Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
SDR2012-00002
SDR2O12 - 00002 Rogers Non-Accessory Parking Lot NOTICE OF TYPE II DECISION IQ SITE DEVELOPMENT REVIEW (SDR) 2012-00002 s_ ROGERS NON-ACCESSORY PARKING LOT T I G A R D 120 DAYS = 10/23/2012 SECTION I. APPLICATION SUMMARY FILE NAME: ROGERS NON-ACCESSORY PARKING LOT CASE NO.: Site Development Review(SDR) SDR2012-00002 PROPOSAL: The applicant is requesting Site Development Review approval for a non-accessory parking lot of approximately 4,800 square feet for fifteen parking spaces. The proposal includes street and frontage improvements. Landscaping is proposed for the perimeter of the parking area.A water quality facility is included in the plan. APPLICANT: Centrex Construction, Inc. OWNER: Roy R. Rogers 8250 SW Hunziker Rd. 12700 SW 72nd Ave. Tigard, OR 97223 Tigard, OR 97223 LOCATION: 7148 SW Gonzaga St.;Washington County Tax Map 2S101AC,Tax Lot 00800. ZONE: MUE: Mixed-Use Employment. The MUE zoning district is designed to apply to a majority of the land within the Tigard Triangle, a regional mixed-use employment district bounded by Pacific Highway (Hwy. 99), Highway 217 and I-5. This zoning district permits a wide range of uses including major retail goods and services, business/professional offices, civic uses and housing; the latter includes multi-family housing at a maximum density of 25 units per acre, equivalent to the R-25 zoning district. A wide range of uses, including but not limited to community recreation facilities, medical centers, schools, utilities and transit-related park-and-ride lots, are permitted conditionally. APPLICABLE REVIEW Community Development Code Chapter 18.360.090. CRITERIA: 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. SDR2012-00002 Rogers Non-Accessory Parking Lot Decision Page 1 of 13 CONDITIONS OF APPROVAL THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO THE ISSUANCE OF A SITE PERMIT: 1. Prior to issuance of a site permit, a Public Facility Improvement (PFI) permit is required for this project to cover street improvements, storm drain connection,rain garden and any other work in the public right-of-way. Six (6) sets of detailed public improvement plans shall be submitted for review to the Engineering Division. NO 1h: 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.tigard-or.gov). 2. 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. 3. Additional right-of-way shall be dedicated to the Public along the frontage of SW Gonzaga Street to increase the right-of-way to 30 feet from centerline. The description shall be tied to the existing right-of-way centerline. The dedication document shall be on City forms. Instructions are available from the Engineering Division. 4. The applicant shall submit construction plans to the Engineering Division as a part of the Public Facility Improvement permit, which indicate that they will construct street improvement along the frontage of SW Gonzaga Street aligning with adjacent improvements. The improvements adjacent to this site shall include: A. Tigard Triangle standard pavement section for a local service street from curb to centerline equal to 17 feet as proposed on the application; B. Concrete curb; C. Storm drainage,including any off-site storm drainage necessary to convey surface and/or subsurface runoff; D. Concrete sidewalk with planter strip as proposed on the plans; E. Street trees spaced per"1'DC requirements;and F. Commercial driveway apron. 5. Provide an on-site water quality facility as required by Clean Water Services Design and Construction Standards (Resolution and Order No. 07-20). Final plans and calculations shall bb e submitted to the Engineering Division for review and approval prior to issuance of the site permit. In addition, a proposed maintenance agreement shall be submitted along with the plans and calculations for review and-approval. 6. Providan erosion control plan. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO FINAL INSPECTION AND OCCUPANCY: 7. The applicant shall employ the design engineer responsible for the design and specifications of the frivate water quality facility to perform construction and visual observation of the water quality acility for compliance with the design and specifications. 8. Prior to a final mspection or use of the parking lot, the applicant shall complete the required public improvements, obtain conditional acceptance from the City, and provide a one-year maintenance assurance for the improvements. 9. Prior to a final inspection or use of the parking lot, 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). 10. The applicant shall call the Planning Division for final inspection prior to the use of the parking lot. SDR2012-00002 Rogers Non-Accessory Parking Lot Decision Page 2 of 13 THIS APPROVAL SHALL BE VALID FOR EIGHTEEN (18) MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. SECTION III. BACKGROUND INFORMATION Site History: The site is an undeveloped parcel of approximately .45 acre. Vicinity Information: The subject site is located at 7148 SW Gonzaga St.; WMTM 2S101AC, Tax Lot 00800. The property is zoned MUE as are all the abutting properties. The site fronts on Gonzaga Street. Site Information and Proposal Description: The applicant is requesting Site Development Review approval for a non-accessory parking lot of approximately 4,800 square feet for fifteen parking spaces. The proposal includes street and frontage improvements. Landscaping is proposed for the perimeter of the parking area. A water quality facility is included in the plan. SECTION IV. NEIGHBORHOOD COMMENTS The Tigard Community Development Code requires that property owners within 500 feet of the subject site be notified of the proposal, and be given an opportunity for written comments and/or oral testimony prior to a decision being made. The notices were mailed June 27, 2012. No comments were received dunng the comment period from neighboring landowners or interested parties. SECTION V. SUMMARY OF REVIEW CRITERIA AND STANDARDS A. Zoning Districts T18.520 Commercial Zoning Districts B. Applicable Development Code Standards TDC18.705 Access Egress and Circulation TDC18.745 Landscaping and Screening TDC18.765 Off-Street parking and loading requirements TDC18.795 Visual Clearance C. Specific Site Development Review Approval Criteria TDC18.360 Site Development Review D. Street and Utility Improvement Standards TDC18.810 Street and Utility Improvement Standards E. Impact Study TDC18.390 Impact Study SECTION VI. REVIEW CRITERIA AND STANDARDS A. ZONING DISTRICTS Commercial Zoning District: Section 18.520.020 The site is located in the MUE: Multi-use Employment zoning district. The site is currently undeveloped. The proposed use,parking lot,is listed in the use classifications under"Non-Accessory Parking" and is a use permitted outright in the zone per Table 18.520.1.. Development Standards: Section 18.520.040.B states that development standards in commercial zoning districts are contained in Table 18.520.2: SDR2012-00002 Rogers Non-Accessory Parking Lot Decision Page 3 of 13 TABLE 18.520.2 DEVELOPMENT STANDARDS IN COMMERCIAL ZONES STANDARD MUE Proposed Minimum Lot Size None App 19,500 sq ft -Detached unit - -Boarding,lodging,rooming house Minimum Lot Width 50' App 113 ft Minimum Setbacks -Front yard 0' 0 ft -Side facing street on corner&through lots 0' - -Side yard 0' Oft and 38 ft -Side or rear yard abutting more restrictive zoning district 0' - -Rear yard 0' 71 ft -Distance between front of garage&property line abutting a public or private - - street. Maximum Height 45 ft 0 ft Maximum Site Coverage 85% 25% Minimum Landscape Requirement 15% 75% FINDING: As demonstrated in the table above, the proposed development complies with the underlying zone development standards. CONCLUSION: The proposal is in compliance with Part A,Zoning Districts, of this section. B. APPLICABLE DEVELOPMENT CODE STANDARDS Access,Egress and Circulation(18.705): Walkways: 18.705.030(F) requires that on-site pedestrian walkways comply with the following standards: Unless impractical, walkways shall be constructed between new and existing developments and neighboring developments; As described in the applicant's plans and narrative, on-site pedestrian walkways consistent with this standard are proposed between the parking area and the right-of-way and between the two adjacent parcels. This standard is met. Wherever required walkways cross vehicle access driveways or parking lots, such crossings shall be designed and located for pedestrian safety and shall be in compliance with ADA standards; As described in the applicant's plans and narrative, on-site pedestrian walkways are proposed across the access to the parking lot from the right-of-way consistent with this standard. The commercial driveway apron is shown to be ADA compliant. This standard is met. 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. The plan depicts a concrete sidewalk and curb along the right-of-way. This standard is met. Access Management: 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. Site distance at the proposed access to SW Gonzaga Street is unrestricted. This standard is met. 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 be 150 feet. The proposed driveway is 167 feet from the intersection of SW 72nd Ave.. This standard is met. SDR2012-00002 Rogers Non-Accessory Parking Lot Decision Page 4 of 13 Minimum Access Requirements for Commercial and Industrial Use: Section 18.705.030 provides the minimum access requirements for commercial and industrial uses: Table 18.70 .3 indicates that the required access width for developments with fewer than 100 parking spaces is one 30-foot accesses with 24 feet of pavement. The applicant's site plan shows a 28 foot wide paved access and commercial driveway apron off Gonzaga Street. This standard is met. Landscaping and Screening (18.745): Street Trees: Section 18.745.040 states that all development projects fronting on a public street or a private drive more than 100 feet in length shall be required to plant street trees in accordance with Section 18.745.040.C. The applicant has provided a landscape plan (Sheet L 100) that shows three acceptable street trees along the frontage in the planter strip.This standard is met. Buffering and Screening: Section 18.745.050 states that buffering and screening is required to reduce the impacts on adjacent uses which are of a different type. Buffering and/or screening are required for dissimilar uses. The subject site is zoned MUE and is surrounded by abutting property zoned MUE and a public right-of-way. As this parcel is in the MUE zone, the buffering and screening standards of TDC18.620.070 shall apply as the more restrictive standards. The landscape plan (Sheet L 100) reflects a design for tree and shrub planting that is consistent with the L-2 General Landscape Design required in the Tigard Triangle. This standard is met. Screening: Special Provisions: Section 18.745.050.E requires the screening of parking and loading areas. Landscaped parking areas shall include special design features which effectively screen the parking lot areas from view. Trees shall be planted in landscaped islands in all parking areas, and shall be equally distributed on the basis of one (1) tree for each seven (7)parking spaces in order to provide a canopy effect. The landscape plan shows shrub plantings that comply with the standard forarking lot screening. Tree placement complies with the requirement for parking lot trees to provide canopy effect.This standard is met. Off-Street Parking and Loading(18.765): Location of vehicle parking: Off-street parking spaces for single-family and duplex dwellings and single-family attached dwellings shall be located on the same lot with the dwellings. Off-street parking lots for uses not listed above shall be located not further than 200 feet from the building or use that they are required to serve. The proposal is for a non-accessory parking lot, which has no minimum or maximum parking requirement. There is no further development. This standard does not apply. Disabled-Accessible Parking: All parking areas shall be provided with the required number of parking spaces for disabled persons as specified by the State of Oregon Uniform Building Code and federal standards. Such parking spaces shall be sized,signed and marked as required by these regulations. The applicant has indicated that there will be one disabled-accessible parking space provided. According to ORS 447.233, incorporated through reference to the State Building Code, one such space is required. As shown,the site plan is in compliance with State and Federal requirements. This standard is met. Access Drives: With regard to access to public streets from off-street parking: access drives from the street to off-street parking or loading areas shall be designed and constructed to facilitate the flow of traffic and provide maximum safety for pedestrian and vehicular traffic on the site; the number and size of access drives shall be in accordance with the requirements of Chapter, 18.705, Access, Egress and SDR2012-00002 Rogers Non-Accessory Parking Lot Decision Page 5 of 13 Circulation: Access drives shall be clearly and permanently marked and defined through use of rails, fences,walls or other barriers or markers on frontage not occupied by service drives; access drives shall have a minimum vision clearance in accordance with Chapter 18.795, Visual Clearance; access drives shall be improved with an asphalt or concrete surface; and excluding single-family and duplex residences, except as provided by Subsection 18.810.030.P, groups of two or more parking spaces shall be served by a service drive so that no backing movements or other maneuvering within a street or other public right-of-way will be required. The applicant proposes one 28 foot wide access drive with commercial apron at Gonzaga Street that is in compliance with Chapter 18.705, Access, Egress and Circulation. The site plan reflects a clear vision area in conformance with the standard in Chapter 18.795, Visual Clearance. The drive and aisle in the parking area will not require backing movements or other maneuvering within a public right-of-way as stipulated in Chapter 18.810, . These standards are met. Pedestrian Access: Pedestrian access through parking lots shall be provided in accordance with Section 18.705.030.F. Where a parking area or other vehicle area has a drop-off grade separation, the property owner shall install a wall, railing, or other barrier which will prevent a slow-moving vehicle or driverless vehicle from escaping such area and which will prevent pedestrians from walking over drop-off edges. There are no drop-off grade separated areas within the parking area. Therefore, this standard does not apply. Parking Lot Striping: Except for single-family and duplex residences, any area intended to be used to meet the off-street parking requirements as contained in this Chapter shall have all parking spaces clearly marked; and all interior drives and access aisles shall be clearly marked and signed to show direction of flow and maintain vehicular and pedestrian safety. The plans submitted show the parking spaces will be clearly marked with striping consistent with this standard. This standard is met. Wheel Stops: Parking spaces along the boundaries of a parking lot or adjacent to interior landscaped areas or sidewalks shall be provided with a wheel stop at least four inches high located three feet back from the front of the parking stall. The front three feet of the parking stall may be concrete, asphalt or low lying landscape material that does not exceed the height of the wheel stop. This area cannot be calculated to meet landscaping or sidewalk requirements. The applicant's site plan and landscape plan show complying protective curbs. The plans reflect that there will be 2-2.5 feet of vehicle overhang over low lying landscaping. This standard is met. Space and Aisle Dimensions: Section 18.765.040.N states that: "except as modified for angled parking in Figures 18.765.1 and 18.765.2 the minimum dimensions for parking spaces are: 8.5 feet x 18.5 feet for a standard space and 7.5 feet x 16.5 feet for a compact space"; aisles accommodating two direction traffic, or allowing access from both ends, shall be 24 feet in width. No more than 50% of the required spaces may be compact spaces. The applicant's plans show 8.5 feet width and 16 feet depth for parking spaces (plus the 2.5 foot overhang) in all locations, and are adequate for ADA parking. Aisle width is 28 feet wide for two way traffic. Therefore, this standard is met. Bicycle Parking Location and Access: Section 18.765.050 states bicycle parking areas shall be provided at locations within 50 feet of primary entrances to structures. SDR2012-00002 Rogers Non-Accessory Parking Lot Decision Page 6 of 13 The applicant's site plan proposes no bicycle parking spaces, complying with Table 18.765.2 which states no bicycle parking is required for non-accessory parking lots.This standard does not apply. Minimum Bicycle Parking Requirements: The total number of required bicycle parking spaces for each use is specified in Table 18.765.2 in Section 18.765.070.H. According to Table 18.765.2 of the Tigard Development Code, the minimum bicycle-parking requirement for a non-accessory parking lot is"none'.This standard does not apply. Minimum Off-Street Parking: Section 18.765.070.H states the minimum and maximum parking shall be as required in Table 18.765.2. Table 18.765.2 states the minimum parking for a non-accessory parking lot is "none". This standard does not apply. Signs (18.780). Chapter 18.780.130.0 lists the type of allowable signs and sign area permitted in the MUE Zoning District. The applicant has not proposed signage for this application.This standard does not apply. Visual Clearance Areas (18.795): Chapter 18.795 requires that a clear vision area shall be maintained on the corners of all property adjacent to intersecting right-of-ways or the intersection of a public street and a private driveway The applicant has indicated a clear vision area on the landscape plan that complies with this standard. This standard is met. FINDINGS: Based on the analysis above, the applicable development code standards have been met. CONCLUSION: The application is in compliance with Part B, Applicable Development Code Standards,of this section. C. SPECIFIC SITE DEVELOPMENT REVIEW APPROVAL CRITERIA Section 18.360.090(A)(2) through 18.360.090(A)(15) provides additional Site Development Review approval criteria not necessarily covered by the provisions of the previously listed sections. These additional standards are addressed immediately below with the following exceptions: The proposal contains no elements related to the provisions of the following and they are, therefore, found to be not applicable as approval criteria: 18.360.090.A.2 (Relationship to the Natural and Physical Environment); 18.360.090. A.3 (Multi Family Exterior Elevations); 18.360.090.A.5 (Privacy and Noise: Multi-family or Group Living Uses); 18.360.090.A.6 (Private Outdoor Areas: Multi-family Use); 18.360.090.A.7 (Shared Outdoor Recreation Areas: Multi-family Use); 18.360.090.A.8 (100-year floodplain); 18.360.090.A.9 (Demarcation of Spaces); and 18.360.090.A.11 (Public Transit). 18.360.090.A.4. Buffering,screening and compatibility between adjoining uses: a. Buffering shall be provided between different types of land uses, for example,between single-family and multiple-family residential,and residential and.-commercial uses. The subject site is zoned MUE and is surrounded by abutting property zoned MUE and a public right-of-way. As this parcel is in the MUE zone, the buffering and screening standards of 1'DC18.620.070 shall apply as the more restrictive standards. The landscape plan (Sheet L 100) reflects a design for tree and shrub planting that is consistent with the L-1 and L-2 standards for buffering and screening listed in TDC 18.620.070.A.l and 2. This criterion is met. SDR2012-00002 Rogers Non-Accessory Parking Lot Decision Page 7 of 13 18.360.090.A10. Crime prevention and safety: d. The exterior lighting levels shall be selected and the angles shall be oriented towards areas vulnerable to crime;and e. Light fixtures shall be provided in areas having heavy pedestrian or vehicular traffic and in potentially dangerous areas such as parking lots, stairs,ramps and abrupt grade changes. Fixtures shall be placed at a height so that light patterns overlap at a height of seven feet which is sufficient to illuminate a person. Two pole mounted lights will be placed at the center edges of the east and west parking areas that will satisfactorily illuminate the lot.This criterion is met. 18.360.090.A.12.Landscaping: a.All landscaping shall be designed in accordance with the requirements set forth in Chapter 18.745; b. In addition to the open space and recreation area requirements of Subsections A.5 and 6 above, a minimum of 20% of the gross area including parking, loading and service areas shall be landscaped; and c.A minimum of 15%of the gross site area shall be landscaped. The site plan shows that only a portion of the parcel is to be developed for parking. The net area of landscaping will be approximately 75%of the parcel consistent with the underlying zone standard. The landscaping requirement for the MUE zone is more specific than the standards of Chapter 745 and the requirements of Chapter 18.620 will govern.The plans reflect L-1 and L-2 landscape standards consistent with this chapter.This criterion is met. 18.360.090.A.13. Drainage: All drainage plans shall be designed in accordance with the criteria in the adopted 1981 master drainage plan. The applicant has submitted a water quality facility design that is consistent with the master drainage plan. This criterion is met. 18.360.090.A.14. Provision for the disabled: All facilities for the disabled shall be designed in accordance with the requirements set forth in ORS Chapter 447; The site plan shows a parking space consistent with ORS447.This criterion is met. 18.360.090.A.15. Compliance with the underlying zone: All of the provisions and regulations of the underlying zone shall apply unless modified by other sections or this title,e.g.,Planned Developments, Chapter 18.350;or a variance or adjustment granted under Chapter 18.370. As shown in Section VI, the proposal complies with the regulations of the underlying zone. There are no proposals for Planned Development, variances or adjustments. Chapter 18.620.070 applies to buffering, screeningand landscaping, as it is more restrictive than Chapter 18.745, and the plans are consistent with the standaof the more restrictive regulations.This criterion is met. FINDING: Based on the analysis above, the specific applicable development review criteria have been met. CONCLUSION: The application is in compliance with Part C, Specific Site Development Review Approval Criteria,of this section. D. STREET AND UTILITY IMPROVEMENTS STANDARDS 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: SDR2012-00002 Rogers Non-Accessory Parking Lot Decision Page 8 of 13 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. No internal streets are proposed. This standard does not apply. 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 18.620.080.A, Tigard Triangle Street and Accessway Standards, requires a local service street to have a 60 foot right-of-way width and 35 foot paved section. Other improvements required may include on-street parking, sidewalks and bikeways, underground utilities,street lighting,storm drainage, and street trees. The applicant proposes to dedicate 5 feet of right-of-way to provide the full 30 feet of right-of-way from the centerline of Gonzaga Street. This standard can be met conditionally with the completion of the documentation of the dedication of the land. 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 boundanes of the proposed land division. There are no future streets or extensions of streets through this development. This standard does not apply. 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. This is a mid-block development without opportunity for future street connection. This standard does not apply. 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. There are no streets that could be extended to provide through circulation.This standard does not apply. 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. There is no minimum lot size in the MUE zoning district. The lot is rectangular in shape approximately 112 feet wide and approximately 144 feet deep. This standard is met. 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. The subject property has approximately 112 feet of frontage on Gonzaga Street. This standard is met. 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. This project proposes to construct a sidewalk consistent with this standard that will connect the two adjoining parcels.This standard is met. SDR2012-00002 Rogers Non-Accessory Parking Lot Decision Page 9 of 13 Sanitary Sewers: Sewers Required: Section 18.810.090.A requires that sanitary sewer be installed to serve each new development. The proposed development does not require a sewer service. This standard does not apply. 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 Clean Water Services in 2000 and including any future revisions or amendments). There is no significant upstream drainage to the site. This standard does not apply. 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). The development is less than 5,000 square feet of new impervious surface and does not require detention per Clean Water Services Resolution and Order 07-20. This standard does not apply. Bikeways and Pedestrian Pathways: Bikeway Extension: Section 18.810.110.A states that developments adjoining proposed bikeways identified on the City's adopted pedestrian/bikewayplan shall include provisions for the future extension of such bikeways througthe dedication of esements or right-oway. Gonzaga Street is not a bicycle facility.This standard does not apply. ADDITIONAL CITY AND/OR AGENCY CONCERNS WITH STREET AND UTILITY IMPROVEMENT STANDARDS: Traffic Study: As stated in the applicant's impact study, there is no listing of trip rates in the I IL Trip Generation Manual for parking lot facilities and no additional trips are projected to pass through the area intersections. Fire and Life Safety: Tualatin Valley Fire and Rescue reviewed the application and concurred with the plans. Public Water System: The development will not utilire public water. Storm Water Quality: 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. SDR2012-00002 Rogers Non-Accessory Parking Lot Decision Page 10 of 13 Prior to issuance of permits, the applicant shall submit final plans and calculations for the proposed water quality rain garden 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. To ensure compliance with Clean Water Services design and construction standards, the applicant shall employ the design engineer responsible for the design and specifications of the private water quality facility to perform construction and visual observation of the water quality facility for compliance with the design and specifications. These inspections shall be made at significant stages throughout the project and at completion of the construction. Prior to final building inspection, the design eer shall provide the City of Tigard (Inspection Supervisor) with written confirmation that the water giudity facility is in compliance with die design and specifications. 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. An erosion control plan is required as part of the project submittals prior to issuance of any City permits on the project. This includes submittal of an erosion control plan for demolition of the existing building,unless it is incorporated as part of an erosion control plan for the entire project. This standard can be met conditionally. Address Assignments: The site has an existing address,7148 SW Gonzaga Street,and no changes are proposed. FINDING: A storm water quality maintenance plan, an erosion control plan and final plans and calculations for the water quality rain garden were not included in the proposal. The five foot land dedication to the right-of-way was not completed for the application. These requirements can be met conditionally. CONDITIONS: The applicant shall submit final plans and calculations for the proposed water quality rain garden that will meet the intent of the CWS Design Standards. A water quality facility maintenance plan shall be submitted to the City as part the required Public Facility Improvement permit application. The applicant shall provide documentation of the proposed dedication of 5 feet of right-of-way to provide development of the full 30 feet of right-of-way from the centerline of Gonzaga Street and which meets the City of Tigard standards for street improvements. An erosion control plan must be provided prior to any site work. CONCLUSION: Upon completion of the four conditions mentioned above and listed as items number 1, 3, 5 and 6 in Section II, the application will be in substantial compliance with Part D, Street and Utility Standards,of this section. E. IMPACT STUDY Section 18.360.090 states, "The Director shall make a finding with respect to each of the following criteria when approving,approving with conditions or denying an application:" Section 18.390.040 states that the applicant shall provide an impact study to quantify the effect of development on public facilities and services. 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. SDR2012-00002 Rogers Non-Accessory Parking Lot Decision Page 11 of 13 In situations where the Community Development Code requires the dedication of real property interests, the applicant shall either specifically concur with a requirement for public right-of-way dedication, or provide evidence that supports that the real property dedication is not roughly proportional to the projected impacts of the development. Section 18.390.040 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. Impacts to the City's transportation system will be minimal as the proposed use will not result in additional trips through the local intersections. There is no existing bikeway system on Gonzaga Street. This application has provided updated plans for storm water collection, conveyance and treatment. An on- site water quality facility (rain garden) is proposed. Clean Water Services has approved the plan. There are no impacts to the city's parks facilities anticipated with this application. This development will not utilire public water. The development will not utilire public sewer. The proposal is for a non-accessory parking lot and projects only normal traffic noise. Construction noise will be limited to the City of Tigard guidelines for construction hours. The applicant concurs with and proposes the dedication of 5 feet of property to the right-of-way along the frontage of Gonzaga Street, the documentation for which has been conditioned in Section VI, Part D and listed in Section II. FINDING: The project proposal adequately addresses the impact study standards. CONCLUSION: The application is in compliance with Part E, Impact Study, of this section. SECTION VII. OTHER STAFF COMMENTS City of Tigard Arborist: The City Arborist has reviewed the proposal and had no comments in addition to the information on the landscaping planting plan. City of Tigard Building Division. Police Department, and Public Works: These City Offices were provided the proposal documents and had no comments or conditions regarding this land use decision. City of Tigard Development Engineer: The Development Engineer reviewed the proposal and his conditions and comments are incorporated into this decision in SECTION II and SECTION VI. SECTION VIII. AGENCY COMMENTS Clean Water Services: Clean Water Services was provided a copy of the application documents and plans and has issued the applicant a Service Provider Letter indicating approval of the proposal. Tualatin Valley Fire and Rescue:TVF&R has reviewed the proposal and concurred with the plans. Oregon Department of Transportation: ODOT has reviewed the proposal and had no comment. 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 SDR2012-00002 Rogers Non-Accessory Parking Lot Decision Page 12 of 13 Final Decision: THIS DECISION IS FINAL ON AUGUST 30, 2012 AND BECOMES EFFECTIVE ON SEPTEMBER 14, 2012 UNLESS AN APPEAL IS FILED. Areal: The decision of the Director (Type II Procedure) or Review Authority (Ty.pe II Administrative Appeal or Type III Procedure) is final for purposes of appeal 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 the 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 spe ' c 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 parry 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 AT 5:00 PM ON SEPTEMBER 14, 2012. �uestions: II you have any questions, please contact the City of Tigard Planning Division, Tigard City Hall, 13125 SW Hall Boulevard,Tigard,Oregon,97223. ,4 III /I/ -"30—/2— PREPARED BY: Darrel"H. Watkins DATE Livability ompliance Specialist 503-718-2440 hap@u,tigard-or.gov F/36/1Z__ APPROVED BY: _ Tom McGuire DATE Principal Planner SDR2012-00002 Rogers Non-Accessory Parking Lot Decision Page 13 of 13 REQUEST FOR COMMENTS CITY OF TIGARD REQUEST FOR r" I1ENTS .NOTIFICATION LIST FOR LAND USE & COMMUNITY DEV. ,ENT APPLICATION L 44----FILE NOS.: �rP,2f)/L-,9�O�Z FILE NAME: Ay S 11' iii CITY OFFICES _C.D.ADMINISTRATION/Ron Bunch,CD Director X DEVELOPMENT SERVICES/Todd Prager,Assoc.Planner/Arborist _PUBLIC WORKS/Ted Kyle,City Engineer _C.D.ADMINISTRATION/Susan Hartnett,Asst.CD Director _BUILDING DIVISION/Mark VanDomelen,Building Official _HEARINGS OFFICER(+2 sets) _CITY ADMINISTRATION'Cathy Wheatley,City Recorder _POLICE DEPARTMENT/Jim Wolf,Crime Prevention Officer PLANNING COMMISSION(+12 sets) i J _DEVELOPMENT SERVICES/Planning-Engineering Techs. _PUBLIC WORKS/Brian Rager,Assistant PW Director X FILE/REFERENCE(+2 sets) L� X DEVELOPMENT SERVICES/Gus Duenas,Development Eng._PUBLIC WORKS/Steve Martin,Parks Manager rfyye� SPECIAL DISTRICTS _ TUAL.HILLS PARK&REC.DIST.*i1TUALATIN VALLEY FIRE&RESCUE* _ TUALATIN VALLEY WATER DISTRICT* _ CLEAN WATER SERVICES* Planning Manager North Division Administrative Office Development Services Department 15707 SW Walker Road John Wolff,Deputy Fire Marshall 1850 SW 170t"Avenue David Schweitzer/SWM Program / Beaverton,OR 97006 14480 SW Jenkins Road Beaverton,OR 97006 2550 SW Hillsboro Highway Beaverton,OR 97005-1152 Hillsboro,OR 97123 LOCAL AND STATE JURISDICTIONS CITY OF BEAVERTON * _ CITY OF TUALATIN * _OR.DEPT.OF FISH&WILDLIFE _OR.DIV.OF STATE LANDS _ Planning Manager Planning Manager Elizabeth Ruther, Habitat Biologist Melinda Wood "UN Form Required) _ Steven Sparks,Devi Svcs.Manager 18880 SW Martinazzi Avenue North Willamette Watershed District 775 Summer Street NE,Suite 100 PO Box 4755 Tualatin,OR 97062 18330 NW Sauvie Island Road Salem,OR 97301-1279 Beaverton,OR 97076 Portland,OR 97231 _ 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 17160 SW Upper Boones Fry.Rd._ Joanna Mensher,Data Resource Center(ZCA-Adopted) US ARMY CORPS.OF ENG. Durham,OR 97224 _ Paulette Copperstone,(ZCA-RFC Only) _OR.DEPT.OF LAND CONSERV.&DVLP. Kathryn Harris(Maps&CWS Letter Only) _ O.Gerald Uba,Ph.D.,(CPA/DCA2oN) Mara Ulloa(Comp Plan Amendments&Measure 37) Routing CENWP-OP-G _CITY OF KING CITY* 635 Capitol Street NE,Suite 150 PO Box 2946 City Manager Salem,OR 97301-2540 Portland,OR 97208-2946 15300 SW 116th Avenue King City,OR 97224 WASHINGTON COUNTY _ OR.DEPT.OF ENERGY(Powertines 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 _Naomi Vogel-Beattie(General Apt Lake Oswego,OR 97034 _Brent Curtis(CPA) OR.DEPT.OF ENVIRON.QUALITY(DEQ) ODOT,REGION 1 * _Assessment&Taxation(ZCA)MS 9 —CITY OF PORTLAND (Notify for Wetlands and Potential Environmental Impacts) _Development Review Coordinator Dona MateJa,Cartography(ZCA)MS 14 Planning Bureau Director Regional Administrator _Carl Torland, Right-of-Way Section(vacations) 1900 SW 4th Avenue,Suite 4100 2020 SW Fourth Avenue,Suite 400 123 NW Flanders Portland,OR 97201 Portland,OR 97201-4987 Portland,OR 97209-4037 _OR.PARKS&REC.DEPT. _WA.CO.CONSOL.COMM.AGNCY ODOT,REGION 1 -DISTRICT 2A* _ODOT,RAIL DIVISION STATE HISTORIC Dave Austin(wccCA("911"iManopub ncv.rsl Chad Gordon,Assistant District Manager (Notify if ODOT R/R-Hwy.Crossing is Only Access to Land) PRESERVATION OFFICE PO Box 6375 6000 SW Raab Road Dave Lanning,Sr Crossing Safety Specialist (Notify if Property Has HD Overlay) Beaverton,OR 97007-0375 Portland,OR 97221 555-13th Street,NE,Suite 3 725 Sumner St.NE,Suite C Salem,OR 97301-4179 Salem,OR 97301 UTILITY PROVIDERS AND SPECIAL AGENCIES _PORTLAND WESTERN RJR,BURLINGTON NORTHERN/SANTA FE RJR,OREGON ELECTRIC RIR(Burlington Northern/Santa Fe R/R Predecessor) Bruce Carswell,President&General Manager 200 Hawthorne Avenue SE,Suite C320 Salem,OR 97301-5294 —SOUTHERN PACIFIC TRANS.CO.R/R _METRO AREA COMMUNICATIONS _COMCAST CABLE CORP. —TRI-MET TRANSIT DVLPMT. Clifford C.Cabe,Construction Engineer Debra Palmer(Annexations Only) Gerald Backhaus(s..M.p i..Area c.M.d) (If Protect 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 Mike Hieb Svc.Design Consultant Scott Palmer,Engineering Coord. John Cousineau,OSP Network Lynn Smith,Eng.ROW Mgr. 9480 SW Boeckman Road 220 NW Second Avenue 4155 SW Cedar Hills Blvd. 8021 SW Capitol Hill Rd,Rm 110 Wilsonville,OR 97070 Portland,OR 97209-3991 Beaverton,OR 97005 Portland,OR 97219 _TIGARD/TUALATIN SCHOOL DIST.#23J_BEAVERTON SCHOOL DIST.#48 _COMCAST CABLE CORP. _COMCAST CABLE COMMUNIC. Teri Brady,Administrative Offices Jennifer Garland,Demographics Alex Silantiev(See Map for An.caxaa) Brian Every(Apps E or HON n,MAI 6960 SW Sandburg Street 16550 SW Merto Road 9605 SW Nimbus Avenue,Bldg.12 10831 SW Cascade Avenue Tigard,OR 97223-8039 Beaverton,OR 97006-5152 Beaverton,OR 97008 Tigard,OR 97223-4203 * INDICATES AUTOMATIC NOTIFICATION IN COMPLIANCE WITH INTERGOVERNMENTAL AGREEMENT IF WITHIN 500'OF THE SUNJECT PROPERTY FOR ANI/ALL CITY PROJECTS(Project Planner Is Responsible For Indicating Parties To Notify). h:\patty\nasters\Request For Comments Notification List.doc (UPDATED: 12-Jul-11) (Also update.i.\curpin\setup\labels\annexations\annexation_utilities and franchises.doc,mailing labels&auto text when updating this document) NI " CITY OF TIGARD TIGARD REQUEST FOR COMMENTS DATE: June 27.2012 TO: Todd Prager FROM: City of Tigard Planning Division STAFF CONTACT: Hap Watkins,Livability Compliance Specialist Phone: (503) 718-2440 Fax: (503) 718-2748 Email: hap@tigard-or.gov SITE DEVELOPMENT REVIEW SDR2012-00002 ROGERS NON-ACCESSORY PARKING LOT REQUEST: The applicant is requesting Site Development Review to construct a non-accessory parking lot with frontage improvements and landscaping. LOCATION: 7148 SW Gonzaga St;Washington County Tax Map 2S101AC, Tax Lot 00800. ZONE: MUE: Mixed-Use Employment. The MUE zoning district is designed to apply to a majority of the land within the Tigard Triangle, a regional mixed-use employment district bounded by Pacific Highway (Hwy. 99), Highway 217 and I-5. This zoning district permits a wide range of uses including major retail goods and services, business/professional offices, civic uses and housing; the latter includes multi-family housing at a maximum density of 25 units/acre equivalent to the R-25 zoning district.A wide range of uses,including but not limited to community recreation facilities, medical centers, schools, utilities and transit-related park-and-ride lots, are permitted conditionally. Although it is recognized that the automobile will accommodate the vast majority of trips to and within the Triangle, it is still important to (1) support alternative modes of transportation to the greatest extent possible;and (2) encourage a mix of uses to facilitate intra-district pedestrian and transit trips even for those who drive. The zone may be applied elsewhere in the city through the legislative process.APPLICABLE REVIEW CRITERIA: Community Development Code Chapter 18.36C. 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: THURSDAY, JULY 12, 2012. 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 or email. Written comments provided below: Name&Number of Person Commenting. MI CITY OF TIGARD REQUEST FOR COMMENTS l DATE: June 27,2012 TO: TVF&R,John Wolff FROM: City of Tigard Planning Division STAFF CONTACT: Hap Watkins,Livability Compliance Specialist Phone: (503) 718-2440 Fax: (503) 718-2748 Email: hap@tigard-or.gov SITE DEVELOPMENT REVIEW SDR2012-00002 ROGERS NON-ACCESSORY PARKING LOT REQUEST: The applicant is requesting Site Development Review to construct a non-accessory parking lot with frontage improvements and landscaping. LOCATION: 7148 SW Gonzaga St.; Washington County Tax Map 2S101AC, Tax Lot 00800. ZONE: MUE: Mixed-Use Employment. The MUE zoning district is designed to apply to a majority of the land within the Tigard Triangle,a regional mixed-use employment district bounded by Pacific Highway (Hwy. 99), Highway 217 and 1-5. This zoning district permits a wide range of uses including major retail goods and services, business/professional offices, civic uses and housing;the latter includes multi-family housing at a maximum density of 25 units/acre equivalent to the R-25 zoning district. A wide range of uses,including but not limited to community recreation facilities,medical centers, schools, utilities and transit-related park-and-ride lots, are permitted conditionally. Although it is recognized that the automobile will accommodate the vast majority of trips to and within the Triangle, it is still important to (1) support alternative modes of transportation to the greatest extent possible;and (2) encourage a mix of uses to facilitate intra-district pedestrian and transit trips even for those who drive. The zone may be applied elsewhere in the citythrough the legislative process.APPLICABLE REVIEW CRITERIA: Community Development Code Chapter 18.3 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: THURSDAY, JULY 12, 2012. 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 or email. Written comments provided below: — -1-1) eg r:Ainoas --n-i-t rQti,,,,--r- A . Jut-k-,i kikla,r-e- do ,,d„,e Name&Number of Person Commenting: a www.tvfr.com Tualatin Valley Fire & Rescue July 11, 2012 Re: Site Development Review SDR2012-00002 Rogers Non-Accessory Parking Lot Dear Centrex Construction Inc., Thank you for the opportunity to review the proposed site plan surrounding the above named development project. Tualatin Valley Fire& Rescue endorses this proposal. If you have questions or need further clarification, please feel free to contact me at 503-259-1504. Sincerely, )10H John Wolff Deputy Fire arsha Copy: Hap Watkins City of Tigard North Operating Center Command&Business Operations Center South Operating Center Training Center 20665 5W Blanton Street and Central Operating Center 7401 SW Washo Court 12400 SW Tonquin Road Aloha,Oregon 97007-1042 11945 SW 70`°Avenue Tualatin,Oregon 97062-8350 Sherwood,Oregon 97140-9734 503-259-1400 Tigard,Oregon 97223-9196 503-259-1500 503-259-1600 503-649-8577 No internal streets are proposed. 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 18.620.080.A, Tigard Triangle Street and Accessway Standards, requires a local service street to have a 60-foot right-of-way width and 34-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 Gonzaga Street, which is designated as a local service street by the Tigard Triangle Design Standards (CDC 18.620). At present, there is approximately 25 feet of right-of-way from centerline, according to the most recent tax assessor's map. The applicant is proposing to dedicate the additional right-of-way required to provide the full 30 feet of right-of-way as shown on the submitted plans. SW Gonzaga Street is currently partially improved. In order to mitigate the impact from this development, the applicant should construct the remaining improvements along the frontage. This includes 17 feet of pavement from centerline;as well as curb and sidewalk with a planter aligning with adjacent improvements.. 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. It is not necessary to provide future streets or extensions of streets through this development. 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 ENGINEERING COMMENTS SDR 2012-00002 Roger's Parking Lot 2 is not sufficient to show that a street connection is not possible. The applicant must show why the constraint precludes some reasonable street connection. This is a mid-block development without any opportunities for future street connections. Cul-de-sacs: 18.810.030.L states that a cul-de-sac shall be no more than 200 feet long, shall not provide access to greater than 20 dwelling units, and shall only be used when environmental or topographical constraints, existing development pattern, or strict adherence to other standards in this code preclude street extension and through circulation: • All cul-de-sacs shall terminate with a turnaround. Use of turnaround configurations other than circular, shall be approved by the City Engineer; and • The length of the cul-de-sac shall be measured from the centerline intersection point of the two streets to the radius point of the bulb, and • If a cul-de-sac is more than 300 feet long, a lighted direct pathway to an adjacent street may be required to be provided and dedicated to the City. No cul-de-sacs are proposed. 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. No street extensions are proposed. Access to Arterials and Major Collectors: Section 18.810.030.Q 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 non-access reservation along the arterial or major collector; or • Other treatment suitable to meet the objectives of this subsection; • If a lot has access to two streets with different classifications, primary access should be from the lower classification street. This is not a residential development and does not abut or traverse an arterial or major collector. Private Streets: Section 18.810.030.T 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 ENGINEERING COMMENTS SDR 2012-00002 Roger's Parking Lot 3 more than six dwelling units are permitted only within planned developments, mobile home parks, and multi-family residential developments. No private streets are proposed. PLANNING Section 18.810.040.B.2 also state at bicycle and pedestrian connections on public easements or right-of-ways shall be pr. ed when full street connection is not possible. Spacing between connections shall . = no more than 330 feet, except where precluded by environmental or topographical straints, existing development patterns, or strict adherence to other standards in the code. (PC PLANNING I" Lots - Size and Shape: Section 18.810.060(A) pr its lot depth from being more than 2.5 times the average lot width, unless the parcel is les an 1.5 times the minimum lot size of the applicable zoning district. PLANNING Lot Frontage: Section 18.810.060(B) requires that lot ave at least 25 feet of frontage on public or private streets, other than an alley. In the case a land partition, 18.420.050.A.4.c applies, which requires a parcel to either have a minimum -foot frontage or a minimum 15-foot wide recorded access easement. In cases where the lot ' 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. /w46.3 ceel-oe,,--44.7 w144'/&71'd--1 Sanitary Sewers: Sewers Required: Section 18.810.090.A require at sanitary sewer be installed to serve each new development and to connect developments existing mains in accordance with the provisions set forth in Design and Construction Sta ards 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 t proposed sewer systems shall include consideration of additional development within the area s projected by the Comprehensive Plan. ENGINEERING COMMENTS SDR 2012-00002 Roger's Parking Lot 4 The proposed developme does not require sewer service Storm Drainage: General Provisions: Section 18.810.100.A requires developers to make adequate provisions for storm water and flood water runoff. A land use permit for the adjacent parcel ► ' 005-00008) to the west allowed a $4,754 payment in-lieu of extending the street storm drain in . oso Way. The lot has the same length of frontage along the street and should be required to pa . e same fee. I'd CI 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 Clean Water Services Resolution and Order 07-20 and including any future revisions or amendments). There is no significant upstream age to the 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 Resolution and Order 07-20 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 storm water detention/effective impervious area reduction program resulting in no net increase in storm peak flows up to the 25-year event. All new developments resulting in an increase of more than 5,000 square feet of impervious surface 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. Detention is not required since there is less than 5,000 square feet of new impervious surface. Bikeways and Pedestrian Pathways: Bikeway Extension: Section 18.810.110.A sta : at developments adjoining proposed bikeways identified on the City's adopted pede •:n/bikeway plan shall include provisions for the future extension of such bikeways throu, t e dedication of easements or right-of-way. SW Gonzaga Street is not a bicycle facility. ENGINEERING COMMENTS SDR 2012-00002 Roger's Parking Lot 5 Prior to issuance of a site permit, a Public Facility Improvement (PFI) permit is required for this project to cover street improvements, storm drain connection, rain garden and any other work in the public right- of-way. Six (6) sets of detailed public improvement plans shall be submitted for review to the Engineering Division. 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.tigard-or.gov). 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 v ' e access and parking plan for approval by the City Engineer. The purpose of this plan is 'arking and traffic control during the public improvement construction phase. The City Engineer may determine the neces ' for, and require submittal and approval of, a construction access and parking plan for ding phase. If the City Engineer deems such a plan necessary, the applicant shall provide prior to issuance of building permits. • Additional right-of-way shall be dedicated to the Public along the frontage of SW Gonzaga Street to increase the right-of-way to 30 feet from centerline. The description shall be tied to the existing right-of- way centerline. The dedication document shall be on City forms. Instructions are available from the Engineering Division. The applicant shall submit construction plans to the Engineering Division as a part of the Public Facility Improvement permit, which indicate that they will construct street improvement along the frontage of SW Gonzaga Street aligning with adjacent improvements. The improvements adjacent to this site shall include: A. Tigard Triangle standard pavement section for a local service street from curb to centerline equal to 17 feet'. 45 P t*t b 0141 +-- B. concrete curb; C. storm drainage, including any off-site storm drainage necessary to convey surface and/or subsurface runoff; D. ssat concrete sidewalk with planter strip; E. street trees spaced per TDC requirements; y applicant's engineer, to be approved by City Engineer; r. street signs (if applicable); 6, commercial driveway apron and: .V . •, "`' - - • $e . r. e lot to the east. ENGINEERING COMMENTS SDR 2012-00002 Roger's Parking Lot 7 Provide an on-site water quality facility as required by Clean Water Services Design and Construction Standards (Resolution and Order No. 07-20). Final plans and calculations shall be submitted to the Engineering Divisiion for review and approval prior to issuance of the site permit. In addition, a proposed maintenance agreement shall be submitted along with the plans and calculations for review and approval. An erosion control plan sha ovided as . .- •f the Public Facility Improvement (PFI) permit drawings. The plan shall orm to - ater Services Design and Construction Standards (Resolution and Order No. 07-20 . Prior to issuance of th ermit, thapplicant shall obtain approval from TVF&R for fire protection system and hydra cement. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO A FINAL BUILDING INSPECTION: Submit to the Engineering Division for review and approval: Prior to a final building inspection, the applicant shall complete the required public improvements, obtain conditional acceptance from the City, and provide a one-year maintenance assurance for the improvements. Prior to a final building inspection, 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). ENGINEERING COMMENTS SDR 2012-00002 Roger's Parking Lot 8 t X . 1 �, Land Use Application Iii COMPLETENESS REVIEW REQUEST TO: Todd Prager, Mike White,Alb Melds RETURN TO: Hap Watkins DATE SENT: 05-16-2012 DATE DUE: 05-23-2012 PROJECT NAME: CASE NUMBER: SDR2012-00002 PROJECT ADDRESS: 7148 SW Gonzaga St. PROJECT DESCRIPTION:_ Rogers Non Accessory Parking Lot Complete? qYes [o Comments below or "See Attached Please return this cover sheet with your comments is\curpin\masters\completeness review request.docx • Rogers Non Accessory Parking Lot Completeness Item Met Not Met N/A Comments 18.745.040: X -Two additional street trees are required Street Trees (one on each side of the driveway). Street trees are exempt from vision clearance requirements if limbed up as they grow. 18.745.050: X - The L-2 standard applies. L-2 trees are Buffering and required to be 2Y2" caliper. Screening 18.790.030: X Tree Plan Requirement 18.790.050: X Permit Applicability Todd Prager Associate Planner/Arborist May 21, 2012 IN II Land Use Application s COMPLETENESS REVIEW REQUEST TR,AR TO: Todd Prager, Mike White,Alber RETURN TO: Hap Watkins DATE SENT: 05-16-2012 DATE DUE: 05-23-2012 PROJECT NAME: CASE NUMBER: SDR2012-00002 PROJECT ADDRESS: 7148 SW Gonzaga St. PROJECT DESCRIPTION:_ Rogers Non Accessory Parking Lot Complete? ❑ Yes To Comments below or ❑ See Attached qi.s., A110.-c s /6.70 C i 1 a, e io Please return this cover sheet with your comments is\curpin\masters\completeness review request.docx l - (8:0 S 3o E. tarOS- • � - 6 - ci 9 2-4 A4.$ w,4 -COCA 12).aGO. o A 2 FE 3 r.--4 . ! CS , fsIO, azo - _— 5)41,.artistst - - ?- 1 7 - oma. frusPA-L 1 . Ilk Land Use Application ','. COMPLETENESS REVIEW REQUEST tztl4-kik TO: Todd Prager, Gus Duenas RETURN TO: Hap Watkins DATE SENT: 06-18-2012 DATE DUE: ASAP PROJECT NAME: CASE NUMBER: SDR2012-00002 PROJECT ADDRESS: 7148 SW Gonzaga Street PROJECT DESCRIPTION: Rogers Parking Lot Complete? Yes ElNo Comments below or ❑ See Attached is\curpin\masters\completeness review request.docx Land Use Application COMPLETENESS REVIEW REQUEST TIGARD TO: Todd Prager, Gus Duenas RETURN TO: Hap Watkins DATE SENT: 06-18-2012 DATE DUE: ASAP PROJECT NAME: CASE NUMBER: SDR2012-00002 PROJECT ADDRESS: 7148 SW Gonzaga Street PROJECT DESCRIPTION: Rogers Parking Lot -)f ."0/ 6.! Oriz Complete? 'EYes ❑ No Comments below or ❑ See Attached is\curpin\masters\completeness review request.docx MAILING / NOTIFICATION RECORDS UI AFFIDAVIT OF MAILING • = TIGARD I, Darrel G. Watkins, being first duly sworn/affirm, on oath depose and say that I am a Livability Compliance Specialist for the City of Tigard,Washington County, Oregon and that I served the following: plea.\pnoinare Box(b)Mow) ❑X NOTICE OF PENDING LAND USE DECISION FOR: SDR2012-00002 Rogers Non-Accessory Parking Lot ❑ 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 June 27,2012,and deposited in the United States Mail on June 27,2012, postage prepaid. � / iii ‘/?-7/0-- (Person Cat repared Notice) STATE OF OREGON ) County of Washington) ss. City of Tigard ) Subscribed and sworn/affirmed before me on the day of ,2012. NOTARY PUBLIC OF OREGON My Commission Expires: IN Notice of a Type II Proposal Site Development Review T I G A R D Case ID: SDR2012-00002 Tigard Community Development Contact Information Date of Notice: Wednesday,June 27, 2012 120 days = Friday, October 12, 2012 To: Interested Persons Staff Contact: Darrel "Hap" Watkins 503-718-2440 HAP@tigard-or.gov If you would like to comment on this proposal, we need to receive your written comments by 5 p.m. on Thursday, July 12, 2012 . Please mail or deliver your comments to 13125 SW Hall Blvd., Tigard, Oregon 97223. Include the Case ID Number: SDR2012-00002. Please address your comments to the appropriate staff person: Darrel "Hap" Watkins. Information About the Proposal Description of the Proposal: Construction of a non-accessory parking lot with landscaping and frontage improvements. Applicant: Centrex Construction, Inc. 8250 SW Hunziker Rd. Tigard, OR 97223 Owner 1: Roy R. Rogers 13690 SW Twelve Oaks Ct. Tigard, OR 97224 Proposal Address: 7148 SW Gonzaga St. Tigard, OR 97223 Legal WCTM 2S101AC,Tax Lot 00800 Description: Zoning: MUE Mixed-Use Employment Approval Criteria: TDC18.360 What You Should Know About This Type II Proposal The proposed development requires a land use review. The goal of this notice is to invite interested parties to participate early in the decision-making process by submitting comments in writing during the open comment period. City of Tigard,Community Development Division•13125 SW Hall Blvd.,Tigard,Oregon 97223 Type II decisions are mac. ,y the Community Development Dire. _ after consideration of relevant evidence and public comments received during the open comment period. The decision will be mailed to the applicant and to owners of property located within 500 feet of the proposal site and anyone who submitted written comments or is otherwise entitled to a decision notice. The decision maker may: • Approve the proposal. • Approve the proposal with conditions. • Deny the proposal. All evidence considered in the decision will be contained in the public record and available for public review. If you would like to review this material, please schedule an appointment with Lora Garland, Records Management Specialist, 503-718-2483. If you wish to receive copies of the materials, city records will prepare them for you at a reasonable cost. Appeal Information 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. Comments directed at the relevant approval criteria (Tigard Development Code) are what constitute relevant evidence. Details regarding the appeal process and requirements are contained within Tigard Development Code Chapter 18.390. There is a fee charged for appeals. Attachments Included in this Notice Zoning and Site Map 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. City of Tigard,Community Development Division.13125 SW Hall Blvd.,Tigard,Oregon 97223 • 1 ..ii , e ELMHURST ST Zoning Map „ .... . .. HERMO111 li II I � Legend SpyVAY • III Ir ::::: Subject Site IIZoning Classifications R-1 30,000 Sq Ft Min Lot Size F RAIN IK bI NINS+T• R-2 20,000 Sq Ft Min Lot Size I I R-3.5 10,000 Sq Ft Min Lot Size _ WW 1 R-4.5 7,500 Sq Ft Min Lot Size QQ [ R-7 5,000 Sq Ft Min Lot Size 1R-12 3,050 Sq Ft Min Lot Size BEVELAND RD b=- I. _ R-25 1,480 Sq Ft Min Lot Size 0D R-40 40 Units Per Acre t, MUE MUR-1 Mixed Use Residential 1 W MUR-2 Mixed Use Residential 2 Q111111 MU-CBD Mixed Use Central Bus D \1/4 �_ (� C C Community Commercial �`J ��D . _ N.C-G General Commercial F'- GONZAGA ST ►� —I C-N Neighborhood Commercial �.� IIIIIIII 11111111: �j�j�j� IIII EN C-P Professional Commercial W 140•411MUC Mixed Use Commercial I �� _ MUC-1 Mixed Use Commercial 1 j _ NM --I MUE Mixed Use Empoloyment ® z MUE-1 Mixed Use Employment 1 I1=11MUE-2 Mixed Use Employment 2 A r I-L Light Industrial I-L N \\ HAMPTON ST ® I-P Industrial Park NM I-H Heavy Industrial W um Washington County > Overlay Zones .- - K71 Historic District Overlay • + Planned Development Overlay • GA�' Y Map Printed:27-Jun-12 a. �ONiT INFORMATION ON THIS MAP IS FOR GENERAL LOCATION ONLY AND SHOULD BE VERIFIED HATH THE DEVELOPMENT C-P .^ SERVICES DIVISION A coDATA IS DERIVED FROM MULTIPLE SOURCES.THE CITY OF TIGAR f C R E IS T V I E W ce, MAKES NOT WARRANTY REPRESENTATION,OR GUARANTEE AS TO T,- CONTENT,ACCURACY.TIMELINESS OR COMPLETENESS OF ANY OF T,. DATA PROVIDED HEREIN.THE CITY OF TIGARD SHALL ASSUME NC IST LIKABILITY FOR ANY ERRORS.OMISSIONS.OR INACCURACIES IN TH. INFORMATION PROVIDED REGARDLESS OF HOW CAUSED COMMUNITY DEVELOPMENT DEPARTMENT R-3.5 "A Place to Call Home" A� City of Tigard 13125 SW Hall Blvd N -- Tigard,OR 97223 ■ o VA RN T 503 639-4171 INN _MEM 11'4_ www.tigard-or.gov II,. ME IIIIM ELMHURST ST lili 7 Area Notified (500 Ft) Centrex Construction PHERMOSO wAy SDR 2012-00002 111 111 a 1111111gior I Roy Rogers . Non-Accessory Parking ---,,.� ``� FRANKLIN ST ��-TPA.: BEVELAND RD t'''. . - It x<�. ii' 1 2S°S*N-I"4, :-"Ni, Ni'l")''olNi,1 .71. 'Dal hb., N% \\I: & &. ` Subject Site GONZAGA ST :4.1,10,,,,. .I. I "' tinkp„0,,,,,, 1r1\�I'\\'`i.�i` .111 qIr , Property owner information is valid i � ` ' �, D 1 / 1 ri for 3 months from the date printed on • �`� this map. HAMPTON ST 41 idliV2/4-6.1?si. Nii:s i : 1 v 1 ' J 1 Map Printed:27-Jun-12 Y Infarmstan en Wt map S for pe nen bcation \ `\ I.'L pNT and ahpuld be moeN Dr with fie Devebpment = Services Division ►O OD DATA IS DERIVED FROM MULTIPLE SOURCES.THE CITY OF TIGARD ill 1111 III Ilk l0 MAKES NOT WARRANTY,REPRESENTATION.OR GUARANTEE AS TO THE CONTENT,ACCURACY,TIMELINESS OR COMPLETENESS OF ANY OF THE DATA PROVIDED HEREIN.THE CITY OF TIGARD SHALL ASSUME NO LIKABILITY FOR ANY ERRORS.OMISSIONS,OR INACCURACIES IN THE rucnRA+eTr9N PROVIDED Rcr.epDLc 55 9F u�y�rni iEF COMMUNITY DEVELOPMENT DEPARTMENT PINA Place to Catt Home' ity of Tigard riGA OPS 1Tgard,OR 97223 71I 1N VARNS ST 503639-4171 troARo ■ _--_` --_ www.tigard-or.gov 1111 AFFIDAVIT OF MAILING • TIGARD I, Darrel G. Watkins, being first duly sworn/affirm, on oath depose and say that I am a Livability Compliance Specialist for the City of Tigard,Washington County, Oregon and that I served the following: Pied,AM+ngonc Box(s)&low) ❑1c NOTICE OF DECISION FOR: SDR2012-00002 Rogers Non-Accessory Parking Lot (File No./\ame Reference) AMENDED NOTICE 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 August 29,2012,and deposited in the United States Mail on August 29,2012,postage prepaid. SAA2 ,0 1 *//' _ (Perso at Prepared Notice) STATE OF OREGON County of Washington ss. City of Tigard Subscribed and sworn/affirmed before me on the day of ,2012. NOTARY PUBLIC OF OREGON My Commission Expires: Notice of a Type II Decision r : Site Development Review TIGARD Case ID: SDR2012-00002 (Rogers Non-Accessory Parking) The Decision Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the requested land use action, subject to certain conditions of approval. The findings and conclusions on which the decision is based are noted in the Final Decision and the proposal is described below. Tigard Community Development Contact Information Date of Notice: Thursday,August 30,2012 120 days = Tuesday,October 23,2012 Staff Contact Darrel"Hap"Watkins 503-718-2440 HAP@tigard-or.gov Appeal Information All persons entitled to notice or who are otherwise adversely affected or aggrieved by the decision may appeal the decision.Appeal forms are available on the city's website or by person at the Permits Center. If you would like to appeal this land use decision,we need to receive your completed appeal form by 4 p.m. on Friday, September 14,2012. Please include the Case ID Number: SDR2012-00002. Please hand-deliver your completed appeal form (which will be time-stamped) and pay the associated appeal fees at the Permits Center, 13125 SW Hall Blvd., Tigard, Oregon 97223. If you have any questions regarding this decision please address them to the appropriate staff person noted on this form: Darrel "Hap"Watkins and note the Case ID Number: SDR2012-00002 This decision is final on Thursday,August 30, 2012, unless an appeal is filed. The decision will go into effect on Friday, September 14, 2012, unless an appeal is filed. A copy of the Final Decision is available upon request from the staff contact person noted above. Information About the Decision Applicant: Centex Construction,Inc. Owner: Roy R. Rogers Description of the Proposal: The applicant is requesting Site Development Review approval for a non-accessory parking lot of approximately 4,800 square feet for fifteen parking spaces.The proposal includes street and frontage improvements.Landscaping is proposed for the perimeter of the parking area.A water quality facility is included in the plan. Legal WCTM2S101AC00800 Description: 2 Zoning. MUE:Mixed Use Employment District / 1 ) 1 A Appeal Procedure Details i1ED-_ The decision of the Director (Type II Procedure) or Review Authority (Type II Administrative Appeal or Type III Procedure) is final for purposes of appeal on the date that it is mailed. Any party with standing as City of Tigard,Community Development Division.13125 SW Hall Blvd.,Tigard,Oregon 97223 pg. 1 provided in Section 18.390.,. ..,.G.1. may appeal this decision in accorda__ 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 the 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 4 p.m. on Click here to enter a date, Site Map MI 0 ill Area Notified (500 Ft) ■ ■ Type II DSDR2 ii, _ ELMHURST ST Case ID'.SDR2012-00002 ="„ I Rogers Non-Accessory Parking 11, 111141111, AEI I II II. P�l W W -,;„.....-ailiir ..... a i-a � ._ loilliallir BEVEL IRJ ® subject Silo ammo,,,, .... W■■-■ 1� Property owner Mornadgn i valid GA ST ... ■_ 1111 _ lot3 months Irro ma dab printed on 111 MPTON ST IIII Abp Pnbn 29,eg I. It 6+ _M at 1.11,104.0“CO eAft.4�.,a.� raw MN EMMY affiateda CO OebeevaKin e•VW Jf H rCOMMIMITV°EVE:OPMENT PEP.,MEMm 'F. -IL „ , ` 4` I3 'il PwcP"'"'C.Nur-' N • _ rs On 23 703aY+n yemenneto,em City of Tigard,Community Development Division•13125 SW Hall Blvd.,Tigard,Oregon 97223 pg.2 Easy Peer Labels I Bend along li-%to Use Ave Template 5161® F 'a er ••••"•"10- expose ��ERV®5961T"� P P Pop-u ?T 2S101AC00400 2S101AC01000 ACORN TIGARD LLC GIESZLER LIVING TRUST 6950 NE CAMPUS WAY BY GIESZLER,JACOB/M JEAN TRS HILLSBORO,OR 97124 18206 SW FALLATIN LP ALOHA,OR 97007 2S101AC01100 2S101AC90000 AFT-OREGON BUILDING TRUST INC HAMPTON STREET BUIL I G CONDO 7035 SW HAMPTON ST OWNERS OF ALL UNJ,T • TIGARD,OR 97223 , 00000 0 2S101AC00900 2S101AC01300 BARMASS LLC KAISER FOUNDATION HEALTH PO BOX 23849 PLAN OF THE NORTHWEST#838 PORTLAND,OR 97281 ATTN:GENERAL ACCCOUNTING 11TH F 500 NE MULTNOMAH#100 PORTLAND,OR 97232 2S101AB02000 2S101AD03000 BERMAN,JOHN M& KF LLC SUMMERS,MICHAEL L 7407 SW HUNT CLUB DR 7175 SW BEVELAND RD#210 PORTLAND,OR 97223 TIGARD,OR 97223 2S101AB02300 2S101AB02400 BOLON,DEAN N LANFARM LLC 4022 NE LADDINGTON CT 16869 SW 65TH AVE STE 166 PORTLAND,OR 97232 LAKE OSWEGO,OR 97035 2S101AB02200 2S101AB02201 CASEY,EDWARD L JR&JOANNE F LESSING 2004 FAMILY TRUST 22255 SW 102ND PL LESSING FAMILY TRUST TUALATIN,OR 97062 BY EWING-FOLEY INC 10061 BUBB RD,STE A CUPERTINO,CA 95014 2S101AD02800 2S101AD02700 CEDAR ENTERPRISES LLC MCCROSKEY,JOHN B 12665 SW 69TH AVE STE 200 1380 MORNING SKY CT TIGARD,OR 97223 LAKE OSWEGO,OR 97034 2S101AB02707 2S101AC01600 EAGLE HARDWARE&GARDEN,INC NEIMEYER,JOHN ATTN:TAX DEPT(TA3) 15 82ND DR STE 210 PO BOX 1111 GLADSTONE,OR 97027 NORTH WILKESBORO,NC 28656 2S101AC00100 2S101AC00701 ETZEL,DAVID M&NADINE M OREGON,STATE OF DEPT OF TRANSPO 19129 SW CONZELMANN RD FINANCIAL SERVICES-FILE 51801 SHERWOOD,OR 97140 355 CAPITOL ST NE,RM 434 SALEM,OR 97301 2S101AC00200 2S101AC 7 0 FOREST PARK ENTERPRISES LLC ROGERS,R Y R 2104 HOT OAK RIDGE ST 13690 SW W LVE OAKS CT E; o 14/f 2 ' LAS VEGAS,NV 89134 TIGARD,, R 9 24 - 1 B. 1/ Etiquettes faciles peler I► i Repliez a la hachure afin de www.avery.com Easy peep Labels k MIK y Bend along lir.%torM J 5161® F `aper �� expose Pop- 1 IntcAVERY®s96t 2S101AC00800 2S101AD02900 ROGERS,ROY R TRIANGLE TERRACE,LLC 13690 SW TWELVE OAKS CT 12600 SW 72ND AVE#200 TIGARD,OR 97224 TIGARD,OR 97223 2S101AC006110 2S101AB02100 ROTH LIVING UlSi UNITED PACIFIC PROPERTIES LLC BY ROTH,JT JR THERESA A TRS 7157 SW BEVELAND ST STE 200 12600 SW 72N9 A ,STE 200 TIGARD,OR 97223 TIGARD,OR 97223 2S101AC0066 / 2S101AC01900 ROTH LIVING T 'UST WASHINGTON COUNTY SCHOOL BY ROTH,JT Jit& HERESA A TRS DISTRICT NO.23 12600 SW 72ND AV ,STE 200 6960 SW SANDBURG ST TIGARD,OR 97223 TIGARD,OR 97223 2S101AC00N1 / 2S101AD03100 ROTH LIVINGUST WESTON INVESTMENT CO BY ROTH,JT THERESA A TRS 2154 NE BROADWAY 12600 SW 72 fID A ,STE 200 PORTLAND,OR 97232 TIGARD,ORe 97223 2S101AC00600 2S101AB01900 ROTH LIVING TRUST WHITETHORN,LLC BY ROTH,JT JR&THERESA A TRS 12465 SW 72ND AVE 12600 SW 72ND AVE,STE 200 PORTLAND,OR 97223 TIGARD,OR 97223 2S101AB02500 2S 91AB02708 SHIM,STEVE TRUST WHITETHORN-Lit 14347 SW KOVEN CT 12465 SW 72ND AVE TIGARD,OR 97224 PORTLAWD,,7223 2S101AC90011 SPECIAL DISTRICTS ASSOCIATION OF 727 CENTER NE SALEM,OR 97301 2S101AC90022 SPECIAL DISTRICTS ASSOCIATION OF BY GREG BAKER PO BOX 12613 SALEM,OR 97309 2S101AA09600 TAYLOR,CHARLES F P O BOX 1452 LAKE OSWEGO,OR 97035 2S101AC01801 TIGARD-TUALATIN SCHOOL DISTRICT 23J 6960 SW SANDBURG ST TIGARD,OR 97223 273 etiquettes faciles a peler A 1 Repliez a la hachure afin de www.avery.com Easy Peel®Labels AMEM I Bend along lir-toC As/ER.®5g61TM S Use Avery®Template 5161® N 'per 1"""m" ' expose Pop-ur ,T Mildren Design Group Nathan and Ann Murdock Attn: Gene Mildren 7415 SW Spruce Street 7650 SW Beveland Street, Suite 120 Tigard, OR 97223 Tigard, OR 97223 Sue Rorman Susan Beilke 11250 SW 82nd Avenue 11755 SW 114th Place Tigard, OR 97223 Tigard, OR 97223 Naomi Gallucci Dayle D. & Evelyn O. Beach 11285 SW 78th Avenue 11530 SW 72nd Avenue Tigard, OR 97223 Tigard, OR 97223 Todd Harding and Blake Hering Jr. Shannen Williams Rappold Norris Beggs & Sim son Marketing/Business Development Manager Simpson Perlo Construction 121 SW Morrison, Suite 200 7190 SW Sandburg Street Portland, OR 97204 Portland, OR 97223 Brad Spring Heidi Brenneman 7555 SW Spruce Street 11680 SW Tigard Drive Tigard, OR 97223 Tigard, OR 97223 Alexander Craghead Patty Newth 12205 SW Hall Boulevard 12180 SW Merestone Court Tigard, OR 97223-6210 Tigard, OR 97223 Gretchen Buehner Lora Garland 13249 SW 136th Place Records Management Specialist Tigard, OR 97224 13125 SW Hall Blvd Tigard, OR 97223 John Frewing 7110 SW Lola Lane Tigard, OR 97223 CPO 4B 16200 SW Pacific Highway, Suite H242 Tigard, OR 97224 CPO 4M Pat Whiting 8122 SW Spruce Tigard, OR 97223 7 etiquerNAJWY pgaT INTERESTED PARTIES (i:\curpin\setupllabels\CIS@ t.f hachure afin de UPDATE[ 4h l-eAcom 7111 TIGARD May 21, 2012 City of Tigard Centrex Construction, Inc. Attn: Seth Ediger 8250 SW Hunziker Rd. Tigard, OR 97223 RE: SDR2012-00002 Completeness Review 7148 SW Gonzaga St. Dear Seth, Preliminary review of your application for site development review at 7148 SW Gonzaga St. has been performed and several issues must be addressed. Your application will remain incomplete until you have provided the following: 1. Submit a copy of the recording document for the outstanding lot line adjustment affecting this parcel, LLA2009-00001. 2. Add two street trees to the landscape planting plan, page L100, one each side of the driveway. Note that street trees are 2" caliper. 3. Provide east, south and west boundaries of the parking lot with L-2 landscaping: 2 1/2 inch caliper trees 28 feet on center with 4 foot high screening (hedges, shrubs, etc) which attains 90% opacity within two years. 4. Provide screening (hedges or shrubs) at the parking peninsulas each side of the driveway which attains 90% opacity within two years. 5. Re-submit the narrative to respond to each of the criteria in TDC18.360.090.A. 6. Submit the preliminary storm water calculations. The Development Engineering section requires your narrative to include responses to sections 18.705.030.D, E, F, H.2 and H.4; 18.810.030.A.2, B.3, E.1.a-k, and 0; 18.810.070.B.2, and C; 18.810.090 and 100. Sincerely, 4 1 , i4i lit '4t Darrel "Hap" Watkins Livability Compliance Specialist 503-718-2440 hap@tigard-or.gov cc: Land Use File SDR2012-00002 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 • www.tigard-or.gov a UPI IIGARD City of Tigard June 21,2012 Centrex Construction, Inc. Seth Ediger 8250 SW Hunziker Road Tigard,OR 97223 RE: Completeness—Rogers Parking Lot Case File No: SDR2012-00002 Dear Seth, The City received your supplemental application materials June 13, 2012 for Site Development Review approval to construct a new non-accessory parking lot at 7148 SW Gonzaga St. Staff has completed review of the revised submittal and has determined the application will be complete when the comment review copies are submitted. At that time the 120 day review period for local decisions will commence. It should be noted that staff has not reviewed the application submittal for compliance with all the relevant code criteria, and that additional issues may arise during the review which may require further clarification. Please provide comment review copies as follows: 5 (full set) copies of your revised collated application materials reduced to 11X17, and one additional copy of your reduced site plan at 8 1/2 X 11 inches for our records. Also include a CD copy (full set) of all application materials. You have already provided the two sets of pre-addressed stamped envelopes for mailings. Should you have questions,please call me at 503-718-2440 or e-mail me at hap(a,tigard-or.gov. Sincerely, 7 1 .//lI 1/f, -' it Darrel"Hap"Watkins Livability Compliance Specialist CC: SDR2012-00002 Land Use File 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 • www.tigard-or.gov APPLICANT MATERIALS en e, r lc v.0,--/L ,--_,,,(2-.14- .7---1"/0 2._ ' RECEIVED City of Tiir gard MAY 0 2612 Land Use Permit Application PRE-AM-114:9-1M0 File# SVRj/.z-Cat Other Case# Date / 4y t01a1Z By SAtF Receipt# /tri v / Fee Pi b t 7 Date Complete TYPE OF PERMIT YOU ARE APPLYING FOR ❑Adjustment/Variance(II) ❑Historic Overlay(II or III) IS,LSite Development Review(II) ❑ Comprehensive Plan Amendment(IV) ❑Home Occupation(H) ❑Subdivision(II or III) p Conditional Use(III) ❑Minor Land Partition(II) El Zone Change(III) ❑Development Code Amendment(IV) ❑Planned Development(III) ❑ Zone Change Annexation(IV) ❑Downtown Design Review(II,III) ❑Sensitive Lands Review(II or III) NOTE: FOR REQUIRED SUBMITTAL ELEMENTS,PLEASE REFER TO YOUR PRE-APPLICATION CONFERENCE NOTES LOCATION WHERE PROPOSED ACTIVITY WILL OCCUR(Address if available) 1!4 g SW Canzaga Sfetz+I 7 q rcc1 O'l 9'1aa 3 TAX MAPS&TAX LOT NOS. as ICI ACCOg00 TOTAL SITE SIZE ZONING CLASSIFICATION �, �oD mue IMIll APPLICANT' CZ.t'eg. eat Sfrit-Cl iarL• Zn c. MAILING ADDRESS/CITY/STATE/ZIP Baso Hun zi 1Cer Rd ., T9a rdo a 9 7a)3 PHONE NO. 503-6 gy-&-N3 S-03-G0t'-cVga PRIMARY CONTACT PERSON PHONE NO. S . Ed Iger g03-408'cf-J-N3 E-MAIL se.th (J ce,c re X eonsfrath 'n.no- PROPER'IY OWNER/D D HOLDER(Attach list if more than ons) R K. R ex' MAILING ADDRESS/CrIY/STA la-loo / a nd OVe. i 7-,:9a4-ce, OX criaa3 PHONE NO. FAX NO. S03. 0a© -a(O3a 503-. (10gLf--75a3 *When the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owners must sign this application in the space provided on the back of this form or submit a written authorization with this a. lication. PROPOSAL.SUMMARY(Please be specific) I City of Ti¢ard I 13125 SW Hall Blvd..Ti¢ard.OR 97223 I 503-718-2421 I www.tinard-or.aov I Pave I nf2 THE APPLICANT SHALL CERTIFY THAT: • If the application is granted, the applicant shall exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • 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,based on this application,map be revoked if it is found that any such statements are false. • 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). SIGNATURES OF EACH OWNER OF THE SUBJECT PROPERTY ARE REQUIRED. Owner's Signature Date Owner's Signature Date Owner's Signature Date Owner's Signature Date Owner's Signature Date Applicant/Agent/Representative's Signature Date Applicant/Agent/Representative's Signature Date City of Tigard I 13125 SW Hall Blvd.,Tigard,OR 97223 I 503-718-2421 I www.tigard-or.gov I Page 2 oft THE APPLICANT SHALL CERTIFY THAT: • If the application is granted,the applicant shall exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • 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,based on this application,map be revoked if it is found that any such statements arc false. • The applicant has read the entire contents of the application,including the policies and criteria,and understands the requirements for approving or denying the applications)_ SIGNATURES OF EACH OWNER OF THE SUBJECT PROPERTY ARE REQUIRED. 7//i1/ s tgn�trt:e / Date Owner's Signature Date Owner's Signature Date Owner's Signature Date Owner's Signature Date Applicant/Agent/Representative's Signature Date Applicant/Agent/Representative's Signature Date City of'Tigard r 13125 SW Hall Blvd.,Tigard,OR 97223 I 503-718-2421 www.tigard-or.gov I Page 2of2 CITY OF TIGARD RECEIPT I S 13125 SW Hall Blvd.,Tigard OR 97223 503.639.4171 TIGARD Receipt Number: 186659 - 05/09/2012 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID SDR2012-00002 SDR Under$1,000,000 100-0000-43116 $4,084.00 SDR2012-00002 SDR Under$1,000,000-LRP 100-0000-43117 $603.00 Total: $4,687.00 PAYMENT METHOD CHECK# CC AUTH.CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 50798 JFLOYD 05/09/2012 $4,687.00 Payor: Centrex Construction Total Payments: $4,687.00 Balance Due: $0.00 Page 1 of 1 W. .on County,Oregon 2011-088425 • 12/142011 12:20:20 PM � S AMER/ D-DBS Cnt=1 Stn-29 RECORDS1 � ay $25.00$5.00$11.00$15.00$20.00-Total=$76.00 • - swag: THIS SPAC 1111 I 1 11111 111 ill I II111111 I 01657653201100884250050054 I,Richard HobernIcht,Director of A rent and After recording return to: Taxetlon end Ex-Officio County Clerk for Washington County,Oregon,do hereby certify that the within r , Roy R. Rogers instrument of writing wee received a d n orded ... 14429 S W Aynsley book of records of Bald cou Richard Hobernlcht,Director of Auessment end ••an.l,�+f' Tigard, OR 97224 Taxation,Ex.Ofnclo County Clerk Until a change is requested all Tax Statements Shall be sent to the following address: NO CHANGE FROM CURRENT ADDRESS ON FILE BARGAIN AND SALE DEED FOR PROPERTY LINE ADJUSTMENT Roy R. Rogers, Grantor, conveys to Roy R. Rogers, Grantee, the following described real property: SEE EXHIBIT"A" FOR ADJUSTED GRANTORS LEGAL DESCRIPTION SEE EXHIBIT"B" FOR ADJUSTED GRANTEES LEGAL DESCRIPTION Grantor is vested by Doc.No. 2001045116, Washington County Deed Records Grantee is vested by Doc.No. 2001045116, Washington County Deed Records Grantor and Grantee execute this deed to facilitate an approved Washington county Department of Land Use and Transportation case file No.LLA 2009-00001. This property is free of liens and encumbrances, EXCEPT: THOSE OF PUBLIC RECORD, IF ANY. "BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT,THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007, AND SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY THAT THE UNIT OF LAND BEING TRANSFERRED IS A LAWFULLY ESTABLISHED LOT OR PARCEL, AS DEFINED IN ORS 92.010 OR 215.010, TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES, AS DEFINED IN ORS 30.930, AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007, AND SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009." t True consideration for this conveyance is $_NON MONETARY_(Here comply with the requirements of ORS 93.030) Dated this / 3 day of cc-72cr , 2011. GRANTOR AND GRANTEE (ti- �-�- ---�..�z� Ai OFFICIAL SEAL �// O .(-: DINORAH F METZGER O t) t "" NOTARY PUBLIC-OREGON (( ( 'c',...,.1) COMMISSION NO.447740 , _77 /1.4) (7 MV COMMISSION EXPIRES MARCH 23,2014 y R. Rogers C �-� -ti-- State of C Rea f 11 County of tA.),_sJ,, } ss. W�=tU'� This instrument was acknowledged before me on R Q(^ R• f O5 r12$ , 2011 by Roy R. Rogers .J v 1 DMOd 7 Notary Public—State crf Or ;. CHASE, JONES & ASSOCIATES INC. FORMERLY BOOTH&WRIGHT mad eSuw yats &efl (? ets &n 1 8 8 5 CVz 1600 S.W.12th AVENUE PORTLAN _. ._� D,OREGON 97201 TEL. (503)228-9844 439 W.POWELL SUITE 3 GRESHAM,OREGON 97030 TEL. 1503)689-1234 February 20, 1990 #7769 PARCEL TI A parcel of land in Section 1, Township 2 South, Range 1 West of the Willamette Meridian, Washington County, Oregon being a portion of Lot 14 Beveland No. 2 and a portion of an unnamed vacated street in said Beveland No. 2, a duly recorded plat in said State and County, said parcel being more particularly described as follows: Commencing at the northwest corner of Lot 13, said Beveland plat; thence North 89°02' 40" East along the north line of said Lots 13 and 14 , which line is also the south line of S.W. Gonzaga Street, 135. 00 feet to the Point of Beginning of the parcel to be described; thence departing said line at right angles South 0°57 ' 20" East 144 . 16 feet to a point in the south line of said Lot 14 ; thence North 89°02 '40" East along the south line of said Lot 14 and its extension, 113. 04 feet to the center line of an unnamed street (vacated by order No. 77-107 and recorded as fee No. 89-19893, Washington County: City zoning ordinance and building restrictions) ; thence North 0°57' 20" West along said center line, 144 . 16 feet to a point in the south line of said Gonzaga Street ; thence South 89°02 ' 40" West along said South line 113. 04 feet to the Point of Beginning. The above described parcel contains 16, 296 square feet or 0.37 acres more or less . Said tract is also subject to an easement for water line purposes along the east 5. 00 feet as per said resolution #77-107. L015 JUte/A/ 'a 0-0,00 Q= R eiest6Cd,Fw iOaNO 1-2S1-173 7377147.7e73- 11'066' 23,697 B 0 SI 6S 9d��� 519 t,P z&• .w. ...os 9,.°- 0 /6407.+eat I,.e• /E4./2 Mealsi -•.r- "�- el"- Al Or O2• 40,A. FP. p0.` D 0,1'1 06.0.0 6" S. W. GONIAGd Sl. zi +6 SP f)os ©s/e't'S• 05/s L� *0 0.65- • (0100, f,INLt.IL n ER- I / QO6,L ©�A.Mil,O•Ia IQ LR-'iv" (� - K49'or lO'E. ( llau�AUT6 Ml4t / f11C 1,K OS.02'AO'6 �(!-I" W 11x / 6x00 '..J`/ M.O° ^.7� /� - )` P^-/ri'T //FO/ /aJV --1k, "_-_ 14406 Y 1 //102 YEAS '\6.1.--- 4".... /d@Q/ME49 LP it (3 ( I N A R R A T/Y E j1/0 de E30 L T/AE PLIIPatE OF TN/0.KMYEY AW 70 SET/WM13 A 4 O N PFR TNA LYIANTS Aa•00AeT POO A Lor • .i‘C I ; L/NE 4aI{Q74g44r i 4 L I NOLO AMTS Ad.v me CENremmo a.sagii 1/� 72140 ASA M?NGM' `Y'S ALSO MY BALK}O.MEOA/.V61 OO P'...4Ai AEA MO PLAT OI.041,644P0R614N0 Al- 11 a 9 • yO a�NEO TKf:••IR AT O0 ANO TME&VAG CAP 47 y Z ( ¢ AO?TMA/4447-4P-WAY LINE a•a IK 72A/0 AWG 1 •Z O t I • 1 e t I 4I MAN Moog,AMv7S©.OM 4 O s4.TMA AKMT-P., 9 �,\{{ N IN mar Os LW 4440AFA SZ 4MIALN MCASMREO AM 4A6[L k `• i • ^ 94y O O Lv of-0540'#04W me A16w405- a.Sr 72K0 RI \ \ V V 13 4YF. TML.460600 14/77/aow7W(F�a(Jt/M/LR 4 Si , AYQA MAIO FOR TNA S0L/r.LOVA`j"LO}'a. (:41.t L PARCEL Jr 1 a° I y l PROM A I HALO new.o/AIEA./aw Lr asa0 TL7 mc Z J o' tiCANY2FALMIE OP TPA 2 C O C v ARF4.Q2H/40 e P NP. I IOWA.O.90'74 fJTAk� e PLAT N V V V I sago amo-sr. Q> b 3 i PARCEL I I i N o 16 NOV7S Csl s✓Q ovreiR 70 PA ows/240 woos 7047 ANNA+p,ORT S/. .; WARE T#00W/N me OMIS/OW PLAmN6 a. CIAO AC O { ,..1 p I 4er50474 Na L- i o I3 aI ( I S-0ASEM£07 c,S • ( i-I-. WATER 4:5 6✓� /, I L/NE AT PER C" ,,L • %V DEEDED 70 0(0 r ALt90f4'74W Aa.TJ-AOT �, �,P'• i. OEPYRTMENT OF rNANSPORr<7wW ._ OY PAZ Aa 82009016 I I tE' I 96�3 err I I I {, -1 i �C/i /44AESS 1t /� SO 444 / / II f. N.$ 47AO.,' 0"-441 691 • //V a �' -!- la/E le '`--- N.817.or AYE /2440 KW 01,00.4. / • SURYEY far LOT LINE 40✓USTMENTO ; sER• da 'e$ OssaA F o° to. LOTS/3 4/4,ABEVELANO Na 2' a GI 9/TvA7E0/N TME NO 5/SECT/ON J.7 2S,R./KKAL WIA OOP LESFAV0 WASH/3467034 COL/N77;AgE6ON • 0E7,1o746 M04041EN7 9006/40 AS SHOWN. , \e 4.618 11I10 R.S.GREENLEAF ft- CHASE.JONES 4 ASSOCIATES INC. o OENOTAS Set£/I'X 70'/Raw Roo N/MALLOW 55071$3(0 N AL (104+`1BI51 PLOST/C CAP~RAW YN/44J01VOS4 Assoc.' LAND SURVEYOR MARSHALL BROTHERS I�I= 3500 Sw.M4�Rh P.4•44 "ammo.cocoa,l�j, /����� (1915.707) 4Y •4Tp1 tyV.TY e'/Q."....- -C�_ BOOTH a WRIGHT PORTLAND(503)xxe-seN J.'�-2-0-SO (1457.1rn1 GRESNAY(503)669.1234 •4ORS OOPICE 507034.JOHNSON&ODELL IGD}6/90 „01 1:o. PROJECT NO. K SECTION DATE � D FOB Piu346 la=P. o�tt CHA1972.1903) SE.JOREea 7769 0322 FEB 1••L ASSOCIATES.INC. (1055 I DRAWN BY OIECILED BY SCALE 4 •. ._J` 44 SOL E.JONES /'.20' 1 I LEGEND -EXISTING RIGHT OF WAY UNE . —-EXISTING LOT LINE g I -PROPOSED RIGHT OF WAY LINE R -EXISTING CENTERLINE - --PROPOSED SAWCUT LINE g L------- I EXISTING BUILDING GAGE i 1 �'iT / -PROPOSED CURB S r �._I .'.I-PROPOSED CONCRETE 11:11 TIIML -PROPOSED AC PAVEMENT oo 1 _ 24OR SW GONZAGA ST PROPOSED PAVEMENT WIDE10NG I -PROPOSED SIGN I 4 a L[� ) PROPOSED SIDEWALK n COMMERCIAL30' DRIVEWAY PROPOSED STANDARD LURE — rt 1 ANN._I a __— ��� —�I 1' SITE CONSTRUCTION NOTES 1— IGI��' .�i �e�_ :°a. -- ,S_ '— ❑1 CONSTRUCT EXTRUDED CONCRETE CURB,SEE DETAIL ON SHEET C-CW. O I �' _ - moo' 'E 112.97' —O 2❑ CONSTRUCT AC PARKING LOT PAVEMENT SECTION AS SHOWN ON THIS I I ��•—, ©I r 1 A .l S'ROW I `/ SHEET. �' I DEDICAl10N I ✓ 5❑ INSTALL STANDARD PARKING STALL STRIPING.SEE DETAIL ON I ' TMS SHEET. 1 •—L•3 n O II ❑ SESTALL E DETAIL- THIS SHEET A.A.PARKING STALL STRIPING&SIGNAGE. 1 .. —anuo•� W ID CONSTRUCT DOM%SEE DETAIL 5 FT E SHEET AAA.RAMP WITH YELLOW TRUNCATED ^ Z I ...... - EB CONSTRUCT 2'WIDE CURB WT MIN SPLASH PAD. ' I.–x�• _j II (7 1 r z) 2•-1•BALUST ROCK.B•THICK W U I — (/ 3'COMPACTED LEVEL 2 HNAL �W/ LQ 0 o A 0 2041)D MAG 911G OF LL ct zl;W ,�. e'COMPACTED AGGREGATE BASE Cl) .o My" ;S57) COMPACIED TO 9516 OF ASTM D �v(/ Z v2-22, P J04 M41(� P• COMPACTED SU9GRADE ` o O Buns Z X w lin 1. SUBGRADES SHALL BE COMPACTED AND PROOF-ROLLED PWOR TO Q Q IJJ O �11 PLACEMENT OF BASEROCN.FAILURE Of PROOF-ROLL WILL REQUIRE 'V 0 L OVEREXCAVATION. Lt Z 1- O n 1. IF SUBGRADE FAWN THE PROOF-ROLL,SUBGRADE SHALL BE LLI I OVEREXCAVATED TO UNDISTURBED SOIL AND BACKETLLED WITH Q Z II.I Q ALLOW OVER MIN 9,0-02.NON-WOVEN FABRIC AS REOUAED TO ��EE�'� C) ALLOW LgNACTUC Of UPPER(DESIGN)BASEROCK SECTION AND (n `J U I- -----�- TO MAINTAIN STRUCTURAL INTEGRITY OF NATIVE SUBGRADE SOLS. NO RUBBER TIRED EQUIPMENT ALLOWED ON SUBIRADE fOLLOWTNG Z -d *V** -------- _-_-- __L • 50825'OB'E OYEREXC NATION. O G ../777-1„. I12.9] �YN,/� 4. SUBGRADE TO BE PROOF-ROLLED IMMEDIATELY PRIOR TO I TJ//!•1 •` IMEDIIATEELYPRIIORBASE TO PAVING. A NGBASEROCK TO BE PROOF-ROLLED r —_--� 5. CURBS TO BE PLACED A MINIMUM OF)DAYS PRIOR TO RACING Et FINAL BASEROCN AND PAVING. I 5. AGGREGATE BASE SHALL CONSIST OF 5/4"-0 OR 1 1/2'-0 CO MEETING THE REQUIREMENTS OF OSSC 00511.WTI TME EXCEPTION CURB RADII I WEIGHTHPE ASSINGEGATE THE U.S..STANOULD DARD NAVELOO..200 THAN BY DRY ,0 W1 ALL CURB RADS 3'UNLESS OTHERWISE NOTED. I 0 g W 2 PARKING LOT ASPHALT CONCRETE SECTION NOT TO SCALE O 0 T IL a I— 7--- -- TYPICAL A.D.A.PARKING O GN.SEE DETAL ON Z [8.5'-1I.D, SHEET C-IDD. 1V4{.OPpOf i AT 36 DEGREES GG >> 4y,� F 1'NIDE WINE % .. IN-LINE A.D.A.RAMP. Fu 0\ � CITY OF TIGARD 15' PAVEMENT STRIPE SEE SHEET DETAIL ON N TYPICAL SNEEi C-400 1 • PER fFJN C.BMPta PAN Approved ul OVERH MPER ±-__ 7111/ Z uvlumxwrz wnu conditionaily Approved I �+ W W4LaRFor only the work.as described In• a WTTYPICAL A.O.A.PARKINGIO ''''® IMRPERMIT NO. CP���"D09Q� SYMBOL SEE DET L ON8'—+� w F NO1ES SHEET C-400. I 51WPING SHALL NAVE TNG,(2)COATS E PAINT,Low SEA COAT SHALL BE MARKING,FEDERAL SPEC.TIP-115F.SEAL 111) W 1 nom WlflliRE BE COMPATIBLE WITH STRIPING PAINT COMPOUND. NOTE:CONSTRUCTANSTALL FACILITIES IN W .See Letter t0: FollowACCORDANCE WITH ANSI 117.1-03 SECTION 502 a SITE PLAN LANDSCAPING IN BUMPER OVERHANG ZONE TO BE LOW-LONG NAWEA AMac GROUND COVER. � ..� / STANDARD PARKING STALL NOT�CAL A.D.A.PARKING STALL yam.).�pT. .TO SCALE I-. C 1 00 Job Addr=r• , `', i ,.,• - NOT TO SCALE 20 ,D~ O plopIZiiggiimus. - By: rTi tr la e: : �WIIItr' Screening for the parking lot is de d in accordance with parking lot screenii.,, .8.745.050.E.1.a.1 to create a visual barrier. Plants installed will be a balance between low lying and vertical shrubbery and trees on all sides of parking which serves also as the site landscaping, as reflected on page L100. Height will be as specified in Table 18.745.2 within two years and the north side will comply with vision clearance requirements 18.795 and as reflected on page L100 dated 5/30/12. In addition trees and shrub placement is designed to protect from vehicular damage. Lighting shall be provided for crime prevention and to ensure safety of users. Lights will be installed on east and west sides of parking to illuminate a 7 feet column above the parking lot footprint. Provisions for the disabled are provided per ORS Chapter 447,one parking space and loading area for the 15 spaces proposed. In addition Centrex Construction has reviewed criteria from City of Tigard pre-application notes and conference, and complies based on the following: Response to Pre-Application, Engineering Section • Right of Way Dedication Deed will be submitted prior to completion of proposed project. • Street Improvements, Per pre-application conversation, curb,gutter and connecting sidewalk. See attached plan C300 and C400. • Over head utilities lines, Fees will be addressed upon acceptance of SDR. • Sanitary Sewer-Sanitary and sewer services are not necessary for Non-Accessory Parking Lot. • Water Supply-Water services are not necessary for Non-Accessory Parking Lot. • Fire Protection-No additional fire protection is necessary. • Storm Sewer Improvements/Storm Water Quality,See attached Plan C200,C300 and calculations. • Other Comments- • Survey showing lot line adjustment has been recorded with county • Water quality and detention calculations are attached. • Water quality and detention meets CWS.See attached CWS letter. • Transportation Development Tax not required. • Public Facility's Improvement Permit will be acquired upon acceptance of SDR. Response to Pre-Application Conference • Neighborhood Meeting-Completed on 4/6/12 .See attached. • Narrative-included. • Impact Study-Completed on 1/30/12.See attached. • Access-Vehicle access from Gonzaga St.,access 28'wide. • Walk Ways Requirements-Walk ways to and from buildings are not applicable for Non-Accessory Parking Lot. • Special Setbacks-30'from center line of Gonzaga St.See attached plan C-100. • Buffering,Screening,and Landscaping-Along north,east, and south parking boundary. Drainage Swale on west parking boundary. See attached Landscape Plan L100. • Parking- East Stalls are compact,west stalls are standard,and the required handicapped parking is provided. • Clean Water Services-See attached CWS letter. • Tree Removal Plan- No trees will be removed as part of this project. • Clear Vision-See attached plan L100. Respectfully Submitted, S. Ediger Centrex Construction Inc. Seth Edinger January 30,2012 Page 2 of 2 resulting in 30 site trips at capacity. No drop-off or pick-up trips would be expected to occur at the proposed parking lot,since drivers will have the ability to drop off and pick up passengers directly at the destination building rather than at an off-site parking area. No shift work is projected, so each parking space can accommodate a maximum of one employee(or carpool of employees)per day. OFF-SITE IMPACTS While the proposed parking lot will accommodate driveway trips that previously utilized other access driveways, it should be noted that the proposed parking lot would not be expected to increase the number of site trips at area intersections. Trips travelling to and from any building uses associated with the proposed parking lot would have occurred whether or not the proposed parking area is constructed. Additionally,the since the proposed employee parking area is accessed from the same block of the same street that the associated business is located on,the trips will pass through all area intersections in the same manner and at the same time of day as would occur without the addi- tion of the parking lot. Accordingly,the proposed parking lot is not projected to impact the number of trips through any area intersections either during the peak hours or on a daily basis. CONCLUSIONS Based on the location and use of the proposed 15-space parking lot,the associated driveway on SW Gonzaga Street is projected to accommodate a total of 30 to 60 trips per day. A correspond- ing decrease in driveway trips is projected at the site access that currently serves these trips. No net trip increase is projected on SW Gonzaga Street,and no additional trips are projected to pass through area intersections. RECEIVED MEMORANDUM JUN 13 2012 (f') Camino CITY OF TIGARD WRG PLANNING/ENGINEERING Shaping the Future To: Seth Ediger Centrex Construction 5415 SW Westgate Drive From: Seth Gage PE y, REVISION Suite 100 Portland,Oregon 97221 Project Engineer USA Date: May 30, 2012 Phone (503)419.2500 Fax (503)419-2600 Project: Gonzaga Street Parking Lot CardnoWRG#: 21298820 Re: Storm Drainage System Calculations www•cardnowrg.com This memorandum will outline the stormwater system being proposed for the Gonzaga Street Parking Lot located at 7148 Gonzaga Street. The site is located in the City of Tigard and follows City of Tigard and Clean Water Services (CWS) stormwater standards. Overview The site is an 0.36 acre undeveloped field. The proposed parking lot located on the north portion of the property will have an impervious area of 4,534 SF. Per the pre-application conference, stormwater water quality treatment and stormwater detention is required on-site. The south portion of the property will remain undeveloped and does not flow to the proposed conveyance system. The south portion of the property was ignored in the analysis as it is entirely pervious and will remain undisturbed. Requirements The City of Tigard has agreed to enforce Surface Water Management regulations established by CWS. CWS requirements for stormwater treatment and detention are found in Chapter 4 of the Design and Construction Standards. All new impervious area will be treated and detained prior to discharge to the City of Tigard storm system in Gonzaga Street. Water Quality Treatment Water quality treatment will be provided by a rain garden designed in accordance with the CWS Low Impact Design Approaches (LIDA Handbook). The required treatment area is 6% of the impervious area (272 SF). The proposed rain garden will provide a treatment area of 556 SF. Water Quantity Water quantity detention will be provided in accordance with Chapter 4 of the Design and Construction Standards. The 2, 10, and 25 year post-development runoff rates shall not exceed the pre-development runoff rates. The proposed rain garden facility is designed with the required above ground storage volume and a ditch inlet with orifices to control the outflow from the facility to the required rates. Australia • Belgium • Indonesia • Kenya • New Zealand • Papua New Guinea United Arab Emirates • United Kingdom • United States • Operations in 60 Countries Page 2 May 30,2012 L:WarRGagin0 Shaping the Future Rainstorms occur naturally over long periods of time. The most effective way of estimating storm rainfall is by using the hydrograph method. The hydrograph method generates storm runoff based on physical characteristics of the site. The Santa Barbara Urban Hydrograph (SBUH) was used for this analysis. The SBUH method is based on the curve number (CN) approach, and uses the Natural Resources Conservation Service's (NRCS) equations for computing soil absorption and precipitation excess. The SBUH method converts the incremental runoff depths into instantaneous hydrographs, which are then routed through an imaginary reservoir with a time delay equal to the basin time of concentration. The NRCS Type 1A 24-Hour rainfall distribution is an acceptable method for design of conveyance in a flood plain because of the method's conservatism. Stormshed 2nd Generation, by Engenious Systems was used to determine the runoff rate from the basin draining to the Gonzaga St. storm system (See Technical Appendix). The program was also used to size the required storage volume and the orifices in the flow control structure so the flow rates of the 2, 10, and 25 year post-development runoff rates do not exceed the pre-development runoff. Required Discharge Actual Peak Discharge Storm Event Runoff Rate (cfs) Runoff Rate (cfs) 2-year 0.02 0.02 10-year 0.05 0.05 25-year 0.06 0.06 Table 1 —Detained Release Rates Conveyance A spreadsheet developed for the SBUH has been used to determine the runoff from the basin and the pipe conveyance capacity. The proposed storm system for the Gonzaga Street Parking Lott was designed using the 100-year storm event(See Technical Appendix). Conclusion The proposed rain garden and flow control structure satisfies the water quality and water quantity requirements of the City of Tigard and Clean Water Services. The proposed storm system for the Gonzaga Street development was designed using the 100- year storm event. In conclusion, the proposed storm water management system will meet and exceed the requirements of City of Tigard. Technical Appendices Stormshed Results II. TR-55 curve number table III. Conveyance Calculations STORMSHED RESULTS 24 Hour Rainfall Event Precip(in) 2 year 2.5000 10 year 3.4500 25 year 3.9000 100 year 4.5000 EXISTING Event Summary rEvent Peak Q(cfs) Peak T(hrs) Hyd Vol (acft) Area (ac) Method Raintype year 0.0227 [8.00 1E-0105 .1500 SBUH TYPE1A 10 year 0.0491 [8.00 0.0191 0.1500 SBUH 1TYPE1A 25 year 0.0630 8.00 0.0235 0.1500 SBUH TYPE1A 1 I 1 1100 year 0.0824 18.00 10.0297 0.1500 SBUH TYPE1A I I Record Id:EXISTING Design Method SBUH Rainfall type TYPE1A ,Hyd Intv 110.00 min Peaking Factor 484.00 Abstraction Coeff 0.20 Pervious Area (AMC 2) 0.15 ac DCIA 0.00 ac Pervious CN 79.00 DC CN 0.00 Pervious TC 5.00 min DC TC 0.00 min Pervious CN Calc Description SubArea Sub cn Open spaces,lawns,parks(50-75%grass) 10.15 ac 79.00 Pervious Composited CN(AMC 2) 79.00 Pervious TC Calc Type Description Length Slope Coeff Misc TT Fixed 5.00 min Pervious TC 5.00 min PROPOSED Event Summary(Undetained) Event Peak Q(cfs) Peak T(hrs)rHyd Vol(acft) Area(ac)!Method 1Raintype 2 year 0.0677 8.00 0.0236 0.1500 SBUH TYPE1A 10 year 0.0995 8.00 0.0346 0.1500 SBUH TYPE1A 25 year 0.1148 8.00 0.0399 0.1500 SBUH TYPE1A 100 year 0.1354 8.00 0.0470 0.1500 SBUH TYPE1A Record Id:PROPOSED Design Method SBUH Rainfall type TYPE1A Hyd Intv 110.00 min Peaking Factor 484.00 Abstraction Coeff 0.20 ;Pervious Area(AMC 2) 0.04 ac DCIA 0.11 ac Pervious CN 79.00 DC CN 98.00 Pervious TC 5.00 min DC TC 5.00 min Pervious CN Calc Description SubArea Sub cn Open spaces,lawns,parks(50-75%grass) 0.04 ac 79.00 Pervious Composited CN(AMC 2) 79.00 Pervious TC Calc Type Description Length Slope Coeff Misc TT Fixed 5.00 min Pervious TC 5.00 min Directly Connected CN Calc Description 'SubArea Sub cn Impervious surfaces(pavements,roofs,etc) 0.11 ac 98.00 DC Composited CN(AMC 2) 198.00 Directly Connected TC Calc Type Description Length Slope Coeff Misc TT Fixed 5.00 min Directly Connected TC 5.00min Record Id:STORAGE Descrip: Prototype Record Increment 0.10 ft Start El. 101.5000 ft Max El. 105.0000 ft Length 66.5000 ft Width 5.0000 ft Length ss1 3.00h:ly Length ss2 3.0000h:ly Width ssl 3.00h:1v Width ss2 3.0000h:ly LPOOLCOMPUTE [MIDDLE MAN] SUMMARY using Puls (Proposed Detained Flows & Volumes) Event Match Q(cfs) Peak Q(cfs) Peak Stg(ft) Vol(cf) Vol(acft) lime to Empty 2 year 0.0227 0.0226 101.7748 108.22 0.0025 24.33 10 year 0.0491 0.0481 101.9021 169.23 0.0039 24.33 25 year 0.0630 0.0658 101.9520 195.80 0.0045 24.50 Record Id:ORIFICE Descrip: Prototype Structure Increment 0.10 ft Start El. 100.0000 ft Max El. 105.0000 ft Orif Coeff 0.62 Lowest Orif El. 0.00 Lowest Diam 0.7910 in Dist to next 1.8800 ft D2 2.5000 in Dist to next 0.0000 ft I Chapter 2 Estimating Runoff Technical Release 55 Urban Hydrology for Small Watersheds Table 2-2a Runoff curve numbers for urban areas v somm Curve numbers for Cover description hydrologic soil group Average percent Cover type and hydrologic condition impervious area W A B C D Fully developed urban areas(vegetation established) Open space(lawns,parks,golf courses,cemeteries,etc.)a': Poor condition(grass cover<50%) 68 79 86 89 Fair condition(grass cover 50%to 75%) 49 69 CZ—) 84 Good condition(grass cover>75%) 39 61 74 80 Impervious areas: Paved parking lots,roofs,driveways,etc. (excluding right-of-way) 98 98 98 Streets and roads: Paved;curbs and storm sewers(excluding right-of-way) 98 98 98 98 I Paved;open ditches(including right-of-way) 83 89 92 93 Gravel(including right-of-way) 76 85 89 91 Dirt(including right-of-way) 72 82 87 89 Western desert urban areas: Natural desert landscaping(pervious areas only) v 63 77 85 88 • Artificial desert landscaping(impervious weed barrier, desert shrub with 1-to 2-inch sand or gravel mulch and basin borders) 96 96 96 96 Urban districts: Commercial and business 85 89 92 94 95 • Industrial 72 81 88 91 93 Residential districts by average lot size: 1/8 acre or less(town houses) 65 77 85 90 92 1/4 acre 38 61 75 83 87 1/3 acre 30 57 72 81 86 1/2 acre 25 54 70 80 85 1 acre 20 51 68 79 84 2 acres 12 46 65 77 82 Developing urban areas Newly graded areas (pervious areas only,no vegetation) .................._.__..............._. 77 86 91 94 Idle lands(CN's are determined using cover types similar to those in table 2-2c). I Average runoff condition,and la=02S. 2 The average percent impervious area shown was used to develop the composite CN's.Other assumptions are as follows:impervious areas are directly connected to the drainage system,impervious areas have a CN of 98,and pervious areas are considered equivalent to open space in good hydrologic condition.CN's for other combinations of conditions may be computed using figure 2-3 or 2-4. 3 CN's shown are equivalent to those of pasture.Composite CN's may be computed for other combinations of open space cover type. 4 Composite CN's for natural desert landscaping should be computed using figures 2-3 or 2-4 based on the impervious area percentage (CN=98)and the pervious area CN.The pervious area CN's are assumed equivalent to desert shrub in poor hydrologic condition. B Composite CN's to use for the design of temporary measures during grading and construction should be computed using figure 2-3 or 2-4 based on the degree of development(impervious area percentage)and the CN's for the newly graded pervious areas. (210-V1-TR-55,Second Ed.,June 1986) 2-5 STORMWATER CONVEYANCE CALCULATIONS JOB: 21298820 PROJECT: Gonzaga St FILE: Design Stone: 100 YR Storm Duration: 24 HRS Precipitation: 4.5 IN Manning's'n 0.013 AREA AREA CN AREA CN TIME 0 PIPE SLOPE Of O/Of Vf VNf ACTUAL LENGTH INC. TOTAL PERV. PER IMP. IMP. (MIN) (CFS) SIZE V TIME LINE (AC) (AC) (AC) (IN) (FT/FT) (CFS) (%) (FPS) (%) (FPS) (FT) (MIN) North Basin 0.15 0.04 79 0.11 98 5.00 0.15 8 0 0036 0.73 0.21 2.08 0.41 086 19.10 0.37 9882-CD-SBUH-Conveyance.xls\ONSITE CONVEYANCE25YR 5/30/2012 2:55 PM APR 1 7 2012 , \(.3 aii ` ter aa1 ' s • ;thY �MRMNab�+ .4�,.r:: rp,wriln...id-ifl;-...) Greening i 2. Sita Assessment _ _, , . . CeJ Jttrkldictietl .ice sia:•w�urri,s��•_� r t Property Infortna#wn: e�pl e:152.74A001 - `- ii, as i Q .litOa0 -• OP _ .Adam ani '1 Site Address i f ; "r�] ° .. e i i t • t CIO : . . _. 7r'9a-rot 1 l 7L a 3 - phone b k- 3 1 ,o. �e - 7 3 E. NLarast Gros,Street: 7p1 'n L - -- -. _ Development Activity: Check all that aptly Addition leSn le FamilyR ns. cfed_4 is :',.�tti ..>,'---.i,--!----f,.: eside>lAs l pat�bge} �]: Name; . . _ Lot Rine Ai uiiEmenc p Jtllltlpt;Lend Petition " • fr I ' a: !3C'. RetsidPnuel.yondomirrurn 0 Corrtntet+t ial Condominium (a t.. R2esidt'r tial Subdivision o. - -. --' ....42.r ,: ..,._.,_ ::.;, 0 Coo mordnt$tubdivtsion ti - Single Lo CQ nmerciet 0 Multi Lot Cori rcial u-' ,,,,;.,4-..-,&--..,'-.--7..:,7 ,,i,;Mil dirs. ! �''_ pi . Other �t.,r Ki LQ=,- _ _ n,,��� --t7 Emulla.• : t� • a ' CO La WIN the project involve any off-art lyork. 1''T$ 114O 'Vriknown El. and`deet00on afl.I ewott_tP Additional common%o Infoimation that may be needed towideistandyourp _ This application does NOT topleos the owed fowala�+lmd Itteetod Control•POrmitee Coetst doe Sutldite POtAdlty t ie t;levrttepaent ?e*NUa.iE 1,te04C Pei**ar Other perm*a tie:h•ies the nNpIdz l of Environ,denim Qeislili'r of et Lanni aaaror Qe�tMent of the Ateiy,CCE.AO reiT04h0p .and 8141.44.410.00,4101:0d complete lnd4r up 1ca4i4lae4 state and taderat taw,: 04614 tis IC mersrOi�riers aeito. tr tl�prlapr i.ye, nowadg an tNol.e t f pot*.Ystatet Serwices.Jrene'aunho019. wow t1!prole. .0. Sas is ntYfeil OW lanes tort htrpwpo�,R t spoctin oroiat hiset*►hien§trod ganrannte!somata'rented to the pie d let e t may. that 1 dei.thmGrriadt the mot. ithhsd0ipintehhl._10 is tthe best ei la_a ilsdpw•sipt h+ ,Ma•rrsmati*.1 is true.aom$ted and 66-5.00"P theme: e y R d 3 Prim rype7wle:.. e r...tt e - - -sirs"' :` -2-----Zi----ferl.st— -----7,—impitairftigiw " -. ....'fie. 'L ;;FOR.DISTRIC ':USE Y San aiti ve areas potentfaiy exist ort hoe or:wdhin 200'4 the ill_OE APit16144 MIST PERFORM A S1TE AAS 1gNT. • PRIOR TO ISSUANCE Of A. 42WCE!ROVJUER LETTER- If h te.#*-on.the site or wittlrt 200 teat o n" • 'aunt prop sr 61400/..:....., .. . .t ReFlOtt fnsy:nt94 18S rad•,. . d on m• vis•w of to subtru els ane *ii]• ow4e 6,(_00. on Sensity¢*reds de riot JPp82r_,4...0 exist on t• or ,whirr of art 11.4* iuvss Area Pte.S nfng Site went floes NOT:aitntnateihe_need to evaluaate•ark! evert Fwarer quality selii tie areas it tt ey Pte eubsequerdiy d rti+e int wtt -is Sero ti trier letter as requited by Resolution•slid Qrde:07-2Q.Sedan 3;CQ,1 .All requitetipertnds:mrd a w c. alr $s nwst tle obt neci and' • convicted undar`81 7til able b. ;stagy and tedere#1vt DeA4AAGic /4-i'f'plit-S 'r P C et ee-b. 1 .$ased an tii tt of gra thmitte l matdttais arrd best 3v tate Intern atbort a ove Jefecettoed pro t will not aittrtrhrantIy ltrltiert iii ttnp far pr esby$ensltihe•areae)fountrnear- t Etre_ili ve Areu-PtaSctoonitg*qa-JA tment: .; atemoate the:need to evaIt tote-atld t wa tor_gtha r .A�ei-arees,r Brett atFe; y :i ' dam• .$ 4Yft_Senm ypet-$5 nlp@ E(ot(der -as reqused by R **ton turd Order 07 un' t i}Z 4: �t 000044.00.******• be 0410.*d`end q 4 r applicabit tceai,s and f rel law: s Talk Sa+tvks Provider itatris'rwl+ralid-+tits GW; rive aife tn($j arts attached. 0 Ttrc:Drui rc :ti activity dais'nOt meet the tigfmtt to 0_t t trent oF.l4 bl tt Aitgts'd OR$,SZ,046(4, bQ1Sf • •• ASSESSMENT . .SCRSA P PPI `Vt t R_i F tS REOLgRED: Rtl •:d o� :pae Z . Morar r}Kd i1�YbW�rW is,#MMwIKka rkyrCKr C I iiRitir6 r`U:ie.,It's.iOrt ,ki j,n N?Si-S.IZ' .T C'L`abA-,d. . -, . RG��1 V MAY 0 9 2012 CITY OF TIGARD PLANNING/ENGINEERING 'Pi City of Tigard Request for 500' Property Owner Mailing Labels TIGARI) ...ems.,� r;a.:..sgay.iw-- -. . . PROPERTY OWNER INFORMATION IS VALID FOR 3 MONTHS FROM THE DATE OF YOUR REQUEST PHONE:503-718-2714/FAX:503-718-2748/E-MAIL: shelleyl@tigard-or.gov PLEASE INDICATE ALL MAP&TAX LOT NUMBERS (i.e. 1S134AB,Tax Lot 00100)THAT ARE INCLUDED IN YOUR PROJECT OR THE ADDRESSES FOR ALL PROJECT PARCF.I S BELOW: (If more than one (1) tax lot or if the parcel has no address,you must separately identify each tax lot associated with the project) A /(.9/ fl—C_ COCe9 ( 7/VS ck --)74/-7yyter 4) ONLY 1 SET OF LABELS WILL BE PROVIDED AT THIS TIME FOR HOLDING YOUR NEIGHBORHOOD MEETING. After submitting your land use application to the City, and the project planner has reviewed your application for completeness,you will be notified by means of an incompleteness letter to obtain your 2 final sets of labels. IF YOU HAVE BEEN NOTIFIED BY PLANNING TO OBTAIN YOUR LABELS,PLEASE INDICATE BELOW THAT YOU NEED 2 SETS OF LABELS. ❑ Completeness Letter Received Indicating 2 Sets of Envelopes w/Affixed Address Labels Required The 2 final sets of labels need to be placed on envelopes (no self-adhesive envelopes please) with first class letter-rate postage on the envelopes m the form of postage stamps (no metered envelopes and no return address) and resubmitted to the City for the purpose of providing notice to property owners of the proposed land use application and the decision. The 2 sets of envelopes must be kept separate. The person listed below will be called to pick up and pay for the labels when they are ready. NAME OF CONTACT P N: / PHONE: (�3)- 00- �j`-5 NAME OF COMPANY: Ka(1: , 1, FAX: ( )-/ - EMAIL: This request can be sent by e-mail,US mail, 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 listed will be called to pick up their request that will be placed in"Will Call"by the company name (or by the contact person's last name if no company) at the Planning/Engineering Counter in the Permit Center. The cost of processing your request must be paid at the time of pick up,as exact cost cannot 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 - I .00 sheets of labels x$2/sheet=58 x 2 sets= $16.00 ..a. .eet(s)of labels x$2/sheet=S 'Jx sets= J sheets of labels x$2/sheet for interested parties x 2 sets= $ 4.00 1 sheet(s)of labels x$2/sheet for interested parties=l�x_a.sets= GENERATE LIST = $11.00 _ TOTAL = $31.00 TOTAL =$/,) I:\CURPLN\Shirley\Pre-App Packets\500'Property Owner Mailing Labels Request.doc (Updated:2012 Jan) ■ City of Tigard . TIGARD Request for 500' Property Owner Mailing Labels PROPERTY OWNER INFORMATION IS VALID FOR 3 MONTHS FROM THE DATE OF YOUR REQUEST PHONE:503-718-2714/FAX:503-718-2748/E-MAIL: shelleyl@tigard-or.gov PLEASE INDICATE ALL MAP&TAX LOT NUMBERS (i.e. 1 S134AB,Tax Lot 00100) THAT ARE INCLUDED IN YOUR PROJECT OR THE ADDRESSES FOR ALL PROJECT PARCELS BELOW: (If more than one (1) tax lot or if the parcel has no address,you must separately identify each tax lot associated with the project.) -1/;1 / / (7/9 5/0 4 4 'S 7/t, ONLY 1 SET OF LABELS WILL BE PROVIDED AT THIS TIME FOR HOLDING YOUR NEIGHBORHOOD MEETING. After submitting your land use application to the City, and the project planner has reviewed your application for completeness,you will be notified by means of an incompleteness letter to obtain your 2 final sets of labels. IF YOU HAVE BEEN NOTIFIED BY PLANNING TO OBTAIN YOUR LABELS, PLEASE INDICATE BELOW THAT YOU NEED 2 SETS OF LABELS. ❑ Completeness Letter Received Indicating 2 Sets of Envelopes w/Affixed Address Labels Required The 2 final sets of labels need to be placed on envelopes (no self-adhesive envelopes please) with first class letter-rate postage on the envelopes m the form of posts stamps (no metered envelopes and no return address) and resubmitted to the City for the purpose of providing notice to property owners of the proposed land use application and the decision. The 2 sets of envelopes must be kept separate. The person listed below will be called to pick up and pay for the labels when they are ready. NAME OF CONTACT P ERN: I Q n PHONE: (177)2))- �i0-�b NAME OF COMPANY: `Ij,L/ / /`-c f� B1/> FAX: ( )- - EMAIL: This request can be sent by e-mail, US mail, 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 listed will be called to pick up their request that will be placed in"Will Call"by the company name (or by the contact person's last name if no company) at the Planning/ ngineering Counter in the Permit Center. The cost of processing your request must be paid at the time of pick up, as exact cost cannot 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- I 1 sheets of labels x$2/sheet=S$QQ x 2 sets= $16.00 _sheet(s)of labels x$2/sheet=$ L{ x sets- y 1 sheets of labels x$2/sheet for interested parties x 2 sets= $ 4.00 _L sheet(s)of labels x$2/sheet for interested parties=SoL,c_(__sets= 9 GENERATE LIST = $11.00 GENERATE LIST = $11.00 TOTAL = $31.00 TOTAL =$ 17 k I:\CURPLN\Shirley\Pre-App Packets\500'Property Owner Mailing Labels Request.doc (Updated:2012 Jan) Easy Peel®Labels ♦ MI= Bend along line to ®5961TM Use Avery®Template 5161® Fer 'aper expose Pop-up" ?T � 2S101AC00400 2S101AC01000 ACORN TIGARD LLC GIESZLER LIVING TRUST 6950 NE CAMPUS WAY BY GIESZLER,JACOB/M JEAN TRS HILLSBORO,OR 97124 18206 SW FALLATIN LP ALOHA,OR 97007 2S101AC01100 2S101AC90000 AFT-OREGON BUILDING TRUST INC HAMPTON STREET BUI G CONDO 7035 SW HAMPTON ST OWNERS OF ALL UNI TIGARD,OR 97223 , 00000 2S101AC00900 2S101AC01300 BARMASS LLC KAISER FOUNDATION HEALTH PO BOX 23849 PLAN OF THE NORTHWEST#838 PORTLAND,OR 97281 ATTN:GENERAL ACCCOUNTING 11TH F 500 NE MULTNOMAH#100 PORTLAND,OR 97232 2S101AB02000 25101AD03000 BERMAN,JOHN M& KF LLC SUMMERS,MICHAEL L 7407 SW HUNT CLUB DR 7175 SW BEVELAND RD#210 PORTLAND,OR 97223 TIGARD,OR 97223 25101AB02300 2S101AB02400 BOLON,DEAN N LANFARM LLC 4022 NE LADDINGTON CT 16869 SW 65TH AVE STE 166 PORTLAND,OR 97232 LAKE OSWEGO,OR 97035 2S101AB02200 2S101AB02201 CASEY,EDWARD L JR&JOANNE F LESSING 2004 FAMILY TRUST 22255 SW 102ND PL LESSING FAMILY TRUST TUALATIN,OR 97062 BY EWING-FOLEY INC 10061 BUBB RD,STE A CUPERTINO,CA 95014 2S101AD02800 2S101AD02700 CEDAR ENTERPRISES LLC MCCROSKEY,JOHN B 12665 SW 69TH AVE STE 200 1380 MORNING SKY CT TIGARD,OR 97223 LAKE OSWEGO,OR 97034 25101AB02707 2S101AC01600 EAGLE HARDWARE&GARDEN,INC NEIMEYER,JOHN ATTN:TAX DEPT(TA3) 15 82ND DR STE 210 PO BOX 1111 GLADSTONE,OR 97027 NORTH WILKESBORO,NC 28656 2S101AC00100 2S101AC00701 ETZEL,DAVID M&NADINE M OREGON,STATE OF DEPT OF TRANSPO 19129 SW CONZELMANN RD FINANCIAL SERVICES-FILE 51801 SHERWOOD,OR 97140 355 CAPITOL ST NE,RM 434 SALEM,OR 97301 2S101AC00200 2S101AC1+750 FOREST PARK ENTERPRISES LLC ROGERS, - Y R 2104 HOT OAK RIDGE ST 13690 SW -LVE OAKS CT LAS VEGAS,NV 89134 TIGARD,SSR 9 '24 Etiquettes faciles peler ♦ i Repliez a la hachure afin de www.avery.com A1ICDV® CIG9® Ccnc do rhnrncmcnt rGublcr is rchnrrl Pnn-unTM l_Qnn_nA-Aur v Easy Peel®Labels A i 1 Bend along line to9C:\ 61Tm ! Use AvUse Avery®Template 5161® Fey 1per ''' ''j expose Pop-up .TM A 2S101AC00800 2S101AD02900 ROGERS,ROY R TRIANGLE TERRACE,LLC 13690 SW TWELVE OAKS CT 12600 SW 72ND AVE#200 TIGARD,OR 97224 TIGARD,OR 97223 2S101AC006 2S101AB02100 ROTH LIVING U UNITED PACIFIC PROPERTIES LLC BY ROTH,JT JR THERESA A TRS 7157 SW BEVELAND ST STE 200 12600 SW 72N A ,STE 200 TIGARD,OR 97223 TIGARD,OR 223 25101AC00 2S101AC01900 ROTH LIVING T ST WASHINGTON COUNTY SCHOOL BY ROTH,JT J HERESA A TRS DISTRICT NO.23 12600 SW 72 AV ,STE 200 6960 SW SANDBURG ST TIGARD,OR 97223 TIGARD,OR 97223 2S101AC001 2S101AD03100 ROTH LIVING UST WESTON INVESTMENT CO BY ROTH,JT THERESA A TRS 2154 NE BROADWAY 12600 SW 72 D A ,STE 200 PORTLAND,OR 97232 TIGARD,OR 97223 2S101AC00600 2S101AB01900 ROTH LIVING TRUST WHITETHORN,LLC BY ROTH,JT JR&THERESA A TRS 12465 SW 72ND AVE 12600 SW 72ND AVE,STE 200 PORTLAND,OR 97223 TIGARD,OR 97223 2S101AB02500 2 1S 01AB02708 SHIM,STEVE TRUST WHI THO�R�N/, LMC L 72 14347 SW KOVEN CT 12465 S ND AVE TIGARD,OR 97224 PORT ,OR 97223 2S101AC90011 SPECIAL DISTRICTS ASSOCIATION OF 727 CENTER NE SALEM,OR 97301 2S101AC90022 SPECIAL DISTRICTS ASSOCIATION OF BY GREG BAKER PO BOX 12613 SALEM,OR 97309 2S101AA09600 TAYLOR,CHARLES F P O BOX 1452 LAKE OSWEGO,OR 97035 2S101AC01801 TIGARD-TUALATIN SCHOOL DISTRICT 23J 6960 SW SANDBURG ST TIGARD,OR 97223 Etiquettes faciles h peler A � Repliez a la hachure afin de www.avery.com r,.:I:�.....I.. . ..L...:. w%/r1,,®ree.101) Cnw<ran eh mresesnrs • dan+ rintalor to rol+nrrl Dnn-rinTM A onn ft" A\lCOV Easy Peel®Labels tMINIM I Bend along line to n �® AVERY®5961TM Use Avery®Template 5161® Fer ,per expose Pop-up' T V A Nathan and Ann Murdock Mildren Design Group 7415 SW Spruce Street Attn: Gene Mildren Tigard, OR 97223 7650 SW Beveland Street, Suite 120 Tigard, OR 97223 Sue Rorman Susan Beilke 11250 SW 82nd Avenue 11755 SW 114th Place Tigard, OR 97223 Tigard, OR 97223 Naomi Gallucci Dayle D. & Evelyn O. Beach 11285 SW 78th Avenue 11530 SW 72nd Avenue Tigard, OR 97223 Tigard, OR 97223 Todd Harding and Blake Hering Jr. Shannen Williams Rappold Norris Beggs & Sim son Marketing/Business Development Manager g$ p Perlo Construction 121 SW Morrison, Suite 200 7190 SW Sandburg Street Portland, OR 97204 Portland, OR 97223 Brad Spring Heidi Brenneman 7555 SW Spruce Street 11680 SW Tigard Drive Tigard, OR 97223 Tigard, OR 97223 Alexander Craghead Patty Newth 12205 SW Hall Boulevard 12180 SW Merestone Court Tigard, OR 97223-6210 Tigard, OR 97223 Gretchen Buehner Lora Garland 13249 SW 136th Place Records Management Specialist 13125 SW Hall Blvd Tigard, OR 97224 Tigard, OR 97223 John Frewing 7110 SW Lola Lane Tigard, OR 97223 CPO 4B 16200 SW Pacific Highway, Suite H242 Tigard, OR 97224 CPO 4M Pat Whiting 8122 SW Spruce Tigard, OR 97223 EtiquertigsQficiiiinpag INTERESTED PARTIES A (iAcurpin\setupllabels\CkleittsiAlAachureafindeUPDATE Ii -e14.com nnn r iv wanrnv Pauly, Rogers and Co., P.C. Neighborhood Meeting April 6, 2012 Attendees: Erin McClintock, Operations Support Pauly, Rogers and Co., P.C. (Applicant) Thomas Severson, Director of Field Operations Centrex Construction, Inc. (Developer) None of the invited neighbors attended the meeting. STATEMENT OF PURPOSE THE FOLLOWING NOTICE SHALL BE READ TO ATTENDEES AT THE BEGINNING OF A NEIGHBORHOOD MEETING. This meeting is regarding a parking lot , located at 7148 SW Gonzaga St. , and is being held as required by the City of Tigard development review process. The purpose of this meeting is to inform neighbors of the project as currently planned. This meeting is not a decision forum and is not to approve or disapprove the project in whole or in part. It is to share information regarding the project and to solicit constructive input from neighbors and affected property owners. Application for the project being discussed here has not yet been submitted to the City. Therefore, the project will be at various stages of planning and some details may not be available at this time. Property owners of record within 500 feet should have received neighborhood meeting information and a list of frequently asked questions along with the notice of this meeting. This meeting is not attended by city staff in order to encourage dialogue between the developer and affected neighbors. Your comments and questions will be taken down and submitted with the application for consideration by the city planning staff. Property owners within 500 feet will be notified after a complete application is submitted. They will be provided an opportunity to comment. Any appeals are decided based on the provisions of applicable laws and the development code. For questions regarding the development review process, please contact the City of Tigard Planning Department. For project details,you will need to contact the developer. Neighborhood Meeting April 6, 2012 Project Details Project: 16-Space Parking Lot 7148 SW Gonzaga St. Tigard, OR 97223 Please see attached Site Plan for details Applicant: Pauly, Rogers and Co., P.C. Roy R. Rogers, Managing Partner 12700 SW 72nd Ave. Tigard, OR 97223 (503) 620-2632 (503) 684-7523 FAX Developer: Centrex Construction, Inc. Stephen Leasure, Director of Planning Thomas Severson, Director of Field Operations 8250 SW Hunziker St. Tigard, OR 97223 (503) 684-0443 (503) 620-6692 FAX F F. .Vrt OF MAILING- OS_ JskiG E.GHBORHOOI) AMEG NonCE IMPORTANT NOTICE: THE .AMICANT 48 REQUIREDMA . THE gay Opp TIGARD A COPY OF THE NEIGHBORHOOD MEETING NOTBt8 THAT PERTAINSTO THIS AFFIDAVIT Ax THE SAME TIME PROPERTY OWNERS ARE MAILED NOTICE,TO'THI3. ADDRESS BELOW: City ofT,tgard Planning Division . 13t25SW Hall Boulevard Tigard,OR 97223-8189 INADDlTION;THE APPLICANT SHALL SUBPAIT THIS AFFIDAVIT&COPIES OF ALL NOTICES AT THE TIME OF APPLICATION. MAILING, I., ling `g. Rogers being duly sworn,depose and say that on the 14th- day.of March 20_12_,,I to have mailed to each of the persons on the attached list,_a notice;at meeting to&cuss;*proposed development st *near) 7148 SW Gonzaaa St.. lir ard. OR. 97223 ,a:copy ofwhich notice so.matled is ata ached`nuatc and madea.part of hereof I, her state that'aid.notices WC=encloser in envelopes plainly addressed to said persons and were deposited on the date indicated 44o40A'thctI S Post Office roc adat 12216 SW Main Sc., Tigard. OR. 97223 with postage;Unpaid thereon. • . 47:,..-si.' ite .A, . . aSie a of a No eYPublicj. POSE: I, Rog` R. Rogers ..do gram duty am,(iepeesm4 the_,party:rant tg intermit:1u i proposed lane use application for a parking Int affecting the land Taceted at latite the approximate Iowa(s)IFnoaddresa(sjand anj u(*44 canes*irgistezed) 7148 SW Ganz aga St.. Tigard Q$ 97223 =dad oe: 2nd argot March 20 1.2 personally post notice ivy+ging that the site may a propos' for a development review kmd use application,teid dice tine,date andplace of a neighborhood meeting to discuss the ptopoea. The sign was posted-at the roadside of the property, along SW Gonzaga St. (State the location you posted notice on property) i/dZatute./ ', (lthe lmmce Of a Nosy Pnb1ic) Crigs SECUONT FORA SUMS OF OREGoiNtitstoTARY minxTp.(OMPLETE/NOTASI7E) 0 O itit ItAli10/1 ) rr Subscribed and sworn/affirmed before me on the 2 day of 11 bt/ .-2g 1 t : AMA) . •. p(rptt;lAL SEAL .22 NOT PUBLIC OF OREGON p.. "t BRAND),J MC WILLIAMS AlyC.arzn ion *`^-- : i .' #ly P -LIC-OREGCN . ...Via" . t . '" .MON EXPIRES. OCT.8.2O12 Acorn Tigard, LLC Gieszler Living Trust Steve Shim Trust 6950 NE Campus Way 18206 SW Fallatin Loop 14347 SW Koven Ct. Hillsboro, OR 97124 Aloha, OR 97007 Tigard, OR 97224 AFT-Oregon Building Trust, Inc. Kaiser Foundation Health Plan Special Districts Association of Oregon 7035 SW Hampton St. 500 NE Multnomah, Suite 100 727 Center St. NE Tigard, OR 97223 Portland, OR 97232 Salem, OR 97301 Barmass, LLC KF, LLC Greg Baker PO Box 23849 7407 SW Hunt Club Dr. Special Districts Association of Oregon Sal Box 12613 97 Portland, OR 97281 Portland, OR 97223 Salem, OR 97309 John Berman & Michael Summers Lanfarm, LLC Charles Taylor 7175 SW Beveland Rd., Suite 210 16869 SW 65th Ave., Suite 166 PO Box 1452 Tigard, OR 97223 Lake Oswego, OR 97035 Lake Oswego, OR 97035 Dean Bolon Lessing Family Trust Tigard-Tualatin School District 4022 NE Laddington Ct. 10061 Bubb Rd., Suite A 6960 SW Sandburg St. Portland, OR 97232 Cupertino, CA 95014 Tigard, OR 97223 Edward & Joanne Casey John McCroskey Triangle Terrace, LLC 22255 SW 102nd PI. 1380 Morning Sky Ct. 12600 SW 72nd Ave., Suite 200 Tualatin, OR 97062 Lake Oswego, OR 97034 Tigard, OR 97223 Cedar Enterprises, LLC John Neimeyer United Pacific Properties, LLC 12665 SW 69th Ave., Suite 200 15 82nd Dr., Suite 210 7157 SW Beveland St., Suite 200 Tigard, OR 97223 Gladstone, OR 97027 Tigard, OR 97223 Eagle Hardware & Garden, Inc. Oregon Department of Transportation Weston Investment Co. PO Box 1111 Financial Services File 51801 2154 NE Broadway 35North Wilkesboro, NC 28656 Capitol Room 434 Salem, 97 OR 9730011 Portland, OR 97232 David & Nadine Etzel Roy Rogers Whitehorn, LLC 19129 SW Conzelmann Rd. 13690 SW Twelve Oaks Ct. 12465 SW 72nd Ave. Sherwood, OR 97140 Tigard, OR 97224 Portland, OR 97223 Forest Park Enterprises, LLC Roth Living Trust Nathan & Ann Murdock 2104 Hot Oak Ridge St. 12600 SW 72nd Ave., Suite 200 7415 SW Spruce St. Las Vegas, NV 89134 Tigard, OR 97223 Tigard, OR 97223 Sue Rorman Susan Beilke 11250 SW 82nd Ave. 11755 SW 114th PI. Tigard, OR 97223 Tigard, OR 97223 Naomi Gallucci Dayle & Evelyn Beach 11285 SW 78th Ave. 11530 SW 72nd Ave. Tigard, OR 97223 Tigard, OR 97223 Todd Harding & Blake Hering, Jr. Shannen Williams Rappold Norris Beggs & Simpson Perlo Construction 121 SW Morrison, Suite 200 7190 SW Sandburg St. Portland, OR 97204 Portland, OR 97223 Brad Spring Heidi Brenneman 7555 SW Spruce St. 11680 SW Tigard Dr. Tigard, OR 97223 Tigard, OR 97223 Alexander Craghead Patty Newth 12205 SW Hall Blvd. 12180 SW Merestone Ct. Tigard, OR 97223 Tigard, OR 97223 Gretchen Buehner Lora Garland 13249 SW 136th PI. Records Management Specialist Tigard, OR 97224 13125 SW Hall Blvd. Tigard, OR 97223 John Frewing 7110 SW Lola Ln. Tigard, OR 97223 CPO 4B 16200 SW Pacific Hwy., Suite H242 Tigard, OR 97224 Pat Whiting CPO 4M 8122 SW Spruce St. Tigard, OR 97223 Gene Mildren Mildren Design Group 750 SW Beveland St., Suite 120 Tigard, OR 97223 NOTICE OF NEIGHBORHOOD MEETING March 14, 2012 RE: New Parking Lot Dear Interested Party: I am the managing partner of Pauly, Rogers and Co., PC located at 12700 SW 72nd Avenue, Tigard, OR 97223. We are considering proposing a New Parking Lot at this location. Prior to applying to the City of Tigard for the necessary land use approvals, I would like to discuss the proposal in more detail with the surrounding property owners and residents. You are invited to attend a meeting on: Friday, April 6th, 2012 5:00 p.m. to 7:00 p.m. Pauly, Rogers and Co., PC 12700 SW 72nd Avenue Tigard, OR 97223 Please note this will be an informational meeting on preliminary plans. These plans may be altered prior to the submittal of the application to the City. I look forward to discussing the proposal with you in further detail at the meeting above. If you have any questions,please feel free to call me at(503) 620-2632. Sincerely, Xje-vS Roy R. Rogers, Managing Partner Pauly,Rogers and Co., PC Enclosures 2 101AB019,0 o Area Notified (500 Ft) aml. • . .:,-,,aS101AB0220T 2S101AB02300 a j101AE30 0;- t 1-. 1:1, Pauley Rogers 2S101AB0271 Tax ID: 2S101AC00800 BEVELAND RD Contact:Tara ANN 503-620-2632 RE: 7148 SW Gonzaga St. 2S101AC00601 2S101AC00600 2S101AB02500 2S101AB02400 2S '1AA09600 90r 2S101AC00602 2S101AC00603 2S101AC00400 4.101AC001eI IQ 01AD02700 a a z GONZAGA ST fsiN. n 1 AD02600 P::::$r. Subject Site 2S101AC0070 ,2,•.zcCc:'.1 2S101AC00900 .s101AC010s'y101A000201 2S101 . 00701 I I e1AD02900 Property owner information is valid for 3 months from the date printed on 2S101AC90000 2S101AC01300 'S101AC01100 this map. S101AC01801 2S101,A6900 1 2S10 . 0,IP2 ._a 2S 01AD03000 HAMPTON ST ,,, a NMap Printed.07-Mar-12 O n Information on this map is for general location only and should be verified with the Development Services Division. DATA IS DERIVED FROM MULTIPLE SOURCES THE CITY OF TIGARD MAKES NOT WARRANTY,REPRESENTATION.OR GUARANTEE AS TO THE CONTENT.ACCURACY,TIMELINESS OR COMPLETENESS OF ANY OF THE DATA PROVIDED HEREIN THE CITY OF TIGARD SHALL ASSUME NO LIRARRRY FOR ANY ERRORS,OMISSIONS.OR INACCURACIES IN THE INFORMATION PROVIDED REGARDLESS OF HOW CAUSED 2S101AC01600 COMMUNITY DEVELOPMENT DEPARTMENT 2S 101 AD03100 City of Tigard GO 35D TIGARD APs tTigera OR 97223 : t 3125 SW Hall Blvd IL • Feet 503 639-4171 www M1gard-or gov TIr;ARh CITY OF TIGARD .111 PRE-APPLICATION CONFERENCE NOTES (Pre-Application Meeting Notes are Valid for Six(6)Months) 116 A K I) PRE-APP.MTG.DATE: /0/a STAFF AT PRE-APP.: 'r NON-RESIDENTIAL APPLICANT: CENTREX Construction, Inc AGENT: Seth Ediger 'Phone: (503) 684-0443 _ Phone: L503) 686-5129 PROPERTY LOCATION: ADDRESS/GENERAL LOCATION: 7148 SW Gonzaga Street TAX MAPS)/LOT#(S): 2S 101 AC00800 NECESSARY APPLICATIONS: Site Development Review(as non-accessory parking lot) PROPOSAL DESCRIPTION: Construct a 63'X71'paved parking lot with 17 spaces with sidewalk, landscape. screening, and water quality improvements. COMPREHENSIVE PLAN MAP DESIGNATION: MUE: Mixed Use Employement ZONING MAP DESIGNATION: MUE ZONING DISTRICT DIMENSIONAL REQUIREMENTS (Refer to Code Section 18.520.2 table) MINIMUM LOT SIZE:None sq. ft. Average Min lot width: 80 ft. Max.building height: 45 ft. Setbacks; Front:0 ft. Side:0/20 ft. Rear:0/20 ft. Comer-Q ft from street. MAXIMUM SITE COVERAGE: 85%.Minimum landscaped or natural vegetation area: 15%. El NEIGH$ORHOOD MEETING (Refer to the Neighborhood Meeting Handout) THE APPLICANT SHALL NOTIFY ALL PROPERTY OWNERS WITHIN 500 FEET, INTERESTED PARTIES,AND THE CITY QF 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. ® 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. CITY OF TIGARD Pre-Application Conference Notes Page 1 of 8 NON-Residential Application/Planning Division Section ® IMPACT STUDY (Refer to Code Sections 18390.040 and 18390.050) As a part of the APPLICATION SUBMITTAL REQUIREMENTS, applicants are required to JNCLUD$ 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. ® ACCESS (Refer to Chapters 18.705 and 18.765) Minimum number of accesses:l. Minimum access width:30. Minimum pavement width:24 All driveways and parking areas,except for some fleet storage parking areas,must be paved. Drive-in use queuing areas:n/a. ® WALKWAY REQUIREMENTS (Refer to Code Section 18.705.030) 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 should be constructed between a new development and neighboring developments. ® SPECIAL SETBACKS (Refer to Code Chapter 18.730) > STREETS: 30 ft feet from the centerline of Gonzaga St. > LOWER INTENSITY ZONES:n/a feet,along the site's n/a boundary. > FLAG LOT: 10-FOOT SIDE YARD SETBACK ® SPECIAL BUILDING HEIGHT PROVISIONS (Refer to Code Section 18.730.010.B.) BUILDING HEIGHT EXCEPTIONS -Buildings located in a non-residential zone may be built to a height of 75 feet provided that: s A maximum building floor area to site area ratio (FAR)of 1.5 to 1 will exist; M. All actual building setbacks will be at least half(1/2) of the building's height; and The structure not abut a residential zoned district ® BUFFERING AND SCREENING (Refer to Code Chapter 18.745) 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 BUFFER WIDTHS applicable to your proposal area are: 5 feet along north boundary. 0 feet along east boundary. 0 feet along south boundary. feet along west boundary. IN ADDITION, SIGHT OBSCURING SCREENING IS REQUIRED ALONG:all perimeter. CITY OF TIGARD PreApplication Conference Notes Page 2 of 8 NON-Residential Applies on/Plenning Division Section ® LANDSCAPING (Refer to Code Chapters 18.745,18.765 and 18.705) 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 mu um caliper of at least two (22) 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. These design features may include the use of landscaped berms,decorative walls,and raised planters. ❑ RECYCLING (Refer to Code Chapter 18.755) 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 patking lot is prohibited. Much of Tigard is within Pride Disposal's Service area. Pride Disposal can be reached at(503) 625-6177. ® PARKING (Refer to Code Section 18.765.040) REQUIRED parking for this type of use:n/a. Parking SHOWN on preliminary plan(s):177 SECONDARY USE REQUIRED parkingn/a. Parking SHOWN on preliminary plan(s):n a. NO MORE THAN 50%OF REQUIRED SPACES MAY BE DESIGNATED AND/OR DIMENSIONED AS COMPACT SPACES. PARKING STALLS shall be dimensioned as follows: M. Standard parking space dimensions: 8 feet,6 inches x 18 feet, 6 inches. Pp Compact parking space dimensions: 7 feet,6 inches x 16 feet,6 inches. Note: Parking space width includes the width of a stripe that separates the parking space from an adjoining space. Note: A maximum of three (3)feet of the vehicle overhang area in front of a wheel stop or curb can be included as part of required parking space depth. This area cannot be included as landscaping for meeting the minimum percentage requirements. 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,is 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 ARE REQUIRED FOR MULTI-FAMILY, COMMERCIAL AND INDUSTRIAL DEVELOPMENTS. Bicycle racks shall be located in areas protected from automobile traffic and in convenient locations. ❑ LOADING AREA REQUIREMENTS (Refer to Code Section 18.765.080) Every COMMERCIAL OR INDUSTRIAL BUILDING IN EXCESS OF 10,000 SQUARE FEET shall be provided with a loading space. The space size and location shall be as approved by the City Engineer. ❑ BICYCLE RACKS (Refer to Code Section 18.765) 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. CITY OF TIGARD Pre-Application Conference Notes Page 3 of 8 NON-Residential Application/Planning Division Section ❑ SENSITIVE LANDS (Refer to Code Chapter 18.775) The Code provides REGULATIONS FOR LANDS WHICH ARE POTENTIALLY UNSUITABLE FOR DEVELOP'M NT 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. HOWE 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 rtions for the use, protection, or modification of sensitive lands areas. RESIDENTIAL DEVELOPWNT IS PROHIBITED WITHIN FLOODPLAINS. ❑ STEEP SLOPES (Refer to Code Section 18.775.080.C) 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 indude specific recommendations for achieving the requirements of Section 18.775.080.C. ® CLEAN WATER SERVICES (CWS)BUFFER STANDARDS (Refer to CWS R&O 07-20/USA Regulations-Chapter 3) 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: TABLE 3.1 VEGETATED CORRIDOR WIDTHS • SOURCE: CWS DESIGN AND CONSTRUCTION STANDARDS MANUAL/RESOLUTION&ORDER 07-20 i1 3I'I IVB EA DEFINITION• SLOPE ADJACENT WIDTH OP VEGETATED TO.SENSITIVE A.a A4 CORRIDOR PER SIDES • Streams with:intermittent flow draining: <25% I 10 to<50 acres 15 feet I >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 I >50 to<100 acres 50 feet • Existing or created wetlands >25% Variable from 50-200 feet. Measure in 25- • Rivers,streams,and springs with year-round flow foot increments from the starting point to • Streams with intermittent flow draining>100 acres the top of ravine(break in<25%slope), • Natural lakes and ponds add 35 feet past the top of ravine6 4Starting 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. Intenmttent springs,located a minimum of 15 feet within the river/stream or wetland vegetated corridor,shall not serve as a starting point for measurement. 5Vegetated corridor avenging or reduction is allowed only when the vegetated corridor is certified to be in a marginal or degraded condition. • 6The 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. • • CITY OF TIGARD Pre-Application Conference Notes Page 4 of 8 NON-Residential Application/Planning Division Section 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 providedfor in the CWS Design and Construction Standards: Location of Vegetated Corridor: IN ANY RESIDENTIAL DEVELOPMENT WHICH CREATES MULTIPLF 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 CWS R&O 07-20 sensitive area requirements. If there are no sensitive areas,CWS must still issue a letter stating a CWS Service Provider Letter is not required. ❑ 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. Z TREE REMOVAL PLAN REQUIREMENTS (Refer to Code Section 18.790.030.0 and the "Tree Plan Requirements Handout" included in your pre-application conference packet) 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 WHEREVER POSSIBLE (Address all items in the City's Tree Plan Requirements Handout). THE TREE PLAN SHALL INCLUDE the following: No Identification of the location, size and species of all existing trees including trees designated as significant by the City; 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 18.790.060D 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.; I 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.; I 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 N. 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. • CITY OF TIGARD Pee-Application Conference Notes Page 5 of 8 NON-Residential Application/Planning Division Section ❑ MITIGATION (Refer to Code Section 18.790.060.E.) REPLACEMENT OF A TREE shall take place according to the following guidelines: ► A replacement tree shall be a substantially similar species considering site characteristics. to If a replacement tree of the species of the tree removed or damaged 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: I 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 18.795) The Cityrequires that CLEAR VISION AREAS BE MAINTAINED BETWEEN THREE(3)AND EIGHT(8) FEET HEIGHT at road/driveway,road/railroad, and road/road intersections. The size of the required dear vision area depends upon the abutting street's functional classification and any existing obstructions within the dear vision area. ❑ ADDITIONAL LOT DIMENSIONAL REQUIREMENTS (Refer to Code Section 18.810.060) 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 21/2 TIMES THE AVERAGE WIDTH,unless the parcel is less than 11/a times the minimum lot size of the applicable zoning district. CODE CHAPTERS ❑ 18.330(Conditional use) ® 18.620(Tigard Triangle Design Standards) ❑ 18.760(Nonconforming Siprab ns) ❑ 18.340(Direcbrs Iruberpretation) ❑ 18.630(Washington Square Regime'Center) ® 18.765(Oft-Street Parking/Wading Requirements) ❑ 18.350(Planned Development) ❑ 18.640(Durham curry Design standards) ❑ 18.775(sensitive ids Review) ® 18.360(Sue Development Review) ® 18.705(A e s gmssicira,leran) El 18.780(signs) • ❑ 18.370(VariancaatAdjustments) ❑ 18.710(Accessory Residential tints) ❑ 18.785(Temporary use Pte) ❑ 18.380(zoning Map/Text Amendments) ❑ 18.715(Density computations) Z 18.790(Tree Removal) ❑ 18.385 onisookineoub pemgts) ❑ 18.720(Design Compaibity Standards) Z 18.795 visual Clearance Areas) ® 18.390(Decision Making Procedures/Impact Study) ❑ 18.725(Environmental Performance Standards) ❑ 18.798(Wireless Communication Facaaities) El 18.410(tot tine Adm) ® 18.730(Exceptions To Development Standards) ® 18.810(Street 8 utility Improvement Standards) ❑ 18.420(Land Pardons) ❑ 18.740(boric Overlay) • ❑ 18.430(subdivisions) ❑ 18.742(Home Occupation Pendia) • ❑ 18.510(Residentialzadng Districts) ® 18.745(Landscaping&saeenag standards) D18.520(commercial zoning Districts) ❑ 18.750(Manufactured/Mai Home Regulations) 18.530(Industrial zoni g Districts) ❑ 18.755(M6ced Sold Wast diecyding Storage) CITY OF TIGARD Pre-Application Conference Notes Page 6 of 8 NON-Residential Application/Planning Division Section ADDITIONAL CONCERNS OR COMMENTS: TDC18.620 Tigard Triangle .,,"t� Parking must be behind a landscaped area constructed to an L-1 Landscape Standard. The minimum depth of the L-1 landscaped area is 5 feet. Interior side and rear yards shall be landscaped to a L-2 Landscape Standard. /13'ay Signage shall comply with the requirements of the C-P Zone. Additional setbacks are goverened by 18.730.040.A (See Dev Engr notes). Non accessory parking requires one van accessible ADA parking space. A tree plan is required by a certified arborist. Final sight distance prepared by a registered engineer is required. Vision clearance must be reflected on the plans.. PROCEDURE 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 APPLICATIONS 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 5:00 PM. Maps submitted with an 4pplication shall be folded IN ADVANCE to 81/2" x 11". One,81/2" x 11" map o#' a proposed project shall be submitted for attachment to the staff report or administrative decision. Applications 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. 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 follows all land use decisions. An appeal on this matter would be heard by the Tigard Hearings Officer. 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. 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. CITY OF TIGARD Pte-Application Conference Notes Page 7 of 8 NON-Residential,Application/Planning Division Section 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 IN WHICH 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 staff relative 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: Darrel"Hap"Watkins CITY OF TIGARD PLANNING DIVISION PHONE: 503-639-4171 FAX: 503-718-2478 DIRECT: 503-718-2440 EMAIL: hap@tigard-or.gov TITLE 18(CITY OF TIGARD'S COMMUNITY DEVELOPMENT CODE)INTERNET ADDRESS: www.tigard-or.gov H:\patty\masters\Pre-App Notes Commercial.doc Updated: 16-May-08 CITY OF TIGARD Pre-Application Conference Notes Page 8 of 8 NON-Residential Application/Planning Division Section PRE-APPLICATION CONFERENCE NOTES ENGINEERING SECTION TIUAKD City el Tigard,Orem Community Deve(apment SfiaptiV1 Better Community PUBLIC FACILITIES Tax Moats): 2S101ACOQ600 Tax Lot 800 Use Type: NE 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 Gonzaga Street to 30 feet from centerline of ROW. This appears to be an additional 5 feet of ROW from the existing north property line of the lot. SW to feet Street improvements: Z Half-street improvements will be necessary along SW Gonzaga Street, to include: ® 17 feet of pavement curb to.eurb- • concrete curb and gutter ® storm sewers and other underground utilities ® 12-foot concrete sidewalk with tree wells, or 8-foot concrete sidewalk with 4-foot planter- • street trees ® street signs, traffic control devices, streetlights and a two-year streetlight fee. [1 Other: CITY OF TIMAR9 Pre-Aufication Coulerence Noes Paget W S Development Engineering 18.730.040 Additional Setback Requirements: This section sets requirements for additional setback distance from roadways. The minimum yard requirement shall be increased in the event a yard abuts a street having a right-of-way width less than required by its functional classification on the city's transportation plan map and, in such case, the setback shall be not less than the setback required by the zone plus one-half of the projected road width as shown on the transportation map. This is applicable only if ROW dedication is not required or not roughly proportional to the impact of the development. With dedication, the roadway along the frontage would be at its ultimate section. if no dedication is made for whatever reason, then this requirement would be applied to the project. 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.) N/A (2.) Overhead Utility Lines: ® Section 18.810.120 of the Tigard Municipal Code (TMC) requires all overhead utility lines adjacent to a development to be placed underground or, if approved by the City Engineer, 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 approved, it is equal to $ 35.00 per lineal foot of street frontage that contains the overhead lines. The overhead utilities are on the north side of Gonzaga. Fee-in-lieu payment will be required at a rate of$35.00 per lineal foot of frontage for the length of the lines on the street. Sanitary Sewers: Sanitary sewer service lateral shall be extended to the lot prior to construction of the half-street improvements. This is to ensure that any future development does not require digging into the half- street improvements constructed with this project. Water Supply: 1. Tualatin Valley Water District is the service provider in this area. Coordinate with TVWD for water service details. 2. A water service lateral shall be extended into the lot for any potential future service. Fire Protection: Tualatin Valley Fire and Rescue District (South Division) [Contact: John Wolff 503-259-1504] provides fire protection services within the City of Tigard. The District should be contacted for information regarding the adequacy of circulation systems, the need for fire hydrants, or other questions related to fire protection. CiTY OF TIGARD Pre-Application Conference Notes Page 2 of 5 Development inglneerIng No need for fire protectio, ,n the parking lot. However, coordina,.. with TVF&R on the need for any potential fire flow requirements to be installed with this project in anticipation of any future development on the lot. Storm Sewer Improvements: All proposed development within the City shall be designed such that storm water runoff is conveyed t© 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. Storm water detention is required on site. Underground storm drainage is required as part of the half- street improvements on SW Gonzaga Street. Provide a plan that shows how the storm drainage system for the site and for the frontage along SW Gonzaga Street connects to the public system. Storm Water Quality: The City has agreed to enforce Surface Water Management (SWM) regulations established by Clean Water Services (CWS) Resolution and Order No. 07-20, 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 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 impervious surfaces created; for every 2,640 square feet, or portion thereof. Please contact the Building Division for the current fee. Preliminary sizing calculations for any proposed water quality facility shall be submitted with the development application. It is anticipated that this project will require: ® Construction of an on-site water quality treatment facility is required. f l 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 ft existing or proposed facilities are not otherwise readily accessible. Other requirements are: 1. The lot apparently extends into the parking lot of the building to the west of the property. There is a i survey showing a lot line adjustment the lot line on the west side of the lot being moved eastward completely out of the parking lot of the adjacent building. However, County records do not show that the adjustment was actually completed. If the intent is to approach this as a separate lot with parking on it, then the lot line adjustment needs to be completed. If it is not completed, the parking lot may be considered as a major modification to the land use action of the adjacent lot to the west. That will have ramifications on ROW dedications for both SW Gonzaga and SW 72nd Avenue. 2. Submit water quality and detention calculations to the Development Engineer, City of Tigard, for review and approval. 3. Water quality and detention facility design and construction must be certified as meeting Clean Water Services requirements. After construction of the water quality treatment and storm water detention facilities, the developer shall enter into an agreement with the City for future maintenance of these facilities. This agreement will be recorded with Washington County and the facilities will be inspected periodically by the City for compliance with the terms of the agreement. CITY OF TIGARD Pre-Application Conference Notes Page 3 015 Development Engtoeetleg TRANSPORTATION DEVELOPMENT TAX In 1990, Washington County adopted a county-wide Traffic Impact Fee (TIF) which was replaced in 2008 by a Transportation Development Tax (TDT) that became effective 7/1/09. The TDT program collects fees from new development based on the development's projected impact upon the City's transportation system. The applicant shall be required to pay a fee based upon the number of trips which are projected to result from the proposed development. The calculation of the TDT incorporates the proposed use of the land and the size of the project. The TDT is calculated, due, and payable at the time of building permit issuance. In limited circumstances payment of the TDT may be allowed to be deferred until the issuance of an occupancy permit. Deferral of payment until occupancy is permissible only when the TDT exceeds the TDT rate for a single- family home. Pay the TDT as required. IV PERMITS Public Facility Improvement (PFI) Permit: Any work within a public right-of-way in the City of Tigard requires a PFI permit from Development Engineering. A PFI permit application is available at the Planning/Engineering counter in the Permit Center at 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 PFI permit application shall include any on-site water quality and detention facilities that may be required as part of the land use approval. 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 both the public improvement construction work and the water quality and detention facilities on site. NOTE: If an PFI Permit is required,the applicant must obtain that permit prior to release of any permits from the Building Division. A PFI permit is required for this project. 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 Motes Page 4115 Developmentrneineet1np Master Perk.._ kMST). This permit is issued for all and 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. PREPARED BY: t1 f)• —�--- /6'1 /../ • ) Depment Engineer BATE Phone: [503)718-2470 Fax: 15031718-2748 !err plate 1 Revised. March 4,2010 CITY OF TIGARD Pre-ApoIIcatfon Conference Notes Page 5 of 5 Development Ingineerimg . , GONZAGA STREET PARKING LOT cN1G PREPARED FOR: dri 84„ 1 1 CENTREX CONSTRUCTION INC. K 0 lx •Q SITE DEVELOPMENT REVIEW PLANS 2 INDEX OF SHEETS 3 ' °} >AR •, TN _ C-000 COVER SHEET HERMOSA C-001 EXISTING CONDITIONS P. r C-100 SITE PLAN ST 1 C-200 GRADING PLAN 4- Wy; O C 300 UTILITY PLAN QZC-400 DETAILS �` ' "Y' y, ,. - L-100 LANDSCAPE PLANTING PLANCD 9 - c2 y, SW GONZAGA ST —_-..--- - I _ , Q `\ LOCATION • _ ---,-.'717777__ _-. : .. — 'ESTVIEWA i '.i �'•rf--rr. .. 0 4 _ /'� P {y z Shy • VARNS ST.i� 7 IL. 1.-- le. r� ✓. F O NT11. FIRST. ST in T.Q il ;(ty,r• :D rc U ERR ® i • w < O o VICINITY MAP �: TL�IONc aoeoo « ;'•° Co SCALE:NTS „ JR/ \ V J W CL N "U O Vi-41. ----- LC z H , --=.-- -mA > Z Q IZ O m 114\,.. � ! 0 PROJECT TEAM SITE MAP �� Ct SCALE 1".40 „ I- OWNER'S REPRESENTATIVE (/) CENTREX CONSTRUCTION INC. SITE INFORMATION DATUM O - ATTN: SETH EDIGER 0 8250 SW HUNZIKER STREET TAXLOT: 25101AC00800 ELEVATION DATUM: CITY OF TIGARD (NGVD 29/47) TIGARD. OREGON 97223 BENCHMARK: #252, BRASS DISK - NOT MARKEDCtL,' PHONE: 503-684-0443 SITE ADDRESS:7148 SW GONZAGA ST. TIGARD OREGON 97223 LOCATION: SE CORNER OF SW 72ND AVE. AND SW HAMPTON ST. — FAX: 503-620-6692 ELEVATION: 222.84 FEET LOCATED IN SECTION 1. TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE IL CIVIL ENGINEER MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, OREGON BASIS OF BEARINGS REcENED a BASIS OF BEARING WAS DERIVED FROM THE FOUND AND HELD MONUMENTS, AS CARDNO WRG O SHOWN HEREON, MARKING THE SOUTHERLY RIGHT-OF-WAY LINE OF SW Z ATTN: SETH GAREY GONZAGA STREET, BEING SOUTH 88'20'55'EAST, PER SN 30904. 5415 SW WESTGATE DR. SUITE 100 I PORTLAND, OREGON 97221 PHONE: 503-419-2500 JUN 2 5 2012 ,�EPEDPROF( FAX: 503-419-2600 W ¢�V' EHGINEE9 Ol'- LANDSCAPE ( 76, LANDSCAPEARCH!TECT CITY OF TIGARD CITY OF TIGARD > ��� CARDNO ARATTN WRT GAYNOR PLANNING/ENGINEERING L . ^ •. sols SW WESTGATE DR, SURE too Conditionally Approved •[ ] ~ sF"S C.GO'''''PORTLAND, OREGON 97221 y ( I.- Z EXPIRATION DATE-06/30/13 PHONE: 503-419-2500 FAX: 503-419-2600 Foonly the�work-/D ns des„/� ^nad ki: UJC PERMITav/ �LL�iJ L DATE Iotnu2m7 See Letter to: Follow I a I ACT 4tta �, OREGON UTILITY t6.44". O DESIGNED IwT JobAddr� 6. / l Y/ ,73- NOTIFICATION CENTER J CHECKED IKW /� 5�[) f/"c-L-! Aw PRQIECT9 11129!!20 By Date: nZ I•soo•s32•z�aa > SHP-ET TRU lCe O� UJ COVER BF'FOAE 3O0 0 SHEET NUMBER w/,, C-000 VJ LAND USES - = I 1 I All cr, 1 I 5/8"YPC"LODESTAR"UP 0.12 C r..0 • FD 5/8"YPC'KURAHASHI ASSOC INC' R0,5/8"IR DN..„5 ... . .•' • . ' , . '.... '`, .- .• .• • • ... . . . „_, , ,El 1 , ., • , • --.... -.... -...„ . ---_____..... .--.. 1 ... , . , --. -„. ......„. ...... . . ONW • i . • . 5/11'TIZC"LODESTAR' ...., , • •I • G 14 '...-.. 40,4.,........ :: - b:".. - --. ..... El,. -"'-' .....••. ,,.-: . . . "G W L ' "V - ...- _.III_ ._._._,, • • .•''' " •...-..a.-._.-___. . *0 . • .. ......---- ----"8---- "•••=._.... G-•---=-....,------- 0 -- ." IF 4-te 0 0 1 1 1 ,, I i . .- . .". ..•". ' ...." ..." .---.-- _,•".I It I. 09 ...... ... .... .., _ A' • ' ,-- .. C),(D ; ss • ••• -- .• , ...- ___ - •••• ....--. 55 SS.,' SS ' ,..... I SW G9NZAGA ST / / ..• @ ••• , , e. • - ,....." ..- ss SS . ." .• • .-- ' „ s (.- , SS , SS SS .".. • -"'' ...". ...T.- . ' SS 0 Cr R g 1 • . , - ....,7 .., ..- . ss i ss • ss cD SS ..1- . ._ _ . . . --,... ..,,,,.. .::.,, :}. • •. , . _ _...= - .-q--- -.. ..:. _ . ,, _ .., _ v . .. , . . . „.w. _ ....,, -.1.,,,. ...,,„. ...... i,... - •?,. „ • . .. . .. . . ... , -,..,..„ --:,.,.. ...,, ••13/4.. •.,,, Ct . , , • , ., --. 'iv.. •,, , •-• , 2 *' ASIMI CE) ... -- -te _ _ _ •• -.--T.--,------so . .1-) r . ' • se.87:5- .. -'1..E- ...........-D---_____÷...\' . -.........-..-€,) ..,., sp •C'/..-1.-..---.., . _z..,*. IN ..... *. Ckl -1 '• 1 .--''. b.. r. s . • , .. , a, .- ----.. .,.,.. 1,,,......., . ... I k . i .• , I.,afr. • .,..Ammin4t5M1...' 111 SLIAll% -- . ._ ... ". ..1...---, ...."'" .........-"'". ' ., S°T1r184 0 BASIS OF BEARIN3CS8 ..• . . . 11..1111.1k1.-•-• 4. ' .111 .. .- „ .. 111-1 FD 5/8'IR"CAASE JONES&ASSOC'DE 1",-' --' 1.1101,411_13 -• . . ' E-44, 44-=-J-.-e • L.. ,. •-• ......), . E----0-4E E sig 1 ' , 6 ..-".. %01' I/ . • : , ..... • .• , HELD FOR BASIS OF BEARINGS ED 5/B IR Up 01 I. 'f4lk 1 / . .. .• . ,II- FD 5/8'DN 1.9 ,.."... , /' ' ./././ 0 WIN •• /7/77 //7/7/7/7/77/17/>/7 0 11 NE 112. ,•,, - p , , If / • . . ....-.......... „ . --, mot -, , HELD FOR BASS OF BEARINGS 0 Z • . # 'I, • I' I I 1, , POSTING BRICK . • I EXITING BRICK BLEXIN0 . LEGEND• ' • , I • . .• t: o44 Vw 1 ..1., • i / o ; BUILDING 1 • 1 I 'V. I'.. -EXISTING BOUNDARY UNE 45- -FIRE HYDRANT Z < Z . . 4t,, \ . •• i ", - - -EXISTING CENTERLINE e -WATER VALVE .- . . 1 •... ik-I : . • 1 : . -EXISTING RIGHT-OF-WAY UNE EH -WATER METER BOX "<1 a4. z : a, I I i : 1 t • . -. ...SECTIONAL UNE PA -SPRINKLER VALVE -• \ A 7 t..... • : i - - -EASEMENT UNE [1_ i_ 0 .... A•in I . .,,, E- -GUY WIRE . "A) - - - - - -BUILDING OVERTIANG LINE „.C/) L1.1 (•11- • x -FENCE UNE,TYPE AS NOTED -0- -UT1UTY POLE L ..r. '• , o • • .;!La- . . ' 0-r( -STREET LIGHT(COBRA ARM) UJ ,....._ _, ,„ i ; • • . B -UNDERGROUND WATER UNE D • 0 1*12 i ., : N III ss- -SANITARY SEWER UNE OR -SHOEBOX LIGHT(SINGLE) 0 Ct . , I . ....01 : ., 77777/7.// 2°4 0. ' SD -STORM DRAINAGE UNE LE MI -1RANSFDRMER -STREET UGHT JUNCTION BOX IL- H .V11000 iNED ON I • : E -UNDERGROUND ELECTRICAL UNE _ : CONCRETE:BLOCKS , . • a -ELECTRICAL VAULT „.0 03 •.(1) , • --" , T -UNDERGROUND TELEPHONE LINE 1 .. TELEPHONE VAULT .- / ; ,. .001 PARKING LOT OHW -OVERHEAD WIRE 0 <( 0 . z , . -41- 1-----/, zz_zz.zz • .,. -- PARKING LOT -UNDERGROUND GAS UNE * -CONIFEROUS TREE 0 1 • '•.............".. -9#7GRAVEL PATHS I CIV -UNDERGROUND CABLE TV UNE (..) 000 , . • „.„...,,,,,,,„ -BUILDING FACE 0 -DECIDUOUS TREE x LU (.9 < ct i 4 , . s IJJ Z Ni n„ 0 . :....., ; „ o -DENOTES FOUND MONUMENT AS NOTED. HELD . -BUSH OR HEDGE ROW _ :04 i • , . ,... ,, 0 .., '--43(' UNLESS OTHERWISE NOTED I-1- , . 4 -...._ 55, °CO rni- = I- d , , , .• 1 -EXISTING ASPHALT SURFACE -UNKNOWN CLEANOUT Z IX i 4 '', .. • . .. --, , .. . , . . P °GP -BOLLARD i irit , . , •, ': -.........- - ''. -EXISIMIG CONCRETE SURFACE . . . -MAILBOX LIJ (.9 o I- • • .. '. , :..410**"*------- . : ) -5/13T-1R-BAD.BENT..t...sr.................. F8 5/8"Y88‘5888 W." -SGN Z •----_ . .. .. -EXISTING GRAVEL SURFACE ---- .. -FOOT PATH ' -' SN -DENOTES SURVEY NUMBER PER 0 ----_ .......„ ..Narsverw.i.i.fir.‘.. / COUNTY SURVEY RECORDS , GV - LANDSCAPING 4./M . MPSTERt : I. .. ----. - E.- (203 -GAS VALVE FD -DENOTES FOUND I- ik- TE <P0 •---,. i • '. •••...-.------------- ', a -GAS METER IR -DENOTES IRON ROD 0 //////////////////// / : /; • .BUII:/ 0 -SEE SANITARY SEWER TABLE D N DOSING BRICK ) • : L'.."---- ; PARKING LOT pc -SANITARY SEWER CLEANOUT LDIG A '/ . ' . [ ..... 0 -SANITARY SEWER MANHOLE I- .. PARKING LOT ® -SEE STORM DRAINAGE TABLE Cr) M -CATCH BASIN I Z I 11 -CURB INLET 0 P I IRI Ti, -DITCH INLET 0 -STORM DRAIN MANHOLE ES DATUM TREE REMOVAL NOTE STORM DRAINAGE DATA SAMTARY SEWER DATA 0 Li_ L'A' ELEVATION DATUM:OTT OF TIGARD(NGYD 29/47) NO TREE VALI BE REMOVED AS PART OF CRS PROJECT C-.) CATCH BASIN 0 CATCH BASIN C) SANITARY SEVER MANHOLE H BENCHMARK:/252,BRASS DISC-NOT MARKED RIM=220.22RIM=230.95' RN=236.76' LOCATION:SE CORNER OF SW 7290 AVE.AND SW HAMPTON ST. 12"PVC(E)=217.89' lePVC(S)=22743' &AVM)=729.53' 0 4: ELEVATION: 222.84 FEET itpvc(s)-217.82' SUMP=225.60' F1'IRVOW)=229.44' `,„„„ Z BASIS OF BEARINGS 121RVON)NOT FOUND E 12PVC 4.227.92 ( ) SANITARY SEVER MANHOLE • C) CATCH BASE RIM=219.72 1 BASS OF BEARING WAS DERIVED FROM DON E FOUND AND HELD MUMENTS,AS SHOWN HEREON,MARKING THE RIM=21E62 DITCH INLET 13-PVC(E)=211.82 SOUTHERLY RIGHT-OF-WAY UNE OF SW GONZAGA STREET,BEING SOUTH 61120'55"EAST,PER SN 30904. 12-PVC(N),=217.81' FLOWIJNE 0 RIM=228.05' EPVON)=211.85' NOTES irpvc(s)-217.54' El-PVC(S)=211.70' UJ ‘-\ 12-PVCNE)NOT FOUND 0 DITCH INLET FLOYIUNE 0 RIM••234.73' - <2- 40 I.MANACLES SHOWN HEREON ARE TO CENTER OF MANHOLE LID,NOT CENTER OF STRUCTURE. 0 CURB INLET irpvc(w)-232.62' > ‘s ,0 'S\ 2.DE SUBJECT PRCPERTY CONTAINS 16,277 SQ.FT.OR 0.374 ACRES,MORE OR LESS RIM=222.56' SUMP=231.35' LL I - ..‘,Q- _k 12-FA:co=219.72' 3.ALL LOT BEARINGS AND DISTANCES ARE RECORD FROM THE PLAT OF BEVELAND NO.2 AND ARE BASED ON 1 2P VO IY)=219.72 0 CATCH BASIN '‘'` C.:t ' MONUMENTS FOUND PER SAID PLAT. RIM=233.24' e 0 0 DITCH INLET 12PVC(E)=230.62' 1.-.. , FLOKINE 0 RIM=227.92 12"PVC(W)=230.51' UTILITY STATEMENT irpvc(E)-226.26' 10-11AgN)=231.41' Z 12-TIVOW)=226.19' SJIAP-229.94' THE UNDERGROUND UTIUTIES SHORN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. W SUMP=224.92 THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTIUTIES SHOWN COMPRISE AU_SUCH HOUSES 91 IT DITCH INLET 2 THE AREA,OMR IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE DATE 101002012 CI STORM DRAINAGE MANHOLE FLOWUNE 0 RN=233.16' UNDERGROUND UVUTTES 560864ARE AI THE EXACT LOCATOR INDICATED,ALTHOUGH(S)HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY RIM=231.72' 10•PVC(S)=231.45' CL DRAWN I LOT LOCATED THE UNDERGROUND UTEDIES. 10"PVCOW)=227.37' SUMP-228.90' 0 DESIGNED I kW 12•PVGE)=227.42' 12-PVOW)=227.30' -I CHECKED 1 KER UNDERGROUND ACCURACY STATEMENT: SUMP=226.97' 0 LLI PROJECT* 121298030 DUE TO THE HAZARDOUS NATURE AND APPUCABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES,IT IS WM > POLICY TO NOT SEND OUR FELD STAFF INTO UPUTY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION. SHEET TITLE THEREFORE,ANY ELEVATION OR PIPE SIZE INFORMATION SHOWN HEREON IS SUBECT TO AN UNCERTAINTY IN UJ ACCURACY(DEPENDING ON DEPTH,SIZE,FLOW,AND CONSTRUCTION CF MANHOLE).IF A HIGHER ACCURACY IS NEEDED, EXISTING CONDITIONS THEN ADDITIONAL TIME.EQUIPMENT,MID PERSONNEL NU.BE REQUIRED TO GO INTO THE MANHOLE AND RETRIEVE 0 THIS INFCRMATON. SHEET NUMBER IJJ SCALE: 1-=20' I- C_001 , . 20 10 0 20 Ci) LAND USER - I I LEGEND - - - - - EXISTING RIGHT OF WAY LINE -- - EXISTING LOT LINE ' —--— - PROPOSED RIGHT OF WAY LINE /1� I v - EXISTING CENTERLINE - - - PROPOSED SAWCUT LINE H tt P / L______ _ _____ _ _ _ _ ___ _ _ _____ _G_ ____ _ _0 �- I I �T- - EXISTING BUILDING FACE ti )-- - - C - PROPOSED CURB 3 O _ _ - PROPOSED CONCRETE �_--- -- '—, e• a• a - PROPOSED AC PAVEMENT co +oo — I _ 2+0o SW GONZAGA ST3 I _ 3+00 PROPOSED PAVEMENT WIDENING I - PROPOSED SIGN W T PROPOSED 6' SIDEWALK I — 1� I _ s+oD Q170 0' COMMERCIAL DRIVEWAY PROPOSED STANDARD CURB "� — --- r - N _ _ _ . • SITE CONSTRUC77ON NOTES co (7--j_ _ _____ _ . • ::*20.55"E - - - 1 CONSTRUCT EXTRUDED CONCRETE CURB, SEE DETAIL ON SHEET C-400. EOM ❑ J Imo. 28 00'Igi _ -_ 112.97' •I • '. �� ❑Z CONSTRUCT AC PARKING LOT PAVEMENT SECTION AS SHOWN ON THIS T I ri ©I s.o0' 5' ROW SHEET. � _ 1 � DEDICATION i INSTALL SHEETSTANDARD PARKING STALL STRIPING, SEE DETAIL ON 0 (� �� 0 2 I ❑4 INSTALL VAN-ACCESSIBLE A.D.A. PARKING STALL STRIPING& SIGNAGE, Y SEE DETAIL ON THIS SHEET. Q U i I I . ❑5 CONSTRUCT 5 FT WIDE IN-LINE A.D.A. RAMP WITH YELLOW TRUNCATED ¢ Z * I —6Go0'�. o-• = I•� DOMES, SEE DETAIL ON SHEET C-400. ^ z I 60.00' -r 2800 ,., ❑6 CONSTRUCT 2' WIDE CURB CUT WITH SPLASH PAD, 0 Cf Y 2"-4" BALLAST ROCK, 6' THICK • p 11 U _ wl F 3" COMPACTED LEVEL 2 HMAC W D I o p �/ • (COMPACTED TO MIN. 91%OF L.L N ASTM D 2041) �""" 1 "�� ._�_... �////// •i••i••i / I- 8" COMPACTED AGGREGATE BASE iL T _r••••r:••••••,•• ••_(COMPACTED TO 95%OF ASTM D Ls.00' a ay o 1557) Z COMPACTED SUBGRADE r^ O NOTES: 0 X 2 Li 9 i 0---%°0 1. SUBGRADES SHALL BE COMPACTED AND PROOF-ROLLED PRIOR TO < Q LLJ 0 .1 M O PLACEMENT OF BASEROCK. FAILURE OF PROOF-ROLL WILL REQUIRE J cK N N OVEREXCAVATION. a Z I— a f 2. IF SUBGRADE FAILS THE PROOF-ROLL, SUBGRADE SHALL BE LLI OVEREXCAVATED TO UNDISTURBED SOIL AND BACKFILLED WITH O Z Q vl, BASEROCK OVER MIN 8.0-OZ. NON-WOVEN FABRIC AS REQUIRED TO n w -LD T' ALLOW COMPACTION OF UPPER (DESIGN) BASEROCK SECTION ANDACl) CJ V F-...,,,,,--.----- TO MAINTAIN STRUCTURAL INTEGRITY OF NATIVE SUBGRADE SOILS. NO RUBBER TIRED EOUIPMENT ALLOWED ON SUBGRADE FOLLOWING Z ,I -- ---_ 58825'06"E _ OVEREXCAVATION. O m / 112.97' V v N 4. SUBGRADE TO BE PROOF-ROLLED IMMEDIATELY PRIOR TO I If-' WMrS ERS PLACEMENT OF BASE ROCK. BASEROCK TO BE PROOF-ROLLED IMMEDIATELY PRIOR TO PAVING. U ,I Ippl 5. CURBS TO BE PLACED A MINIMUM OF 7 DAYS PRIOR TO PLACING FINAL BASEROCK AND PAVING. F- 6. AGGREGATE BASE SHALL CONSIST OF 3/4"-0 OR 1 1/2"-0 (/) MEETING THE REQUIREMENTS OF OSSC 00641, WITH THE EXCEPTION I THAT THE AGGREGATE SHOULD HAVE LESS THAN 5X BY DRY O z CURB RADII I WEIGHT PASSING THE U.S. STANDARD NO. 200 SIEVE. t ALL CURB RADII 3' UNLESS OTHERWISE NOTED. I 0 CC PARKING LOT ASPHALT CONCRETE SECTION O — NOT TO SCALE U— L w TYPICAL A.D.A. PARKING 0 I—S IGN. SEE DETAIL ON Z 8.5'-SHEET C-400. 2.0' I + ,,,PEO PROfES 4" STRIPES 0 2' O.C. 1..0 ,VS`ENGINFp9`4, ��C/�4" MOEITE //�/ ... AT 36 DEGREES• ¢ !-OQne7 E PAVEMENT� LU ICALSTRIPE • IN-UNE A.D.A. RAMP, - 16' SEE SHEET DETAIL ON TYPSHEET C-400 t4 °0 PER '_'"� 4'1.4C.Gpp�, PLAN 2.5' BUMPER • • Z OVERHANG ZONE - EXPIRATION GATE 0/✓30,13 LU G^ DATE 10S/30/2012 -( 7,i2 / LL DRAWN I LOT T TYPICAL A.D.A. PARKING 0 DESIGNED I LOT NOTES: SYMBOL SEE DETAIL ON_J/ 9' 8'_...iJ CHECKED I KM .1) STRIPING SHALL HAVE TWO (2) COATS OF PAINT, LOW VOC SHEET C-400. LU PROJECT 121296320 ACRYUC TRAFFIC MARKING. FEDERAL SPEC. TTP-115F. SEAL COAT SHALL BE COMPATIBLE WITH STRIPING PAINT COMPOUND. MEET 7171E NOTE: CONSTRUCT/INSTALL FACILITIES IN LV SITE PLAN LANDSCAPING IN BUMPER OVERHANG ZONE TO BE LOW-LYING ACCORDANCE WITH ANSI 117.1-03 SECTION 502 Q GROUND COVER. SHEET Nuu6ER 1 TYPICAL A.D.A.PARKING STALL LU C- I OO STANDARD PARKING STALL NOT TO SCALE SCALE 1'-20' NOT TO SCALE 20 1O 0 20 V) LAND USE 4 -- I I — — LEGEND - — EXISTING RIGHT OF WAY LINE jil m N -- - EXISTING LOT LINE I —--— - PROPOSED RIGHT OF WAY LINEI /ti - EXISTING CENTERLINE �/ S •-•••••...-••.., I ---- - I• 235 - EXISTING 5' CONTOUR g s_• - _ E 236 - EXISTING 1• CONTOUR _ _ . •..... , -�'' PROPOSED' CONTOUR r 0 - - - __ _- 5• -• -rte --.. • - ' • - •....• : _ _. - - - •- ... •--�- - - - PROPOSED SAWCUT UNE p,_ .• I+00 .`;: -`;:• --- �` _... ____. ,--,---,-,-•-•-, - EXISTING BUILDING FACE a T :: ZLAOO SW�'w^w :-- - PROPOSED CURB 3 i,-� I ['• — •- I •:•I' :•• 3•1408"- `� ST .•'" �� /' .• .. _ PROPOSED CONCRETE �===n a-S a ` a �1 4'' �`xs' 41� .''Its ''.+e ; •`P I — I I• '_ __ - E%ISTING STORM MANHOLE S Seo ,��._ �`t?.- ?.(l„ '7,�• �-2JS ® - EXISTING STORM INLET \` •: .- r-''•- _ -••.1 Sm _ Si - EXISTING DITCH INLET A -.-:• - -� -.:r' �r T `iT— _ ■ - PROPOSED STORM MANHOLE EFwww -- _ - .__ _-... .._ _ - PROPOSED STORM INLET ,T • 777.. .0• 7 _ ate--__ - _ .............:230.07 - :: ® � — — O TC:229.27 ABBREVIATIONS DC z3o ,..-r, \ 8.226.50fop:: BC:228.76&98 '� DO z30.20 'VI / S - PROPOSED SPOT ELEVATION f�''� I "."• ' R - PROPOSED RIM ELEVATION • •� TC - TOP OF CURB ELEVATION V I I �p.3x �/ BC - BOTTOM OF CURB ELEVATION• Z TF— G - GUTTER ELEVATION (DOES NOT INCLUDE 2"DEPRESSION FOR • I G228.59 4228.86 • BG 229.06 1... CURB CUT) • � C ci • � I I D II ry � •NOTE: UNLESSALL RB ELEVATIONS ARE OTHERWISE NOTED 6" EXPOSURE Z • I I • I BCS 22&76 - Vf O 1 rl i; �a 5x I cz3asD • ./ ADA NOTE w «I - / W U ' • PAVEMENT IN A.DA. PARKING AREA TO BE w - •r� I ! I c:228.11 E �� / 2%MAXIMUM SLOPE IN ANY DIRECTION N c •• . /////////i F— BC:228.50 a ' I— tiii ,rBC:229.26 Z V J 7 i .P-- �. Q O Z * a_ 00o • F D 0 < xct z30 O L 0 Z N E' o NOTESUJ , ••.,�� ... Q Z 1J Q N DISCRARGE OUT FALLS MUST BE PROVEEO BY Q O Z w1E RwNFNL No RUNOFF C.V.accDRs wxrinsPECTDIB aFTM EROSION sEWMENT CONTROLS ';1.....- SOME ONE KNOWLEDGHBLE ANO EXPERIENCED M TME PRINCIPLES.PRACTICES INSTALLATION.AND MYNTERFN E OF EROSION AND REORIENT CO Ra°. MO NOR.FOR THE PEIwTTEE. ••• : '^ 2.CONSTRUCTION ACTIVITIES MAT Hupp OR RNNaE EAGVATIONMD CAEAIONOBARE GROPE FROM OCTOBER TMDREMMIMrSt EACH YFA0. `` ---__—�__ ULLI �— V V 3. MAGIC WET WEAINER PERIOD.TEMPORARY STAIILNATIN OF WE SITE MUST OCCUR AT TIE EEO OF EACH WORM DAY. • -'.-...- ,...._-.,.. Z ,ti --__ .. ....... -.•..... _ •. SCpNFNT comm.WSTMNSTALLFUAWMANINEOO.AU GOWNdFDEENr SCESOTeE CONSTRUCTION 511E AT ALL MMES DINING -_.__- ,' fl CO.STRUCIOH THEY MUST REM•NNPVLE LAM PEIINIEMT VEGETATIUN OR OTTER PERMANENT COVEIWGOFDW(>ff➢6016ESrR&BKD ••-.• • __--_ O 5.ALL ACTNE Mfrs MIST HAVE SEDIMENT CONTROLS MSTALLEO NO MNRANFD AT ALL TIES WRFC WNSTRUCTIORE UNLESS OTHERWISE IDUMPC APPROVED.A SURFKE NOUNTED AD ATTACKABLE.WARPED FILTER MG IS REOLMED FOR ALL WPM INET CATCH BASINS. ?� SD MER -- LL U 6.SIGNIFICANT AMOUNTS O SEDIMENT WHIP/LEAVES TIE SITE MST BE CLEANED UP WIIM..v HOURS AD PLACED BALM ON TIE SITE AND STABILE. %%:/77%�.T././/%//`/i/ ER PROVENLY DISPOSED.DOE GCSE OF THE SEDEENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING ARECURRENCE OF THE I( DREW.WHIM THE SPIE NNOUMS.NY.STREAM GEAR LP O SEDIMENT SHALL BE REBORN.ACCORDING TO THE OREGON OEPATIMENT �•I -'• OF STATE VMS REQUIRED TIME FRAME /, • U: 1 1/ x.SEOEENr MUST NOTE NMI...Y NAMED MOs row SEWER.DRARMGE WAYS.OR WATER.... �` M I•• IL SEDIMENT MUST BE RENEWED FROM WIMP,MOMENT CONTROL REAR.WHEN T MPS RFIACFW A MGM OF UNE THE BARBER NOON, Cl)IAID PRIOR TO THE CONTROL MEASURES REMOVAL V/ 9.CLEANN10 SI OCE ALL 91MICTI E0 WIPS WUR ST OCCWHEN TE SEDIMENT RETE.M.GPAOO'HIS SEEN SEDUCED Br SOW MONT I Z COMPLETION O PROJECT. 1 0 O 10.MO USE OF TORE OR ODER HAZARDOUS MATERALS MUST MOLAR PROPER STORAGE APPLICATOR.AND DISPOSAL 0 11.TME PERMTTEE MUST PROPERLY MANAGE HAIAPOWS WASTES USED OILS.CONTAMINATED SOILS.CONCRETE WASTE.SANITARY WASTE MAO WASTE.OR OTHER TOSE SUBSTANCES p..VE.1 OR GENERATED COMING conmu TON. 12.THE APPLICATION RATE O FERTYIZE.USED TO ROST MUSH VEGETATION RUST FOLLOW MANUFKTUERS TECCM.IEIDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MNMTIED.TRW R MASE FER1EEET•S SOUL°BE USED ANO CME SHOLDO N APPLICATION 00 Nr RE MADE PLICATFERTILIZERS WIMP. WATER WAY RIPARIAN EWE RICH DENSITY JUTE ,sOW.ER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER MSTAIUTON AND MVNTEwME OF ALL EROSION 133 SEDIMENT CONTROL OR COCONUT MATTING O MEASURES IN 80018NCE WITH CURRENT CLEAN WATER SERVICES STANDARDS NE sore A.FRENAL REGILATIOR. BOTTOM OF FACILITY:' SEE LANDSCAPE PLAN FOR VEGETATION MATERIALS I- 225.00' a A LAID DISTURBING ACTIVITIES THE BOEDMES OF RE CLEARING NMR.VEGETA!®REFERS.AND NY SENSITIVE MEAS SHOWN ON —' THIS PIAN SHALL BE CLEARLY DELNEATE°N THF FELD UNLESS OTHERWISE APRO.°.NO DISTURBANCE B PFTLNTTFD BEYOND THE . O / CLEMMG LMS.THE OMERPERMrtEE MUST INMAN 1 E DEMENT.FOR INE DURATION OTE PROM,. NOTE VEGETATED CORRIDORS TO BE DELINEATED WITH ORM.CONS/MEMN FENCE OR APPROVED EOWL. ,S PRIOR TO ANY LAND DISTURBIGKTWTES.THE BAPS THAT MUER BE NSTALIED AE GAVEL CONSTRUCTION ENTRANCE PERIMETER SEDIMENT / P•�, f'." �'''y"/ Z • CONTROL.AND MET PROTECTORTIESBAPS MSTBEMINMIEOFOR DEDURATION OFTIEPRNFCT. '. 12 `� ,r• 1 E VRETAIWE SEED WESNRE SPECIFEO.sum.MAT TARE RACE NO LATER THA.SEPTEMBER 1ST.THE MEMO PERCENTAGES OF SEED. F - B THE MA RAE ASCERTE®OhMEPLANSORASSPEVEDSYDEDESIGNFM.EER 3./ • \ AC PAVEMENT SECTION �`EQFDPNDFfSJ/� wATEaTRwI TRLxR MIsr BE USED IO TRANSPORT B,A TED9RSFTNMI ME C.DNSWC1gNSITE.NAPMOVFD EOUIVNENIBTO DRF. '• 3 i;...'''' �/�4 SEE SHEET C-400 w ,�C> ELN Fq y� IT THE SOIL ON SITE AT A DESMO ATEU LOCATE.LIME APPROPRIATE MPs.BCE MUST BE DIMMED sLwSRIY FOR MNBW SPILLAGE. \\Q Q - h .y„ AL ,-A••', `Q\\ Q1 ����� {' - .✓/// FOR SECTION x T PREFORM,VEGETATED AREA AND THROUGH ASEOMENt /%/\e AyP �{`• 1. ••�.,.'•,4, .,s . - �' .,' > O " 1S.ALL CONTROL BNP BLEs RLTLR SEDIMENT NATER MUST BE OVER AN LOLsruasm. 6" WATER DEPTH ♦//♦� y,,+-6/-' 1 \�/ C` C` RAI MST ISE KEPT ONSITE ALL MFORE ES SHDwNUN TIE RAN NSTALIED NIMEIEY TO DM SEOAIFrN1 UDEN ROAMER ♦// •••-•,,..,-,---- S" �}.• ✓ � DOES NOT ENTER A SURFACE WATER SYSTEM RONYNAr DR OTHER PROPERTIES GEOTEXT WM-111F /G •-•(-,•••--.-.•�� -,,, `c,� �A �AGOj/ RAIN GARDEN GROWING MEDIUM. - n1B"p IE r FILTER FABRIC OR Y/�p�i .,,4-,,-;" "- ,/\\/\\ 18" THICK 41 E, 20 T SC MEASURES SHOWN ON TMS PLAN ARE THE MIMAA.0IAREMENTS FOR ATOPATED SITE C.ODIT..DURING TIE CONSTRUCTION APPOVED EQUAL \\\\P� �ji/� p . �( .. �( \�.\/O rH C.GPP PERIOD.THESE MEASURES SHALL BE UPGRADED AS REECED TO MMT.COIRMWE WM,REGEATONS. \//\//\�` ✓'♦"` D�♦O\✓/�`P'\�•�/\�5��'\'�`'\�/�/ \\♦P.. F ♦ ♦ SCG ♦�♦ xT.WRITTEN Esc Lots ARE supaEsrznroEMANrAIEOOHSRE NOAvaLAME TO DISTRICT INSPECTORS won REouEST. SEPARATE BASIN FROM \/`\/\'/\♦,`�/`/��r l/I //�// P'/✓I4/\✓/// Z EXPIRATION DATE•06/30/13 \ 1/r-1/4- DRAIN LLQ v.IN AREAS wBEc*romDEaosDN,MMMONRMTE PAPS Rus BE USED wHPCHMMr INCLUDE TIEAPPLIOATaN OF FEE WATER swM.NG.RwsTID SUBGRADE &SIDES USING / -- 500010D.MULCHING as O1NERNNROVEO MEASURES GEOTEX WM-104F FILTER ROCK WITH OUT FINES DATE 101130/2012 T1 ALL EXPOSED SOLS MUST BE COVERED DURRO TWT NEATER PERIOD FABRIC OR APPROVED EQUAL 12" THICK MINIMUM a DRAWN OCTI 3' S•A 3' 3.5'-w- 2' -- -2H 0 DESIGNED I MGT PROP. LINE J CHECKED I RSR 3" PERFORATED PVC PIPE UUNNC MPACTED NATIVE W PROACTX 121290820 SEE UTILITY PLAN ON SHEET C-300 SOIL 1(1°i) > SHEET TITLE STANDARD EROSION CONTROL NOTES LLC GRADING PLAN RAIN GARDEN SECTION 0 mSHEET NUMBER FOR SITES LESS THAN 1 ACRE mow` Sav;Des NOT TO SCALE W DRAWING NO. 945 REVISED 12-06 Ow onwsitmat 6 Wow. SC—LE 1 ! - =20 _"Too 20 10 0 20 Cr) LAND USE S -- I 1 I LEGEND ii P, - - -- - EXISTING RIGHT OF WAY UNE - EXISTING LOT UNE - PROPOSED- RIGHT OF WAY LINE $ - EXISTING CENTERLINE /h 1 I SS - EXISTING SANITARY SEWER LINE V e I c L - SD - EXISTING STORM LINE - I EXISTING ELECTRIC ,_:,_ , -------,,-H.•. . -041 U6i1� Dm'--- --n..w - EXISTING TELECOM INE w NEUNEyc... °__,____o oNw- -L�--�. _T _ G - EXISTING GAS UNELPARES CnwAAs- EXISTING c ;_.._.. O0 - EXISTING SANIIT RYO SEWER MANHOLEQ '"----y° -`ice _ a i: EXISTING STORM 7+00 1..,, SS 2+00 4S 55- -- 9s SS SW N�� I c V ® - EXISTING CATCH BASIN OLE 0 &o. !3 o I— I 1 _ 3+00 -- —'—SS 5— G,� - EXISTING DITCH INLET : W — _ s + I µ� _ _ y+0p - "1 - EXISTING WATER VAULT Q Q w -- w w w EXISTING SANITARY SEQUELS AND NATURAL GAS STUB 1 -_ - - EXISTING SANITARY SEWER CLEANOUT w © i- - P Q IFPI- Z -- _ ic --.-=M— --- - - - PROPOSED PERFORAITED PIPE w A �. w._ - g0 e i�I,• �� Y w --- w-- -_w_ _ - ■ - PROPOSED DITCH INLET sD 11 --T i•.1 F O\ I: ��I �_- r - ---E - _ _ '-:-.1--- p.:\ ° '- J `-_ STORM DRAIN CONSTR(1CTTON NOTES '����! SD DI �IAI-1 © I I I. Oi INSTALL 8" D-3034 PVC STORM PIPE. I Z I i I I O CONSTRUCT DITCH INLET PATH FLOW CONTROL DEVICE. � II 3 O3 CONSTRUCT RAIN GARDEN. SEE CROSS SECTION ON SHEET C-200. ••':.�.�- O",; I II O4 INSTALL 3" PERFORATED PVC PIPE I . IE 3": 224.25 Z SEE RAIN GARDEN CROSS SECTION ON SHEET C-200 ' I CONNECT TO 50 DI /A1-1 Z I II I 0 IE EXONNZ CTION TO EXISTING 12"PVC PIPE WITH INSERTA TEE I— 0 IE B": 224.43 w (171I I w CC L. H • I--. CATCH BASIN DATA Cl) Z • ' -_... /i/ -1:k RIM:SO DI 22650 1 Z 0 Q I IE IN (3'S)= 224.25 Qcp 0 IE OUT(10"W)= 224.53 J I� I11 -. ;al SUMP: 222.75 Q w WATER QUALITY DATA J 0 Z <' y� ONSITE PROPOSED IMPERVIOUS AREA: 4,534 SF j /n w r --—----, UDA TREATMENT AREA REQUIRED-6%OF IMPERVIOUS AREA: 272 SF V 0 Z TREATMENT AREA PROVIDED: 556 SF 0 m _ . ......_... I DETENTION REQUIREMENTS EMENTS 0 -DUMP50ER$ r--- SORYPEOAAGSREEDEVOLRNELUTSEMAES-ERARINATEGASRDTOENMWATTCH FPLROEW-ECXIONSRNOLG 2TO YEOVI1D0E YRQRU,IRD c(5: /7/77/7////7777777777,•---- __---- /".•; ---- Q' -_,l ---- Q' 4I+ I— O ,, 0 ES Ce g STORM SEWER CONSTRUCTION NOTES a 1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST STANDARDS OF THE UNIFORM PLUMBING CODE, AND THE REQUIREMENTS OF CLEAN WATER SERVICES. a 2. THE CONTRACTOR SHALL KEEP LEGIBLE AS-BUILTS THROUGHOUT CONSTRUCTION AND NOTE ANY DEVIATION FROM THESE PLANS. H --- --- - REQUESTING ALL THE ESTINGPUNCHIRT ULTTSSTHROUGH NUALS,AND WARRANTY CARDS SHALL BE PROVIDED TO THE ENGINEER PRIOR TO 0 Z 3MIIMUM OF 7 WODAYS TO REVIEW RD ESPONDOALL SUCH EQUESTS FOR RKING STMENGINEER IN WRREQUIREITING. THE ENGINEER MAY QUIRE A MNI 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTIUTIES PRIOR TO CONSTRUCTION AND SHALL ‹�y,EOPITOffSS NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS WITH THESE PLANS IMMEDIATELY UPON DISCOVERY. w QW4w ENGINEe4,O 76ef 7' 5. THE CONTRACTOR SHALL ALSO BE HELD REVVEENTED SEDIMENT 4LTDENON WATERBFROM LEAVING HE SITE. LLILADT JACCENT DOWNSTREAM STORMRDRAIN INLETS LY SHALL BE FOR INSTALUNG AND MAINTAINING ALL EROSION CONTROL TO > `' ' ' ' APPLICABLE EROSION CONTROL LAWS AND REQUIREMENTS MAY SUBJECT THE CONTRACTOR TO ANY ASSOCIATED FINES.OR /LNLL `.# DAMAGES,INCLUDING THOSE THAT MAY BE PASSED ON TO THE OWNER/DEVELOPER. LL , ^ . 6. THE CONTRACTOR SHALL NOT ALLOW ANY GROUNDWATER OR DEBRIS TO ENTER THE NEW PIPE OR CANALS DURING CONSTRUCTION. 1_ `rf7H c.610' 7. THE CONTRACTOR SHALL COMPLY 11TH ALL REGULATIONS SET FORTH BY OSHA THE STATE OF OREGON AND CLEAN WATER Z EXPIRATION DATE 06'30,73 SERVICES REGARDING SAFETY. ANY OPEN TRENCH SHALL BE FLAGGED OFF IF It IS TO REMAIN OPEN OVERNIGHT OR IF IT IS IDLE WIT FOR MORE THAN 1 HOUR.SHORING WILL BE REQUIRED IN ACCORDANCE H THE REGULATIONS SET FORTH BY OSHA. THE UJ CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY ALL OPERATORS.LABORERS.INSPECTORS,ENGINEERS SUBCONTRACTORSCC DATE I olnoaolz TO VENDORS, OR PROPERTY-AND ANY LEKEPERSONNELN-SIADDITIIONALLESAAFFETSY SITE SUCH AS ANY HAZARDOUS SAFY CONDITIONSSTTSG SAFETY GOGGLES AND EAR PROTECTION FOR THE USE OF SAID PERSONNEL WHILE ON-SITE. O DRAWN I MDT B. ALL PIPE BEDDING AND BACKFILL SHALL CONFORM TO THE REQUIREMENTS OF CLEAN WATER SERVICES AND THE UNIFORM DESIGNED I MOT PLUMBING CODE. J CHECKED I NSR 9. ALL ATTEMPTS SHALL BE MADE TO PREVENT PONDING OF WATER ON THE PAVEMENT. THE CONTRACTOR SHALL WASH THE ENTIRE W PROJECT* 21298820 PARKING LOT AND REPAIR ANY POINTS OF PONDING PRIOR TO THE TOP UFT OF PAVEMENT.CONTACT THE DESIGN ENGINEER IF ASHEET TIRE IS NOT APPARENT FOR PONDING IN THE PAVEMENT. w 10. NO DRAINAGE PIPING OR PART THEREOF,WHICH IS CONSTRUCTED OF MATERIALS OTHER THAN THOSE APPROVED FOR USE UNDER UTILITY PLAN OR WITHIN A BUILDING.SHALL BE INSTALLED UNDER OR WITHIN FIVE(5)FEET OF ANY BUILDING OR STRUCTURE,OR PART SHEET NUMBER THEREOF,NO LESS THAN ONE(1')BELOW THE SURFACE OF THE GROUND. w 11. CONNECTIONS NOT MADE AT STRUCTURES SHALL USE A"WYE"FITTING. C-300 SCALE- ,"- 20 20 10 0 20 CO LAND USE. - 5. _ y CONCRETE SIDEWALK `— y CURB JOINT VARIES 2" OF 3/4'-0 y .,,,,. 1 y ,�.����� �Ma o �� COa (SEE NOTE 4) ROCK y .I, y ��Mw.�f.� , d i $ . . . . • . �--2 O%MAX A W y "Ali*I a�l�� ,.• �y °J PAYFyENT �i✓•� • r """ SEE NOTE 5 '000p000 oo" ✓ v y °°oo°0000°o° COMPACTED SUBGRADE o 0 0°00 '• 'o°o°000 • y °°°°°o°° ° o:gg°° ° o 1 M NOTES: o 00 ^ ^" ^ 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 2' DETECTABLE WARNING `�� y y y i'. `V ° n 3 i 1. OF 4000 P.S.I. AT 28 DAYS, SLUMP RANGE OF 1-1/2" TO 4". SEE DETAIL THIS SHEET4'11N 2. PANELS TO BE 5 FEET LONG. co 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT EXTRUDED CURB DETECTABLE WARNING / SPACING NOT TO EXCEED 45 FEET. SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE NOTES: SAMEA TIME ASTHE CURB, THE JOINT BETWEEN THEM SHALL 1. SEE DETECTABLE WARNING DETAIL ON THIS SHEET. O BE A TROWELED JOINT WITH A MIN. 1/22INCH RADIUS. 2. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK LINES. 5. SIDEWALK SHALL HAVE A MIN. THICKNESS OF 6 INCHES IF IT 3. RAMP TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. IS INTENDED AS A PORTION OFA DRIVEWAY. OTHERWISE 4. RAMP TO BE CENTERED IN CROSSWALK. J SIDEWALK SHALL HAVE A MIN. THICKNESS OF 4 INCHES. 6. FINISH WITH BROOM AND EDGE ALL JOINTS. 5. RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD CONCRETE SIDEWALK SECTION SHOWNCD ON THIS SHEET. STANDARD CONCRETE SIDEWALK DETAIL IN-LINE A.D.A RAMP Y NOT TO SCALE NOT TO SCALE • U Q Z 0- Z i_ O 6' 7' BLUE FIELD BACKGROUND W� U Y 6" LI Ct " K 1/2 ROUND I- 3� /6" ASPHALT CONCRETE CURB !A Cl) CLASS"C' MACHINE PLACED V J Z LI3.5" Z EPDXY Q 0 O " J__I +2• 1/- SUBMIT TYPE FOR REVIEW v'^ U •I 4" WIDE PAINT �/ LJJ 2.-1 0 li STRIPE TYPICAL v�l �O.II1I�1r /. �/ Q X Lc " %`//// ///`////p 0�..0p0�..00.••.000• W O H Z Z QLr o , 1. L 0 1 NOTE: ICI 0 C.� i= Imo 10" 7 1. STANDARD CONCRETE CURB SHALL BE USED ON PUBLIC RIGHT-OF-WAYS Z 637E 4" AND AROUND BUILDINGS. 0 fl- PROVIDE _ AT EACH A.D.A. 2. EXTRUDED CURBS SHALL BE USED AROUND PARKING AREAS ONLY. F A PARKING STALL U i� �Di TYPICAL A.D.A.PARKING SYMBOL EXTRUDED CURB CC 1, EE NOT TO SCALE NOT TO SCALE 65' t t G V/ i Z p ALUMINUM SIGN 0 H /PLATE WHITE 0 E B PARKING WITH D.M.V. -C BACKGROUND. 1" N i8' DISABLED PERMIT ONLY T HIGH BLUE LL LETTERS AND A VIOLATORS SUBJECT TO BORDER, BAKED 0 '� 1 TOWING UNDER ENAMEL. SEE `i [I' ll E ORS 811.620 ▪ o IVENAMEL ON THIS I- II _ AND FINE UNDER SHEET FOR / B \/A,_I F , ` I ORS 611.615 / 1--K O ▪ �M DIMENSIONS. Z Y � _ G 1 LJ ALUMINUM SIGN WHERE SHOWN -+10.45�i ACCESS!: �i H ( ) SEE DETAIL ON VAN SON PL / 1 1 �� �C THIS SHEET `AO�IBIE� II`�� �II 07.2" rya 1.7" EQEp PR OFF E 1� I r �,� S6j J U G " w ,V ENGINFF9 Oy9 _ "' � E L c NOTES ) 00 0° OO ( z > (<� ' NOTES 1.SIGN BACKGROUND: BLUE, RETRO-REFLECTIVE SHEETING O F�a NwN �( , 7' MOUNT ) oQ too Qo ( W . L.L . •,,o°' cr 1.SIGN BACKGROUND: BLUE, RETRO-REFLECTIVE SHEETING 2•SIGN LEGEND: WHITE, RETRO-REFLECTIVE SHEETING GALVANIZED HEIGHT I o SfTH C.GaaEJ 3.THE DISABLED PERSON PARKING SIGN IS USED TO DESIGNATE A STEEL POST Ir 0.90" ) o� Qo Qo 2.SIGN LEGEND: WHITE, RETRO-REFLECTIVE SHEETING Y Z EXPIRATION DATE 06/30/13 PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMIT AS STATED. -4- TRUNCATED DOME RAMVAR DTH w 3.THE VAN ACCESSIBLE SIGN SAHLLE BE USED WITH SIGN OR20-68 TO DETAIL CURB DATE 101,102012 DESIGNATE THESE PARKING SPACES THAT HAVE AN 8-FOT ISLE. DIMENSIONS (INCHES) , a DRAWN I LOT RAMP TEXTURE O DESIGNED I LOT SIGN II 18" CONCRETE BASE PATTERN DETAIL DIMENSIONS(INCHES) A BCDEF GHJK II J CHECKED I KSR 12"0��. • SIGN A B C 0 E F C H L L'.11.,� PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE IN THE LOWER W PROECTI 121298820 STANDARD 18 24 1/2 1 1/22 1/22 1/26 1/22 1/8 1 9/1624" OF THE THROAT OF THE RAMP ONLY OR IN OTHER AREAS NOTED IN SHEET TITLE PLANS. ARRANGE DOMES USING IN-LINE PATTERN ONLY AS SHOWN IN STANDARD 12 6 3/8 1 1/2 1 1/2 1/2 1 1 1/2 A.D.A PARKING STALL SIGN DETAIL COLOR OF TEXTURE TO BE SAFETY YELLOW. LU DETAILS TYPICAL A.D.A PARKING SIGN TRUNCATED DOME DETECTABl_E WARNING DETAL SHEET NUMBER NOT TO SCALE NOT TO SCALE NOT TO SCALE w I— C-400 VAN ACCESSIBLE SIGN NOT TO SCALE CO LAND USE I - .. rII c PLANT MATERIAL LEGEND O . SOUTHWEST GONZAGA STREETym SWAM �' 1MM[6"Ff COMMON NACQFTAAF9@ 5KANT NSW PLANT PACINGaUMrITIX MOM Lai 3 w w w w .� ' W M, TAM N w w wE/ W w w A[E0.RUARUM'0.FD SUNSET RFD SUNSET RED MAPLE I.S'GL/AY /BMNLMIG 22.0.•0.0 6 rh w �� S S o w V . y ��` \ .� ACf0.a MFMAXA'ARMSIRONG' ARMSTRONG MAPLE l'GL/AY fi'AMNCMNG MA' l M cc g O fNm L e q D ipirimis,• • QIm �/ -_-.111 ��= ILMI• 0 - ALG ORONATUM NNE MAPLE 5ry'Gl/3TRUNA/AY S'.6' AS SHOWN 1 II4i_lINSTALL 3 GALLON OTTO LUYKEN I ® lE 0 0 r LAUREL ALONG GONZAGA STREET. �i1 )\\ TOTAL OF ELEVEN(11)PLANTS 11\ �' MO", .-- • . _ maws C i _ — ! �- _ _ I EN MAXONIR MUFOIIIIM OI@GON GMPf HOLLY I GAL 1t'N' 1'-0'O.0 ID 1-T rT/ 7 1' A O'4' N WPM ��0 ' IEe D ,J '�� � 11 A �)s„�)1�/ �, a ®--sr- PRUNUS AMO FMIVI'OE DLU REN' 010LU KENS LAUREL 3GLL N'-%' Y-0OC INSTALL ALONG WXSAGA SMEOA NOTFO 1 i) /IW Sop. �B_`'�,2��`�,.j��j{.�,A I / LGK n'T6' 1'-0'DL 35 ALL REMAINING/LEDGE ROWS pip irj %F. ilot Ado 15• 10 A VISION § CLEARANCE ..-I / k ' MCtMTADMYIOS LAM-LARD MANIKIN./KA MM' 1GAL 6- l'-0'O.0 115 • y el az Z♦ . -.� / _ EMGuu vfsG waopwsDsrMweERRr 1GAL 6• Tco.c xs > •�,, ,I, 44 �: I. / i- ”-I SEDGE/RUMP MR IUNOIS PATENS/CARER SIVATA 1p GAL 6' ICO.0 356150AN O ,- , •, - De✓� TIRs-TYI[aM5A6/wILDRLowEM Aw Mn Nilli r (1� pie �♦ ,� ,�AI / IIrRanMf sux Ma POAMePo.gxs-PDRruxD.DR ufD s• 6LAs/l,DDDu 106u \JJf� I HOBBS,PDP Z_ l� .• Y� I L 'I PROnMf)W LOW PROFILE EC MO gNSvOR0AN0.OR SEED lT 6LAf/1.0005. AS MfEDED 4li • Y�I .qui I e GENERAL NOTES:LANDSCAPE PLANZ1.. oir r .l ._.J �, 1 Z Q f '•\. 1. LANDSCAPE PLANTING SHALL CONFORM TO THE STANDARDS ESTABLISHED UNDER CITY OF TIGARD PLANNING DEPT. Q G ll 4° F� I' S e 2. ALL PLANT BEDS SHALL HAVE A 3"DEPTH OF BARK MULCH,EXCEPT RAIN GARDENS. J Z I C�ll p 3. INSTALL HIGH DENSITY JUTE MATTING IN RAIN GARDENS ON ALL SLOPES AND BOTTOM.INSTALL COCOA MAT AROUND ALL RAIN GARDEN TREES AND SHRUBS. � F— 0 ' .I: I I .S ' I I/ DO NOT INSTALL AROUND GROUNDCOVER OR FORMAL PARKING LOT PLANT MATERIALS. r n ' ' 1 H r Ef S PROPOSED RAIN GARDEN FACILITY. `'. , 4. PERMANENT UNDERGROUND IRRIGATION IS NOT PROPOSED ON THIS PROJECT.LANDSCAPE AREAS SHALL BE HAND WATERED FOR THE DURATION OF V LU 0 .�E 1p 556 SF OF TREATMENT AREA ... THE ESTABLISHMENT PERIOD UTILIZING EITHER AN EXISTING IRRIGATION QUICK COUPLER OR BUILDING HOSE BIB..EACH TREE WILL HAVE A WATER W �I"R I REQUIRES GAL EMERGENTS 524 SHRUBS y '� p° BAG INSTALLED AT THE BASE.SHRUBS AND GROUNDCOVER SHALL BE WATERED FOR 10 MINUTES EVERY OTHER DAY.TREE WATER BAGS SHALL BE D H it CX � ` REFILLED EVERY OTHER DAY,OR AS NEEDED BASED ON EVAPORATION AND SOIL ABSORPTION. ' rs <0 !I I c ' I q 5. ALL PLANT MATERIAL DELIVERED TO THIS SITE SHALL MEET THE AMERICAN NURSERYMAN'S ASSOCIATION z " H I[ II�� STANDARDS. J (n �.40 1 I .IRO' p 6. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO Z "'ffffff I _J INSTALLATION.PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE Q 0 j (` REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER.THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS Q O I I ..• .�' : 1� 4 THAT ARE IN COMPLIANCE WITH THE DRAWINGS. a 0 ° LU _' ��� II c IOD. r Ir R. Q Q X CC tP I y �'4-lik.-.011111 „' *,,,, q--p--QC 1 U w O lir IPW - i3,f..,,,,,Awageataaaawrivi.,..,,,.. e�T� VItkAlaAV .may 0_ra '`1 � �I' e j , / :l ia���'� ' �'�� I fi Q O W rte,, !_ r._ $ J c� i.-- _____ 011((°(E �...®......A ."..e..._, ti-I I I I 0 m /17 .._.PPS• .»..,._.� .�.m .W...e.._N_..N •. /-`.f*''''' F'"N.- U EXISTING MEADOW TO REMAIN: bKEO e.�W �'>(!;1 )��' �' LCL'.�a�,....».....,.a.._.�.,....,.....,.,__..a.....o�. i. � 1� CONTRACTOR TO RESEED ANY „L1:X•.®•••••••••••••..,,........ -...1›,-41,1,, �" CO I MEADOW AREAS AFFECTED BY EXISTING DECIDUOUS .'1 j JUTE MATTING N>iTALLA710N ,.,o L�2�,GROUNDCOVER SPACING DIAGRAM W.}(1.1". / Z CONSTRUCTION WITH EROSION TREE TO REMAIN. 1 =-1,A + CONTROL SEED MIX IN LEGEND. PROTECT IN PLACE �r - l -3 L.:3 O 8 EXISTING EVERGREEN I .o�RNf..1..T HEDGERbN �:+wm R'RN7.........., 0 SECT ON • : ;4:44.-.....,....-4. ,,n l v \A �cwRa �L O • �... - - . 41, • .a W.RL,.,,.. �rn N bg•_.xmR_...g.N<._ .: /D D ..... - __....._ _-____-_ DECIDUOUS/EVERGREEN SHRUB PLANTING _ P W.,R PLANTER ISLAND•TYPICAL LAYOUT .R..RFgsR COCOA MAT-RAIN GARDEN TREES S SHRUBS I / I °DUMPSTERS p _ � ��� R��� - - ._ - - I p D EXISTING EVERGREEN TREE— — I ... RECELVED p EXPIRES GS,8f,L3 .. ; .. __-- I` = �-': . S• DATE I oS3d1017 _.. . I �► - tett a..�. JUN 2 6 2012 O DRAWN I PEG I 1% �' '�-1• °ESPIED I PEG 11111111 i- ,...,. 0r..� wow N J CNEa® II CITY OF TIGARD w �/ z, �I ,, �� Rd ._�' -._.�. PLANNING/ENGINEER Q PLANTING PLAN %M71=EN ,,,,..::::, L..-1, SLEET NUMBER � - In w w L100 0 5 10 Col DECIDUOUS TREE PLANTING a..."..-... .,,,.o.ti.l SOIL MOUNDING IN PLANTER ISLAND ,a m.RNR LRP USE a - - 1 J'Z — Ode(7* Z Storm Water Connection Permit juthorzzation CleanWater Services Our commitment is clear. F`' Permit Number ! SDR2012-00002 This Authorization to issue a Storm Water Connection Permit,in accordance with the requirements of Resolution and Order 07-20,including section 3.01.2,when signed and dated by the District,verifies that the District has reviewed the construction plans,as submitted by the City,and concurs that they are in accordance with the previously identified design standards and either, 1)the Service Provider Letter(SPL)or, 2)the Sensitive Area Pre-Screening Site Assessment acting as the SPL issued for project and is in compliance with the District's water quality protection standards. This authorizes the Jurisdictional City to issue a Stormwater Connection Permit for the project. If modifications occur after the issuance of this letter which create a violation of the Service Provider Letter,then the Permit becomes null and void. It is the responsibility of the Jurisdictional City to notify Clean Water Services of changes that effect the Service Provider Letter. Service Provider Letter Number: 12-000841 Date of Service Provider Letter: Map and Tax Lot#: 2S101AC00800 Project Name: Roy Rogers Parking Lot Developer/Applicant: Roy Rogers Jurisdictional City: Tigard Comments: CONCLUSION �{�� nf� .- ',. . _ r o. . _ ... .. . •-.u' "nd authorizing-i ons I_ r••. . .-....11 _• -.' __ -• - •all portions of this project have been designed to CWS Design and Construction Standards,R&O 07-20.and have been reviewed and approved by the Jurisdictional City. Storm Willer Connection Permit authorized by: Date: • L-,ALA A 12/13/2012 ackie S.e H.' phi'". 7U/Z3/2UUI \Ueveiopment 5vcs\rian Keview\storm vvater connectiombtormvvateruonnecuoniermis arcnives\u1n!gam-Kay rcogers rarKing Lot- 12-13-2012