SW Brigadoon Court Ben Baldwin,Project Planner Portland,OR 97232 1815 NW 169th Place,S-6020 Beaverton,OR 97005 710 NE Holladay Street Beaverton,OR 97006-4886 Portland,OR 97232 _PORTLAND GENERAL ELECTRIC _NW NATURAL GAS COMPANY —VERIZON _QWEST COMMUNICATIONS Ken Gutierrez,Svc.Design Consultant Scott Palmer,Engineering Coord. Ken Perdue,Engineering Patty Stambaugh,Engineering 9480 SW Boeckman Road 220 NW Second Avenue PO Box 1100 8021 SW Capitol Hill Rd,Rm 110 Wilsonville,OR 97070 Portland,OR 97209-3991 Beaverton,OR 97075-1100 Portland,OR 97219 TIGARD/TUALATIN SCHOOL DIST.#23J BEAVERTON SCHOOL DIST.#48 _COMCAST CABLE CORP. _COMCAST CABLE CORP. Marsha Butler,Administrative Offices Jan Youngquist,Demographics Alex Silantiev(See Map r"A,e,o«w.cn Diana Carpenter(APP.e or H.uH«99W) 6960 SW Sandburg Street 16550 SW Merlo Road 9605 SW Nimbus Avenue,Bldg. 12 3500 SW Bond Street Tigard,OR 97223-8039 Beaverton,OR 97006-5152 Beaverton,OR 97008 Portland,OR 97232 *I INDICATES AUTOMATIC NOTIFICATION IN COMPLIANCE WITH INTERGOVERNMENTAL AGREEMENT IF WITHIN 500'OF THE SUBJECT PROPERTY FOR ANY/ALL CITY PROJECTS (Project Planner Is Responsible For Indicating Parties To Notify). h:\patty\masters\Request For Comments Notification List.doc (UPDATED: 17-Jul-03) (Also update:'i:\curpini.setup\labels)annexation_utilities and franchises.doc-when updating this document) MAILING / NOTIFICATION RECORDS AFFIDAVIT OF POSTING NOTICE OF A LAND USE PROPOSAL IMPORTANT NOTICE: THIS AFFIDAVIT MUST BE ACCOMPANIED BY A COPY OF THE NOTICE THAT WAS POSTED ON THE SITE. In the Matter of the Proposed Land Use Applications for: Land Use File Nos.: SUB2003-00013 Land Use File Name: KESSLER ESTATES II SUBDIVISION I, Morgan Tracy, Associate Planner for the City of Tigard, do affirm that I posted notice of the land use proposal affecting the land located at (state the approximate location(s) IF no address(s) and/or tax lot(s) currently registered) 99'7,5 S" 5,: and did personally post notice of the proposed land use application(s) by means of weatherproof posting in the general vicinity of the affected territory, a copy of said notice being hereto attached and by reference made a part hereof, on the day of -ct 1... , 2003. Signature of Person Who erformed Posting (In the presence of the Notary) (THIS SECTION FOR A STATE OF OREGON, NOTARY PUBLIC TO COMPLETE/NOTARIZE) STATE OF OREGON ) County of Washington ) ss. Subscribed and sworn/affirmed before me on the LL day of I _ 14/ , 20 (/ �) OFFICIAL SEAL J BENGTSON `) Y NOTARY PUBLIC-OREGON 4 {{{ COMMISSION NO.368086 MY COMMISSION EXPIRES APR.27,2007 ) In/ NOT' -Y PUB OF OREGON My Commissio• Expires: h:Vogin\patty\masters\affidavit of posting for staff to post a site.doc KESSLER ESTATES II SUBDIVISION SUBDIVISION (SUB) 2003 -00013 REQUEST: The applicant is requesting Subdivision approval to subdivide two (2) existing parcels of approximately 2.52 acres, into 11 single-family residential lots ranging in size between 6,732 and 9,037 square feet LOCATION: 9425 and 9495 SW Sattler Street; WCTM 2S111 DB, Tax Lots 13300 and 13100. ZONE: R-4.5: Low-Density Residential District. The R- 4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.390, 18.430, 18.510, 18.705, 18.71 18.745, 18.765, 18.790, 18.795 and 18.810. Further information may be obtained from the Planning Division (staff contact: Morgan Tracy) at 13125 SW Hall Blvd., Tigard, Oregon 97223, or by calling 503-639-4171 . A copy of the application and all documents and evidence submitted by or on behalf of the applicant and the applicable criteria are available for inspection at no cost and copies for all items can also be provided at a reasonable cost. AFFIDAVIT OF MAILING OF TIGARD Community(Development Skaping A(Better Community I, Patricia L. Lun ford, being first duly sworn/affirm, on oath depose and say that I am a Senior Administrative Specialist for the City of Tigard;Washington County, Oregon and that I served the following: (Check Appropriate Box(s)Below) E3 NOTICE OF PENDING LAND USE APPLICATION FOR: SUB2003-00013/KESSLER ESTATES II SUBDIVISION AMENDED NOTICE (File No./Name Reference) ® City of Tigard Planning Director A copy of the said notice being hereto attached, marked Exhibit"A", and by reference made a part hereof, was mailed to each named person(s) at the address(s) shown on the attached list(s), marked Exhibit"B", and by reference made a part hereof, on December 11,2003, and deposited in the United States Mail on December 11,2003, postage prepaid. ‘ ,111111/i 400, i706 (Person th. 'repred Noti •) STATE OAF O4s gox ) County of Washington )ss. City of Egad Subscribed and sworn/affi med before me on the day of ill./1/14/ , 200 . OFFICIAL SEAL J BENGTSON NOTARY PUBLIC OF I 'EGON NOTAY l MM SSIONI O NO.368086 MY COMMISSION EXPIRES APR.27,2007 My Commission Expires: �/�7 �, EXHIBIT A NOTICE TO MORTGAGEE, LIENHOLDER,VENDOR OR SELLER: THE TIGARD DEVELOPMENT CODE REQUIRES THAT IF YOU RECEIVE THIS NOTICE,IT SHALL BE PROMPTLY FORWARDED TO THE PURCHASER. NOTICE OF PENDING LAND USE APPLICATION CITTY1O`F TIGARD SUBDIVISION Community(Development Skaping„4 Better Community DATE OF NOTICE: December 11, 2003 FILE NUMBER: SUBDIVISION (SUB) 2003-00013 FILE NAME: KESSLER ESTATES II SUBDIVISION PROPOSAL: The applicant is requesting Subdivision approval to subdivide two (2) existing parcels of approximately 2.52 acres, into 11 single-family residential lots ranging in size between 6,732 and 9,037 square feet. ZONE: R-4.5: Low-Density Residential District. The R-4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.390, 18.430, 18.510, 18.705, 18.715, 18.745, 18.765, 18.790, 18.795 and 18.810. LOCATION: 9425 and 9495 SW Sattler Street; WCTM 2S111DB, Tax Lots 13300 and 13100. YOUR RIGHT TO PROVIDE WRITTEN COMMENTS: Prior to the City making any decision on the Application, you are hereby provided a fourteen (14) day period to submit written comments on the application to the City. THE FOURTEEN (14) DAY PERIOD ENDS AT 5:00 PM ON DECEMBER 26, 2003. All comments should be directed to Morgan Tracy, Associate Planner in the Planning Division at the City of Tigard, 13125 SW Hall Boulevard, Tigard, Oregon 97223. You may reach the City of Tigard by telephone at (503) 639-4171 or by e-mail to morqanci.tigard.or.us. ALL COMMENTS MUST BE RECEIVED BY THE CITY OF TIGARD IN WRITING PRIOR TO 5:00 PM ON THE DATE SPECIFIED ABOVE IN ORDER FOR YOUR COMMENTS TO BE CONSIDERED IN THE DECISION-MAKING PROCESS THE CITY OF TIGARD APPRECIATES RECEIVING COMMENTS AND VALUES YOUR INPUT. COMMENTS WILL BE CONSIDERED AND ADDRESSED WITHIN THE NOTICE OF DECISION. A DECISION ON THIS ISSUE IS TENTATIVELY SCHEDULED FOR JANUARY 20, 2004. IF YOU PROVIDE COMMENTS, YOU WILL BE SENT A COPY OF THE FULL DECISION ONCE IT HAS BEEN RENDERED. WRITTEN COMMENTS WILL BECOME A PART OF THE PERMANENT PUBLIC RECORD AND SHALL CONTAIN THE FOLLOWING INFORMATION: • Address the specific "Applicable Review Criteria" described in the section above or any other criteria believed to be applicable to this proposal; • Raise any issues and/or concerns believed to be important with sufficient evidence to allow the City to provide a response; • Comments that provide the basis for an appeal to the Tigard Hearings Officer must address the relevant approval criteria with sufficient specificity on that issue. Failure of any party to address the relevant approval criteria with sufficient specificity may preclude subsequent appeals to the Land Use Board of Appeals or Circuit Court on that issue. Specific findings directed at the relevant approval criteria are what constitute relevant evidence. AFTER THE 14 DAY COMMENT PERIOD CLOSES, THE DIRECTOR SHALL ISSUE A TYPE II ADMINISTRATIVE DECISION. THE DIRECTOR'S DECISION SHALL BE MAILED TO THE APPLICANT AND TO OWNERS OF RECORD OF PROPERTY LOCATED WITHIN 500 FEET OF THE SUBJECT SITE, AND TO ANYONE ELSE WHO SUBMITTED WRITTEN COMMENTS OR WHO IS OTHERWISE ENTITLED TO NOTICE. THE DIRECTOR'S DECISION SHALL ADDRESS ALL OF THE RELEVANT APPROVAL CRITERIA. BASED UPON THE CRITERIA AND THE FACTS CONTAINED WITHIN THE RECORD, THE DIRECTOR SHALL APPROVE, APPROVE WITH CONDITIONS OR DENY THE REQUESTED PERMIT OR ACTION. SUMMARY OF THE DECISION-MAKING PROCESS: . The application is accepted by the City . Notice is sent to property owners of record within 500 feet of the proposed development area allowing a 14-day written comment period. . The application is reviewed by City Staff and affected agencies. . City Staff issues a written decision. . Notice of the decision is sent to the Applicant and all owners or contract purchasers of record of the site; all owners of record of property located within 500 feet of the site, as shown on the most recent property tax assessment roll; any City-recognized neighborhood group whose boundaries include the site; and any governmental agency which is entitled to notice under an intergovernmental agreement entered into with the City which includes provision for such notice or anyone who is otherwise entitled to such notice. INFORMATION/EVIDENCE AVAILABLE FOR REVIEW: The application, written comments and supporting documents relied upon by the Director to make this decision are contained within the record and are available for public review at the City of Tigard Community Development Department. Copies of these items may be obtained at a cost of $.25 per page or the current rate charged for this service. Questions regarding this application should be directed to the Planning Staff indicated on the first page of this Notice under the section titled "Your Right to Provide Written Comments." I_J--1 , .__ _— I_■r — — e.oe...yo.ro wGARG.".y C'N --•'• I'm A —t It A 7 VICINITY MAP I. PINEeR.:■ .' SUB2003-00013 o. j 0 KESSLER ESTATES II :, °�sT SUBDIVISION Jr, 111 -Mill 1-11111#110 JT- ■ C •Iar 4 REIL"G s; - ; LE' C� a/ INI "DAN��-. • 1.111111 �V WE SUN. % �1 . I . ■ f :ST n I Ma �a: -- SAImTh5f1 --- E 111110 H —; 13. �7 II MEE.■ r l E g oil IIIIIIIIIII IME ■'■ ,.al 11 I ■ -� . 11, 111 I CIry oCT'..r sr,.w.o Lndt,OwelopmeTa �� M. L— EM -_ •■ ■••:: ..' .s. . P101 OsY:)W-0.2007:C?mfpic4NGIC03 APR • 2 11 CA-01201 2S111DB-13700 ALD BR FARMS BLOOM KRISTAL F OW OF ALL LOTS 15015 SW DAWN CT 7223 TIGARD,OR 97224 2S111DB-12801 2S111DB-12200 ALLEN MARJORIE E TRUSTEE& BLUMENTHAL EDGAR ALLEN MARJORIE E 15255 SW 94TH AVE 9400 SW LAKESIDE DR TIGARD,OR 97224 TIGARD, OR 97224 25111 DB-12300 25111 CA-14000 ALSMAN RAMONA M TRUSTEE BODEA GHERASIM& 15265 SW 94TH AVE CARMEN A TIGARD,OR 97224 15100 SW 98TH AVE TIGARD,OR 97224 2S111 CA-13900 2S111AC-04500 AMODEO RICHARD D AND WANDA M BORJA DIONISIO C& 9765 SW SATTLER ST FLORES DELIA M TIGARD,OR 97224 14885 SW HEIDI CT TIGARD,OR 97224 2S 111 CA-04900 2S11 1 DB-06400 ANDERSON WILLIAM M JR TRUSTEE BROWN GERALD RICHARD& 9560 SW LAKESIDE DR LISA JOANNE TIGARD,OR 97223 15265 SW ALDERBROOK CT TIGARD,OR 97224 2S1 11 D B-04600 2S111 AC-04000 AUGER FREDRICK V&FRANCES J BRUCE GEORGE W&VIRGINIA D 15244 SW ALDERBROOK PL 17600 NE 230TH ST TIGARD,OR 97224 BATTLE GROUND,WA 98604 2S111 DB-13000 25111 CA-11500 AVERSANO CHERYL BRYANT PATRICIA 15134 SW 96TH AVE 9589 SW LAKESIDE DR TIGARD,OR 97224 TIGARD,OR 97224 2S111DB-13400 2S111DB-12700 BEACON HOMES NW INC BURGESS MARY B TRUSTEE PO BOX 407 9420 SW LAKESIDE DR WILSONVILLE,OR 97070 TIGARD,OR 97224 2S111DB-13100 2S111DB-11000 BEGAN KENNETH R&SHEILA BURKLAND DORIS M TR 9495 SW SATTLER 15345 SW OAKTREE LN TIGARD, OR-97224 TIGARD,OR 97224 25111 CA-00103 2S111DB-03700 BISSETT JANET E TRUSTEE CAMPBELL VIRGINIA UDAVID 9449 SW LAKESIDE DR 9160 SW SUMMERFIELD CT TIGARD,OR 97224 TIGARD,OR 97224 2S111 DB-11400 2S111 BD-00605 CARLSON BEULAH M EARL DAVID L SR&GEORGANN M ,8 15260 SW 94TH AVE 15025 SW 96TH AVE TIGARD,OR 97224 TIGARD,OR 97224 2S111CA-11300 25111CA-00302 CAVAGNARO MARY ALICE TRUSTEE FAHEY MARK J 9521 SW LAKESIDE DR 9650 SW SATTLER ST TIGARD,OR 97224 TIGARD,OR 97224 2S111CA-13400 2 11CA-00200 COLLINS KELLY& FAH M J FRASER-COLLINS KAREN 9650 LER ST 9670 SW DARMEL CT ARD,OR 9 224 TIGARD,OR 97224 2S111 DB-05800 25111 DB-04500 CONNER HELEN M TR FLAHERTY JOHN T& 15240 SW ALDERBROOK CT DOROTHY I TRUSTEES TIGARD,OR 97224 15266 SW ALDERBROOK PL TIGARD,OR 97224 2S111DB-05400 2S111 CA-11200 CORNELL VESTA R TR FREAD JAMES R&DEBORAH J BY US BANK TRUST DEPT 9532 SW SATTLER ST PO BOX 2840 TIGARD,OR 97223 SALEM,OR 97308 2S111BD-00401 2S111CA-13700 COX THOMAS W FURLOTT ELIZABETH URODNEY C COX BEVERLY J 9685 SW SATTLER ST 14860 SW 96TH TIGARD,OR 97224 TIGARD,OR 97223 2S111CA-13800 2S111DB-04000 CURTISS GORDON P& GEORGE RUTH M ASHTON JULIANNE M 9165 SW SUMMERFIELD CT 9725 SW SATTLER ST TIGARD,OR 97224 TIGARD,OR 97224 2S111DB-11800 25111CA-12100 DANFORTH WILLIAM H& GRABOW JOHN K&VIRGINIA L DANFORTH KATHY E 9733 SW OAKS LANE 15205 SW 94TH AVE TIGARD,OR 97224 TIGARD,OR 97224 2S111DB-05900 2S111DB-12800 DARCY MARIE ANNE GRAHAM HOWARD E/EVELYN E 15220 SW ALDERBROOK CT BY LANI SAUNDERS TIGARD,OR 97224 16530 SE LADD CT MILWAUKIE,OR 97267 2S 111 CA-05100 251110B-05500 DYSON RALPH J&GLORIA R GRAN JAMES E&MARIE A 9520 SW LAKESIDE DR 15390 SW ALDERBROOK CT TIGARD,OR 97224 TIGARD,OR 97224 2S111DB-12000 25111 BD-00601 GREENWOOD JO ANNE JOHNSON KENNETH AND 15225 SW 94TH DEBORAH TIGARD,OR 97224 9695 DARMEL COURT TIGARD,OR 97223 2S111CA-13200 2S111CA-13500 HAMMER LEON C&KARIN JOHNSON KURT D 9565 SW SATTLER 9640 SW DARMEL CT TIGARD,OR 97224 TIGARD,OR 97224 2S111CA-13600 25111 DB-05300 HANSON BRYAN LEE&HELEN TR JONES JOSEPH LYNN TRUSTEE 9645 SW SATTLER 15293 SW ALDERBROOK PL TIGARD,OR 97224 TIGARD,OR 97224 25111 CA-00100 2S111DB-11900 HEISERMAN HAROLD H/ROBERTA TRS JONES RICHARD NEWTON JR 9457 SW LAKESIDE DR 15215 SW 94TH AVE TIGARD,OR 97224 TIGARD,OR 97224 25111 DB-04900 25111 DB-04700 HENKELMAN NORMAN B KAUFMAN ELVIRA B 15207 SW ALDERBROOK PL 15222 SW ALDERBROOK PLACE TIGARD,OR 97224 TIGARD,OR 97224 25111 DB-06500 25111 DB-05200 HODGES ANNE E KEENAN LYLE T& 15285 SW ALDERBROOK CT KEENON MARY ANN TIGARD,OR 97224 15271 SW ALDERBROOK PL TIGARD,OR 97224 2S111DB-06600 2S111DB-13300 HOLDEN EDWARD L&JACQUELIN J KESSLER JULIUS B TRUSTEE 15295 SW ALDERBROOK CT 9425 SW SATTLER ST TIGARD,OR 97224 TIGARD,OR 97224 2S111CA-11900 2S111DB-11300 HOLLEN MARY JANE KLEEN HOWARD E&IVERNE TRS 9749 SW OAKS LN 15280 SW 94TH AVE TIGARD,OR 97223 TIGARD,OR 97224 2S1 11 DB-12900 2S11 1 DB-06300 IFORD JOHN REID& KRAMER RUSSELL R/KATHERINE R SHIRLEY 15245 SW ALDERBROOK CT 15070 SW 96TH AVE PORTLAND,OR 97224 TIGARD,OR 97224 2S 111 CA-12300 2S 111 CA-13000 JASSO JOEL S KRETZINGER MARK L AND 9708 SW OAKS LN TAKKO MARY A TIGARD,OR 97224 15136 SW 96TH AVE TIGARD,OR 97223 2S111DB-13800 2S111CA-11100 KRIBS GORDAN J AND LINDA J MATHEWS STEPHEN F/JANET C 15085 SW DAWN CT 9564 SW SATTLER ST TIGARD,OR 97224 TIGARD,OR 97224 2S1 11 DB-05600 2S111 DB-05100 KUBACK STANLEY A ETHEL L MATTHES ALBERT J JR AND 15280 SW ALDERBROOK CT MARY L TIGARD,OR 97224 15249 SW ALDERBROOK PL TIGARD,OR 97224 2S1 11 D B-06200 2S1 11 CA-05400 LANGE CONRAD PHILLIP& MCHUGH MARY L LEOLA PEARL 9460 SW LAKESIDE DR 15225 SW ALDERBROOK CT TIGARD,OR 97224 TIGARD,OR 97224 2S111AC-04200 2S111CA-00104 LEWIS JAMES D/PAMELA L MCQUILKIN ROGER WARREN 14965 SW LESLIE CT 12160 SW HALLOW LN TIGARD,OR 97224 TIGARD,OR 97223 2S111DB-11700 2S111CA-00106 LINNE CARL A AND ELIANE L MILLER BEVERLY TRUST 15200 SW 94TH AVE BY BEVERLY M MILLER TR TIGARD,OR 97224 9467 SW LAKESIDE DR TIGARD,OR 97224 2S1 11 DB-04100 2S111 DB-05700 LUCAS MARGARET C TRUST MOEN MYRTLE E 9135 SW SUMMERFIELD CT 15260 SW ALDERBROOK CT TIGARD, OR 97224 TIGARD,OR 97224 2S111DB-13500 2S111DB-11500 LUCAS STEPHEN G MOON MARY A&BRETT A TRS 9185 SW SATTLER ST 15240 SW 94TH AVE TIGARD,OR 97224 TIGARD,OR 97224 2 S 111 B D-00412 2S11 1 D B-03900 LUNDSTROM RICHARD& NAILA MOORE HENRY V TR& 9700 SW MARILYN CT PAULSON-MOORE PATRICIA C TR TIGARD,OR 97224 9195 SW SUMMERFIELD CT TIGARD,OR 97224 2S111DB-11200 2S1 11 DB-11600 LUSCHER BENJAMIN W AND MORRIS ROBERT D AND MARJORIE R BERNICE K 9385 SW LAKESIDE DR 15220 SW 94TH TIGARD,OR 97223 TIGARD,OR 97224 25111 DB-13200 2S11 1 DB-12600 MARTIN TED E &SHARON L MORRISON ROY E&SUSAN 9485 SW SATTLER ST PO BOX 771 TIGARD,OR 97224 LA CENTER,WA 98629 2S111DB-05000 2S111DB-06000 NICHOLS DORIS L ROBERSON MILDRED D TRUSTEE 15227 SW ALDERBROOK PL BY KAREN DUDLEY TIGARD,OR 97224 3113 GLEN AYRE LN NW OLYMPIA,WA 98502 2S111BD-00409 25111BD-00406 NICHOLSON SHANE& RODDAN DELLA L NICHOLSON BRITTA 9675 SW MARILYN COURT 14895 SW 96TH AVE TIGARD,OR 97223 TIGARD,OR 97224 2S111CA-11000 2S111BD-00403 O'NEEL ALTA M& DENNIS R RODGERS KENNETH A AND 9596 SW SATTLER ST WANDA M TIGARD, OR 97224 14900 SW 96TH TIGARD,OR 97223 2S111BD-00700 2S111CA-05300 PALMER FAMILY TRUST ROHOLT JOSEPH B BY PALMER CHARLES H TR TRUSTEE 14980 SW 96TH AVE 9480 SW LAKESIDE DRIVE TIGARD,OR 97224 TIGARD,OR 97224 2S111CA-05000 25111CA-03300 PEACOCK WILLIS E& ROBERTA R ROMANS JOHN AND ELEANOR 15532 SW PACIFIC HWY 9635 SW LAKESIDE DRIVE SUITE C1-B#413 TIGARD,OR 97224 TIGARD, OR 97224 2S111AC-04100 25111CA-05600 PECK JANE ANN ROOKSTOOL GEORGE L AND 14975 SW LESLIE CT HELEN B TIGARD, OR 97224 9440 SW LAKESIDE DRIVE TIGARD,OR 97224 2S11 1 CA-05500 2S11 1 CA-12200 PHELPS KEITH D/PHYLLIS E RYAN PATRICIA L 9450 SW LAKESIDE DR 9717 SW OAKS LN TIGARD, OR 97223 TIGARD,OR 97224 2S111BD-00407 111AC-0 01 POEHLER EDWARD CARL SC DISTRICT NO.23 MYRTLE J 14940 SW 96TH AVE TIGARD,OR 97223 2S111D8-06100 2S111DB-13900 REQUA DOROTHY F SLOOP MICHAEL R 15205 SW ALDERBROOK CT 20565 FERNVIEW RD TIGARD,OR 97224 WEST LINN,OR 97068 2S111BD-00410 2S111DB-12100 RICKER DEWEY E JR AND SMITS DORIS G SHERYL ANN 15235 SW 94TH AVE 9670 SW MARILYN COURT TIGARD,OR 97224 TIGARD,OR 97223 25111 CA-13100 2S111DB-12500 SOUTHARD NOEL D&TERESA M THOMPSON CAMILLE 15168 SW 96TH AVE 15285 SW 94TH AVE TIGARD,OR 97224 TIGARD,OR 97224 2S 111 CA-11400 2S 111 CA-00102 STONE DENNIS L TICHENOR ELDON A&SHARON 2 60TH PL 9471 SW LAKESIDE DR LONG BEACH,CA 90803 TIGARD,OR 97224 25111 BD-00600 111AC-065 STONE GEORGE L JR HELEN TIG TY OF 9665 SW DARMEL COURT 131 ALL TIGARD,OR 97224 TI ARD,OR 7223 2S111DB-04300 2S111DB-12400 STREJC JUDY A& VANKLEEK JAMES A&LANORE J LIANG TANYA L 15275 SW 94TH AVE 15292 SW ALDERBROOK PL TIGARD,OR 97224 TIGARD,OR 97224 2 11 DB-11 0 2S111 BD-00800 SUM IELD NO 10 VERGARA JOSE& O RS ALL LOTS REYNOSO GREGORIO 0 15030 SW 96TH AVE TIGARD,OR 97224 2 111DB-06 25111 CA-12000 SU IELD NO 7 VONWASMUTH KURT R&LISA K OW OF ALL LOTS 9741 SW OAKS LN 0 TIGARD,OR 97224 25111 DB-03800 2S111 CA-00105 SWANK BEN I AND HELEN A WAARVICK TILVEN M&PATRICIA 9190 SW SUMMERFIELD CT FAMILY TRUST TIGARD,OR 97224 9463 SW LAKESIDE DR TIGARD,OR 97224 2S111 CA-00101 2S111AC-03900 SYNOGROUND DARL L WALKER CHARLES A JR AND PO BOX 529 LINDA C LAKE OSWEGO,OR 97034 14995 SW LESLIE COURT TIGARD,OR 97223 2S111 DB-04800 2S111 CA-12900 TAYLOR C JAMES&CLARICE L WASHINGTON COUNTY 15202 SW ALDERBROOK PL 155 N 1ST AVE TIGARD,OR 97224 HILLSBORO,OR 97124 2S111AC-04600 2S111 CA-05200 TEIGEN CHAD A&NATALIE A WEBBER FRANCES M 14875 SW HEIDI CT 9500 SW LAKESIDE DR TIGARD,OR 97224 TIGARD,OR 97223 2S111CA-13300 WILCOX DALE G&NANCY A TRS 9700 SW DARMEL CT TIGARD,OR 97224 2S111DB-03200 WINKLE ORVILLE B&CAROL T 15345 SW ALDERBROOK DR TIGARD,OR 97224 2S111DB-04400 WRAY CHARLES H&JUANITA N 15288 SW ALDERBROOK PL TIGARD,OR 97224 2S111BD-00411 ZENZANO NELSON& KIMBERLY 14965 SW 96TH AVE TIGARD,OR 97224 Jack Biethan 11023 SW Summerfield Drive, #4 Tigard, OR 97224 Kristen Miller 8940 SW Edgewood Street Tigard, OR 97223 Paul Owen 10335 SW Highland Drive Tigard, OR 97224 Tim Esau PO Box 230695 Tigard, OR 97281 Nathan and Ann Murdock PO Box 231265 Tigard, OR 97281 Ross Sundberg 16382 SW 104th Avenue Tigard, OR 97224 Brian Wegener 9830 SW Kimberly Drive Tigard, OR 97224 J. Dyar 10430 SW Century Oak Drive Tigard, OR 97224 Rex Caffall 13205 SW Village Glenn Tigard, OR 97223 Josh Thomas 10395 SW Bonanza Tigard, OR 97224 CITY OF TIGARD - SOUTH CIT SUBCOMMITTEE (pg. I of I) (i:\curpin\setup\labels\CIT South.doc) UPDATED: June 18, 2003 t , A AFFIDAVIT OF MAILING `' -1 CITY OF TIGARD Community(Development Shaping Better Community 1, Tatricia L Gunsford being first duly sworn/affirm, on oath depose and say that I am a Senior Administrative Specialist for the City of'Tigard;Washington County, Oregon and that I served the following: {Check Appropnale Box(s)Below} © NOTICE OF DECISION FOR: SUB2003-00013/KESSLER ESTATES NO. 2 SUBDIVISION ❑ AMENDED NOTICE (File No/Name Reference) ® City of Tigard Planning Director A copy of the said notice being hereto attached, marked Exhibit"A",and by reference made a part hereof, was mailed to each named person(s) at the address(s) shown on the attached list(s), marked Exhibit'B",and by reference made a part hereof, on January 16,2004,and deposited in the United States Mail on January 16,2004, postage prepaid. _ // / Zit ,,. (Person at Prepares 'otic- STATE OF ORFIGON City fi �TT�imgton ss Subscribed and sworn/affir d before me on the e2---7 day o / LI , 2001'. 1 OFFICIAL SEAL V14.--,IF". J BENGTSON l / NOTARY PUBUC-OREGON )() � COMMISSION N0.368086 I iabs,kii It(( MY COMMISSION EXPIRES APR.27,2007 j "I ,I' ' IIl[r I I ' , I ' My Commission Expires: 1-//?;7_/°7 EXHIBIT A , NOTICE OF TYPE II DECISION 4111, SUBDIVISION (SUB) 2003-00013 CITY OF TIGARD Community(Development KESSLER ESTATES NO. 2 SUBDIVISION SfiapingABetterCommunity 120 DAYS = 4/06/2004 SECTION I. APPLICATION SUMMARY FILE NAME: KESSLER ESTATES NO. 2 SUBDIVISION CASE NO.: Subdivision (SUB) SUB2003-00013 REQUEST: A request for Subdivision approval to create 11, single-family lots ranging in size between 6,732 and 9,037 square feet on an approximately 2.52 acre site. OWNERS: Julius B. Kessler, Trustee APPLICANT: Beacon Homes Northwest 9425 SW Sattler Attn: Peter Kusyk Tigard, OR 97224 PO Box 407 Wilsonville, OR 97070 Kenneth & Sheila Began 9495 SW Sattler Tigard, OR 97224 COMP. PLAN DESIGNATION: Low-Density Residential. ZONE: R-4.5; The R-4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses are also permitted conditionally. LOCATION: 9425 SW Sattler Street; WCTM 2S111DB, Tax Lot 13300, and 9495 SW Sattler Street, WCTM 25111 DB, Tax Lot 13100. APPLICABLE CRITERIA: Community Development Code Chapters 18.390 (Decision Making Procedures); 18.430 (Subdivision); 18.510 (Residential Zoning Districts); 18.705 (Access, Egress and Circulation); 18.715 (Density Computation); 18.745 (Landscaping and Screening); 18.765 (Off-Street Parking); 18.790 (Tree Removal); 18.795 (Visual Clearance Areas); and 18.810 (Street and Utility Improvement Standards). SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request subject to certain conditions of approval. The findings and conclusions on which the decision is based are noted in Section VI of this Decision. NOTICE OF DECISION PAGE 1 OF 26 SUB2003-00013—KESSLER ESTATES NO.2 SUBDIVISION CONDITIONS OF APPROVAL THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO COMMENCING ANY ONSITE IMPROVEMENTS, INCLUDING GRADING, EXCAVATION, FILL, TREE REMOVAL, AND/OR DEMOLITION ACTIVITIES: Submit to the Planning Department (Morgan Tracy, 639-4171, ext. 2428) for review and approval: 1 . Prior to any site work, the applicant shall submit a revised street plan to ensure that the private street does not extend more than 150 feet without provisions for a fire truck turnaround. 2. Prior to any site work, the applicant shall submit a revised street utility plan that shows the location, species, and size (minimum 2-inch caliper) of required street trees per the City Forester's recommendations. 3. Prior to and during construction, if any trees currently proposed to be retained are removed, approval must be granted by the City Forester PRIOR to any such tree removal. No additional mitigation will be required if the tree dies or becomes hazardous due to circumstances not related to construction activity. Additional mitigation will be required if the trees are removed due to unauthorized activity. 4. Prior to any site work, a tree protection plan, prepared by a certified arborist shall be prepared and submitted to the City Forester for review and approval. Once approved, tree protection measures must be installed for all trees to be retained. Once installec, the City Forester must inspect the tree protection measures. 5. Prior to any site work, the applicant shall acknowledge in writing that the development code provides for the following penalties if the trees on site are damaged or removed: Notwithstanding any other provision of this title, any party found to be in violation of this chapter pursuant to Chapter 1 .16 of the Tigard Municipal Code shall be subject to a civil penalty of up to $500 and shall be required to remedy any damage caused by the violation. Such remediation shall include, but not be limited to, the following: • Replacement of unlawfully removed or damaged trees in accordance with Section 18.790.060 (D) of the Tigard Development Code; and • Payment of an additional civil penalty representing the estimated value of any unlawfully removed or damaged tree, as determined using the most current International Society of Arboriculture's Guide for Plant Appraisal. 6. Prior to any site work, the applicant shall prepare a mitigation plan to account for the 96 caliper inches of trees. For any trees that cannot be accommodated on site or off site, a payment in- lieu of planting the balance will be assessed (presently at $125 per caliper inch). A bond will be required to cover the cost of the mitigation trees until they have been planted. Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642) for review and approval: 7. Prior to commencing onsite improvements, a Public Facility Improvement (PFI) permit is required for this project to cover street improvements, infrastructure and any other work in the public right-of-way. Eight (8) sets of detailed public improvement plans shall be submitted for review to the Engineering Department. NOTE: these plans are in addition to any drawings required by the Building Division and should only include sheets relevant to public improvements. Public Facility Improvement (PFI) permit plans shall conform to City of Tigard Public Improvement Design Standards, which are available at City Hall and the City's web page (www.ci.tigard.or.us). NOTICE OF DECISION PAGE 2 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION 8. The PFI permit plan submittal shall include the exact legal name, address and telephone number of the individual or corporate entity who will be designated as the "Permittee", and who will provide the financial assurance for the public improvements. For example, specify if the entity is a corporation, limited partnership, LLC, etc. Also specify the state within which the entity is incorporated and provide the name of the corporate contact person. Failure to provide accurate information to the Engineering Department will delay processing of project documents. 9. The applicant shall provide a construction vehicle access and parking plan for approval by the City Engineer. The purpose of this plan is for parking and traffic control during the public improvement construction phase. All construction vehicle parking shall be provided on-site. No construction vehicles or equipment will be permitted to park on the adjoining residential public streets. Construction vehicles include the vehicles of any contractor or subcontractor involved in the construction of site improvements or buildings proposed by this application, and shall include the vehicles of all suppliers and employees associated with the project. 10. The applicant shall provide signage at the entrance of each shared flag lot driveway or private street that lists the addresses that are served by the given driveway or street. 11 . The applicant shall submit construction plans to the Engineering Department as a part of the Public Facility Improvement permit, which indicate that they will construct a half-street improvement along the frontage of SW Sattler Street. The improvements adjacent to this site shall include: A. City standard pavement section for a neighborhood route from curb to centerline equal to 18 feet; B. pavement tapers needed to tie the new improvement back into the existing edge of pavement shall be built beyond the site frontage; C. concrete curb, or curb and gutter as needed; D. storm drainage, including any off-site storm drainage necessary to convey surface and/or subsurface runoff; E. 5 foot concrete sidewalk with a planter strip; F. street trees in the planter strip spaced per TDC requirements; G. street striping; H. streetlight layout by applicant's engineer, to be approved by City Engineer; underground utilities; J. street signs (if applicable); K. driveway apron (if applicable); and L. adjustments in vertical and/or horizontal alignment to construct SW Sattler Street in a safe manner, as approved by the Engineering Department. 12. The applicant's Public Facility Improvement permit construction drawings shall indicate that full width street improvements, including traffic control devices, mailbox clusters, concrete sidewalks, driveway aprons, curbs, asphaltic concrete pavement, sanitary sewers, storm drainage, street trees, streetlights, and underground utilities shall be installed within the interior subdivision streets. Improvements shall be designed and constructed to local street standards. 13. A profile of Sattler Street shall be required, extending 300 feet either side of the subject site showing the existing grade and proposed future grade. NOTICE OF DECISION PAGE 3 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION 14. The applicant's construction plans shall show "No Parking This Side of Street" signs along one side of the internal streets. 15. The applicant's construction plans shall show a public storm main line extended in 94"' Avenue and Home Street. 16. The proposed storm detention line shall not be constructed of CMP. Smooth bore HDPE, concrete or PVC pipe material is acceptable. 17. Any extension of public water lines shall be shown on the proposed Public Facility Improvement (PFI) permit construction drawings and shall be reviewed and approved by the City's Water Department, as a part of the Engineering Department plan review. NOTE: An estimated 12% of the water system costs must be on deposit with the Water Department prior to approval of the PFI permit plans from the Engineering Department and construction of public water lines. 18. The applicant shall provide an on-site water quality facility as required by Clean Water Services Design and Construction Standards (adopted by Resolution and Order No. 00-7). Final plans and calculations shall be submitted to the Engineering Department (Kim McMillan) for review and approval prior to issuance of the site permit. In addition, a proposed maintenance plan shall be submitted along with the plans and calculations for review and approval. 19. An erosion control plan shall be provided as part of the Public Facility Improvement (PFI) permit drawings. The plan shall conform to the "Erosion Prevention and Sediment Control Design and Planning Manual, February 2003 edition." 20. A final grading plan shall be submitted showing the existing and proposed contours. The plan shall detail the provisions for surface drainage of all lots, and show that they will be graded to insure that surface drainage is directed to the street or a public storm drainage system approved by the Engineering Department. For situations where the back portions of lots drain away from a street and toward adjacent lots, appropriate private storm drainage lines shall be provided to sufficiently contain and convey runoff from each lot. 21. The applicant shall obtain a 1200-C General Permit issued by the City of Tigard pursuant to ORS 468.740 and the Federal Clean Water Act. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO APPROVAL OF THE FINAL PLAT: Submit to the Planning Department (Morgan Tracy, 639-4171, ext. 2428) for review and approval: 22. Prior to final plat approval, the applicant must provide evidence that Washington County has approved the plat name reservation. 23. Prior to final plat approval, the final plat shall reflect that no direct vehicular access will be permitted to SW Sattler Street from lots 16 or 26. 24. Prior to final plat approval, the applicant shall revise the plat so that all lots have a minimum of 25 feet of frontage on a public or private street, including lots . NOTICE OF DECISION PAGE 4 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION 25. Prior to final plat approval, the applicant shall ensure that either a minimum 4-foot-wide concrete walkway is provided to the school site to the north as part of Kessler Phase No. 1 or alternately that such a walkway is provided for in Phase No. 2. If part of Phase No. 2, this walkway connection shall be located generally between lots 19 and 20, aligning roughly with the north-south axis of the proposed internal public street Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642) for review and approval: 26. Prior to final plat approval, the applicant shall pay an addressing fee in the amount of$600.00. (STAFF CONTACT: Shirley Treat, Engineering). 27. The applicant shall cause a statement to be placed on the final plat to indicate that the proposed private street(s) will be jointly owned and maintained by the private property owners who abut and take access from it (them). 28. Prior to approval of the final plat, the applicant shall pay $879.00 to the City for the striping of the bike lane along the frontage of SW Sattler Street. 29. The applicant shall either place the existing overhead utility lines along SW Sattler Street underground as a part of this project, or they shall pay the fee in-lieu of undergrounding. The fee shall be calculated by the frontage of the site that is parallel to the utility lines and will be $ 35.00 per lineal foot. If the fee option is chosen, the amount will be $ 8120.00 and it shall be paid prior to approval of the final plat. 30. The applicant's final plat shall contain State Plane Coordinates on two monuments with a tie to the City's global positioning system (GPS) geodetic control network (GC 22). These monuments shall be on the same line and shall be of the same precision as required for the subdivision plat boundary. Along with the coordinates, the plat shall contain the scale factor to convert ground measurements to grid measurements and the angle from north to grid north. These coordinates can be established by: • GPS tie networked to the City's GPS survey. • By random traverse using conventional surveying methods. 31. Final Plat Application Submission Requirements: A. Submit for City review four (4) paper copies of the final plat prepared by a land surveyor licensed to practice in Oregon, and necessary data or narrative. B. Attach a check in the amount of the current final plat review fee (Contact Planning/Engineering Permit Technicians, at (503) 639-4171, ext. 2421). C. The final plat and data or narrative shall be drawn to the minimum standards set forth by the Oregon Revised Statutes (ORS 92.05), Washington County, and by the City of Tigard. D. The right-of-way dedication for Sattler Street shall be made on the final plat. NOTICE OF DECISION PAGE 5 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION E. NOTE: Washington County will not begin their review of the final plat until they receive notice from the Engineering Department indicating that the City has reviewed the final plat and submitted comments to the applicant's surveyor. F. After the City and County have reviewed the final plat, submit two mylar copies of the final plat for City Engineer signature (for partitions), or City Engineer and Community Development Director signatures (for subdivisions). THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO ISSUANCE OF BUILDING PERMITS: Submit to the Planning Department (Morgan Tracy, 639-4171, ext. 2428) for review and approval: 32. Prior to the issuance of building permits, the developer shall sign a copy of the City's sign compliance agreement. Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642) for review and approval: 33. Prior to issuance of building permits, the applicant shall provide the Engineering Department with a "photomylar" copy of the recorded final plat. 34. Prior to issuance of building permits the applicant's engineer shall provide a post-construction sight distance certification. 35. The City Engineer may determine the necessity for, and require submittal and approval of, a construction access and parking plan for the home building phase. If the City Engineer deems such a plan necessary, the applicant shall provide the plan prior to issuance of building permits. 36. Prior to issuance of building permits within the subdivision, the City Engineer shall deem the public improvements substantially complete. Substantial completion shall be when: 1) all utilities are installed and inspected for compliance, including franchise utilities, 2) all local residential streets have at least one lift of asphalt, 3) any off-site street and/or utility improvements are substantially completed, and 4) all street lights are installed and ready to be energized. (NOTE: the City, apart from this condition, and in accordance with the City's model home policy may issue model home permits). 37. Prior to issuance of building permits, the applicant shall provide the City with as-built drawings of the public improvements as follows: 1) 3 mil mylar, 2) a diskette of the as-builts in "DWG" format, if available; otherwise "DXF" will be acceptable, and 3) the as-built drawings shall be tied to the City's GPS network. The applicant's engineer shall provide the City with an electronic file with points for each structure (manholes, catch basins, water valves, hydrants and other water system features) in the development, and their respective X and Y State Plane Coordinates, referenced to NAD 83 (91). IN ADDITION, THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF THE COMMUNITY DEVELOPMENT NOTICE OF DECISION PAGE 6 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION CODE; THIS IS NOT AN EXCLUSIVE LIST: 18.430.080 Improvement Agreement: Before City approval is certified on the final plat, and before approved construction plans are issued by the City, the Subdivider shall: 1 . Execute and file an agreement with the City Engineer specifying the period within which all required improvements and repairs shall be completed; and 2. Include in the agreement provisions that if such work is not completed within the period specified, the City may complete the work and recover the full cost and expenses from the subdivider. The agreement shall stipulate improvement fees and deposits as may be required to be paid and may also provide for the construction of the improvements in stages and for the extension of time under specific conditions therein stated in the contract. 18.430.090 Bond: As required by Section 18.430.080, the subdivider shall file with the agreement an assurance of performance supported by one of the following: 1. An irrevocable letter of credit executed by a financial institution authorized to transact business in the State of Oregon; 2. A surety bond executed by a surety company authorized to transact business in the State of Oregon which remains in force until the surety company is notified by the City in writing that it may be terminated; or 3. Cash. The subdivider shall furnish to the City Engineer an itemized improvement estimate, certified by a registered civil engineer, to assist the City Engineer in calculating the amount of the performance assurance. The subdivider shall not cause termination of nor allow expiration of said guarantee without having first secured written authorization from the City. 18.430.100 Filing and Recording: Within 60 days of the City review and approval, the applicant shall submit the final plat to the County for signatures of County officials as required by ORS Chapter 92. Upon final recording with the County, the applicant shall submit to the City a mylar copy of the recorded final plat. NOTICE OF DECISION PAGE 7 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION 18.430.070 Final Plat Application Submission Requirements: Three copies of the subdivision plat prepared by a land surveyor licensed to practice in Oregon, and necessary data or narrative. The subdivision plat and data or narrative shall be drawn to the minimum standards set forth by the Oregon Revised Statutes (ORS 92.05), Washington County, and by the City of Tigard. STREET CENTERLINE MONUMENTATION SHALL BE PROVIDED AS FOLLOWS: Centerline Monumentation In accordance with Oregon Revised Statutes 92.060, subsection (2), the centerline of all street and roadway rights-of-way shall be monumented before the City accepts a street improvement. The following centerline monuments shall be set: 1. All centerline-centerline intersection points; 2. All cul-de-sac center points; and 3. Curve points, beginning and ending points (PC's and PT's). All centerline monuments shall be set during the first lift of pavement. Monument Boxes Required Monument boxes conforming to City standards will be required around all centerline intersection points, cul-de-sac center points, and curve points. The tops of all monument boxes shall be set to finished pavement grade. 18.810 Street & Utility Improvement Standards: 18.810.120 Utilities All utility lines including, but not limited to those required for electric, communication, lighting and cable television services and related facilities shall be placed underground, except for surface-mounted transformers, surface-mounted connection boxes, and meter cabinets which may be placed above ground, temporary utility service facilities during construction, high capacity electric lines operating at 50,000 volts or above. 18.810.130 Cash or Bond Required NOTICE OF DECISION PAGE 8 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION All improvements installed by the subdivider shall be guaranteed as to workmanship and material for a period of one year following acceptance by the City. Such guarantee shall be secured by cash deposit or bond in the amount of the value of the improvements as set by the City Engineer. The cash or bond shall comply with the terms and conditions of Section 18.810.180. 18.810.150 Installation Prerequisite No land division improvements, including sanitary sewers, storm sewers, streets, sidewalks, curbs, lighting or other requirements shall be undertaken except after the plans therefore have been approved by the City, permit fee paid and permit issued. 18.810.180 Notice to City Required Work shall not begin until the City has been notified in advance. If work is discontinued for any reason, it shall not be resumed until the City is notified. 18.810.200 Engineer's Certification The land divider's engineer shall provide written certification of a form provided by the City that all improvements, workmanship and materials are in accord with current and standard engineering and construction practices, and are of high grade, prior to the City acceptance of the subdivision's improvements or any portion thereof for operation and maintenance. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. SECTION III. BACKGROUND INFORMATION Site History: A lot line adjustment was approved in 2000 (MIS 2000-00008) to alter the line between tax lots 13100 and 13200. City records do not indicate any other previous development approvals that would affect this property. Site Information and Proposal Description: The applicant is requesting Subdivision approval to create 11 , single-family lots on an approximately 2.52 acre site. The existing single-family home and outbuildings will be demolished in order to accommodate the proposed lot layout. There is one public street proposed, which will continue the loop from Kessler Estates No. 1 back to SW Sattler Road. The temporary turnaround in Phase No.1 will be converted to a buildable lot as the need for the temporary turnaround will no longer be required. Vicinity Information: The proposed development is on the north side of SW Sattler Street, and just south of Templeton Elementary School. The surrounding parcels are all zoned R-4.5, with the exception of the properties to the south which are zoned R-7. SECTION IV. COMMENTS FROM PROPERTY OWNERS WITHIN 500 FEET NOTICE OF DECISION PAGE 9 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION No comments were received from neighbors. SECTION V. SUMMARY OF APPLICABLE CRITERIA A summary of the applicable criteria in this case in the Chapter order in which they are addressed in this decision are as follows: A. Subdivision 18.430 B. Applicable Development Code Sections 18.510 Residential zoning districts) 18.705 Access, Egress and Circulation) 18.715 Density) 18.745 Landscaping and screening) 18.765 Off-street parking and loading requirements) 18.790 Tree removal) 18.795 Vision clearance) C. Street and Utility Improvement 18.810 (Street and Utility Improvement Standards) D. Decision Making Procedures 18.390 (Impact Study) The proposal contains no elements related to the provisions of these Specific Development Standard Code Chapters: 18.710 (Accessory Residential Units), 18.730 (Exceptions to Development Standards), 18.740 (Historic Overlay), 18.742 (Home Occupations), 18.750 (Manufactured/Mobil Home Regulations), 18.755 (Mixed Solid Waste & Recyclable Storage) 18.760 (Nonconforming situations) 18.775 Sensitive Lands), 18.785 (Temporary Uses), 18.797 (Water Resources Overlay District), and 18.798 (Wireless Communication Facilities). These chapters are, therefore, found to be inapplicable as approval standards. SECTION VI. APPLICABLE REVIEW CRITERIA AND FINDINGS A — SUBDIVISION GENERAL PROVISIONS: Future Re-Division. When subdividing tracts into large lots, the Approval Authority shall require that the lots be of such size and shape as to facilitate future re-division in accordance with the requirements of the zoning district and this title. The largest lot in the subdivision is 9,037 square feet, and is not large enough to divide in the future; therefore, this standard does not apply. FINDING: Because none of the lots are large enough to be re-divided, this standard does not apply. Lot Size Averaging: Section 18.430.020.D states Lot size may be averaged to allow lots less than the minimum lot size allowed in the underlying zoning district as long as the average lot area for all lots is not less than allowed by the underlying zoning district. No lot created under this provision shall be less than 80% of the minimum lot size allowed in the underlying zoning district. The applicant has proposed to use the lot averaging option. The average of all lots is 7,886 square feet. The smallest lot is 6,732 square feet, which exceeds 80% of the 7,500 square foot minimum lot size. Phased Development: The Approval Authority may approve a time schedule for developing a subdivision in phases, but in no case shall the actual construction time period for any phase be greater than two years without reapplying for a preliminary plat; The criteria for approving a phased site development NOTICE OF DECISION PAGE 10 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION • review proposal are: a.)The public facilities shall be scheduled to be constructed in conjunction with or prior to each phase to ensure provision of public facilities prior to building occupancy; b.) The development and occupancy of any phase shall not be dependent on the use of temporary public facilities: For purposes of this subsection, a temporary public facility is an interim facility not constructed to the applicable City or district standard; and The phased development shall not result in requiring the City or other property owners to construct public facilities that were required as a part of the approval of the preliminary plat. The application for phased development approval shall be reviewed concurrently with the preliminary plat application and the decision may be appealed in the same manner as the preliminary plat. The applicant has not proposed a phased development; therefore, this standard does not apply. Approval Standards — Preliminary Plat: The proposed preliminary plat complies with the applicable zoning ordinance and other applicable ordinances and regulations. Compliance with the specific regulations and standards of the zoning ordinance will be addressed further within this decision. The proposed plat name must not be duplicative and must otherwise satisfy the provisions of ORS Chapter 92. The applicant has not provided evidence that the proposed subdivision name has been reserved with Washington County; this will be required prior to final plat approval. The Streets and roads are laid out so as to conform to the plats of subdivisions and maps of major partitions or subdivisions already approved for adjoining property as to width, general direction and in all other respects unless the City determines it is in the public interest to modify the street or road pattern. Street layout is discussed in more detail, and conditioned if necessary, under the Street and Utility Improvement Standards section of this decision. An explanation has been provided for all common improvements. The applicant has provided an explanation for all common improvements as required and, therefore, satisfied this criterion. Specific details of the proposed improvements are discussed later in this decision under the Street and Utility Improvement Standards section. FINDING: Based on the analysis above, the proposal meets, or will be conditioned to meet further in this decision, the preliminary plat approval standards for subdivisions. The applicant has not demonstrated that the proposed subdivision name is not duplicative. CONDITION: The applicant must provide evidence that Washington County has approved the plat name reservation. B— APPLICABLE TIGARD DEVELOMENT CODE SECTIONS Residential Zoning Districts (18.510) Lists the description of the residential Zoning District. The site is located in the R-4.5: Low-Density residential zoning district. The R-4.5 zoning district has the following dimensional requirements: STANDARD R-4.5 Minimum Lot Size Detached unit 7,500 sq. ft. Duplexes -Attached unit [1] 10,000 sq.ft NOTICE OF DECISION PAGE 11 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION Average Minimum Lot Width Detached unit lots 50 ft. Duplex lots -Attached unit lots 90 ft. Maximum Lot Coverage Minimum Setbacks Front yard 20 ft. Side facing street on corner & through lots 15 ft. Side yard 5 ft. Rear yard 15 ft. Side or rear yard abutting more restrictive zoning district - Distance between property line and front of garage 20 ft. Maximum Height 30ft. Minimum Landscape Requirement [1] Single-family attached residential units permitted at one dwelling per lot with no more that five attached units in one grouping. The proposed lots range in size from 6,723 square feet to 9,037 square feet. Based on the lot averaging standards of Section 18.430.020.D, lot sizes can be reduced to a minimum of 6,000 square feet as long as the average lot size for the entire subdivision is at least 7,500 square feet. The average lot size for the 11 lots proposed for this subdivision is 7,886 square feet. All of the proposed lots meet the minimum lot size and averaging requirements of the code. All lots meet the minimum lot width requirements, based on the dimensions provided on the plan. The applicant will be required to comply with the setbacks, height and lot coverage/landscape requirements during the building permit review process for the homes on individual lots. For purposes of applying the setbacks to lots 23 and 24, the eastern property line shall serve as the front yard, and the garage shall be measured 20 feet in any direction from the end of the private street tract. None of the lots is large enough for a duplex; therefore, all lots within this subdivision will be for single-family units. This is not a planned development; consequently, the setbacks are as prescribed by the base zone. FINDING: Based on the analysis above, the residential zoning district dimensional standards are satisfied. Access, Egress and Circulation (18.705): Chapter 18.705 establishes standards and regulations for safe and efficient vehicle access and egress on a site and for general circulation within the site. Table 18.705.1 states that the minimum vehicular access and egress for single-family dwelling units on individual lots shall be one, 10-foot paved driveway within a 15-foot-wide accessway. The minimum access width for 3-6 dwelling units is 20 feet with 20 feet of pavement. The access and egress into the site itself is discussed later in this decision under the Street and Utility Improvements Standards section of this decision. Access to individual lots will be reviewed for compliance during the building permit phase. Access plan requirements. No building or other permit shall be issued until scaled plans are presented and approved as provided by this chapter that show how access, egress and circulation requirements are to be fulfilled. The applicant licant shall submit a site plan. The Director shall provide the applicant with detailed information about this submission requirement. Scaled site plans have been submitted that indicate how the requirements of access, egress, and circulation are met. Joint access. Owners of two or more uses, structures, or parcels of land may agree to utilize jointly the same access and egress when the combined access and egress of both uses, structures, or parcels of land satisfies the combined requirements as designated in this title, provided: Satisfactory legal evidence shall be presented in the form of deeds, easements, leases or contracts to establish the joint use; and Copies of the deeds, easements, leases or contracts are placed on permanent file with the City. No joint access is required or proposed. There are no proposed shared driveways. Public street access. All vehicular access and egress as required in Sections 18.705.030H and NOTICE OF DECISION PAGE 12 OF 26 SUB2003-00013—KESSLER ESTATES NO.2 SUBDIVISION 18.705.0301 shall connect directly with a public or private street approved by the City for public use and shall be maintained at the required standards on a continuous basis. All lots with the exception of lots 23 and 24 have frontage on a public street. Lots 23 and 24 each have 12 feet of frontage on a private street (Tract B). This is insufficient to meet the frontage requirements of 18.810.060; however by extending the Tract another 13 feet into the lots, this standard can be met. This will reduce the lot size by approximately 312 feet each, still in conformance with minimum and average lot size requirements. Due to the classification of SW Sattler, driveways should be discouraged. Therefore, lots 16 and 26 will be required to place their driveways onto the local street. Curb cuts shall be in accordance with Section 18.810.030N. Curb cuts will be addressed under Chapter 18.810 Street and Utility Improvements Standards later in this decision. Walkways: On-site pedestrian walkways shall comply with the following standards: Walkways shall extend from the ground floor entrances or from the ground floor landing of stairs, ramps, or elevators of all commercial, institutional, and industrial uses, to the streets which provide the required access and egress. Walkways shall provide convenient connections between buildings in multi-building commercial, institutional, and industrial complexes. Unless impractical, walkways shall be constructed between new and existing developments and neighboring developments; Wherever required walkways cross vehicle access driveways or parking lots, such crossings shall be designed and located for pedestrian safety. Required walkways shall be physically separated from motor vehicle traffic and parking by either a minimum 6-inch vertical separation (curbed) or a minimum 3-foot horizontal separation, except that pedestrian crossings of traffic aisles are permitted for distances no greater than 36 feet if appropriate landscaping, pavement markings, or contrasting pavement materials are used. Walkways shall be a minimum of four feet in width, exclusive of vehicle overhangs and obstructions such as mailboxes, benches, bicycle racks, and sign posts, and shall be in compliance with ADA standards; Required walkways shall be paved with hard surfaced materials such as concrete, asphalt, stone, brick, etc. Walkways may be required to be lighted and/or signed as needed for safety purposes. Soft-surfaced public use pathways may be provided only if such pathways are provided in addition to required pathways. There are no walkways proposed with this development. Inadequate or hazardous access: Applications for building permits shall be referred to the Commission for review when, in the opinion of the Director, the access proposed would cause or increase existing hazardous traffic conditions; or would provide inadequate access for emergency vehicles; or would in any other way cause hazardous conditions to exist which would constitute a clear and present danger to the public health, safety and general welfare. Based on the preliminary plan submitted by the applicant, the intersection of SW Sattler and the proposed new public street does not appear to have any hazardous attributes. Sight distance certification will be required from a licensed engineer. Direct individual access to arterial or collector streets from single-family dwellings and duplex lots shall be discouraged. Direct access to major collector or arterial streets shall be considered only if there is no practical alternative way to access the site. SW Sattler is a neighborhood route which does not preclude direct vehicular access, although driveways should be discouraged. Therefore, the lots that have frontage on both Sattler and onto the new local street will be conditioned to access from the new local street. In no case shall the design of the service drive or drives require or facilitate the backward movement or other maneuvering of a vehicle within a street, other than an alley. Single-family and duplex dwellings are exempt from this requirement. NOTICE OF DECISION PAGE 13 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION This criterion does not apply. Section 18.705.030.H.1 states that an access report shall be submitted with all new development proposals which verifies design of driveways and streets are safe by meeting adequate stacking needs, sight distance and deceleration standards as set by ODOT, Washington County, the City and AASHTO. The applicant has indicated that site distance requirements can be met. The applicant's engineer shall provide a post-construction sight distance certification. Section 18.705.030.H.2 states that driveways shall not be permitted to be placed in the influence area of collector or arterial street intersections. Influence area of intersections is that area where queues of traffic commonly form on approach to an intersection. The minimum driveway setback from a collector or arterial street intersection shall be150 feet, measured from the right-of-way line of the intersecting street to the throat of the proposed driveway. The setback may be greater depending upon the influence area, as determined from City Engineer review of a traffic impact report submitted by the applicant's traffic engineer. In a case where a project has less than 150 feet of street frontage, the applicant must explore any option for shared access with the adjacent parcel. If shared access is not possible or practical, the driveway shall be placed as far from the intersection as possible. The proposed intersection of Sattler Street and 94th Avenue is not within the influence area of the Hall Boulevard/Sattler Street intersection. Section 18.705.030.H.3 and 4 states that the minimum spacing of driveways and streets along a collector shall be 200 feet. The minimum spacing of driveways and streets along an arterial shall be 600 feet. The minimum spacing of local streets along a local street shall be 125 feet. The proposed intersection of 94th Avenue at Sattler Street is more than 300 feet from the intersection of 93rd Avenue and Sattler Street, which meets this criterion. Minimum access requirements for residential use: Vehicular access and egress for single-family, duplex or attached single-family dwelling units on individual lots and multi-family residential uses shall not be less than as provided in Table 18.705.1 and Table 18.705.2; Individual access to each lot will be reviewed during the building permit review process to ensure conformance with these requirements. Vehicular access to multi-family structures shall be brought to within 50 feet of the ground floor entrance or the ground multi-family landing of a stairway, ramp, or elevator leading to the dwelling units; No multi-family structures are proposed with this application. Therefore, this standard does not apply. Private residential access drives shall be provided and maintained in accordance with the provisions of the Uniform fire Code; The proposed private street will be required to be maintained through the formation of a homeowner's association. Section 18.705.030.H.4 states that access drives in excess of 150 feet in length shall be provided with approved provisions for the turning around of fire apparatus by one of the NOTICE OF DECISION PAGE 14 OF 26 SUB2003-00013—KESSLER ESTATES NO.2 SUBDIVISION • following: a circular, paved surface having a minimum turn radius measured from center point to outside edge of 35 feet or a hammerhead-configured, paved surface with each leg of the hammerhead having a minimum depth of 40 feet and a minimum width of 20 feet. The maximum cross slope of a required turnaround is 5%. The private street will be 140 feet in length after it is extended to accommodate the required frontage. If the drive is extended further than 150 feet, a turnaround for fire apparatus will be required. FINDING: Based on the analysis above, the Access, Egress and Circulation standards have not been satisfied. If the applicant complies with the condition listed below, the standards will be met. CONDITIONS: Prior to final plat approval, the final plat shall reflect that no direct vehicular access will be permitted to SW Sattler Street from lots 16 or 26. Prior to final plat approval, the applicant shall revise the plat so that all lots have a minimum of 25 feet of frontage on a public or private street. Prior to final plat approval, the applicant shall ensure that the private street does not extend more than 150 feet without provisions for a fire truck turnaround. Density Computations and Limitations: Chapter 18.715 implements the Comprehensive Plan by establishing the criteria for determining the number of dwelling units permitted. The number of allowable dwelling units is based on the net development area. The net area is the remaining parcel area after exclusion of sensitive lands and land dedicated for public roads or parks. The net area is then divided by the minimum lot size permitted by the zoning district to determine the number of dwelling units that may be developed on a site. Based on the formulas in Chapter 18.715 of the City of Tigard Community Development Code, the maximum and minimum number of units permitted on the site are based on the net developable area, subtracting sensitive land areas, land dedicated to public parks, land dedicated for public right-of-way, and land for private streets from the total site area. Of the total site area (109,771 square feet), 23,030 square feet will be dedicated to public street right-of-way; there are no sensitive lands or land dedicated to the public for parks. This results in a net developable area of 86,741 square feet. The maximum number of lots permitted on this site, therefore, is 11 and the minimum number of lots is 8. The applicant's proposal to build 11 lots for single-family detached homes meets the maximum and minimum density requirements of the R-4.5 zone. FINDING: Because the applicant has proposed 11 lots and 11 lots is the maximum permitted based on the net acreage of the site; this standard has been satisfied. Landscaping and Screening (18.745): Chapter 18.745 contains landscaping provisions for new development. Section 18.745.100 requires that street trees be planted in conjunction with all development that fronts a street or driveway more than 100 feet long. A proposed planting list must be submitted for review by the Director since certain trees can damage utilities, streets and sidewalks or cause personal injury. Section 18.745.030.E states that existing vegetation on a site shall be protected as much as possible (for example, areas not to be disturbed can be fenced as in snow fencing which can be around individual trees). The applicant has proposed Red Maples, Little Leaf Lindens, and English Oak for street trees. The City Forester has reviewed this plan and has recommended that alternate species of trees be used. For large trees, he suggests Northern Red Oak, Oregon White Oak, or European Beech. For Medium trees, Paperbark Maple, Honeylocust or Hackberry make suitable choices. For planter strips less than 5 feet wide, only small trees Dogwood, Serviceberry, or Redbud should be used. Section 18.745.040.0 contains specific standards for spacing of street trees as follows: NOTICE OF DECISION PAGE 15 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION • • Small or narrow stature trees (under 25 feet tall and less than 16 feet wide branching) shall be spaced no greater than 20 feet apart; • Medium sized trees (25 feet to 40 feet tall, 16 feet to 35 feet wide branching) shall be spaced no greater than 30 feet apart; and • Large trees (over 40 feet tall and more than 35 feet wide branching) shall be spaced no greater than 40 feet apart; The applicant has provided a street tree plan that will require minor modifications to address the City Forester's comments. However, the preliminary plan follows these standards. Section 18.745.050 contains the provisions and requirements for buffering and screening. The Buffering and Screening Matrix (Section 18.745.1) does not require buffering or screening when a single-family detached residential use is proposed adjacent to existing detached single-family dwellings. The Kessler Estates Subdivision site is surrounded by detached single-family homes and undeveloped parcels with R-4.5 and R-7 zoning. The Templeton Elementary School is located to the north, however, no additional screening from the school is required by this section. Therefore, this section does not apply. FINDING: Based on the analysis above, the applicant's street tree plan requires minor changes in the species selections. If the applicant complies with the condition listed below, the standards will be met. CONDITION: Prior to final plat approval, the applicant shall submit a revised street utility plan that shows the location, species, and size (minimum 2-inch caliper) of required street trees per the City Forester's recommendations. Off-Street Parking and Loading Requirements (18.765): Chapter 18.765, Table 18.765.2 requires that single-family residences be provided with one (1) off-street parking space for each dwelling unit. Compliance with this standard will be enforced during the building permit review process. Since the Code requires 20 feet from the property line to the face of a garage, this will insure that at least one car can park off of the street, outside of any garage. FINDING: Because each individual home will be reviewed for compliance with this standard during the building permit phase and it is feasible that this standard will be met by providing driveways and garages, this standard has been satisfied. Signs (18.780): Chapter 18.780 regulates the placement, number and design criteria for signage. No signs are proposed in conjunction with this development. The applicant has indicated that they will apply for sign permits to erect subdivision entry signs as authorized in Section 18.780.130(A)(3). Any future signage will be subject to the sign permit requirements in Chapter 18.780. There has been a proliferation of sign violations from new subdivisions. In accordance with a policy adopted by the Director's Designee, all new subdivisions must enter into a sign compliance agreement to facilitate a more expeditious court process for citations. FINDING: To expedite enforcement of sign violations, a sign compliance agreement will be required. CONDITION:Prior to the issuance of building permits, the developer shall sign a copy of the City's sign compliance agreement. Tree Removal: Chapter 18.790 requires mitigation of trees over 12-inch diameter at breast height (dbh) removed as part of the development of the site. The applicant has submitted a tree inventory prepared by a certified arborist. The tree inventory indicates that there are 20 trees over 12 inches in caliper. Of these, 10 are proposed for removal. NOTICE OF DECISION PAGE 16 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION This represents a 50% retention of trees, which requires that 50% of the 192 total caliper inches being removed are required to be replanted. The applicant has not provided a mitigation plan that accounts for the required 96 inches of replanting. The City Forester has noted that only two trees should be planted in the backyards of each lot. This will provide a better overall canopy and prevent future hassle for subsequent homeowners who would otherwise have to contend with thinning the trees out as they mature. A tree protection plan will need to be submitted for the ten trees that will be retained. FINDING: Based on the analysis above, the Tree Removal standards will be met, if the applicant complies with the conditions listed below: CONDITIONS: • Prior to and during construction, if any trees currently proposed to be retained are removed, approval must be granted by the City Forester PRIOR to any tree removal. • Prior to ANY site work, a tree protection plan, prepared by a certified arborist shall be prepared and submitted to the City Forester for review and approval. Once approved, tree protection measures must be installed for all trees to be retained. Once installed, the City Forester must inspect the tree protection measures. • The applicant shall acknowledge in writing that the development code provides for the following penalties if the trees on site are damaged or removed: Notwithstanding any other provision of this title, any party found to be in violation of this chapter pursuant to Chapter 1.16 of the Tigard Municipal Code shall be subject to a civil penalty of up to $500 and shall be required to remedy any damage caused by the violation. Such remediation shall include, but not be limited to, the following: 1. Replacement of unlawfully removed or damaged trees in accordance with Section 18.790.060 (D) of the Tigard Development Code; and 2. Payment of an additional civil penalty representing the estimated value of any unlawfully removed or damaged tree, as determined using the most current International Society of Arboriculture's Guide for Plant Appraisal. • Prepare a mitigation plan to account for the 96 caliper inches of trees. For any trees that cannot be accommodated on site or off site, a payment in-lieu of planting the balance will be assessed (presently at $125 per caliper inch). A bond will be required to cover the cost of the mitigation trees until they have been planted. Vision Clearance: Chapter 18.795 applies to all development and requires that clear vision area shall be maintained on the corners of all property adjacent to intersecting right-of-ways and at the intersection of a public street and a private driveway. A visual clearance area shall contain no vehicle, hedge, planting, fence, wall structure, signs, or temporary or permanent obstruction exceeding three feet in height. The applicant has indicated the vision clearance areas on the site plan and has not proposed any structures or vegetation in the vision clearance area. Construction plans for the streets will need to be reviewed and approved that satisfies the visual clearance requirements. Subsequent grading and vegetative removal may be imposed during infrastructure construction to assure that this standard is met. FINDING: Because no structures are currently proposed in the vision clearance area and all future buildings will be reviewed for compliance during the building permit phase, this standard has been satisfied. C — STREET AND UTILITY IMPROVEMENTS STANDARDS (SECTION 18.810): NOTICE OF DECISION PAGE 17 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION Street And Utility Improvements Standards (Section 18.810): Chapter 18.810 provides construction standards for the implementation of public and private facilities and utilities such as streets, sewers, and drainage. The applicable standards are addressed below: Streets: Improvements: Section 18.810.030.A.1 states that streets within a development and streets adjacent shall be improved in accordance with the TDC standards. Section 18.810.030.A.2 states that any new street or additional street width planned as a portion of an existing street shall be dedicated and improved in accordance with the TDC. Minimum Rights-of-Way and Street Widths: Section 18.810.030.E requires a neighborhood route to have a 58 foot right-of-way width and 36-foot paved section. Other improvements required may include on-street parking, sidewalks and bikeways, underground utilities, street lighting, storm drainage, and street trees. This site lies adjacent to SW Sattler Street, which is classified as a neighborhood route on the City of Tigard Transportation Plan Map. At present, there is approximately 20 feet of ROW from centerline, according to the most recent tax assessor's map. The applicant is proposing to dedicate additional right-of-way (ROW) to provide 29 feet from centerline. SW Sattler Street is currently paved, but not fully improved to City standards. In order to mitigate the impact from this development, the applicant is proposing to construct half-street improvements, per the City standard for a neighborhood route. The project includes an internal public street that will connect to the public street constructed with the Phase I improvements. The north-south portion of the street is proposed to be named SW 94th Avenue and the east-west portion is proposed to be called Home Street. The proposed curb-to-curb width is 28 feet, which requires a ROW width of 50 feet. The applicant's plans indicate that these design standards have been met. A 28 foot wide street requires a parking limitation to one side only. The applicant's construction plans shall show that they will install No Parking This Side of Street" signs along one side of the internal streets. Future Street Plan and Extension of Streets: Section 18.810.030.F states that a future street plan shall be filed which shows the pattern of existing and proposed future streets from the boundaries of the proposed land division. This section also states that where it is necessary to give access or permit a satisfactory future division of adjoining land, streets shall be extended to the boundary lines of the tract to be developed and a barricade shall be constructed at the end of the street. These street stubs to adjoining properties are not considered to be cul-de-sacs since they are intended to continue as through streets at such time as the adjoining property is developed. A barricade shall be constructed at the end of the street by the property owners which shall not be removed until authorized by the City Engineer, the cost of which shall be included in the street construction cost. Temporary hammerhead turnouts or temporary cul-de- sac bulbs shall be constructed for stub streets in excess of 150 feet in length. NOTICE OF DECISION PAGE 18 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION The applicant's plan indicates that the proposed internal street will connect to the street constructed with their Phase I development. A future street plan was submitted with the Phase I application package and staff concurred with the plan. Street Alignment and Connections: Section 18.810.030.H.1 states that full street connections with spacing of no more than 530 feet between connections is required except where prevented by barriers such as topography, railroads, freeways, pre-existing developments, lease provisions, easements, covenants or other restrictions existing prior to May 1, 1995 which preclude street connections. A full street connection may also be exempted due to a regulated water feature if regulations would not permit construction. Section 18.810.030.H.2 states that all local, neighborhood routes and collector streets which abut a development site shall be extended within the site to provide through circulation when not precluded by environmental or topographical constraints, existing development patterns or strict adherence to other standards in this code. A street connection or extension is precluded when it is not possible to redesign, or reconfigure the street pattern to provide required extensions. Land is considered topographically constrained if the slope is greater than 15% for a distance of 250 feet or more. In the case of environmental or topographical constraints, the mere presence of a constraint is not sufficient to show that a street connection is not possible. The applicant must show why the constraint precludes some reasonable street connection. Staff notes that Templeton Elementary School is located on the north boundary of the subject site. The applicant has not proposed a street extension to this site. Staff finds that the existing development pattern of the school grounds make it illogical to extend a full street connection to the northern boundary. However, a pedestrian connection to the site is reasonable to provide direct alternate routes for school attendees, and reduce excess pedestrian travel on SW Sattler Street. This was required to be implemented as part of Kessler Estates No. 1. If Kessler No. 1 is not built prior to recording the plat for Kessler No. 2, then this walkway connection may need to be accommodated on the subject parcel, between lots 19 and 20, aligning roughly with the north-south axis of the proposed internal public street to facilitate monitoring the area from SW Sattler. Grades and Curves: Section 18.810.030.M states that grades shall not exceed ten percent on arterials, 12% on collector streets, or 12% on any other street (except that local or residential access streets may have segments with grades up to 15% for distances of no greater than 250 feet), and: 1. Centerline radii of curves shall not be less than 700 feet on arterials, 500 feet on major collectors, 350 feet on minor collectors, or 100 feet on other streets; and 2. Streets intersecting with a minor collector or greater functional classification street or streets intended to be posted with a stop sign or signalization, shall provide a landing averaging five percent or less. Landings are that portion of the street within 20 feet of the edge of the intersecting street at full improvement. The proposed new streets have grades less than 5%, thereby meeting this criterion. Access to Arterials and Major Collectors: Section 18.810.030.P states that where a development abuts or is traversed by an existing or proposed arterial or major collector street the development design shall provide adequate protection for residential properties and shall separate residential access and through traffic or if separation is not feasible, the design shall minimize the traffic conflicts. The design shall include any of the following: • A parallel access street along the arterial or major collector; • Lots of suitable depth abutting the arterial or major collector to provide adequate buffering with frontage along another street; • Screen planting at the rear or side property line to be contained in a nonaccess reservation along the arterial or major collector; or • Other treatment suitable to meet the objectives of this subsection; NOTICE OF DECISION PAGE 19 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION • If a lot has access to two streets with different classifications, primary access should be from the lower classification street. SW Sattler Street is classified in the City's Transportation System Plan as a Neighborhood Route. Nevertheless, traffic conflicts are minimized since most access will be restricted to the internal street system. Private Streets: Section 18.810.030.S states that design standards for private streets shall be established by the City Engineer. The City shall require legal assurances for the continued maintenance of private streets, such as a recorded maintenance agreement. Private streets serving more than six dwelling units are permitted only within planned developments, mobile home parks, and multi-family residential developments. There are no proposed private streets in this development; therefore this standard does not apply. FINDING: The provisions for streets have not been fully ensured. CONDITION:The applicant shall ensure that either a minimum 4-foot-wide concrete walkway is provided to the school site to the north as part of the approval for Kessler Phase No. 1 or alternately that such a walkway is provided for in Phase No. 2. If part of Phase No. 2. This walkway connection shall be located generally between lots 19 and 20, aligning roughly with the north-south axis of the proposed internal public street Block Designs - Section 18.810.040.A states that the length, width and shape of blocks shall be designed with due regard to providing adequate building sites for the use contemplated, consideration of needs for convenient access, circulation, control and safety of street traffic and recognition of limitations and opportunities of topography. Block Sizes: Section 18.810.040.B.1 states that the perimeter of blocks formed by streets shall not exceed 2,000 feet measured along the right-of-way line except: • Where street location is precluded by natural topography, wetlands or other bodies of water or, pre-existing development or; • For blocks adjacent to arterial streets, limited access highways, major collectors or railroads. • For non-residential blocks in which internal public circulation provides equivalent access. The block formed by SW Sattler and the new proposed internal street will measure 1 ,300 feet, in compliance with this requirement. Therefore, this standard has been satisfied. Section 18.810.040.B.2 states that bicycle and pedestrian connections on public easements or right-of-ways shall be provided when full street connection is not possible. Spacing between connections shall be no more than 330 feet, except where precluded by environmental or topographical constraints, existing development patterns, or strict adherence to other standards in the code. The applicant has not proposed a pedestrian connection; however, as was previously addressed, a pedestrian connection will be required to access the school site to the north. Lots - Size and Shape: Section 18.810.060(A) rohibits lot depth from being more than 2.5 times the average lot width, unless the parcel is less than 1.5 times the minimum lot size of the applicable zoning district. The minimum lot size of the R-4.5 zoning district is 7,500 square feet None of the lots is greater than 1.5 times (11,250 s.f.) the minimum lot size. Therefore, this standard is not applicable. Lot Frontage: Section 18.810.060(B) requires that lots have at least 25 feet of frontage on public or private streets, other than an alley. In the case of a land partition, 18.420.050.A.4.c applies, which requires a parcel to either have a minimum 15-foot frontage or a minimum 15-foot wide recorded access easement. In cases where the lot is for an attached single-family dwelling unit, the frontage shall be at least 15 feet. NOTICE OF DECISION PAGE 20 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION Lots 23 and 24 have insufficient frontage however, this deficiency has been previously resolved through a prior condition of approval. All other lots in the proposed development have at least 25 feet of frontage on a public street. Sidewalks: Section 18.810.070.A requires that sidewalks be constructed to meet City design standards and be located on both sides of arterial, collector and local residential streets. The applicant will be installing sidewalks with this development, thereby meeting this criterion. Sanitary Sewers: Sewers Required: Section 18.810.090.A requires that sanitary sewer be installed to serve each new development and to connect developments to existing mains in accordance with the provisions set forth in Design and Construction Standards for Sanitary and Surface Water Management (as adopted by the Unified Sewerage Agency in 1996 and including any future revisions or amendments) and the adopted policies of the comprehensive plan. Over-sizing: Section 18.810.090.0 states that proposed sewer systems shall include consideration of additional development within the area as projected by the Comprehensive Plan. There is an existing 8-inch public line in Sattler Street at the intersection with Alderbrook Drive. The Phase I development is required to extend this line to the west boundary of Tax Lot 13400. If the Phase I sewer work is not completed this extension will be required as part of this development. The applicant indicates that the public sewer in Sattler will also be extended to the west boundary of Tax Lot 13300 and easterly in the proposed ROW of 94th Avenue. Storm Drainage: General Provisions: Section 18.810.100.A states requires developers to make adequate provisions for storm water and flood water runoff. Accommodation of Upstream Drainage: Section 18.810.100.0 states that a culvert or other drainage facility shall be large enough to accommodate potential runoff from its entire upstream drainage area, whether inside or outside the development. The City Engineer shall approve the necessary size of the facility, based on the provisions of Design and Construction Standards for Sanitary and Surface Water Management (as adopted by the Unified Sewerage Agency in 2000 and including any future revisions or amendments). There are no upstream drainage ways that affect this site. Effect on Downstream Drainage: Section 18.810.100.D states that where it is anticipated by the City Engineer that the additional runoff resulting from the development will overload an existing drainage facility, the Director and Engineer shall withhold approval of the development until provisions have been made for improvement of the potential condition or until provisions have been made for storage of additional runoff caused by the development in accordance with the Design and Construction Standards for Sanitary and Surface Water Management (as adopted by the Unified Sewerage agency in 2000 and including any future revisions or amendments). In 1997, Clean Water Services (CWS) completed a basin study of Fanno Creek and adopted the Fanno Creek Watershed Management Plan. Section V of that plan includes a recommendation that local governments institute a stormwater detention/effective impervious area reduction program resulting in no net increase in storm peak flows up to the 25-year event. The City will require that all new developments resulting in an increase of impervious surfaces provide onsite detention facilities, unless the development is located adjacent to Fanno Creek. For those developments adjacent to Fanno Creek, the storm water runoff will be permitted to discharge without detention. The site slopes downward to the south east towards Sattler Street. There is an existing 12-inch storm drainage line in Sattler Street that flows east from the east property line of Phase I (Tax Lot 13400). Phase I is required to extend the line to the west property line of Tax Lot 13400. Phase II shall further NOTICE OF DECISION PAGE 21 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION extend the public line to the west property line of Tax Lot 13300, connecting to the existing 10-inch line. If Phase I storm sewer work is not completed the entire extension shall be made with this development. The applicant is proposing to provide detention using 48-inch CMP. The City does not allow CMP, but does allow smooth bore HDPE, concrete or PVC pipe. The location of the detention pipe is within the proposed 94th ROW. As part of the construction plan review process the applicant's engineer will need to coordinate with the City engineering staff with respect to manhole access and other detail design issues. Bikeways and Pedestrian Pathways: Bikeway Extension: Section 18.810.110.A states that developments adjoining proposed bikeways identified on the City's adopted pedestrian/bikeway plan shall include provisions for the future extension of such bikeways through the dedication of easements or right-of-way. Southwest Sattler Street is designated as a bike facility. Cost of Construction: Section 18.810.110.B states that development permits issued for planned unit developments, conditional use permits, subdivisions, and other developments which will principally benefit from such bikeways shall be conditioned to include the cost or construction of bikeway improvements. It would not be practical to require the developer to stripe the bike lane at this time. However, it would be appropriate for the applicant to contribute funds to the City to cover the cost of the bike lane striping. The amount of the striping would be as follows: • 232 feet of 8-inch white stripe, at $2.50/If $580.00 • 6 Mono-directional reflective markers @ $4.00/ea $24.00 • 1 Bike lane legends @ $175/ea $175.00 • 1 Directional mini-arrows @ $100/ea $100.00 $879.00 Minimum Width: Section 18.810.110.0 states that the minimum width for bikeways within the roadway is five feet per bicycle travel lane. Minimum width for two-way bikeways separated from the road is eight feet. The future bike lane will be at least 5 feet wide. Utilities: Section 18.810.120 states that all utility lines, but not limited to those required for electric, communication, lighting and cable television services and related facilities shall be placed underground, except for surface mounted transformers, surface mounted connection boxes and meter cabinets which may be placed above ground, temporary utility service facilities during construction, high capacity electric lines operating at 50,000 volts or above, and: • The developer shall make all necessary arrangements with the serving utility to provide the underground services; • The City reserves the right to approve location of all surface mounted facilities; • All underground utilities, including sanitary sewers and storm drains installed in streets by the developer, shall be constructed prior to the surfacing of the streets; and • Stubs for service connections shall be long enough to avoid disturbing the street improvements when service connections are made. NOTICE OF DECISION PAGE 22 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION Exception to Under-Grounding Requirement: Section 18.810.120.0 states that a developer shall pay a fee in-lieu of under-grounding costs when the development is proposed to take place on a street where existing utilities which are not underground will serve the development and the approval authority determines that the cost and technical difficulty of under-grounding the utilities outweighs the benefit of under-grounding in conjunction with the development. The determination shall be on a case-by-case basis. The most common, but not the only, such situation is a short frontage development for which under-grounding would result in the placement of additional poles, rather than the removal of above-ground utilities facilities. An applicant for a development which is served by utilities which are not underground and which are located across a public right-of-way from the applicant's property shall pay a fee in-lieu of under-grounding. There are existing overhead utility lines along the frontage of SW Sattler Street. If the fee in-lieu is proposed, it is equal to $ 35.00 per lineal foot of street frontage that contains the overhead lines. The frontage along this site is 232 lineal feet; therefore the fee would be $ 8,120.00. ADDITIONAL CITY AND/OR AGENCY CONCERNS WITH STREET AND UTILITY IMPROVEMENT STANDARDS: Public Water System: There is an existing public water main in SW Sattler Street. The applicant will extend an 8-inch water main within the internal street, connecting to the Phase I water line to complete the loop. If Phase I water line extension is not complete the applicant shall contact the City of Tigard Water for approval of an alternate design or complete the entire loop with the Phase II development. There are some existing water services for the existing homes that will need to be removed by City of Tigard Public Works staff. Applicant shall contact PW for scheduling of this work. Public Works will invoice the developer for the cost of this work. The fire hydrant shown on Sheet 2 of 5 shall be relocated to the NE corner of 94th/Sattler. Storm Water Quality: The City has agreed to enforce Surface Water Management (SWM) regulations established by the Unified Sewerage Agency (USA) Design and Construction Standards (adopted by Resolution and Order No. 00-7) which require the construction of on-site water quality facilities. The facilities shall be designed to remove 65 percent of the phosphorus contained in 100 percent of the storm water runoff generated from newly created impervious surfaces. In addition, a maintenance plan shall be submitted indicating the frequency and method to be used in keeping the facility maintained through the year. Prior to construction, the applicant shall submit plans and calculations for a water quality facility that will meet the intent of the CWS Design Standards. In addition, the applicant shall submit a maintenance plan for the facility that must be reviewed and approved by the City prior to construction. The applicant is proposing to install a Stormwater Management Storm Filter Vault. These facilities have been proven to achieve the phosphorous removal requirements per the CWS standards. Grading and Erosion Control: CWS Design and Construction Standards also regulate erosion control to reduce the amount of sediment and other pollutants reaching the public storm and surface water system resulting from development, construction, grading, excavating, clearing, and any other activity which accelerates erosion. Per CWS regulations, the applicant is required to submit an erosion control plan for City review and approval prior to issuance of City permits. NOTICE OF DECISION PAGE 23 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION The Federal Clean Water Act requires that a National Pollutant Discharge Elimination System (NPDES) erosion control permit be issued for any development that will disturb one or more acre of land. Since this site is over five acres, the developer will be required to obtain an NPDES permit from the City prior to construction. This permit will be issued along with the site and/or building permit. A final grading plan shall be submitted showing the existing and proposed contours. The plan shall detail the provisions for surface drainage of all lots, and show that they will be graded to insure that surface drainage is directed to the street or a public storm drainage system approved by the Engineering Department. For situations where the back portions of lots drain away from a street and toward adjacent lots, appropriate private storm drainage lines shall be provided to sufficiently contain and convey runoff from each lot. Since this site is over 1 acre in size an NPDES permit is required. Address Assignments: The City of Tigard is responsible for assigning addresses for parcels within the City of Tigard and within the Urban Service Boundary (USB). An addressing fee in the amount of$ 50.00 per address shall be assessed. This fee shall be paid to the City prior to approval of the final plat. For this project, the addressing fee will be $600.00 (12 lots and/or tracts X $50/address = $600.00). The developer will also be required to provide signage at the entrance of each shared flag lot driveway or private street that lists the addresses that are served by the given driveway or street. This will assist emergency services personnel to more easily find a particular home. Survey Requirements The applicant's final plat shall contain State Plane Coordinates [NAD 83 (91)] on two monuments with a tie to the City's global positioning system (GPS) geodetic control network (GC 22). These monuments shall be on the same line and shall be of the same precision as required for the subdivision plat boundary. Along with the coordinates, the plat shall contain the scale factor to convert ground measurements to grid measurements and the angle from north to grid north. These coordinates can be established by: • GPS tie networked to the City's GPS survey. • By random traverse using conventional surveying methods. In addition, the applicant's as-built drawings shall be tied to the GPS network. The applicant's engineer shall provide the City with an electronic file with points for each structure (manholes, catch basins, water valves, hydrants and other water system features) in the development, and their respective X and Y State Plane Coordinates, referenced to NAD 83 (91). E. - IMPACT STUDY Section 18.390.050 states that the applicant shall provide an impact study to quantify the effect of development on public facilities and services. The study shall address, at a minimum, the transportation system including bikeways, the drainage system, the parks system, the water system, the sewer system, and the noise impacts of the development. For each public facility system and type of impact, the study shall propose improvements necessary to meet City standards, and to minimize the impact of the development on the public at large, public facilities systems, and affected private property users. In situations where the Community Development Code requires the dedication of real property interests, NOTICE OF DECISION PAGE 24 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION the applicant shall either specifically concur with a requirement for public right-of-way dedication, or provide evidence that supports the conclusion that the real property dedication requirement is not roughly proportional to the projected impacts of the development. Section 18.390.050 states that when a condition of approval requires the transfer to the public of an interest in real property, the approval authority shall adopt findings which support the conclusion that the interest in real property to be transferred is roughly proportional to the impact the proposed development will have on the public. Any required street improvements to certain collector or higher volume streets and the Washington County Traffic Impact Fee (TIF) are mitigation measures that are required at the time of development. Based on a transportation impact study prepared by Mr. David Larson for the A-Boy Expansion/Dolan II/Resolution 95-61, TIF's are expected to recapture 32 percent of the traffic impact of new development on the Collector and Arterial Street system. Presently, the TIF for a detached, single-family dwelling is $2,530. The internal streets within the subdivision are needed to allow the subdivision to develop and the need for these streets is created by the subdivision. Because the need for the internal streets is created by the development, the impact of the development is directly proportional to the cost of dedication and construction of the internal streets. The applicant is proposing to dedicate approximately 9 feet of right-of-way along SW Sattler Street and to make half-street improvements. The estimated cost of half-street improvements along SW Sattler Street is $30,254 (235 feet x $125 a linear foot + $879 for bike lane improvements) and the estimated value of the 9-foot dedication is $6,345 (2,115 square feet x $3 per square foot). Upon completion of this development, the future builders of the residences will be required to pay TIF's totaling approximately $27,830 ($2,530 x 11 dwelling units). Based on the estimate that total TIF fees cover 32 percent of the impact on major street improvements citywide, a fee that would cover 100 percent of this projects traffic impact is $86,968 ($27,830 divided by .32). The difference between the TIF paid and the full impact, is considered as unmitigated impact. Since the TIF paid is $33,900, the unmitigated impact can be valued at $59,138. Given that the estimated cost of the dedication and half-street improvements is $30,254, the requirement to make these improvements is clearly proportional to the impact of the development. SECTION VII. OTHER STAFF COMMENTS The City of Tigard Forester has reviewed the proposal and offers the following comments: Street trees in planter areas that are less than 5 feet in width shall be small stature trees such as Dogwood, Serviceberry, or Redbud shall be used. The mitigation trees should not exceed two trees per lot. The City of Tigard Building Department has reviewed the proposal and has no objections to it. SECTION VIII. AGENCY COMMENTS No agency Comments were received. SECTION IX. PROCEDURE AND APPEAL INFORMATION Notice: Notice was posted at City Hall and mailed to: X The applicant and owners X Owner of record within the required distance X Affected government agencies Final Decision: NOTICE OF DECISION PAGE 25 OF 26 SUB2003-00013-KESSLER ESTATES NO.2 SUBDIVISION THIS DECISION IS FINAL ON JANUARY 16, 2004 AND EFFECTIVE ON FEBRUARY 3, 2004 UNLESS AN APPEAL IS FILED. Aeal: The Director's Decision is final on the date that it is mailed. Any party with standing as provided in Section 18.390.040.G.1 . may appeal this decision in accordance with Section 18.390.040.G.2. of the Tigard Community Development Code which provides that a written appeal together with the required fee shall be filed with the Director within ten (10) business days of the date the Notice of Decision was mailed. The appeal fee schedule and forms are available from the Planning Division of Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. Unless the applicant is the appellant, the hearing on an appeal from the Director's Decision shall be confined to the specific issues identified in the written comments submitted by the parties during the comment period. Additional evidence concerning issues properly raised in the Notice of Appeal may be submitted by any party during the appeal hearing, subject to any additional rules of procedure that may be adopted from time to time by the appellate body. THE DEADLINE FOR FILING AN APPEAL IS 5:00 PM ON FEBRUARY 2, 2004. Questions: If you have any questions, please call the City of Tigard Planning Division, Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon at (503) 639-4171. /4, , 7/7y,„___, January 16, 2004 PREPARE BY: Morgan T acy DATE Associate Planner January 16, 2004 APPROVED BY: Richard Bewersdorff DATE Planning Manager is\curpin\morgan\workspace\sub and pd\sub2003-00013 (kessler estates no.2)\sub2003-00013 draft decision.doc NOTICE OF DECISION PAGE 26 OF 26 SUB2003-00013—KESSLER ESTATES NO.2 SUBDIVISION �� K�_ CITY of TIGARD PINEg. OD GEOGRAPHIC INFORMATION SYSTEM C.../' 7- < VICINITY MAP o < z. i C 1 �_ PINEBROOK SUB2003-00013 • i \ • no ■ 111 CK ST \- /1 1 1 L E R ESTATES I I •� 7 KESS S S Sill] - \Ill° SUBDIVISION Q— ARILYN CT w ■ L 111 s j8UNj4t *LE �¢ 1111,1* I ■ARM T F� p . :,.. • ,,-.l l � DAWN \��T t \,,,,,,(4:4 CT WEST n wl.. <, _, sk...\\\1/4 \ 1_ ___, Ill , ST I i SSATTLER BATTLER r a •ilii — o SSW ' W m c- SUMMERFIE - 1 `� A� 6 N • ' ■ \ --- Q --X O0 -- • ■•RI 7 V o GRAVENSIIEN W •�V o 100 zoo 300 aao Feet.....,..... �, `' R - \ �� . p'IL.D ' O EEE !.111Trn. 1' 311 feet_, gli iv 4Ø1 �_� wBE A �! � ►l.L I,1 I III'. _ /f r ' �, j City of Tigard -� ` -__ „�� `l— S_W PI P PE N LN Information on tflis map is for general location only and I _1 4ELi � _� MIMI Tigard,OR 97223 V (503)639-4171 I 1��0 ___ _ _ _ _ —_— ----_- .. a IttlplAw.w.q.ligdrder.us Community Development Plot date:Dec 9,2003;C:lmagic1NAGIC03APR ' I \ I N 1 I I 1 I I I �v ) 1 I I I L. _ ---I � «<�N„ LESLIE CT py .�f 004�'^\ N a 5 1* n / I II ,s /a✓7 ^ tt[onnao H°J' I i s I n rn.er_rr+• s: ft r I' �1—_— .;x s, I I n DARMEL CT t— „I '. , ',, I 1 r. , '[�° s u[or[, r ese ii ”' HOME ST ::-.:,..',;: ;----4-,;' —,' )111' r I I .; 'o f, I DAWN CT Q 0,0, �Yd ,s,. .,f � --- W T^,F zs I I I I ' Y' t! / rI ±1Fj : :— o I I MR" " 1I ;,, t ,} II(O! ' / ' l ' .: BATTLER ST - Ufa _":--7--': - EE it r i- —7--^ - --- -'-- 1�t. +s. sc Yom`. -r�lrrr- �-r- ` I �� ..� I a9 .�i I .,, II I 4 I I I rl�[0 I I o" I ,,, I ul I I MC I I I I sr I— ---- -t --- ,� 16"d I----r1T---H .vs I I I VI 1 1 i ————J W 1 s.., 1 I a[ I .[0 1 J 1 as I I 1 I r .a I o YE---T -- - -7 W ---z SUMMERFIE'-- I 1 I r------1 z r— LD CT o I I � 1, 01 I I -- m a bin W = CO m 0 171. oc cc ■I 0% W W Q G C J J a a CRY D‘ p CITY OF TIGARD T ______ SUB2003-00013 nom SITE PLAN N KESSLER ESTATES II SUBDIVISION (Map is not to scale) EXHIBIT.. Kenneth R & Sheila Began SUB2003-00013 9495 SW Sattler KESSLER ESTATES II SUBDIVISION Tigard, OR 97224 Julius B Kessler, Trustee 9425 SW Sattler Street "NOTICE OF DIRECTOR'S DECISION" Tigard, OR 97224 Beacon Homes Northwest, Inc. Attn: Peter Kusyk PO Box 407 Wilsonville, OR 97070 AFFIDAVIT OF MAILING MAILING Ali-'411 CITY OF TIGARD Community(Development Shaping AA Better Community I, Patricia L. Lunfonf, being first duly sworn/affirm, on oath depose and say that I am a Senior Administrative Specialist for the City of'Iigard Washington County, Oregon and that I served the following: _ _cka;:;),[r,leBoz Belo... E3 NOTICE OF DECISION FOR: SUB2003-000 13/KESSLER ESTATES NO. 2 SUBDIVISION ❑ AMENDED NOTICE (File No./Name Reference) ® City of Tigard Planning Director A copy of the said notice being hereto attached, marked Exhibit"A", and by reference made a part hereof, was mailed to each named person(s) at the address(s) shown on the attached list(s), marked Exhibit"B", and by reference made a part hereof, on January 16,2004, and deposited in the United States Mail on January 16,2004, postage prepaid. (Person t at ' epared Notice) 'i STATE OAF OV9ON ) County of Washington )ss. City of Tigard ) me on the �7 day of , 2007 Subscribed and sworn/affil ed before y � � _ - -`.- .AL / "1'' 1: . J BENGTSON 1 Y'/ NOTARY PUBLIC-OREGON / COMMISSION NO.368086 ' (1 MY COMMISSION EXPIRES APR.27,2007 I `�`�`�`~~~�~~.~��`1� NOTARY PUBLI �F OREGON My Commission Expires: La'7 0 7 EXHIBIT ;\ NOTICE OF TYPE II DECISION SUBDIVISION (SUB) 2003-00013 As- CITY Of TIGARD Community Development KESSLER ESTATES NO. 2 SUBDIVISION Shaping A(Better Community 120 DAYS = 4/06/2004 SECTION I. APPLICATION SUMMARY FILE NAME: KESSLER ESTATES NO. 2 SUBDIVISION CASE NO.: Subdivision (SUB) SUB2003-00013 REQUEST: A request for Subdivision approval to create 11, single-family lots ranging in size between 6,732 and 9,037 square feet on an approximately 2.52 acre site. OWNER: Julius B. Kessler, Trustee APPLICANT: Beacon Homes Northwest 9425 SW Sattler Attn: Peter Kusyk Tigard, OR 97224 PO Box 407 Wilsonville, OR 97070 OWNER: Kenneth & Sheila Began 9495 SW Sattler Tigard, OR 97224 COMP. PLAN DESIGNATION: Low-Density Residential. ZONE: R-4.5; The R-4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses are also permitted conditionally. LOCATION: 9425 SW Sattler Street; WCTM 2S111 DB, Tax Lot 13300, and 9495 SW Sattler Street, WCTM 2S111 DB, Tax Lot 13100. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.390 (Decision Making Procedures); 18.430 (Subdivision); 18.510 (Residential Zoning Districts); 18.705 (Access, Egress and Circulation); 18.715 (Density Computation); 18.745 (Landscaping and Screening); 18.765 (Off-Street Parking); 18.790 (Tree Removal); 18.795 (Visual Clearance Areas); and 18.810 (Street and Utility Improvement Standards). SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request. The findings and conclusions on which the decision is based are noted in the full decision, available at City Hall. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS ., FROM THE EFFECTIVE DATE OF THIS DECISION. ' ` All documents and applicable criteria in the above-noted file are available for inspection at no cost or copies can be obtained for twenty-five cents (250 per page, or the current rate charged for copies at the time of the request. SECTION III. PROCEDURE AND APPEAL INFORMATION Notice: Notice mailed to: X The applicant and owners X Owner of record within the required distance X Affected government agencies Final Decision: THIS DECISION IS FINAL ON JANUARY 16, 2004 AND BECOMES EFFECTIVE ON FEBRUARY 3, 2004 UNLESS AN APPEAL IS FILED. Aeal: The Director's Decision is final on the date that it is mailed. All persons entitled to notice or who are otherwise adversely affected or aggrieved by the decision as provided in Section 18.390.040.G.1 may appeal this decision in accordance with Section 18.390.040.G.2 of the Tigard Community Development Code which provides that a written appeal together with the required fee shall be filed with the Director within ten (10) business days of the date the Notice of Decision was mailed. The appeal fee schedule and forms are available from the Planning Division of Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. Unless the applicant is the appellant, the hearing on an appeal from the Director's Decision shall be confined to the specific issues identified in the written comments submitted by the parties during the comment period. Additional evidence concerning issues properly raised in the Notice of Appeal may be submitted by any party during the appeal hearing, subject to any additional rules of procedure that may be adopted from time to time by the appellate body. I THE DEADLINE FOR FILING AN APPEAL IS 5:00 PM ON FEBRUARY 2, 2004. Questions: For further information please contact the Planning Division Staff Planner, Morgan Tracy at (503) 639-4171 , Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. T _ ■.- CITYo1 TIGARD„V I I I _ C i _> __14__. VICINITY MAP _ JI 7� INEBR i li J _ - _ - . .a .' SVB2003 00013 o S 1� �� KESSLER ESTATES II -� �` SUBDIVISION IBC 1 T =T : f II it o - �� _ ,LE E■ < _REIL , .. - ----if i--? -- - _; SAT7LER T 1 .d_ 1 J 9.s 4�is 1.......... 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I I I I I I I I SUM m ' C W M Az ca Q W Q I 41t, CITY OF TIGARD i SUB2003-00013 N KESSLER ESTATES II SUBDIVISION (Map Is not to scale) 2 11CA-01201 2S111DB-13700 EXHIBIT -4 ALD BR FARMS BLOOM KRISTAL F OW OF ALL LOTS 15015 SW DAWN CT 7223 TIGARD,OR 97224 2S111DB-12801 2S111DB-12200 ALLEN MARJORIE E TRUSTEE& BLUMENTHAL EDGAR ALLEN MARJORIE E 15255 SW 94TH AVE 9400 SW LAKESIDE DR TIGARD,OR 97224 TIGARD,OR 97224 2S111DB-12300 2S111CA-14000 ALSMAN RAMONA M TRUSTEE BODEA GHERASIM& 15265 SW 94TH AVE CARMEN A TIGARD,OR 97224 15100 SW 98TH AVE TIGARD,OR 97224 2S111CA-13900 2S111AC-04500 AMODEO RICHARD D AND WANDA M BORJA DIONISIO C& 9765 SW SATTLER ST FLORES DELIA M TIGARD,OR 97224 14885 SW HEIDI CT TIGARD,OR 97224 2S111 CA-04900 2S111 DB-06400 ANDERSON WILLIAM M JR TRUSTEE BROWN GERALD RICHARD& 9560 SW LAKESIDE DR LISA JOANNE TIGARD,OR 97223 15265 SW ALDERBROOK CT TIGARD,OR 97224 2S1 11 DB-04600 25111 AC-04000 AUGER FREDRICK V&FRANCES J BRUCE GEORGE W&VIRGINIA D 15244 SW ALDERBROOK PL 17600 NE 230TH ST TIGARD,OR 97224 BATTLE GROUND,WA 98604 2S111DB-13000 2S111 CA-11500 AVERSANO CHERYL BRYANT PATRICIA 15134 SW 96TH AVE 9589 SW LAKESIDE DR TIGARD,OR 97224 TIGARD,OR 97224 2S111 DB-13400 2S111DB-12700 BEACON HOMES NW INC BURGESS MARY B TRUSTEE PO BOX 407 9420 SW LAKESIDE DR WILSONVILLE,OR 97070 TIGARD,OR 97224 2S111DB-13100 2S111 DB-11000 BEGAN KENNETH R&SHEILA BURKLAND DORIS M TR 9495 SW SATTLER 15345 SW OAKTREE LN TIGARD. OR-97224 TIGARD,OR 97224 25111 CA-00103 2S111 DB-03700 BISSETT JANET E TRUSTEE CAMPBELL VIRGINIA L/DAVID 9449 SW LAKESIDE DR 9160 SW SUMMERFIELD CT TIGARD,OR 97224 TIGARD,OR 97224 2S111DB-11400 2S111BD-00605 CARLSON BEULAH M EARL DAVID L SR&GEORGANN M 15260 SW 94TH AVE 15025 SW 96TH AVE TIGARD,OR 97224 TIGARD,OR 97224 2S111CA-11300 2S111CA-00302 CAVAGNARO MARY ALICE TRUSTEE FAHEY MARK J 9521 SW LAKESIDE DR 9650 SW SATTLER ST TIGARD,OR 97224 TIGARD,OR 97224 2S111CA-13400 2 11CA-00200 COLLINS KELLY& FAH M J FRASER-COLLINS KAREN 9650 LER ST 9670 SW DARMEL CT ARD,OR 9 224 TIGARD,OR 97224 2S111DB-05800 2S111DB-04500 CONNER HELEN M TR FLAHERTY JOHN T& 15240 SW ALDERBROOK CT DOROTHY I TRUSTEES TIGARD,OR 97224 15266 SW ALDERBROOK PL TIGARD,OR 97224 2S111DB-05400 2S111CA-11200 CORNELL VESTA R TR FREAD JAMES R&DEBORAH J BY US BANK TRUST DEPT 9532 SW SATTLER ST PO BOX 2840 TIGARD,OR 97223 SALEM,OR 97308 2S 111 B D-00401 2S111 CA-13700 COX THOMAS W FURLOTT ELIZABETH URODNEY C COX BEVERLY J 9685 SW SATTLER ST 14860 SW 96TH TIGARD,OR 97224 TIGARD,OR 97223 2S111CA-13800 2S111DB-04000 CURTISS GORDON P& GEORGE RUTH M ASHTON JULIANNE M 9165 SW SUMMERFIELD CT 9725 SW SATTLER ST TIGARD,OR 97224 TIGARD,OR 97224 2S111DB-11800 2S111CA-12100 DANFORTH WILLIAM H& GRABOW JOHN K&VIRGINIA L DANFORTH KATHY E 9733 SW OAKS LANE 15205 SW 94TH AVE TIGARD,OR 97224 TIGARD,OR 97224 2S111DB-05900 2S111DB-12800 DARCY MARIE ANNE GRAHAM HOWARD E/EVELYN E 15220 SW ALDERBROOK CT BY LANI SAUNDERS TIGARD,OR 97224 16530 SE LADD CT MILWAUKIE,OR 97267 2S111CA-05100 2S111DB-05500 DYSON RALPH J&GLORIA R GRAN JAMES E&MARIE A 9520 SW LAKESIDE DR 15390 SW ALDERBROOK CT TIGARD,OR 97224 TIGARD,OR 97224 2S111 DB-12000 25111 BD-00601 GREENWOOD JO ANNE JOHNSON KENNETH AND 15225 SW 94TH DEBORAH TIGARD,OR 97224 9695 DARMEL COURT TIGARD,OR 97223 2S111 CA-13200 2S111 CA-13500 HAMMER LEON C&KARIN JOHNSON KURT D 9565 SW SATTLER 9640 SW DARMEL CT TIGARD,OR 97224 TIGARD,OR 97224 2S111 CA-13600 2S111 DB-05300 HANSON BRYAN LEE&HELEN TR JONES JOSEPH LYNN TRUSTEE 9645 SW SATTLER 15293 SW ALDERBROOK PL TIGARD,OR 97224 TIGARD,OR 97224 2S111 CA-00100 2S111DB-11900 HEISERMAN HAROLD H/ROBERTA TRS JONES RICHARD NEWTON JR 9457 SW LAKESIDE DR 15215 SW 94TH AVE TIGARD,OR 97224 TIGARD,OR 97224 2S111 DB-04900 2S111 D&04700 HENKELMAN NORMAN B KAUFMAN ELVIRA B 15207 SW ALDERBROOK PL 15222 SW ALDERBROOK PLACE TIGARD,OR 97224 TIGARD,OR 97224 2S111 DB-06500 2S111 DB-05200 HODGES ANNE E KEENAN LYLE T& 15285 SW ALDERBROOK CT KEENON MARY ANN TIGARD,OR 97224 15271 SW ALDERBROOK PL TIGARD,OR 97224 2S111 DB-06600 2S111 DB-13300 HOLDEN EDWARD L&JACQUELIN J KESSLER JULIUS B TRUSTEE 15295 SW ALDERBROOK CT 9425 SW SATTLER ST TIGARD,OR 97224 TIGARD,OR 97224 2S111 CA-11900 2S111 DB-11300 HOLLEN MARY JANE KLEEN HOWARD E&IVERNE TRS 9749 SW OAKS LN 15280 SW 94TH AVE TIGARD,OR 97223 TIGARD,OR 97224 2S111DB-12900 2S111DB-06300 IFORD JOHN REID& KRAMER RUSSELL R/KATHERINE R SHIRLEY 15245 SW ALDERBROOK CT 15070 SW 96TH AVE PORTLAND,OR 97224 TIGARD,OR 97224 2S111 CA-12300 2S11 1 CA-13000 JASSO JOEL S KRETZINGER MARK L AND 9708 SW OAKS LN TAKKO MARY A TIGARD,OR 97224 15136 SW 96TH AVE TIGARD,OR 97223 2S111DB-13800 2S111CA-11100 KRIBS GORDAN J AND LINDA J MATHEWS STEPHEN F/JANET C 15085 SW DAWN CT 9564 SW SATTLER ST TIGARD,OR 97224 TIGARD,OR 97224 2S111DB-05600 2S111DB-05100 KUBACK STANLEY A ETHEL L MATTHES ALBERT J JR AND 15280 SW ALDERBROOK CT MARY L TIGARD,OR 97224 15249 SW ALDERBROOK PL TIGARD,OR 97224 2S1 11 DB-06200 25111 CA-05400 LANGE CONRAD PHILLIP& MCHUGH MARY L LEOLA PEARL 9460 SW LAKESIDE DR 15225 SW ALDERBROOK CT TIGARD,OR 97224 TIGARD,OR 97224 2S1 11 AC-04200 2S1 11 CA-00104 LEWIS JAMES D/PAMELA L MCQUILKIN ROGER WARREN 14965 SW LESLIE CT 12160 SW HALLOW LN TIGARD,OR 97224 TIGARD,OR 97223 25111 DB-11700 25111 CA-00106 LINNE CARL A AND ELIANE L MILLER BEVERLY TRUST 15200 SW 94TH AVE BY BEVERLY M MILLER TR TIGARD,OR 97224 9467 SW LAKESIDE DR TIGARD,OR 97224 2S11 1 DB-04100 25111 DB-05700 LUCAS MARGARET C TRUST MOEN MYRTLE E 9135 SW SUMMERFIELD CT 15260 SW ALDERBROOK CT TIGARD,OR 97224 TIGARD,OR 97224 2S1110 8-13500 2S11108-11500 LUCAS STEPHEN G MOON MARY A&BRETT A TRS 9185 SW SATTLER ST 15240 SW 94TH AVE TIGARD,OR 97224 TIGARD,OR 97224 2S1 11 BD-00412 25111 DB-03900 LUNDSTROM RICHARD&NAILA MOORE HENRY V TR& 9700 SW MARILYN CT PAULSON-MOORE PATRICIA C TR TIGARD,OR 97224 9195 SW SUMMERFIELD CT TIGARD,OR 97224 2S111DB-11200 25111 DB-11600 LUSCHER BENJAMIN W AND MORRIS ROBERT D AND MARJORIE R BERNICE K 9385 SW LAKESIDE DR 15220 SW 94TH TIGARD,OR 97223 TIGARD,OR 97224 2 S 111 D B-13200 2 S 111 DB-12600 MARTIN TED E &SHARON L MORRISON ROY E&SUSAN 9485 SW SATTLER ST PO BOX 771 TIGARD,OR 97224 LA CENTER,WA 98629 2S111DB-05000 251110B-06000 NICHOLS DORIS L ROBERSON MILDRED D TRUSTEE 15227 SW ALDERBROOK PL BY KAREN DUDLEY TIGARD,OR 97224 3113 GLEN AYRE LN NW OLYMPIA,WA 98502 2S111BD-00409 2S111BD-00408 NICHOLSON SHANE& RODDAN DELLA L NICHOLSON BRITTA 9675 SW MARILYN COURT 14895 SW 96TH AVE TIGARD,OR 97223 TIGARD,OR 97224 2S111CA-11000 2S111BD-00403 O'NEEL ALTA M&DENNIS R RODGERS KENNETH A AND 9596 SW SATTLER ST WANDA M TIGARD,OR 97224 14900 SW 96TH TIGARD,OR 97223 2S111BD-00700 2S111CA-05300 PALMER FAMILY TRUST ROHOLT JOSEPH B BY PALMER CHARLES H TR TRUSTEE 14980 SW 96TH AVE 9480 SW LAKESIDE DRIVE TIGARD,OR 97224 TIGARD,OR 97224 2S111CA-05000 2S111CA-03300 PEACOCK WILLIS E&ROBERTA R ROMANS JOHN AND ELEANOR 15532 SW PACIFIC HWY 9635 SW LAKESIDE DRIVE SUITE C1-B#413 TIGARD,OR 97224 TIGARD,OR 97224 2S111AC-04100 2S111CA-05600 PECK JANE ANN ROOKSTOOL GEORGE L AND 14975 SW LESLIE CT HELEN B TIGARD,OR 97224 9440 SW LAKESIDE DRIVE TIGARD,OR 97224 2S111CA-05500 2S111CA-12200 PHELPS KEITH D/PHYLLIS E RYAN PATRICIA L 9450 SW LAKESIDE DR 9717 SW OAKS LN TIGARD,OR 97223 TIGARD,OR 97224 2S111BD-00407 111AC-0 1 POEHLER EDWARD CARL SC DISTRICT NO.23 MYRTLE J 14940 SW 96TH AVE TIGARD,OR 97223 2S111DB-06100 2S111DB-13900 REQUA DOROTHY F SLOOP MICHAEL R 15205 SW ALDERBROOK CT 20565 FERNVIEW RD TIGARD,OR 97224 WEST LINN,OR 97068 2S1 11 BD-00410 2S111DB-12100 RICKER DEWEY E JR AND SMITS DORIS G SHERYL ANN 15235 SW 94TH AVE 9670 SW MARILYN COURT TIGARD,OR 97224 TIGARD,OR 97223 2S111CA-13100 2S111DB-12500 SOUTHARD NOEL D&TERESA M THOMPSON CAMILLE 15168 SW 96TH AVE 15285 SW 94TH AVE TIGARD,OR 97224 TIGARD,OR 97224 2S111CA-11400 2S111CA-00102 STONE DENNIS L TICHENOR ELDON A&SHARON 2 60TH PL 9471 SW LAKESIDE DR LONG BEACH,CA 90803 TIGARD,OR 97224 2S111BD-00600 111AC-065 STONE GEORGE L JR HELEN TIG TY OF 9665 SW DARMEL COURT 131 ALL TIGARD,OR 97224 TI ARD,OR 7223 2S111DB-04300 2S111DB-12400 STREJC JUDY A& VANKLEEK JAMES A&LANORE J LIANG TANYA L 15275 SW 94TH AVE 15292 SW ALDERBROOK PL TIGARD,OR 97224 TIGARD,OR 97224 2 11 DB-11 0 25111 BD-00800 SUM IELD NO 10 VERGARA JOSE& O RS ALL LOTS REYNOSO GREGORIO 0 15030 SW 96TH AVE TIGARD,OR 97224 2 111 DB-06 25111 CA-12000 SU IELD NO 7 VONWASMUTH KURT R&LISA K OW OF ALL LOTS 9741 SW OAKS LN 0 TIGARD,OR 97224 2S111DB-03800 2S111CA-00105 SWANK BEN I AND HELEN A WAARVICK TILVEN M&PATRICIA 9190 SW SUMMERFIELD CT FAMILY TRUST TIGARD,OR 97224 9463 SW LAKESIDE DR TIGARD,OR 97224 2S111CA-00101 2S111AC-03900 SYNOGROUND DARL L WALKER CHARLES A JR AND PO BOX 529 LINDA C LAKE OSWEGO,OR 97034 14995 SW LESLIE COURT TIGARD,OR 97223 2S1 11 DB-04800 25111 CA-12900 TAYLOR C JAMES&CLARICE L WASHINGTON COUNTY 15202 SW ALDERBROOK PL 155 N 1ST AVE TIGARD,OR 97224 HILLSBORO,OR 97124 2S111AC-04600 2S111CA-05200 TEIGEN CHAD A& NATALIE A WEBBER FRANCES M 14875 SW HEIDI CT 9500 SW LAKESIDE DR TIGARD,OR 97224 TIGARD,OR 97223 2S111CA-13300 WILCOX DALE G&NANCY A TRS 9700 SW DARMEL CT TIGARD,OR 97224 2S111DB-03200 WINKLE ORVILLE B&CAROL T 15345 SW ALDERBROOK DR TIGARD,OR 97224 2S111DB-04400 WRAY CHARLES H&JUANITA N 15288 SW ALDERBROOK PL TIGARD,OR 97224 2S111BD-00411 ZENZANO NELSON& KIMBERLY 14965 SW 96TH AVE TIGARD,OR 97224 Jack Biethan 11023 SW Summerfield Drive, #4 Tigard, OR 97224 Kristen Miller 8940 SW Edgewood Street Tigard, OR 97223 Paul Owen 10335 SW Highland Drive Tigard, OR 97224 Tim Esau PO Box 230695 Tigard, OR 97281 Nathan and Ann Murdock PO Box 231265 Tigard, OR 97281 Ross Sundberg 16382 SW 104th Avenue Tigard, OR 97224 Brian Wegener 9830 SW Kimberly Drive Tigard, OR 97224 J. Dyar 10430 SW Century Oak Drive Tigard, OR 97224 Rex Caffall 13205 SW Village Glenn Tigard, OR 97223 Josh Thomas 10395 SW Bonanza Tigard, OR 97224 CITY OF TIGARD - SOUTH CIT SUBCOMMITTEE (pg. I of I) (i:\curpin\setupllabels\CIT South.doc) UPDATED: June 18, 2003 J J PINEB CITY of TIGARD ST - GEOGRAPHIC INFORMATION SYSTEM 1 _'— 1111 — \ , NOTIFIED 1 ` (500') ■ ' QCK ST__ I �` ■ 1111— �mmNNn{ \ psrn1111a9c ``,�1 , , asm11an409 7Sn1AC17911 1111__. ``` mnlele4n tS11AC•1,1 -41 MARILYN CT //1 FOR: SUB2003-00013 251111 11911467 Updated Mailing List• mllfa hrt 7511111 0 00410 7SIII1n0411 • \� I "` ,,,LE E . >� E' RE: 2S I I I DB; 13300, 13100 .--.,__Tisi Mill '. *mew mn1NN11 2311-11110 6605 > CT — _ ,Sn 'N 1 H 1- Li]mluuu9l ` 1111 �- m1N1tlN1 /nominee DARPr1EL CTS — 1111 — m1111111N - j TI estui ms ,� 1Enm117f01 ISIIICAA]91 nmCAI Sfl •-•.-1 -- _ S:4 im1nA11n0. 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Q City of Tigard i 0_ — I MI- f D- j Information on this map is for general location only and it* --t should be verified with the Development Services Division. #4140p t� i 13125 SW Hall Blvd 1 CO _ - � m Tigard,OR 97223 } (503)6394171 tom- \ _ http://vmvwci.tigard.or.uS r 11.11 �' - \ • —!�-- - Community Development Plot date:Dec 10,2003;C:lmagic MAGIC03.APR 2 11 CA-01201 2S111DB-13700 ALD BR FARMS BLOOM KRISTAL F OW OF ALL LOTS 15015 SW DAWN CT 7223 TIGARD,OR 97224 2 S 111 D B-12801 25111 D B-12200 ALLEN MARJORIE E TRUSTEE& BLUMENTHAL EDGAR ALLEN MARJORIE E 15255 SW 94TH AVE 9400 SW LAKESIDE DR TIGARD,OR 97224 TIGARD,OR 97224 2S111DB-12300 2S111CA-14000 ALSMAN RAMONA M TRUSTEE BODEA GHERASIM& 15265 SW 94TH AVE CARMEN A TIGARD,OR 97224 15100 SW 98TH AVE TIGARD,OR 97224 2S111CA-13900 2S111AC-04500 AMODEO RICHARD D AND WANDA M BORJA DIONISIO C& 9765 SW SATTLER ST FLORES DELIA M TIGARD,OR 97224 14885 SW HEIDI CT TIGARD,OR 97224 2S111CA-04900 2S111DB-06400 ANDERSON WILLIAM M JR TRUSTEE BROWN GERALD RICHARD& 9560 SW LAKESIDE DR LISA JOANNE TIGARD,OR 97223 15265 SW ALDERBROOK CT TIGARD,OR 97224 2S111DB-04600 2S111AC-04000 AUGER FREDRICK V&FRANCES J BRUCE GEORGE W&VIRGINIA D 15244 SW ALDERBROOK PL 17600 NE 230TH ST TIGARD,OR 97224 BATTLE GROUND,WA 98604 2S111DB-13000 2S111CA-11500 AVERSANO CHERYL BRYANT PATRICIA 15134 SW 96TH AVE 9589 SW LAKESIDE DR TIGARD,OR 97224 TIGARD,OR 97224 2S111DB-13400 2S111DB-12700 BEACON HOMES NW INC BURGESS MARY B TRUSTEE PO BOX 407 9420 SW LAKESIDE DR WILSONVILLE,OR 97070 TIGARD,OR 97224 2S111DB-13100 2S111DB-11000 BEGAN KENNETH R&SHEILA BURKLAND DORIS M TR 9495 SW SATTLER 15345 SW OAKTREE LN TIGARD. OR 97224 TIGARD,OR 97224 25111CA-00103 2S111DB-03700 BISSETT JANET E TRUSTEE CAMPBELL VIRGINIA UDAVID 9449 SW LAKESIDE DR 9160 SW SUMMERFIELD CT TIGARD,OR 97224 TIGARD,OR 97224 • 25111DB-11400 2S111BD-00605 CARLSON BEULAH M EARL DAVID L SR&GEORGANN M 15260 SW 94TH AVE 15025 SW 96TH AVE TIGARD, OR 97224 TIGARD,OR 97224 2S111CA-11300 2S111CA-00302 CAVAGNARO MARY ALICE TRUSTEE FAHEY MARK J 9521 SW LAKESIDE DR 9650 SW SATTLER ST TIGARD, OR 97224 TIGARD,OR 97224 2511 1 CA-13400 2 11 CA-00200 COLLINS KELLY& FAH M J FRASER-COLLINS KAREN 9650 TILER ST 9670 SW DARMEL CT ARD,OR 9 224 TIGARD, OR 97224 25111 DB-05800 2S111 DB-04500 CONNER HELEN M TR FLAHERTY JOHN T& 15240 SW ALDERBROOK CT DOROTHY I TRUSTEES TIGARD, OR 97224 15266 SW ALDERBROOK PL TIGARD,OR 97224 2S111DB-05400 2S111CA-11200 CORNELL VESTA R TR FREAD JAMES R&DEBORAH J BY US BANK TRUST DEPT 9532 SW SATTLER ST PO BOX 2840 TIGARD,OR 97223 SALEM, OR 97308 2S111BD-00401 2S111CA-13700 COX THOMAS W FURLOTT ELIZABETH LJRODNEY C COX BEVERLY J 9685 SW SATTLER ST 14860 SW 96TH TIGARD,OR 97224 TIGARD, OR 97223 2S111CA-13800 2S111DB-04000 CURTISS GORDON P& GEORGE RUTH M ASHTON JULIANNE M 9165 SW SUMMERFIELD CT 9725 SW SATTLER ST TIGARD,OR 97224 TIGARD, OR 97224 2S111DB-11800 2S111CA-12100 DANFORTH WILLIAM H& GRABOW JOHN K&VIRGINIA L DANFORTH KATHY E 9733 SW OAKS LANE 15205 SW 94TH AVE TIGARD,OR 97224 TIGARD,OR 97224 2S111DB-05900 2S111DB-12800 DARCY MARIE ANNE GRAHAM HOWARD E/EVELYN E 15220 SW ALDERBROOK CT BY LANI SAUNDERS TIGARD, OR 97224 16530 SE LADD CT MILWAUKIE,OR 97267 2S 1 11 CA-05100 2511 1 DB-05500 DYSON RALPH J &GLORIA R GRAN JAMES E&MARIE A 9520 SW LAKESIDE DR 15390 SW ALDERBROOK CT TIGARD, OR 97224 TIGARD,OR 97224 • 2S111DB-12000 2S111BD-00601 GREENWOOD JO ANNE JOHNSON KENNETH AND 15225 SW 94TH DEBORAH TIGARD OR 97224 9695 DARMEL COURT TIGARD,OR 97223 2S111CA-13200 2S111CA-13500 HAMMER LEON C&KARIN JOHNSON KURT D 9565 SW SATTLER 9640 SW DARMEL CT TIGARD, OR 97224 TIGARD,OR 97224 2S111CA-13600 2S111DB-05300 HANSON BRYAN LEE & HELEN TR JONES JOSEPH LYNN TRUSTEE 9645 SW SATTLER 15293 SW ALDERBROOK PL TIGARD, OR 97224 TIGARD,OR 97224 2 S 111 CA-00100 2 S 111 D B-11900 HEISERMAN HAROLD H/ROBERTA TRS JONES RICHARD NEWTON JR 9457 SW LAKESIDE DR 15215 SW 94TH AVE TIGARD, OR 97224 TIGARD,OR 97224 2S111DB-04900 2S111DB-04700 HENKELMAN NORMAN B KAUFMAN ELVIRA B 15207 SW ALDERBROOK PL 15222 SW ALDERBROOK PLACE TIGARD, OR 97224 TIGARD,OR 97224 2S111DB-06500 2S111DB-05200 HODGES ANNE E KEENAN LYLE T& 15285 SW ALDERBROOK CT KEENON MARY ANN TIGARD, OR 97224 15271 SW ALDERBROOK PL TIGARD,OR 97224 2 S 1 11 D B-06600 2 S 111 D B-13300 HOLDEN EDWARD L&JACQUELIN J KESSLER JULIUS B TRUSTEE 15295 SW ALDERBROOK CT 9425 SW SATTLER ST TIGARD, OR 97224 TIGARD,OR 97224 25111CA-11900 2S111DB-11300 HOLLEN MARY JANE KLEEN HOWARD E&IVERNE TRS 9749 SW OAKS LN 15280 SW 94TH AVE TIGARD, OR 97223 TIGARD,OR 97224 2S111DB-12900 2S111DB-06300 (FORD JOHN REID& KRAMER RUSSELL R/KATHERINE R SHIRLEY 15245 SW ALDERBROOK CT 15070 SW 96TH AVE PORTLAND, OR 97224 TIGARD, OR 97224 2S111CA-12300 2S111CA-13000 JASSO JOEL S KRETZINGER MARK L AND 9708 SW OAKS LN TAKKO MARY A TIGARD, OR 97224 15136 SW 96TH AVE TIGARD,OR 97223 2S 111 DB-13800 25111 CA-11100 KRIBS GORDAN J AND LINDA J MATHEWS STEPHEN F/JANET C 15085 SW DAWN CT 9564 SW SATTLER ST TIGARD, OR 97224 TIGARD,OR 97224 2S111DB-05600 2511 1 DB-05100 KUBACK STANLEY A ETHEL L MATTHES ALBERT J JR AND 15280 SW ALDERBROOK CT MARY L TIGARD, OR 97224 15249 SW ALDERBROOK PL TIGARD,OR 97224 2S111DB-06200 2S111CA-05400 LANGE CONRAD PHILLIP& MCHUGH MARY L LEOLA PEARL 9460 SW LAKESIDE DR 15225 SW ALDERBROOK CT TIGARD,OR 97224 TIGARD, OR 97224 2S111AC-04200 2S111CA-00104 LEWIS JAMES D/PAMELA L MCQUILKIN ROGER WARREN 14965 SW LESLIE CT 12160 SW HALLOW LN TIGARD, OR 97224 TIGARD,OR 97223 2S111DB-11700 2S111CA-00106 LINNE CARL A AND ELIANE L MILLER BEVERLY TRUST 15200 SW 94TH AVE BY BEVERLY M MILLER TR TIGARD, OR 97224 9467 SW LAKESIDE DR TIGARD,OR 97224 2S111DB-04100 2S111D0-05700 LUCAS MARGARET C TRUST MOEN MYRTLE E 9135 SW SUMMERFIELD CT 15260 SW ALDERBROOK CT TIGARD, OR 97224 TIGARD,OR 97224 2S111DB-13500 2S111DB-11500 LUCAS STEPHEN G MOON MARY A&BRETT A TRS 9185 SW SATTLER ST 15240 SW 94TH AVE TIGARD, OR 97224 TIGARD,OR 97224 2S111BD-00412 2S111DB-03900 LUNDSTROM RICHARD&NAILA MOORE HENRY V TR& 9700 SW MARILYN CT PAULSON-MOORE PATRICIA C TR TIGARD, OR 97224 9195 SW SUMMERFIELD CT TIGARD,OR 97224 2S111DB-11200 2S111DB-11600 LUSCHER BENJAMIN W AND MORRIS ROBERT D AND MARJORIE R BERNICE K 9385 SW LAKESIDE DR 15220 SW 94TH TIGARD, OR 97223 TIGARD,OR 97224 2S111DB-13200 2S111DB-12600 MARTIN TED E &SHARON L MORRISON ROY E&SUSAN 9485 SW SATTLER ST PO BOX 771 TIGARD,OR 97224 LA CENTER,WA 98629 • 2S111DB-05000 2S111DB-06000 NICHOLS DORIS L ROBERSON MILDRED D TRUSTEE 15227 SW ALDERBROOK PL BY KAREN DUDLEY TIGARD,OR 97224 3113 GLEN AYRE LN NW OLYMPIA,WA 98502 2S111BD-00409 2S111BD-00406 NICHOLSON SHANE& RODDAN DELLA L NICHOLSON BRITTA 9675 SW MARILYN COURT 14895 SW 96TH AVE TIGARD,OR 97223 TIGARD, OR 97224 2 S 111 CA-1 1000 2 S 111 B D-00403 O'NEEL ALTA M& DENNIS R RODGERS KENNETH A AND 9596 SW SATTLER ST WANDA M TIGARD, OR 97224 14900 SW 96TH TIGARD,OR 97223 2S111BD-00700 2S111CA-05300 PALMER FAMILY TRUST ROHOLT JOSEPH B BY PALMER CHARLES H TR TRUSTEE 14980 SW 96TH AVE 9480 SW LAKESIDE DRIVE TIGARD, OR 97224 TIGARD,OR 97224 2S111CA-05000 2S111CA-03300 PEACOCK WILLIS E& ROBERTA R ROMANS JOHN AND ELEANOR 15532 SW PACIFIC HWY 9635 SW LAKESIDE DRIVE SUITE C1-B#413 TIGARD,OR 97224 TIGARD, OR 97224 25111AC-04100 2S111CA-05600 PECK JANE ANN ROOKSTOOL GEORGE L AND 14975 SW LESLIE CT HELEN B TIGARD, OR 97224 9440 SW LAKESIDE DRIVE TIGARD,OR 97224 2S1 1 1 CA-05500 25111 CA-12200 PHELPS KEITH D/PHYLLIS E RYAN PATRICIA L 9450 SW LAKESIDE DR 9717 SW OAKS LN TIGARD, OR 97223 TIGARD,OR 97224 2S111BD-00407 111AC-0 01 POEHLER EDWARD CARL SC DISTRICT NO.23 MYRTLE J 14940 SW 96TH AVE TIGARD, OR 97223 2511 1 DB-06100 2511 1 DB-13900 REQUA DOROTHY F SLOOP MICHAEL R 15205 SW ALDERBROOK CT 20565 FERNVIEW RD TIGARD, OR 97224 WEST LINN,OR 97068 251 1 1 BD-00410 2511 1 DB-12100 RICKER DEWEY E JR AND SMITS DORIS G SHERYL ANN 15235 SW 94TH AVE 9670 SW MARILYN COURT TIGARD,OR 97224 TIGARD, OR 97223 2S111CA-13100 2S111DB-12500 SOUTHARD NOEL D&TERESA M THOMPSON CAMILLE 15168 SW 96TH AVE 15285 SW 94TH AVE TIGARD, OR 97224 TIGARD,OR 97224 2S111CA-11400 2S111CA-00102 STONE DENNIS L TICHENOR ELDON A&SHARON 2 60TH PL 9471 SW LAKESIDE DR LONG BEACH, CA 90803 TIGARD,OR 97224 2S111BD-00600 .111AC-065.1 STONE GEORGE L JR HELEN TIG••. • TY OF 9665 SW DARMEL COURT 131 '• ALL TIGARD,OR 97224 TI ARD,OR '7223 2S111 DB-04300 2S111 DB-12400 STREJC JUDY A& VANKLEEK JAMES A&LANORE J LIANG TANYA L 15275 SW 94TH AVE 15292 SW ALDERBROOK PL TIGARD,OR 97224 TIGARD, OR 97224 2 11 DB-11 0 2S111 BD-00800 SUM IELD NO 10 VERGARA JOSE& O RS ALL LOTS REYNOSO GREGORIO 0 15030 SW 96TH AVE TIGARD,OR 97224 2 1 11 00-06 25111 CA-12000 SU IELD NO 7 VONWASMUTH KURT R&LISA K OW OF ALL LOTS 9741 SW OAKS LN 0 TIGARD,OR 97224 25111 DB-03800 2S111 CA-00105 SWANK BEN I AND HELEN A WAARVICK TILVEN M& PATRICIA 9190 SW SUMMERFIELD CT FAMILY TRUST TIGARD, OR 97224 9463 SW LAKESIDE DR TIGARD,OR 97224 23111CA-00101 2S111AC-03900 SYNOGROUND DARL L WALKER CHARLES A JR AND PO BOX 529 LINDA C LAKE OSWEGO, OR 97034 14995 SW LESLIE COURT TIGARD,OR 97223 2S111DB-04800 2S111CA-12900 TAYLOR C JAMES&CLARICE L WASHINGTON COUNTY 15202 SW ALDERBROOK PL 155 N 1ST AVE TIGARD,OR 97224 HILLSBORO,OR 97124 2S111AC-04600 2S111CA-05200 TEIGEN CHAD A&NATALIE A WEBBER FRANCES M 14875 SW HEIDI CT 9500 SW LAKESIDE DR TIGARD, OR 97224 TIGARD,OR 97223 2S111CA-13300 WILCOX DALE G&NANCY A TRS 9700 SW DARMEL CT TIGARD,OR 97224 2S1 11 DB-03200 WINKLE ORVILLE B&CAROL T 15345 SW ALDERBROOK DR TIGARD,OR 97224 2S111DB-04400 WRAY CHARLES H&JUANITA N 15288 SW ALDERBROOK PL TIGARD,OR 97224 25111 BD-00411 ZENZANO NELSON& KIMBERLY 14965 SW 96TH AVE TIGARD,OR 97224 Jack Biethan 11023 SW Summerfield Drive, #4 Tigard, OR 97224 Kristen Miller 8940 SW Edgewood Street Tigard, OR 97223 Paul Owen 10335 SW Highland Drive Tigard, OR 97224 Tim Esau PO Box 230695 Tigard, OR 97281 Nathan and Ann Murdock PO Box 231265 Tigard, OR 97281 Ross Sundberg 16382 SW 104th Avenue Tigard, OR 97224 Brian Wegener 9830 SW Kimberly Drive Tigard, OR 97224 J. Dyar 10430 SW Century Oak Drive Tigard, OR 97224 Rex Caffall 13205 SW Village Glenn Tigard, OR 97223 Josh Thomas 10395 SW Bonanza Tigard, OR 97224 CITY OF TIGARD - SOUTH CIT SUBCOMMITTEE (pg. I of I) (i:\curpin\setupllabels\CIT South.doc) UPDATED: June 18, 2003 CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION ,44.4i1. 13125 SW HALL BOULEVARD CITY OF TIGARD TIGARD, OREGON 97223 Community(Development Slurping A Better Community PHONE: 503-639-4111 FAX: 503-684-1291 (Attn: Patty/Planning) RøUOO .P@oTPRTY OWNER M N Property owner information is valid for 3 months from the date of your request INDICATE ALL PROJECT MAP & TAX LOT NUMBERS (i.e. 1S134AB, Tax Lot 00100) OR THE ADDRESSES FOR ALL PRO ECT PARCELS BE OW' , , le!er , _ _ INDICATE WHETHER YOU ARE REQUESTING 1, R 3 SETS OF LABELS: (NOTE: A minimum of 2 sets of labels will be provided (unless only ho ding a neighborhood meeting at this time) to place on your 2 sets of envelopes that applicants are required to submit at the time of application submittal. If a neighborhood meeting is required and you have not yet held that meeting, you can request 3 sets provided your land use application will be submitted and deemed complete by the Planning Division within 3 months from this request.) NAME OF CONTACT PERSON: PHONE: This request may be mailed, faxed or hand delivered to the City of Tigard. Please allow a 2-day minimum for processing requests. Upon completion of your request, the contact person will be called to pick up their request that will be placed in "Will Cali' by their last name, at the Community Development Reception Desk. The cost of processing your request must be paid at the time of pick up, as exact cost can not be pre-determined. PLEASE NOTE: FOR REASONS OF ACCURACY, ONLY ORIGINAL MAILING LABELS PROVIDED BY THE CITY VS. RE-TYPED MAILING LABELS WILL BE ACCEPTED. Cost Description: $11 to generate the mailing list, plus$2 per sheet for printing the list onto labels(20 addresses per sheet). Then, multiply the cost to print one set of labels by the number of sets requested. I *EXAMPLE* **COST FOR THIS REQUEST *} 4 sheets of labels x$2/sheet= $8.00 x 2 sets = $16.00 7sheet(s)of labels x$2/sheet= $ jz/x e:Z sets= _ 2 sheets of labels x$2/sheet for CIT area x 2 sets= $ 4.00 1 sheet(s)of labels x$2/sheet for CIT area=$ x sets= _ GENERATE LIST =$11.00 GENERATE LIST 1.01 TOTAL =$31.00 TOTAL %$,3(/ - viii 7 1 _., PINES-4 CITY of TIGARD GEOGRAPHIC 111111 AREA INFORMATION ST NOTIFIED • •pl, tdo WWI (500')•CKST � H ■ 11,ma tnm111111 mn.cion c , FOR: Jeff Bolton -i ,RILYN CT A' 1nn1111w1 Ma RE: 2S I I I DB; 13100, 1111041 . ninseme .-,- LE` E �/ R. 13300 -TReetk\s'i milinum giumeals 0.j an1111 ue ` H" mmnnx Eli �ARME T. =mne1u111 =name I, ■ \\\\\\�`' ti . Property owner information - 1neltt.tll '` �� " ]SI1DI11/00 DAWN Property valid for 3 months from 11111 the date printed on this map. w :�\ C WE Ti Q 1mums (1111 lM= nom si n1 ...S TTLF ST Ii LER SA — _ 11111 _, -M nnu11m1 1111MIIN1 .., Ir� ..� 111111 1 111100050hn m — `. 0151110400100 or n1un n, 1ln. $UMMERFIEL. -SW %III. mn 1p11 11n/1 1nOM11� ml 749 75 ..■_ ,� nl,mu 11;110CAIII t O 1 'meow �,Gf ~ n1 �i f,$ii � � I � � .� w n �� GRAVSTE A R rn p 'mi11a —liiiinci15010 a m111 - f 11161111 la ci vs -6 °AIM immIll NM 1011111.111/ • N a �, . SW PI' Q -- -L 0 100 200 300 400 Feet -� .•. VQ 6.11111.611 1'=303 feet Eat 4i fa DR ili:: City of Tigard . .- ' - ...I Information on this map is for general location only and '''IP'"--------------- F '.- NIE afl0uld be verified with the Development Services Division. 13125 SW Hall Blvd co . _m- ` sim Tgard.DR 9171 .�-_.�C9311 , _-_ . htip-J/www.a.tigard.orms Community Development Plot date:Aug 27,2003;C:lmagic1MAGICO3.APR 2S 11CA-01 2S111DB-13700 AL B OK FARMS BLOOM KRISTAL F OWN OF ALL LOTS 15015 SW DAWN CT 9 23 TIGARD,OR 97224 2S 111 DB-12801 2S 111 DB-12200 ALLEN MARJORIE E TRUSTEE& BLUMENTHAL EDGAR ALLEN MARJORIE E 15255 SW 94TH AVE 9400 SW LAKESIDE DR TIGARD,OR 97224 TIGARD,OR 97224 2S 111 D B-12300 2S 111 CA-14000 ALSMAN RAMONA M TRUSTEE BODEA GHERASIM& 15265 SW 94TH AVE CARMEN A TIGARD,OR 97224 15100 SW 98TH AVE TIGARD,OR 97224 2S1 11 CA-13900 2S 111 AC-04500 AMODEO RICHARD D AND WANDA M BORJA DIONISIO C& 9765 SW SATTLER ST FLORES DELIA M TIGARD,OR 97224 14885 SW HEIDI CT TIGARD,OR 97224 2S 111 CA-04900 2S111 DB-06400 ANDERSON WILLIAM M JR TRUSTEE BROWN GERALD RICHARD& 9560 SW LAKESIDE DR LISA JOANNE TIGARD,OR 97223 15265 SW ALDERBROOK CT TIGARD,OR 97224 2S1 11 DB-04600 2S1 11 AC-04000 AUGER FREDRICK V&FRANCES J BRUCE GEORGE W&VIRGINIA D 15244 SW ALDERBROOK PL 17600 NE 230TH ST TIGARD,OR 97224 BATTLE GROUND,WA 98604 2S 111 DB-13000 2S111 CA-11500 AVERSANO CHERYL BRYANT PATRICIA 15134 SW 96TH AVE 9589 SW LAKESIDE DR TIGARD,OR 97224 TIGARD,OR 97224 2S111DB-13400 2S111DB-12700 BEACON HOMES NW INC BURGESS MARY B TRUSTEE PO BOX 407 9420 SW LAKESIDE DR WILSONVILLE,OR 97070 TIGARD,OR 97224 2S111DB-13100 2S111DB-11000 BEGAN KENNETH R&SHEILA BURKLAND DORIS M TR 9495 SW SATTLER 15345 SW OAKTREE LN TIGARD,OR 97224 TIGARD,OR 97224 2S 111 CA-00103 2S 111 DB-03700 BISSETT JANET E TRUSTEE CAMPBELL VIRGINIA UDAVID 9449 SW LAKESIDE DR 9160 SW SUMMERFIELD CT TIGARD,OR 97224 TIGARD,OR 97224 • 26 111 DB-11400 26 111 BD-00605 CARLSON BEULAH M EARL DAVID L SR&GEORGANN M 15260 SW 94TH AVE 15025 SW 96TH AVE TIGARD,OR 97224 TIGARD,OR 97224 2S 111 CA-11300 2S 111 CA-00302 CAVAGNARO MARY ALICE TRUSTEE FAHEY MARK J 9521 SW LAKESIDE DR 9650 SW SATTLER ST TIGARD,OR 97224 TIGARD,OR 97224 26 111 CA-13400 2 11 CA-00200 COLLINS KELLY& FAH M J FRASER-COLLINS KAREN 9650 LER ST 9670 SW DARMEL CT ARD,OR 9 24 TIGARD,OR 97224 2S1 11 DB-05800 25111 DB-04500 CONNER HELEN M TR FLAHERTY JOHN T& 15240 SW ALDERBROOK CT DOROTHY I TRUSTEES TIGARD,OR 97224 15266 SW ALDERBROOK PL TIGARD,OR 97224 26 111 DB-05400 25111 CA-11200 CORNELL VESTA R TR FREAD JAMES R&DEBORAH J BY US BANK TRUST DEPT 9532 SW SATTLER ST PO BOX 2840 TIGARD,OR 97223 SALEM,OR 97308 2S 111 BD-00401 2S 111 CA-13700 COX THOMAS W FURLOTT ELIZABETH L/RODNEY C COX BEVERLY J 9685 SW SATTLER ST 14860 SW 96TH TIGARD,OR 97224 TIGARD,OR 97223 26 111 CA-13800 2S 111 DB-04000 CURTISS GORDON P& GEORGE RUTH M ASHTON JULIANNE M 9165 SW SUMMERFIELD CT 9725 SW SATTLER ST TIGARD,OR 97224 TIGARD,OR 97224 2S 111 DB-11800 2S 111 CA-12100 DANFORTH WILLIAM H& GRABOW JOHN K&VIRGINIA L DANFORTH KATHY E 9733 SW OAKS LANE 15205 SW 94TH AVE TIGARD,OR 97224 TIGARD,OR 97224 261 i DB-05900 26 111 DB-12800 DARCY MARIE ANNE GRAHAM HOWARD E/EVELYN E 15220 SW ALDERBROOK CT BY LANI SAUNDERS TIGARD,OR 97224 16530 SE LADD CT MILWAUKIE,OR 97267 26111CA-05100 2S111D8-05500 DYSON RALPH J&GLORIA R GRAN JAMES E&MARIE A 9520 SW LAKESIDE DR 15390 SW ALDERBROOK CT TIGARD,OR 97224 TIGARD,OR 97224 • 2S 111 DB-12000 2S 111 BD-00601 GREENWOOD JO ANNE JOHNSON KENNETH AND 15225 SW 94TH DEBORAH TIGARD,OR 97224 9695 DARMEL COURT TIGARD,OR 97223 2S 111 CA-13200 2S 111 CA-13500 HAMMER LEON C&KARIN JOHNSON KURT D 9565 SW SATTLER 9640 SW DARMEL CT TIGARD,OR 97224 TIGARD,OR 97224 2S1 11 CA-13600 2S 111 DB-05300 HANSON BRYAN LEE&HELEN TR JONES JOSEPH LYNN TRUSTEE 9645 SW SATTLER 15293 SW ALDERBROOK PL TIGARD,OR 97224 TIGARD,OR 97224 2S 111 CA-00100 2S 111 DB-11900 HEISERMAN HAROLD H/ROBERTA TRS JONES RICHARD NEWTON JR 9457 SW LAKESIDE DR 15215 SW 94TH AVE TIGARD,OR 97224 TIGARD,OR 97224 2S1 11 D B-04900 2S1 11 DB-04700 HENKELMAN NORMAN B KAUFMAN ELVIRA B 15207 SW ALDERBROOK PL 15222 SW ALDERBROOK PLACE TIGARD,OR 97224 TIGARD,OR 97224 2S1 11 D B-06500 2S1 11 DB-05200 HODGES ANNE E KEENAN LYLE T& 15285 SW ALDERBROOK CT KEENON MARY ANN TIGARD,OR 97224 15271 SW ALDERBROOK PL TIGARD,OR 97224 2S11 1 DB-06600 2S 111 DB-13300 HOLDEN EDWARD L&JACQUELIN J KESSLER JULIUS B TRUSTEE 15295 SW ALDERBROOK CT 9425 SW SATTLER ST TIGARD,OR 97224 TIGARD,OR 97224 2S 111 CA-11900 2S 111 DB-11300 HOLLEN MARY JANE KLEEN HOWARD E&IVERNE TRS 9749 SW OAKS LN 15280 SW 94TH AVE TIGARD,OR 97223 TIGARD,OR 97224 2S11 1 D B-12900 2S 111 DB-06300 IFORD JOHN REID& KRAMER RUSSELL R/KATHERINE R SHIRLEY 15245 SW ALDERBROOK CT 15070 SW 96TH AVE PORTLAND,OR 97224 TIGARD,OR 97224 2S111CA-12300 2S111CA-13000 JASSO JOEL S KRETZINGER MARK L AND 9708 SW OAKS LN TAKKO MARY A TIGARD,OR 97224 15136 SW 96TH AVE TIGARD,OR 97223 • • 2S 111 DB-13800 2S 111 CA-11100 KRIBS GORDAN J AND LINDA J MATHEWS STEPHEN F/JANET C 15085 SW DAWN CT 9564 SW SATTLER ST TIGARD,OR 97224 TIGARD,OR 97224 2S111 DB-05600 2S111 DB-05100 KUBACK STANLEY A ETHEL L MATTHES ALBERT J JR AND 15280 SW ALDERBROOK CT MARY L TIGARD,OR 97224 15249 SW ALDERBROOK PL TIGARD,OR 97224 2S1 11 DB-06200 2S11 1 CA-05400 LANGE CONRAD PHILLIP& MCHUGH MARY L LEOLA PEARL 9460 SW LAKESIDE DR 15225 SW ALDERBROOK CT TIGARD,OR 97224 TIGARD,OR 97224 2S 111 AC-04200 2S 111 CA-00104 LEWIS JAMES D/PAMELA L MCQUILKIN ROGER WARREN 14965 SW LESLIE CT 12160 SW HALLOW LN TIGARD,OR 97224 TIGARD,OR 97223 2S111 DB-11700 2S111 CA-00106 LINNE CARL A AND ELIANE L MILLER BEVERLY TRUST 15200 SW 94TH AVE BY BEVERLY M MILLER TR TIGARD,OR 97224 9467 SW LAKESIDE DR TIGARD,OR 97224 2S 111 DB-04100 2S 111 D B-05700 LUCAS MARGARET C TRUST MOEN MYRTLE E 9135 SW SUMMERFIELD CT 15260 SW ALDERBROOK CT TIGARD,OR 97224 TIGARD,OR 97224 2S111 DB-13500 2S111DB-11500 LUCAS STEPHEN G MOON MARY A&BRETT A TRS 9185 SW SATTLER ST 15240 SW 94TH AVE TIGARD,OR 97224 TIGARD,OR 97224 2S 111 BD-00412 2S 111 DB-03900 LUNDSTROM RICHARD&NAILA MOORE HENRY V TR& 9700 SW MARILYN CT PAULSON-MOORE PATRICIA C TR TIGARD,OR 97224 9195 SW SUMMERFIELD CT TIGARD,OR 97224 2S111DB-11200 2S111DB-11600 LUSCHER BENJAMIN W AND MORRIS ROBERT D AND MARJORIE R BERNICE K 9385 SW LAKESIDE DR 15220 SW 94TH TIGARD,OR 97223 TIGARD,OR 97224 25111 DB-13200 2S111DB-12600 MARTIN TED E&SHARON L MORRISON ROY E&SUSAN 9485 SW SATTLER ST PO BOX 771 TIGARD,OR 97224 LA CENTER,WA 98629 • 2S1 11 DB-05000 25111 DB-06000 NICHOLS DORIS L ROBERSON MILDRED D TRUSTEE 15227 SW ALDERBROOK PL BY KAREN DUDLEY TIGARD,OR 97224 3113 GLEN AYRE LN NW OLYMPIA,WA 98502 2S 111 BD-00409 2S1 11 BD-00406 NICHOLSON SHANE& RODDAN DELLA L NICHOLSON BRITTA 9675 SW MARILYN COURT 14895 SW 96TH AVE TIGARD,OR 97223 TIGARD,OR 97224 2S1 11 CA-11000 25111 BD-00403 O'NEEL ALTA M&DENNIS R RODGERS KENNETH A AND 9596 SW SATTLER ST WANDA M TIGARD,OR 97224 14900 SW 96TH TIGARD,OR 97223 25111 BD-00700 2S 111 CA-05300 PALMER FAMILY TRUST ROHOLT JOSEPH B BY PALMER CHARLES H TR TRUSTEE 14980 SW 96TH AVE 9480 SW LAKESIDE DRIVE TIGARD,OR 97224 TIGARD,OR 97224 2S 111 CA-05000 2S 111 CA-03300 PEACOCK WILLIS E&ROBERTA R ROMANS JOHN AND ELEANOR 15532 SW PACIFIC HWY 9635 SW LAKESIDE DRIVE SUITE C1-B#413 TIGARD,OR 97224 TIGARD,OR 97224 2S 111 AC-04100 2S 111 CA-05600 PECK JANE ANN ROOKSTOOL GEORGE L AND 14975 SW LESLIE CT HELEN B TIGARD,OR 97224 9440 SW LAKESIDE DRIVE TIGARD,OR 97224 2S 111 CA-05500 2S 111 CA-12200 PHELPS KEITH D/PHYLLIS E RYAN PATRICIA L 9450 SW LAKESIDE DR 9717 SW OAKS LN TIGARD,OR 97223 TIGARD,OR 97224 2S 111 BD-00407 2 11 AC-029 POEHLER EDWARD CARL SCH ISTRICT NO.23 MYRTLE J 14940 SW 96TH AVE TIGARD,OR 97223 2S 111 DB-06100 2S 111 DB-13900 REQUA DOROTHY F SLOOP MICHAEL R 15205 SW ALDERBROOK CT 20565 FERNVIEW RD TIGARD,OR 97224 WEST LINN,OR 97068 2S 111 BD-00410 2S 111 DB-12100 RICKER DEWEY E JR AND SMITS DORIS G SHERYL ANN 15235 SW 94TH AVE 9670 SW MARILYN COURT TIGARD,OR 97224 TIGARD,OR 97223 2S111CA-13100 2S111DB-12500 SOUTHARD NOEL D&TERESA M THOMPSON CAMILLE 15168 SW 96TH AVE 15285 SW 94TH AVE TIGARD,OR 97224 TIGARD,OR 97224 2S 111 CA-11400 2S 111 CA-00102 STONE DENNIS L TICHENOR ELDON A&SHARON 2 60TH PL 9471 SW LAKESIDE DR LONG BEACH, CA 90803 TIGARD,OR 97224 2S111BD-00600 2S1 1AC-0650 STONE GEORGE L JR HELEN TIGA OF 9665 SW DARMEL COURT 1312 LL TIGARD,OR 97224 T ARD,OR 97223 2S111DB-04300 2S111DB-12400 STREJC JUDY A& VANKLEEK JAMES A&LANORE J LIANG TANYA L 15275 SW 94TH AVE 15292 SW ALDERBROOK PL TIGARD,OR 97224 TIGARD, OR 97224 2 11 1 DB-11 0 25111 BD-00800 SU M IELD NO 10 VERGARA JOSE& OW S OF ALL LOTS REYNOSO GREGORIO 15030 SW 96TH AVE TIGARD,OR 97224 2 1 11 DB-067 0 2S 11 1 CA-12000 SU E IELD NO 7 VONWASMUTH KURT R& LISA K OW S OF ALL LOTS 9741 SW OAKS LN TIGARD,OR 97224 2S111DB-03800 2S111CA-00105 SWANK BEN I AND HELEN A WAARVICK TILVEN M&PATRICIA 9190 SW SUMMERFIELD CT FAMILY TRUST TIGARD,OR 97224 9463 SW LAKESIDE DR TIGARD,OR 97224 2S 111 CA-00101 2S 111 AC-03900 SYNOGROUND DARL L WALKER CHARLES A JR AND PO BOX 529 LINDA C LAKE OSWEGO, OR 97034 14995 SW LESLIE COURT TIGARD,OR 97223 2S1 11 DB-04800 2S111 CA-12900 TAYLOR C JAMES&CLARICE L WASHINGTON COUNTY 15202 SW ALDERBROOK PL 155 N 1ST AVE TIGARD,OR 97224 HILLSBORO,OR 97124 2S1 11 AC-04600 2S 111 CA-05200 TEIGEN CHAD A&NATALIE A WEBBER FRANCES M 14875 SW HEIDI CT 9500 SW LAKESIDE DR TIGARD,OR 97224 TIGARD,OR 97223 • 2S111CA-13300 WILCOX DALE G&NANCY A TRS 9700 SW DARMEL CT TIGARD,OR 97224 2S 111D B-03200 WINKLE ORVILLE B&CAROL T 15345 SW ALDERBROOK DR TIGARD,OR 97224 2S111 DB-04400 WRAY CHARLES H&JUANITA N 15288 SW ALDERBROOK PL TIGARD,OR 97224 2S111BD-00411 ZENZANO NELSON& KIMBERLY 14965 SW 96TH AVE TIGARD,OR 97224 Jack Biethan 11023 SW Summerfield Drive, #4 Tigard, OR 97224 Kristen Miller 8940 SW Edgewood Street Tigard, OR 97223 Paul Owen 10335 SW Highland Drive Tigard, OR 97224 Tim Esau PO Box 230695 Tigard, OR 97281 Nathan and Ann Murdock PO Box 231265 Tigard, OR 97281 Ross Sundberg 16382 SW 104th Avenue Tigard, OR 97224 Brian Wegener 9830 SW Kimberly Drive Tigard, OR 97224 J. Dyar 10430 SW Century Oak Drive Tigard, OR 97224 Rex Caffall 13205 SW Village Glenn Tigard, OR 97223 Josh Thomas 10395 SW Bonanza Tigard, OR 97224 CITY OF TIGARD - SOUTH CIT SUBCOMMITTEE (pg. I of I) (i:\curpin\setup\Iabels\CIT South.doc) UPDATED: June 18, 2003 CITY OF TIGARD 40 T . COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION C _ OF TIGARD 13125 SW HALL BOULEVARD community T I GARapment TIGARD, OREGON 97223 Shaping A Better Community PHONE: 503-639-4111 FAX: 503-684-1291 (Attn: Patty/Planning) R4E.eUEDST P@R 5'OO•F@@T PET 4ITY @'/YNR MALJ39 NJ1? Property owner information is valid for 3 months from the date of your request INDICATE ALL PROJECT MAP & TAX LOT NUMBERS (i.e. 1S134AB, Tax Lot 00100) OR THE ADDRESSES FOR ALL PROJECT PARCELS BELOW: " ;/, `- 135x= 7 Si I I10i- INDICATE WHETHER YOU ARE REQUESTING 1, 2 OR 3 SETS OF LABE S: 2 (NOTE: A minimum of 2 sets of labels will be provided (unless only holding a neighborhood meeting this time) to p ce on your 2 sets of envelopes that applicants are required to submit at the time of application submittal. La boyhood meeting is required and you have not yet held that meeting, you can request 3 sets provided your land use application will be submitted and deemed complete by the Planning Division within 3 months from this request.) MOLT\/T GM C NAME OF CONTACT PERSON: . F rOOL`Z)-•/ PHONE: 7.) .X 9 Z 2 —7 This request may be mailed, faxed or hand delivered to the City of Tigard. Please allow a 2-day minimum for processing requests. Upon completion of your request, the contact person will be called to pick up their request that will be placed in "Will Calf' by their last name, at the Community Development Reception Desk. The cost of processing your request must be paid at the time of pick up, as exact cost can not be pre-determined. PLEASE NOTE: FOR REASONS OF ACCURACY, ONLY ORIGINAL MAILING LABELS PROVIDED BY THE CITY VS. RE-TYPED MAILING LABELS WILL BE ACCEPTED. Cost Description: $11 to generate the mailing list, plus$2 per sheet for printing the list onto labels(20 addresses per sheet). Then, multiply the cost to print one set of labels by the number of sets requested. *EXAMPLE* `COST FOR THIS REQUEST 4 sheets of labels x$2/sheet= $8.00 x 2 sets = $16.00 sheet(s)of labels x$2/sheet= $ /`]fix a sets= a 2 sheets of labels x$2/sheet for CIT area x 2 sets= $ 4.00 / sheet(s) of labels x$2/sheet for CIT area= $A x / sets=— GENERATE LIST =$11.00 ),/ GENERATE LIST ='.1 .r.t. TOTAL =$31.00 f TOTAL I- CITY OF TIGARD 8/28/2003 13125 SW Hall Blvd. 8:13:56AM Tigard,Oregon 97223 1. (503) 639-4171 Receipt #: 27200300000000003861 Date: 08/28/2003 Line Items: Case No Tran Code Description Revenue Account No Amount Paid MISC Miscellaneous Fees&Charges-41.0000 @$1.0000 100-0000-451000 41.00 Line Item Total: $41.00 Payments: Method Payer User ID Acct./Check Approval No. How Received Amount P Check BEACON HOMES cac 808 In Person 41.00 Payment Total: $41.00 Page 1 of 1 cReceipt.rpt APPLICANT MATERIALS 12/04/03 09:14 FAX 503 364 1260 MULTI-TECH ENG 2002 PRE-APP.HELD BY: CITY OF TIGARD PLANNING DIVISION 41110, 13125 SW HALL BOULEVARD TIGARD, OR 97223-8189 __i j;t jlir 503.639.4171/503.684.7297 CITY OF TIGARD OREGON LAND USE PERMIT APPLICATION File# I SV 820O1-ago,3 I Other Case#i _.---- , Date E„„.- 03 By r Receipt# {Z 3ZZ9 I Date Application;Gpmpl te.)Li✓4/D3 TYPE OF PERMIT YOU ARE APPLYING FOR ❑AdjustmentNariance(I or II) ❑Minor Land Partition (II) ❑j 'Subdivision (II or HI) ❑Comprehensive Plan Amendment(IV) ❑Minor Modification (I) ❑Zone Change(III) ❑ Conditional Use(III) ❑ Planned Development(III) ❑Zone Change Annexation (IV) ❑ Historic Overlay (II or III) ❑Sensitive Lands Review(I,lI or HI) ❑Zone Ordinance Amendment(IV) 9 Home Occupation (I or II) ❑Site Development Review(II) ❑ Miscellaneous (I)- (Lot Line Adjustment/Temporary Use/Tree Removal/Director's Interpretation, etc.) LUCA I ION WHERE PROPOSED AC I IVI 1Y WILL OCCUR(Address d available) 9 3 3 5 5w 5.-1-H r Or:Je TAX MAP&TAXCO t NOS. 13iz 13 300 2S ) 1 1313 Z. S2 Acd'c .) 04. S- APPLICANT* —Re_ci.c.." tit w►cs A.1 4''\AA-s f 1 vic W41LING(D0 ADDRESS/CI IY� AI E/LIP W 117u�vV 1 C 0 . g O /0 ,I NO, 1133 �'C_� NO. • , 5c33) S-70 — 8828 _5033 (5 70 - 89 SRI `�Y ONTAC T PERSON n l ONE ' Pd4rr L f�e)�v,"T C->"1) S-7°- (a°,- - .•.• • • O!VI 7) ) '1 P ` • . Is i more .none c_4.,i F(o..,,.s Nv..1 I ( ..,c IAILIN ` DORLSS/CI IY/STA1 EJLIP I t�. f3o,� 40—.? 1�v,}s, �,), ! lc ()ye cj 1d-3 0 -IONE NO. (?_-,:3) 7o -8 -2-E3 �U 3) 5--)o-- t3W Vhen the owner and the applicant are different people, the applicant must be the purchaser of record or a lessee in )ssession with written authorization from the owner or an agent of the owner. The owners must sign this application in the )ace provided on the back of this form or submit a written authorization with this application. OPOSAL SUMMARY(Please be specitic' As,Jb,4i-vz ,�.., £ 14 k-+s wilt Bbl 5.-,.�s- S+-e....-, ol,_.,-zit w.. 'PLICATIONS WILL NOT BE ACCEPTED WITHOUT ALL OF THE REQUIRED SUBMITTAL ELEMENT AS SCRIBED IN THE"BASIC SUBMITTAL REQUIREMENTS" INFORMATION SHEET. A CITY OF TIGARD 7/24/2003 13125 SW Hall Blvd. 8:26:03AM , 0 ply ,,,, Tigard,Oregon 97223 (503) 63 9-417 1 Receipt #: 27200300000000003229 Date: 07/24/2003 Line Items: Case No Tran Code Description Revenue Account No Amount Paid SUB2003-00013 [LANDUS]APPLICATION FEE 100-0000-438000 4,230.00 SUB2003-00013 [LANDUS] SUB FINAL PLAT REV 100-0000-438000 512.00 Line Item Total: $4,742.00 Payments: Method Payer User ID Acct./Check Approval No. How Received Amount—.41 Check BEACON HOMES NW cac 00788 In Person 4,742.00 Payment Total: $4,742.00 BEACON HOMES NORTHWEST, INC. STERLING N9 00788 7125 SW HAMPTON STREET SAVINGS BANK PORTLAND, OR 97223 CHECK NO *******FOUR THOUSAND SEVEN HUNDRED FOURTY TWO DOLLARS AND NO CENTS********* DATE AMOUNT 7/10/03 $4,742 .00 PAY CITY OF TIGARD TO THE ORDER OF VOID 6 MONTHS ER ISSUE DATE 1 Page 1 of 1 cReceipt.rpt CITY OF TIGARD 12/16/2003 13125 SW Hall Blvd. 10:31:01AM A,,,,,i,„ Tig ard,Oregon 97223 ' (503) 639-4171 Receipt #: 27200300000000005398 O8 Date: 12/16/2003 Line Items: cn Case No Tran Code Description Revenue Account No Amount Paid 0 cl LANDUS Land Use Misc. -39.0000 @$1.0000 100-0000-438000 39.00 ‘§1 Line Item Total: $39.00 Payments: Method Payer User ID Acct./Check Approval No. How Received Amount Paid Check BEACON HOMES NW INC CAC 6658 In Person 39.00 Payment Total: $39.00 BEACON HOMES NORTHWEST, INC. STERLING SAVINGS BANK 6 6 5 8 � 4 4728728 NE E SANDY BLVD P.O.BOX 407 PORTLAND,OR 97213 WILSONVILLE,OR 97070 (503)287-2076 DATE: AMOUNT Y G 12/12/2003 **********$39.00 0 , PAY: EXACTLY THIRTY-NINE DOLLARS g a TO THE City of Tigard 9 Ts ORDER c OF: P VOID AFT 6 MONTHS i Ili Memo: Kessler 2 mailings THORIZED SIGNATURE I Page 1 of 1 cReceipt.rpt BEACON HOMES NORTHWEST, INC. 6658 Record#: 757 Check#: 6658 Date: 12/12/2003 Description: Kessler 2 mailings Amount: 39.00 Vendor#: 272 Payee: City of Tigard Address: Proposal / Narrcth .v2. r � /A MULTI CONSULTANTS 1155 13th Street, 5.E. I TECH Salem, Oregon 97302 ENGINEERING SERVICES, INC. (503) 363-9227 July 16, 2003 /�� C�r� Morgan Tracy - City of Tigard JO/ Fo Community Development 44/14R0 13125 SW Hall Blvd. /7c<,, G 3 Tigard, OR 97223 7, 0/I/jS. RE: Kessler Estates Phase 2 - Subdivision Application Morgan, Enclosed you will find the necessary material for the formal subdivision application for Kessler Estates Phase 2 located at 9425 SW Sattler Street. The second phase will have 12 lots constructed over 2.52 acres and will have one public street access to Sattler Street as shown. No proposed lots will have direct access to Sattler. Phase 2 is a continuation of street improvements that made up Phase 1 and included 14 lots and one Tract (A). Tract A will be recorded into a lot with the platting of Kessler Estates Phase 2. Enclosed you will find 17 full copies of the construction plans, we have also included 3 reduced sets (8.5" x 11") of drawings. Per the City of Tigard Land Use Application Checklist we have supplied the following information: Special Studies and Reports - At this point we shall not be impacting any tree onsite with either public improvements or facilities within the public utility easement. We had used Walt Knapp (Certified Arborist) on the previous phase and his report identified the only trees impacted were within the Phase 1 area. If for some reason this issue does come up during the construction process we shall have Walt Knapp onsite and have him submit a report to the City of Tigard. We have prepared 17 sets of preliminary plans (See pages 1 through 5)based upon the Engineering section of the Pre-Application Conference notes. The plans come in full size drawings with also 3 sets of 8.5" x 11" drawings. We have also supplied three copies each of the Assessors map with the property identified, legal description and Title Report for the property. I have also worked with Clean Water Services of Washington County and have provided you with a Service Provider Letter identifying the lack of sensitive areas onsite or within 200 feet of the site. (R & 0 96-44/USA Regulations - Chapter 3). We provide a full spectrum of engineering&related technical services Design,Coordination&Construction Management Page 2 Kessler Estates Phase 2 July 16, 2003 Pride Disposal Company has provided us with a service provider letter for Phase 2 and this is enclosed. There is one soil series onsite - Aloha Series. The Aloha series consists of somewhat poorly drained soils that formed in alluvium or lacustrine silt on broad valley terraces. Permeability is moderately slow. Effective rooting depth is 40 inches to more than 60 inches. These soils are used mainly for orchards, irrigated vegetable crops, irrigated berries, small grain, hay, pasture and legume seed production. Other uses include wildlife habitat, recreation and homesites. Aloha silt loam is found on somewhat flat slopes that could range up to 3 percent. Runoff is slow, and the hazard of erosion is slight (Soil Survey of Washington County, Oregon - 1976). All material will stay onsite so no hauling will be required. Top soil will be kept onsite and then used for the final grading procedure. We find no distinct drainage patterns onsite with the exception of the existing drainage ditch that runs along the north side of Sattler. This ditch will be replaced by a 12" storm drain. The site slopes gently from the northwest to the southeast. There is no flood plain in this area or any areas with a high seasonal water table. There are no slopes over 25%. On this site there are no wildlife habitat areas, wetlands or rock out croppings. There are two existing houses that will be removed with the subdivision construction. The following items apply to the Pre-Application Conference notes specifically dealing with Planning. We supply the following information and are apart of the narrative information as required (Code Chapter 18.390): Zoning - Code Section 18.510: Our minimum lot size is 6,247 square feet which exceeds the minimum lot size of 6,000 square feet based upon 80%minimum of the 7,500 square feet for the R4.5 zoning. The average lot width exceeds the 50 foot minimum and housing exceeds the 30 foot maximum. The house setbacks that apply shall be 20 feet for the front, 5 feet for the sides and 15 feet for the rear. The corner of the house shall be 15 feet from the street. Neighborhood Meeting: The neighborhood meeting was held on January 15, 2003 at the site. The application notes have been included with this application. The plan identified in the narrative indicated 19 lots for Phase 1 and 15 lots for Phase 2 in a shadow plan format. The entire development was presented. Impact Study - Code Section 18.390.040 and 18.390.050: Sanitary Sewer& Domestic Water- The development at Kessler Estates Phase 2 shall impact public facilities slightly with increase in water usage, sanitary contribution and storm drainage runoff. An 8" public waterline will be connected to the 8" Gate Valve at Phase 1. This line constructed to City of Tigard standards will then be reconnected to the existing Water Main located on the south side of Sattler Street. This creates a "loop system" as specified. The public MULTI/TECH ENGINEERING SERVICES, INC. Page 3 Kessler Estates Phase 2 July 16, 2003 sanitary will be connected to the sanitary sewer extension that will be extended on Sattler Street. The sanitary that is to be constructed within Sattler shall be extended to western property line of this development (Lot# 27). Storm Drainage - With the additional hard surface, drainage shall increase, but will be detained as required during storm events. Storm detention calculations are included with this application. The Zone 7 system shall be 200 L.F. in length with a 48' diameter, creating a storage capacity of 2513 cubic feet. The orifice size will be determined at final design. The detention system will constructed within 94th Avenue as required by the City of Tigard. The new system will tie into the extension from Phase 1 along the north side of Sattler Street. The drainage for this area moves to the east to the connection point within the intersection of Sattler and 92nd Avenue. The existing ditch adjacent to Sattler will be replaced by drainage pipe. The upstream connection will be achieved with a catch basin. The system would then be continues (without roadside ditches) from the west side of Tax Lot 13200 to the intersection of Sattler and 92"d Avenue. The onsite drainage will be will be discharged through a storm water management structure as required by Clean Water Services prior to tying into the proposed 12" line that runs along Sattler. Streets & Traffic - Working off of the IT Generation Manual the site will generate 9.57 trips per lot per day. With 12 lots this total will amount to 115 trips per day. The combined trip total for Phase 1 and Phase 2 will amount to approximately 258 trips split between two access points onto Sattler. During the peak hour of traffic 1 trip per lot shall be generated and included with a basis of 0.646 trips in and 0.364 trips out during the P.M. hour. The proposed Home Street shall finish the extension to 94th Avenue as shown. This creates a looped street as well. Sattler Street shall be widened as required by the City of Tigard. This would include an eighteen (18') foot improvement from the existing centerline of Sattler. Biking will then be made safer with the additional widening and striping with the City of Tigard having the final say on bikeway locations. Pedestrian Traffic would also be made safer with the proposed walk along Sattler. This includes provision through Phase 1 with a walkway to James Templeton Elementary School grounds located to the north of the development. With the drainage ditch no pipe auto traffic will also be made safer due to the lack of guardrail in the immediate area of the ditch. Both onsite and offsite streets will be constructed to City of Tigard standards. The franchise utilities have been contacted by our office for possible service. Overhead lines do exist on Sattler and the developer does have the option of placing these lines underground our paying the city a fee in lieu at $ 27.50 per lineal foot. With 234 L.F. of frontage this total would be $ 6,435.00. During the subdivision and home construction process an increase of noise and air pollution will increase, but with final home construction and landscaping these pollution issues should return to more normal levels for this area. At the point of full move-in the neighborhood will match MULTI/TECH ENGINEERING SERVICES, INC. Page 4 Kessler Estates Phase 2 July 16, 2003 existing levels of the neighboring properties. James Templeton Elementary School will continue with it's current noise levels due to outdoor sporting events or classes. As the mid-level homes become occupied impacts with population will be felt at both schools and libraries. With the level of population increasing the site will generate and contribute to the local economy of Tigard. This will cover all aspects of day to day living. With the City of Tigard setting the zoning of the property, Master planning by the City would allow this development to take place with future plans made for the existing public and/or private facilities could handle with the additional flows generated. Dedication of property is required and represented per Pre- Application requirements on Sattler as previously noted. Access - Chapters 18.705 and 18.765: Hope Street and 94th Avenue shall generate all the traffic for the second phase this includes the private access way that will serve lots # 24 & # 25. There shall be direct access onto Sattler from this Phase. The nearest driveways from the 94`h Avenue intersection with shall be from an existing private drive located approximately 260 L.F. (centerline to centerline)to the west and a proposed driveway from Phase 1 at Lot # 14 that could be a minimum 150 L.F. (centerline to centerline) to the east. Density Calculation Chapter 18.715: The following is the Residential Density Calculation that were used to determine the minimum lot counts: Net 91,800 square feet Divide 7,500 (minimum lot area) 12.24 Units Per Acre The Net square footage is based upon lot sizes excluding Tracts and Right-of-Way improvements. Landscaping - Chapters 18.745, 18.765, 18.705 and 18.790.030.C, 18.790.060.E: Street trees are represented on the preliminary plans at both 20 and 40 foot intervals. With no trees to be removed with this Phase no mitigation will take place. Recycling - Chapter 18.755: Pride Disposal Company has provided service provide letter for eventual service to the proposed development. The lot layout meets there serviceability. Parking - Chapters 18.765 & 18.705: Parking will be allowed on one side of the street which more than meets the criteria for at least (1) offsite parking space per dwelling unit. Parking will also be at each driveway at each house. No parking will be allowed on Sattler Drive even with the road widening requirements. MULTI/TECH ENGINEERING SERVICES, INC. Page 5 Kessler Estates Phase 2 July 16, 2003 Clear Vision Area- Chapter 18.795: At the 94th Avenue intersection a Vision Clearance Triangle meeting City of Tigard standards with specifics being maintained at three(3) to eight(8) feet at the thirty (30') foot sections as shown. Lot Dimensions - Code Section 18.810.030: Two lots meet the minimum lot frontage of 25 feet onto 94th Avenue. These are lots identified on the plan as#21 & #22. A 20 foot access way will be used for Lot# 24 & # 25. Blocks - Code Section 18.810.090: The entire street from 93rd Avenue through 94`h Avenue (Sattler to Sattler) generates approximately 820 L.F. of street improvements. Access Management (18.705): Our office has reviewed this chapter that includes provisions for Access, Egress and Circulation. No driveways or streets are placed in the influence area of a collector or arterial. We also find that the proposal (street access & driveways) shall meet the sight distance requirements, stacking and deceleration standards as set by the City of Tigard. If required at the formal comment and review period a traffic study will be done by our subconsultant Associated Transportation Engineering & Planning(ATEP). The site will be served by all franchise utilities with a 10 foot public utility easement located at all areas of lots with street frontage. Service will include power, cable, phone and natural gas. Street lights will be constructed per PGE and City of Tigard standards. The developers shall work with PGE to bring the existing overhead lines underground per City of Tigard Standards. All construction will be to City of Tigard and Clean Water Service standards. The subdivision shall be platted per City of Tigard and Washington County requirements. Based up 12 lots a check for $ 4,742.00 has been included for the Site Development Review process. If you are of need of any further information or clarification of the package of material that I have supplied to the City of Tigard, please do not hesitate to contact me at (503) 363-9227. Sincerely, Jeff Bolton enclosures MULTI/TECH ENGINEERING SERVICES, INC. ::.. PACIFIC NORTHWEST TITLE TRI-COUNTY 9020 SW Washington Sq.Rd. Suite 220 �w Tigard, OR 97223 � Fax: (503)350-5040 Fax: (503)226-6489 PACIFIC NORTHWEST TITLE 9 ,/T), �� O of Oregon,Inc. �O,A, /fr, �� PRELIMINARY SUBDIVISION GUARANTEE V`7O I'/`.- Order No.: 03238241-W Premium: $350.00 PROPOSED PLAT "Kessler Farms, Phase 2" Pacific Northwest Title Guarantees: Date: July 23, 2003 The Oregon Real Estate Commissioner, and any County or City within which said subdivision or proposed subdivision is located. That according to the public records which impart constructive notice of matters affecting title to the premises hereinafter referred to, we find: That the last Deed of record runs to: JULIUS B. KESSLER, as Trustee, and to KAREN A. MEYER as Successor Trustee of the Julius B. Kessler Revocable Living Trust, dated June 29, 1992, as to Parcel 1; and BEACON HOMES NORTHWEST, INC., an Oregon corporation, as to Parcel 2; and KENNETH R. BEGAN and SHEILA BEGAN, as tenants by the entirety, as to Parcel 3. We also find the following apparent encumbrances, which includes "Blanket Encumbrances" as defined by ORS 92.305(1), and also easements, restrictive covenants and right of way prior to the effective date hereof: 1. 2003-2004 taxes, a lien not yet payable. 2. Unpaid taxes for 2002-2003: Levied Amount : $1,638.94, plus Interest and fees, if any Account No. : 2S111DB-13100 Levy Code • 023.74 Key No. R1281320 (Affects parcels 2 and 3) 3. City liens, if any, of the City of Tigard. 4. The herein described premises are within the boundaries of and subject to the statutory powers, including the power of assessment, of Clean Water Services. Pacific Northwest Title Insurance Company PAGE 1 of Preliminary Subdivision Guarantee No.03238241-W PRELIMINARY SUBDIVISION GUARANTEE(CONTINUED) 5. Rights of the public in and to any portion of the herein described premises lying within the boundaries of SW Sattler Street (CR 727). 6. Easement, including the terms and provisions thereof: For : Road Granted to Adjoining Property Owner Recorded • May 04, 1957 Book • 394 Page : 316 Affects The East 25 feet of Parcel 1 7. Easement, including the terms and provisions thereof: For : Road, utilities and septic drainfield Granted to • Adjacent property owners Recorded • January 11, 1983 Fee No : 83000971 Affects • Portion of Parcels 2 & 3; refer to document for location 8. Trust Deed, including the terms and provisions thereof to secure the amount noted below and other amounts secured thereunder, if any: Grantor : Beacon Homes NW, Inc. Trustee • Pacific NW Title Beneficiary •: Mortgage Electronic Registration Systems, Inc. solely as nominee for lender Sterling Savings Bank Dated September 23, 2002 Recorded • September 25, 2002 Book • 2002-111816 Amount : $176,000.00 Loan No. • 157701600 (Affects Parcel 2 only) NOTE: The Washington County Assessors Office, Cartography Division, reports that a "Boundary Change" is pending for Tax Lot 2S111DB-13100. In addition, they show Kenneth R. Began and Sheila Began in title to the entire parcel. NOTE: Taxes paid in full for 2002-2003 Levied Amount $3,478.61 Account No. : 2S111 DB-13300 Levy Code 023.74 Key No. R500363 (Affects Parcel 1) We have also searched our General Index for Judgments and State and Federal Liens against the grantees names in the last deed of record above and find: NONE Pacific Northwest Title Insurance Company PAGE 2 of Preliminary Subdivision Guarantee No 03238241-W PRELIMINARY SUBDIVISION GUARANTEE (CONTINUED) REQUIREMENTS: Prior to the issuance of insurance on any encumbrance or conveyance executed by the Trustee of the Trust referred to herein, a Certification of Trust must be completed and executed by the Trustees. For title insurance purposes, we will require a Certification of Trust to be completed at the time of closing for any documents which require the Trustee(s)'signature(s). Any conveyance of the subject property must be executed by Julius B. Kessler and Karen A. Meyer, both individually and as Trustees. (Affects Parcel 1) NOTE: The Oregon Corporation Commission disclosed that Beacon Homes Northwest, Inc., is an active Oregon corporation: Filed : May 14, 1999 Registered Agent : Lawrence Evans President Peter A. Kusyk Secretary • Kurt H. Dalbey The premises are in the County of Washington and are described as follows: See Exhibit A attached hereto and made a part hereof THIS IS NOT A REPORT issued preliminary to the issuance of a Title Insurance Policy. Our search is limited to the time specified in this Guarantee and the use hereof is intended as an informational report only, to be used in conjunction with the development of Real Property. Liability hereunder is limited to an aggregate sum of not to exceed $1,000.00. Effective Date: July 8, 2003 If you have any questions regarding this report please call Kevin Kimball at 671-0505. Kevin is located at 9020 SW Washington Square Road, Suite 220, Tigard, Oregon 97223. PACIFIC NORTHWEST TITLE OF OREGON, INC. By Kevin J. Kimball Title Examiner KJK:kjk cc: Multi/Tech Engineering Attn: Jeff Bolton (enclosure) cc: Pacific Northwest Title of Oregon,Inc Attn: Charlene Norris Attn: Land Development Pacific Northwest Title Insurance Company PAGE 3 of Preliminary Subdivision Guarantee No.03238241-W Exhibit A PARCEL 1: A tract of land in Section 11, Township 2 South, Range 1 West of the Willamette Meridian, within the Solomon Richardson Donation Land Claim No. 44, in the City of Tigard, County of Washington and State of Oregon, described as follows: Beginning at a point in the North line of the Solomon Richardson Donation Land Claim No. 44 a distance of 34.2875 chains West of the Northeast corner thereof; thence South, Parallel with the East line of said claim, 702.77 feet to the true point of beginning herein; thence continuing South, parallel with said claim line, 370.786 feet; thence West, parallel with the North line of said claim, 234.96 feet to the Southeast corner of a tract conveyed to Arthur Lehr, et ux, by Deed Book 252, Page 17; thence North, parallel with the East line of said claim, 370.786 feet; thence East, parallel with the North line of said claim, 234.96 feet to the true point of beginning. PARCEL 2: The Northerly 77 feet of even width of that certain tract of land conveyed to Arthur W. Lehr by Book 252 at page 17, which tract is described as follows: A tract of land in the Southwest quarter of the Northeast quarter of Section 11, Township 2 South, Range 1 West, of the Willamette Meridian, in the City of Tigard, County of Washington and State of Oregon, described as follows: Beginning at the Southwest corner of a tract of land conveyed to Thomas Kessler, as described in deed recorded November 29, 1930 in Book 119, Page 592, of Washington County Deed Records; thence North 16 rods; thence East parallel to the South line of said Kessler tract, 10 rods; thence South parallel to the East line of said Kessler tract, 16 rods; thence West 10 rods to the place of beginning. Together with a perpetual and nonexclusive easement of right of way for ingress and egress as described in that certain Agreement for Easement recorded November 11, 1983, fee number 83000971, Records of Washington County, Oregon. PARCEL 3: A tract of land situated in the Northeast one-quarter of Section 11, Township 2 South, Range 1 West, Willamette Meridian, in the City of Tigard, County of Washington and State of Oregon, being described as follows: Commencing at the Southwest corner of that tract of land conveyed to Thomas Kessler, as described in a Deed recorded November 29, 1930 in Book 119, Page 592, Washington County Deed Records; thence along the West line of said Kessler tract, North 0°25'07" East, 111.25 feet to the true point of beginning;thence, continuing along said West line, North 0°25'07" East, 75.75 feet to a point being South 0°25'07" West, 77.00 feet from the Northwest corner of said Kessler Tract; thence, parallel with the South line of said Kessler Tract, South 89°53'00" East, 165.00 feet to a point on the East line of said Kessler Tract; thence, along said East line, South 0°25'07" West 75.75 feet; thence, parallel with the South line of said Kessler tract, North 89°53'00" West, 165.00 feet to the true point of beginning. -o.--_• ___ . . . ,. . .13:::-' 1- ....v‘i..-.,....c---..: .:.„.-..-..,,,-->: ...,---...........,----4---,.:-.:./..,.-/....‘„. ....-•, ,,,:y-,...7.f ‘,..... -,... ,,.: ...; ..„.• ...., . 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MI.:W=1 THIS MAP IS FURNISHED AS A CONVENIENCE BY PACIFIC NORTHWEST TITLE N This map map is not a survey and does not show the location of any improvements. -lc/ The company assumes no liability for errors therein. MAP # 2S111DB 13300 Kessler Estates-Phase 2 krb 2 yr Storm Zone 7 07/17/2003 Determination of Required Detention Storage(Rational Method) Inflow Inflow Outflow Outflow Required Time(mina C*A(Ac) i(intensity)Rate(cfs) Vol.(ft^3) Rate(cfs) Vol(ft^3) Storage 0 1.386 1.90 0.64 5 1.386 1.9 2.6334 790.02 0.64 192 598.02 10 1.386 1.3 1.8018 1081.08 0.64 384 697.08 15 1.386 1.1 1.5246 1372.14 0.64 576 796.14 20 1.386 0.9 1.2474 1496.88 0.64 768 728.88 25 1.386 0.83 1.15038 1725.57 0.64 960 765.57 30 1.386 0.75 1.0395 1871.1 0.64 1152 719.1 35 1.386 0.68 0.94248 1979.208 0.64 1344 635.208 40 1.386 0.6 0.8316 1995.84 0.64 1536 459.84 45 1.386 0.58 0.80388 2170.476 0.64 1728 442.476 50 1.386 0.55 0.7623 2286.9 0.64 1920 366.9 55 1.386 0.53 0.73458 2424.114 0.64 2I12 312.114 60 1.386 0.5 0.693 2494.8 0.64 2304 190.8 70 1.386 0.45 0.6237 2619.54 0.64 2688 -68.46 80 1.386 0.43 0.59598 2860.704 0.64 3072 -211.296 90 1.386 0.42 0.58212 3143.448 0.64 3456 -312.552 100 1.386 0.4 0.5544 3326.4 0.64 3840 -513.6 110 1.386 0 0 0.64 4224 -4224 120 1.386 0 0 0.64 4608 -4608 130 1.386 0 0 0.64 4992 -4992 140 1.386 0 0 0.64 5376 -5376 150 1.386 0 0 0.64 5760 -5760 160 1.386 0 0 0.64 6144 -6144 170 1.386 0 0 0.64 6528 -6528 180 1.386 0 0 0.64 6912 -6912 Assumptions 1)C=0.55,old is.3 Tc=37 min Orifice Size 2)Area(A)=2.52 Ac i=0.64 in/hr Q=(cfs) 0.056 3)IDF Curve is East Washington County C=0.3 h(head)=(ft) 3 4)Rational Method A=2.52 Diameter=(in) 1.1087081 Kessler Estates-Phase 2 krb 5 yr Storm- E. Washington County 07/17/2003 Determination of Required Detention Storage(Rational Method) Inflow Inflow Outflow Outflow Required Time(min C*A(Ac) i(intensity Rate(cfs) Vol. (ft^3) Rate(cfs) Vol(ft^3) Storage 0 1.386 2.5 3.465 0 0.92 0 5 1.386 2.5 3.465 1039.5 0.92 276 763.5 10 1.386 1.7 2.3562 1413.72 0.92 552 861.72 15 1.386 1.4 1.9404 1746.36 0.92 828 918.36 20 1.386 1.2 1.6632 1995.84 0.92 1104 891.84 25 1.386 1.08 1.49688 2245.32 0.92 1380 865.32 30 1.386 0.95 1.3167 2370.06 0.92 1656 714.06 35 1.386 0.85 1.1781 2474.01 0.92 1932 542.01 40 1.386 0.75 1.0395 2494.8 0.92 2208 286.8 45 1.386 0.73 1.01178 2731.806 0.92 2484 247.806 50 1.386 0.7 0.9702 2910.6 0.92 2760 150.6 55 1.386 0.65 0.9009 2972.97 0.92 3036 -63.03 60 1.386 0.6 0.8316 2993.76 0.92 3312 -318.24 70 1.386 0.55 0.7623 3201.66 0.92 3864 -662.34 80 1.386 0 0 0.92 4416 -4416 90 1.386 0 0 0.92 Assumptions 1)C=0.55,old is.3 Tc=32 min Orifice Size 2)Area(A)=2.52 Ac i=0.92 in/hr • =(cfs) 0.081 3)IDF Curve is East Washington County C=0.3 h(head)=(ft) 3 4)Rational Method A=2.52 Diameter--(in) 1.333416 Findings: Kessler Estates-Phase 2 krb 10 yr Storm-E. Washington County 7/17/2003 Determination of Required Detention Storage(Rational Method) Inflow Inflow Outflow Outflow Required Time(min. C*A(Ac) i(intensity)Rate(cfs) Vol. (ft^3) Rate(cfs) Vol(f^3) Storage 0 1.386 3 4.158 0 1.3 0 5 1.386 3 4.158 1247.4 1.3 390 857.4 10 1.386 2.2 3.0492 1829.52 1.3 780 1049.52 15 1.386 1.8 2.4948 2245.32 1.3 1170 1075.32 20 1.386 1.5 2.079 2494.8 1.3 1560 934.8 25 1.386 1.35 1.8711 2806.65 1.3 1950 856.65 30 1.386 1.2 1.6632 2993.76 1.3 2340 653.76 35 1.386 1.1 L5246 3201.66 1.3 2730 471.66 40 1.386 1 1.386 3326.4 1.3 3120 206.4 45 1.386 0.93 1.28898 3480.246 1.3 3510 -29.754 50 1.386 0.85 1.1781 3534.3 1.3 3900 -365.7 55 1.386 0.81 1.12266 3704.778 1.3 4290 -585.222 60 1.386 0.77 1.06722 3841.992 1.3 4680 -838.008 70 1.386 0.7 0.9702 4074.84 1.3 5460 -1385.16 80 1.386 0 0 1.3 6240 -6240 90 1.386 0 0 1.3 Assumptions 1)C=0.55,old is.3 Tc=27 min Orifice Size 2)Area(A)=2.52 Ac i= 1.3 in/hr Q=(cfs) 1.3 3)IDF Curve is East Washington County C=0.3 h(head)=(ft) 3 4)Rational Method A=2.52 Diameter-(in) 5.3418893 Kessler Estates-Phase 2 krb 25 yr Storm - E. Washington County 7/17/2003 Determination of Required Detention Storage(Rational Method) Inflow Inflow Outflow Outflow Required Time(min.) C*A(Ac) i(intensity)Rate(cfs) Vol.(ft^3) Rate(cfs) Vol(ft^3) Storage 0 1.386 3.4 4.7124 0 1.6 0 5 1.386 3.4 4.7124 1413.72 1.6 480 933.72 10 1.386 2.5 3.465 2079 1.6 960 1119 15 1.386 2.1 2.9106 2619.54 1.6 1440 1179.54 20 1.386 1.8 2.4948 2993.76 1.6 1920 1073.76 25 1.386 1.6 2.2176 3326.4 1.6 2400 926.4 30 1.386 1.4 1.9404 3492.72 1.6 2880 612.72 35 1.386 1.27 1.76022 3696.462 1.6 3360 336.462 40 1.386 1.15 1.5939 3825.36 1.6 3840 -14.64 45 1.386 1.08 1.49688 4041.576 1.6 4320 -278.424 50 1.386 1 1.386 4158 1.6 4800 -642 55 1.386 0.96 1.33056 4390.848 1.6 5280 -889.152 60 1.386 0.91 1.26126 4540.536 1.6 5760 -1219.464 70 1.386 0.82 1.13652 4773.384 1.6 6720 -1946.616 80 1.386 0 0 1.6 7680 -7680 90 1.386 0 0 1.6 Assumptions 1)C=0.55,old is.3 Tc=25 min Orifice Size 2)Area(A)=2.52 Ac i= 1.60 in/hr Q=(cfs) 1.6 3)IDF Curve is East Washington County C=0.3 h(head)=(ft) 3 4)Rational Method A=2.52 Diameter=(in) 5.9262941 Kessler Estates-Phase 2 krb 50 yr Storm- E. Washington County 7/17/2003 Determination of Required Detention Storage(Rational Method) Inflow inflow Outflow Outflow Required Time(min. C*A(Ac) i(intensity)Rate(cfs) Vol.(ft^3) Rate(cfs) Vol(ft^3) Storage 0 1.386 4 5.544 0 2 0 5 1.386 4 5.544 1663.2 2 600 1063.2 10 1.386 3 4.158 2494.8 2 1200 1294.8 15 1.386 2.5 3.465 3118.5 2 1800 1318.5 20 1.386 2.1 2.9106 3492.72 2 2400 1092.72 25 1.386 1.87 2.59182 3887.73 2 3000 887.73 30 1.386 1.65 2.2869 4116.42 2 3600 516.42 35 1.386 1.48 2.05128 4307.688 2 4200 107.688 40 1.386 1.3 1.8018 4324.32 2 4800 -475.68 45 1.386 1.23 1.70478 4602.906 2 5400 -797.094 50 1.386 1.15 1.5939 4781.7 2 6000 -1218.3 55 1.386 1.1 1.5246 5031.18 2 6600 -1568.82 60 1.386 1.05 1.4553 5239.08 2 7200 -1960.92 70 1.386 0.95 1.3167 5530.14 2 8400 -2869.86 80 1.386 0 0 2 9600 -9600 90 1.386 0 0 2 Assumptions 1)C=0.55,old is.3 Tc=25 min Orifice Size 2)Area(A)=2.52 Ac i= 1.83 in/hr (: (cfs) 1.75 3)IDF Curve is East Washington County C4I.3 h(head)=(ft) 1 4)Rational Method A=2.52 Diameter=(in) 8.15685129 PO BOX 820 Sherwood,OR 97140 Pride Disposal Company Phone:503-625-6177 Fax 503-625.6179 Fax To: Jeff Bolton Prom: Rose Fax: 503-364-1260 Date: July 8,2003 Phone: 503-363-9227 Pages: 1 Re: Kessler Estates SEC. 11 T.2 S. R. 1 W. CC: PRIDE DISPOSAL COMPANY XX Urgent ❑For Review D Please Comment ❑ Please Reply ❑ Please Recycle •Comment Multi/Tech Engineering 1155 13th SE Salem, OR 97302 Jeff, In reviewing your plans for Kessler Estates Subdivision Phase 2, on Sattler St. in Tigard, Or. You have our approval to go ahead with the the plans you have faxed over to us on 7/2/03 (15:26) ank yoga Rose Bowles Supervisor Assistant PRIDE DISPOSAL COMPANY CleanWater Services Our commitment is clear. July 16, 2003 Multi/Tech Engineering Attention: Jeff Bolton 1155 13th SE Salem. OR 97302 Re: Kessler Estates Phase 2 located on SW Sattler in Tigard, OR CWS file 3219 (Tax map 2S111 DB, Tax lots 13100, 13300) Clean Water Services has received your Sensitive Area Certification for the above referenced site. District staff has reviewed the submitted materials including site conditions and the description of your project. Staff concurs that the above referenced project will not significantly impact the existing sensitive areas found near the site. In light of this result, this document will serve as your Service Provider letter as required by Resolution and Order 03-11, Section 3.02.1 , and your Stormwater Connection authorization from Clean Water Services as required by Ordinance 27, Section 4.B. All required permits and approvals must be obtained and completed under applicable local, state, and federal law. This letter does NOT eliminate the need to protect sensitive areas if they are subsequently identified on your site. If you have any questions, please feel free to call me at 503-846-3553. Sincerely, Chuck Buckallew Environmental Plan Review E:\Development Svcs\SP 00-7\Concurrence Letters\2S111 DB13100,13300-no sens area spl and se doe 155 N First Avenue, Suite 270• Hillsboro, Oregon 97124 Phone: (503) 846-8621 • Fax: (503)846-3525 •www.cleanwaterservices.org Exhibit "A" Ai( 2 (Kessler Farms Phase 2) e //71, c 4 Commencing at the Southwest Corner of Lot 3, Launalynda Park as said subdivision is recorded in the Washington County book of Town Plats in Volume 41, Page 16; thence S00°56133"W a distance of 149.78 feet to a point on the northerly right-of-way line of S.W. Sattler Road; thence N89°53'00"W, along said right-of-way line, a distance of 377.03 feet to the point of beginning; thence N89°53'00"W, along said right-of-way line, a distance of 234.15 feet to a point on the west line of Deed Document No.92-045006, Washington County, Oregon Deed Records; thence leaving said right-of-way N00°24'53"E, along the westerly line of said deed, a distance of 111.25 feet to a point; thence N89°53'13"W, a distance of 165.00 feet to a point; thence N00°24'53"E parallel with the westerly line of Deed Document No.92-045006, a distance of 142.63 feet to a point; thence S89°53'13"E, a distance of 165.00 feet, to a point on the west line of Deed Document No.92-045006; thence N00°24'53"E, along said westerly line, a distance of 111.35 feet, to a point on the northerly line of said deed; thence N89°42'09"E, along said northerly line, a distance of 237.32 feet to a point on the easterly line of said deed; thence S00°54'21"W, along the east line of said deed, a distance of 366.97 feet to the point of beginning. The above described parcel of land, containing 2.52 acres Located in the Southeast Quarter of Section 11, Township 2 South, Range 1 West, Willamette Meridian, City of Tigard, Washington County, Oregon. I r-r /// ///// MULTI I CONSULTANTS 1155 13th Street, S.E. TECHSalem, Oregon 97302 ENGINEERING SERVICES, INC. (503) 363-9227 January 17, 2003 City of Tigard Planning/Engineering 13125 SW Hall Blvd Tigard, OR97223 RE: Neighborhood Meeting- 9335 SW Sattler Drive Tigard, Oregon On Wednesday,January 15th at 4:30 P.M. I (Jeff Bolton- Multi/Tech Engineering)held a neighborhood meeting at the proposed subdivision located at 9335 SW Sattler Drive. The meeting was held at the existing(unoccupied)home. I have attached for you a copy of the sign- in sheet for the people in attendance which included the developer Peter Kusyk. I presented a preliminary plan identifying 19 lots that had been previously been shown at the Pre- Application meeting that had been previously held in November of 2002. I explained that the Neighborhood Meeting was required by the City of Tigard for notification purposes. I explained that the public would have further opportunities to express concerns with City Staff during the Subdivision Application portion of this project. I explained to the crowd that this plan did not meet density requirements and we would be reducing the number of lots down by a lot or two. I explained the street improvement and Right-of-Way construction improvements required identifying by showing where the new curb and sidewalk going. I spend some time with the identification process. I also said that we would propose building the full curb and walk to the east connecting to the existing located at 92nd Avenue. To the west we shall work with the City on the required on the taper. I discussed the existing drainage at Sattler that this would be piped ■ due to the road improvements. We discussed the existing overhead utilities - that the City would require them to be either put underground or the developer would pay fee in-lieu. I explained the right-of-way and the street improvement widths for the onsite work. I explained that sewer and storm drainage would be run to the east to the intersection at 92°d and Sattler. I said that we would have to meet Clean Water Services requirements for storm drainage and that would include and that would include a stormwater management structure. We provide a full spectrum of engineering E.related technical services Design.Coordination&Constriction Management I said that the developer would also be required to install detention onsite for the required storm events of the City of Tigard. I identified the existing waterline line location to the south of Sattler and that we would connect with fire hydrants onsite. I stated that facilities would be public and that on the front of the lots we would have a 10 foot public utility easement for franchise utilities. I said the existing house would be removed from the site. The group did ask about population and the impact on schools and would this be analyzed. I said I was unsure if that would be a City of Tigard requirement. I did say that the City did mention that we did have to provide service provider letters during the subdivision application process. One of the neighbors to the west expressed his concern about the increase in traffic flow. He said that the amount of traffic in the area has greatly increased and people routinely exceed the speed limit. He and others also mentioned that Sattler is used as a short cut. I said I was unsure if a Traffic Impact Analysis (TIA)was required,but that would be a question with City of Tigard. Peter Kusyk did discuss the housing market that he would plan on putting into this property. We talked about the schedule for this project and planned for the work to be done this summer. Finally we reiterated that the people in attendance should express any concerns with the City because the City of Tigard will dictate our terms of acceptance. The meeting lasted around an hour. Sinc- ely, Je ��tbn MULTI/TECH ENGINEERING SERVICES, INC. �� CONSULTANTS '' i MULTI 1155 13th Street, S.E. �� ° // TECH Salem, Oregon 97302 i� //� (503) 353 92 A' ENGINEERING SERVICES, INC. ( I 27 Sattler Road Development Neighborhood Association Meeting Wednesday, January 15,2003 9335 SW Sattler Drive 4:30p.m Name Address Phone Number 2. r,,..,, E / I/ f/AScr I ,de,. 3. OREO1�. . . - , %. • _ .....�j.._. k o9 5D3--- 41i-(40,V..... 4. V..re,_.� /6(�fr 56) y�v s'903-, q '94-g7 5. t " � it _4:.,� ,S' �,- 6. . , i i ii 6<5 7/ 7. • rert A-4 A.. tr - (2,1 A-1c(e•''rr� 1i'- " 9G 6776, 8. Air,1 .All -, !5162'0. � R(65- 6.7 o` fr3,r-7 9. _ �°�°..�' is-2 0o - W '4r /�-ve 4-IS-7s-s t 't' i 5 z// Sw , -e. 417 214 563 6,2-4-/614 10. tor:, r .ii 11. NN ! / o(5 Sc ) 2#c•J->t Q7a o oTa3- &,o-9 / 12. is':f< i /50/5 54v 7)&woU 976.1-.7-Y 52.11- G�-S1/lo F3 13 % . _// f ' ‘11 lc 5w 541-}ts.c ci'7Z21-1 5.63• b - 171/ (, 14. 510,0, - k -- I °IG o s , Ma l:0061- 4,r` 9�7z %3 Sc655 91)3 ¢P', 15. ofJ'6R?jcI..2 /✓` O "D 5•MJ c16 &i ?12-1Y S03 - 4020 - 282-5) r% 16. °'x►i • II 0 .N /c/?SDSc) 721 c:4v? 972,25/ 5D3-1039-80109 17. �`V',n r ,/-WeA-I l o G, I Z'l SW W I%AntL cif-a?-L1. 503 5 9 8- `I 1`f 18. vo r, t-p,-Ict---cl c .-1 t l 6 v S- . c__.:.) 414,c-E.-Loci 4> 3'iCls.w>`t 7223 7 01C2- %.. ' 4 19.)5C `rem fikerlin 40 i1 _1 1 :4' - ,SZ13-5f 777 I 20. ar . (4a,„&Soo,_ V b Nc s,,,,/. Se 5"/,- �c G v1 cV 3 -63q-- 160`1 21. i /5-2e) --- -' A .4. o I _c-ei 3-57 - u/U At' - 22. /1"/.., --re-P ''' -,,,./e,-..- /, `/ .. // �l 23. Pc}c, k,,,7 k ------ e.,..., Fla,...s t- Sid -tL3zts 24. Jcf T tom)i /"..I ./ .l. E,. : u • 1(�6 3-9 22 7 . 25. 26. 27. 28. 29. 30. We provide a full spectrum of engineering S.related technical services Design,Coordination&Construction Management 4Z1 I RECEIVED Walter 11. Knapp Silviculture& Urban Forestry OCT 2 3 2003 October 1, 2003 CITY OF TIGARD PLANNING/ENGINEERING KESSLER ESTATES: ARBORIST REPORT Kessler Estates Phase II has 20 trees larger than 12-inches in diameter. Eleven will be removed, resulting in a need to mitigate 160 diameter inches (80 two- inch trees). The remaining trees will be protected. Tree species, size, and condition are shown in the enclosed spreadsheet, and locations are shown on the site map. Tree Protection Measures 1. Site Plans.Tree protection measures shall be included on site plans to ensure that contractors and subcontractors know the protection requirements. 2. Designation of Tree Protection Area. The project arborist shall designate the Tree Protection Zone(TPZ). Nearby trees on adjacent properties will also be protected. 3. Protection Fencing Specifications.All trees to be retained shall be protected by either chain link fencing a minimum of 6 feet tall or orange construction fencing. Protection fencing shall be secured to steel posts placed no further than 10 feet apart and shall be installed at the edge of the TPZ. The project arborist shall specify fencing type. 4. Designation of Cut Trees.Trees to be removed shall be clearly marked with construction flagging, tree-marking paint, or other methods approved in advance by the project arborist. 5. Preconstruction Conference.The project arborist shall be on site to discuss methods of tree removal and tree protection prior to any construction. 6. Storage of Material or Equipment.The contractor shall not store materials or equipment within the TPZ. 7. Excavation—TPZ. Excavation with the TPZ shall be avoided if alternatives are available. If excavation within the TPZ in unavoidable, the project arborist shall evaluate the proposed excavation to determine 7615 SW Dunsmuir Lane,Beaverton,OR 97007 Phone: (503)646-4349 Fax:(503)265-8117 • Page2of2 0348 Kessler Phase II Arb(l).doc 10/3/2003 Waller 11.Knapp methods to minimize impacts to trees. All construction within the TPZ shall be under the on-site technical supervision of the project arborist. 8. Tree Protection Inspection. The project arborist shall monitor construction activities and progress, and provide written reports to the developer and the City at regular intervals. l. Walter H. Knapp Certified Forester, SAF 406 Certified Arborist, ISA PN-0497 Enclosure:Tree Table Spreadsheet 7615 SW Dunsmuir Lane,Beaverton, OR 97007 Phone:(503)646-4349 Fax:(503)265-8117 Kessler Estates Phase II Tree Tae 0348 Kessler Phase ILxls 10/3/2003 Walter H.Knapp tree # spp dbh condition/comments Cut Leave DDDD Total 1 Douglas-fir 24 24 2 sequoia 26 26 3 sequoia 28 28 4 sequoia 26 26 5 sequoia 30 30 6 Douglas-fir 20 20 7 eastern hemlock 18 18 8 sweet gum 14 14 9 Port Orford cedar 16 16 10 Port Orford cedar 14 14 11 Austrian pine 14 14 12 sequoia 50 50 13 deodar cedar 18 18 14 cherry 16 decayed/ defective 16 15 Austrian pine 28 28 16 Port Orford cedar 18 18 17 Port Orford cedar 18 18 18 Port Orford cedar 18 18 19 noble fir 32 32 split trunk, Chermes infestation on needles/ 20 blue spruce 20 twigs 20 Total number of trees: 11 7 2 20 Leave trees and DDDD: 9 Cut trees: 11 All trees >12": 20 % leave and DDDD: 45% Mitigation category: 67% Diameter inches cut: 240 Inches to mitigate: 160 # 2-inch trees: 80 RECEIVED Nov 2 =i 2003 t-� KESSLER ESTATES PHASE 2 PiANNINGi�GiNEER�N JULIUS B. KESSLER SEC. 11 T. 2 S., R. 1 W., W.M. IN ,,.•" ',., - 9425 SATTLER ST. CITY OF TIGARD TIGARD, OREGON 97224 WASHINGTON COUNTY, OREGON Phone: 503.639.1791 ��6 -` BEACON HOMES NW Inc. P.O. BOX 407 ' .,� �,j -• ►� , .. WILSONVILLE, OREGON 97070 � R-: ►.� Phone: 503.570.8828 ,. mom. \ I I r .�- I ` I I 711.1W., .., ■I I 1 1 \\ J. I I I AREA YAP -- 1 ap``tlETo p r----�1 I LAMA' u _ c ( / �% p T PARCEL SIZE. D�" -_- r+o'M ip i ♦ // DEVELOPABLE AREA 2 45 AC IS �-- /r-I I. I NUMBER OE U N I T 11 prop I / I • 1 , DENSITY 4.49 UNITS/ACRE „A,2 ,�r•s av,o,arav I Iii / LARGEST LOT 9,037 S0.FT •-' / I SMALLEST LOT 6.732 S0.ET. �aFK[ CI rt4rv••.•__ - - i:i.si Awl, I ,tuv J,t I ---. 1 AVERAGE 7.886 SO.FT _ III II: 6s I UTILITIES. r eoY 1 I ,A✓' CABLE COMCAST CABLE SERVICES roT .. >� 4*� . J s PoONE OWES,��. y�,� - Y PHONE i COMMUNICATIONS } / a / + GAS NW NATURAL ` \ I 1:__ .x „f�:. - `'', / 1 J WATER DRAIN, CITY OF TIGARD r 3 '''f / �� -a..�-�- ��yV��•, SANITARY SERER. 2i /i lIJII _'_' -k� 4p,I DAMN C7�, WATER N I I A.,, 113 SI 41110 87 1 LH _ N:. S i _:, lin I 1 I ' & I s,W✓ � �^ zs J!! .AW^ 1 .� C* ----I N — —— I 1 1 k: '.,_" 'MR M` _ .,;N. I I ,r A Mr s07 tar t.3.-/^ T.w♦y I / ,tAr t6. I r.n i, 1 I III ro u=...oaim AaaT.nn I / / ors / I I! _i .r ",.,.,„.. ;� '! �� __1_ 1 —. 7%r II .r' — •'ice UM...miiii■ /l.- __Bpd f-:a s t v..n-OM w°°"0s.a. -� �. _._.- �--yam . —_ :`. _y.. a `-�°'._ - a. — r°.... l I -'r. _ , . . - — — - .PROM ..=M . —.. a: w, 1r -�• �'7_ •- •- _._- - _ _. �' - s0M6as n ,a"�°" SAW" St zl 1t� I S.J i w I «M .,, I I II I I s : ,On..:.. 010.114 0 I I O. 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INSTALLED AI TIYE 0,NONE . .,••' CONSIINCTION .• .•..• ,s- .1...- I e-A..c.r...zz.z..— •..5450POSID LimINANE • iall. -0•LAISTIN4 LUMINAK I _J_ 2_ -..._ i-i \. .,_ ,. _ . x • . , 1 . . .: _.__-- ---2.'"1- •-•-r-.-...n&- -..7., r-- sumer S7 , I 1 I I I I I 41.4C, OW KV n I.. . .. . .. . I I -1,... I I 0,00,- [ 1 --1_,______i________.,__I I PPP I I --.—————I I Pc, I I I I I- 1 PIP I W I I I I I I r __,, r______1_________I r - 4 r • I I I I A I I I I - 1 I I I I I I I I t } \-.. . .. ..— /.0 t) .alroCi5 NOpitICATINS OR .C.7'j -f MULT/ 4"3 N.M,.11t0T10.1 MTY NN Mild T D0,.,,,,,,, PRELIMINARY TREE, Aom4nEg N1te7 m ae, Sheel Number 0 B.;' ENGINCEA Dot. ESTATES Pli. - SIGNING A STRIPING PLAN OlmeNSIONS k NOTES TAKE SCd. 4 5 o■6 MCCOOK(OAR...P.41C. As-851.11 .-,1%.',.::-....:.., ..F.-..;:„..t.....!:!..._ K,NESENTATICN •E•■•... . .■•■• /-ci KESSLER ESTATES PHASE 2 JULIUS B. KESSLER SEC. + ' T. 2 S., R. 1 W., W.M. RECEIVED �'j�„ , 9425 SATTLER ST. CITY OF TIGARD ' -°i--`! TIGARD, OREGON 97224 TON COUNTY, OREGON .I -, Phone: 503.639.1791 \P� SFP 0 3 2003 4 � � VON 7.. - BEACON HOMES NW Inc. i� ok P.O. BOX 407 �Q►� eta o`l CITY OF TIGARD d -4 : � � WILSONVILLE, OREGON 97070 O ��e� de�`S` MANNING/ENGINEERING 1. Phone: 503.570.8828 ' r ttw - i �'C • 3# {� �'� I `\ " I r' I I .' "�` __ 0 be �`oa I , \ -■ I I (0.b.'‘‘ \Q e I %' \\ 1 I ` AREA MAP Ir s ( / f / e • , / T l PARCEL SIZE: 70.6 a - • Sa i - `.. / • I r I DEVELOPABLE UNITS AREA=1�S AC. • v I s ru aalalxo _ - ;a..tv „ � _. I ..., I r / -I DENSITY a.90 UNITS/ACRE r7 _ ` rr -, •:•a4 I I •vrr .aw` .�/ -- LARGEST LOT 9.077 S0.FT. _--� IG • i SMALLEST LOT 75.Ia7$p. FT. AVERAGE 7,391 50. FT. n i aAWex CZ � , a I. 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I I ..‘•0.. i0,I/ , . 5 , NI\b`-.-AN.,k.■6s 10 ......G ' • — I I il t. W.WI IJOA,.01 :1 44., •••• ■10.4 , . r ■ ' le •• = ." AP„,.-..------------' "'-' - - <NT' 6- co fly laNCID • . . , 24 1 : .,....____"., ',0* _.....„........_-7,44 ,c, 9044141tr31'443*e°1 I r'0,i •-=----Mill.tirld10118111,, ,Iii, _.0, ■I I ‘OZ 0 4 .'.- • I • . c■■•°‘ I . '8 '5N e;z0 1 1....7 . -.. se. li, .4e .1 17 R I, • 1 ' _ EXISTING CONDITIONS • .0 li 1----161 ..• *1 „•••"" 1•=1-1,F ii' i;---- „. • 1.71 m• r„.• ---•,- - a•e 50.0.5,09404.*-^, , ,.,,;I .p Z-c,..11,11 , ..,--' 1 ET.'",,a_ f ,, .4.. / I . 76111 ... , •.. .__.__. . ._ -- .. e . . IT 0,0 - •" • .--re.• •."--,..,.....-..--..-...— -----\ < •,' 97.• , 'I • ....... Ser450e4 517 55 . , z ACIP . _ _.. . 75 _ • _ . -711.r . I „,,,..,—..5051riff—, . _..- , -r r 1 Tt 7 , -,- Ir.It OM tolt UM VFW? SI: , rr I 1 ''.:''' ..7:e• 1. .....i 1 e I 645 1 &II ..MS. AV I/I T I 1 .405117.40.005 .1...._,,..-- 50,0no I 60 I 1-1————+-——— ----———I———- - lf''' ,'1..ot 1.1000 #1. :1 ...,..... . 1------1 JAs I LI• I 0 I 410 I le: I ' I" e•J r - .0.7 I w r I 1 I i 1 1' I ..... . 1...... - . /: 7z,......-- 17—T7777 . f 4 1 ----- ../.. 1 .:• = .: ....0' 4 • :; „7-- I I I I .0.°•-. . r-,•---j •• I I / I I - 4... I I ' I I I I I . I 6, . 0° .....------/-: . . .- 1 • 1 • 1-"" / — r- - Ti PROPOSED TREE REMOVAL & MITIGATION 4 1. =D.5'SIOEIMIA.0CATiON TO K INS74110.7 ma CR.00 # Ietngttlent%rer" 4,$. J /'''' r• ' • .I. 171 U Fr ----_ ; -.... • . , .-4.MCPOSLO 10000 . ,„..: ...0• ....;:,.Ex11717,101074 .... —_L__„--_ • .,., ,,. ,, •:::4:VA•N i•• -ff-fIg KIKAK,--... .. ...---_,....-- —-L —.- ..-- yr. . •'...:.".'N ;+,.:VA,',_':V. —I T 7 I I SO 1 or.4, JIIII .0 .1_ I 00E0/0 1 I 54 ...A AO JII I I...; I .or • IT T1 ••• I • I I 17—T7777 11 4 I; I I I I ! . . L \.. / A . .. ..0005 140171C.11015 CR MULTI 1 Del, ._11.L-:-_/TECH TREE. 5217 •Ii(V ERCIREEft Oete .151-L_I...._ ..,-, tetC Numbe, Ea4,NCCI.... IMIRvoCEIL , 010010..k ROTES 70E Scale A' ,VoN IE&TGVTIES Pli. 2 31CARIWG NT $T 0- RIPING 15:0M She, i ••......., •• .-.. - RRECEDERCE OvER CRelteICAL As-Elect 5 0,5 - -,....—.,.. ...-,.....- .. 8ERRESE.7.710. ............. .............. •t, .. 61 CITY OF TIGARD Community(Devefopment Shaping (Better Community LAND USE PROPOSAL DESCRIPTION 120 DAYS = 4/6/2004 FILE NO.: SUBDIVISION (SUB) 2003.00013 FILE TITLE: KESSLER ESTATES II SUBDIVISION APPLICANT: Beacon Homes Northwest, Inc. Attn: Peter Kusyk PO Box 407 Wilsonville, OR 97070 OWNER: Julius B. Kessler, Trustee OWNER: Kenneth & Sheila Beagan 9425 SW Sattler Street 9495 SW Sattler Street Tigard, OR 97224 Tigard, OR 97224 REQUEST: The applicant is requesting Subdivision approval to subdivide two (2) existing parcels of approximately 2.52 acres, into 11 single-family residential lots ranging in size between 6,732 and 9,037 square feet. LOCATION: 9425 and 9495 SW Sattler Street; WCTM 2S111 DB, Tax Lots 13300 and 13100. ZONE: R-4.5: Low-Density Residential District. The R-4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.390, 18.430, 18.510, 18.705, 18.715, 18.745, 18.765, 18.790, 18.795 and 18.810. CIT AREA: South DECISION MAKING BODY: ❑ TYPE I ® TYPE II ❑ TYPE III ❑ TYPE IV DATE COMMENTS WERE SENT: DECEMBER 11, 2003 DATE COMMENTS ARE DUE: DECEMBER 26, 2003 ❑ HEARINGS OFFICER (MON.) DATE OF HEARING: TIME: 7:00 PM ❑ PLANNING COMMISSION (MON.) DATE OF HEARING: TIME: 7:30 PM ❑ CITY COUNCIL (TUES.) DATE OF HEARING: TIME: 7:30 PM ®STAFF DECISION (TENTATIVE) DATE OF DECISION: JANUARY 20, 2004 COMPONENTS RELATED TO THE PROJECT AVAILABLE FOR VIEWING IN THE PLANNING DIVISION III ® VICINITY MAP ® TREE PLAN UTILITY PLANS ® SITE PLAN ® GRADING PLANS ® IMPACT STUDY ® NARRATIVE ® DRAINAGE REPORT ® ARBORIST REPORT STAFF CONTACT: Morgan Tracy, Associate Planner (503) 639-4171, x2428 //iiaiollll,;;��ai,,:� Vijjjk CITY OF TIGARD OREGON August 22, 2003 Beacon Homes Northwest c/o Peter Kusyk PO Box 407 Wilsonville, OR 97070 RE: Completeness Review-Kessler Estates, Case File No. SUB2003-00013 Dear Mr. Kusyk: The City has received your application for Subdivision Review (SUB2003-00013) to create 12 residential lots ranging in size between 6,247 and 9,071 square feet. Staff has completed a preliminary review of the submittal materials and has determined that the following additional information is necessary before the application can be deemed complete: 1 . Application Form. I do not have a copy of the City's standard land use application form with the proper owner's signatures on it. 2. Copy of your neighborhood meeting affidavits is missing, I have the sign in sheet and minutes. 3. Copy of the pre-application notes. 4. Postage paid envelopes labeled with current property owners. 5. Tree protection program. You need to explain how and with what measures \d,t1 trees on site will be protected, and which trees will require removal to ,het a l, accommodate the improvements as well as the homes. If this removal results LO ` Y,nv in more than 25% of the 12" trees being removed, then a mitigation program cw64,1\.0\, is required. The largest question I have is with regard to the 16" maple along wh the proposed access to lots 24 and 25. rrull�' 6. Lot numbers. This is minor, but I believe the lot numbers should start at #17 to allow Tract "A" from Kessler No.1 to become lot #16. 7. Proposed access easement will not meet standards for public or private street frontage. This should be converted to a separate private street tract, or reconfigure the lots to provide 25 feet of street frontage. Note that a private street will require 24 feet of pavement and a 5 foot wide sidewalk. The sidewalk may be included within an easement. 8. Number of copies. We are already in receipt of 16 sets of your materials to date. Please submit 16 (full set) copies of your revised and new materials. 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 Include 3 copies of reduced (8 '/2" x 11") size plans for any plans that are changed. Once this additional information is submitted, staff will review the additional materials to determine if the application is complete. Once the application has been deemed complete, the formal comment and review process will begin, which typically takes 6 to 8 weeks. If you have any questions regarding this letter or your application, please don't hesitate to contact me at 639-4171, extension 2428. Sincerely, Morgan Tracy Associate Planner C: SUB2003-00008 Land Use File Jeff Bolton, Multi-Tech Engineering is\curpin\morgan\workspace\sub and pd\sub2003-00013(kessler estates no.2)\sub2003-00013 incomplete.doc PUBLIC FACILITY PLAN Project: Kessler Estates Phase 2 COMPLETENESS CHECKLIST Date: 08/08/03 GRADING ® Existing and proposed contours shown. _ ® Does proposed grading impact adjacent parcels? ❑ Yes No ® Adjacent parcel grades shown. STREET ISSUES ® Right-of-way clearly shown. ® Centerline of street(s) clearly shown. ® Street name(s) shown. ® Existing/proposed curb or edge of pavement shown. ® Street profiles shown. ® Future Street Plan: Must show street profiles, topo on adjacent parcel(s), etc. ❑ Traffic Impact Report NA ® Street grades compliant? Street widths dimensioned and appropriate? ❑ Private Streets? Less than 6 lots and width appropriate? ❑ Other: SANITARY SEWER ISSUES ❑ Existing/proposed lines shown. Sewer system should not be looped. Z Stubs to adjacent parcels required/shown? WATER ISSUES ® Existing/proposed lines w/sizes noted? ® Existing/proposed fire hydrants shown? ❑ Proposed meter location and size shown? Not shown ❑ Proposed fire protection system shown? NA STORM DRAINAGE AND WATER QUALITY ISSUES ® Existing/proposed lines shown? ® Preliminary sizing calcs for water quality/detention provided? ® Water quality/detention facility shown on plans? ❑ Area for facility match requirements from calcs? n/a ❑ Facility shown outside any wetland buffer? n/a Storm stubs to adjacent parcels required/shown? The submit al is hereby deemed ® COMPLETE ❑ INCOMPLETE By. Date: 08/08/03 REVISED: 08/08/03 V SAND USE APPLIC_ _(ION DatProject:_bf_ 405 Es COMPLETENESS REVIEW I I COMPLETE INCOMPLETE $TANDARD INFORMATION: �/ eed/Title/Proof Of Ownership 0 Neighborhood Mtg. Affirm id avits, Minu s, List Of Attendees (� Impact Study (18.390) USA Service Provider Letter} Construction Cost Estimate I6 _# Sets Of Application Materials/Plans 0 Pre-Application Conference Notes ® Envelopes With Postage (Verify Count) PROJECT STATISTICS: pit Building Footprint Size moh. % Of Landscaping On Site 0, % Of Building Impervious Surface On Site M/Lot Square Footage PLANS DIMENSIONED: Plik Building Footprint Parking Space Dimensions(Include Accessible&Bike Parking) Z:ii ruck Loading Space Where Applicable J1A Building Height Access Approach And Aisle L;? Visual Clearance Triangle Shown fas +>f' pu,*IisfrI &. ADDITIONAL PLANS: dVicinity Map OA Architectural Plan Tree Inventory [ff Existing Conditions Plan Landscape Plan (w( Site Plan Lighting Plan TREE P LAN/MITIGATION PLAN: ❑ _fiNGll r4 eN etit H❑ ADDITIONAL REPORTS: (list any special reports) ❑ ❑ ❑ ❑ ❑ ❑ RESPONSE TO APPLICABLE CODE SECTIONS: ❑ 18.330(Conditional use) ❑ 18.620(Tigard Triangle Design Standards) ❑ 18.765(Off-Street Parking/loading Requirement) ❑ 18.340(Directors Interpretation) ❑ 18.630(Washington Square Regional Center) ❑ 18.775(Sensitive Lands Review) ❑l, 18.350(Planned Development) ❑ 18.705(Accen/tgress/Gralabon) ❑ 18.780(Signs) ❑ 18.360(Site Development Renew) 0 18.710(Accessory Residential Unit) [ 18.785(Temporary Use Permit) ❑ 18.370(Yariances/Adjustment) ❑ 18.715(Density Computations) 18.790(Tree Removal) ❑ 18.380(Zoning Map/Text Amendment) ❑ 18.710(Design Compatibility Standards) ❑ 18.795(visual Clearance Areas) ❑ 18.385(Miscellaneous Permit) ❑ 18.725(Environmental Performance Standards) ❑ 18.797(Water Resources(WR)Overlay District) ❑ 18.390(Decision Making Procedures/Impaa Study) ❑ 1 8.730(Exceptions To Development Standards) ❑ 18-798(wirekss Communiabon facilities) ❑ 18.410(lot line Adjustment) ❑ 18.140(Histonc Overlay) ❑ 18.810(Street&Utility Improvement Standards) ❑ 18.420(land Partitions) ❑ 1 8.741(Home Occupation Permit) ❑ 18.430(Subdivisions) ❑ 18.745(landscaping&Screening Standards) ❑ 18.510(Residential Zoning Districts) ❑ 18.750(Manufactured/Mobil Home Regulations) ❑ 18.520(Commercial Ioning Districts) ❑ 18.755(Mixed Solid Waste/Recycling Storage) ❑ 18.530(Industrial Zoning Districts) ❑ 18.760(Nonconforming Situations) ADDITIONAL ITEMS: Ave.water% MfM VithondlittAlikft. Pe.rrK{116 do t4v'a di%rLLP acletre',S cri ictik,4 ppitco,A 1.dos./04‘05 /ile in a Apec4,1, 1:\curpinlmasters\revised\land use application completeness review.dot REVISED: 17-Jan-01 MULTII CONSULTANTS // 1155 13th Street, S.E. %jA/y �� TECH Salem, Oregon 97302 ENGINEERING SERVICES, INC. (503) 363-9227 August 29, 2003 Morgan Tracy RECEIVED City of Tigard 13125 SW Hall Blvd sn) 0 3 2003 Tigard, OR 97223 CITY OF TIGARD *`pIENG1NEERIN er G Re: Kessler Estates Phase 2 (File No. 2003-00013) Morgan, Per your August 22, 2003 letter you will find the following information as per your review of the Kessler Estates Phase 2 Application. 1. 16 copies of the signed application form is enclosed. 2. 16 copies of the affidavit for the neighborhood meeting is enclosed. 3. 16 copies of the pre-application notes are included from both engineering and planning. 4. Postage paid envelopes will be delivered to your office on September 3, 2003. 5. Our office will mitigate trees for this project. I have identified 5 trees that could be removed during the home and street construction. Walt Knapp will have his mitigation plan completed later this week and we shall then turn it into your office. This work will include verification of the trees, sizes and mitigation amounts, which will be implemented into the final construction plans. no',l9 O M tfrya�lD h r(u n 6. We have corrected the lot numbers, with Tract "A"being Lot# 15 from Phase 1. 7. The access easement has been identified as Tract B. 8. We have submitted 16 full size copies and 3 reduced copies of the preliminary plans for your review, we also modified the sanitary sewer If you need any further information or any clarification, please give me a call. Since ely, f We provide fu spectrum of engineering&related technical services Design,Coordination&Construction Management lQ 002 THE APPLICANT SHALL CERTI TH T: • If the application is granted, the applicant shall exercise the rights granted in accordance wit terms and subject to all the conditions and limitations of the approval. with the • All the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true; and the applicants so acknowledge that any permit issued, base on this application, map be revoked if it is found that any such statements are false. d • The applicant has read the entire contents of the application, including the policies and criteria and understands the requirements for approving or denying the application(s). C�x ne 1Vor b 3 SIGNATURES OF CH OWNER OF THE SUBJECT PROPERTY ARE REQUIRED. air. Owner's Slgnature 2 '�_ Date Owner's Signature date Owner's Signature Date Owner's Signature Date Owner's Signature Date Owner's Signature Date Owner's Signature Date ii' • AFFIDAVIT OF MAILIN,/POSTING NEIGHBORHOOu MEETING NOTICE •,ORTANLNOTICE: HE:APPLICANT 1S:REQUIRED TO MAIL THE (r0 �1R PX i , EIC�HBO a OI MEETING NOTICE THAT PERTAINS TO THIS AFFIliAVITAT4HEtAMMIIEVROPERTY OWNERS ARE Mit MAILED NOTICE, TO`_THE ADDRESS BELOW: City of Tigard Planning Division 13125 SW Hall Boulevard irkr,s : r Tigard, OR 97223-8189 • IN ADDITION, THE APPLICANT SHALL SUBMIT THIS AFFIDAVIT & CfOP.)ES OF ALL NOTICES AT THE TIME OF APPLICATION' MAILING: I, Je Bc, , being duly sworn, depose and say that on the 3 or day of Iecc.A k e r 20 o 2 , I caused to have mailed to each of the persons on the attached list, a notice of a meeting to discuss a proposed development at(or near) 9'33 S 5 J .54TTtcr I0r,ire , a copy of which notice so mailed is attached hereto and made a part of hereof. I further state that said notices were enclosed in envelopes plainly addressed to said persons and were deposited on the date indicated above in the United States Post Office located at with postage prepaid thereon. Signat : In the presence of a Notary Public) POSTING: I, 3c B. I1 - , do affirm that I am (represent) the party initiating interest in a proposed affecting the land locate at (state the approximate location(s) IF no address(s)and/or tai lots) currently registered) i 335 Sw Sr ti ec Or,Je and did on the 31' day of L&—. 'c' , 20 o2_, personally post notice indicating that the site may be proposed for a So b�.v.�:��/fhcriT7 application, and the time, date and place of a neighborhood meeting to discuss the proposal. !� The sign was posted at !q 3 3s- `•-' 5 tt L DIM (state location you posted notice on pro.•- • � Signature a presence of a Notary Public) (THIS SECTION FOR A STATE OF OREGON, NOTARY PUBLIC TO COMPLETE/NOTARIZE) STATE OF ) County of MA2t.01\1 ) ss. Subscribed and sworn/affirmed before me on the 21/1) day of 0- UUe , 20 03 . '?. OFFICIAL SEAL fir;,: +�: SUSAN J RYAN 144,;-+Y = NOTARY PUBLIC - OREGON (271Pad COMMISSION NO 350365 rawoESSEP.ao,wos NOTARY PUBLIC •F OREGON Commissio • pines: Applicant, please complete the information below: NAME OF PROJECT OR PROPOSED DEVELOPMENT: TYPE OF PROPOSED DEVELOPMENT: Address or General Location of Subject Property: Subject Property Tax Map(s)and Lot#(s): _ h:tloginkpattyln asterslafrdavit of maiing-posting neighborhood meeting.doc TRANSMITTAL From: Jeff Bolton Multi/Tech Engineering 1155 13th Street SE ECEl�ED Salem, OR 97302 R Phone: (503) 363-9227 °CI 2 3 2003 Fax: (503) 364-1260 0P TIGARD e-mail: jcb @multitech.ws rumstwelc"31 KERING To: Morgan Tracy - City of Tigard Date: October 23, 2003 Regarding: Kessler Estates Phase 2 - SUB2003-00013 Job Number: 4217 Morgan, Enclosed you will find the final tree information for the Kessler Estates Phase 2 submittal for Land Use. You will find 16 copies of the tree report of Walt Knapp (Arborist) and copies of the revised tree plan including the reduced copies. Our office will need to work with the City of Tigard Forester for the mitigation of the trees for this phase of the project. This completes the Land Use Application for Kessler Estates Phase 2. Please note that the Phase 1 plans are currently being reviewed and we have added the walkway requirements into these plans. If your of need of any clarification or have any questions, please do not hesitate to give me a call. (Thi 1 TRANSMITTAL From: Jeff Bolton Multi/Tech Engineering 1155 13th Street SE Salem, OR 97302 V _ Phone: (503) 363-9227 NOV 2 Fax: (503) 364-1260 oop ?00 3 e-mail: jcb@multitech.ws piNFF%NG To: Morgan Tracy - City of Tigard Date: November 24, 2003 Regarding: Kessler Estates Phase 2 Job Number: 4217 Morgan, Enclosed you will find 16 full size copies of the revised Kessler Phase 2 plans located on Sattler Street for Beacon Homes. I have also included one 8.5" x 11" reduced copy for your use. I have also included a plat for the entire development. We have revised the lots to achieve the 7,500 square footage average as required. Please complete the Land Use Application process as soon as possible. 12/04/03 09:14 FAX 503 364 1260 MULTI-TECH ENG 11001 FAX RECEIVED OF 0 3 2003 CITY OF TIGARD PLANNING/ENGINEERING From: Jeff Bolton Multi/Tech Engineering 1155 13th Street SE Salem, OR 97302 Phone: (503) 363-9227 Fax: (503) 364-1260 e-mail: jcb @multitech.wi To: Morgan Tracy - City of Tigard Community Development Fax: 598-1960 Date: December 4, 2003 Regarding: Kessler Estates Phase 2 - Subdivision 2003-00013 Job Number: 4217 Pages: 2 Morgan, Per our phone conversation earlier this week... The following is a copy of the front page of the Land Use Appliction for Kessler Estates Phase 2. FYI - Our office has modified the right-of-way on both phases of Kessler. The plat and construction plans have had the sidewalk easement removed in the two locations previously shown. Cal] if you need anything further. C7 , / g,i' CITY OF TIGARD OREGON December 8, 2003 Beacon Homes Northwest c/o Peter Kusyk PO Box 407 Wilsonville, OR 97070 RE: Completeness Review-Kessler Estates, Case File No. SUB2003-00013 Dear Mr. Kusyk: The city has received revised application materials reflecting the changes necessary to bring the average proposed lot size into conformance with the City's Development Code. Staff determined that this revision represented a significant change in the application materials and therefore for the purposes of calculating the 120 rule, and beginning the review process, the date of this letter will serve as your new completeness date. The estimated time for rendering a decision from the date an application is deemed complete is 6-8 weeks. If you have any questions regarding your application, please don't hesitate to contact me at (503) 639-4171 ext. 2428. Sincerely, Morgan Tracy, AICP Associate Planner C: SUB2003-00013 Land Use File Jeff Bolton, Multi-Tech Engineering 1:\curpin\morgan\workspace\sub and pd\sub2003-00013(kessler estates no.2)\sub2003-00013 2nd complete letter.doc 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD(503) 684-2772 PRE - APPLICATION CONFERENCE NOTES • CITY +D TIGARD 1�t i�r PREAPPLICATION CONf[RENCB NOI S 1 Sfrapiig* euerCommunity (Pre-A,poplication t1eefn�g: otes are Valid for 1ix=(6a Months) RESIDENTIAL Fi f'Fi?MG DIE 11/ Tan-- - -- - TIVAITFEAR - t= APPLICANT: act 1 0,1 Nely AGENT: Phone: (co-s) 97O OK Phone: ( ) PROPERTY LOCATION: ADDRESS/GENERAL LOCATION: 9335 5W SLAf Lex TAX MAP(S)/LOT #(S): 2s I! I PB i 31 c01 13300, r9-100 ,'_r ! NECESSARY APPLICATIONS: cv13 (�,,I,t t5,o,�) k{so - av, f fi��b1,et( ( t )to{- h € !>*cikArt4 (Zo t-P)-tot c tut,& • PROPOSAL DESCRIPTION: 3S i Svbcii uisiw COMPREHENSIVE PLAN J MAP DESIGNATION: Lo,✓ L�hsi Re t -ta� ZONING MAP DESIGNATION: R II. 5 CITIZEN INVOLVEMENT TEAM (C.I.T.)AREA: ZONING DISTRICT DIMENSIONAL REQUIREMENTS (Refer to Code Section 18. She ) sfR MINIMUM LOT SIZE: 75'0 sq. ft. Average Min. lot width: 5o ft( Max. building height: 36 ft. Setbacks: Front Zv ft. Side 5 ft. Rear IS ft. Corner t5 ft. from street. MAXIMUM SITE COVERAGE: / % Minimum landscaped or natural vegetation area: l %. GARAGES: -la ft. NEIGHBORHOOD MEETING (Refer to the Neighborhood Meeting Handout) THE APPLICANT SHALL NOTIFY ALL PROPERTY OWNERS WITHIN 500 FEET, THE MEMBERS OF ANY LAND USE SUBCOMMITTEE(S), AND THE CITY OF TIGARD PLANNING DIVISION, of their proposal. A minimum of two (2) weeks between the mailing date and the meeting date is required. Please review the Land Use Notification handout concerning site posting and the meeting notice. Meeting is to be held prior to submitting your application or the application will not be accepted. * NOTE: In order to also preliminarily address building code standards, a meeting with a Plans Examiner is encouraged prior to submittal of a land use application. CITY OF TIGARD Pre-Application Conference Notes Page 1 of 9 Residential Apprication/Pl:nninq Division Section • NARRATIVE (Refer to Code Chapter 18.390) The APPLICANT SHALL SUBMIT A NARRATIVE which provides findings based on the applicable approval standards. Failure to provide a narrative or adequately address criteria would be reason to consider an application incomplete and delay review of the proposal. The applicant should review the code for applicable criteria. [IMPACT STUDY (Refer to Code Sections 18.390.040 and 18.390.050) As a part of the APPLICATION SUBMITTAL REQUIREMENTS, applicants are required to INCLUDE AN IMPACT STUDY with their submittal package. The impact study shall quantify the effect of the development on public facilities and services. The study shall address, at a minimum, the transportation system, including bikeways, the drainage system, the parks system, the water system, the sewer system and the noise impacts of the development. For each public facility system and type of impact, the study shall propose improvements necessary to meet City standards, and to minimize the impact of the development on the public at large, public facilities systems, and affected private property users. In situations where the Community Development Code requires the dedication of real property interests, the applicant shall either specifically concur with the dedication requirement, or provide evidence which supports the conclusion that the real property dedication requirement is not roughly proportional to the projected impacts of the development. I1 ACCESS (Refer to Chapters 18.105 and 18.765) Minimum number of accesses: I 15'14/ r 1-z- Minimum access width: Minimum pavement width: I jV`w PU ? I I WALKWAY REQUIREMENTS (Refer to Code Chapter 18305) Within all ATTACHED HOUSING (except two-family dwellings) and multi-family developments, each residential dwelling SHALL BE CONNECTED BY WALKWAY TO THE VEHICULAR PARKING AREA, COMMON OPEN SPACE AND RECREATION FACILITIES. Ir RESIDENTIAL DENSITY CALCULATION (Refer to Code Chapter 18.715)-SEE EXAMPLE BELOW. The NET RESIDENTIAL UNITS ALLOWED on a particular site may be calculated by dividing the net area of the developable land by the minimum number of square feet required per dwelling unit as specified by the applicable zoning designation. Net development area is calculated by subtracting the following land area(s) from the gross site area: bet5t t 04 '•14-1 All sensitive lands areas including: _ p% <<45ad-, el (VDU/ ➢ Land within the 100-year floodplain; ➢ Slopes exceeding 25%; I c) 6!43 5 ➢ Drainageways; and • Wetlands for the R-1, R-2, R-3.5, R-4.5 and R-7 zoning districts.- 7, 5 0 Public right-of-wav dedication: ZS(. ,-kit,), ➢ Single-family allocate 20% of gross acres for public facilities; or ➢ Multi-family allocate 15% of gross acres for public facilities; or 2-0 (e l-c t,4 ➢ If available, the actual public facility square footage can be used for deduction. • I EXAMPLE OF RESIDENTIAL DENSITY CALCULATIONS: EXAMPLE: USING A ONE ACRE SITE IN THE R-12 ZONE(3,050 MINIMUM LOT SIZE)WITH NO DEDUCTION FOR SENSITIVE LANDS Single-Family Multi-Family 43,560 sq.ft. of gross site area 43,560 sq.ft. of gross site area 8,712 sq. ft. (20%)for public right-of-way 6.534 sq. ft. (15%)for public right-of-way NET: 34,848 square feet NET: 37,026 square feet 3,050 (minimum lot area) - 3,050(minimum lot area) = 114 Units Per Acre = 12.1 Units Per Acre *The Development Code requires that the net site area exist for the next whole dwelling unit NO ROUNDING UP IS PERMITTER. *Minimum Project Density Is 80%at the maximum allowed density.TO DETERMINE THIS STANDARD, MULTIPLY THE MAXIMUM NUMBER OF UNITS BY.1. CITY OF TIGARD Pre-Application Conference Notes Page 2 of 9 Residen6a[App[K;a6onil honing Division Seaton [ SPECIAL SETBACKS [Refer to Code Section 183301 STREETS: feet from the centerline of Y FLAG LOT: A TEN (10)-FOOT SIDE YARD SETBACK applies to all primary structures. Y ZERO LOT LINE LOTS: A minimum of a ten (10)-foot separation shall be maintained between each dwelling unit or garage. MULTI-FAMILY RESIDENTIAL building separation standards apply within multiple-family residential developments. ACCESSORY STRUCTURES UP TO 528 SQUARE FEET in size may be permitted on lots less than 2.5 acres in size. Five (5)-foot minimum setback from side and rear lot lines. ACCESSORY STRUCTURE UP TO 1,000 SQUARE FEET on parcels of at least 2.5 acres in size. [See applicable zoning district for the primary structures'setback requirements.1 [ I FLAG LOT BUILDING HEIGHT PROVISIONS [Refer to Code Chapter 18.7301 MAXIMUM HEIGHT OF 11/2 STORIES or 25 feet, whichever is less in most zones; 2Y2 stories, or 35 feet in R-7, R-12, R-25 or R-40 zones provided that the standards of Section 18.730.010.C.2 are satisfied. }( y [,I L 1,64414 s�tOd��a � s��} ❑ BUFFERING AND SCREENING [Refer to Code Chapter 18.7451 In order TO INCREASE PRIVACY AND TO EITHER REDUCE OR ELIMINATE ADVERSE NOISE OR VISUAL IMPACTS between adjacent developments, especially between different land uses, the CITY REQUIRES LANDSCAPED BUFFER AREAS along certain site perimeters. Required buffer areas are described by the Code in terms of width. Buffer areas must be occupied by a mixture of deciduous and evergreen trees and shrubs and must also achieve a balance between vertical and horizontal plantings. Site obscuring screens or fences may also be required; these are often advisable even if not required by the Code. The required buffer areas may only be occupied by vegetation, fences, utilities, and walkways. Additional information on required buffer area materials and sizes may be found in the Development Code. The ESTIMATED REQUIRED BUFFERS applicable to yourproposal area is: Buffer Level along north boundary. Buffer Level along east boundary. Buffer Level along north boundary. Buffer Level along east boundary. IN ADDITION, SIGHT OBSCURING SCREENING IS REQUIRED ALONG: ►'� LANDSCAPING [Refer to Code Chapters 18.745,18.765 and 18.7051 STREET TREES ARE REQUIRED FOR ALL DEVELOPMENTS FRONTING ON A PUBLIC OR PRIVATE STREET as well as driveways which are more than 100 feet in length. Street trees must be placed either within the public right-of-way or on private property within six (6) feet of the right-of- way boundary. Street trees must have a minimum caliper of at least two (2) inches when measured four (4) feet above grade. Street trees should be spaced 20 to 40 feet apart depending on the branching width of the proposed tree species at maturity. Further information on regulations affecting street trees may be obtained from the Planning Division. A MINIMUM OF ONE (1) TREE FOR EVERY SEVEN (7) PARKING SPACES MUST BE PLANTED in and around all parking areas in order to provide a vegetative canopy effect. Landscaped parking areas shall include special design features which effectively screen the parking lot areas from view. [RECYCLING [Refer to Code Chapter 18.7551 Applicant should CONTACT FRANCHISE HAULER FOR REVIEW AND APPROVAL OF SITE SERVICING COMPATIBILITY. Locating a trash/recycling enclosure within a dear vision area such as at the intersection of two (2) driveways within a parking lot is prohibited. Much of Tigard is within Pride Disposal's Service area. Lenny Hing is the contact person and can be reached at (503) 625-6177. CITY OF TIGARD Pre-Application Conference Notes Page 3 of 9 Resident;.i Appfication/Planning Division Suction • at PARKING (Refer to Code Chapters 18.765 it 18.7051 ALL PARKING AREAS AND DRIVEWAYS MUST BE PAVED. ).> Single-family Requires: One 1 off-street parking space per dwelling unit; and ne er unit less than 500 square feet. ➢ Multiple-family Requires: 1.25 spaces per unit for 1 bedroom; 1.5 spaces per unit for 2 bedrooms; and 1.75 spaces per unit for 3 bedrooms. Multi-family dwelling units with more than ten (10) required spaces shall provide parking for the use of guests and shall consist of 15% of the total required parking. NO MORE THAN 50% OF REQUIRED SPACES MAY BE DESIGNATED AND/OR DIMENSIONED AS COMPACT SPACES. Parking stalls shall be dimensioned as follows: ➢ Standard parking space dimensions: 8 feet. 6 inches X 18 feet, 6 inches. ➢ Compact parking space dimensions: 7 feet. 6 inches X 16 feet, 6 inches. ➢ Handicapped parking: All parking areas shall provide appropriately located and dimensioned disabled person parking spaces. The minimum number of disabled person parking spaces to be provided, as well as the parking stall dimensions, are mandated by the Americans with Disabilities Act (ADA). A handout is available upon request. A handicapped parking space symbol shall be painted on the parking space surface and an appropriate sign shall be posted. ❑ BICYCLE RACKS [Refer to Code Section 18.7651 BICYCLE RACKS are required FOR MULTI-FAMILY, COMMERCIAL AND INDUSTRIAL DEVELOPMENTS. Bicycle racks shall be located in areas protected from automobile traffic and in convenient locations. j SENSITIVE LANDS (Refer to Code Chapter 18.715) The Code provides REGULATIONS FOR LANDS WHICH ARE POTENTIALLY UNSUITABLE FOR DEVELOPMENT DUE TO AREAS WITHIN THE 100-YEAR FLOODPLAIN, NATURAL DRAINAGEWAYS, WETLAND AREAS, ON SLOPES IN EXCESS OF 25 PERCENT, OR ON UNSTABLE GROUND. Staff will attempt to preliminary identify sensitive lands areas at the pre- application conference based on available information. HOWEVER, the responsibility to precisely identify sensitive land areas, and their boundaries, is the responsibility of the applicant. Areas meeting the definitions of sensitive lands must be dearly indicated on plans submitted with the development application. Chapter 18.775 also provides regulations for the use, protection, or modification of sensitive lands areas. RESIDENTIAL DEVELOPMENT IS PROHIBITED WITHIN FLOODPLAINS. I I STEEP SLOPES (Refer to Code Section 18.T15.070.C1 When STEEP SLOPES exist, prior to issuance of a final order, a geotechnical report must be submitted which addresses the approval standards of the Tigard Community Development Code Section 18.775.080.C. The report shall be based upon field exploration and investigation and shall include specific recommendations for achieving the requirements of Section 18.775.080.C. I( CLEANWATER SERVICES(CWSI BUFFER STANDARDS (Refer to R a 0 96-44/USA Regulations-Chapter 31 LAND DEVELOPMENT ADJACENT TO SENSITIVE AREAS shall preserve and maintain or create a vegetated corridor for a buffer wide enough to protect the water quality functioning of the sensitive area. Design Criteria: The VEGETATED CORRIDOR WIDTH is dependent on the sensitive area. The following table identifies the required widths: CITY OF TIGARD Pre-Application Conference Notes Page 4 of 9 Residential Appficabo&Plnnirg f ision Section TABLE 3.1 VEGETATED CORRIDOR WIDTHS SOURCE: CWS DESIGN AND CONSTRUCTION STANDARDS MANUAURESOLUTION&ORDER 96-44 <y R . . € , c A`v! O VEGETATED ' SENSIT1VEyAREA C�3Ff ®N' '3 <y�� . '� R� ®RAPER SIDE • Streams with intermittent flow draining: <25% 15 feet 0 10 to <50 acres >50 to <100 acres 25 feet • Existing or created wetlands <0.5 acre 25 feet • Existing or created wetlands >0.5 acre <25% 50 feet • Rivers, streams, and springs with year-round flow • Streams with intermittent flow draining >100 acres • Natural lakes and ponds • Streams with intermittent flow draining: >25% 10 to <50 acres 30 feet >50 to <100 acres 50 feet • Existing or created wetlands >25% Variable from 50-200 feet. Measure • Rivers, streams, and springs with year-round flow in 25-foot increments from the starting • Streams with intermittent flow draining >100 acres point to the top of ravine(break in • Natural lakes and ponds <25%slope), add 35 feet past the top of ravine' Starting point for measurement = edge of the defined channel (bankful flow) for streams/rivers, delineated wetland boundary, delineated spring boundary, and/or average high water for lakes or ponds,whichever offers greatest resource protection. Intermittent springs, located a minimum of 15 feet within the river/stream or wetland vegetated corridor,shall not serve as a starting point for measurement_ 2Vegetated corridor averaging or reduction is allowed only when the vegetated corridor is certified to be in a marginal or degraded condition. 3The vegetated corridor extends 35 feet from the top of the ravine and sets the outer boundary of the vegetated corridor. The 35 feet may be reduced to 15 feet,if a stamped geotechnical report confirms slope stability shall be maintained with the reduced setback from the top of ravine. Restrictions in the Vegetate Corridor: NO structures, development, construction activities, gardens, lawns, application of chemicals, dumping of any materials of any kind, or other activities shall be permitted which otherwise detract from the water quality protection provided by the vegetated corridor, except as provided for in the USA Design and Construction Standards. Location of Vegetated Corridor: IN ANY RESIDENTIAL DEVELOPMENT WHICH CREATES MULTIPLE PARCELS or lots intended for separate ownership, such as a subdivision, the vegetated corridor shall be contained in a separate tract, and shall not be a part of any parcel to be used for the construction of a dwelling unit. �—� CWS Service Provider Letter: PRIOR TO SUBMITTAL of any land use applications, the applicant must obtain a CWS Service Provider Letter which will outline the conditions necessary to comply with the R&O 96-44 sensitive area requirements. If there are no sensitive areas, CWS must still issue a letter stating a CWS Service Provider Letter is not required. (1 SIGNS (Refer to Code Chapter 18.780) SIGN PERMITS MUST BE OBTAINED PRIOR TO INSTALLATION OF ANY SIGN in the City of Tigard. A "Guidelines for Sign Permits" handout is available upon request. Additional sign area or height beyond Code standards may be permitted if the sign proposal is reviewed as part of a development review application. Alternatively, a Sign Code Exception application may be filed for Director's review. Xf TREE REMOVAL PLAN REQUIREMENTS [Refer to Code Section 18.790.030.CJ A TREE PLAN FOR THE PLANTING, REMOVAL AND PROTECTION OF TREES prepared by a certified arborist shall be provided for any lot, parcel or combination of lots or parcels for which a development application for a subdivision, partition, site development review, planned development, or conditional use is filed. Protection is preferred over removal where possible. GITY OF TIGARD Pre-Application Conference Notes Page 5 of 9 Residential Appfcationh'arming Davison Sec.-4on THE TREE PLAN SHALL INCLUDE the following: ➢ Identification of the location, size, species, and condition of all existing trees greater than 6- inch caliper. ➢ Identification of a program to save existing trees or mitigate tree removal over 12 inches in caliper. Mitigation must follow the replacement guidelines of Section 18.790.060.D according to the following standards and shall be exclusive of trees required by other development code provisions for landscaping, streets and parking lots: • Retainage of less than 25% of existing trees over 12 inches in caliper requires a mitigation program according to Section 18.150.070.D. of no net loss of trees; • Retainage of from 25 to 50% of existing trees over 12 inches in caliper requires that two-thirds of the trees to be removed be mitigated according to Section 18.790.060.D.; • Retainage of from 50 to 75% of existing trees over 12 inches in caliper requires that 50% of the trees to be removed be mitigated according to Section 18.790.060.D.; • Retainage of 75% or greater of existing trees over 12 inches in caliper requires no mitigation; ➢ Identification of all trees which are proposed to be removed; and ➢ A protection program defining standards and methods that will be used by the applicant to protect trees during and after construction. TREES REMOVED WITHIN THE PERIOD OF ONE (1) YEAR PRIOR TO A DEVELOPMENT APPLICATION LISTED ABOVE will be inventoried as part of the tree plan above and will be replaced according to Section 18.790.060.D. Er MITIGATION (Refer to Code Section 18.790.060.E1 REPLACEMENT OF A TREE shall take place according to the following guidelines: ➢ A replacement tree shall be a substantially similar species considering site characteristics. ➢ If a replacement tree of the species of the tree removed or damages is not reasonably available, the Director may allow replacement with a different species of equivalent natural resource value. ➢ If a replacement tree of the size cut is not reasonably available on the local market or would not be viable, the Director shall require replacement with more than one tree in accordance with the following formula: The number of replacement trees required shall be determined by dividing the estimated caliper size of the tree removed or damaged, by the caliper size of the largest reasonably available replacement trees. If this number of trees cannot be viably located on the subject property, the Director may require one (1) or more replacement trees to be planted on other property within the city, either public property or, with the consent of the owner, private property. ➢ The planting of a replacement tree shall take place in a manner reasonably calculated to allow growth to maturity. IN LIEU OF TREE REPLACEMENT under Subsection D of this section, a party may, with the consent of the Director, elect to compensate the City for its costs in performing such tree replacement. CLEAR VISION AREA [Refer to Code Chapter 18.7951 The City requires that CLEAR VISION AREAS BE MAINTAINED BETWEEN THREE (3) AND EIGHT (8) FEET IN HEIGHT at road/driveway, road/railroad, and road/road intersections. The size of the required clear vision area depends upon the abutting street's functional classification and any existing obstructions within the clear vision area. The applicant shall show the clear vision areas on the site plan, and identify any obstructions in these areas. CITY OF TIGARD Pre-Application Conference Notes Page 6 of 9 Residential nppkcafi«,m+anning Division Sec6ai FUTURE STREET PLAN AND EXTENSION OF STREETS (Refer to Code Section 18.810.030.FJ A FUTURE STREET PLAN shall: _Nn Be filed by the applicant in conjunction with an application for a subdivision or partition. The P t plan shall show the pattern of existing and proposed future streets from the boundaries of the proposed land division and shall include boundaries of the proposed land division and shall include other parcels within 200 feet surrounding and adjacent to the proposed land division. Identify existing or proposed bus routes, pullouts or other transit facilities, bicycle routes and pedestrian facilities on or within 500 feet of the site. Where necessary to give access or permit a satisfactory future division of adjoining land, streets shall be extended to the boundary lines of the tract to be developed. [' ADDITIONAL LOT DIMENSIONAL REQUIREMENTS (Refer to Code Section 18.810.0601 MINIMUM LOT FRONTAGE: 25 feet unless lot is created through the minor land partition process. Lots created as part of a partition must have a minimum of 15 feet of frontage or have a minimum 15-foot wide access easement. The DEPTH OF ALL LOTS SHALL NOT EXCEED 2% TIMES THE AVERAGE WIDTH, unless the parcel is less than 11/2 times the minimum lot size of the applicable zoning district. &r BLOCKS (Refer to Code Section 18.810.0901 -a,i00 The perimeter of BLOCKS FORMED BY STREETS SHALL NOT EXCEED 4.890. FEET measured along the right-of-way center line except where street location is precluded by natural topography, wetlands or other bodies of water or, pre-existing development. When block lengths greater than 330 feet are permitted, pedestrian/bikeways shall be provided through the block. CODE CHAPTERS ______ 18.330(Conditional Use) 18.620(Tigard Triangle Design Standards) l/ 18.765(Off-Street Parking/Loading Requirements) 18.340(Director's Interpretation) r,18.630(Washington Square Regional Center) 18.775(Sensitive Lands Review) 18.350(Planned Development) 18.705(Access/Egress/Circulation) - 18.780(Signs) - 18.360(Site Development Review) 18.710(Accessory Residential Units) 18.785(Temporary use Pennies) 18.370(Variances/Adjustments) V 18.715(Density Computations) 18.790(Tree Removal) 18.380(Zoning Map/Text Amendments) 18.720(Design Compatibility Standards) 18.795(usual clearance Areas) 18.385(Miscellaneous Permits) _ 18.725(Environmental Performance Standards) /18.798(wireless Communication Facilities) _11 18.390(Decision Making Procedures/Impact Study) 18.730(Exceptions To Development Standards) _ 18.810(Street&Utility Improvement Standards) 18.410(Lot tine Adjustments) 18.740(Historic Overlay) 'l 8.420(Land Partitions) /18.742(Home occupation Permits) V/18.430(subdivisions) r/ 18.745(Landscaping&screening Standards) V 18.510(Residential Zoning District) 18.750(Manufadured/Mobl Home Regulations) - 18.520(Coniniercial zoning-Dist-ids) 18.755(Mixed solid WasteiRecydirg Storage) - 18.530(Industrial Zoning Districts) 18.760(Nonconforming Situations) CITY OF TIGARD Pre-Application Conference Notes Page 7 of 9 Residenfial Am/warm/Planning Division Section ADDITIONAL CONCERNS OR COMMENTS: 0r e l (-,v1"51 Z�j 540.9 (( Crw- - wt n i15-a7 - (6,G7�5 �• t ha ix-va yt J / 7r oo) Lod X61I ituS Np Aon717.. II // ''JJ / (��•�LLr A-l\/�.((( Coa�r y�,rw DVi doc4 'wF CAP ''LSL1 p'e- j 1u/i b /n l rt Z?' 4Y T'lon c5,c., refit a' i ig) A—'c c- wa iu1, vQ di ? S yo� 1.1c...-a, -or - Ar to n , `.,y fj4.., et-e-L&I •. . . f v 1 f 7 Zoe at&Ale- 4/ t4 ct-S it) R-7 6.44p FictA fL P O m 1,454-%/ , /14(-41.144- C) 44 1\e-4(444144 PROCEDURE ,f Administrative Staff Review. Public hearing before the Land Use Hearings Officer. Public hearing before the Planning Commission. Public hearing before the Planning Commission with the Commission making a recommendation on the proposal to the City Council. An additional public hearing shall be held by the City Council. APPLICATION SUBMITTAL PROCESS All APPLICATLONS MUST BE ACCEPTED BY A PLANNING DIVISION STAFF MEMBER of the Community Development Department at Tigard City Hall offices. PLEASE NOTE: Applications submitted by mail or dropped off at the counter without Planning Division acceptance may be returned. The Planning counter closes at 4:00 PM. Maps submitted with an application shall be folded IN ADVANCE to 8.5 by 11 inches. One (1), 81/2' x 11" map of a proposed project should be submitted for attachment to the staff report or administrative decision. Application with unfolded maps shall not be accepted. The Planning Division and Engineering Department will perform a preliminary review of the application and will determine whether an application is complete within 30 days of the counter submittal. Staff will notify the applicant if additional information or additional copies of the submitted materials are required. CITY OF TIGARD Pre-Application Conference Notes Page 8 of 9 Residential Appficationfi fanning Divisbn Se ion The administrative decision or public hearing will typically occur approximately 45 to 60 days after an application is accepted as being complete by the Planning Division. Applications involving difficult or protracted issues or requiring review by other jurisdictions may take additional time to review. Written recommendations from the Planning staff are issued seven (7) days prior to the public hearing. A 10-day public appeal,period follow all land use decisions. An appeal on this matter would be heard by the Tigard f1ev-rt 44 p cc.J . A basic flow chart which illustrates the review process is available from the Planning Division upon request. Land use applications requiring a public hearing must have notice posted on-site by the applicant no less than 10 days prior to the public hearing. This PRE-APPLICATION CONFERENCE AND THE NOTES OF THE CONFERENCE ARE INTENDED TO INFORM the prospective applicant of the primary Community Development Code requirements applicable to the potential development of a particular site and to allow the City staff and prospective applicant to discuss the opportunities and constraints affecting development of the site. SUBDIVISION PLAT NAME RESERVATION [County Surveyor's Office: 503-648-88841 PRIOR TO SUBMITTING A SUBDIVISION LAND USE APPLICATION with the City of Tigard, applicants are required to complete and file a subdivision plat naming request with the Washington County Surveyor's Office in order to obtain approval/reservation for any subdivision name. Applications will not be accepted as complete until the City receives the faxed confirmation of approval from the County of the Subdivision Name Reservation. BUILDING PERMITS PLANS FOR BUILDING AND OTHER RELATED PERMITS WILL NOT BE ACCEPTED FOR REVIEW UNTIL A LAND USE APPROVAL HAS BEEN ISSUED. Final inspection approvals by the Building Division will not be granted until there is compliance with all conditions of development approval. These pre-application notes do not include comments from the Building Division. For proposed buildings or modifications to existing buildings, it is recommended to contact a Building Division Plans Examiner to determine if there are building code issues that would prevent the structure from being constructed, as proposed. Additionally, with regard to Subdivisions and Minor Land Partitions where any structure to be demolished has system development charge (SDC) credits and the underlying parcel for that structure will be eliminated when the new plat is recorded, the City's policy is to apply those system development credits to the first building permit issued in the development (UNLESS OTHERWISE DIRECTED BY THE DEVELOPER AT THE TIME THE DEMOLITION PERMIT IS OBTAINED). PLEASE NOTE: The conference and notes cannot cover all Code requirements and aspects related to site planning that should apply to the development of your site plan. Failure of the staff to provide information required by the Code shall not constitute a waiver of the applicable standards or requirements. It is recommended that a prospective applicant either obtain and read the Community Development Code or ask any questions of City staffrelative to Code requirements prior to submitting an application. AN ADDITIONAL PRE-APPLICATION FEE AND CONFERENCE WILL BE REQUIRED IF AN APPLICATION PERTAINING TO THIS PRE-APPLICATION CONFERENCE IS SUBMITTED AFTER A PERIOD OF MORE THAN SIX (6) MONTHS FOLLOWING THIS CONFERENCE (unless deemed as unnecessary by the Planning Division). PREPARED BY: 1 4o✓'g 44.4 A-c CITY OF TIGARD"PIANNING DIVISIO" - STAFF PERSON HOLDING PRE-APP. MEETING PHONE: (503) 639-4171 FAX: (503) 684-7297 E-MAIL (staffs first name)@ci.tigard.or.us TITLE 18(CITY OF TIGARD'S COMMUNITY DEVELOPMENT CODE)INTERNET ADDRESS: www.ci-tigard.or.us H:\pattyn asters\Pre-App Notes Residential.doc Updated: 26-Jun-02 (Engineering section:preapp.eng) CITY OF TIGARD Pre-Application Conference Notes Page 9 of 9 RestdenfiA Appficcabon/Planning Division section • CITY OF TIGARD LAND USE APPLICATION CHECKLIST Please read this form carefully in conjunction with the notes provided to you at the pre-application conference. This checklist identifies what is required for submittal of a complete land use application. Once an application is deemed complete by Community Development staff, a decision may be issued within 6-8 weeks. If you have additional questions after reviewing all of the information provided to you, please contact the staff person named below at the City of Tigard Planning Division, 503.6394171. Staff: MDT-4 iu7 Date: I(/7/o2- 1. BASIC INFORMATION Please refer to the"Land use applications basic submittal requirements"checklist for the basic submittal requirements. 2. SPECIAL STUDIES AND REPORTS Because of the nature of your project and/or the site you propose to develop, THE FOLLOWING ADDITIONAL STUDIES WILL BE REQUIRED. These studies must be prepared by certified professionals with experience in the appropriate field: Arborist Report/Tree Assessment ❑ Local Streets Traffic Study ❑ Wetlands/Stream Corridor Delineation and Report ❑ Habitat Area Evaluation ❑ Geotechnical Report ❑ Geotechnical Report must address liquefaction potential and soil bearing capacity ❑ Other 3. PREPARING PLANS AND MAPS Plans and maps should be prepared at an engineering scale (1" = 10/20/50/100/200') and include a north arrow, legend and date. The same scale should be used for all your plans. Where possible the City prefers the use of a scale that allows a site plan or subdivision plat to be shown on a single sheet. Architectural drawings may be prepared at an architectural scale. One copy of each plan must be submitted in photo-ready 8% x 11 format. THE FOLLOWING IS A LIST OF REQUIRED INFORMATION FOR EACH TYPE OF PLAN (If the plans you submit do not include all of the information requested because you feel it is not applicable, please indicate this and provide a brief explanation). Vicinity Map Showing the location of the site in relation to: • Adjacent properties ❑ • Surrounding street system including nearby intersections ❑ • Pedestrian ways and bikeways ❑ • Transit stops ❑ • Utility access ❑ City of Tigard Land Use Application Checklist Page 1 of 4 hapattylmastersldiecklist_doc (UPDATED: 26-Jun-02) • 'Existing Conditions Map Parcel boundaries, dimensions and gross area ❑ Contour lines (2' intervals for 0-10% slopes or 5' for slopes >10%) ❑ Drainage patterns and courses on the site and on adjacent lands ❑ Potential natural hazard areas including: • Floodplain areas ❑ • Areas having a high seasonal water table within 24"of the surface for three or more weeks of the year ❑ ♦ Slopes in excess of 25% ❑ ♦ Unstable ground ❑ • Areas with severe soil erosion potential ❑ • Areas having severely weak foundation soils El • Locations of resource areas including: • Wildlife habitat areas identified in the Comprehensive Plan ❑ • Wetlands ❑ Other site features: ♦ Rock outcroppings ❑ ♦ Trees with>_6"caliper measured 4' from ground level El Location and type of noise sources ❑ Locations of existing structures and their uses ❑ Locations of existing utilities and easements ❑ Locations of existing dedicated right-of-ways ❑ Locations of driveways on adjacent properties and across the street El /Subdivision Preliminary Plat Map The proposed name of the subdivision ❑ Vicinity map showing property's relationship to arterial and collector streets LI Names, addresses and telephone numbers of the owner, developer, engineer surveyor and designer(as applicable) ❑ Scale, north arrow and date ❑ Boundary lines of tract to be subdivided Names of adjacent subdivisions or names of recorded owners of adjoining parcels of un-subdivided land El Contour lines related to a City-established benchmark at 2' intervals for 0-10% grades and 5' intervals for grades greater than 10% ❑ The purpose, location, type and size of all of the following (within and adjacent to the proposed subdivision): • Public and private right-of-ways and easements ❑ • Public and private sanitary and storm sewer lines ❑ ♦ Domestic water mains including fire hydrants ❑ ♦ Major power telephone transmission lines (50,000 volts or greater) ❑ ♦ Watercourses ❑ ♦ Deed reservations for parks, open spaces, pathways and other land encumbrances ❑ • The location of all trees with a diameter 6 inches or greater measured at 4 feet above ground level ❑ • The location of all structures and the present uses of the structures, and a statement of which structures are to remain after platting ❑ Supplemental information including: • Proposed deed restrictions (if any) ❑ ♦ A proposed plan for provision of subdivision improvements ❑ Existing natural features including rock outcroppings,wetlands and marsh areas The proposed lot configurations, lot sizes and dimensions, and lot numbers. Where lots are to be used for purposes other than residential, it shall be indicated upon such lots ❑ If any of the foregoing information cannot practicably be shown on the preliminary plat, it shall be incorporated into a narrative and submitted with the application materials ❑ City of Tigard Land Use Application Checklist Page 2 of 4 h:\patty\masters\checklist.doc (UPDATED: 26-Jun-02) Prel' inary Partition/Lot Line Adjustment Plan The owner of the subject parcel ❑ • The o ner's authorized agent ❑ The ma, scale, north arrow and date ❑ Propose. •roperty lines ❑ Descriptio of parcel location and boundaries ❑ Contour line• (2' intervals for slopes 0-10% or 5' for slopes >10%) ❑ • Location,widt and names of streets, easements and other public ways within and adjacent to the parcel ❑ • Location of all p:rmanent buildings on and within 25'of all property lines ❑ Location and wid of all water courses ❑ Location of any tre . with 6"or greater caliper at 4' above ground level ❑ All slopes greater tha' 25% ❑ Location of existing an. proposed utilities and utility easements ❑ Any applicable deed res •ctions ❑ Evidence that land partiti• will not preclude efficient future land division where applicable ❑ Future street extension plan showing existing and potential street connections ❑ Site Development Plan Theroposed site and surrounding properties ❑ Contour line intervals ❑ The 1,: .tions, dimensions and proposed names of the following: ♦ E isting and platted streets and other public ways ❑ • E..ements on the site and on adjoining properties ❑ • Pro•osed streets or other public ways and easements on the site ❑ • Alte ative routes of dead-end or proposed streets that require future extensions ❑ The loca -ons and dimensions of the following: • Entra ces and exits on the site ❑ ♦ Parkin• and circulation areas ❑ • Loadin• and service areas ❑ • Pedestn:n and bicycle circulation ❑ • Outdoor s.mmon areas ❑ ♦ Above grot d utilities ❑ • Trash and r- ydable material areas ❑ The locations, di -nsions and setback distances of the following: • Existing perman-nt structures, improvements, utilities and easements which are located on the •ite and on adjacent property within 25'of the site ❑ • Proposed structures, improvements, utilities and easements on the site ❑ • Sanitary sewer faciliti:s ❑ • Existing or proposed s•wer reimbursement agreements ❑ • Storm drainage facilitie and analysis of downstream conditions ❑ Locations and type(s)of out••or lighting considering crime prevention techniques ❑ The locations of the following: • All areas to be landscaped ❑ • Mailboxes ❑ • Structures and their orientation ❑ City of Tigard Land Use Application Checklist Page 3 of 4 h:\tiatty\masters\theddist.doc (UPDATED: 26-Jun-02) Landscape Plan Location of trees to be removed LI Location, size and species of existing plant materials ❑ General location, size and species of proposed plan materials ❑ Landscape narrative that addresses: • Soil conditions and how plant selections were derived for them ❑ • Plans for soil treatment such as stockpiling the top soil ❑ • Erosion control measures that will be used LI Location and description of the irrigation system where applicable ❑ Location and size of fences, buffer areas and screening ❑ � Location of terraces, decks, shelters, play areas, and common open spaces ❑ /Public Improvements/Streets Plan Proposed right-of-way locations and widths - ❑ A scaled cross-section of all proposed streets plus any reserve strips ❑ Approximate centerline profiles showing the finished grade of all streets including street extensions for a / reasonable distance beyond the limits of the proposed subdivision ❑ ,/ Grading/Erosion Control Plan The locations and extent to which grading will take place ❑ Existing and proposed contour lines ❑ Slope ratios ❑ /Utilities Plan Approximate plan and profiles of proposed sanitary and storm sewers with grades and pipe sizes indicated on the plans ❑ Plan of the proposed water distribution system, showing pipe sizes and the locations of valves and meter sizes ❑ Fire hydrants (existing and proposed) ❑ �� Proposed fire protection system ❑ -' Preliminary Storm Drainage Plan The location of all areas subject to inundation or storm water overflow ❑ Location,width and direction of flow of all water courses and drainageways ❑ Location and estimated size of proposed storm drainage lines ❑ Where applicable, location and estimated size and dimensions of proposed water quality/detention facility ❑ Tree Preservation/Mitigation Plan Identification of the location, size and species of all existing trees ❑ Program to save existing trees or mitigate tree removal (Section 18/90.030) ❑ A protection program defining standards and methods to be used during and after construction ❑ Archite Ural Drawings Floor plan indicating the square footage of all structures and their proposed use ❑ Elevation dr ings for each elevation of the structure ❑ Sign Dra gs -> Specify propo d location, size and height ❑ City of Tigard Land Use Application Checklist Page 4 of 4 h:'pattylmastersldieddist.doc (UPDATED 26-Jun-02) PRE-APPLICATION CONFERENCE NOTES Reianiy ENGINEERING SECTION (cmtpanyy a en t Shaping)1(get Community PUBLIC FACILITIES Tax Maids): 2S111DB Tax Letts): 13100,13300,13400 Use Type: Subdivision The extent of necessary public improvements and dedications which shall be required of the applicant will be recommended by City staff and subject to approval by the appropriate authority. There will be no final recommendation to the decision making authority on behalf of the City staff until all concerned commenting agencies, City staff and the public have had an opportunity to review and comment on the application. The following comments are a projection of public improvement related requirements that may be required as a condition of development approval for your proposed project. Right-of-way dedication: The City of Tigard requires that land area be dedicated to the public: (1.) To increase abutting public rights-of-way to the ultimate functional street classification right-of-way width as specified by the Community Development Code; or (2.) For the creation of new streets. Approval of a development application for this site will require right-of-way dedication for: ® SW Sattler Street to 29 feet from centerline (neighborhood route w/ bike lanes) M SW New public streets to 42 to 54 feet total (depends upon ADT) I I SW to feet I SW to feet Street improvements: Half street improvements will be necessary along SW Sattler Street, to include: ® 18 feet of pavement from centerline to curb • concrete curb M storm sewers and other underground utilities ® 5-foot concrete sidewalk with planter strip ® street trees spaced in planter strip per TDC standards. ® street signs, traffic control devices, streetlights and a two-year streetlight fee. :ITY OF TIGARD Pre-Application Conference Motes Page 1 of 6 ngineerIng Department Section I I street trees street signs, traffic control devices, streetlights and a two-year streetlight fee. [1 Other: Agreement for Future Street Improvements: In some cases, where street improvements or other necessary public improvements are not currently practical, the improvements may be deferred. In such cases, a condition of development approval may be specified which requires the property owner(s) to provide a future improvement guarantee. The City Engineer will determine the form of this guarantee. The following street improvements may be eligible for such a future improvement guarantee: (1.) (2.) Overhead Utility Lines: PI Section 18.810.120 of the Tigard Municipal Code (TMC) requires all overhead utility lines adjacent to a development to be placed underground or, at the election of the developer, a fee in-lieu of undergrounding can be paid. This requirement is valid even if the utility lines are on the opposite side of the street from the site. If the fee in-lieu is proposed, it is equal to $ 27.50 per lineal foot of street frontage that contains the overhead lines. There are existing overhead utility lines which run adjacent to this site along SW Sattler Street. Prior to approval of the final plat, the applicant shall either place these utilities underground, or pay the fee in-lieu described above. Sanitary Sewers: The nearest sanitary sewer line to this property is a(n) 8 inch line which is located approximately 2250 feet east of the site in Sattler. The proposed development must be connected to a public sanitary sewer. It is the developer's responsibility to extend the public line to this site and to the upstream boundary of the site to allow for service to adjacent unsewered parcels. The applicant shall provide sewer stubs and/or laterals to unsewered parcels. Water Supply: The City of Tigard (Phone:(503) 639-4171) provides public water service in the area of this site. This service provider should be contacted for information regarding water supply for your proposed development. Fire Protection: Tualatin Valley Fire and Rescue District (South Division) [Contact: Eric McMullen, (503) 612-7010] provides fire protection services within the City of Tigard. The District should be contacted for ITY OF TIGARO Pre-Application Conference Notes Page 3 of 6 tgineering Department Section information regarding the a auacy of circulation systems, the :ed for fire hydrants, or other questions related to fire protection. Storm Sewer Improvements: All proposed development within the City shall be designed such that storm water runoff is conveyed to an approved public drainage system. The applicant will be required to submit a proposed storm drainage plan for the site, and may be required to prepare a sub-basin drainage analysis to ensure that the proposed system will accommodate runoff from upstream properties when fully developed. There is an existing public storm line in Sattler Street just to the east of this site. The applicant will need to extend the public storm as necessary to serve this site. Onsite detention is required. A preliminary design of the detention system shall be submitted with the subdivision application. Storm Water Quality: The City has agreed to enforce Surface Water Management (SWM) regulations established by the Unified Sewerage Agency (USA) (Resolution and Order No. 00-7) which requires the construction of on-site water quality facilities. The facilities shall be designed to remove 65 percent of the phosphorus contained in 100 percent of the storm water runoff generated from newly created impervious surfaces. The resolution contains a provision that would allow an applicant to pay a fee in-lieu of constructing an on-site facility provided specific criteria are met. The City will use discretion in determining whether or not the fee in-lieu will be offered. If the fee is allowed, it will be based upon the amount of new impervious surfaces created; for every 2,640 square feet, or portion thereof, the fee shall be $210. Preliminary sizing calculations for any proposed water quality facility shall be submitted with the development application. It is anticipated that this project will require: M Construction of an on-site water quality facility. n Payment of the fee in-lieu. Other Comments: All proposed sanitary sewer and storm drainage systems shall be designed such that City maintenance vehicles will have unobstructed access to critical manholes in the systems. Maintenance access roadways may be required if existing or proposed facilities are not otherwise readily accessible. 1. The eyebrow comers must meet Washington County design standards. 2. Flag lots require a minimum frontage of 25 feet on the street. TRAFFIC IMPACT FEES In 1990, Washington County adopted a county-wide Traffic Impact Fee (TIF) ordinance. The Traffic Impact Fee program collects fees from new development based on the development's projected ITY OF TIGARD Pre-Application Conference Holes Page 4 of 6 iglneering Department Section impact upon the City's trans[. ation system. The applicant shall t ,quired to pay a fee based upon . the number of trips which are projected to result from the proposed development. The calculation of the TIF is based on the proposed use of the land, the size of the project, and a general use based fee category. The TIF shall be calculated at the time of building permit issuance. In limited circumstances, payment of the TIF may be allowed to be deferred until the issuance of an occupancy permit. Deferral of the payment until occupancy is permissible only when the TIF is greater than $5,000.00. Pay TIF. PERMITS Public Facility Improvement (PFI) Permit: Any work within a public right-of-way in the City of Tigard requires a PFI permit from the Engineering Department. A PFI permit application is available at the Planning/Engineering counter in City Hall. For more extensive work such as street widening improvements, main utility line extensions or subdivision infrastructure, plans prepared by a registered professional engineer must be submitted for review and approval. The Engineering Department fee structure for this permit is considered a cost recovery system. A deposit is collected with the application, and the City will track its costs throughout the life of the permit, and will either refund any remaining portion of the deposit, or invoice the Permittee in cases where City costs exceeds the deposit amount. The Permittee will also be required to post a performance bond, or other such suitable security. Where professional engineered plans are required, the Permittee must execute a Developer/Engineer Agreement, which will obligate the design engineer to perform the primary inspection of the public improvement construction work. The PFI permit fee structure is as follows: NOTE: If an PFI Permit is required,the applicant must obtain that permit prior to release of any permits from the Building Division. Building Division Permits: The following is a brief overview of the type of permits issued by the Building Division. For a more detailed explanation of these permits, please contact the Development Services Counter at 503-639-4171, ext. 304. Site Improvement Permit (SIT). This permit is generally issued for all new commercial, industrial and multi-family projects. This permit will also be required for land partitions where lot grading and private utility work is required. This permit covers all on-site preparation, grading and utility work. Home builders will also be required to obtain a SIT permit for grading work in cases where the lot they are working on has slopes in excess of 20% and foundation excavation material is not to be hauled from the site. Building Permit (BUP). This permit covers only the construction of the building and is issued after, or concurrently with, the SIT permit. CITY Of TIGARD Pre-Application Conference Notes Page 5 of 6 Engineering Department Section Master Permit (MST). This permit is issued for all single ana multi-family buildings. It covers all work necessary for building construction, including sub-trades (excludes grading, etc.). This permit can not be issued in a subdivision until the public improvements are substantially complete and a mylar copy of the recorded plat has been returned by the applicant to the City. For a land partition, the applicant must obtain an Engineering Permit, if required, and return a mylar copy of the recorded plat to the City prior to issuance of this permit. Other Permits. There are other special permits, such as mechanical, electrical and plumbing that may also be required. Contact the Development Services Counter for more information. GRADING PLAN REQUIREMENTS FOR SUBDIVISIONS All subdivision projects shall require a proposed grading plan prepared by the design engineer. The engineer will also be required to indicate which lots have natural slopes between 10% and 20%, as well as lots that have natural slopes in excess of 20%. This information will be necessary in determining if special grading inspections will be required when the lots develop. The design engineer will also be required to shade all structural fill areas on the construction plans. In addition, each homebuilder will be required to submit a specific site and floor plan for each lot. The site plan shall include topographical contours and indicate the elevations of the corners of the lot. The builder shall also indicate the proposed elevations at the four corners of the building. PREPARED BY: 1 aZ ENGIN G DEPARTM STAFF Phone: [503)639-4171 Fax: [503)624-0152 lenglbnanAtemplates\preap notes-eng dol Revised. March 21,2002 CITY OF TIGARO Pre-Application Conference Notes Page 6 of 6 Eigineering Department Section ADDITIONAL DOCUMENTS NOTICE TO MORTGAGEE, LIENHOLDER,VENDOR OR SELLER: THE TIGARD DEVELOPMENT CODE REQUIRES THAT IF YOU RECEIVE THIS NOTICE,IT SHALL BE PROMPTLY FORWARDED TO THE PURCHASER. NOTICE OF PENDING LAND USE APPLICATION CITY OF TIGARD SUBDIVISION Community(Development ShapingA Better Community DATE OF NOTICE: December 11, 2003 FILE NUMBER: SUBDIVISION (SUB) 2003-00013 FILE NAME: KESSLER ESTATES II SUBDIVISION PROPOSAL: The applicant is requesting Subdivision approval to subdivide two (2) existing parcels of approximately 2.52 acres, into 11 single-family residential lots ranging in size between 6,732 and 9,037 square feet. ZONE: R-4.5: Low-Density Residential District. The R-4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.390, 18.430, 18.510, 18.705, 18.715, 18.745, 18.765, 18.790, 18.795 and 18.810. LOCATION: 9425 and 9495 SW Sattler Street; WCTM 2S111DB, Tax Lots 13300 and 13100. YOUR RIGHT TO PROVIDE WRITTEN COMMENTS: Prior to the City making any decision on the Application, you are hereby provided a fourteen (14) day period to submit written comments on the application to the City. THE FOURTEEN (14) DAY PERIOD ENDS AT 5:00 PM ON`DECEMBER 26,'Za03 All comments should be directed to Morgan Tracy, Associate Planner in the Planning Division at the City of Tigard, 13125 SW Hall Boulevard, Tigard, Oregon 97223. You may reach the City of Tigard by telephone at (503) 639-4171 or by e-mail to morgan(a�ci.tigard.or.us. ALL COMMENTS MUST BE RECEIVED BY THE CITY OF TIGARD IN WRITING PRIOR TO 5:00 PM ON THE DATE SPECIFIED ABOVE IN ORDER FOR YOUR COMMENTS TO BE CONSIDERED IN THE DECISION-MAKING PROCESS THE CITY OF TIGARD APPRECIATES RECEIVING COMMENTS AND VALUES YOUR INPUT. COMMENTS WILL BE CONSIDERED AND ADDRESSED WITHIN THE NOTICE OF DECISION. A DECISION ON THIS ISSUE IS TENTATIVELY SCHEDULED FOR JANUARY 20, 2004. IF YOU PROVIDE COMMENTS, YOU WILL BE SENT A COPY OF THE FULL DECISION ONCE IT HAS BEEN RENDERED. WRITTEN COMMENTS WILL BECOME A PART OF THE PERMANENT PUBLIC RECORD AND SHALL CONTAIN THE FOLLOWING INFORMATION: • Address the specific "Applicable Review Criteria" described in the section above or any other criteria believed to be applicable to this proposal; • Raise any issues and/or concerns believed to be important with sufficient evidence to allow the City to provide a response; • Comments that provide the basis for an appeal to the Tigard Hearings Officer must address the relevant approval criteria with sufficient specificity on that issue. Failure of any party to address the relevant approval criteria with sufficient specificity may preclude subsequent appeals to the Land Use Board of Appeals or Circuit Court on that issue. Specific findings directed at the relevant approval criteria are what constitute relevant evidence. AFTER THE 14 DAY COMMENT PERIOD CLOSES, THE DIRECTOR SHALL ISSUE A TYPE II ADMINISTRATIVE DECISION. THE DIRECTOR'S DECISION SHALL BE MAILED TO THE APPLICANT AND TO OWNERS OF RECORD OF PROPERTY LOCATED WITHIN 500 FEET OF THE SUBJECT SITE, AND TO ANYONE ELSE WHO SUBMITTED WRITTEN COMMENTS OR WHO IS OTHERWISE ENTITLED TO NOTICE. THE DIRECTOR'S DECISION SHALL ADDRESS ALL OF THE RELEVANT APPROVAL CRITERIA. BASED UPON THE CRITERIA AND THE FACTS CONTAINED WITHIN THE RECORD, THE DIRECTOR SHALL APPROVE, APPROVE WITH CONDITIONS OR DENY THE REQUESTED PERMIT OR ACTION. SUMMARY OF THE DECISION-MAKING PROCESS: • The application is accepted by the City • Notice is sent to property owners of record within 500 feet of the proposed development area allowing a 14-day written comment period. • The application is reviewed by City Staff and affected agencies. • City Staff issues a written decision. • Notice of the decision is sent to the Applicant and all owners or contract purchasers of record of the site; all owners of record of property located within 500 feet of the site, as shown on the most recent property tax assessment roll; any City-recognized neighborhood group whose boundaries include the site; and any governmental agency which is entitled to notice under an intergovernmental agreement entered into with the City which includes provision for such notice or anyone who is otherwise entitled to such notice. INFORMATION/EVIDENCE AVAILABLE FOR REVIEW: The application, written comments and supporting documents relied upon by the Director to make this decision are contained within the record and are available for public review at the City of Tigard Community Development Department. Copies of these items may be obtained at a cost of $.25 per page or the current rate charged for this service. Questions regarding this application should be directed to the Planning Staff indicated on the first page of this Notice under the section titled "Your Right to Provide Written Comments." B L PIN R•'• I I J I _-- . I or . - - CITY of TIGARG -I l _ Ina NM MAP A al PINEBR•0• 1 ■ jillm. ` ■' SUB2003-00013 ■ • KESSLER ESTATES II ■ ■ Ste— ii SUBDIVISION ■ -Milli.. 1N T . + fAr -■mr■ map ■ I MU.- G ``N'\ le Ss E ,,p A ii LIIIIII ‘\.'.;\,\� . WE S I m r 1—L 111 on. n ST L.J S TILER SMILER w...�. . II I .M. 11 I k :.I ��5�:I�lii " n■■■ — -. r ■ ■■ i.■r_' o_ ,. - i ro 1i_ Sato_ mono..� .....__...aTard ummMil i 1.11„ler IFINIIII as sw+„, =II .11 LEM-0_1 111.111111110 1-,`•(9,:� Plot eau:Dec 9,2007:C maWWAAGIC03.APR ConwrwNb• .. NOTICE OF TYPE II DECISION Zi SUBDIVISION (SUB) 2003-00013 '� CITY OF TIGARD Community Development KESSLER ESTATES NO. 2 SUBDIVISION Shaping A43etterCommunity 120 DAYS = 4/06/2004 SECTION I. APPLICATION SUMMARY FILE NAME: KESSLER ESTATES NO. 2 SUBDIVISION CASE NO.: Subdivision (SUB) SUB2003-00013 REQUEST: A request for Subdivision approval to create 11, single-family lots ranging in size between 6,732 and 9,037 square feet on an approximately 2.52 acre site. OWNER: Julius B. Kessler, Trustee APPLICANT: Beacon Homes Northwest 9425 SW Sattler Attn: Peter Kusyk Tigard, OR 97224 PO Box 407 Wilsonville, OR 97070 OWNER: Kenneth & Sheila Began 9495 SW Sattler Tigard, OR 97224 COMP. PLAN DESIGNATION: Low-Density Residential. ZONE: R-4.5; The R-4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses are also permitted conditionally. LOCATION: 9425 SW Sattler Street; WCTM 2S111DB, Tax Lot 13300, and 9495 SW Sattler Street, WCTM 2S111 DB, Tax Lot 13100. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.390 (Decision Making Procedures); 18.430 (Subdivision); 18.510 (Residential Zoning Districts); 18.705 (Access, Egress and Circulation); 18.715 (Density Computation); 18.745 (Landscaping and Screening); 18.765 (Off-Street Parking); 18.790 (Tree Removal); 18.795 (Visual Clearance Areas); and 18.810 (Street and Utility Improvement Standards). SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request. The findings and conclusions on which the decision is based are noted in the full decision, available at City Hall. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS • FROM THE EFFECTIVE DATE OF THIS DECISION. III 46. All documents and applicable criteria in the above-noted file are available for inspection at no cost or copies can be obtained for twenty-five cents (25,t) per page, or the current rate charged for copies at the time of the request. SECTION III. PROCEDURE AND APPEAL INFORMATION Notice: Notice mailed to: X The applicant and owners X Owner of record within the required distance X Affected government agencies Final Decision: THIS DECISION IS FINAL ON JANUARY 16, 2004 AND BECOMES EFFECTIVE ON FEBRUARY 3, 2004 UNLESS AN APPEAL IS FILED. A eal: The Director's Decision is final on the date that it is mailed. All persons entitled to notice or who are otherwise adversely affected or aggrieved by the decision as provided in Section 18.390.040.G.1 may appeal this decision in accordance with Section 18.390.040.G.2 of the Tigard Community Development Code which provides that a written appeal together with the required fee shall be filed with the Director within ten (10) business days of the date the Notice of Decision was mailed. The appeal fee schedule and forms are available from the Planning Division of Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. Unless the applicant is the appellant, the hearing on an appeal from the Director's Decision shall be confined to the specific issues identified in the written comments submitted by the parties during the comment period. Additional evidence concerning issues properly raised in the Notice of Appeal may be submitted by any party during the appeal hearing, subject to any additional rules of procedure that may be adopted from time to time by the appellate body. 11 THE DEADLINE FOR FILING AN APPEAL IS 5:00 PM ON FEBRUARY 2, 2004. II Questions: For further information please contact the Planning Division Staff Planner, Morgan Tracy at (503) 639-4171 , Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. __ PIN — _��{ : = vigNITYMAP '�.� '6 • -IN BR•• II- . ..t ■' SUB2003-00013 II I- ■ o S VuKESSLER ESTATES II �1.1110 11111 e1 T ► i► I i liiiroil - NI REIL''e ' FIF \ i. � ' '_ - : 8 _ BATTLER n.r. ��vr�.d. �t , N ;.rt . �1,■ �� 2lgl - •Niel=14 1 IIIIINII 1u _ • ■■4•■• I • I ' ••••III ty -. I / , 1 l ,/ r- -- ' 'I LESLIE CT 1 ---' } -- - r 'E DARMEL CT _---.-__- ,r tl M r,•W ----- I' .:4 \h ', i , -l mrou•n� r r . i „ WI s. ".,r' •i- , ' DAWN CT i e d m pi I - > ,1 e _ ‘ _,--,e. • •, e I ! ' _ ;E I:r _ � r 1 I ,. r i�---r---1L-•?r-_---T A T----_ » I - I - I I D r ---1 W „ I - IMI - I I le I I \ `--I L Y r-----+W ---T---l-r- -T----1 ac r---1--SUMM ERFELDCT0 I 4' I I o m a m W 9 4 * CITY OF TIGARD 1 SUB2003.00013 SIT!PLAN N KESSLER ESTATES II SUBDIVISION (Map Is not to scale) 3/31/2004 Conditions Associated With 9:32:31AM T I D E M A R K Case #: SUB2003-00013 COMPUTER SYSTEMS, INC. Condition Status Updated Code Title Hold Status Changed By Tag Date By 19. An erosion control plan shall be provided as part of the Public Facility Improvement(PFI)permit drawings. The plan shall conform to the "Erosion Prevention and Sediment Control Design and Planning Manual,February 2003 edition." 1 FNL GRADNG PLN EXIST/PROPSD CNTRS None NOT MET KSM 2/4/2004 DLW2 20. A final grading plan shall be submitted showing the existing and proposed contours. The plan shall detail the provisions for surface drainage of all lots,and show that they will be graded to insure that surface drainage is directed to the street or a public storm drainage system approved by the Engineering Department. For situations where the back portions of lots drain away from a street and toward adjacent lots,appropriate private storm drainage lines shall be provided to sufficiently contain and convey runoff from each lot. 1 1200-C GENERAL PERMIT None NOT MET KSM 2/4/2004 DLW2 21. The applicant shall obtain a 1200-C General Permit issued by the City of Tigard pursuant to ORS 468.740 and the Federal Clean Water Act. 1 WA CNTY APPRVL PLAT NAME RESRVAT None Met 3/22/2004 MET 3/31/2004 MET 22. Prior to final plat approval, the applicant must provide evidence that Washington County has approved the plat name reservation. NOTE: Washington County does not issue plat name reservations for the second phase os a subdivision signed by the same declarant as Phase 1.Confirmed by email from Linda Rigutto,Washington County Surveyors Office. 1 F PLAT NO DIR VEHCLR ACCESS None Met 3/24/2004 MET 3/25/2004 ST 23. Prior to fmal plat approval,the final plat shall reflect that no direct vehicular access will be permitted to SW Sattler Street from lots 16 or 26. 1 F-PLAT LOTS MIN 25'PUB/PRIVTE ST None Met 3/2/2004 MET 3/2/2004 ST 24. Prior to final plat approval,the applicant shall revise the plat so that all lots have a minimum of 25 feet of frontage on a public or private street,including lots. 1 F-PLAT CONCRT WLKWY PHS 1-PHS 2 None Met 3/2/2004 MET 3/2/2004 ST 25. Prior to final plat approval,the applicant shall ensure that either a minimum 4-foot-wide concrete walkway is provided to the school site to the north as part of Kessler Phase No. 1 or alternately that such a walkway is provided for in Phase No.2. If part of Phase No. 2,this walkway connection shall be located generally between lots 19 and 20, aligning roughly with the north-south axis of the proposed internal public street 1 ADDRESSING FEE None NOT MET KSM 2/4/2004 DLW2 26. Prior to final plat approval,the applicant shall pay an addressing fee in the amount of$600.00. (STAFF CONTACT: Shirley Treat,Engineering). 1 PRIV ST JNTLY OWN/PRIV PRP OWNR None Met 3/24/2004 KSM 3/25/2004 ST 27. The applicant shall cause a statement to be placed on the final plat to indicate that the proposed private street(s)will be jointly owned and maintained by the private property owners who abut and take access from it(them). 1 STRIPING FEE BIKE LNE SATTLER ST None NOT MET KSM 2/4/2004 DLW2 28. Prior to approval of the final plat,the applicant shall pay$879.00 to the City for the striping of the bike lane along the frontage of SW Sattler Street. 1 UT LNS UNDRGRND OR PAY FEE None NOT MET KSM 2/4/2004 DLW2 29. The applicant shall either place the existing overhead utility lines along SW Sattler Street underground as a part of this project,or they shall pay the fee in-lieu of undergrounding. The fee shall be calculated by the frontage of the site that is parallel to the utility lines and will be$35.00 per lineal foot. If the fee option is chosen,the amount will be$ 8120.00 and it shall be paid prior to approval of the final plat. 1 F-PLAT 2 MONUMNTS GPS GC22 SYSTMS None Met 3/22/2004 KSM 3/22/2004 ST 30. The applicant's fmal plat shall contain State Plane Coordinates on two monuments with a tie to the City's global positioning system(GPS)geodetic control network(GC 22). These monuments shall be on the same line and shall be of the same precision as required for the subdivision plat boundary. Along with the coordinates,the plat shall contain the scale factor to convert ground measurements to grid measurements and the angle from north to grid north. These coordinates can be established by: " GPS tie networked to the City's GPS survey. " By random traverse using conventional surveying methods. Page 3 of 4 CaseConditions..rpt Morgan Tracy-subdivision plat name rr vation form Page 1 From: Linda Rigutto <Linda_Rigutto @co.washington.or.us> To: 'Morgan Tracy-Tigard' <morgan @ci.tigard.or.us> Date: 3/22/04 5:50PM Subject: subdivision plat name reservation form Washington County does not require a subdivision plat name reservation for the second phase of a sudivision done by the same declarant that signed phase one. K, : sug32oo3 - D00/3 tor)41-104 • 5/13/2004 Conditions Associated With 2:46:06PM TIDEMARK Case #: SUB2003-00013 COMPUTER SYSTEMS. INC. 4:., ..: ..............:...........:... ::•:::::::::::::...:.::;:::::::::. :::::::•:: •::.w:.::::: iii:::: �:::::::::::: .. .\. ............:w:::::.�:::::::•'r:?�i::•i:L:4ii::i:::::::. w.+v�viv iivi'?.A................:::::.....:::::::. :::::::::•: ......... ...:::: ^:?�iv}:•i:•ii:::: ::::: ::::::�4!�....................... .:::::. 1 EROSION CONTROL PLAN None Met 4/15/2004 KSM 4/15/2004 KSM 19. An erosion control plan shall be provided as part of the Public Facility Improvement(PFI)permit drawings. The plan shall conform to the"Erosion Prevention and Sediment Control Design and Planning Manual,February 2003 edition." 1 FNL GRADNG PLN EXIST/PROPSD CNTRS None Met 4/15/2004 KSM 4/15/2004 KSM 20. A final grading plan shall be submitted showing the existing and proposed contours. The plan shall detail the provisions for surface drainage of all lots, and show that they will be graded to insure that surface drainage is directed to the street or a public storm drainage system approved by the Engineering Department. For situations where the back portions of lots drain away from a street and toward adjacent lots, appropriate private storm drainage lines shall be provided to sufficiently contain and convey runoff from each lot. 1 1200-C GENERAL PERMIT None Met 4/15/2004 KSM 4/15/2004 KSM 21. The applicant shall obtain a 1200-C General Permit issued by the City of Tigard pursuant to ORS 468.740 and the Federal Clean Water Act. 1 WA CNTY APPRVL PLAT NAME RESRVAT None Met 3/22/2004 MET 3/31/2004 MET 22. Prior to final plat approval,the applicant must provide evidence that Washington County has approved the plat name reservation. NOTE: Washington County does not issue plat name reservations for the second phase os a subdivision signed by the same declarant as Phase 1. Confirmed by email from Linda Rigutto,Washington County Surveyors Office. 1 F PLAT NO DIR VEHCLR ACCESS None Met 3/24/2004 MET 3/25/2004 ST 23. Prior to final plat approval,the final plat shall reflect that no direct vehicular access will be permitted to SW Sattler Street from lots 16 or 26. 1 F-PLAT LOTS MIN 25'PUB/PRIVTE ST None Met 3/2/2004 MET 3/2/2004 ST 24. Prior to final plat approval,the applicant shall revise the plat so that all lots have a minimum of 25 feet of frontage on a public or private street,including lots . 1 F-PLAT CONCRT WLKWY PHS 1-PHS 2 None Met 3/2/2004 MET 3/2/2004 ST 25. Prior to final plat approval,the applicant shall ensure that either a minimum 4-foot-wide concrete walkway is provided to the school site to the north as part of Kessler Phase No. 1 or alternately that such a walkway is provided for in Phase No. 2. If part of Phase No. 2,this walkway connection shall be located generally between lots 19 and 20, aligning roughly with the north-south axis of the proposed internal public street 1 ADDRESSING FEE None Met 5/12/2004 KSM 5/12/2004 CAC 26. Prior to final plat approval,the applicant shall pay an addressing fee in the amount of$600.00. (STAFF CONTACT: Shirley Treat, Engineering). 1 PRIV ST JNTLY OWN/PRIV PRP OWNR None Met 3/24/2004 KSM 3/25/2004 ST 27. The applicant shall cause a statement to be placed on the final plat to indicate that the proposed private street(s) will be jointly owned and maintained by the private property owners who abut and take access from it(them). - 1 STRIPING FEE BIKE LNE SATTLER ST None Met 5/12/2004 KSM 5/12/2004 CAC 28. Prior to approval of the final plat,the applicant shall pay$879.00 to the City for the striping of the bike lane along the frontage of SW Sattler Street. 1 UT LNS UNDRGRND OR PAY FEE None NOT MET KSM 2/4/2004 DLW2 29. The applicant shall either place the existing overhead utility lines along SW Sattler Street underground as a part of this project,or they shall pay the fee in-lieu of undergrounding. The fee shall be calculated by the frontage of the site that is parallel to the utility lines and will be$35.00 per lineal foot. If the fee option is chosen,the amount will be $ 8120.00 and it shall be paid prior to approval of the final plat. 1 F-PLAT 2 MONUMNTS GPS GC22 SYSTMS None Met 3/22/2004 KSM 3/22/2004 ST Page 3 of 5 CaseConditions..rpt CITY OF TIGARD Di 1L/LUU4 13 125 SW Hall Blvd. 8:44:15AM U,r ,h .t ri, Tigard, Oregon 97223 ,l-' 11. (503) 63 9-4 17 1 Receipt #: 27200400000000001980 Date: 05/12/2004 Line Items: Case No Tran Code Description Revenue Account No Amount Paid SUB2003-00006 [BIKE]Bike Striping 200-0000-451000 1,190.00 SUB2003-00013 [EADDRE]Address Fee 100-0000-433070 600.00 SUB2003-00013 [BIKE]Bike Striping 200-0000-451000 879.00 Line Item Total: $2,669.00 Payments: Method Payer User ID Acct./Check Approval No. How Received Amount Paid Check BEACON HOMES NW cac 7467 In Person 1,190.00 Check BEACON HOMES NW cac 7468 In Person 600.00 Check BEACON HOMES NW cac 7469 In Person 879.00 Payment Total: $2,669.00 Page 1 of 1 cReceipt.rpt , 7468 BEACON HOMES NORTHWEST, INC. STERLING SAVINGS BANK c 4728 NE SANDY BLVD P.O. BOX 407 PORTLAND,OR 97213 WILSONVILLE,OR 97070 (503)287-2076 DATE: AMOUNT s t 05/11/2004 *********$600.00 °. EXACTLY SIX HUNDRED DOLLARS PAY: a c a City of Tigard a TO THE 13125 SW Hall Blvd ORDER OF: Tigard OR 97223 e VOID AFT 6 MONTHS u u Memo: address fee Kessler 2 AU RRED'SIGNATURE .�._.._._.------.._.._.._._ u 7469 BEACON HOMES NORTHWEST, INC. STERLING SAVINGS BANK 4728 NE SANDY BLVD P.O.BOX 407 PORTLAND,OR 97213 WILSONVILLE,OR 97070 (503)287-2076 I DATE: AMOUNT t 05/11/2004 *********$879.00 PAY: EXACTLY EIGHT HUNDRED SEVENTY NINEr DOT r(, A.09141214,R TO THE City of Tigard ORDER 13125 SW Hall Blvd *,r �ti=v •• OF Tigard OR 97223 ,• ` "` . +; z"- VOID ER 6 MONTHS r - , Memo: bike lane striping Kessler 2 . IZED SIGNATURE c 1 A CITY OF TIGARD 5/24/2004 13125 SW Hall Blvd. 12:15:04PM .: ,: Tigard,Oregon 97223 '�� (503) 63 9-417 1 Receipt #: 27200400000000002204 Date: 05/24/2004 Line Items: Case No Tran Code Description Revenue Account No Amount Paid SUB2003-00013 [LANDUS] SUB FINAL PLAT REV 100-0000-438000 284.00 Line Item Total: $284.00 Payments: Method Payer User ID Acct./Check Approval No. How Received Amount Paid Check BEACON HOMES NORTHWEST ST 7513 In Person 284.00 INC Payment Total: $284.00 BEACON HOMES NORTHWEST,INC. STERLING SAVING$BANK 7 513 P.O.BOX 407 4728 NE SANDY BLVD WILSONVILLE,OR 97070 PORTLAND,OR 97213 (503)287-2076 . DATE: AMOUNT F U 05/19/2004 *********$284.00 g PAY: EXACTLY TWO HUNDRED EIGHTY-FOUR DO ` '•'g 8 ■ 6160664116 City of Tigard TO THE �` a ORDER 13125 SW Hall Blvd _ r J, ' ' : OF Tigard OR 97223 :K_ H ?k r . -'-=,' :iii; _ VOID AFTER 6 ONTHS m Memo: Kessler 2 a ,■■?°°1414;Th A ZE'D SIGNATURE i Page 1 of 1 cReceipt.rpt rtes sc-ee__ 3-cZ)D t3 Washington County,Oregon 2004-055771 05/19/2004 12:06:05 PM C D-ER Crt■1 atna10 KIMIBERLYB S25.00 S6.00 511.00•Total■$42.00 4( AFTER RECORDING, RETURN TO: 1101111 1111 11111 11 111 1? .F trv, 'fl .j e? f\-1 ri-k--L W`P 5�" I,Jerry Hanson,Diin�rofA 0040m merit Taxation and Ex-Officio County ClattfarYYaahlnpton County, V- Oregon,do hereby certify that the within Instrument of C,{A) ', , ^ 1 t M1ting was received and recorded In the book of �.'e' (� ,V t-W� y records of said county. ` Jerry R.Hanson,Directortri mint and Taxation, . Ex•Offlclo County Clerk AGREEMENT FOR TERMINATION OF AN EASEMENT This agreement is made between TIGARD TUALATIN SCHOOL DISTRICT, successor to Union High School District No. 3JT(DISTRICT) and BEACON HOMES NORTHWEST, an Oregon corporation, also known as Beacon Homes NW, Inc., an Oregon corporation (BEACON). DISTRICT owns certain real property described as: SEE ATTACHED EXHIBIT A BEACON owns certain real property described as: SEE ATTACHED EXHIBIT B DISTRICT is the successor in interest to property originally owned by Anna Kessler. BEACON is the successor in interest to property originally owned by Julius B. Kessler and Rita M. Kessler. On May 24, 1957, in Book 394, Page 316, Anna Kessler conveyed the property described on Exhibit B plus additional property to Julius and Rita M. Kessler. Anna Kessler reserved an easement (EASEMENT) for road purposes for the benefit of the property described on Exhibit A over the east 25 feet of the property described on Exhibit B. DISTRICT and BEACON now desire to terminate the EASEMENT. TERMINATION OF EASEMENT AGREEMENT Page 1 11111111111111 11111111111 2004-66771 NOW, THEREFORE, for valuable consideration the receipt and sufficiency of which is hereby acknowledged, DISTRICT hereby terminates, releases and relinquishes any and all rights DISTRICT now has in and to the EASEMENT that is located upon and encumbers the property which is described on Exhibit B and grants, bargains and conveys to BEACON all right, title and interest to the EASEMENT which is located upon and encumbers the property described on EXHIBIT B, including any after acquired interest. By its signature to this instrument,BEACON accepts the termination of easement and the rights conveyed to it. It is understood by the parties that this agreement constitutes the whole agreement between the parties regarding the termination of the easement. Dated: 14,4y /9I gyp¢ Ti lft aiatin chool Dig ct By: .17v,0,4461/ pi.444 aid fe tox.a‘ ( Tint name &title) alp ,fs Beacon Homes North st, an Oregon corporation By: Peter Kusyk, President TERMINATION OF EASEMENT AGREEMENT Page 2 III 11111111 2004-55771 STATE OF Q ) ss. COUNTY OF ,b,,E,.t(__c__v, �� ) Personally appeared Peter Kusyk, did say that the he is the president of Beacon Homes Northwest, Inc., an Oregon corporation and that said instrument was signed and sealed in behalf of said corporation by authority of its board of directors; and he acknowledged said instrument to be its voluntary act and deed. Before me: OFFICIAL SEAL TRACY M LYNCH NOTARY PUBLIC-OREGON /1/1 � -..„;•/ COMMISSION NO.358785 MY COMMISSION EXPIRES JUNE 19,2006 N TARYBLIC FOR ;,.J My commission expires: (e)16) (0'4, STATE OF OREGON ) ,�B ) ss. COUNTY OF On this ' of // „ , 2004, personally appeared the herein '. �/, in 4j capacity as the of Tigard Tualatin School District who ac •wledged the -rein'•strument to be kg voluntary act and deed. Before me: 0:1% OFFICIAL SEAL d• = KATIE FRAHM . NOTARY PUBLIC-OREGON ® COMMISSION NO,373981 MY COMMISSION EXPIRES /" NOV 23,2007 NO .RY PUB IC FOR THE A STATE OF OREGON My Commission Expires: `1 V eZ[4/" TERMINATION OF EASEMENT AGREEMENT Page 3 11111111111111 IIIII II I II I III 2004-65771 EXHIBIT A Parcel 1 The North 702 feet of the following described tract: Being a part of the Donation Land Claim of Solomon and Elizabeth Richardson in Section 11, Township 2 South of Range 1 West of the Willamette Meridian in said County and State: Commencing at a point in the North line of said claim 28.57 1/2 chains West of the Northeast corner of said claim: thence running South 16.298 chains; thence West 5.71 1/4 chains; thence North parallel with the East line of said claim 16.266 chains to the North line of said claim; thence East on said North line of claim 5.71 1/4 chains to the place of beginning. Parcel 2 The North 702 feet of the following described tract: Being a part of the Donation Land Claim of Solomon and Elizabeth Richardson in Section 11,Township 2 South of Range 1 West of the Willamette Meridian in said County and State: Commencing at a point in the North line of said claim 34.2875 chains West of the Northeast corner of said claim; thence South parallel with the East line of said claim, 16.266 chains; thence West parallel with the North line of said claim 6.06 chains to the division line between the East half and the West half of said claim; thence North 16.25 chains to the North line of said claim; thence East on said North line 6.25 chains to the place of beginning. TERMINATION OF EASEMENT AGREEMENT Page 4 IIlIII h u EIII11111111i�i 2004-55771 EXHIBIT B A tract of land in Section 11, Township 2 south, Range 1 West of the Willamette Meridian, within the Solomon Richardson Donation Land Claim No,. 44, in the City of Tigard, County of Washington and State of Oregon, described as follows: Beginning at a point in the North line of the Solomon Richardson Donation Land Claim No. 44 a distance of 34.2875 chains West of the Northeast corner thereof; thence South, parallel with the East line of said claim, 702.77 feet to the true point of beginning herein; thence continuing South,parallel with said claim line, 370.786 feet; thence West, parallel with the North line of said claim,234.96 feet to the Southeast corner of a tract conveyed to Arthur Lehr, et ux, by Deed Book 252, Page 17; thence North, parallel with the East line of said claim, 370.786 feet; thence East,parallel with the North line of said claim, 234.96 feet to the true point of beginning. TERMINATION OF EASEMENT AGREEMENT Page 5 AA).- L- _, x70-s-OW) 13 PACIFIC NORTHWEST TITLE TRI-COUNTY 9020 SW Washington Sq. Rd. Suite 220 Tigard, OR 97223 A._.....,A""k‘ik Title: (503)350-5040 Fax: (503)226-6489(503)226- 6489 PACIFIC NORTHWEST TITLE of Oregon,Inc. PRELIMINARY SUBDIVISION GUARANTEE 5th SUPPLEMENTAL REPORT Order No.: 03237948-W Premium: $350.00 PROPOSED PLAT "Kessler Estates" Pacific Northwest Title Guarantees: Date: May 19, 2004 The Oregon Real Estate Commissioner, and any County or City within which said subdivision or proposed subdivision is located. That according to the public records which impart constructive notice of matters affecting title to the premises hereinafter referred to, we find: That the last Deed of record runs to: BEACON HOMES NW, INC., an Oregon corporation We also find the following apparent encumbrances, which includes "Blanket Encumbrances" as defined by ORS 92.305(1), and also easements, restrictive covenants and right of way prior to May 11, 2004, the effective date of this report: 1. Unpaid taxes for 2003-2004: Levied Amount : $3,681.51, plus interest and fees, if any Account No. • 2S1 11DB 13400 Levy Code • 023.74 Key No. R500336 2. Unpaid taxes for 2003-2004: Levied Amount : $3,531.30, plus interest and fees, if any Account No. • 2S1 11DB 13400 Levy Code • 023.74 Key No. • R500363 3. City liens, if any, of the City of Tigard. 4. The herein described premises are within the boundaries of and subject to the statutory powers, including the power of assessment, of Clean Water Services. Pacific Northwest Title Insurance Company PAGE 1 of Preliminary Subdivision Guarantee No.03237948-W PRELIMINARY SUBDIVISION GUARANTEE (CONTINUED) 5. Rights of the public in and to any portion of the herein described premises lying within the boundaries of SW Sattler Street (CR 727). 6. Line of Credit Trust Deed, including the terms and provisions thereof to secure the amount noted below and other amounts secured thereunder, if any: Grantor : Beacon Homes Northwest, Inc., an Oregon corporation Trustee • Pacific Northwest Title Beneficiary • Sterling Savings Bank Dated • May 02, 2003 Recorded • May 02, 2003 Fee No. • 2003-069942 Amount • $966,450.00 Loan No. • 158082745 7. Trust Deed, including the terms and provisions thereof to secure the amount noted below and other amounts secured thereunder, if any: Grantor : Beacon Homes Northwest, Inc., an Oregon corporation Trustee • Pacific Northwest Title of Oregon, Inc. Beneficiary : Sterling Savings Bank, a Washington corporation Dated • July 29, 2003 Recorded • July 31, 2003 Fee No. 2003-126531 Amount : $448,500.00 Loan No. • 158086415 (Affects the Northwest portion of said property) NOTE: The Oregon Corporation Commission disclosed that BEACON HOMES NORTHWEST, INC., is an active Oregon corporation: Filed : May 14, 1999 Registered Agent : Lawrence Evans President : Peter A. Kusyk Secretary • Kurt H. Dalbey We have also searched our General Index for Judgments and State and Federal Liens against the grantees names in the last deed of record above and find: NONE The premises are in the County of Washington and are described as follows: See Exhibit A attached hereto and made a part hereof Pacific Northwest Title Insurance Company PAGE 2 of Preliminary Subdivision Guarantee No.03237948-W PRELIMINARY SUBDIVISION GUARANTEE (CONTINUED) THIS IS NOT A REPORT issued preliminary to the issuance of a Title Insurance Policy. Our search is limited to the time specified in this Guarantee and the use hereof is intended as an informational report only, to be used in conjunction with the development of Real Property. Liability hereunder is limited to an aggregate sum of not to exceed $1,000.00. PACIFIC NORTHWEST TITLE OF OREGON, INC. By Linda Lock Title Officer LL:mlj cc: Pacific NW Title— Land Development Attn: Tracy Lynch (via e-mail only) cc: Washington County Surveyors Office Attn: Malcolm Clark(via e-mail only) • Pacific Northwest Title Insurance Company PAGE 3 of Preliminary Subdivision Guarantee No.03237948-W Exhibit A A portion of a tract of land described in Document Number: 92-038917, Washington County Deed Records, and more particularly described as follows: COMMENCING a the Southwest corner of Lot 3, LAUNALYNDA PARK as said subdivision is recorded in the Washington County Book of Town Plat ins Volume 41, Page 16; thence South 00°56'33" West a distance of 149.78 feet to a point on the Northerly right-of-way line of Sattler Street; thence North 89°53'00" West, along said right-of-way line, a distance of 379.19 feet to a point; thence North 00°54'21" East a distance of 264.94 feet to a point; thence North 89°53'00" West, a distance of 2.93 feet to a point; thence North 00°54'21" East, a distance of 102.02 feet to a point; thence North 89°42'09" East a distance of 382.41 feet to a point on the West line of said LAUNALYNDA PARK subdivision; thence South 00°56'33" West, along the West line of said subdivision, a distance of 219.92 feet to the point of beginning. The above described parcel of land, contained 3.21 acres, is located in the Northeast quarter of Section 11, Township 2 South, Range 1 West, Willamette Meridian, in the City of Tigard, County of Washington and State of Oregon. ; ; E(VIS 0-6 BEACON ,L)6 .3 ,600 3 HOMES NORTHWEST June 28, 2004 To: Mike White From: Peter Kusyk Pages (including cover): 4 Re: Subdivision Tree Mitigation Bond 11546- 25115 S.W. PARKWAY AVE., SUITE C • PO BOX 407 • WILSONVILLE, OR 97070 (503) 570-8828 • FAX (503) 570-8869 CCB#151251 Bond No. 5563285 SUBDIVISION TREE MITIGATION BOND Developers Surety and Indemnity Beacon Homes NW I c , as principal("Principal") , and Company , a corporation authorized to conduct a general surety business in the State of Oregon, as surety ("Surety"), are jointly and several bound to the City of Tigard, an Oregon municipal corporation as obligee("City"),in the sum of Fifteen Thousand Dollars ($15,000) to assure compliance with, the Tree mitigation requirement for 120 caliper inches removed from the Kessler Estates I and II Subdivisions. Principal is constructing site improvements in the Kessler Estates I and II Subdivisions in the City and is obligated to take certain actions to protect existing trees as set out in the conditions of approval (Case Files SUB2003-00006 and SUB 2003-00013) and approved construction plans. If Principal fails to comply with all terms and conditions of the Subdivision approval,Principal shall pay the mitigation equivalent assessed at$125.00 per caliper inch. In the event Principal fails to complete required tree mitigation, Surety shall pay the mitigation fee-in-lieu on written demand by the City, up to the full amount of this bond. Surety's total obligation than not exceed $15,000, On full and satisfactory completion of Principal's obligations under the subdivision approval, City shall release this bond. The City shall have 90 days from notice from Principal that the work has been completed to verify compliance with the subdivision approval and release the bond, The City shall have no obligation to release the bond if the subdivision approval has not been fully complied with. In the event that an action is filed relating to this bond, the City, if it is the prevailing party, shall be entitled to recover reasonable attorney fees, witness costs, and expert witness costs, in addition to all other rights and remedies. DATED this 22nd day of June , 2004. Beacon Homes NW Inc. (Principal) By; "//Alibi-X (Title) A TRUE COPY OF THE POWER OF ATTORNEY AUTHORIZING EXECUTION OF THIS BOND ON BEHALF OF SURETY SHALL BE ATTACHED Developers Surety and Indemnity Company „ .. ' ' (Surety) ' '(Attorney in Fact) Taman A. /Ri s g:isen Centerpointe Drive, Sut - 530 �, ' Zake !Jswego, OR 97035 , I POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO BOX 19725.IRVINE.CA 92623 (949)263-3300 KNOW ALL MEN BY TIIESE PRESENTS, that except as expressly limited. DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,do each,hereby make.constitute and appoint: ***John D. Klump, Vicki L. Nicholson, Philip 0. Forker, Gloria Bruning, Richard W. Kowalski, Tamara A. Ringeisen, Colleen A. Bradshaw, Ray M. Paiement, jointly or severally*** as their true and lawful Attorney(s)-in-Fact,to make,execute.deliver and acknowledge.for and on behalf of said corporations,as sureties,bonds,undertakings and contracts of suretyship giving and granting unto said Attorney(s)-in-Fact full power and authority to do and to perform every act necessary,requisite or proper to he done in connection therewith as each of said corporations could do.but reserving to each of said corporations full power of substitution and revocation.and all of the acts of said Attorneys)-in-Fact,pursuant to these presents.are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,effective as of November I,2000: RESOLVED.that the Chairman of the Board,the President and any Vice President ot'the corporation he.and that each of them hereby is.authorized to execute Powers of Attorney.qualifying the attorney(s)named in the Powers of Attorney to execute,on behalf of the corporations,bonds,undertakings and contracts of suretyship:and that the Secretary or any Assistant Secretary of the corporations he.and each of them hereby is.authorized to attest the execution of any such Power of'Attorney: RESOLVED. F URTI IER.that the signatures of such officers may he affixed to any such Power of Attorney or to any certificate relating thereto by facsimile.and any such Power of Attorney or certificate hearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect to any bond.undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF,DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to he signed by their respective Executive Vice President and attested by their respective Secretary this I st day of October.2003. By: — , David H. Rhodes.Executive Vice-President ,,`Q�t� AND �10�,,% GOMPPNA 0A, fen AI.44,7Zom r 4 c OCT. <: 2 OCT.5 O ca 10 ?c�? W 1967 � By.Walter A.Crowell,Secretary A s o:: 1 9 3 6 ;0: Z cql/FOPS\P ry ;a4>• !OW n ,/44. •..*.... s • STATE OF CALIFORNIA )SS. COUNTY OF ORANGE On October I.2003.before me.Diane J.Kawata.personally appeared David H. Rhodes and Walter A.Crowell,personally known to me(or proved to me on the basis of satisfactory evidence)to he the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the instrument the entity upon behalf of which the persons acted,executed the instrument. WITNESS my hand and official seal. DIANE J.KAWATA G COMM.M 1334746 ki Notary Public - California j �h ORANGE COUNTY Signature My Comm Expires JAN.8,2006 CERTIFICATE The undersigned,as Senior Vice-President.Underwriting of DEVELOPERS SURETY AN'D jNPOtkNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA.does hereby certify that the foregoing Power of Attorney remains irl-tiiU W4,ce and had ii fi%1 revoked,and furthermore.that the provisions of the resolutions of the respective Boards of Directors of'said corporations set forth inilte'Po■a'err pfAtf6rrley,.are'iir'force as of the date of this Certificate. This Certificate is executed in the City of Irvine.California.the 22nd day t1h '.1�1f1e'' 2004• By \- 10.4." :,r' fin Wesley W.Cowl enior Vice-President,Underwri r _ 1D-1380(Rev. 10/03) 4G-``l DICD -O U P DISCLOSURE RIDER Terrorism Risk Insurance Act of 2002 The Terrorism Risk Insurance Act of 2002 created a three-year program under which the Federal Government will share in the payment of covered losses caused by certain events of international terrorism. The Act requires that we notify you of certain components of the Act, and the effect, if any, the Act will have on the premium charged for this bond. Under this program, the Federal Government will cover 90% of the amount of covered losses caused by certified acts of terrorism, as defined by the Act. The coverage is available only when aggregate losses resulting from a certified act of terrorism exceed $5,000,000.00. Insurance carriers must also meet a variable deductible established by the Act. The Act also establishes a cap of $1,000,000,000.00 for which the Federal Government or an insurer can be responsible. Participation in the program is mandatory for specified lines of property and casualty insurance, including surety insurance. The Act does not, however, create coverage in excess of the amount of the bond, nor does it provide coverage for any losses that are otherwise excluded by the terms of the bond, or by operation of law. No additional premium has been charged for the terrorism coverage required by the.Act. . Developers Surety ids Inden1w4 c npany Indemnity c tnparly,of C '3ido1 4 17780 Fitch "4:;Vie,C .9Ii644 -2 " 1 j ;a28y33Q0;, Www.f�sg eer.tbm r ' A'AUG. 13.2004" 2: 11PM--BEACON HOMES NW INC - NO.877 P.2 re = 691-417110,,Tt3Z SIGN COMPLIANCE AGREEMENT Witnesseth: g day R116Li i- l� This agreement dated the da of it? 20��between the City of Tigard, as a m nicipality of the State of Oregon:hereinafter termed the "City", and-BeCtCON ktkOS IJ(U,1KL hereinafter termed the "Developer". WHEREAS, the Developer has applied to the City for approval of e c'S5e;P__._ located In Township al, South, Range One (1) West, Section I.I J►"--- , Willamette Meridian, Washington County, Oregon, and WHEREAS, the City has adopted standards in the Community Development Code Chapter 18 for signs; NOW, THEREFORE, it is hereby agreed as follows: The Developer agrees that all signage both temporary and permanent will comply with City sign regulations. The Developer further agrees and acknowledges to be responsible for the rectifying of any and all sign regulation violations during the marketing and Initial sale of all properties within said development. The Developer further agrees that, should sign regulations be violated, to be subject to all citations that may be issued during the initial sale and marketing of the properties. Developer: ,�,,R I -- l 9 n BY: 10-pL The City of Tigard: By: 9/12/2005 .411111111111: 02.... Conditions Associated With 4:14:47PM TIDEMARK Case #: SUB2003-00014 COMPUTER SYSTEMS, INC Condition Status Updated Code Title Hold Status Changed By Tag Date By SHOW ST.TREES ON ST.UTILITY PLAN None Met MET 9/12/2005 MAS 1. Prior to site work,submit a revised street utility plan that shows the location,species,and size(minimum 2-inch caliper)of required street trees along the public and private streets per the City's spacing standards of Section 18.745.040(C). Selection of the tree species will be in accordance with the City Street Tree list and the City Forester's recommendations. 1 SUBMIT EROSION CONTROL PLAN None Met 7/19/2005 MET 7/19/2005 ST 2. Prior to site work,submit an erosion control plan that identifies areas for re-vegetation,topsoil storage areas,methods of replanting and topsoil restoration in accordance with Section 18.745.060. 1 DSL/USACOE/CWS APPROVALS None Met 3/1/2005 MET 3/1/2005 MET 3. Prior to site work,the applicant shall provide the City will evidence of all necessary approvals from Division of State Lands,Army Corps of Engineers,and Clean Water Services. 1 REVISE TREE REMOVAL PLAN None Met 8/5/2004 MET 8/5/2004 MET 4. Prior to site work,the applicant shall revise their tree removal plan so that a minimum of 50%of the mature non-hazardous trees on site are preserved. 1 FINAL TREE PROTECTION PLAN None Met 8/5/2004 MET 8/5/2004 MET 5. Prior to site work,the applicant shall submit a final Tree Protection Plan that follows the recommendations of the City Forester,as outlined under the discussion of 18.790,Tree Removal,in this decision. 1 PARCEL 2 ACCESS VIA TRACT J ONLY None Met 3/1/2005 MET 3/1/2005 MET 6. Prior to site work,the applicant shall submit construction documents that show access to Parcel 2 occurring solely from Tract J. NOTE:This condition is met as follows:access was restricted from coming directly off a stub end of a street(SW 163rd). The street has been extended 15 feet into Parcel 2 to allow a side entering driveway(as opposed to coming directly off the end of the stub). So the need to restrict access to Tract J was no longer justified. 1 TRACT K(BRAY LN)TEMP.TURNAROUN None Met 3/1/2005 MET 3/1/2005 MET 7. Prior to site work,the applicant shall ensure that a temporary turnaround for Tract K(SW Bray Lane)is provided in either a tract within the subdivision boundaries(possibly rendering a lot unbuildable until it is replatted to eliminate this tract once no longer needed)or in a temporary easement on adjoining property with the adjoining owner's consent. Compliance with grade standards will be assured during the construction document review phase. 1 OBTAIN PFI PERMIT None Met 12/8/2004 KSM 12/8/2004 KSM 8. Prior to site work,a Public Facility Improvement(PFI)permit is required for this project to cover the subdivision improvements and any other work in the public right-of-way. Eight(8)sets of detailed public improvement plans shall be submitted for review to the Engineering Department. NOTE:these plans are in addition to any drawings required by the Building Division and should only include sheets relevant to public improvements. Public Facility Improvement (PFI)permit plans shall conform to City of Tigard Public Improvement Design Standards,which are available at City Hall and the City's web page(www.ci.tigard.or.us). 1 PFI PERMIT FINANCIAL ASSURANCE None Met 7/19/2005 KSM 7/19/2005 ST 9. Prior to site work,the PFI permit plan submittal shall include the exact legal name,address and telephone number of the individual or corporate entity who will be designated as the"Permittee",and who will provide the financial assurance for the public improvements. For example,specify if the entity is a corporation,limited partnership,LLC,etc. Also specify the state within which the entity is incorporated and provide the name of the corporate contact person. Failure to provide accurate information to the Engineering Department will delay processing of project documents. 1 CONST.VEHICLE ACCESS&PKNG.PLAN None Met 12/8/2004 KSM 12/8/2004 KSM • • Page 1 of 6 CaseConditions..rpt City of Tigard, Oregon 13125 SW Hall Blvd. • Tigat. . t)R 97223 November 20, 2006 • • Peter Kusyk TIGARD Beacon Homes Northwest O 12703 NW 67th Avenue py Tigard, OR 97223 Dear Peter, This letter confirms that the City of Tigard approves the tree mitigation site for the approved Kessler Estates Subdivision(SUB2003-00006) and Kessler Estates II Subdivision(SUB2003-00013). The decisions approving Kessler Estates and Kessler Estates II required mitigation of 120 caliper inches total. The responsible party shall plant 120 caliper inches on the rear property lines of Lots 1 through 9 in the approved Lady Apple Subdivision(SUB2005- 00004). The responsible party shall provide a mitigation plan showing the type and location of the mitigation trees. The City recommends the following guidelines for tree species diversity: o No more than 30%of any one family be planted onsite. o No more than 20%of any one genus be planted onsite. o No more than 10%of any one species be planted onsite. The Project Arborist shall notify the City in writing that the trees have been planted using proper methods. Upon receiving this notification and staff's verification of the completed planting, the City will release the $15,000 bond. Thank you for your cooperation. If you have any questions, feel free to call me at(503) 718-2712. Sincerely, Emily Eng Assistant Planner Cc: Mike White, City of Tigard Dick Bewersdorff, City of Tigard Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 3) SUB2003 00013 4 SSLER ESTATES NO . 2 SUBDIVISION c //'�� /' / �/y�y /7 /y�- • KESSLER ESTATES 8. V tl - / a/'IG/ / - / X rC/LL./-'a 'el/ -o • ' HIL VIEW Ci, 87TH CT.HDt NN• ' YNt. 11 T. 2 S . R. 1 W. W. M. ST Cr:° nLRD50NAL ELRrSE CT ST AT.FO�n�s N BEA CON HOMES NW Inc . CITY OF' TIGARD ' D�tiPH° �•-• • EK•L R a. Boni .f . �.P . 0 • L O X 4 0 ,, R.S'- GREE RD LN. y .0° a OUN7AINVIEW LNSEC av OR WASHINGTON COUNTY OREGON °'EW TERR MIEW5'RR. °°' E, W �""" ~'toy. WILSONVILLE OREGON 97070 _ a INEZ a Si. BR01',Z m m pp< I �` � MAON �! ' G P. 7 PEMDROOK ST. W„ • R.• 4,911E " p Phone : 503 . 570 . 8828 74 LOTS 3. 79 ACRES P,NEe K • G"OLi a •x P ' •� •p • MARA CT. A MURDOCK ST. ag v Es •�;;4: R. �a a z '� TI o ��#?� o a s 6% gyp\ oQ• ,`ADR. M uu� ST. VIOL x� SHEET INDEX D •., M et L . _ m PEPPERiREE •C7, a�I LESLIE m f °� :! RD.N qp •.•.. m•HOODV IEW S TL • 5 ' / SHEET 1 OF 11 COVER SHEET a OAKS LN. .EM -ac-..9 BRAES F$ IN, RAKE ST. DR. . a9 GR Ii,... 19g' c,\OE KENTON SHEET 2 OF 11 SANITARY SEWER IMPROVEMENTS SATTLER ST. ""� �* ' . _°• - m, r. f\R', �9 �Lj °t. ..E�LA"v • 0210•a SHEET 3 OF 11 SANITARY SEWER IMPROVEMENTS 93RD AVE. & HOME ST. ��, E R�T•! P" " ' �m SlluMEFF1ELfl p•, 4��m o r�uSLl"Vl:: oORBU•• p, • r I SHEET 4 OF 11 STORM DRAINAGE IMPROVEMENTS SATTLER ST. G.„,,, : .• sosvPIE� HAM rT ST. HAMLE, �Grtl' VE.� car SHEET 5 OF 11 STORM DRAINAGE IMPROVEMENTS 93RD AVE. 8c HOME ST. GREENS .. • F•:' AVON DT. fob w • �• GREENS WpY ° B •W+ ob BO••• • r`. CHURCHILL SHEET 6 OF 11 STREET IMPROVEMENTS SATTLER ST. 1 C°REE &&R�1;r g DRE �� AVON 6T. ' n $ BOND •10 Oq 4 m DURHAM L RD. n STRA:,QTD I. � I SHEET 7 OF 11 STREET IMPROVEMENTS 93RD AVE. & HOME ST. I i I KER W -� DURHAM •SHEET 8 OF 11 EROSION CONTROL 8c LOT GRADING PLAN I 1 77 I I PICK'S s°T GOOK DT. MARTHA ��A CO �, SHEET 9 OF 11 DOMESTIC WATER IMPROVEMENTS 1 a � • 3 ' JULIA 6T. "�`"�°" a SEWAGEs� SHEET 10 OF 11 TREE, SIGNING, LIGHTING STRIPING & SIDEWALK PLAN SHEET 11a OF 11 DETAIL SHEET — TIGARD, WATER & STREET I g \ I 1 `SHEET 11b OF 11 DETAIL SHEET — CLEAN WATER SERVICES, SEWER & STORM I y/ \ ) I \ AREA MAP I— y - - - - ! LESLIE CT. �— it ', 4 M. T , r°r;o �'w P E�EMEN TAR 1— \ I n s'�1 b ; m fii$ TEMp�ETr7N rGRpNN0 AREA I \ — APPROVED FOR CONSTRUCTION SAME & p�A 1 5 / — � �— CITY F TIGARD hti'. 5cH 0� 23s 136, 1 a / 1 ( • _____ - MEl ti pAR H s'c»xoNE FENCE - da.'^ ,N 89°42'09°E 382:41' s'CrpR5 raver / 0 - 2e\ a o o ,O 0 0 7 7 w . , 76.45' / I� / 1 .... �/� ,�� I 15 \ eo.00 76.99' 80.12'i saes' I 7 6 � ' ° ' --- DATE 1 �� FOKO mm pl./3/4r 2 J.R. & $ 1 TAX LOT 12900 \\ BARN 3 x' 3 ! 2j2 / I I y EXISTING STORM IDRAIN MANHOLE RIM AT THE L 1 µ 3 _� 2s ACCESS 111-14. EASEMENT \\ �d ' 8 7 6 3 a INTERSECTION OF SATTLER ST. & 96TH AVE. \ n.4�V 8,160 S.F. 0 7;853 S.F. 0 7,809 S.F. ¢ 5 g m 4 M I 1 BASED ON THE BRASS DISK IN THE CURB AT DARMEL CT. Est–,EOI 'N o ° ( m HE SOUTH END OF THE CURB RETURN AT THE TT S � < z 9',076 S.F.. . x,441 S.F.sF INTERSECTION T F E�1-1O r` vT A I a AUNA! YNpA 1 by OF SATLER ST. & SW 98TH 2 �' TAX LOT 13000 252 \ N89°42'12"E ti " HOME ST. \ I I � AVE., IN FRONT OF FIRE HYDRANT (CITY OF —\ Q o PAr�a 1 \ 2.93 �' 76.99 59.88 16.70' ¢ 5 RK INDEX No 177 1 W 6' FENC'f. 20, ` 60.00' f � . TIGARD VERTICAL NETWORK -o.. -uIW�✓ r EMUS- EXfSZ 4S J I ELEVATION 257 06TVN). FIR _F I;. OM _ � i -I- i HOUSE ✓ O y„' -•. PROPyRB ,7- y, © SS. ayti bp. 189°03'27"W ,�� PARK 1 N O A U — ___ — PROP. 10 PVC S.D. 56.38 1 PRINTED O 2 CAS M - .. ......... .7../ ./I ro PROP. 81* SAN. SEWER , - 17 a' w •�' �0 PA I 1 , i SNEO ___r ,} _ l /- ^,2A1 °a. ' �� O•RE00. 4, O r / I/• - - - PROP. 8'.D:I. W.M. PROP. CURB"": ._ :rte �`'ti 90j63 .O ;V N N E M 0 EX T { / / ....,,..,/^ 67.,T 67.41' 51.48' 111 ' \ y Y' /� —� /l 'JAN 0 2004 OR O 1 frof G•, , O' 1 N tiE 1 ��I OREDG �, _ - M��E,D pie aT�� __j_ ,�, ,; ',�. / , o K,, ,,.,, 'o • © 3 ,'' a e° 3 IF THIS L STAMP Iv NOT RED 1 R oYO N — / a �� 1� 7,692 S:F. 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INSERT n II D o 1E ag RovEO ,p $I I 1 Q C & G CURB & GUTTER ,.,; 6AMDR 24 4 If p Op- . 1 TELEVISION CA7V CABLE INV INVERT O C.B. CATCH BASIN 1 SY R 2D0 P, ;, a LENGTH, LINE 1 .N___. C.B.C.O. CATCH BASIN CLEANOUT EDA I ; , . �M o /• Nes°o3'zTw �?I. L.P. LIGHT POLE cm 3 ryb I R M 'IcAR pv E m 6 Nae°5713'E U TAX 2 1 , 0 60 C.B.I. CATCH BASIN INLET M.HI. MANHOLE Lo ARTfN S 4CCass I �p seas sa.00 AX„LOT 13500 I I Qv v C.L. or CENTERLINE M METER, MAIN G �`, n ,1 14 ; pLE o° $ I CMP CORRUGATED METAL PIPE•by E !fl' �/ i 6 7„2'86 S.F, o $ �;37�3 5{F. P m E a' oT• ° 26` Ur'A SCALE.' PED. PEDESTAL•e l 5.L. TAX LOT.l92 E61um.r 15 a 1 T e'Om. O dal 2 $, 1 �„ = 50' CO. . CLEANOUT PUE PUBLIC UTILITY EASMT. Q0 EASEMENT 1'T` ° �' o m m m 1 ^ LONG. CONCRETE PVC POLYVINYL CHLORIDE 589 53'00 E �� 7,681 S.F.W 1 Exisr EXisr I St; I6 CONST. CONSTRUCT PVT. PRIVATE /I O NcusE ''^m pplE 6.532 5. 2.. �5, CV7. CULVERT / \ Z I I 500°54'211W h .-,� R SEaY/CR , u p' M P.P. POWER POLE e I TO BE a� hry W D.I. DUCTILE IRON P.L. or re PROPERTY LINE @ a t z A - EA �' YAN BA 3 1 s s. 2 10' Ol \ DIA. DIAMETER R RADIUS•O —/ -rr�j \_ a I ,• / \ 9.DD ,,.2� ,Cd 31. OF — — —D» hSLMCNT __ `C (Dpi. 6'1 xe�oo ODE e7ao” 7s7 7772' q DWG DRAWING RD ROOF DRAIN R� -I- I - - .4,•_ ao p,low _ ,-„i ^' � R.W. or R/W RIGHT-OF-WAY T� �'� EASMT. EASEMENT `P92, / ; . �' ®'' Allt Ir)°at PROP. 12' PVC S.D. ME " '.. ' < E .L.:SL-er44�,;' E.G. EXIST. GRADE GROUND SANS. or S.S. SANITARY SEWER S SLOPE So, Ex/sT. ro°coNC s/oRMORA� � � '` ;9^T�T�^�,� 1 _ - ,� DUSr. r2"cave. STORMORAiN EOP, E/P EDGE OF PAVEMENT - 4.). Phew EX/ETON I - �_ _,— - Vii,„ 3 • IP) '— _i' _^^" _ ik .� 3 ttt` III ! - gP / [ - J =' _ '• n ^°A3 - ELEC. ELECTRIC STD. STANDARD - - - - - _ .-, - - - - - _ N - - - Ex/sr coR c,4' _ _4- ..•+'.__ N. SER - ^,� - . - - ''`a © - •'� ylrY ExrsT EOP �r�— _ .- PROP. - - - ,I ELEV. - ELEVATION STM.DRN. or S.D.-STORM DRAIN ...,......____T - - - EXIST_ EXISTING (III _ EXIST 72 WATER AWN i _ _ _ _ '4 E S _ - /N ,,' - - _ _ _ _ _ _ _ _ •c'' N 't^ I S.O. xrsr. !z"wArERMA ;-` -`tea FT. FEET T.C. _TOP OF CURB I_ _ e• Sa SEWER or EL. - Exrsr cues - —' 111 Exisr. so ` Exrsr. cuRe F.F. FINISH FLOOR TEL TELEPHONE F.G. FINISH GRADE TYP. TYPICAL 1k- I .... o�. ... c§" _ __ ....- . . .. . ., �.�.., ,... ..., .o.- .- fl,�, I .6'40012 EENCE 6'ANN FENCE" _ h -T wA« C NE FENCE SYMBOLS W I 4- 1 645 II I I I 1 I � � e BLOW OFF ASSY. EX. © 2' DIA. C.O./M.H. EX. 644 199 400 411 1 Oy a BLOW OFF ASSY. PROP. 2' DIA. C.O./M.H. PROP. 1 MER 1E�p 1 I 1 1 1 1 h BE CATCH BASIN EX. n r1 1 F z �S MANHOLE SAN. SEWER EX. o 0 �E SUM' 8 412 426 427 428 1 01 ' ® CATCH BASIN PROP. © MANHOLE SAN. SEWER PROP. RI o 1 646 I 1— H 425 I 841 • 0 CATCH BASIN CLEANOUT EX.CATCH BASIN CLEANOUT PROP. D REDUCER / INCREASER EX, - - I` REDUCER / INCREASER PROP. - 1 1 1 1 1 1 \ I W I 0 CATCH BASIN INLET EX. 0 3/4" - 1" WATER METER EX. 6 d 643 398 C3 401 el 415 J V IN CATCH BASIN INLET PROP. NI 3/4° - 1" WATER METER PROP. 6 6 647 \_ I I I �\ I 0 CLEANOUT EX. UTILITY / POWER POLE _ _ _ Q ' 1 I o 1 I I o • CLEANOUT PROP. - - - - CABLE TELEVISION w w O O — — SUMMERFIELD CT. 3- CENTERLINE W W -1 m I- I- I I FIRE HYDRANT EX. E E - GAS MAIN ‘1% W 1 W ' 1 I- I FIRE HYDRANT PROP. _.. > .- DITCH LECTRICAL LINE U IC) O e GATE VALVE PROP. - SANITARY SEWER EX. o V - STORM SEWER w w Q Q I I I I I I GAS VALVE - -►- STORM DRAIN PROP. °w ° (/J/ - TELEPHONE LINE o 0 O MANHOLE STORM DRAIN EX. - WATER MAIN EXIST, w Mark Grenz PE Dennis Edwards PLS ® MANHOLE STORM DRAIN PROP. -'•'- WATER MAIN PROP. w " � xD' ® TREE EX. Oi .= Multi/Tech Engineering Multi/Tech Engineering 2 A e: t4t 4114b/PLOT:1 01-coy ■ % OR �MULTI REPRODUCTIONS TO BE MADE Design: M.D.G. Drawing Number LIABILITY IF NOT STAMPED APPROVED / F, ��% c L/ /.i��' THESE DRAWINGS WITHOUT WRITTEN Drawn: D.G.G. ® ® �, TGCI7 / AUTHORIZATION FROM THE DESIGN Checked: IC.B. ENGINEER. ENGINEERING SERVICES, INC. G r ffSI Date: MAY 2003 I�1 =' yv�Y DIMENSIONS & NOTES TAKE Scale: AS SHOWN 'J M A S E 1 SHEET Sheet Number % ss , 3th ST. S.E. SALEM, 3) 94-12 "9R PRECEDENCE OVER GRAPHICAL IJ— ll U �/�/�� /�/'� 9 of 99 PH. (503) 363 - 9227 FAX (5 OR 364-,260 /( D. As—Built: C �� www.muRRech.we offIce®muRitech.ws REPRESENTATION. �/ _� �, RENEW OATS: NE 30.2005 ...° .��.. .. .. ,•....,. _. / 1 SEE SHEET 3 OF 11 FOR CONTINUATION OF S.S. DESIGN „,,, , ' 7 / 8' PUE la _ ro m m — -`` X`'� 1 I:' 3 t � t 2+10 0.11191/ CT I — — 2bp U _ � 4 PVC / exist: SEWER '© 1+90 11 1 o s.s. svc. " PVC L = I x 9 10 s.s. svc. — — D = �, TAX V OT 13300 4+80 3+96 D I I' 1+40 --\ H 4" PVC 4” PVC 1+30 I } '' 4" PVC ° \ I x S.S. SVGA SO SO SVC. ' x =+ S.S. SVC. I /' L = L = 4" DJ. } w3 ' ' 2 L = \ V KESS�ER ��._'` D = D = S.S."svc. ¢ L � D = ---1 1 I - -f13. 7+10 6+70 D = 12 x�I,�. •,' z r L 5E REMOVED S.S. SVC n.i n s I I I Qn a S.S. SVC. 7Ln �� 4' PVC tel > a, I �! i6 "x = D 0+60 TAX 10T 13500 I 1 p1 y V 1 5 1 14 0+50 N m 4" PVC 5 ' CA5 ,.I .. 23 _ 4•• D.I.r , a a; a 2 1 S.S. Svc. tit $ 6U I I I 6 EXIST. SEPTIC (- I s.s. Svc, - ' SYSTEM TO BE _ ABANDONED ` EXIST D 13 r; D = r' .5' _- --1 § I 11:;1,. I Ex/sT. To BE I/ k. / \'' YAENK REMOVED :I .- ' \\ '1' ti� u ryryti I 1 s q� / �1. _�h,+ r .._...... _b'�,4._k`AS�M€N7 _ Q 13 N 6'INJbO.nFENCE �. — 2 .r _ tt exist /1"awe, S7M—_/ —_ � � " . , WALE P._ma PRZ7P. Z PVf S '• e E Z S/OE — - :la ,. • CONS . \ ITV . SER N I + i — �-- �Q + — — - �— — T — s+oo a+oo % 7+oo0EN13F,'$" f VC 3AN. :aCWERb oo 7-1=--- -+oo a+oo a+oo zoo 1+00 rrAr�F yAr�.M!-°' I I + exhr. 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JAN 015 7pfl4 IF THIS STAMP IS NOT RED THESE PLANS ARE NOT A UTHORIZED By MULTI/TECH ENGINEERING SERVICES ...1.....� .... .. . .._ i �......�._ � I r.....� I �.... I I ...... . . ...... _. . .�..I I 1 I ' � 1 I I I ...I .. ._ . ... .I I_. ,.. ...... I . � ...... ... .... I L... I I I .... I .... I 240 _ __.`� .d._. , _... {... z >_.- ..«j 240 • I j{I i P. OIL G. RT 2 � ,rn x[n I EXIST NN CL. E ot f o+ zh�z1 2.35— ..._ 1r,+ . o . .. __. 235 li PROFILE SCALE . . . ._. . .... I .,,. R N° 11 . ., ,... r HORIZ. 1" = 50. A , I C s f ' 00 .. . r �RnNN I t. j ... VERT. 1" = 5' I r2 zoo>'�'d� ` I ' .._I 230- _. _...._«...__.___ «... .. _..... __-____ _.._ to ;._. _ .__._..... I �._ 1 ... c� o�z 230 % d 1 _ ; I ,r,PROP. T.C. PT, . .... p.. ..... CgNLT I8 SANIT i t _ I I,. ,.. .. j A R 'A6� L... 260 Y SE 225- " I I f 225 { . . CON PVC STORM DR O ',�I.. ,I. "INS T. i 2 . ... I I .,. ., ..... ._ .I I .....I .... ��...... _. �.'. ,. .I �.. 1 ..I .... 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'% f MULTI/TECH ENGINEERING EXEMPT FRONT \ ,•��' GINe s,•�� NO CHANGES, MODIFICATIONS OR S 1 4 ® MULTI LIABILITY IF NOT STAMPED APPROVED • 6� \ REPRODUCTIONS TO BE MADE TO Design: M.D.G. Drawing Number o SI / �: • THESE DRAWINGS WITHOUT WRITTEN Drawn: D.G.G. (�/j ESTATES SANITARY�n�re� ,nw IR Y 1R 4114 TECH AUTHORIZATION FROM THE DESIGN Checked: w �° °° "��° " ° ��" " .. e y .RE . ENGINEER. Date: p � /� ENGINEERING SERVICES, INC. D D 55 , 3th ST. S.E. SALEM, OR. 97302 <r DIMENSIONS & NOTES TAKE Scale: AS PHASE\'1I� 11 ��p�O�C'�� Sheet Number PH. <so3) 363 - 9227 FAX cso3> 364-,2B0 X19 F- PRECEDENCE OVER GRAPHICAL UU 1�1 GG L5 U G,� of / D. GR REPRESENTATION. `As—Built: .—.../ �_ J \. ..---..1 C5 �� www.multltech.ws officeernultitech.ws ./ ,��,,,�„_�, ,. RENEW DATE: JUNE 30,2005 tikry y v',1k0 238 �y./ I to 1 H ` 6'CYCYOAT FENCE " \' k� •`" ^ s'CYtL YE mice \ a O B ‘O ^ j O 1 D 8 Si ' B B - glib; O B —0 / ■N x 3+86 A+1PVC r : s•''' S"SP SC , 7 4+46 2+70 \ - 4" PVC F' 4 PVC , \ ,' S.S. SVC /` , S.S. SVC. 32' \ eARN L = f L = S.S, SVC: L._ C ..� In,,jj 0 _ _ D D = ' \ ti"6 x 5 4 iLl_ - : CONST. MH#4 i \\• ,I I2+74 (12'RT.) / 2+35 �1 NA YNDA i1 \ CONST�a'RT' j .,., tia x 5' Pte; HOME 52. - ` 4" Pvc AN l _ L ` 4 , ,� r , r -Lh` S.S. SVC. ;°- - - - - -I.1 1 EXIST ri ' CONST. 8" PVC SAN, 1' i "I- �NOUSE i� '^`��_—_— °' PROP R. I �' 1 \� D k °: ,. \ i /�I o 4L e+o.i� I _i, p:'0 �... a+oo -� '' :, 5 ' / PARK 7- -.... J x p — P. 10' PVC S D. _-47 ,� , , �'�: R, ��cj PROP. er W.M. P 0• Cu•6 ^ ; N / / s & k 2CONST( MH#) Z+26 12'RT N :' / / 8' PUEJd ` ° J © 3 / k a 1+90 11 a 2+10 • 9 10 4"PSVC. - L S.S. I + L - H� � x L - 1 D II AX ILOT 13300 4+80 3+96 . 1+40 — — F- 4" PVC I i \ P x S.S. SVC. S,SpSVC. 1+30 0 4 VC L = 4" D,I': 3 ui e S S. SVC. I \ ESS�ER �1e ,, D = o = ,s:'svc. Q N ---t 2 p K - J B' 7+10 s+7o I D = 12 r m1 a 1 -r ,_ ' % 4" PVC 4" PVC�II 0 e 8'V) 3 " S.S. SVC S.S. SVCk. tit� PAN-161 10 t'C BIE RE[�OVEDD = L = �_ " D - ,CARI ± d !=%?ic 0 TA SOT 13500 h r 0+5D ? al GAS x 4 4" D.I. a ° . 42 �U o r �_ _i Ss. svc. m i 1 TO BE"\ L 0' 50' 36 , �- - D = i 2 / j EXIST D r rt' y r' EXIST SEPTIC iMMEMEMilli ,J". S ABANDONED � ' Tope ,, h- - M k - / \ (ti 9' SCALE: pS 1" 50' I i 0 f„ , .8' PUE Y NK� j REMOVED J r + _�6�D ASEM€NT B PUE_ ry a' 7 r — — _ _ �!•` �� PROP. i2° ..,_. ! �x)}r S/L ..,.�,. �:-u,. ,,� ...�.: �.... _ - _ Fad - - — .. — _ . — — [5 _ 60� w :...,� — ��a'_+ _'�� ._"_ w." - �.. .1 w. . A s li�l� ---CONS wYq a1 - - - — +woo - -8 SA' EWI=R sioo :+oo a+ao 3+00 la s+oo eFOa - _ - �„vim del l� YIR'Eraw Co I 1 _ _ _ — _ _ _ N £,Year. rtsWco *Arm • __ _ _ _.._.<<--q5i . ' Exrsr. curre ""'._._.1111 --- --- _.._EXrsr. so —� -,'_ -' Exrsr cuRe .`' s CONST. MH#2 .S/4�'L�R .sT f S�CONST.n6 *ow FENcr If—El•_, — 6. uo0oFENce• ..� .0_'H R7EWce' _�� 1`-E 645 1 7+50 (SRT, I ---i I 14+90 = 0+05 644 399 400 411 1AN1°RFIE`° I QI win 1 I NOTE: SEWER SERVICE TO BE EXTENDED INTO LOT (TO P.U.E. LINE IF IT EXISTS) OR AS DIRECTED BY ENGINEER. SERVICES TO BE MIN. 6' DEEP OR LAID AT 1/4" PER FOOT SLOPE MIN. IF UNABLE TO PROVIDE 6' OF DEPTH. PRINTED 'JAN 05 7004 IF THIS STAMP IS NOT RED THESE PLANS ARE NO1 AUTHORIZED BY MULTI/TECH ENGINEERING SERVICES moo ... tV '-._ _.... ......._ 245 r�` r ' I ....! t - 245 co Cs1 PROFILE SCALE \ Y .. } .. i. .. ...... ... ... �, � � 1 i I z� � �,.., 4 .,.I .... . °� L. ..... .._ ... HORIZ. 1" = 50' I I, �„ gN;MN .. VERT. 1.. = 5' 240- --•I i + : : j. ... .I � NL.._ _.. . . r r 2-ice I zz = oo %W 0+ N o III I � �N `� r- 1_,* n CO N NN �- __ _• 1........_ kIb.. ... ... .,... '.. .. �L\ o+- > L.. o+-zz PROP T.C. _ zN LT. & RT. I 2,35 I + 2J5 VIII �. �• I ". .1 . . -c0 to CO I A7CC sR NO .. 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Drawin Number MULTI REPRODUCTIONS TO BE MADE TO Design: / TECG.G. �/j n ��( B`�Q�� °j �� 494 H / AUTHORIZATION FROM THE DESIGN Checked: J•0•B• w LL ESTATES ; D ENGINEER. Date: MAY 2003 f� ENGINEERING SERVICES, INC._ :/......516) I� n Ic �; DIMENSIONS & NOTES TAKE Scale: AS SHOWN LI M 5 [ I IMPROVEMENTS Sheet Number 56 ' 3tl-, ST. s.E. SA`E"'' °R. 973°2 t ` PRECEDENCE OVER GRAPHICAL Ll u U a f PH. (503) 363 - 9227 FAX (503) 364-1260 , As—Built: '� 99 www.m We�ceoY,.ws o.+��e®m��t�t®�h.we •� REPRESENTATION. �. _ .�.�._ .,,,./ m_ _..`._.__... _.. _.. RENEW DA E. UNE 30,2005 fed I CT LIojj r__ C STORM DRAIN STUB 10" PVC o R IM 234.70 1 !I I - "cI I S7EO I C`ONST. 10" PVC RIM 234.38 NST. M.H. - hT F EL ,�;' ` L 121 S=2.34% a INV. 229.20 NN/ ' A YNDA 13000 252 �.. • tia HOME ST. 5D' M.N. L=13' to INV, 229.20 SW LA0ft`I 1 w 1 9 OB% TAX LOT PArJO.r..-.. .. ., : 1.. INV. 229.2 4 5 S INV. 229.20 0 W / w s•NGg2r,TNCF .`-_I If ,' ,..� CONS7, 12" PVC In u------o ! I o ❑ ' EXJSI --- /l l / oo _ ,`f r:�, - ,. PR(?F",:,9° ShN. R t, L=55' S=10.98X I y ,7- • P I I �II,, 7 1 __ _ _ _NOOSE }X -0.. PROP c�u'� I .' DRAIN 3p ARK 1 Jf OAS p [ , „ 5+o• N , 4+ , SNEO ! F_I- - .................. j✓ 5_WG'SEGl N.h�W''�4 ....,.. �; ce ' _ ...I_ _ _ �' , _ Ex1 r 11 ,_ - !! =R.•. a D w.M. .o cu:: lil k SRT i N N 1 J w 1 I , 2+20 1. " . �1 44, ki I n �'*� CONST. 72 3 3 o I I /� a ,,, IM 237.53T. M.N. 2+81.68'(17.75'LT.) RIM 231.96 DA CTE;rsT SEW? © I SAN 4°' CON ST. C.B. INV. 223,16 ,NW - MEN 2 BE TA LOT..111.0 I I 2 INV. 232.03 E. RIM 234.34 INV. 219.99' S. Q AR '- - INV. 230.34 11 N JJ I - - - , 9 10 M.H. 10"0PSC5.70% '1, � 3+97 3+72 I =- - - - "_ �4 TAX LOT 13300 , 4" R.D. 4" R.D. CONST l BOO+�P , - L = L = I 1 STORM W T R) \ / I I - 2 1�, 1 x D = D'= CONST. C.B. AT o (CONST. C.B. AT MANAGEMENT STRUCTURE 7 L a44� " ER 1/4 PT 'D'., ao z be o , • ,'' 1/4 PT. 'C' 2 6.27 ./ E$ 238 , RIM 22 K $� y INV. 219.45 W. - 1 J I RIM 22p.1'2 0 Q q RIM 227,16 a L /5• INV. 3.12 12 • b INV, 223.16 INV. 217.15 SE ti o ¢ 246. f 2 w, " STUB 12" PVC TO M.H. I I 1 .4•L 1./ 244 „ PJREPLACEC J� d TO L L P15' of . 0 Lt te1' TO M.H. L P17 L=10' S=1450% Q UI Ji ^ BE RE1Jy0V U(n S- , I ? I 0, 60' f e "7 3 N 7"ti r - - - - - - cARI m s m` II 1.12% 1 s t: o TAX LOT 13500 ARjr Js AccESS� I I' 7+75 (13'RT.) x 15 1 '0 2 M EASEMENT 14 A$ I EXIST CS SCALE. ;, . :. J[,�. / r 9+64 (1TRT.) CONST. M.H. 5+3146 (17'RT.) gl a 1 26 1JC I 1 o ,2 L R/M 214.81 ( , r & 8'UM. CONST. C.B.C.O. { RIM 233.38 y 1_l CONST. C.B. ' 01 $ I rNV 2JZSAE 1' = 50 E' TAX LOT. 13200 EASEMENT" 1 RIMR237.075 F INV. 224.50 N 23 RIM' 228.02 a1 a CONTRACTOR TO RECONNECT ANY .1NV 212.475 EXXST. as I j EXIST. OUTLET STUB & PLUG / I CONST. 12" PVC EXISTI G ROOF DRAINS OUTSIDE RN rat. 2J9s,1 ' / INV. 235.35 W, INV. 224:50 E. ,r ..•,Exrsr. '''I "' EOrST. I -SNUB 10" P •� 3 N I Exrsr. MM rrou z39rs w 2 5 W O HOUSE STUB 10" PVC TO 5TOR DRAIN OF SUBDIVISION PROPERTY RJM27sos Exrsr. Ce I TO BE I' .LEE L=110 MS .32% k' I /NI! 21L98 N. R!M 27483 •EXfST INLET 239.50 E. p ,2kp /. 1 INV. 235.35`E. 1I ' I k ; ,v" KC REMOVED ,. i 1G" NY '2221400% . ti� !�tiry 211.74 Of 1 '\ /NY 27228 ' S``�I - fi�.D1.EMENT - F EXlSl INLET j' ti� C 5 rNV24a2s_ Qo _ _ 23 / : `-'•, t' o- -\\ I ./ �'\T \ - i B` INV 22309 6' 0,f,N � - I.', CONST. 12"-PVC STORM DRAIN L=189 5=5.74`G �� I�- �� -► T �/ J•\�%-r. , •_ CONST. 12" PVIaS ORM DRAI L=400' S=1.04 21014 > �;4 . . ■oLe��_ '-` EWAL �,' ,, ..,+EX 12 t _ - v ~\' „p EX/ST 10"CONC SjORM ORA - :a Ee" •.f _- - I� __ _ - _ �^' �� . !:I -"� _. - "�, "' ' S _ - - - - - _ - '�.' -^. 9y„ -n.' _..:.. i„ PRO SIO , ..... -`- EX/ST J2'CON RA/N - - - - - - - I _ ., _ CROP. B SAN.-�`1VE�-. M - _ _ a� _ _ SENh'R it+ao - _`tr tolao > + 9+00 ' --f _ 3+loa s+oo 1 +oo .•., �_ - ''-- EX/ST OUTLET EXIST. INLET I _*'�EXIST CURET 7+0 2+0o j1+00 onsr a _ - _ - _ - T y _-. ____ „_ _ 11 H.91gTR M4.141 /. 237.39 e• 1NV 22318 '., � EXIST. 12"IYATEX'MAIN _ _ I W 2 235 J5 X Eyisr CURB -EXIST 20. ,_ �� EXIST RB - - _ / I sr Exrsr CG3 - ' 7 - - -- /NV ❑ - 0 - - ❑- - ,,...,. 30- _. _ .!� , O XJST. SOCIVAL/,' n , ,,. S'NOBB CF I 4'CYCLOWE FENCE d'7MOD CE o..... Y��. _ n. J1- O-� -� �- 4_ ' � ti R/M 241.83 1 F N �� 3+81 17'RT. ` NtlODE � F'°'•""�'d" B crrYONE rFNCE t k. /NV. 23945 v o SATTCER ST. ( ) 3+75 (13'RT.) ` I CONST. M.H. CONST. 12 PVC 1 fNN 219.45E CONST. C.B. " 2+30 (16'RT.) EX/ST Ca o RIM 225.36 CONST. M.H. i RJM 22&o5 RIM 225.38 STORM DRAIN OVER EXIST. S.D. w 645 I 399 400 /NK 225,01: INV. 221.36 NE INV. 220.50 W. L=145' S=0.69% g¢¢ ER ¢JJ RIM 219.94 FIEF STUB 10" INV. 220.50 NW INV. 216.00 W. M 1 4+98 = 0+25.5 CONST. PVC TO M.H. I INV. 217.00 N. INV. 216.00 E. ) C4 $UM CONTROL STRUCTURE 8 L=7' S=12.29% 412 INV. �� E. I ¢26 I ¢2J ,126 4 RIM 227.56 4} 646 - I OVERFLOW 223.80 _r - 1 `V ,I, INV. 222.97 W, i INV. 222.97 NE l I 643 I 396 I a I 407 I INV. 219.80 N. I v 1 413 1 \ 1 I V INV. 219.80 E. J 6¢7 I 1 1 ORIFICE DIA. 5.73" I n 1 - - - � - - - - - � L 1 T T - - - _1 I P - - �- - - I SUMMERFIELOCT. - - -. 1o1 I 1o1 1 I 1 1 I 1 I- I I I I I I I I Q f I Q I I I I I IF� IIfv�E® 'JAN 0 5 2004 0 3ui IF THIS STAMP IS NOT RED mo m�n,n,n THESE PLANS ARE NOT �o0^�MM AUTHORIZED BY MULTI/TECH , c ENGINEERING SERVICES v1ccuia c.,cni +"••zz � .. I __ ... L. .........I POP "1 G. RTI ..........},., o� L... ......... ...... . . .. ... ....._._ .,,, £ksr i I I I N N I I I I F' N I _ ....._ . _ ._....... °..'_ A ...� ..--.._W � ..., ..._. .__ ........_._._.. _. _.. ._.. -.... }.. 1..._.L.... L.....L :3... .. ........._..!_._.._...._.. ._..l__...._ ._. ... ..- ._.._..- . . .. _.... ..... - 235 rl 2'35 - Z f i ._ ....... . I. .I:::.....i I.. I t ... � . J I C.... _.... 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ONT. .:B"., S 1 uad. 1 CONTR' CEOR TOWONCV i..I ......... i........ III L /1NITARY Sf I Z: I,...,. T IZE OVE .TM.I� »I ' 1 4. .. 1 R I n . ca L.-.I-..- . OF _( XISTL °'_.,-.. ooNaZ� 225- 0 RTLON AIrf 225 srol CdNSr. 12" PVC RM u+i x STOM DR,L. I,:......:: I. . .............. J ..- ......�. ..':::...... ! .. ... _ ......1- .I I J �........... . .. ......,...,, I -........ ., .1......::.1 ... .. ....,,..� L - 400 5..._.'. D" 1 �... .L.... � .. .q....... `p31 -..._�, .J.,. 1 ; L::...... .., ...,....... .. ., .:.. .I .......... I .....'..... ' 1.0021 a III ° ' -. .. ... I do { 220_ t �. .. .:.: I T 1 - 220 I I ........ ....., .. ..-.... .,, ....:.... ........, , ..{:...... ... ..,, ,......... _ , J _ L.... . .... .. .........' .. ..__,. _.. .._I .. I ' . CON T. 12' P STORM'._DRAICr7-�'"T'. �-.� L. L... I I i i I 1 b. - 145' V = .69% 1 1 � .... I I�r. CS 215 0 L - h I I sr - 215 in tn ..........:.. . . ......... ......... W_.,. L._� ...1....„ I L. ..,. .. 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C. �� THESEODRAWINGS WIIHOUTMWRITiEN Dawn: D.G.G. /►� 1I M (� Drawing Number TECH , " }°* p �� AUTHORIZATION FROM THE DESIGN Checked: J ° O�°V° ��0°� 4994 ® / �, ENGINEER. . 1, / Date: MAY 2003 Sheet Number ENGINEERING SERVICES, INC. G / AS SHOWN ��p�OO �� ;`r s A EM 9 ` 02 cr DIMENSIONS & NOTES TAKE Scale: p A �� v PH. (503) 363 - 9227 FAX (503) 364-1260 / �9R D. GRE�� PRECEDENCE OVER GRAPHICAL As-Built. of www.multitech.ws office©multit®ch.wa REPRESENTATION. . . _.. .. .. _. _ .. .. RENEW DATE: DNE 30,2005 \ '^"°• / IptAT �,R• TAX LOT 12900 \ ( 6 / \ s' 8 / 5 / _/ 25'ACCESS&UTIL. EASEMENT \ ! 2+62:68 (14'RT.) ¢ / •\ Ike' x CON§T. C.B. z i ❑__ - CT sLEO 1 \ ' RIM 234.38 ` 276 (2'RT.) 4 %` - r e \ CbNST. 10" PVC INV, 230,38 N CpNST. M.H. _ II r-- , T 1 STORM DRAIN g B 10" PVC o RkM 234 70 D� � F ELL \\ \ tiA x L 121' S=2.34% TQ! M.H. L=13' a INV. 229.20 $M/ �NA�yNDA I I ' ' ,.,...,....152 '' I 3000..... .. \ HOME ST. s=9.08% INV. 229.20 LO NA yV ❑ TAX LOT 1 PATIa. �........ - r' INV. 229.20 SE - 4 5 1I rD , iPP a gyp' K 1 / h tcAS MI .. 1 0 '` -I - 4i .. s+ ZM-,' P.. a ,D w. _ �d •• L=55 5=10.98% I; ,7 (010-7 N PA i_L ) „ SHED 1... .r-- 6 f F {N1FE V\AZER RAH\1# _ py ...... hI S , , / ..,, W _____ � _ _ _ _ _ --__T 1 I \, 2+20 0.5'RT.) 1 N. N. -__./ / a ` © CONST. 72" ,t//�J1� T `---1 ! 1 .,,C' 3+97 CONST. M.H. \ 0 ;DIA. M.H. `3 124#/ �i/. I o -I-- % x a ' 2+81.6$.-17.75'LT. ., RIM 237.53 ( ) RIM 231.96 . / Exrsr. s N SC R b GAN '� - - - - 24D INV. 232.03 E. CONST C.B. INV. 223.16 ,NW MEN 2 B TA L OT.....J 3>.D I I .. 230 34 11 + I _ RIM • INV. = 1 INV. 219.9 ' S. D �K _ � � � I 1 9 10 at I A R NYLWEEF .- - - - -I x STUB 10" PVC TO,,'' h16 3+97 3+72 M.H. L=201 S-5,70% - - - - j TAX LOT 13300 f 'I� 4.. R.D. 4" R.D. I a _ .h7o (25 5'RS.) CONST. I 4 I I = I I STORM WATER y409 ! $ 0 D CONST. C.B. AT Z CONST. C.B. AT MANAGEMENT STRUCTURE \ / I,. J Si-ER RIM 227,12, 36. ?'` ,' RIM 227.16 NV. 219„45 W. L KE 23 RIM 22.12 :(.3.°54.Z o Q c RIM 227.16 2 I �V....., .- . . 12 'll INV. 217.15 .SE -� - JJJ'�� B INV- 2c3.12 INV. 223.16 I STUB 1 PVC w STUB 10 PVC STUB 12 PVC TO M.H. " - f 4 FIREPLACE - y • L7 iA 0 . t O a 1 / L=10 S=150% a. ,,,,,2 TO MI.H L=15' rn (� �) TO M.H. L=17' 04 S=1.00% 5=1.12% . y: p ....,'}C BE REMOVED N J ¢' $ •• / "'i o- �. ✓' I A N M1 r ( cAR I TAX LOT 13500 I 1 I Nh /&`5 STI s Access ( ) 5 13'RT. �I S 2 h I r TAX LOT 13200 EASEMENT .l OVER END OF NV 23336 21 CONST. 'RT.) all ^ 1 ryg6' UCA I EXIST ce. .. 9+64 1 TRT. CONST. 6 r _ RIM 2reCS I 5CALE: 224.50 N. I L S IN 271.47E = 50 E• -" r� ) 1 CONTRACTOR ROOF TO RECONNECT ANY /NW 27247 s 4 EXIST. OUTLET STUB & PLUG , Exrsr. ER I 15 _ 14 RIM 228.02 I' I CONST. 12" PVC ' INV V P996 N I RIM 237.75 I INV. 224.50 'W. �,.-'Exrsr INV. 224.02 EXISTING ROOF iRAIN5 OUTSIDE I Z ON PROPERTY �L RBI 24L78 13 EXJST MN INV. 235.35 W: , INV. 224.50 E. J� e� i' NarsE LSTORM DRAIN 0 SUBDIVIS -' RIM 216.06 EXrsT. ea / /NV 239.50E I . h , I I R " 110 ' ti /1 STUB 10" PVC TO t5, TO BE L' . 1'4. NV I 1 Exrsr. INLET G V. 235.35 E. / OE NV.,22247400% S 0 32 OF Vti V 21196 1 RM 214.83.-\,I /NI! 240.78 I iC ry 1N,,,,,,, I 23A - -6�.D,._C _EM1=NT _ 5g1;17,LET ft, rNK 217.5 ii ./ II� _ - _ slroa2 FEN � `°• CONST. 12" PVC STORM DRAIN L=189 S 574% �� E T. 5 .t�" • • CONST. 12" PaSTORM DRAIN L=400' 5=1.0• "�►� _ . - ��_�� n' `✓' `;F, ..?.Pkc 50 ,r EXJST 70"C[HVC. SJORM DR4 19 _� 4 a ••' A ! 1 > '..LC E In '' M5- >10. • h EXiS7 12 STORM DRAIN 01 Iwi_y., S - - - - - - - - - 011 ++o- _• I 1 70+00 EXIST ODRET s+o0 - _ -I- _ e+o-I _ EXNII 231.39 �i+'oo R"°'=-E$N.-S 4f'�R ;� s+oa ,,,.N+oo y I 1 �- 3+10 - -r`_,t QO.� �-�. =�'_._ �,I, _ '� _ _ _ ~ -- -► \ N PROP. 8" 5 SEWEW I--- _ EXIST SD ii I I r' /NV.S221BET EXJSX J2`H'A78R d,WN ,� - • - - _ _ - - - I1+00 (III e !NV 235.35 - ,,-,. _ _ ..4�•�!'ST, d2 W,Q_7ER YA191� ` - - - - _ - _ _ - _ _ - - - -_. - _ _ -,_--u51 '"' EXJST awe - - - � _ _ _ _ _ - - - -EX/ST SO. - E/Sr r _ M� 71(572 S/0EWALK I•f II - - ❑ - ❑. - . . -❑ . - � . . - ❑- , . _ . --�0- y'i o..... _-o f1- "C, i - Il- ❑- �1 ._ ! EXIST ce J - - _,_ II ......_.aM A fl- - R/M 247 s3 I 5 WOOD FENCE I 4'CYC/cm''FENCE 5'11000 CE , �N� , ENCE T•cox " I 5 Craati En l� çc 3+ 1 (17 RT.) 3+75 On t.) `r � MK 239.45/Y. e S.4TTLER ST. 2+30 16'RT. }p42j1 /NV' 23se3NE �� I I' CO ST. C.B. CONST. M.H. CONST. 12" PVC ( ) Exist. 05 ❑ CONST. M.H. �I RlM22eD5 RI 225.36 RIM 225.38 STORM DRAIN OVER EXIST. S.D. 645 I 399 400 JNV. 22543E IN . 221.36 NE INV. 220.50 W. L=145' S=0,69% Q 644 411 " RIM 219.94 D STUB 10 INV. 220.50 NW FJEL INV. 216.00 E. M I = 0+25.5 CONST. PVC TO M.H. I INV. 217.00 N. INV. 216.00 E. I - - - - - - SUM ER CONTROIL STRUCTURE 5 L=7' 5=12.29% 412 INV. �.J E. I 426 427 428 I k:::' RIM 227.56 I. 646 I OVERFLOW 223.80 j H I I I m 1 INV. 222.97 W. �j INV. 22'2.97 NE I l I O 1 - - - I 643 398 I ~ 40/ I INV. 219.80 N. v I 413 \ v I I I INV. 2E DI E. J .�647 I I I ORIFICE DIA. 5.73" I �\ - L- 1 I 0 SUMMERFIELD CT. -p•.Imo ' I I 191 I I9 �- ! ! ! ! I I I I I ‘p.:.. ! I IQ ! ! I I I PRINTED t , I j. . . . . .. ..L.. . . .I . ......_ i. ..I _...I, % IF THIS STAMP O IS NOT RED// THESE PLANS ARE NOT �� \ I 2� � Y MULTI/TECH �. I I .. I 1 1 „ j. (, A ENGINEERING I SERVICES ��/� " .. I ... 1 t .._-I i SCALE kilit001 I I N N f 2 ! CV ....[ o •�. .. ... 1,....-j.itcs STD. MANHOLE - ! .. g ZZ n •FRAME&COVER I ( y y NEC w w ._ .-N+- .,, .... ..� . ,...il I LT. & RT. ! N cd . STD. MANHOLE STD. MANHOLE •1 . . . !I T.0 / I ' I Imo a.._ ___...__ _ .__...._ .___._..C72.' 111441...-. I 7 . 71f� I c� . w sJ 1 2,35 g GROUT GROU ��- _ 7 , \ I I �` W FRAME M COVER FRAME N COVER 235 f 111 1 SET IN MORTAR SET IN MORTAR LF.G SURFACE '- T U F G. SURFACE .... .... _ ... . . A tl iI ." u .. •1LE4X�/LT J I n O N A MIN. 8' GROUT = PII_N - ..,,. ........... ...��..�� E� I O T ° �PV `�� 1 REINFORCED GROUT .. H v rN tt,..N N c� .. 1 � ACSP - ALUMINIZED �- I NS 8I C f �� II ,„ �. g a o >y> _ CORRUGATED L 3A �� I `I` z z z z STEEL PIPE 6'-D" D • I - 230 Ti�---..___.___ _. ___.__ NTH SE t_. °o mil- m 17 MAX. SPACING NOTE: _ 230- . .I._.__....... ..... . I L... arpGCrlr_T 1 i... WER U' o y JOINTS MORTAR ONLY, y TIRO ORIFICE 3238. . . ... ® - _H V ... (\s > .. PLT P& .Q• L...... /'t o vwi m _....... I,,.'I'. I .I U _.......__-•_•_.--...JI' __..__......-_•" Y" _•72 Ij e BRKET 1 T ..... 01 r IU I- 2215"0 .._. psr . . I L 1l Le y,P 22.1 CONST. 48 ACSP L-195' S-010% 0NDORIFICE BA225 . _... . ... [ I. ..�......, L........... _ ....... .......... .. . ._..'..Ir iy,S. ..... ® , •�. • I. ®�I®�� I1% M M M v m r ....__,._..._... .... ......... l t... ..L....,. ., .,.....��.. ....,..', r 1 n O O B 1- .1.- .I .... _..( ._.I I .,.....,!,...... L....-.. I .,I -...,.. L.... I 1 �, C A Y SEWER U I d N . 2 PVC 1 -..- ...I CONST. 48" ACSR S DEN.N TONrv° 4 I I ¢ ' •- N /r 5".D. _ .... ............... 1, ..... . .....,-.... ., ..I.. . a I T ...ICI �� ,. 1 N , rr m ....... .-....__.._. ..-. ••1:7C• -- 220- + + i-_-.........-._ I - 220 �? MANHOLE BASES �• r a ° ..... .1.. ..., . . „I 1..... ..... ... .... .. W........ O 6" GRAVEL BEDDING / \11 rr o n ..... . .. ..._ 1 -..,.-...-. -.. I .... ... . L... .... ..-...-, ! ... i 1 - .,. .. ! .., ..-. Io L..... O a.2.4 I' I w W NOTE: PLYWOOD FORM ALL ••:1,. 371 L.F. RPN LA BACKFI 0 ... I 5 5 5 / L ! ! • ! ( I DATUM ELEV 2+20 4+98 = 0+25.5 DATUM ELEV I _. .. 72" DIA. M.H. CONTROL STRUCTURE I FIRST ORIFICE 215.00 J J i ci ..1 J J v i 215.00 U V I:3 3.85" DIA. Li V . v Ci Li V V C 'Cl V J U IN 12" PLUG INV. 219.90 N q co '0 N 0 N A '9 10 '0 a o, DETENTION SYSTEM "N `N N H N N N N N N N ° ° ° N IS W 4i W W 4i 4i 1C! 4i Q L,I LV Lu W y 6+00 5+00 4+00 3+00 2+00 1+00 0+00 ° < HOME STREET >1C 93RD AVENUE >+96 N N O \ A \ �j '�� 1 �Ep PROFF 4114h/PLOT 1 05-SD til Vi MULTI/TECH ENGINEERING EXEMPT FROM \ \C GINS s`Y 0/ NO CHANGES, MODIFICATIONS OR 1 r -N i 1 r r• MULTI/TECH LIABILITY IF NOT STAMPED APPROVED ° FP r?� REPRODUCTIONS TO BE MADE TO Design: M.D.G. Drawing Number o 6. //� / TECH /� Q� raTORM DRAIN® 9� �` AUTHORIZATION FROM THE DESIGN Checked: J•C,s• U `l L`= S L L� u U L� T A I� © STORM 49514 Gr, ENGINEER. Date: MAY 2003 2 ENGINEERING SERVICES. INC. a SCaie• PK A SIB II IMPROVEMENTS Sheet Number <Y DIMENSIONS & NOTES TAKE AS SHOWN LI UU LL �:•� SE II Uv11U �J LCIIVIILCIIV a. 55 3th ST. SALEM, ate. 97302 'yqR E: U 3 PRECEDENCE OVER GRAPHICAL /� o of `�`� PH. (503) 363 - 9227 FAX (503) 364-1260 \.... D• Gk As-Built: REPRESENTATION. ` J \______ / �__„ www.multltech.ws offloe®multitech.ws RENEW GATE: UNE 30,2005 .� - - - I ) I mm.-.._ y/ pLAr 2 I �.R & TAX GOT 12900 yx' N 11 \ I il y 8 v L 25'ACCESS t UTIL. EASEMENT \\ i__ tray'-,x 7 6 a S 4 t-= j /DARMEL CT. I € b jsuEOl •I F ELLI�r \ d / LYNQ I , L TAX LOT 17000 1s2,,.,, r \\ tia a5' Na LA 4 494.39 RT. END, IMP. HOME ST. aF ANA PATV 1 I - - 4 5 ❑ \.....,.... T C. 240 33 } \ 1 H ❑ a 6'" � ❑ Exfsr `' i INSTALL STANDARD I ' in _aaisE x TYPE III STREET - • cuM \ ARK I_'_I', - 1 .. V_ - _u,.. .�' _'"` PROP,'8 SAN SEWER ,h�01 ,.,.I P � ' / BARRICADE WITH_ 5+O.1 'H e .T N OP OF CURB CHART cAS M - I a•°0/' ORO AD TO B� k� I �aeaz: a 20323'. D , pROP, 10' Pvc s�. p I T.C. = 227.57 E EXTENDED IN TWE Iii' W Rop. s os. w.M - -:.• :: /I T.C. - 227,64 �, NoNE__ « %UTUR+ S98 LT. END IMP. ,I ng r PC 3+08.83 LL£X T T.C. = 227.70 I 3 3 T,C. = 227,70 , / 4 94 FIRE mu I PC 2+17.42 RT. OA NV CT - - - .. - - -"4f// /N T.C. = 228.30 RME1- 2 c BEGa�urA l LOt„lit O I I I tuR R9�Rn I I) 2 11 s• e PT 1+91,28 LT, Q I pA I K I 9 15 T.C. 231.20 % I,, I Q I T4 - - - - - - - ., � . "I T 0 AX 13300 is _e - F IO tiry / I Q 2 ifi a " - I �� KES236 12 - I I h c- i E/REPLACE� �� T C I I' I d W ..../IC BE RE OVED F'` 'to /) I - 0' 50' ah rN . - i'J CAR i m $ 3 m a ' . FI TAX,LOT 13500 I I > I � y 3 N F X I I _1 � . - ` 2 VII IIIMMOMEMMI S•t MARrI 'CASEMENT �` ti"' r o 15 14 f Ip -' co A - • -'�---- . N do J 0.1 y$ a, I' 2y US S I I SCALE: & earn, F V1 �, 36.1�i1� L l nN ial a MN 1 ti S, L �� I 1" - 50' y II TE TAX LOT 13200 EA, MENT-"1/ �` ces .,2 1 y c ' ,,. 'I « KOW.NX { ''_t O+N la 1 i� .bN M b paW 7c• a I ; ��p., 1 +� •WN . 5r.'' TO BE ' ar �� PG Ilt�ll�.,p'III � i� �M W� � � � f j�� ^� TIC ( !M I n 8 -• 3p ! j IN'V 1 ��I%�UCD if a k R p m 1 ,. S , .,. ' �� I :� m. p L, TC.�228.60P. o. 1 10�� . - s' 9SEMSNL - Q�cfiw� +�ac3 h� ) I o - r 6 ,r_I FX, {z" y • r. sroEwA�--0 .N. JI om,.:.•.e�n...�-..., .. •""•" .. ... .. .. _ .., -aU1 C$ "� ,� !^.H ®®�� _ �j E f2 CCNC.�ST(4 ...�, " PI{C SO '. .EXIST. FD"CCN/R Sj44M oRA +00-.i•1• .• ""'III' _ - _ -!> �' _ _ _ t,-...g -:, pq.r� _ -a3 •• - _ ........ r _ iA X/ST S f2'sr, e Q -►. PRU - -'-'-• - y-{�.. ... .r _ , �„ EXF6T ta° - y,,, H POP. 8' SA SEWER _ P.; - AN.� NEFZ : --_ ,____.--'-'11---- �-..._ - -y4• -'e`"' --.'--`•�I +- _ _sue + _ �P _ _+- - _ _ _ _ _.y- _ - -}- _ _ {- _ _I. _ _ _ _{___ \ - - --1- - --i- - --1-- - _ _ - - - - n+oo- ----Tr' _I \ lo ° 9+°0 -,` a+o° ,� - -Oa e+oo +ao n+oq.. S+oo z+ao j i+oo -" - LXISr J?_'JOS ER MAIN _ li" -± . _ - _- - -. I -EXlSL S,O. EXISF LPB _/ 5 /MGb LF - - •,. -!" 4'CYCL LINE FENCE /ST SIOEN"ALK 6'Waco FENCE 6,µbb 6'l10.XJ7.XJ�fENCE 6'BR{CK 5CYCLp4E' ��` FENCE - Q I SA MS? ST. I I I )� I I 645 I 644 399 400 411 I I � �I eir, f I - - - - - - soot N�, 8 - 412 - 425 426 427 425 II 646 I Il I I et Si I F- - - - - I 643 I 398 I V 1 I 401 I I1 I 413 I 1 I P -1 647 I 1 I I I �- I I I a- I I I �\ - - - I- - I C.I. C9. P.L. 7. _ 16 __ ,1 PRINTED '- , ,CLASS 'C' U A.C. PAVEMENT m 2' 'CLASS 'C' TYPE 'A' CURB 'JAN � pp EXIST. A.C.--\ A.C. PAVEMENT & GUTTER K _,,.- 6" EXPOSURE I�FiI't O cl ?I,ILI 4 = 2X MIN. 510\ °_w00 T FSEP A. ISNOTRED I , .. . ., . L .- .z.ro..,....,, ...:.. . I ....,;.. I ........._ . .�� « I 1 t L..,..,-I . .I ., L....,, I THIS STAMP NS-� RE NOT ,:e • ei ,r4,°' a • :. "REDMOND Sc ASSOCIATES / v I.�.....'.. ... ill... ....,. . �,...,..' � li ,,1,- . �....�.. I�.�AUZ,, ... .R.I, . X... ULTI(TECH■ �.i.'�: a°�6 z ' ,• DAN REDMOND P.E. TO 0�� ,.., �,,.......... da, ...., ., �....,. . «� . ..._..., I....«. I , ETTi PJ E NG ERV .tx ...:_ �.• s rnw4 I 80.00' VC 120.00 VC �C r'4A^.R:r:. . r ai: VERIFY EXISTING STREET _ L �� "'"" y.., y, SECTION FOR CONFORMITY �� 240 �I 1 I PVI STAI= 6+0O PVI STA = 3T70 . EXIST. BASE ROCK `�'1^ ;,• • TO CITY STANDARDS PRIOR 4t I i 1 1 'I PVI ELEV 226.Od 12" OF 2°-a BASE ROCK . PROP. F.G..RTF co 4-a0 T PVI' ELEV - 29,70 I I I TO BEGINING 1 2 STREET I_.......� . -.4.. / PROFILE CGALE 1 AD.....,. 0:72 COMPACTION AS REQUIRED n- : u%5'L -, "« .. -- . .. ..- ... _. .,. .,. ., �..... _ .,,.. 1. ... _ A.D. 2 46. _ I .... ,, IMPROVEMENTS / HORIZ. 1 - 50 v N� .. o o �.. ............ ...., .,,,.. _... « .,,,. � K 4877 3" OF 3f4•-O BASE ROCK. VERT. 1" - 5' .,....,,J... ... «, ., . « ,< .. .....i..M.' , `'.,,., ....� ... . .......... .�. O. .I�,,..... .. .,...��, .,, _........ .....«...., -I I. ..L. .... .. �...« . .; IZU '+° N 45 0 COMPACTION AS REQUIRED �� .i...,.....�.,. .,, ..„... « .«.. t....,,... ..,... 2.4< �. UI N I .. I ..... _..__,.._ _«. 11. PARTIAL STREET SECTION �// 2J5- .__._,.__.... .........«..__._ .._.._._ {_._»�...._ _.s..___. \..___.»»1.«_1__ _Nwrir...____ _._ . _ »__ _. { • I N. }...«�_»..---»_�_._i. IN' ..C11 .L..,a._....._. ...».._.«_.___..... .__,._. ^y.... .. { _ 235 BATTLER STREET 2+24.41 - 7+51.73 i% ..« .«.,,, ..«..« ......._ « ........ ..... ., ...��. . „ .« ...«.._. .,.;.,,, « «. I w w w� M 21.2 01 ., .. ��. .« ., . ....... I._.,,, _.«... ............ 1 ., ��.._.... .I .... ..... . . ......,,... . ......... .' !,.. I,._ ',...� 2.333 I. ... .. .. .,...., N _ ........._L.,, . . ....N. ., .... ,,tii. ..L, ........, ... ....... ..........� ........,...., ., ..«...., .... ;. I .i.,,, 1. .... N IO W ..T.., il ',U W I I I . .« - y ;1 1 I - I_ i _ ; C L».. U f yI _ .«, IW W I m F- .L....i_..).. .....__ .. �_..,.._..».. _._ ..._.__». . _._»__.. _ . _... _» __ ,_ _ __.. ..______., _I _» .._ ____....._ _»_._... a......_._ ,__»_».._.,_...t __»..__....«_ T_.. .._ ___._,«___.. »_....__«__ __ � 1 - 230 2:30 �. _._ I I 1 I II PROP. T.a, RT. .....e., I. ..._ . « «.a........,..._ _ „,._a........�_ u .. ... l..«....., I �l « L.._d I 15 .• z U N 225_ _r , } 1 _ � '�\ N m ..... 225 I , , , , } Ii._____.....-.__......__......................»_.....-----.... .__ ....._._» «__..._. __. _._. i.._ _._ . __»._.._ _:_ ..... ......___ -_---..._«» _... ._.»..._ »._...._,»»_._.. 1 ...L»_ ._. AFC __ i - 220' t 1 I 1 j i 1 t 220- u.... I 215- ..._ .__I`..... ....................�..._.__.. . ...» _. . ... jII 215 1 ; � III I i N I 07 07 f f I,,,, ,_1 t , , , , 210- T_::, L._. _ 210 . f DATUM ELEV 1 td Lo 'ill I 1 .1...... I. ... i .i..._..L. ... 1.. _f i ,....... .......�. ...«« 4... .... I�. L..... I '... i.. L. I I f ,�..«.. ........, .. f . i. 1 .. Da4l VYi ELE'Y l 11 205.00 1- '' � r r r- I t4 r r 205.00 J J J -4 're .Q JCC Jd' Ja Jz J0_' - .4 J� JD' J� JD' J J .4 J (J 6 Li M U Li CiN LiLo Li re) Li Li 03 (5 re) Ci0 Ci0 CiO V0 Li 0) MNI w.fin- M N N N 4 4 °o u•� coin N,.- NEi O- a 0.i CC :o 93 03 NO NN NM 400 ffi p o; ^ 4i •� h u7 r7 "i„•j (V O d q a; °3 • N 00 N ri b ro 7 uj "i re, �' °..' n d Ci in �i M M ^� M M N N N N N N d N N N NM NM NM NM NM NM NM �N NN NN N NN NN NN N N N N N N N N N N N N N N N N N C3 0 Ci Q M C1 Ci M Ci M Ai CS S5 Ci CS Ci CS Li C; Ci C1 Li W W W Q Q Wd Wc.3 W(.3 Wd Wcj Wd Wc3 kid W(.3 Li(3 Q W6 W 4l W W m (I) LI: : r,: LI: H r r ~ r r= I- r F w w 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 cc 0 m N . a N SATTLER STREET - el Jo N PROF 4114b/PLOT:1 06-ST N /,4 / / MULTI/TECH IABILITYHIF ENGINEERING NOT STAMPED XAPPROVEDM� 1...{33�GIN ice/ REPRODUCTIONS OTO�BE MADE TO 'Design: M.D.G. \ \ !q Drawing Number o ® r THESE DRAWINGS WITHOUT WRITTEN Drawn: D.G.G. M /,� �j STREET AUTHORIZATION FROM THE DESIGN Q.G.H. 4994 It �.,� : Checked: 40,-, 4 ® ENGINEER. Date: MAY 2003 �j ENGINEERING SERVICES, INC. `G IMPROVEMENTS Sheet Number ' lr DIMENSIONS & NOTES TAKE Scale: AS SHOWN p A UVIIII- O UVII YV �j • ss , 3t ST. 5.E. SALEM, or. 97302 • PRECEDENCE OVER GRAPHICAL p t @ of 11 PH, (503) 363 - 9227 FAX (503) 364-1250 l / D. As-Buil l: www.multItech.ws officetmultittech.ws ` 2 REPRESENTATION. ` .� .. / . RENEW DATE: JUNE 30,2005 _°"°_°.'w' '" �°"__'�'_,"° .-"�.°,.�'"""'°._../ � -.,. n..�..�_,.-,.._.,.moo®-...�. r P�ErON ELM I, EA S rEM ROpNp A JAMES ,,, ,'' ` N00� & PliArG : ` 8 / - _� ( �� M1 C , 6 rya ti 6, ti / T 1 - ' ryh Jr 2h 6 'J - -2Sa- _ - < .<. 66'0120A€-nwgDE - o o •,� nb6 a-r ® " `. o oI o'ercL6WE/EN1 s ,I _ / I I 1 7 6' \\ I �' ''_- t x ' • 3 i ,.,.13'2 1 I '., \ ,' BARN n / l t I � I I■\ e 6 a H •\ ti^bf nx _ / 5 '1 4 \ I ' L \ to SYEO `1 / N CM* / \ YNOA ,' \,' ,' +N 0- / NAL 1 ! z _ I 25 I- - - - t \\ 494.39 RT. E�ID.- IMP. Id �' HOME ST. A IRAT1OI a L 4 5 �' INSTALL STANDARD -❑ --" EX/ST P PROP CURS N A J+Oa II 4 i2 V \ P �-h--- _, _HOUSE IYPE III STREET '(g,_ -- „.. _ _ _.,„. _._ " ty -" 3D A 1 i ARRICAE WITH TOP OF CURB CHART 1 � �• C. / / QB T.C. = 227.64 i •'/ PC 3+08.83 LT. - QD T.C. - 227.70 --. - - // FIRE�A gbND a 2,, . . 235.96 ' f��A1� _ I / 4±94:98 LT. END IMP. qq , T.C:" 240.42 s- 21 R 3 ' 3 , ., a 111 7.C. 23228 / DA NV CTEXSr. S9yv x2R Q I pE T.C. = 228.00 - I I .2 - - '. Fa 238.38 11 Q T.C. = 228.30 'T 1+91.28 LT. ,• J J I 9 FG 238.5 9 1 Q t- i _ _ - x T.C. 231.20 1, I� I TAXILOT 13300 - s o I H -- \ I C.L. CURVE DATA .-' , ((yy CURVE CHORD LENGTH RADIUS ARC DELTA ' S ,.. '' n I \ \ / Cl N44°40'39"W 74.33' 52.00' 82.81' 91°14'23' L KESSLER 236 i` 12 a 1 h - - - - - 'fig I ; }' 3. I I `r woo _ M m he aEnvIT r I Q N -�-I ° - 1 1 1 2 / . uI o: + >� � ten: 01 50• 0 15`., TAX;LOT 13500 I �b -- X 13e -1_ M N �I 'g $ M N 1 �;6 '' LUCAS z� I I SCALE: I -- .r a I = so w Dnro 13 +N S a~�_ a N EXIST 0 N IY w n 1- to ONia ��N � '0 UU p 1-U 06.E *1- 7 I I l �/ NH Q •I £X/Sl o eE o - a PC 4+63.45 RT. ° n Foci N+ ^` Q C •,4''AiTC MOVED ' m� /I (\ It) �a MAW PT,'5+31.46 RT. T.C. 227.51 kN0 , ti�k.rWON„ tititi J - _ _ ._- N-m N 23h �.... T.C. 228.60 40160., ,• ,''■ _ __St_S - M 612 Q(J qE � I, i• \ iiiiinna•- a 1� x .7 ®��iA��®®® - 0rn4L EENCEI cP Ilk C• _ _ -_ X R A - - .. --. -aka• ,� . f,ns'_�e ruc s.U.` � GZ ' 1� E{sT O 11100 --^ _ _ _8;,, :UT' ) _ _ _ -.. U _ - � ---• _ _ r� -�: p.a -•e-, - - _'lif --r.• wn . :-u - - 12=C sTO R!N •,,. + _ 0 _ -'- - _ 6+00 EX/57 Ea° ._.- +-Y.. 'I6 '(7p. 8�AN.._4. MER _,' 6100 _ .-.-_ _- +00"Q - -I ' ry EX/57 -F•.'1�_J+100 _ti PROPytl" SAM SEWER ONC_°- O-I_..- 11.4ua _ _ _ - ST.EX/ST SO EXlsa CURB _ - --,. '_' _ y�.P'Miff?.�A/H' ' h♦ £X/ WATCR MAIN �. ._ ..._� _ ^` _ _ _ -.�_�_-_.._ _ _ EXIS IZ.CUR4B] II r I /jiiL-�' - - -,®. - .5 - 0_ . •,0- 1I *, O J�N/mac E4Y�ELK t - �,.�.-LY,1L-.. s'W FENCE',..., _ .�_ N47CB'�FE CE -D�i s'BR/L%'w[t 5'CYCL gNf'FENCE r' TIZER S • I N i \ si -.• 10' P.L. 25' C.L. 25, P.L. 101 PUE PUE 5' 5.5' 14' �� 14' 5.5 �+ 5' 0.5' 1-1/2" CLASS '0' A.C. I PAVEMENT OVERLAY * 2" CLASS 'C' TYPE 'A' CURB & GUTTER I -r A.C. PAVEMENT 6tlR •SY 4. S=1/4" / FT. 6" EXPOSURE 5=1/4" / FT. A 4• SLOPE = 2.00. .iii,�iiii 2.00.0 = 0.0 VC // � PVI 5 0'/SIDEWALK BY OTHERS • �ii.�- -' ^ � SIDEWALK BY OTHERS, : E ?i ;areitlieriellatialiAtte a JAN 05 ?.�04 •i • N Z z 4--")6 IF THIS STAMP IS NOT RED 7" OF 2"-0 BASE ROCK 2" OF 3/4"-0 BASE ROCK N w w THESE PLANS ARC NOT COMPACTION AS REQUIRED COMPACTION AS REQUIRED TYPICAL STREET SECTION >> �g M1 AUEN�N F�N s�rrvics H 93RD AVENUE 8c HOME STREET 0+38.49 - 4+94.39 - Bb.00 'C � P, -NTS-- , 50.00' VC PVI STA 4+50 � 'REDMOND & ASSOCIATES" DAN REDMOND P.E -� � - - ' TO WORK WITH THE CITY OF TIGARD ON ANY y+ v VI ELEV 238.25 1 I VI 1ST,¢, J 3-2 i I - 2' WET WEATHER ROAD SECTION. 2' ' - I C •r -'- -1. o Alt 3&5T = 5 ! T �-� n �� c PSI ELEV 2 6 IO � � u N K' .. 3 8 ' , n ° , , 1 g N IAD 2.77 ( 1 + N.......... + � ' i . ., � N 21.65 i, ..I 240 ( �o U`ECI -I R ..-_. . =V:29.50 240 ...... m I,. .. PVI - +50 1 ...... 1.-.. . L, PWI STK - � .,..... .. I \ ...,,,... „ 1 ..... _ EXrsr OR u`.. I A EEV o �, oil�/ l PROP C. \ d N 2,35 N .. .. Lti I � . Oi .. a - 2.35 % 1.,., 1 ,., .i \,.. . �; .. i., �... & ,',.. PROFILE SCALE .... .i . � j ... i_ 1 i 1'�I w 'Ai/C[ GR NO co.� i �� i .., c, '•k„ - 1 I 1 �. c"I h. „ , VERT 1" = 5 _. . �..... i .... ORI 50,,: - � _.. I _ - .. .•,;.._, ... ,.... r.- _ - 2,30 230 , s / / r II 1 ... • i T.C.T ' PROP. .0 � I 1 � LT. & RT. I •/ 1 ; 225 I 1 1 1 f - 225 I 0 0 I { I I ; I ' •1 - 220 � � 220 .W .!.�,.. J.......I 1 ' I .-. I I C7 d .. ., .. . . . . __. ..__._ .. .. - .. ...,.. ...._ d I �. I l I � I1 I I i r I 1 I I I . J 1 . ..... 1 „l � 1 DATUM ELEY DATUM ELEV q .... I 215.00 J JN J00 Ja0 JO JIn JN -4 o '4 t JN '. * NI 215.00 15 CS V Ci CO F Ud'H CS In H Ci 011- Vj CS tO 1- Li hN CirH VrH CS0)12 CS N N to C3 fr Q p�pNir<I tocDK MINX qr<)O n1�D: to Oiw Iy adce 41 0' o, cc ce LIS N aN31 "CI"4 AI Nnoti "N KJ '^i N°�I "�NaI "NjN�I ca hN�`I NN°11 ry d. 0. NN. N N N N N N N N N N N N pp Q CR CR c31 CRUD CRUD CRUD 4RUJ (L3 CRUD CRUD CRUD CRUD C1 W w J W WF JH W1- WH WH W1- W1- W1- WI- WF Ul 5 LSJ 6+00 5+00 4+00 3+00 2+00 1+00 0+00 ce = 4+98 < HOME STREET 93RD AVENUE > N J PR I 4114b/PLOT:1 07-ST / �� MULTI/TECH ENGINEERING EXEMPT FROM1 o,';\F'� INE �'Sr NO CHANGES, MODIFICATIONS OR r �O LIABILITY IF NOT STAMPED APPROVED , N F �\ REPRODUCTIONS TO BE MADE TO �esign: M.D.G. ` 4. MULTI/TECH /,!� R� �'� THESE DRAWINGS WITHOUT WRITTEN Drawn: D.G.G. Cd�fo12IZ� /�, ' i �` /h AUTHORIZATION FROM THE DESIGN Checked: J.C.B. K IE 5 S L E � V 1191515 II �!(Ji ENGINEER° Date: MAY 2003• ENGINEERING SERVICES, INC. `O G D 55 13th 5T. S.E. SALEM, OR. 57302 *lip A Scale: AS SHOWN p �] A S E �J IMPROVEMENTS[ C NTS ['Drawing / ip D. G' PRECEDENCE OVER GRAPHICAL As-Built° PH. (503) 363 - 9227 FAX (503) 364--1260 - -/ www.multitech-ws off ice®m a ltttec h.ws RENEW DATE: NE 30,2005 l ` REPRESENTATION. � J � �_.-� v'_•_._.. �..�.�....•_.�.•� 4'._...___._.�,._.._.,..,.--_m_ .. ,-_..._...� — I ~ — LESLIE CT. — - - - - I EMENrARY I- - - - - \ rEMP� ErpN EL AREA I --- ES �A RD JAM & R /I 8 / — p Np pARME� I - _ ' N% 'Y li• SC 2,4 '' 23e '' �6/ N / / 11 ( I— s'caeavEFENeE a� N89°42'09°E 82:41' .s cCOEFENC� 7 7 I— I� a _ — O - $j O O O ,O a 1 �, G P O 15 RP / IFpR , xl r JPEA r 2 R. & s TAX LOT 12900 BARN y i 2�2".,/ RI ■Ux I 8 s / / I h / M2S'ACCESS&UTlL. EASEMENT I "- Q I • 7 I 6 • �GQPP a s e r / i 1 ;' Ii ,•y DARREL CT e. QQ`s'9 $;' y!? �T 7 ;rr 75?....-; ° „ a x ------' !/ / i i NA�YNCA P 000._ ... N$9 4212E 7 ' HOME ; LAU 0 W 03 $ Q ❑ TAX OT I 4 5 bi- RATIO L ; � ., -., I-- I ', I HOUSE � � .� � � :. .a,, ' ARK•R=25' . Cg'1 c h 242 • , ROP. 10 PVC S.D. N ` /I'� ' /— I m II i SUBGRADE REINFORCEMENT .LS �i`O - - - _-' ` ,•' :'' ;."' I 1 I�7 3 \ N/ GEOTEXTILE, OR REQUIRED #9�G $' �, / I pEt F J� 5� °�P��`� L L•..,. f 1� 3 DAM/ CT. ' • 8" MIN. �`�c$-�P�`VC3s'4`°�� b A ,,, 240' / •,�i 1 I : 1 DEPTH �' �' 5.2 e- RM dG' Er1 •_.. :.'" • .•' 1" I y� I p S 916ANC/at LOT /3`1.OD ,,, o + , -.T �� DA E� 2 I K• J"CHYdYE N•, rn 9 10 o ' I • FIGURE 3-1 A Q u; x I ti, GRAVEL CONSTRUCTION TR Eis TRANCE � , � .. TAX LOT 1330D N o" — — f cy NJ)TECHNICAL GUIDANCE HANDBOOK — - I .' ER N x : � ° I N 2 i a ui JB I � h GRAVEL ' ,' CONSTRU \,g1' I Q `� ` I E PLOYA PARKING 4 1 44 ElREPLACEI CONSTRUCTION i2 2 �. ' ENTRANCE �A E $1 v tc a�MOVED (FIG 3-1A) o A" 1 NI 3 N E I }� j :j14 wi 3✓F- D1 AM RTI Ma S ' 1 i f'� I 2 Y,A 15 6TX of So I /' EASEMENT--"1 Ii,,, rE T.1320D EsEMENr-'H ry36 I L 1_ = 50 IMIIIMMIMI 226 UGA I SCALE: r I i Am SEDIMENT ENCE i I TAX LO S8,.92.18 0"E NOOSE 1 i (FIG. 3-2) I / \ ,9,40' o , n Q REMOVED ,� -' �i ... .........- I. I S00 54 21 W I titi titi oI Qy p- q — - -/ — 0.g I I I W, :, 9.00' 1' • 34 s"" . ,. p CR� li _ s'4WD raver �>'? \ 18" I i 'iy (J��c,.l,� PROP. 12' PVC S.D. ® '/ ..E _T S/OEMAL/P. _ GRAVEL X12„ •s _ _ ... - __•-", _:`+ I �IJ®.YA:.'d.. —� ■ \\\sommials!RUNOFF WATER MIN. " 'FX !1"' ,.• WITH SEDIMENT ..... .� .`... b —i - �:�-_.-.....•'- .. \MIN DEPTH D rx, le" ,/` 1 EXIST. PO SL3PMORAlN -- - �•'R� . ... ) ...." ; • I:,,�„ a _.. _ _ ,� Exist 72"CONSTORM ORA/N ' EX/Sr. Ecw _ P. 12 M �RDF�i 3T�RA@RAI — - - - _ _ _ _ _ _ ^ - - - _ r s .r ,� III{ H :- EXIST SO. . m • EX/SS CURB 11111— —EXISL SO. • is , S. CU SEDIMENT ,,a• � I WIRE MESH WITH — " ' - '% ❑ i -❑ ❑ ❑ gJ.-,� _ FILTER FABRIC I S NI700 ,,.0E I 4'CYCLONE FENCE XlSL S/OEWALK 6'WOO FENCE ON TOP. _ II [�%' :,..,J,,,-_ tl_ , Io I p I BATTLER r7/. _� 6 NOOO ENCE -- s' IN I s'BRIWWALL I 5 CdL ENCE r:„..--____ _ FILTERED WATER 645 I 644 399 400 p 411 I I ) O I ( GRAVEL & WIREUMESH INLET BARRIER I I — — I — — — I SUMMIT° p 8 — 4/2 I I 1 1 EROSION CONTROL PLANS 646 I— -I- T --I 425 I 426 I 427 428 k TECHNICAL GUIDANCE HANDBOOK _ _ — - I I I pp��7j 647 I 1 643 398 I V 401 I k 413 — L_ — — J `I— Q I - - - I o I I - - - I - - - I I I - - - _ SUMMERFIELOCT.n I I - - - - I 1-- - - - -I- —I —I � _ TC7 I I kb I II I I � i Ie I ICI I HIS - I I I FALTER FABRIC MAIERIAL 36" WIDE ROLLS V I V IV O i7 2Q04 I USE STAPLES OR WIRE RINGS TO ATTACH TO BE INSTALLED AT ALL CATCH BASINS *OR* FABRIC WIRE 2" X 2" 14 GA, WIRE I THESE PAMP II NOT RED FABRIC OR EQUAL AUTHORIZED BY MULTI/TECH M 111 ENGINEERING SERVICES V a CN ."ten ini !' 4-.�, 1■r�� pr■q 1.1.1•11/ marolm 4174 1111n 1n11111 �� ..v.,•. kill 11 .1..5elrl: ICIICIII ��I��,I/ .� eeyaa. 111 n1 A MI `t��z A a mn�ni' . fi iii.�o:.�a.�.■�Ipp pig I oM ' i:1■ 1111nn1 ��I 11,,..,,1 FLOW �� C�=�� Lz" MAX. RECOMMENDED STANDARD NOTES FOR EROSION CONTROL PLANS STANDARD NOTES FOR SEDIMENT FENCES: :::� -E.:: A. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO L J 111//111 OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT =1111111 '-_ 1 CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE !C1'111? POST, OR OVERLAP 2" X 2" POSTS AND ATTACH AS SHOWN ON FIGURE 3-2. 4******gy AREA DRAIN B. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, PLAN �1%%** %% NTS OR B TTEROOR POSTS, ALTERNATE; ALL CONSTRUCTION IS COMPLETED AND APPROVED RESPONSIBILITY ETTATI N OF THE ING IS ESTABLISHED. UNTIL 2. FILTER DE A SHALL BE MAXIMUM OF INSTALLED FEET FOLLOW THE CONTOURS DRIVEN SECURELY R INTO FEASIBLE. THE ND A FENCE ,,'*00 BURY BOTTOM OF STEEL FENCE POSTS. MINIMUM OF 24 INCHES. ,s 1 MAY BE USED SHORT TERM FILTER MATERIAL 0i Q W/UTILITY WORK AND W/ C. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD to PHASING OF DEVELOPMENT IN 8" X 12" TRENCH. I PRIOR TO CONSTRUCTION, DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. ALL EXCAVATED MATERIAL o AO - CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED AND COMPACTED, ALONG THE ENTIRE o1 2" X 2" 14 GA. WIRE _ APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. DISTURBED AREA. FABRIC OR EQUAL I num D. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING 4. STANDARD OR HEAVY DUTY FILTER FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2" X 2" POST FILTER FABRIC AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE SLOPED AREA. O; �11n 1111111 NINA MATERIAL WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. �; 11111111 11,..11 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT d IO11nlr ' ---"',.11111111 w E. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE BEFORE THE UNSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. 111nIIp=o____0■11111 11 1111111'�'riinwaiinell�II CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS 1111111 ;_:::::::E1111111111 NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH o"_""_gyp..■■■O . S G, DO NOT LEAVE THE SITE. RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE w� IMMEDIATELY. to F. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. E CATCH BASIN G. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A a NTs B„ MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. o w FIGURE 3-7D H. AT NO TIME SHALL MORE THAT ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED `^ CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE Li BIOFILTER BAGS INLET BARRIER (TEMPORARY) FIGURE 3-2 SEDIMENT FENCE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. EROSION CONTROL PLANS • d TECHNICAL GUIDANCE HANDBOOK — I. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE b THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. o o cN 41145/PLOT:1 08-EC Ln 4. MULTI/TECH MULTI/TECH ENGINEERING EXEMPT FROM"\ ��%N�Nte., S�, NO CHANGES, MODIFICATIONS OR �' 1 '\ 9 ■ LIABILITY IF NOT STAMPED APPROVED .-\‘' E �,�`� REPRODUCTIONS TO BE MADE TO Design: M.D.G. Drawin Number o ® / TECH " / : n O� ra� n D� ra o 4 ENGINEER.�ON FROM THE DESIGN Checked: D.G.G..G•B• L� L G ESTATES I� GRADING�J�JG 4994 �� 1��1��..77IrrI�� aall MM CONTROL PLAN K. ' .RE • Date: n n /� ,/� I�YYO$OOYV VOYV��O� �L��YV _ ENGINEERING SERVICES, INC. (y 19� / Scale: AS SHOWN rMi ; 11 0 D p Sheet Number s DIMENSIONS & NOTES TAKE l UU PHT. 155 (503)13th 63 ST.9227 SALEM,FAX (503) 364-1,260 ` �.- �R D. GO PRECEDENCE OVER GRAPHICAL As—Built: 0 of 99 www.mwtttecH.ws offlce©multItech.ws REPRESENTATION. �. .. ___. _. .. .. .�� \-_____ ....1_� _ RENEW DATE: LINE 30,2005 ., - - - ! ` APPENDIX E -Water Construction Notes �EMENTARY \ 1. An estimated 12 percent of the water system cost must be on deposit prior to beginning construction on water lines, I I -I TEMPLET DN E ,'OUND AREA and to receive a TPW (City of Tigard Public Works, Water Division)stamped approval on construction plans. E5 I B / ( Y 9 ) P PP P I SAM & PEA GR - 'zso- _ _ '.. N� ,,,. tide, JrcHD�� -" .218..,' ,I+6 ti / 2. The contractor shall maintain one set of TPW stamped approved plans on the construction site at all times. I ME g / VAR H - da E'CYCLONE NCE 0 3i o- O'CYCLONE FENCO6' o- 6 .1 P / 3. Curbs must be in place prior to installation of water mains within new subdivisions. I 15 FORD \ 4+1 3 '41 3+3s I I} i / 2 I 8c S. \ x 1" svc. - 1" svc. 13 2j2 / SAT di?. TAX LOT 72900 \ DARN i" svc. L _ 4. Notify TPW, Water Division, 48 hours prior to commencing construction to schedule a preconstruction meeting. ) P I \ ! L = L = iw / Telephone 639-4171. - zs'ACCESS�um. EASEMENT - N\ db x 8 7 U Jc 5 y ❑= - DARMEL �'T. - m S ED \\ 2+81 (7L1) R IS j 4 - - F• E�� TT INSTALL 45° �? 2+45 2+43 5 All work shall be in accordance with AWWA American Water Works Association)standards. W L. �' O TAX LOT 13000 zsz \' BEND . io " svc'. 1" SVC, �AUNA�YNV/ ( ) 1 ❑ g x 6. All work will be inspected and approved by TPW, Water Division, - ` w ❑ PArfQ \\ _ 'I HOME ST. : 4 1 s' FeNCE L Exrsr j L i w �, O"a,o ❑ ❑ I PR9P. CUR: ro 7 All pipe and fittings shall be ductile iron, cement-lined, of new manufacture and made in the USA Pipe shall be "T on' 1 --_ ' I - _ HOUSE 4 , 5 o' 9 P Yt q - / .__ w ..__...... _ . . a, PeO., 8 SAN. SFV I 7 C� f SSW = cAS ktEwn�nunA}a 24L 1,1PlaNST 8" 0.1. W.M. 41 PRoR. 10 �vc sD. .` - 1+86 ry Joint Ductile Iron, Class 52 All fittings shall be MJ (mechanical joint) unless otherwise specified. t FAN, ` _ _ _ W A • I r a.' P OP CURB do/ \ \\K 1 C. 1 �� EXJ r / it �.•�� N / S \ 8. Cover for all water mains in street and rights-of-way shall be 36". Backfill shall be 3/4"-0"gravel. 'No sE i / / INSTAL 8 BT)G.v. 1 o (`>1 '� N. o - / " a 4+28 (16'LT.) INSTALL 45 ✓' _ ! _ & 2 8.0. ASSY. o, - INSTALL F,H. 9 All valve-operating nuts shall be within 36" of finished grade, otherwise valve operating nut extensions will be required EGAN I I I �° ASSY. 11 BEND MEl 2 - - �' B TA LOT 131.0 / Q p �K• & 3 CYLCCWEfENCS ..-.. 9 10 I. 10 Poured concrete thrust blocks of at least eight square feet of bearing surface are required at each tee, cross, and J x 1'+svc. '° ti� - - - y6e a I TAX IL OT 15500 L = 1„� bend locations (see details for minimum bearing areas) c, c+ e o ! --❑ e„09 yb 4+30 3+62 '� - - o I Tel , , ,.: x 1" SVC. 1" SVO. W R �� 2 I 11, A 4" x 4" x 8'-O", painted blue, shall be installed in front of every 2-inch water service location, and remain there until �' -:95-1-CF? L = L = > F ` n E , d a I , a E _ _ _L /� B; K 1 12 . K the water meter is installed. All 2-inch water services shall consist of a MJ x 2" IPT tee and 2 IPT x 110 compression o �x - •- - - = - �- '✓ 6+87 6+85 . f" 1+10 fitting as manufactured by Mueller Company. x e I 2q6 ?44 FIREPLACE\ x i" svc, svc. 0+s9 ;U':. L svc.CC 70 h I �, ; - A L = - 1 SVC. M 7f, `�: tx W I w .Tc eg RE ovrD L = D1 N s' "- • I 12. Fir hydrant assembly consists of a MJ x 6" Flg. (Flange) tee, 6" Flg. x MJ gate valve, 6" MJ x MJ holding spool, and a 3 rN tid I .x 1 CAR -�;� TAX LOT 13500 Y 6" n 3-port(2-2 °° ✓C• MAR EASEMENT ~ h�- - ' _.� 5 1 1 A - R' '�a = ry6 LUCAS. 0+97 Tl I6'ACCESS `Y �� E I pumper), 1%" pentagon operating rig Huttopening left, color yellow; Approved Equal: Mueller Centurion A-423,W' NST T & TAX LOT 1,3200 EASeuE r " r'_ I 236 I _ ____a }-1 1 ' svc. ,s:', a 1 SCALE: I I I ,,.,'Exrsr. _I L = 13 1+08 W Waterious Pacer 6790, Glow Medallion � f" = 50' 6j,,.'I NOSE 1 "Z ' 5' 1" Svc. / \ ee D " � 1 I /I I\ d EXr4 To BE ASSO (16'LT.) L = " d o �a� �d SSt7rc REMOVED ,ii INSTALL F.H. , , hti ti 13. Each fire hydrant shall be installed upon a pre-formed concrete block with 1 % cubic yards of crushed 2" - 3/4" drain @ -L I a o I 21 : , 6' 6 D ASEMLN1_ - e-_do rock. Tarpaper will be laid on top of the drain rock to separate the rock from earth cover. - ` I i_ r�� ►�� ' :L �� " -�� ®®��': /- `,�.` . -�la' rte' -"" �; . ' _.'.:1:9i '�--4 _ 3 ._ - n'�", r. - _ _ Nit'SO. __ Ern. rD CClYG, sJ.6!,L6FA I:S �' w3RNP _ - - 1"-°`.1.1 _ s y==--al,,, s�O' - 0i' _ r " ^"9 - x^� ifTt`�SRet - - - - - EX/Sr. ea. `-._ _ - - _ _ - _ - _ - ?- 1 _ _ . _ _ a•.•J th ;�, .. .w 1 'g { °`-t EX/S7 EOP 1.*_._ V -~_U p " ^ _EX/ST Q° i 14. All sanitary sewer lines within 10 feet laterally or 3 feet vertically of a water main shall be encased in a reinforced - - --7- _ _ >1 . e AN. tJR r y _ , i J concrete jacket 6"thick fora distance of 10 feet on both side of the crossing. Where crossings are necessary,they ___, _1 ExrsrySD. ,- _ _Ex/sT /z°rsarER MANN " EXI5r 12"WATER MANN _ j� 1111 - - - Exrsr cuae - . - -•'" _ism?: so s�z ^ ` ' Exrsr cvs -`- must be made at approximately 90 degrees with at least 18" of separation below the water line. _ - °•t .94 rrsr. smEIM/K k d 5'I"JOO NCE -- 4'CYCLONE FENCE 6•NYJOO fENCF I � I �- -"-_° - 13- row SERVICES ° .. - ...,ran. ��r Ii_ = n 6NC6 -❑ eq TO BE INSTALLED SAT7ZER ST. -0+13 (8'LT.) LIVE 15. All mains with a static pressure up to 100 psi (pounds per square inch)shall be tested at ,BY CITY FORCES ❑ TAP BY CONTRACTOR I I 645 I I I I WITH JCM432 8" 150 psi for 1 hour with a maximum loss of 5 psi. Water mains with a static pressure 644 399 400 D 1 4/1 TAPPING SLEEVE & ERFlaL EXISTING SERVICE(S) 8" FLG X MJ G.V. greater than 100 psi shall be pressure tested at 1.5 times the static pressure for 1 hour with a maximum loss of 5 psi. iy1 ( ) SUM TO BE ABANDONED 8 412 _ BY CITY FORCES & N�• 425 426 646 - INVOICED TO THE - 16. Upon satisfactory completion of testing, the new mains and connections to existing mains shall be cleaned and DEVELOPER flushed with potable water prior to disinfection. Flushing velocities shall be at least 2.5 feet per second. Disinfection I I I I I I I I • I I l shall be in accordance with AWWA Standard C651-92, the State Health Division and City requirements.The continuous feed method of disinfection shall be used. Disinfecting mixture shall be a chlorine-water solution having a free chlorine residual of 40-50 mg/I (milligrams per liter). The disinfection mixture will ba prepared by injecting a N calcium/sodium hypochiorite and water solution into the pipeline at a measured rate while fresh a yp p'p (potable)water is � • rno allowed to flow through the pipeline so that the chlorine-water solution is of the specified strength. Treated z • (chlorinated)water shall be retained in the pipeline long enough to destroy all nonsporeforming bacteria. Typical 1.....,,.,, ..... itc`I _ ..,......, a .-- --,. i ....-. ,.....1 .��// retention period is 24 hours. At the end of the 24-hour period, the pipeline is to have a free chlorine residual of a least ' I w .. _,_.._ _.__... . ......_ . . .._.. _..,..-_ ....._ I 245- � _ a�, j � ��I,._ I 1 -_ I _.. .. - 245 10 mg/I. After satisfactory chlorination, flush the water from the line until the water throughout the pipeline is equal ..,, IO1;' 1 I -^.... t.""' I' I„ PROFI S .A chemically and bacteriologically to the permanent source of supply. 1 a• ._ . HORIZ. 50 1 L.- � ` - � .. ., C -I..... _ I .. .,..,l VERT. 1" = 5' i Dispose of the disinfection water in an approved manner. Do not allow disinfection water to flow into a waterway - ,•,•_-,.,_.__,,,.,,_,-,,.,_�,,,,,,,,,,,,,,, _�_. m°._..._........-_........,._.. �.e_ _ �_.._._.........._.___....._.......... �: ._..-.._. __...__ ._ .......... _. .. ..._ 240 .. .. sr. 60 UN without adequate dilution or other satisfactory methods of reducing chlorine residuals to a safe level as mandated by 240 I 1,,...-..-„ .. i„ ..._.. L. ..'.....---II .� .. ..'.... DEQ. After disposal and flushing of the disinfection solution, there will be another 24-hour retention period prior to I 1. „ - . ............. ....... I.--- N ot,a...,.....1_ ........ ...--_. f... ........- �..--..j ...,_I //� bacteriological testing. Bacteriological tests will be taken by TPW. f PROP•1 TG•-i ° m I J,.. l.. i LT & RT. 1 V• PERIN FED 2,35- _ lI -._I ... I__. . .... �..., ._,,�.. __L - 235 17, Provide an Eclipse No, 88 Sampling Station manufactured by Kupferte Foundry, St, Louis, MO 63102. The sampling �Si r . m .. . __ r . ' r ._I .-l. "ROP. 1: r �_ I ._t... \ ..... _ . _. _.., ...I,. I , _... I „ _, w station shall be 2'-O" bury,with a'/<" FIPT(Female Iron Pie Thread inlet, and a 3/," unthreaded hose nozzle,All S CON, - r , I " �,,,.-, �.,&rtsr, DUNa.., 1 .,. A ',,,,,, .�..... _ ! o `> 'JAW ON 711114 an ... _ 1 ST _..I 1 c S ,.. It t --.,. . I. A)'CL t0 ., ( P ) t " co sampling stations shall be enclosed Ina lockable, non-removable, aluminum-cast housing. When opened, the I CON 1p Pv 1 �" I i I o s I J N w IF THIS STAMP IS NOT RED �A �I n X M sampling station shall require no key for operation, and the water will flow in an all-brass waterway. All working parts I I.-" I ` "'I, e^�PVd D. it ( III L c x THESE PLANS ARE NOT 2.30- N r1 _..f. I . _1_... .._ ' .. ._., - 2.30 r'?z AUTHORIZED BY MULTI/TECH will be of brass and be removable from above ground with no digging. A copper vent tube (standard)will enable the 1 r 1SE Q �'o' ' y I,,, _! +0° a ENGINEERING SERVICES I J1L II �.. aka sampling station to be pumped free of standing water to prevent freezing, and to minimize bacteria growth. The 1 R o'er° I I : b- 115515-to exterior piping will be brass, and a 1/4" ball valve shall be provided in place of the 'A" pet cock on the vent pipe. M ^p I PROP. T.C. 1 I --i �� 225 .. ........ ... .. �4. _ .. .,._. I f _ .. ..... . ........: �1®rr..e.__ aJIi .225 18. Water meters will be installed by TPW upon individual request and payment by others (owners). All water meters 1 � � P � '^- .Y . _...... ..._. .,...i.. f . .......... .... 1 ....- . _ I_.... ., ...........� ..._.. .... I,..... "°"nap[ i re) to connected to an irrigation system must have the proper Oregon State approved backflow prevention device, minimum u 8 ARV SEW 9 Y P P 9 PP P I I T of a DCVA (Double Check Valve Assembly)installed on the property side of the water meter, In addition, every meter -,I,......1-..... _ -, . .....-, .1. �, .....� -, ...-,...-I, .l ...-,_...... 1......-..._ -, . ..-...,. _, „ . .....-, .., _.....t l.. I. S ® " ER N t,-48 ACSP SD DE tNTION Y regardless proper Oregon .......... ...................... ...._...._.___.__-___..f-� _.. .._--______---_. I for commercial, multi-family, industrial, and institutional service, re ardless of size, shall have the ro er Ore on cONs State approved backflow prevention device minimum of a DCVA installed on the property side of the meter. The 220 i ""` ' 1I N ' ".,I - 220 backflow prevention device shall be installed and tested by the owner, with the results forwarded to TPW Water .W. I... j 1 g f 6 O Division, before water services can begin. 507 L.F., GNAN�ILAR BACKFdLL ��' Litii DATUM ELEV I i t I I I i DATUM Ft.FV cc ix 19. Upon completion of installation of the water system, the contractor or owner shall advise TPW of the total construction 215.00 21.5 00 costs to which will be added 10% for TPW inspections, water loss, overhead, administration, sampling, etc. and 2 °A v v v v 'Cr c' d d v d v <1 6' N 41 'n N 'D N % '•1 '0 "1 N 6) CC fx for engineering review, including "as-builts" drawings, updating master map, intersection maps, etc, " a a M M h " ° ti ti a a N N N N N N N N N N N N N Ci c c c c c c C. V c c c c 0 0 W W Ni 4; W W Ni i; tJ Ci W W iJ OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED 5 0 6+00 5+00 4+00 3+00 2+00 1+00 0+00 cc Er ° Revised July 15, 1998 APPENDIX E = 4+98 2 < HOME STREET c 93RD AVENUE > " ' A ® r ED PROF 41146/PLOTn 09-WAT ` ,'r MULTI/TECH ENGINEERING EXEMPT FROM '��9 F`sf' NO CHANGES, MODIFICATIONS OR \ .\ 4. ABILITY IF NOT STAMPED APPROVED ti5 �NctNe€4 1, REPRODUCTIONS TO BE MADE TO Design: M.D,G. \ 4 MULrr TC LJ j i G C/ 7 4 , r" AUTHORIZATION FROM OUT WRITTEN Drawn: D.G.G. Drawing Number y ® h ,�� o . o. ENGINEER. Checked: J.C.B. K C S S L� E R ESTATES DOMESTIC WATER 4 94 ENGINEERING SERVICES. INC. G Date: (�/,�� /,�(��p } MAY 2003 � n n A ^ E , , DIMENSIONS & NOTES TAKE Scale: AS SHOWN ` �UWII'��IIWLSIIV�� Sheet Number j '1155 '13th ST. S.E. SALEM, OR. 97302 `- Rr1. (503) 363 - 9227 FAx (503) 364-1260 4R ! • PRECEDENCE OVER GRAPHICAL G of q i www.m It tech.ws office®mwltltech.ws D, REPRESENTATION. LAs-Built: J . U� RENEW DATE: JUNE 30,2005 . yw-w- E EXISTING DRIVEWAY - - - L MATCH WIDTH & GRADE --- - - " -_-- -__- - - RIM ELEVATION(S): u �� 6' X 12' PRECAST I OUTSIDE OF WITHIN I L °"� II' IT L _ -�U R/W LINE GENERAL NOTES 1 PAVEMENT PAVEMENT 0 iii' ■1131 , maw IE 6,. - SEE NOTE 3 STORMFILTERN DATA DRAINAGE BLOCKOUT -R �I 111 Ir - - - - - ---- ---- ----- FINISH GRADE 1B" CAST IRON 010 II i) 1.) STORMnI TER By STORMWATER MANAGEMENT, PORTLAND. OREGON (503-240-3383). DESIGN WATER QUALITY FLOW (etc) ®I 3" I.D. PLASTIC VALVE BOX TOP ry SEE NOTE 4 F PEAK FLOW (crs) 2 ° / 'J•�� ! 2.) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND 1:y I,.-6" PIPE W/COUPLING �p'� 5' MIN SIDEWALK RETURN PERIOD OF PEAK FLOW (yrs) DOOR OPENING DIRECIDN: (FACING !I Ft MAINTENANCE GUIDELINES FOR DETAILS.INISMIISMONNIF 18" CAST IRON 910 BOX PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP I II of CARTRIDGES REQUIRED DOWNSTREAM - SEE FIGURE ABOVE) I" BATTER _ /yyLI nI II_i lli nlTtlll y 3.) PRECAST CONCRETE VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM CB5B. MEDIA ttPE EXAMPLE: 2 TO 1' OR '1 TO 2,' I / 11a PROVIDE 24"O BY �i ROAD 1 61 1" RI .I 6grl 4" THICK CONCRETE �IOI .uny.K--r-Jll `�,(/ 1�� Y", - 4.) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. (In-ouQ=2.J' Min. I.E. MATERIAL DIAMETER ADJUSTABLE LID YES/NO -J L I LANDSCAPE 5.) ANTI-FLOATATION BALLAST TO BE SPECIFIED BY ENGINEER. BALLAST TO BE SET ALONG INLET PIPE 1 ADDER YES/NO B LANDSCAPE PAD (SEE NOTE 4) -"' STRIP SEE NOTE 2 12' N a Th_ I IB HAND TAMP BACKFILL '�a '4S 'ai`' ` STRIP ENTIRE LENGTH OF BOTH SIDES OF VAULT. BALLAST MATERIALS TO BE PROVIDED INLET PIPE 92 ANTI-FLOATATION N/A IF ONTBALLASTCO) WIDTH HEIGHT I .I "° • "' / L AROUND TOP SECTION 6" MIN. a'; BY CONTRACTOR. OUTLET PIPE• -�' '^ ' of 1° SOH. BO STEEL PIPE SHAFT - m r " ry"T Tbll t~ "-P Ill fl4r� 6.) PRECAST STORMFILTER EQUIPPED WITH KNOCKOUTS AT ALT, INLET/OUTLET LOCATIONS. NOTES/SPECIAL REQUIREMENTS:•BASE COURSE _. 2" SQ, OPER. NUT OR I SOLID STEEL ROD A CORINGS AVAILABLE WHEN SPECIFIED. 24' �I� T LATERAL PLUGGED CROSS TEE 30' MA% 3 7.) DETAIL REFLECTS DESIGN INTENT ONLY. ACTUAL VAULT DIMENSIONS AND CONFIGURATION 3 WILL BE SHOWN ON THE PRODUCTION SHOP DRAWING. 1/B" MINIMUM 6" ASTM 3034 PVC - I A 70' MIN 1/4" MAXIMUM ---- CONCRETE THRUST BLOCK SCHEDULE s' Max. CLEARANCE PLAN R/v KPH/ 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR I (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) APPROVAL FROM THE CITY ENGINEER. 1 - a OPERATING NUT EXTENSION FITTING BO°BEND, TEE, OR 45° 22 l/2° 11 1/4° 04 1 (SEE DETAIL NO. 505) SIZE (INCHES) PLUGGED CROSS BEND BEND BEND 3/4" PROJECTED TOP 6" 0 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 GAYS, ROCK GUARD 1/4" SR. PLATE 4 01.9 01.3 -- -- �OF CURB 2% MAX TO BE 5 3/4" DIAMETER -- 7 � 8 04.0 02.1 01,3 -?�"-",; 3. EXPANSION JOINTS: W/HOLE IN CENTER TO '� STREET " KNOCKOUT ATE ACCOMODATE MOVEMENT B 07.1 03,9 02.0 01.3 ?"ii�ll II- 11 'P/kA• OUTLET PIPE BALLAST (SEE NOTE 5) OR ALTERNATE A. TO BE PROVIDED: '-I 6'qt, (SEE NOTE 4) INLET PIPE (SEE NOTE 6) 1) AT EACH POINT OF TANGENCY OF THE CURB. OF SHAFT I I I I 12 16.0 08.8 04.5 02,3 '4JR' 2) AT EACH COLD JOINT. SUPPORT COLLAR WELDED o r000 inor'-11117-IL II 3) AT EACH SIDE OF INLET STRUCTURES. 2 1/2"x 2 1/2"x 3/6" LONG TO SHAFT �I�I I'1 'III 16 28.4 15.5 08.0 04.0 O"NqT po°,0; ., 1, T. 5 111'., • 4) AT EACH END OF DRIVEWAYS, STEEL FLAT BAR �Ip� 24 64,0 34.9 18.1 09.1 00°p o o d am _ P 6" X 6" 10 GA MESH " ae M III' VIII 'If -IIr�I=Fr SEE NOTE NO, 4 PRECAST a .0°,:A 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. II II CONCRETE ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN 2" OF AGGREGATE VAULT B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, ASTM 3034 PVC PIPE .\ .\ \ ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO SFf:TION A-A, (3/4"-0") COMPACTED - 1!■1 WITH A THICKNESS OF 1/2 INCH. 3"x 3"x 3/8"x 2" LONG ��\jr�\\��\\��\�\jf\/\/ COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING \ / , STEEL SQUARE TUBE NOTES: '/2` STESSES, USE THE FOLLOWING EQUATION _- / /� 4. CONTRACTION JOINTS: I INLET BAY 1) VALVE BOX NOT TO REST DEARING AREAS° (TEST PRESSURE/1SO)x(1500/SOIL BEARING STRESS)X(TABLE VALUE) NOTES: " -' - - - A eli R®II ,U R®II) C1Lt]� -1 D A A. SPACING TO BE NOT MORE THAN 15 FEET. \.„,..... \ 1 n ON OPERATING ASSEMBLY. 1. ST: �IIII B, THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3300 PSI AFTER 28 DAYS. -�^ /-� Ililll6 2) OPERATOR EXTENSION , SEE DETAIL NO, 561 6 ��o./ a / � lnlliul • 5, BASE ROCK 2"-0 OR 3/4"-0, 95% COMPACTION. BASE ROCK SHALL BE TO REQUIRED WHEN VALVE NUT 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. CURB JOINT SHALL BE TROWELED WITH A MIN i/2" RADIUS ALONG BACK OF CURB. �]III/I�IBIIIIIORIi'll�ll®IIV�III�B011 GIWrimli SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. IS DEEPER THAN 3 FEET 24" 3, KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. ., I, �nln FROM FINISHED GRADE. 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN 3., EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED . �,--� �� INN a .�I,�I■ 6, DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE: ENCIRCLED ON THE PLANS e.g. 15 INDICATES 15 SQUARE FEET BEARING Jall�ld�l�lnll I�i�l 3) AXIS OF OPER. NUT. 5. IF ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS 4. 6A% 6" 10 OR EQUAL GA MESH EXTENDING REOUIRED FOR COMMERCIAL TO FINISH GRADE. OUTLET 2, � GAR i RIDGE °u ry' A"III ,,, A. 3" I.D. PLASTIC PIPE WITH COUPLING, NOTE: it lllillll1 B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST L D VEWAYS ONLY. HIIIInI, • INLET PIPE 1) EXTEND 2' NUT TO WITHIN 18" OF FINISH GRADE 4) PROVIDE 24" SQUARE BY 4" THICK PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE 'Iii SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB, WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM CONCRETE PAD AROUND VALVE 24" 2'- /�\ / (SEE NOTE 4)•SPECIAL PROVISIONS. (rr.�` C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' FINISHED GRADE BOX OUTSIDE OF PAVED AREAS 6. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE • eIIN1171 M) ,T �IIm11ArII7(I®II AND A MAXIMUM OF 3.0' FROM PROPERTY LINES, AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD PRESIDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON I \�/ \_'/ \ /Z\`J �- THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE - �- � \ ♦/MI FEET. .m".m m NO SCALE I•r as Nuu MI ,_n m NO SGT ,_e WA NO SCALE MA.o I ND SCALE Ma- aAM - �AxnNNT AaD61M P.NEWS DIJDF00N OFPMIIIIXD AOIRIIN P.WOIAf OPID�r OEVAATmIT AWEIIM P.NOM ENAI,ra rPANMFNT 1X P.OIIOMa DOWERING DEPAATXEUT mr as wE ARA NO SCALE .1 -I 4 ,0 M. dam«-+., 126 `` R 505 ''"-II, 'uea ° .. 503 �-- °"°"'°' STANDARD THRUST Dwa NCI __ STANDARD DRIVEWAY OM.Na -- ---- -_ CITY • of W - Ali MARCH AMPS NM ANN= mow pm OF Tar .1 ono MI"IIL Mx Mr&PA' AMP ml"ML YAW awl MI"MS Mx atom - = , -' 6'x12' PRECAST STORMFILTERTM- PLAN VIEW SCALE: N.T.S /BILCO DOORS / I ON VAULT PP}_ d9 0.45'='1 !--- - 32' �- z.o- SIDEWALK ADJACENT TO CURB 16" CAST IRON 910 BOXES NISI_ �1-E STOP SIGN LOCATION (INSTALL 10' MIN. " - 16' 16' 8.. I �- ICI LADDER 0.2 -T PERMANENT ES SIGN INSTALLATION) CROSSWALK 6" CLASS "C AC -OR - 3" CLASS "C AC GROUND V45° (h' MIN.) I --�II BREAK FLANGE SIDEWALK 18" CAST IRON 910 FINISHED GRADE 4„ MAX. FLOW SPREADER q PC/PT STRIPING ON 8" OF 3/4"-0 / TYP, TI 18 ( -7 [CARTRIDGE 3 MIN VALVE BOX TOP O r 1 5' MIN. MIN 6 MAX 8 7% SI.OPI fn TREAM 5 MIN sterse i, r (flint ♦ : w Y �` 1L-,6. T. ._„ Y�- k ia:e 331 �I•,..-r `�� BRASS PLUG air / -T , PPTirVir + 2 Y am TYP GATE VALVE . „ 0.1-m_ 1B %. TJ k li 6' , '; J .+�•• " .:.1.- Cti f !�+. 1ANDAIGHT !y /�` / / r u '%" ten" G !L ."S.: (SEE 503) COPPER a I� '� I it SIDEWALK �r, W > e o 0„0 po II (� - ,- L, t� _ } i t L S 4'BRAIN RO '•r > . - 0,9" CURBSIDE v. - - - II -- 12" ` �F/ SEE DETAIL NO. 503 - `T'7 q ppF P°' S' Tio�pin Wit"l A (! _ T SEE POST / - P@X"S / , 2 ADAPTER �� N 1 2 - n II __ �� SWEAT TO FIPT iu ::!j .Jos TRUNCATED R NS ° . SUPPORT DETAI7/- AR PAPER (MOISTU•D �� ^T ': 2 COPPER TUBING 1'-8' lc /,�Q` �/ COMPACT & STERILIZE SUBGRADE 1, II) 6 DUCTILE IRON PIPE TYPICAL DOME DETAIL ` I RFIELD OKA ALL JOINTS 'Y AI iI FABRIC L rr )'r �� 1�� r ��I L II ... ��nL�11I1.1�1©I11I 7° P MAINTENANCE ACCESS �` ^® 1r I "� 1�� rM, `I''-1Q' TYP. 41 �. -e,, �' s� �i. • 1S ¢a J _. ,, aA.4,.. ... 2 ELL COPPER �` • 6" MEGALUG RETAINER . y` .daAr:1 t ,F w6 P•�.�•. ^ SLIP >1 d �,' 1. MATERIALS: ->Y„qL :`.. F Ri PIPE MANIFOLD (TYP) �,OO O o VR'tiPy S `LN ® GLAND EBAA IRON �Y ' r n,- i p( ) L 'w '' „ �`;>`" TTY BAFFLE WALL (TYP) .:!<'✓.-:o ,. -`v�Q • POST.2 X 63', 12 GA. GALV, PERFORATED STEEL BLOCK ETE PIER FLGGAT�VALVE ,. ` SW A(1 T�EMIpOPPER Ty. sraRypA'rsR M,wncae,>:NT ENERGY DISSIPATOR ® ® ® o y S �I EXPANSION M J. x 6" FLG, TEE YPICAL STRADDLE BLOCK EA 2 e•Q�� DINT (TYP) z o' CONCRETE PIER BLOCK StormFnIDE 6'x12' PECAST STORMFILTERT"- SECTION A-A • F NOM FE SEE DETAIL NO. 561) 2 1/2" X 2 1/2" X 18", 12 GA, GALV. PERFORATED SIDEWALK WITH PLANTER U.S. PATENT No. 6,922,620, 5' MIN. 3" 2° TAPPED D° © © ° 3 a PC/PT GROU D • STEEL STIFFNER POST. STRIP AT CURB II NOTE: TYTON JOINT PLUG OR No. 5,624,676, No. 6,707,627 SCALE: N.T.S 2 1/7," A,C, -%%\` \ • `4. 2 1 4" X 2 1 4" X 36", 12 GA. GALV. PERFORATED 1. THREADED BRASS PIPING M J. CA� WITH MEGALUG mu OTHER U.B. AND NO 4" OF P.C.C. ON 4 OF 3/4"-0 / / / SIDEWALK MAY BE USED IN PLACE OF RETAIN R GLAN FOREIGN PATENTS PENDING STEEL ANCHOR, 3" MIN. BREAK FLANGE COPPER TUBING RAMP WIDTH „I .�_- 2% SLOPE TO STREET 1: ., , . 6" MAX. PERMANENT SHEET E ma Er: OIL enecxeo er:_ man MTO 6'X12' PRECAST STORMFILTER-VARIES - 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH T /�"�//T III IL • 'r1 u°�.� "•^u�Y 3'+�'S �; ':\ ��'"* SPAWN GS ARC A°PROVEG an_ APPR,DAM RAMP TEXTURE nil-1 , 0 I 0 O T ITII,111I ;111 LOCK WASHER, OR 5/16" CORNER BOLT. NOTE: ,/'F F i.0<re%C <!� 1: :., '� rM 14 ME ev REVISION D mPR. PLAN AND SECTION VIEW PATTERN DETAIL PLAN VIEW H17.E , 0,':o .000',° oP 7/16" X 5', GALVANIZED CARRIAGE WITH FLAT AND S";; �o!�! C!_�': �tt''-P/''F #: R \ NNAn rD MLMNDDPDArt STANDARD DETAIL / II'II _ UNDISTURBED RETAINER GLANDS STREET PLUG OR STORMWATER THI / - 112 Imll • LOCK WASHER, 2 BOLTS PER RAIL PER POST. 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6" MU, 5 1/4" EARTH (2) REQUIRED EDGE OF PAVEMENT I SCALE: PROJECT NO. DRAWING FILE NAME: ( ) MANAGEMENT INC. 4' I 4' 16" 4 A.C. 33" ---- U MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: AS SHOtA slz.Dwc 2" X e' CROSSRAILS-PAINTED WITH REFLECTORIZED A. OIL RESERVOIR LA ST MIT:ARC PLOT GAZE: 04/19/et FABRIC RED AND WHITE PAINT. MJ GATE VALVE TI II II B. BRONZE ACTUATION NUT --1 0' 2% T'l AND VALVE BOX 12.1-� C. BRONZE SEAT RING 1 1 PEDESTRIAN PATH OR BIKEWAY 2, SEE MANUAL ON UNIFORM TRAFF C CONTROL DEVICES D. WEATHER SHIELD CAP COMPLETE 0MIN.FOR STREETS AND HIGHWAYS AND THE OREGON E. SAFETY SLEEVE COUPLING"° °D6OOb Op C-8 BARRICADE DESIGN " RING$ "�__ -4 P.C, CONCRETE co 0000 o 3F-1 BARRICADES 2, SAFETY CHAINS TO BE REMOVED. S °I"��I cizom I¶=II II il'" SUPPLEMENT. F. THREADED NOZZLES WITH 0" _ 0 o M o o NOTES: G. NATIONAL STANDARD THREAD -H 1. CONCRETE SHALL BE 3000 P.S.I.PAT 26 DAYS, 6 SAC MIX, SLUMP RANGE OF 1 1/2'-3' 3, HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED f 1 0 MIN. 2" 3/4"-0" AGG. BASEROCK 6C-9 BARRICADE APPLICATION BY DISTRICT FIRE MARSHALL. 2. CONCRETE PANELS SHALL BE SQUARE, 3/4" DEEP SCRIBES AT JOINTS 5 FEET APART, POST SUPPORT DETAIL 4 HYDRANT TO BE INSTALLED TRUE AND PLUMB. "4/ NOTES: SECTION A-A 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN EDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH. 5, NO OBSTRUCTIONS WITHIN 3' O" RADIUS of HYDRANT. ACCORDANCE WITH THE CURRENT STATE OF OREGON 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 2'-0 18" 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3300 P.S.I. IN 28 DAYS, STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION I' 3, FABRIC TO BE A WOVEN GEOTEXTILE (AMOCO 2006) OR APPROVED EQUAL. 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED MIN MIN 2, CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BY ENGINEER. BE EDGED ON 4 SIDES, 4. COMPACT AND STERILIZE SUBGRADE, 4. BARRICADE FOR SIDEWALK IS SIMILAR. 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. TEMPORARY 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. ON THE 4 1/2" PORT. M- 'DIM WHEELCHAIR IR RAMP M0. ' rNrIA PEDESTRIAN/BIKE PATH N¢ '� STREET ma NO. ©TM N'�"°O'M"°'T M ASSEMBLY s in °101 "D°"1e°'T NCI.DONNAS 2" STANDARD Dwo.Nn NO SCALE me Sao IMAlr•NE raa 166 AWMII P.W11W a.1-r a.Aa, 610MIldo u)ATIErIT Amy NMW ,M6 ammr DEI^aDWIT CITY OF Ar It NNL NAa ,m.r aw,EraM Lawrm ATM"�" ',n'""i�oam' MAINTENENCE ACCESS OR WTM Tar as wu aTO °^.a,r�, Tn.as aa.rw BLOWOFF 570 r'TS GGc7Er P.WENA1 EMEDSI HMS IS D art MIN= rill r l in Nem�E��., 128 " avnawe 'Ms4rIt BARRICADE 192 Uan a-a FIRE HYDRANT 542 ©LL�Fno�. g� left Mt MIDI - aEI •L t' Sal #n__ME MANN MKS DETAILS SHALL NOT SUPERSEDE ANY CITY OF TIGARD / STORM WATER MGMT. STANDARD DESIGN CRITERIA, SPECIFICATIONS OR DRAWINGS. I 'r° SA POUT / 7'-0" -�' B' PUE 9 riliggial .IAN 0 5 2004 TBPBDIL IF THIS STAMP IS NOT RED N DIRECTED a SERVED CURB JOINT 9 eR As LOT TO BE - --2xMw SEE NOTE 5 ROW L i HESS PLAINS ARE NOT PROP. PROP. PROP. OAD ,,,,,.,,.w„M° N,oww^. 7 1 z r- r LINE LINE LINE ,, I HORIZED BY MULTI/TcCH I D II 11 11- 11 11-0-11- R = 25' r = Lo Gl-llT,- zo ( b' �,� ENGINEERIfJG "ERVICES Vm- m-m -m -m is,_ s y o„2" OF 3/4"-0" BASEROCK 3 V $ w J/,/ \ 45' aW •I_ PROPERTY LINE w COMPACTED SUBGRADE-/ IN 30' MIN. BETWEEN T J a I �NI�INTERSECTING STREET 55'R/Vy & DRIVEWAY - .- oAPPROACH. ! E i •.� p SIDEWALK ADJACENT TO CURB R/W fa -- S• r ---- - g I .Jt_ }-1_11__1∎I�I�IfI 65'-_ l/, �`y m CURB -- - •' .1 'IDS PROPERTY LINE AND LOT w Q. !• 5' MIN, ROW CURB �\ ! � � NUMBERS MARKED IN WHITE o PAINT ON FACE OF CURB s �� k ° 2% R/W I. e a CIE (SEE NOTE 1) ROAD a "' OINT ACCES$S ° a R R II II- All II'II' (AGREEMENT) RIGHT OF WAY �W - um PLAN IIk411 m 1-II- 1-1, it a w M 1 DIJTm1 T T 30' MIN. BETWEEN DRIVEWAY 6' MIN. BETWEEN ADJACENT �� ! - Q APPROACHES ON PAVEMENT I VI SIDEWALK COMPACTED AWAY GFROM CURB 2" OF 3/4"-0" BASEROCK SAME PROPERTY DRIVEWAY APRROACDH STDTHP PAN 13" UTSiIDE BEDDING aSELW E'MIN O•L 5' MIN os fie ` N i NOTES: V� n;r4 Eira ':.'TA,M �I c5 r. 1. CONCRETE SHALL BE 3000 PSI. AFTER 28 DAYS, 8 SACK MIX, SLUMP RANGE I y "• an` OF 1-1/2" TO 3". '�"`•. O 6 \y^ CUSTOMER SIDE 2. PANELS TO BE 5 FEET LONG '\0\.,. , '!\ /��\\/ W W NOTE: TRENCH FOUNDAnoN ELEVATION i -'� SEE PLUMBING 3, EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, TRENCH FOUND AS REQUIRE, 5 UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET, 2„ M CODE FOR DEPTH W W APPROPRIATE SIGNING SHALL BE NOTES: OF COVER 7 IX Et 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE DETERMINED BY THE FIRE MARSHALL. I 'NCI:Owl /// CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 1. SURVEYOR TO INSTALL TEMPORARY 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE NOTE: HUB AND GUARD STAKE OR U U CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. METER INS E INSTALLATION.ION LINE FOR OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. METER INSTALLATION. 2. JOINTS TO BE TACK AND SANDED. 2. INSTALLED BY CITY OF TIGARD METER 0_ 0_ 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. ANGLE STOP W W TYPE "K" SOFT ,n to COPPER TUBING 5 5 L; • TREY EMAiaNID OIARIYFNT m P. U NO SCALE MAYA U NO SCALE c Ar as wuaA AW611N P.WQLAf mum P.WDIAf aaM ° 'o.wn �� SIDEWALK 1 20 v-Mn MARCH me APPROACH LOCATIONS omS St m•�AT "M1 aloes Mr as xxL ae as r.AN TRENCH DWG.ND. Ci °1 matN Woo. env ism 3/4° & 1" OWL NCI a "rAH INS Mow UM µICI FIRE TRUCK Dwn xn jf"I"D� PAM -move m ,O SCALE MAI m NO SOME AOUSRN P.WFMA AMU11M P.MINAS EDIIlOAN DmrmLA,r CONCRETE RIA®IdO wPanxrrt DRIVEWAY wwAL rw n IMr as wu a!n DM6 Na 6N6 N0. L" Nrt•TIN II II IM•,M EyE N LLlir rr •� l •� 146 i%(,► M' mica I� TURNAROUND 1 65 ' v au NANCN,.I BACKFILL 1 80 �)J µ r IANDN I••6 WATER SERVICE 520 CITY OF TIOMD "M °°4-1r° CITY OF TIGAID "4-, CITY OF I G RD "" Mme„M. F T ,aMa,L M: a Tj G� /eNAEL In �,ONO 1 C C V ...\ c&O PROPe 41146/PL0T:1 110-OS _ / NO CHANGES,/ /� /M LTI LITYHIF ENGINEERING ERRING EXEMPT FROM �� , GINEFR,S?0,0/ REPRODUCTIONSOTO BE MADE �0 Desi n M.D.G. \ \ Drawing Number MULT/TECH 1 THESE DRAWINGS WITHOUT WRITTEN Drawn: D.G.G. ® j` '� Checked: J,C.B. L� f G E `� La I E ��QU� 4��4 AUTHORIZATION FROM THE DESIGN ® � G,, `�/// ENGINEER. Date: MAY 2003 p �W�� Sheet Number ENGINEERING SERVICES. INC. G AS SHOWN U u w x/11111 x/1111' - 1 '155 '13th ST. S.E. SALEM,(503) 97302 Scale: • .. ."�,.�.��,..,.o.,�",e.-w,.�".,�. ."..-�.�.,.,. ". .°.m.��,.,�..- .,,.a...�..,�.- ",R...-- "�. Y Y� . PH. (503) 363 - 9227 FAX c503) 364-,260 / qR D. GREG PRECEDENCE OVER GRAPHICAL Asa Built: f 11 / �/ : / DIMENSIONS & NOTES TAKE www.m u Ititec h.w s office®m ultitec h.ws "- - - "' RENEW DATE: UNE 30,2005 REPRESENTATION. \--- o I N PLAN ONE TWO I 28" PROPERTY UNE OR RECESSED SEVEN NO. 3 BARS II 27" 1 - UTILITY EASEMENT BAR 5 BARS A AREA AT 5" O.C. •- ••+ .4 .• I■ ■ I III III n•IF • A I W (1 W • I'-I'-II- ' II✓•� '+,.10•• • 4 • <'•'+ +. • '_ '•'": a-r•: �`a. ,� •, F • .•.. .� +, '. + p d T/4 / "\5/rX3. 00LTS 2 1 2" _ PIPE SIZE AS SPECIFIED SECURE 2X4 IN PLACE ` • �i�l�l�t�l�t�l�t�i�tp�i�i�l�i�i�i�l�t�i�, ,; .' ;• 1/4.V 2 EACH END G _ TOAPREVENTUPL G/BLOWOFF .4" • • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII•!' ,. ■ STORM OR SANITARY 4 . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ••.• • . 9Q2 1/r FLAT BAR SECTION A-A = SEWER MAIN . : IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111I1 . . • NOTES d • 3" X212" X3 B" 1. FOR NEW CONSTRUCTION ALL SIDE SEDER AND SIDESTORM PIPELINE . ■IWIMte11 M1M 1M telgl1ll �IMIMIMIMIMIMIMIMI■ ANGLE TYP. CONNECTIONS TO 8" AND 10" MAINS SHALL BE MIDI FACTORY 3/4'• N FABRICATED "TEE" FITTINGS UNLESS O1HERDASE APPROVED. 2X4 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING -•--I t A. PVC ASTM-3034 -�- ALL PIPE SHALL BE COLOR COOED: GREEN FOR SANITARY SIDE SEWERS 72. A PLAN 7 WHITE FOR STORM SIDE PIPIJNES 1 1 II B. CONCRETE ASTM C-14. CL-2 1 I PLAN C. DUCTILE IRON CLASS-50 VARIES TO MATCH SEE STD DRAWING NO. 255 HEIGHT: TOTAL LENGTH OF 2X4 MIN CURB TYPE FOR FRAME AND COVER, 13 7 2" 2 1 2" HEIGHT: AS SHOWN ON APPROVED SET OF PLANS 38" m B 3/e" x 21/2" FLAT BARS MARKINGS TO FACE STREET ` e"t AT 1 7/e' ON CENTER I 12^ HEIGHT a 2` IiiuiaiMI�IMIYI IMI�I/I�I�IUI!�I� MIN 2X4 -+-COLOR CODE SURFACE SURFACE TAPE ETC in I 1 1/2" N0. 5 BAR , OF GROUND 11111111111111 1111ii11�1�111 38" LOT# (GREEN-SANITARY) _ `I' - (WHITE-STORM) "4, ¶3 IV' o NORMAL SLOPE J - r '- 1111111 ilJlII''1 OF PAVEMENT \M •.,��' yIAA,�, �•", CROSS BARS ��• LABEL MAGNETIC TAPE WITH BLACK LETTERING b1 ad Irk- ' IIIIII' 11''11/ F 3/B' ROUND GROUND SANITARY: "CAUTION SEWER BURIED BELOW," t"'•--- M` 10" 1111111 11111111 z �� STORM: "CAUTION STORM DRAIN BURIED BELOW." 0 2 ever ipvii- l n 11111111111111 11111111 :6 PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. , F Pe ANNIRAll N0. 3 BARS 1111111 11111111111111 OPTION: CONST. JOINT= NO. 3 L tl111111,11111 11111111111111 PLUG /3 of SURFACE AREA BAR A 2" 1i1•1•1•1�1•1111 I111•1w1•1u1•1u1 OA Kr B 2•ve 1 PLAN 11 �, s�°• ' '- • • v 3/8' X 2" FLAT TYPICAL BOTH ENDS /i.• OUTER BARS AND • ‘1°./.�'�• : , • BARS EACH ENO /16• SEE HOOK r " EVERY SECOND SECTION B-B p •• MINIMUM SLOPE FOR 3/4"-O PIPE ZONE .,,.i OAR DETAIL INNER BAR• B 6" PIPE .. 0.010 MATERAL AS SPECIFIED 1°0 ,• . ::' 4" PIPE = 0.020 SUPPORT TEE WITH , q + • SECTION A-A ' • NOTE: '4' `\� BEDDING GRAVEL, MIN. 1 1/2" FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. DETAILS SHALL NOT SUPERSEDE ANY / / MINIMUM 2'0" WIDE ELEVATION • : HOOK BAR ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPLICATIONS. CITY OF TIGARD / CLEAN WATER DETAIL SERVICE STANDARD DESIGN CRITERIA, CATCH BASIN FICATIONS OR DRAWINGS• SIDE SEWER / SIDE STORM GUTTER 8c CURB INLET CATCH ( ) SPECIFICATIONS CleanWater Services FRAME AND GRATE L-G 2 CleanWaber Services PIPELINE BASIN (CG-2) REINFORCEMENT C1eanWaber Services DRAWING NO. 255 REVISED 02-03 Our commitment is clear. REVISED 02-03 Our commitment is clear. DRAWING NO. 170 DRAWING NO.226 REVISED 02-0: Our commitment I.clear. JAPE 2004 IF THIS STAP IS NOT RED THESE PL/151 S ARE NOT AUTHORIZED BY MULTI/ ECH ENGINEERING SEFIVICES B SEE STANDARD DRAWING NO. 255 WATERTIGHT MANHOLE RING 3-BOLT DOWN COVER LOCATE FRAME AND COVER FOR FRAME AND COVER. OVER LEDGE OF AT LEAST 12" IN WIDTH I�� ► ` • • SEE BOLT-DOWN ,j_ 1• .� K MIN. BETDEf]! �� • d.. . DETAIL • ;J ` KNOCKOUTS �I��►.� CLASS "B" CLASS "A" c1 rs �� A A g A ,,t1!'1 w A B... l�� . • -'� __ J SURFACE RESTORATION MOUND EXCESS NATIVE MATERIAL ��•• AS 5:1E.C. IFIED OENCH TO ALLOW , , „ , , TOP MAXIMUM OF FIRST STEP 4 . ;d ' , . d 11'.•�� : ;FIRM' ■■ min r., d TO TOP OF CASTING STANDARD FRAME AND COVER OR 1-^�` 1 y ,• `=°'�•- WATERTIGHT FRAME AND COVER SEE _ •"V �I . y STD. DRAWNG NO. 110-SA/ST OR ,.4 `` Q •"'1.'"�• •. ��'t""� i�,!`��\y;v •SET FRAME IN NON-SHRINK I .I • 41••11_; :• ; �•, 12" NATIVE TOP SOIL j ;T I • i GROUT • ; + ' • :I+ -, I • •r; •. " • . •`e . IP TOP SOIL EXISTED � I NOTES: - • + : 9574 COMPACTION 90X COMPACTION PRIOR TO EXCAVATION. • WITHIN AC OF �GRAOE RINGS 2 ,4",OR 8 . SURFACE 1. ALL PECAST MANHOLE SECTIONS SHALL CONFORM TO THE ( � ) RECESSED CURB INLETS • •REQUIREMENTS OF ASTM C 478. MAXIPLAN VIEW TO BE REINFORCED - • " UNDISTURBED 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY IN NON-SHRINK GROUT +A�r UNDISTURBED CONCRETE INSTALLED IN EARTH .�� 2NATI VE (EARTH 25"STRENGTH OF 3000 PSI, AND SLUMP OF 2" TO 4". I COMPACTED / 7/8STANDARD ECCENTRIC -.-•--rl ACCORDANCE WITIi MATERIAL 3, ALL JOINTS SHALL BE SEALED 1NTI1 PREFORMED PLASTIC 3/e - 0 CRUSHED CURB DRAWING N0. 226 // RocK , _ o ri� ii"rerl �GASKETS SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR AN 38• CONE B aaaaa�aaaaaaaaaaa�� •APPROVED EQUAL CONFORMING TO FEDERAL SPECF1CATION - TOP OF ,� /I, Nr',"•"•,/ / / r 4�/ SS-S00210. PAVEMENT • •,• �.•T "'Ji��r`�LT 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE • • •♦ / / WATERTIGHT. -� /, • ::;:: % % 1/2" •5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A MANHOLE STEPS SEE a�ear� % • • ••" �• f♦ �/ I 5/� I"" SECTION B-B MANHOLE AND CHANNEL DETAIL STD DRAWING NO. 100 23" SEE 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL -� MANHOLE SECTION I . / 30 3/4" BOLT DOWN REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. (VARIABLE 1'-4') WEEP ::;41)11:11.414;t11 7. PROVIDE A MINIMUM OF 8" OF INTACT UNDISTURBED z HOLES x 0 / DETAIL MANHOLE WALL BEEN PIPE BREAKOUTS AS MEASURED - , j, � ' ♦ I SECTION A-A NOTE; ON THE INSIDE FACE OF THE MANHOLE. z I- - -p • 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND I ' • I 21" MAX y�:t'A • `• • • . ' WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND COVER SHALL BE p 4" MAXIMUM CLEAR OF PIPE WALL. S, -� �I�- I •MA% 3/4'-0 CRUSHED .:{r•• •`:':: • • 1/2 PIPE 0.0. USED IN ALL EASEMENT AND OFF STREET AREAS.• 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" 3 • .4 • ° . •� : PLUS 6" I•+--i 7/16 CONNECTION. " • .,• �• ♦ "•10. WATERTIGHT / TAMPER PROOF MANHOLE FRAME AND COVER -� 6" FOR POURED IN a +' •'• •• ♦ 1 /6 SHALL BE USED IN ALL EASEMENT AND OFF STREET AREAS. n 5 PLACE mN • go{QpO1b ° oo B°OP , } i� ,• ,�. .°4pP 7°0� 0 ,p7S 8° 0 1/2"-13 N.C. X 1 1/8" iT_ \\\\ , �I . ` / / REINFORCEMENT ✓�j+ r o 8�7��p o " \\ F t ' •' • d .• FOR PRECAST • 3PFE0 �4 ° O o p o°lit p . HEX HEAD STAINLESS STEEL Ewe\ NM \\I� MINIMUM 12' LEDGE • wb • '+ ,•. . .. A ' 6" BEDDING ° °o° d7p9r c p o o °°•, o / ,,,,pp CAP SCREW. ` o \\\\�\ //, 1 1/4" O.D. ' •• d0.' • 0 $1e 0 0 ° 00'. 8 3 REq'D. PER COVER. -o� S. STEEL WASHER ONE REQUIRW �•�"..•:•:•• ° F °r ' tO o( ) 2" MIN. FROM TOP OF ° o 0 o o ; B'• ' Fr" 3/32" THICK SMOOTN FINISH CHANNEL TO � 1'/FT.SLOPE TP. PIPE TO MANHOLE 2B" 27" •. IX�r.^�1�1i��r.�li��r..W:':�:'^11 x,. or( / I I SECTION /i /i /o I° /r /° /• /• I• �9, WASHER RUBBER I O 3/4 VERTICAL HEIGHT OF PIPE 'N SECTION A-A SECTION B-B �, ��„��„ ;�„ �„':i„:�":�„:�„;�' ., TRENCH STABILIZATION: NOTES: IF REQUIRED, TRENCH STABILIZATION tar ® 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN B" �.1�JD:a•...-. �r.QG"5...�Il 1. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478. SHALL BE SPECIFIED SEPERATELY BOLT-DOWN �r' I 2. INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOWLINE OF PIPE IS 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 8" AND LARGER AND PLACED PRIOR TO PLACEMENT I'�. • nips GREATER THAN 48". SEE STANDARD DRAWING NO. 100. SET FIRST STEP 12" FROM / OF BEDDING METERIAL. DETAIL ////A c � TOP' OF GRATE. r 12" MINIMUM OF 94"-Cr COMPACTED - CONCRETE 3. INSTALL STRUCTURE ON MINIMUM OF 8" OF %""-0" COMPACTED BASE MATERIAL. 4. REINIFORCEMENT FOR PRECAST CATCH BASIN SHALL BE REBAR MEETING ASTM BASE MATERIAL •'•%''; .' et•est•,s"''s'ti- 1/4"NEOPRENE GASKET 5 W• •• r• r..•,•.,. A-615 GRADE 60 OR WELDED WIRE MEETING ASTM A-497. 5 5. ALL POURED INPLACE CONCREATE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I.•,]' ; u•r Jti;r,•"• 72" MINIM-:-.0:1,�=•, AND A SLUMP OF 2" TO C. ° t -.,•A•'`-' ` •• '•'• 6. CHANNEL REQUIRED IN FLOW THRUOGH APPLICATIONS, AS APPROVED. ALL OTHER NOTE: COVER AND -AME SHALL BE OF GRAY CAST IRON A.S.T.M. A-48 CLASS 30. W K APPLICATIONS REQUIRE AN 18" SUMP BELOW LOWEST PIPE INVERT. TAMPER PROOF (REMOVE GASKETS) GUTTER & CURB TRENCH BACKFILL WATERTIGHT MANHOLE " U STANDARD MANHOLE ( ean\kt Services INLET CATCH BASIN CL ILI DETAILS Services DETAILS CleanWaber Services FRAME AND COVER C1eanWaber Services Co (CG- 2) REVISED 02-03 Our commitment is clear. REVISED 02-03 Our commitment is clear. Our commitment it clear. L� w DRAWING NO. 120 REVISED o2-03 to to DRAWING NO. 010 REVISED 02-03 Out meutiselan. DRAWING NO. 225 DRAWING NO. 280 C e# a N '- m _. 0 v RED PROP( 4114b/PLOT:1 116-0s %�� MULTI/TECH ENGINEERING EXEMPT FROM, c��' •DINE S`sl / NO CHANGES, MODIFICATIONS OR LILT' LIABILITY IF NOT STAMPED APPROVED cD� eR \�, ,• REPRODUCTIONS TO BE MADE TO Design: M.D.G. Drawing Number o TECH 96 , THESE DRAWINGS WITHOUT WRITTEN Drawn: D.G.G. I��/(7 II�� SLIER II�� II�� I�1I I� g • �i� ei� AUTHORIZATION FROM THE DESIGN Checked: K'G'B• U V t� L� L� ®° ° Q�° 4994 OR G„ ENGINEER. Date: MAY 2003 PHASE ENGINEERING SERVICES, INC. Scale: C SHEET 1� Sheet Number <r 14 DIMENSIONS & NOTES TAKE AS SHOWN �JW�C�C u �� 11 1155 13th ST. S.E. SALEM, OR. 97302 /( A OVER PH. (503) 363 - 9227 FAX (503) 364-1260 J 9�'•r D GREG PRECEDENCE O ER GRAPHICAL As-Built: / of www.n,ulticecn.ws o.fice®m,u�tltecn.ws ! RENEW DATE: JUNE 30,2005 REPRESENTATION. / �� gym- j ` i 4\ fin rwtQJTc KESSLER ESTATES PHASE 2 JULI US B • KESSLER • `,", HI VIEW CT. 87TH Ci. DNN SEC . 11 T• 2 S , R • 1 W9 W. M. • T. • H . • • ST' :4/6?�� . MCOONALD ST, � ' a�`,'c- 9425 SATTLER ST . CITY OF TIGARD g •° :DaE S�, ER,E DT. D.°= •EEK•T „ 0 0,. D B0111t/ N u,0 a TIGARD OREGON 97224 WASHINGTON COUNTY, OREGON VIEW ERR. wEWS•� B E. EW oDTERfis FW_� 4cav►R • ; RR' iERR.�e� GREENS ARD . M W `0 BRO. LYNN• '� <m p. � F MA ,•OESE 1NEZ ST. -"lit EZgt� ST_, -W� El ;• :ON �.4i E,,, LP.tma Phone : 503 . 639 . 1 '791 T PINEB K • PEMBROOK ST. MM1 1hY"tea' �Q "1”(K • 1• C'ir°Le MARA CT, MURDCCK ST. V SCH40L AM[RM PINk5R°OK $� 11)=4ThanzE. s��M ,V//�VI c Q cxod. aV o :WI¢ uU ST. VIISL CEI 'tC/Q/- ':C/ ! - 0 `., ,, M.ILY S.1 CLE�LIE •mi- 4; ��-, NCH o°� NPEPPERTREE CT a • G HOMES NW Inc . :1. Ci m D:N�LD HOODVIEW nT1LE S710.-1z,... CT -••• m •p, BEACON O JI °z OAKS LN. aU fir. lY (I KABLE \,PMESI9E• Da 1 KEN70,N •o P . O . BOX 40 '7 �w,° � C . , • • SUMMEAFlEN , OR D•. �1N ;� •*Til i.e: PA N • ':;° WILSONVILLE , OREGON 97070 �LF •E HAM 'T ST. HAML • 1' , AVON CT. W ° WP < m CHURCHILL• Phone . 503 . 570 . 8828 AVDNGT _,, GREENS N Y B'Pe t4 T• B0 '��` L'�: iTl o AY ) I coon OA, . • BREW '00. p ,., • BOND \ I ' DURHAM• , RD. SIR •FLQT,D DURHAM • \ 7O NER�LSi. _I I I /7 I I PICK 54 PIC ' CO K CT.°a- MARTHA aJ s�rl. out: M I\ v C • -,• a /� < ST. a 1. 3 r JULIA< SEWAGEI�t I AREA MAP\ ( L _ _ _ _ i _ j LESLIE CT MEN \ - - - - E rE00-i- N ,,0NN0 ARE ;• R 1 JAMS oo� & RSA 6 / 1 8 / / T I MEN �so_ �' ti ti3 236 ti / 1 PARCEL SIZE: DAR I DEVELOPABLE AREA 2.45 AC. H - _� n _. r r_cr_raNCrENCe 589`42'10"W P.3 5.15' a OI ', o o,' I o o 1, p o'c 'P /�//0 I 0 r f / 15 i� 20:00 „378 81,B ■ 6 NUMBER OF UNITS 11 D I o / / I ' DENSITY 4.49 UNITS/ACRE 2 J & s. IF�R ?EMOTED 15; I I Z�2 / LARGEST LOT . . 9,037 SQ. FT. I RSA r R TAX LOT 12900 z EARN TRACT A 7 2 DE°GE I �, ' " / I SMALLEST LOT 6,732 SQ. FT. R ,. — $rL-, , 20 •F• ° ! n6 ° 7,914 SF 7,800 Sr SF , 7845 Sr SF �` AIL s SEOI A N m a, s2 Sr I — — — H I AVERAGE ... .. . 7,886 SQ. FT. DARAIEL CT 25'ACCESS UTlL. EASEMENT — M x 8,797 $ R j 8193 S.F.. • I I ' 4 h E��lOr N o B 21 4 s,54o Sr �� M7 �r F. . ;�R ;'' I• I I I A�rNDA I I UTILITIES. L. C) coo O, lr s,037 .F. • 'IN A�, I J FAUN I ST CABLE SERVICES TAX LOT 13000 25� - o Pa T ' ti CABLE COMCAST_ - _� V11Ii 5�\A IPAT{P I I I' / _ _ _ - 4 .J ..,... L,' P \d .g2, 79.25' J .`•',•, 7 N89°53'00°W 165.00' -�' ,' L To BE ,'NS �' — — — – y — -----.4„ I / I POWER P.G.E. � `„ dE'.B a -0 EXBtlsNRrsE�ER�� n©\ �� /; /` — — a ,ti� R PHONE QWEST COMMUNICATIONS•1 1�Ai � AR9 58 33'18' REMOVED EX 4B ACMP SO UET a _t Y57EM hY. opIR2? oBI °GOB QQ °� L © ■t `� o' i.., N PARK 1•�I poU ,A TtR L 1±i@AY _, ❑ CU 9949' 1� tip_ N GAS .., NW NATURAL EXIST f - G c,I GU d° H r HOUSE f •E / W✓i 11♦ EXlS _ _ /' WI p °. D° p' EM I ,,::. �• . / PROP. .B' �; D.I. W.M. IWj • T MGi'�YERMAlN EXIST FRB , ,. \\ : ,,� N 1 STORM DRAIN, CITY OF TIGARD 5 M N E a °R22 �� Q Mj 79.20 arTrE�r. .�' I - / I N �/ SANITARY SEWER, — — — - - ,5 01R 2B G 23 i. • - o^ L 1i 289 •$F: © ✓ PS —_ !•` ©,�\\ i x N N J-. AZ ° 2� 3 WATER. EG a • s2s S.F. E , e a� 10 L \ DAWN CT. `r ° 0I u 0 0 3,' Q as 8°' o --- E 1RIA, Jp 'i.. ZA n `„� / •EXrsr. sEw,=a E A .•- M u r 0. N�:I L m ,.,, ,.., 7,72aF' S.F _Li, 9 A U G � ,3,5°-, o^ ■ • s°SPRap EE 7 ba' $CEO 6 467 SF �\ u R E 2 sqs°Sd'DD" 'R/,CT 'B''' FX . 1 d N Q A M S 'cYC[CNF FENCE 115,0°'. fill\KV I 3,Q�8,..5"/°l a 1 N 6 r B 9 ° c'1� r` 1 S ° Go D PROP. eo . 7,261 S.F. M ,'5,�,p � „608 S.F. 1 6,605 SF, ti0--L`F ' 4y53O4%127o OR 18 I g � o � —, — — — — — '� ABBREVIATIONS F-• I\ 2 o 1� C !'E r0QDpR i 'c / p l 4r7. cE I ' I W° A.C. ASPHALTIC CONCRETE F.H. — FIRE HYDRANT 41P O I 589°53'00"E • — I N i : \ Q O l0 24 G+'sy a o I \ I ACMP ALUMINUM CMP F.M. FORCE MAIN O L. cn p N n 106.23' h yy — 7,476 SF' Qewo ow �I;ZS WM N g. CNI I L6 2 C Y ASSY. ASSEMBLY GTR. GUTTER•PP S 3, S F. � , 1 2 \ B.O. BLOW OFF G.V. GATE VALVE II i 0 3 0 7500 S,F. B.F,V. BUTTERFLY VALVE 0' 50' I a 01 L 4_ f < _ • I — 11 Q 4,• I I IMP. IMPROVEMENT 11.111.11 i a N Q ti , C & G CURB & GUTTER INST. INSERT• O �h, ` J 1.15.00' 'r N89°537 O R W 127.00' 3 t4,8$ •0 17 7 0 6,740 SF,' v, uS I n.00 2 'c CATV CABLE TELEVISION INV. INVERT SCALE: p_za6 o,G G,�589 53'00'ME '` 165.00 Tr ' - I7o 6,789 S.F. \ ,G hp" �I ,"� I AS C.B. CATCH BASIN L LENGTH, LINE P' GAMoRH°R Za E/REPLACE' I '- a I • pLII EAGH3 h I ' ' 4�C I C.B.C.O. CATCH BASIN CLEANOUT 1' = 50' W I sY HA 2G0 �l ° I O 0P 1 OIj • N _ S' =2� C.B.I. CATCH BASIN INLET M.H. MIANHOLE I 5 GBDAR�Ary CA rca, t , P pP iD W 7 �e M METER, MAIN EASEMENT �- 5810565"E 256 „�� 4 A -- -- 0 �� ' I I C.L. or CENTERLINE IV N -- a I E TI e'gccLSS r- Sr 941 50 — ' I Q1i1 CMP CORRUGATED METAL PIPE PED. PEDESTAL & �E r �DX/LOT 13500 ;' 2 S EASEMENT- , 7286 IF PP �I ° I 1 i 2A' C.O. CONCRETE PUE PUBLIC UTILITY EASMT. if 26 A n 7,788 S.F. „ I 10 CONC. CONCRETE PVC POLYVINYL CHLORIDE h R G TAX LOT EASE,JL7zr� 16 1 12 I a' 8/ S.F. CONSTRUCT 1 o PPGB 1fi" 6,592 SF' a 1' I 76 ' I I CVT.ST CULVERT C P Pl. POWER POLE ° �aa`" D.I. DUCTILE IRON P.L. or f PROPERTY LINE W I Id' 7 463 S.F. r /.`` f - A IIi ti„ d II ; b I DIA. T DIAMETER R RADIUS /1 0 J tti ti DWG DRAWING RD ROOF DRAIN 3 _ ' - S?i' 2 p �I� tiry I EASM EASEMENT R.W. or R W RIGHT-OF-WAY ° eY- ,— h 3 • s'sa EASEMENT `ry t2' LJM p�G / Q �s � — e I °O 57,D' = eas7 �I •'' p a o ; GW �P s NY,�ENEI '� E.G. EXIST. GRADE / GROUND SANS. or S.S.—SANITARY SEWER 11 ti °$ . i li,�W t4 P•.•, .1. •®' •. °,Lao - g. 1 srd TbaArN ___ _,_ I , cX'r spEmALA'` EOP, E/P EDGE OF PAVEMENT S SLOPE _ _inn: 1," • c., smRA__aRq! .�_ _. — _ - ��-T_��'' , — _ - EXr r. Tr"coNC srLavM-oRgN 0 - ELEC. ELECTRIC STD, STANDARD \ - Q �, 111��...`� , 7:7 --�Ihli/�E' n I� — ] s - - ..._,,.�,.= ...w=-� -- ww1:R•` •• _ ...___L_?_�-" �' . . --\ -:�: `E•+'g a' r 45 9 _ —'-'.. p__....�,,....._ — � — —. . - — - — - - - — — - �lW _ — _ —`.0: M' - - - - — �'. ELEV. or EL. — ELEVATION STM.DI4N. or S.D. STORM DRAIN Q AFlsrEw • S .. Q11 t ' •. �4 y �` ._.- -' H Al e"SAN/T YSEsER EX. or EXIST._ EXISTING SVC. SERVICE - I- _ td �PjioP. r as. _ ® _ tOA. 8' SAN. SExd�•". _ --- _ EX e°sacra ELLSR y - _ © — _ _ _ FT. FEET T.C. OP OF CURB - ' —r til >a ►;� F.F. FINISH FLOOR TEL TELEPHONER EX/ST SOS - / - °i ,.^' . EXIST, WA>FR MAIN _ _ _ _ _V _ _ EXIST HATER MAIN _ - - - _ - - - V , •�a �.� - --� �� F.G. FINISH GRADE TYP, TYPICAL• s'xnoBFENCe *'crcxoNEFENCE s'xrwBFENCE s'ax�FENCE ` W.M. WATER MAIN — TIII o- Xls SIDEWALK — 8� SYMBOLS• �l�f Q G I �— G JTTL E/T — 'f]— c� Cam— fi _ 7^_ 6'BR/LW WALL �5'C YLVE FENCE - EXIST CURB EX/ST SO. 6057: CURB ° I � m ASSY. EX. © 2' DIA. c.0./M.H. EX. j LO 1 I ❑ I 1 1 1 I e BLOW OFF ASSY. PROP. ® 2' DIA. C.O./M.H. PROP. W 645 1 644 ,399 400 �D I 477 412 I Oki ® CATCH BASIN EX. QS MANHOLE SAN. SEWER EX. I I I MERF'IE I ND 8 I I I I �h I ® CATCH BASIN PROP, QS MANHOLE SAN. SEWER PROP.• SIJ� 426' 427 I 428 3b O CATCH BASIN CLEANOUT DC > REDUCER / INCREASER EX. 1 I — -1-- —i- —I I 425 1 1 I I �WI • CATCH BASIN CLEANOUT PROP. REDUCER / INCREASER PROP. 646' I I WI ® CATCH BASIN INLET EX. ❑ 3/4° - 1" WATER METER EX. H I� 1 u 1 1 Q ki • CATCH BASIN INLET PROP. ■ 3/4° - 1" WATER METER PROP. r 643 398 V 401 470 473 J Q 0 CLEANOUT EX. �Q UTILITY / POWER POLE I —I 647 I I I I �\ • CLEANOUT PROP. — - • - — CABLE TELEVISION SUMMERFIELD CT. -3 — CENTERLINE I— — — — - I— —I F — 1— I — — I -- FIRE HYDRANT PROP. GAS MAIN > — DITCH C.L. -,..ELECTRICAL LINE LP 1 I I I —� 0 GATE VALVE EX. PM'.I�yly—'STORM DRAIN SEWER EXI$PROP. Q 9 GATE VALVE PROP. q y w rT �•�n � • I • 1 I Q I Q I GAS VALVE _ eirt / v&/u �• �i r �vt-u,ci/ /,m �n t-• 1,�o1 =-►— STORM DRAIN PROP. 4�/ c1 / ©D MANHOLE STORM DRAIN EX. NU&� — TELEPHONE AT WATER MAIN EXIST. 2- © MANHOLE STORM DRAIN PROP. — WATER MAIN PROP. '° Mark Grenz PE Dennis Edwards PLS ® TREE EX. IF THIS STAN") I':; NOT RED THESE PLALIS AF', . RIOT Multi/Tech Engineering Multi/Tech Engineering A`" r LD PROF aznP/PLOT., cov 4 / rMULTI/TECH ENGINEERING EXEMPT FROM �CC GINE PROF( NO CHANGES, MODIFICATIONS OR ( '1 C— 1 f '\ I ,- , " o eR "� REPRODUCTIONS TO BE MADE TO Design: M.D.G. Drawing Number MULTI LIABILITY IF NOT STAMPED APPROVED TECH 4 , AUTHORIZATION SFROMOTHE DESIGN Drawn: D.G.G. ® yi. �� o . o, r; i€ = ecked: PI�Cf�B�tlObQl��l 497 /� �j� �j��^ U J o p�,QA Sheuber lJ IL�2 PH03) 363 9227 x (503) 364 10 su :` J ON. .1 \, J lauBaisg �'� i J - RENEW OA E'� JUNE 3°,2003 RI U V RBARNED` (75) // I 0�\lo J A r t I R & ' IF TAX LOT 12900 M p32 1 I / T 20 TRACT �4 ' / 1 7 1 6 ' —�/ I 25'ACCESS UTJz. EASEMENT —. . ,' _1_9__! kph 7,914 S, ;r 7800 SF ,,/`7,845 S.F 762SF DAfRREL CT. C — "' " ,S r r V sHEO 1I I I� 21 rl •F E�� 1 I ' I / 1 TAX LOT 13000• ......252 0 ti"ti i 1 I 7 ,I N89°53'00°W 165.00' �� LyJEnsT To BE N r ersr. cove -Th, / 1 ,6 HOUSE L _ H -_ __ 1 IISNEd _ _ . - C -1 4"0,,,,,i- - �', N -f �T' �a+oo EX. 6"SANITARY SEHE•�.. +oo MH n© \ \ �'- `l�0l L o 7tJ' f g / - a. _ IER MAIN EXIST CURB E C rrff rr�� MH/ '46"A'CMP SBET „S 7L- 1 / X : a LL PROP.,B �! B.I. WM. EXIST N'A +'- /03 �C' / i-6 �© ° - - I - - X o I �P• 240 N F9 3,' y , a� a, 10 "�: 1726 SF 3 ) PROP. EoP� y c. I I 6467 SF ,I' MFG 2 `� 5 c ONL 'INC. LNCL T� — -- I-TRACT B 18 M 8 I y , I g� pAR ,r, OI �i 6,608 SF. 6,605 SF I 1 PROP E ' I:4 (C5 N NNL�t \ I I -- 1Q 0 0) 1 — N 24 o r o o I w x_______GI — � 1 .25 ^ it N I I 1 Fik 0' 50' a ` IL LL U Q h 0 /1 Q 1 ..©i .'I 7,500 SF. M ui,id 17 6,740 SF. 3 I o �X SCALE: :_?+s S89°53'0.2 165.00' r Im U) y• H ( „2 FIREPLACES ,' -•m iss I I 1'• I 6 'I I o — n� a ✓' R�I1° ACCESS � - - + -� LT EX/ST MN Y I MA EASEMENT-`.I 25• �5' , " 2372864S.F 732.E F RIM 245,6'2 & S' 6'unL. 26 .� - -,` �' i �°s I 1 V INI! 2JB,1J N• • ' , JNI! 238.21 SE NI ,'1 r TAX LOT Fj3200 EASEMENT I 1�.:. 1 1 12 ,' 1 EXJST M.N ElXS7 C6 1 o �/ 6,592 SF,' 1140. T4' 1 7681 SF R/4124415 R!M241.76 M PROP.EXIST 4tN /NK 21770 NW /NX 23976 W R/M 24511 I I /NV 23720 S /NV 2J96J N 1 '' STORM WATER JMANAGEMENT v.i✓v 2eJ3o06 E 1\ NV 21950E 2kD Exisr. ou zEY MANAGEMENT / W STRUCTURE \ k /NW 24:306 N EXIST INLET I :-0°' !NI! 2Jy;J5 / _ , STRUCTURE h © -•Fh 9— i 6'SOfASEMENT . . !N✓. 24078 \ 4O 2 —/ "F'i'ts V g , ' -� Al �. ail I�O� .:2,1:7i .YE81,,. _./ _ �V Y l® % ° 12' sow-DRAIN in 2 FX/ST..I.' # C. STLMAE ORA/N �e , ... --. \ `-� \ ^. Tom::....:... r----:-"� .1�:60P ,• 35: 'P R # .' __ ____ _ _ IL' _ _' —b]iYl r "y'.'llliLjl N —VAT cab© _ _ _ I 8 _ _ 1 _ _ I®PROP. 6: S. �_ © OF ST WF 0 EX B"SA,V/TAR EVER �` '� J` - U - - - - - +00 1 n oo 8+100 _ 1 FOO 4+00 ' -� - -1_ 13100 ST O 11+00 - - _ to�-oo - s+oo /•♦ /. BT,•'N'ATFR MAW _ _ _ /•� _ _ _ _ EXIS_r {PATER MA/N _ _ _ _ ___,H7 it - - - - ` fXLST, cu;: IIII —EXIST SB. EXTS C -< _ yL-1 a, ,. C - -n _ 0_ , , ®� , , � �•� O. '. ,EX/ST SIDEWALK —' :�,.. -I EXIST C.B.�I 5'HtlL�:J FENCE 4'Clt;Y d✓E FENCE 6'NllS FENCE rdi — R/M 241:63 7-7Z ER I s' 0O FF,vcF /NV 219:45 W ' SATTLER J/. 1 RIM 22805 1 I!N 219.41 NE 645 644 399 400 IN 22543E o 1 1 SUMMFRFIE�p 1 477 4>zNo B 1 646 1 - - - - -1- - - - -r I — I - - H . — — — — 1 6'43 398 1 V 1 1 40/ 4/0 1 1 473 1 1 17 7 647 1 ck 1 I c 1 1 I291 I' . VARIES VARIES 11' 18' - 11' ►"• - __- 0.50'-+• -.- SAWCUT % 2' 'CLASS 'C' W A.C. PAVEMENT y TYPE 'A' CURB �& GUTTER 6° EXPOSURE - - - _ _ S _ 2% MIN 6% MAX. EXIST. A.C. i/„�� _ r 3' STRIP • g_,. ir-' ,..�_ a' GEO$XTILE MEMBRANE j° •'• O N EXIST. BASE ROCK```` • N 12•' OF 2-0 BASE ROCK. 2” CLASS 'C' °t a W Ni COMPACTION AS REQUIRED A.C. PAVEMENT N<I N 3" OF 3/4"-0 BASE ROCK. to H • 1= WO~t ~ 3W COMPACTION AS REQUIRED .-UA1D_ F\ITIREZC RZ. _ oiO W mp?��MM r rr1 PARTIAL STREET SECTION 245— L.._ I I I °6 W e4.34 1 I I 245 ekl SATTLER STREET 7+51.73 - 9+85.89 . .. , . + - �.- ,1( 11- ........ ... ... 1 ,° N m_ �n . o rs�$$pp I 11-,n-,: ., ... G i...,..I ..• NTS ! ., 88��. DROP. F.G. RILE.a ,�-y M N to may., Q 1. I ...., I 1 1 m 240— C ... I. . l .....I I. 1._.._ _..... (, m o° 111°410 ... — 240 Et . r'-_.EXIST ,4_ U of F- I.,. N NN M U W N _ I s N PROFILE SCALE .._. . __ 1__. __ _ i_ L` oR l ?349. . `__+._ L... U ...�.._.II r XW VERT. 1" = 5' Z�Z 235— l ... .. J _ .i. .i 1 C f FRdP T.0 RT.2 //�/� 111 NSTi gu O Pk. S �' 0 ... S S 230— . .. PVC S ?2y� ..... ._. — 230 LE-STD. MANHOLE ,.. ...., .......... .. ....... E .; 1... - 9 I FRAME & COVER 1 ..... .. I .�..� 1 ,. I S. 2,22Z i_ 1 I F.G. SURFACE ., I PROP, 12 �� 1 SIT IN MoleTnR ' �d74� 8� PVC g 11 PVC S.D. & GROUT (TrR.) II _ - �^ Q 225— I y I .,..... . . ..� . . .,..., . . .,. , .J._ jQ.� .... . I zzo _..L.. �3 � .._. ..__ _. rP P - 225 c„... �� (�� I�� .... . ............. .,.,...... .,........, ..... ..... W...... Irl�'NNNN Sal.? bbd .._ I -48' CMI' 4H' CMP 48' CMP ., ..,,. ....... ...... ............. ...... ......., ...., rip 1 ..I N1-u'Zo 1/ .� i �j�-:. . MCI Iii d I .,. NNIm NNNN . =trop 0). C SS„ tO�s CONST. 48" CMP L=53' 5=0.10% - CONST. 48" CMP L=196' S=0.10% _ BAND 220- I ..... ............,_..... .....�_ ._.._�...._ •........_...• t ., ...(_,.... w.i..I'$''....�._.... .�toctzzZ 1 + >' n= �� 12 PIPE BAFFLE .... ..,,........ (, ...1..,...., .........�... .. ........... .....1.. ....II, ...`.......L,. ...IIII _..�.. I -L__ d ...... B.Is sZ-..zP. 22� �s^� BRACKET Otn ""-1 at ......, ..... • lI 1° 2 12' PIPE ... ��..... �. .. . . . .. .. .,. I .. 1 L.. } .. 1 I iiri NOTE; PLYWOOD FORM ALL 74,1.v.c.• '� NOTE: PLYWOOD FORM ALL "�:• '^ MANUFACTUDRERS // / �� w T N DATUM ELEV , I ! ! i ..Ji. : _� _ � 215.00 215.00 MANHOLE BASES MANHOLE BASES r J ,a d '" °- SPECIFICATIONS ( �� d .: �� 6" GRAVEL BEDDING 6" GRAVEL BEDDING 1 (TYP) (TYP.) I I ,T ••Ct7o V Ci0 Ci UN Ci d. ui 00 V CJ Ci* Vrn VNI o k ma moo eh a NM o� �o NOV 24 2003 \ fir 60 GRAVEL BEDDING b`t'• N M p^'N •Q• o N 6 I� t tm ui •Y M h N N Wrt tVa N'4' Wt WI"4" NM NM NM NM NM NM NM P/ N N N N N N N N N N N N ue MANHOLE #3 MANHOLE #2 MANHOLE #1 STORM WATER W m W W w W W W W W I W W 12" PLUG WITH CONTROL STRUCTURE MANAGEMENT STRUCTURE d d U U U d d U U n F F IF TI 113 STAMP IS NOT RED ORIFICE 13+00 12+00 11+00 10+00 9+00 8+00 7+00 -H USE ARE NOT rl AUT;I , F0 AY SERVICES MULTI/TECH c DETENTION SYSTEM El ILIULLHINO SERVICES 2 -NTS- SATTLER STREET M A f 2,7p/PLOT:, P2-IMP MULTI/TECI-I ENGINEERING EXEMPT FROM\ .''\� SSe NO CHANGES, MODIFICATIONS OR c \ r ` o ® MULTI/TECH LIABILITY IF NOT STAMPED APPROVED '©— ` 1`,�\ REPRODUCTIONS TO BE MADE TO Design: M.D.G. Drawing Number 1 , Fes` THESE DRAWINGS WITHOUT WRITTEN Drawn: D.G.G. fl/7 I� I� 42117 ® e AUTHORIZATION FROM THE DESIGN Checked: J.C.B. w PRELIMINARY S u REE u ® ® •RE°• ENGINEER. Date: JULY 2003 n ENGINEERING SERVICES, INC. GAY ESTATES EP K o 2 o L 'UTILITY OMpROVEMENTS DIMENSIONS & NOTES TAKE Scale: AS SHOWN D v u uvu D v uvu uv Sheet Number „ 55 1311-, ST. S.E. SALEM, OR. 97302 �9R GO PRECEDENCE OVER GRAPHICAL 2 of J(2]� , PH. (503) 353 - 9227 FAX (503) 364-1250 D, GR As—Built: (� �/ a www.mu'tltech.ws ofViceemultiteoh.we RENEW DATE: JUNE 30,2005 REPRESENTATION. EMP�EroN E� IV1 D AREA r. sr RouN I- LAME PEA h ;4001' a �$ tipti 5C ' se & AR E� ZSO. _ ti5 ti M s'cceav�FNCE S89°42'10°W 235.15' e'C QNEF C( ■ i n n ', n0 O OI O Ors I 0 - - 0 0 I O / 75 - 1 r BARN�R 0 12900 1 oBE� ❑ 2 REMOVED ! r' ' - ,.,.232. / PLA J.R. S IF AX [ T M � 15 / gn _ / _ 25'ACCESS& UDI. EASEMENT _ - 1_ ^ ' ,'Z O _1_9.3�- �R /' TFfACT A 7 ` ,t ARMEL CT. 1 rr �ii'0 S5'EOI I I 9 �. ' 0 �` 1 21 I r I o p F TAX LOT 13000,..... o p I ...252 1 ,'`PAT Ci.fi...., tipti ,'/ / 7 ❑.... _ N89°53'00°_W 165.00' . • _1- o BE ai I - - ;I ) ca l.._ .❑ HOUSEREMOVE�/ tl© , I -a -�a+l a T !Rig' ET A� Y.S7TE,J/ \\\ / t•2,'S 1 SNL# "' "s EX/ST E Q4 - r ` E,Y/ST Nq EREMAW Y SANUARY SEWE' n© \ - HI W j HOUSE / PROP.-t3 u D.I. W.M. IVj Ix' cube \ / - - - - - - e 'c 23 'a' 22 =-1 /\ ` Z I DTI ',, li N - s EP M air-37 I fT x 3 " ' PROP. EDP, /:., Q 2 0 .,' �9��\I d or l ME 2 J E ErE I_TRACT R 18 9 kJ E", �� DpR Wov �� f �P + i 3 I I I IN � - - �ry� - - /� O PROP C .,- a cp 0 24 o p9� , W N ; ,.,�� e'25 r m 1' d- e u 2 o WW �: > Ln Q rt11 Q ��,II� 6 S89 53'00 165.00' r' , g 17 S 31 3yti� SCALE: 24 244E F/REPCACE� I'r "'m rc I I �f 1 I Lb'CA: 4 J a t a I I S 3 N Vpti t 4 1 �. ARr1 - �- I r 1 -7(2/ y� I TiVZOT 1.- EXIST MN EASEMENT C!NV 138.31 N.Ny !� 26 - I H ry6 R!M 24362 EC1 J I- M B'uP M1 INV 238.21 SE R!M 244.75 R/M 24178 r E rAX oT X3200 EASEMENT ) 1 1 6 - I J I 12 •' 10. 1 EXIST MN. EXIST CB I /`' I' I' m/NV 24310 frk EXIST MK /NW 23270 NIP !NV 29976 N I MN! ! V/410637 EX/ST INLET 13950E k ,• p /NV 23 JSEr 1 , 4 o, W p I !NV 23720 S /NV 13963 N. 3 Ipp�CJ7 /NV 24308E ti 0 1p N N. �` b ;�iJJJJ U, 6'SO EASEMENT 44 -�� ©(^.f. INV 240.78 e h L'y / ca r'M - a ,,ii �'I ` 11,/�EY1►� 'i9�i 41EN11 _� )..,149: 1Ir_AM 2 3- 1 R �d�� _ �, ` ... I / I . ._L . . - .. X72"=srb7tM7JRA/N Nit 'EX. >7 �. - ui ..... ' J:&1riP / W raw: 1° _ QY_ia Ecw - PROP. s'. S._ ® .� OO , +, � • '�' '- " L� 13100 �- zloo 11+00� _ J to�oo ��e ooh �- - e+oa J © �y _ - _ ' _ __�^ .. _ _ _ _ _.- `M: �S C.� - _ LSD,_,.ill © - FX/ST li i C STnRJS RAJ - S _ _ *o EX. B"SAN/TAR EWER - _ - -n•. - © ..... _-r• ' -.- y i - - - - - - I ,>4 . _ EXlSTN•ATER MAIN - - - I e Fao �� aearzsr IPgTFR MA IN a otl - 3'• - - - �+--- - - - - - - - • • ex/sr cage , ' �I I�- -°- -EX/ST. SO £XrST. CURB 1 _ _ _ _! _ .L\T ` - ‘. .X/SL S/OEWALK R/M 241.68-J I �®�J _❑ 5'a0a�FENCE ❑- I=0 f'CYCLONE FENCE n°'NI2Oe FENCE T :z _ - 6'lM)�FENLi �- roOLV� I rnLV 210.45 w p SAT7ZER ST. EX/ST 28.0s I }I I/NV 2.39.4.7 NE I 1k.I; _ _ li 'I I I !NV 21543E ❑ 10' P.L. 25' C.L. 25' P.L. 10' PUE PUE 5.5' _ 14' 14' 5.5' 5' 0.5' 1-1/2" CLASS 'C' A.C. PAVEMENT OVERLAY . 2" CLASS 'C' TYPE 'A' CURB & GUTTER A.C. PAVEMENT 2 r 5=1/4" / FT. 'LS.. Migall 9 S=1/4" / FT, 6" EXPOSURE SLOPE = 2' 77777 77.9// .............ii E - 2.009,' I LSIDEWALK BY OTHERS I-.graa-**Ii! Aj•2%7lla T 11 N�1, �I"�` � S\ }./ r, SIDEWALK BY OTHERS 7" OF 2"-0 BASE ROCK 2" OF 3/4"-0 BASE ROCK COMPACTION AS REQUIRED COMPACTION AS REQUIRED 120.00' VC TYPICAL STREET SECTION PVI STA = 6+10 50.00' VC _ PVI STA = 5+00 • SEE TABLE 18.810.1 FOR ADDITIONAL PVI ELEV = 244.00 r CONSTRUCTION INFORMATION. 93RD AVENUE & HOME STREET 4+95.67 - 8+46.02 PVI ELEV = 240.75 -NTS- A.D. = -6.81 . A.D. = -2.05 K = 17.62 m K = 24.44 o rn I- O 1-1- C) M cp. . z 0 0 00 N N �� id _ 50.00' VC PVI STA = 4+50 50.00' VC PVI STA = 8+20 N = 001 �M ° IN it N N m PVI ELEV = 238.25 PVI ELEV = 235.90 y v I-H NNN .14\: 'ANN > U � w 'O.� 1`m ,� A.D. =133.6.666- 3.66 = 2 w + r.... n �+ o � K = 13.66 I......, � A.D. n •M�zzm m� w i.,.ai� ........I 245- M. n �> ^ zrn � k> 1I_....z6 .. N.. - 245 .... N""� fi CD . i N o K 07 z �ro I/X/ 7 U,tU/NO I ... p mm +2 .P N gyro o crci tti 603 WO) M a > N. i, 7 • arr i) r�I!M�1....V cc-H Z � chili V1 � �I/ r \ -l- .... ... $g- r � > .+O; m > IEXISr OROUNO pp � N ...... I ._ -.tiU y .._ ,/',$ % / i■ . ,..-... . ..... . ......_ A'_rn ( w ml- m AT CL. � 240- ,o.. 1 o , r*� - 240 % a �� r �. v i-Ni o .p,. pl 349-" N m �a I ";, � PROFILE SCALE n - M N 1. HORIZ. 1" = 50' ..O) r 1 N O P. T.C, ao�zl' 1 - O R CO NT NS & RT: ipRbp ! VERT. 1" = 5' :::i Bn... . ....c T .LTI 8", WATER'a �, .... G 5�. P PVC � b•I. 1+_-: -- % _ t Peal MAFnr - 235 23'5 r Se 1 ITT III 2RY%� s-o.4o% - 'PVC SAN' Wei r, ////// I ?Al VC 0 ^ 10 G 5 '2 S 1 OP & ON S'l 23 1 89 RVC 2.3 6 9• SAN, ScWeR ® 8 CONST. � 230 230 , I 4,1100111 CONSL. 41' (MP S.D. 019%NTION DETENTION . L. .i z� �_o) I I 1 ' ��N� S 0.109 ,.. ( ._.._ I NNN CONST. S.D M H 1 CON ST. 'IS.D. M.H. 2 1 C NIT. S.D M.H. 3 at--- 225- ' 88+3 ... .. . 6+4 RT. 5+89 21 RTl - 225 RIM 23622 RYM 243:50 RIM 242:9011 �» INV 221,0C IN . l.. INV 22/ OQ OUT 1 ' 1 } I I INV. 227.20 IN . INV. 227.2 . 7.20 OUT ; .4 1 DATUM ELEV I I ?1 v. 2z I i 1 IL DATUM ELEV 220.00 N O M . QI J , N J°0 J 00 220.00 �� ❑� c e) �0 � NF �� d � QN1 NOV 24 2003 b(OZ h°00' d.0m r @r�. cV re hfVct o,N� ry0� hoii Nq� K N Ho4 HNdI N NAI ryN41 HN(`I ryN^ZI ry C4' NNd1 NRIot oi uti� ,d.J ,cif LS Li� Q 0� Q�t �d� d� �� IF THIS STAMP IS NOT R%D w W W = kip:. W Li W� WF W� WH THESE PLANS ARE N'")1" a. 9+00 8+00 7+00 6+00 5+00 4+00 AUTHORIZED BY MULTI/TECH n. ENGINEERING SERVICES < 94TH AVENUE c HOME STREET > 4217p/PLOT:1 P3-IMP %� /MULTI/TECH ENGINEERING EXEMPT FROM �'`�iY%t NRO�f`s�$',fi \' NO CHANGES, MODIFICATIONS OR / 1 �' '`\ ■ MULTI/TECH LIABILITY IF NOT STAMPED APPROVED EN FR , REPRODUCTIONS TO BE MADE TO Design: M.D.G. Drawing Number ® /,4 I\`� AUTHORIZATION WITHOUT DESIGN Drawn: D.G.G. LI �] E S S n (� R PRELIMINARY STREET 0 421W ® % �� G o' , ENGINEER. �L �C Checked: J.C.B. ENGINEERING SERVICES INC. vG Date: JULY 2003 ' D nn pp nn 2M Scale: As SHOWN A u ��'��'� IMPROVEMENTS�l�' IEENIT� Sheet Number 1155 13th ST. S.E. SALEM, OR. 97302 DIMENSIONS & NOTES TAKE u PH, (503) 363 - e227 FAx <so�) 364-,260 qR e/ PRECEDENCE OVER GRAPHICAL �/�p�y) of y www.multitoch.ws office®multitech.ws D' As-Built: / v RENEW DA': NE 30,2005 REPRESENTATION. J �. ..�. ( . , j_III\ r LESLIE CT. — — EtEMEN1ARy I — — — — — \ - JAL/v(5 rEMP�Er°N yap' ARCA I— — N ' & p-A! 8 / �- 1 ARMED -z30. _ t 2 ti p 1— -a— s'c ewsrovcL- S89°42'10 W 235.15' N' o e o o 0 e MOVE PENT I o C 7 j I �� f / I 6•>5 RD - • T 2 & S• ,� M r, REMOVED` I;'` I I i 232 / / ptA J•R• TAX L OT 72900 \ (75) I ,��Ss&$ /•0 _/ I 75"ACCESS�UT/L. EASEMENT � ` ''20 n r__� [ i TRACT A ,/� 7 5 i L5 � I y / �`y� p P`�� 'W s0�lfjy DARNEL CT. °rr cr.) i� I E I .' ' i t J 1 4 H W I_— �r 21 ,--- _ i oA I • P , . W �,F E 000 252 - .. o [ - I I ;1/ �' I LAu t yN cg c W TAX LOT 73 ° _ �n ' ,: rr,, R (n PAT/C 1:::/ :. I _ 5 4 .. .�• $ 7 N89 53 00 W 165.00 d'•2ED I'.66 J . ens7: E . I CURB o, // R=251 --\ �' $ $ f$ � HOW, ` z k' \ - — — I `c 3d L..' N ARK MIN. ' • �9 P �I ,s= - L ' _1—L.-.....l.....:1...." T fq5 t y. .ti ( P CLEAN PIT RUN OR ,. tSp �' 4Q '• , I TO BEI 0 . ..... .... _ _ I� /_. - . D ACMP SD. Per * TEM -''� ' ►CC�r� E� 4B t, /, \ s In SNF y . k 1 I D I . 22 4 �JI� EXrsx cuRe ..' I Au, r 2"-MINUS GRAVEL d " W� 23 e�i, NauSE t ' .Ie��.LII I O— _�— ,—.. , .. / .,6...................... I' \ \ / I \ ) SUBGRADE REINFORCEMENT t4COi1 ❑ r � � I GEOTEXTILEOR REQUIRED j • �--'- I^ /1,-- r GRAVEkCONSTRUCTION p J DEPH ' ' ' DAIyN CT.•r`. If I oc,Q.5-4 co I 701 �� w E� 2 r TRACT B 18 9 —FIGURE 3-1A Q I DARN c L N4 ENCE — 1 I co GRAVEL CONSTRUCTION ENTRANCE SEDIMENT FENCE o d , I W — — —•EROSION CONTROL PLANS — ° 24 I QGQ P I 25 r `�N i —...--- – ' ? ; x ❑ 2 0 (FIG. 3 2) 1 4 ti I 1 I 0 TECHNICAL GUIDANCE HANDBOOK CC CO y p o , °•• o W cn a ,. — — 1 O. S0' 1 4 'Qf d "r 77 , , ■•IIIIIMIElli o- -n a o—mow — — �W` �, 17 o YI as S89°53'00"E 165.00PLACE. 1t I I I I - - - - ' S' I I O SCALE: �� r 2 2 4" a I g S I I , LUCAS 1" = 50' 81 r I I � b 3 I .. K N 2 M 4 .. 14 FIG. 3-2 I - a' o TAX/ZOT LJ500;' I 2 7 TI Is'ACCESS 1 _ _ I SEDIMENT FENCE [ ..236' j¢ 75 ' r, E & S A T >32 EASEMENr– 26 ( ) } N B'UT/L 1 I I I I ��. V . 7 b 1 00 EASEMENT GRAVEL 16, I T 74 AP' 2 T., . TAX LO CONSTRUCTION ENTRANCE [ , 5 ry 51 ) c o 2h p FIG 3-1A) ' W N ry�n Ttih p S Q 10 * /� ........ 3 - EASEMENT •) , e ! 19 r'i CK,N.,18" GRAVEL 12" / �— I Y ,` ., r`i'. �. . ....... ....�. 2 k r7°� . r 1 � 0 � s'wnov I "', � \ RUNOFF WATER MIN. 4 —r Iii®i�� P:,.• r. -r— O .,.,,, `E.YF,'L SJOE{YAL/� MIN. DEPTH) ♦` .fir .YrsrJNM DRAIN-� WITH SEDIMENT i /�.e,_�.//.Lw/ _ _. _ _ _ } _. _ _. _ _ - --' �y J9 p EX/SL 70"CO C. STORM DRAIN __„__ .. \\ "'S' •'. d' - ---7-r iii SJ'�� [i - 'LT3 ..©© �:U7�fi �� .,. n, - •.. L1X I7"STO:L' ""liil XlSL7 !_c__ STORM O W SEDIMENT EX/ST. SO. °j • WIRE MESH WITH — _ , 5'mxn FENCE EXisr. ceare ,'..a wr a•CYCLONE FENCE ,€a%ST S/DEWALK s' PENCE- s arm FE s' FENCE _ FILTER FABRIC "'T I NLE ^ ON TOP. I 1 I I pp I '.: —� e- o •! ( ❑ ^5 ❑ ❑ ® ��`' 4 D �-"- —❑ EX/ST SO FX/5T�'URB ❑— —¢` �C'BR/CK WCCL 5'CYLY'CW6'FENCE Ihfl SATTLER ST. FILTERED WATER I I 645 �I I U I I I I 42 1 644 ,399 400 ( � 477 472 GRAVEL & FIGURE INLET BARRIER I I I SUMMERFiE N°' 8 I I 426' 427 I 428 1 p 1 EROSION CONTROL PLANS I I -- 1 —� — I -F -- -r — — — —I 425 1 1 k TECHNICAL GUIDANCE HANDBOOK 646 l - - - - I I 643 1 5963/1 98 l V 407 I 470 1 1 I 4/5 I 1 t-k I`4 I I— —1 647 1 H I 1 1 1 H - - I— — — i— — J ‘L O I I S//MMERFIELD CT.Qlz 1 � I I I ICI FILTER FABR C MATERIAL 36" W"DE ROLLS O O *OR* I I USE STAPLES IOR WIRE RINGS TV ATTACH I 1 N i 1 N 1 I : TO BE INSTALLED AT ALL CATCH BASINS FABRIC WIRE 2" X2" 14 GA. WIRE \I' 7 • FABRIC OR EQUAL W • lir N ;�� ::: i:i MIMI MN 11444i ME NMI L}}t;tit?' 111 11111 I,Cn„[ �..� �ICiI�uCnn n NM NM��I C� z" MAX. RECOMMENDED STANDARD NOTES FOR EROSION CONTROL PLANS STANDARD NOTES FOR SEDIMENT FENCES: �` � �I�'61I� FLOW �in on Oi- 1I111 1 aei ��..:G; r A. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO [III:::.I OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT 11111[ \ -I , CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE -- POST, OR OVERLAP 2" X 2" POSTS AND ATTACH AS SHOWN ON FIGURE 3-2. '"'t AREA DRAIN ��; B. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, PLAN 000- 2" X 4" WOOD POSTS, STANDARD AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE ,,''''n NTS NOTE: OREBL FENCE EQUAL ALTERNATE; ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A 4 *IIOs BURY BOTTOM OF MINIMUM OF 24 INCHES. 0g6ae' MAY BE USED SHORT TERM FILTER MATERIAL C. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD !'.' W/UTILITY WORK AND W/ 0110 0 PHASING OF DEVELOPMENT IN 8" X 12" TRENCH, - L— PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. ALL EXCAVATED MATERIAL �%tt3 CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED AND COMPACTED, ALONG THE ENTIRE 2" X 2" 14 GA. WIRE - APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. DISTURBED AREA. FABRIC OR EQUAL . . .. ., FLOW e,.. ..I D. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING 4. STANDARD OR HEAVY DUTY FILTER FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2" X 2" POST L1-" IIIII�IIIIII FILTER FABRIC AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE SLOPED AREA. DITCH ecru IIII'IIIII , ■ • ■ MATERIAL WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. [111111[ [111111[ 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT 11111111 IIII:III : 11111111 :E ACC �.111III111 E. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE BEFORE THE UNSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. ,•, [111I11I°C1:1� 9:: 11111 1 CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS 111III:lii:� ae ii;1I::1M1 INIMIIIIIn 2ez Li:I 111111[ NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH 11e:-_:'I,. ��G..r'Ee1e_�I DO NOT LEAVE THE SITE. RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE ID IMMEDIATELY. SECTION A–A --........N N O F. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS - NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. DITCH INLET CATCH BASIN - - G. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A NTS NTS L8::_ MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. NOV �', . 7003 s FIGURE 3-7D H. AT NO TIME SHALL MORE THAT ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE IF T I'' .. 1 7 NOT RED C. BIOFILTER BAGS INLET BARRIER jTEMPORARY) FIGURE 3-2 SEDIIMENT FENCE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM: TI ' I I . \I'r r In i EROSION CONTROL PLANS AUTO ,.a I 0 I. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND _ u TECHNICAL GUIDANCE HANDBOOK - MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE I U THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 0 , 0.,0 PROFFS NO CHANGES, MODIFICATIONS OR 4217p/PLOT:, Pa-EROS E 4 �� MULTI/TECH ENGINEERING EXEMPT FROM / NGINf ` A\ M.D.G. 1 1 �Drawin Number �' �• MULTI/TECH LlnoluTY IF NOT STAMPED APPROVED y r REPRODUCTIONS TO BE MADE TO Design: g j� :: t . . . � � � � � n�2n n �nn n wr ra� n n�rw o 49p, AUTHORIZATION FROM THE DESIGN Checked: J•C•B. w P ELL M (J A �f GI AD N l�® o, , ENGINEER. Date: JULY 2003 r ENGINEERING SERVICES, INC. 1 `0 ,� „ 33 , 3tF, ST. S.E. SALEM. OR. 9 302 4r. ti DIMENSIONS & NOTES TAKE Scale: AS SHOWN I� � � A � I� ICJ Mo EROSION �0��'�O� PLAN Sheet Number 'Y PH. (503) 363 - 9227 FAX (503) 364-1260 9R D. GRE- PRECEDENCE OVER GRAPHICAL As—Built: L� CC// IIJJ LLII L51 L!– U U / 4 of go www.rrultltoch,.ws o.rlcm®m,ultiteci.we REPRESENTATION. \ J \ J ` I - RENEW DATE JUNE 3G,2D05 II ELE IENTA R Y . TON D AREA EE rE tE P AIGR0U F JAM MP '•711:i1ie; •'li, i,` t N xI I �� Q \ Ng N} 1kti"; SG��° " 20 RMEI 2Sd. - DA r rr r —s— s CYO OW FeNCe S89°42 10.W `235.15 ° o- 0 0 0,' o o c cL tie - 75 I I ORD • r 2 & S• Ir M I' 20. REMOVED L-1 j `, I I , /' PLA R. TAX LOT 12900 bR00E DARN I `75J • 'I 20 s: Tf'ACT <I ' I 7 I 6 I_ 25'ACCESS&•UM. EASEMENT \# •` . L 1�j fhb J 5 , / I IDTr1bk SED1 QC) tip Cf\I I -` N89 53 00"W 165.00 I r p?rra TAX L OT 13000 j52 f o ' n . ..,,R31,,, — OPR19 NOUSEREMOVE®I//�1�f n . ZTfl _. �. i .- r, cuB[r \\- h 4 . ISHE41. O• . ' r E• „ , N Exi5 _z `.\ \ all °' PIRG O° �, ER jB, , ' - " ' TO BE ,C 05Q I .... tiT _ ♦ ♦ �''"/ J PP h I •:0 0 P 2..,,,. G.PIR.. NE0E0 --'�'r 'ousel _ °SE�N . / �: �'� -CA: 4D"ACMP SO. OFT S TEM ♦ { \'', 0 00 E r + EX/ST i y 6 ‘d earsd CL/58 . \ \ — — — — o° °IP 2B 23 L_ ,, _ _ — _ w. ■ /yam/. _ _ ••11 \yam / 'at 0 E0 IP , _ 5 E ° • i ,'' Ipl; 1�i� E / 240 'j� .vAipxo I I .\,\ ' ,. °526 °?' �. r N i2 �'e °' 10 \ W ' OSE'0 3� R4` OR pF tt E 2 ° Eu wo 1$ARM TRfCT B lxi 5 g I D In PROP. E O rzFq;Rit, ' 40 I F- - 0 50 N �0,x..,. ' ! .{I P op/0R 7B " I I I I:1: : i I 24 + � /� 25 ,- �1N I w Lr- = 50' h 1 IR Ifr EI e , ii ,, b!' 4s 6, ,v21589°53'00" 16 Q '� � — — — — 11 R 2 , 165.00' •r( 'IA r ' %et rn 0 ,,,, 1 P0pORn{ORNE ,.244 ;/REPLACE.. 1/' � ' xa •PEOM I . I , W ! IE041 2°° , , -.11� , r xlxo ° r EXI ING CONDITIONS ARTIN 1 II- - , '3 w Rryk h-- PE 1 M r I 13` .1i EASEMENT 1 26 � pl ". vannwa ti 0 I I D'um. ` o I' rE OT,132OD EASEMENT—" . ; ! I SJ 12" WHITE 16 12 I W ENrA Y F9MIxa '. 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I a EX/ST SD 5 c�m v' _ o.+.�+�w— o--�,.--ffio—. — 41S __� 1S I — /-- _ � ° S. 1 I Ar 2 & -u BIKE LANE LINE BATTLER ST P �' r:; i 1 ;' ky;' T('ACT l� 6 • 6.45 25'ACCESS&WIZ EASEMENT f, I "'' I ', 7 6'44 399 400 411 _ 1 (10' PAINT,30'KSPACE) — I I SUMMERFIEND I I r LIOrT .__ II M e rte_—I hT � cJ 646 I - - - --L - - - � - - I— —r L.P. k' �' TAX LOT 13000 ......,2e2.,, o tib — — — — 645 I 398 V I 401 I 470 hl oEl ° 13"W 2° 165.00' I EXIST ri I— 647 I s I 7 R 4 N89L I °�EOEP 1 HOUSE Q I I I I I i °i: k.•....,05 SNEO j0a_ _ I L _— - - -I I- - - - —I— - - -1 - - - - —I— - - - - 1 C 24„ McE7°„ ; 3T I ° 0p024 , _ • - - -1 ' T - 1 t 5'! 01 e0 I I I I I 1 Q I I 1 Q I °RE6� �� o E6 I_ MPPLai1 oREE�° PE P `Z DARME� 2 vi s ° ...., . 62/____''' 9 raaEFEN PROPOSED TREE REMOVAL & MITIGATION 10 3 ! R�d I 1 = 5' SIDEWALK LOCATION TO BE ° �' RE to `r INSTALLED AT TIME OF HOME it OR• I 0 CONSTRUCTION. e II �P °R 8 11 ad _ N 24" *30' o �,.ao6 °16"E 12589°53'13 165.00' , / -ri N � 1°„ :11 _111,— SIGN. ARROWS AS SHOWN. LANDSCAPE E VEGETATION WITHIN THE ALL 1'4 I s°� ° °EDe pryo E LACe 1" t I cAa ED o EEAi INSTALL 18 X 24 NO PARKING NO STRUO URESAOR NCE 3 ' p ° RR ' ti K- ° o TO BE RE i VED U P RTIN rs'AccESS : _: , - , ?Js...,, �4 111 1 13 ° P 6' — —stop = 30° X 30 STOP' SIGN ON 2' /� S�• MA EASEMENr� � _1i I pPPEE F NAL GROUND ELEVATIONROM A L PIPE TO BE INSTALLED. I I + • 12 THE RANGE OF H: = PROPOSED LUMINARE ' & LOT,•13200 EASEMENT° k = EXISTING LUMINARE. I I EO E QpPPEE j6 2k° Id ,- ' 0 = EXISTING TREE TO REMAIN. '--- Ii _ x = EXISTING TREE TO BE REMOVED. ) r _ — tr » Qa EXJSL 70"COyC STOR,14 ORA/N X ' PuCSD 1 •° •N G = PROPOSED 2" (20' SPACING): 1. SUNSET RED MAPLE — rxisz,,so , 2. EQUIVALENT RED MAPLE CULTIVAR 3. LITTLE LEAF LINDEN 4. OTHER — APPROVED BY CITY OF TIGARD °' ° ° 14 o 0 0 - - o— 5'INJOD FEND' I I I'CYCLONE"FFNCF s'lire. SAT/EN Sr. e = PROPOSED 2" (40' SPACING): I 645 644 399 400 1 . ENGLISH OAK (FASTIGATA OR SKY MASTER) 2. OTHER — APPROVED BY CITY OF TIGARD I MERFIE-° FINAL TREE .g3I FINAL HOUSE LOCATION LAY,�T (IVFLAVAILABSE) UPON I 646 I — — — — — — —� I SU _ H — — , — — — — I 643 398 I V D -�-' ,:... 41L 647 ° Q - - - - - - IoI I NOV 242003 I eL — — — — Ti HIS STAMP ARE NOT 0 I I W DO IF T U Io 'AUT1 n , ' I1. ' iH I H I I I I I I Q � I � ,„ 4217p/PLOT:1 P5-TREE �� MULTI/TECH ENGINEERING EXEMPT FROM1 Gj�c��G NfOFFSSf,r/ NO CHANGES, MODIFICATIONS OR ( \ r , 4 LIABILITY IF NOT STAMPED APPROVED �N 4 REPRODUCTIONS TO BE MADE TO Design: M.D.G. Drawing Number MULTI /TECH ye 4 THESE DRAWINGS WITHOUT WRITTEN Drawn: D.G.G. �// y� 6217 �® �i TECH o• /AV ENGINEER DON FROM THE DESIGN Checked: J•C•a ��O��AR U u IREE, ENGINEERING SERVICES• INC. G(Y Date: JULY 2003 II�� II�� M l^J Cc I�� IU11� 55 13th ST. S.E. SALEM, OR. 97302 *lip DIMENSIONS & NOTES TAKE Scale: AS SHOWN L� 3 A IT I� 3 � IJ Uo 2 OcUVHUVG $TI�OPOb' PLAN Sheet Number PH. (503) 363 - 9227 FAX (503) 364-1260 l\ J R p PRECEDENCE OVER GRAPHICAL As—Built: ` of ig www.multhech.ws office®multitech.ws ` „J REPRESENTATION. RENEW DATE: JUNE 30,2005