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SLR2001-00006
SLR2001 00006 CITY OF TIGARD STREAMBED STABILIZATION August 27, 2001 CITY OF TIGARD City of Tigard OREGON Attn: Greg Berry 13125 SW Hall Blvd. Tigard, OR 97223 RE: Sensitive Lands Review for 2S13CD, Tax Lots 8600 and 7200 Dear Mr. Berry: This letter is in response to your request for a Type 1 Sensitive Lands Review approval to stabilize a streambed and adjacent slopes that are eroding. The work includes excavation of seventeen cubic yards of material, placing six log weirs within the streambed, and placing vegetated geogrids for slope stability on the banks. The property is located east of SW 118th Avenue, north of SW Gaarde Street, and is described as, WCTM 2S13CD, Tax Lots 8600 and 7200. The Tigard Community Development Code, Sensitive Lands Review Section, states that, "The Director shall review minimal ground disturbances or landform alterations involving 10-50 cubic yards of material, except in the floodway area by means of a Type 1 procedure, as governed by Section 18.390.030 subject to compliance with all of the standards in this chapter." Section 18.775.070(C)(D) outline the criteria that have been considered in review of this application, and are discussed below. Excessive Slopes 1. The extent and nature of the proposed land form alteration or development will not create site disturbances to an extent greater than that required for the use. The site is currently a drainage way and the proposed action is being performed to improve the streambed and maintain the integrity of the bank. No change of use is requested. 2. The proposed land form alteration or development will not result in erosion, stream sedimentation, ground instability, or other adverse on-site and off-site effects or hazards to life or property. The proposed land form alterations are intended to improve the stability of the slopes and decrease the potential of future erosion. Maintenance of such natural areas are required to ensure proper function. 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 '••. • 3. The structures are appropriately sited and designed to ensure structural stability and proper drainage of foundation and crawl space areas for development with any of the following soil conditions: wet/high water table; high shrink-swell capability; compressible/organic; and shallow depth-to-bedrock. No structures are being proposed. This criterion has been satisfied. 4. Where natural vegetation has been removed due to land form alteration or development, the areas not covered by structures or impervious surfaces will be replanted to prevent erosion in accordance with Chapter 18.745, Landscaping and Screening. The proposal does not call for removal of any vegetation. In fact, the proposal calls for vegetated geogrids to be placed on the bank for stability. This criterion has been satisfied. Drainageway 5. The extent and nature of the proposed land form alteration or development will not create site disturbances to the extent greater than that required for the use. The landform alterations will be limited to that required to install log weirs to control the grade of the creek and prevent erosion. 6. The proposed land form alteration or development will not result in erosion, stream sedimentation, ground instability, or other adverse on-site and off-site effects or hazards to life or property. The proposed log weirs are intended to stabilize the creek and prevent erosion. This criterion has been satisfied. 7. The water flow capacity of the drainageway is not decreased. The applicant contends that the flow characteristics including capacity of the drainageway will not be altered by this proposal. This criterion has been met. 8. Where natural vegetation has been removed due to land form alteration or development, the areas not covered by structures or impervious surfaces will be replanted to prevent erosion in accordance with Chapter 18.745, Landscaping and Screening. There is no natural vegetation in the drainageway. Native vegetation is proposed for installation. This criterion has been satisfied. 9. The drainageway will be replaced by a public facility of adequate size to accommodate maximum flow in accordance with the adopted 1981 Master Drainage Plan. The proposal does not alter or warrant replacement of the existing drainageway. This criterion has been met. Page 2 of 3 10. The necessary U.S. Army Corps of Engineers and State of Oregon Land Board, Division of State Lands approvals shall be obtained. The applicant has attained preliminary approval from the U.S. Army Corps of Engineers and the Oregon Division of State Lands. The approvals are attached to this decision. 11. Where land form alterations and/or development are allowed within and adjacent to the 100-year floodplain, the City shall require the consideration of dedication of sufficient open land area within and adjacent to the floodplain in accordance with the Comprehensive Plan. The land form alteration is not adjacent to a 100-year flood plain. Water Resources Overlay According to the Tigard Development Code, projects such as stream and wetlands restoration and enhancement programs are exempt when, "performed under the direction of the City, and in compliance with the provisions of the City of Tigard Standards and Specifications for Riparian Area Management." This criterion has been satisfied. THIS REQUEST HAS BEEN APPROVED. PLEASE SUBMIT A COPY OF THIS LETTER WITH YOUR PROPOSED MODIFICATIONS TO THE BUILDING DEPARTMENT. The Director's designee has determined that the proposed project will continue to promote the general welfare of the City and will not be significantly detrimental, nor injurious to surrounding properties provided that, development which occurs after this decision complies with all applicable local, state, and federal laws. If you need additional information or have any questions, contact me at (503) 639-4171, ext. 388. Sincerely, e—eNa--e Brad Kilby Associate Planner I:\curpin\brad\City SLR Decision.doc c: SLR2001-00006 Land use file Page 3 of 3 •F A X azio, A, • oft DEPARTMENT OF THE ARMY �.� PORTLAND DISTRICT,CORPS OF ENGINEERS (a/ ./„; POST OFFICE BOX 2946 � �'„"'gpl;-`�`"Y tti PORTLAND,OREGON 97208-2946 ��+��;_ MAY 2 9 "!rye PC REPLY TO May 25, 2001 S`i[S OF/P ATTENTION OF. i 1� Operations Division Regulatory Branch Corps Number: 2001-00360 Mr. Bill Hall City of Tigard 13125 SW Hall Boulevard Tigard, Oregon 97223 Dear Mr. Hall: The U.S. Army Corps of Engineers (Corps) has received your application requesting Department of the Army authorization to complete stream bank stabilization along 320 feet of an unnamed tributary of Fanno Creek in Tigard. You are proposing to remove existing gabions and riprap, add vegetated geogrids and toe riprap(where needed), install log weirs to control tributary bed degradation, and plant native plants along the riparian zone. The enclosed maps and drawings in Enclosure 1 provide additional project details. The purpose of the project is to repair degraded tributary conditions with bioengineer-based techniques. This project is located in Section 3, Township 2 South, Range I West, Washington County, Oregon. This project has been reviewed for compliance with Section 404 of the Clean Water Act. Based on the information you provided,the Corps verifies that your project is authorized under the criteria of Nationwide Permit (NWP)No. 27. Your project must be conducted in accordance with the Regional Conditions in Enclosure 2 and the NWP General Conditions in Enclosure 3,and the following special conditions: 1. You must comply with the Reasonable and Prudent Measures for erosion control that are conditions to this permit and enclosed as Enclosure 4. 2. You must complete the monitoring report, Ehclosure 5,within 30 days of completing your project. 3. The elevation difference between upstream and downstream side of the log weir shall not exceed 6 inches (see sheet 7 of Enclosure 1). Failure to comply with any of the conditions or a change in project scope may render your authorization invalid and could result in the Corps initiating an enforcement action. Other permits such as one pursuant to Oregon's Removal-Fill Law and other appropriate local authorizations, may also need to be obtained. The Oregon Department of Environmental Quality has certified use of this NWP; it is provided as Enclosure 6. You are also required to comply with these conditions. -2- Please note that you must also complete, sign, and submit the enclosed "Compliance Certification" (Eticlosurc 7)for-the completed work (see General Condition 14 of Enclosure 3). If you sell the property where this authorized project is located, Regional Condition 5 of Enclosure 2 requires you to transfer the permit to the new owner. The"Notice Of Property Transfer" form is available upon request. After reviewing your proposal,the Corps has determined that the net impacts will not exceed the minimal impact guidance for this NWP. This letter of verification is valid until June 7, 2005, unless this nationwide permit expires, is modified,reissued,or revoked before that date. If you commence or are under contract to commence this activity before the date the nationwide permit expires, you will have 12 months from the expiration date to complete the activity under the present terms and conditions of the current nationwide permit. The Corps has used a programmatic procedure, developed with the National Marine Fisheries Service,to evaluate you proposal for compliance with the Endangered Species Act and the Magnuson-Stevens Act for essential fish habitat. Please note that there are certain requirements that you must comply with for this procedure to be used. You must submit, ; 30 days of project completion,a completed Enclosure 4. Part of this requirement includes taking pre-dredging and post-post pictures to be included in the report. Because your will likely be dredging more than once,you should make a copy of Enclosure 4 so you have a copy of this enclosure for subsequent monitoring reports. This programmatic procedure also requires that we provide the following declaration: NOTICE. If a dead, injured, or sick endangered or threatened species specimen is located, initial notification must be made to the National Marine Fishery Service Law Enforcement Office, located at Vancouver Field Office, 600 Maritime, Suite 130,Vancouver, Washington 98661; phone: 360-418-4246. Care should be taken in handling sick or injured specimens to ensure effective treatment and care or the handling of dead specimens to preserve biological material in the best possible state for later analysis of cause of death. In conjunction with the care of sick or injured endangered and threatened species or preservation of biological materials from a dead animal, the finder has the responsibility to carry out instructions provided by Law Enforcement to ensure that evidence intrinsic to the specimen is not unnecessarily disturbed. If you have any questions, please write using the letterhead address or call Mr. Richard Gebhart of my staff at 503-808-4383. You may also email him at: richard.a.gebhart@ usace.army.mil. Sincerely, i (Lawrence C. Evans Chief, Regulatory Branch Enclosures Copies Furnished: Oregon Division of State Lands (Bill Parks— GA-23961) Oregon Department of Environmental Quality (Melville) OP-GP—(Rose) • CITY OF TIGARD �® ,� . 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Note:Elevation difference between --�--- - - f e. =w: swam ttaw•e sn1...W o1nw.1 .::T_..----r upstream and downstream side of weir `° >r moans NO shall not exceed 6 inches. • M0w 00000 r 2000 IY..[n W 141102 wt.In).'n0/ ...I a.M)r 1wcro 0.1v r MA 0/l IWN 4114II W OW SC1011a-10 MW 0.00 t.0/ ).W Eli TTINAII.112.01E PPS r • LOL 0.20102000 1.01, .OIL 20.1.as.a1 00 LOC d O Ir .041%.L I'.r �' �w"= A SW 118TH COaUra =--v-r.=2"""- ""` ® 1 !11 110TH COURT EROSION CONTROL ^ -000-12-2w ` ••• ••• OTY m1gARp se•m.le.•rn.,ort oErAlu t1EEr ka 1 asp D1 7 Corps Number: 2001-360 • REGIONAL CONDITIONS 1. Fish Passage. Nationwide permit activity affecting"waters of the U.S." must not restrict the passage of aquatic life. Activities that require the placement of culverts,diversion structures, or changes to the channel morphology must be designed to be consistent with passage standards developed by Oregon Department of Fish and Wildlife (ODFW)and National Marine Fisheries Service (NMFS) entitled, ODFW Standards and Criteria for Stream Road Crossings. 2. Federal Threatened & Endangered Species. If at any time during the conduct of work authorized, the permittee becomes aware that a federally listed threatened or endangered species (as identified under the federal Endangered Species Act) or the habitat of such species may be affected, the permittee must notify the Corps. 3. Cultural Resources & Human Burials. If at any time during the conduct of work authorized, the permittee or agent(s)discovers that human burials,cultural resources, or historic properties (as identified by the federal Historic Preservation Act)may be affected, they must notify the Corps. 4. Inspection of Permit Area. To ensure that the nationwide permit terms and conditions are met, the permittee must allow representatives of the Corps to inspect the authorized activity. Personnel from DEQ are considered to be authorized"representatives" for Section 401 water quality inspections. A request for access to the site will normally be made sufficiently in advance to allow a property owner or representative to be on site with the agency representative making the inspection. 5. Sale of Property/Transfer of Permit. If you sell the property associated with this permit, you must transfer the permit to the new owner(s)and obtain their signature(s). A copy of this permit with new owner(s) signature shall be sent to this office to validate the transfer of this permit authorization. 6. In-Water Work Periods. All in-water work, including temporary fills or structures, shall occur between 1 July and 30 September. Exceptions to these recommended time periods require specific approval from the Corps. 7. Heavy Equipment. Heavy equipment shall not operate in the waters of a flowing stream to perform work authorized by this verification unless specifically authorized. 8. Fish Habitat and Passage. Fish habitat and passage shall be protected by ensuring that the final work does not create an impoundment to fish passage and that there are no changes in stream gradients. Encl 2 • Nationwide Permit General Conditions (From Federal Register, Vol 65,No. 47, 9 March 2000) The following general conditions must be followed in order for any authorization by an nationwide permit(NWP)to be valid: 1. Navigation.No activity may cause more than a minimal adverse effect on navigation. 2. Proper Maintenance.Any structure or fill authorized-shall be properly maintained,including maintenance to ensure public safety. 3.Soil Erosion and Sediment Controls.Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction,and all exposed soil and other fills,as well as any work below the ordinary high water mark or high tide line,must be permanently stabilized at the earliest practicable date. 4.Aquatic Life Movements.No activity may substantially disrupt the movement of those species of aquatic life indigenous to the waterbody,including those species which normally migrate through the area,unless the activity's primary purpose is to impound water.Culverts placed in streams must be installed to maintain low flow conditions. 5. Equipment.Heavy equipment working in wetlands must be placed on mats,or other measures must be taken to minimize soil disturbance. 6. Regional and Case-By-Case Conditions.The activity must comply with any regional conditions which may have been added by the division engineer(see 33 CFR 330.4(e))and with any case specific conditions added by the Corps or by the State or tribe in its Section 401 water quality certification and Coastal Zone Management Act consistency determination. 7.Wild and Scenic Rivers.No activity may occur in a component of the National Wild and Scenic River System;or in a river officially designated by Congress as a"study river"for possible inclusion in the system,while the river is in an official study status;unless the appropriate Federal agency,with direct management responsibility for such river,has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation,or study status.Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency in the area e.g.,National Park Service, U.S. Forest Service,Bureau of Land Management, U.S. Fish and Wildlife Service. 8. Tribal Rights.No activity or its operation may impair reserved tribal rights,including,but not limited to,reserved water rights and treaty fishing and hunting rights. 9.Water Quality. (a)In certain States and tribal lands an individual 401 water quality certification must be obtained or waived(See 33 CFR 330.4(c)). (b)For NWPs 12, 14, 17, 18,32,39, 40, 42, 43, and 44,where the State or tribal 401 certification(either generically or individually)does not require or approve a water quality management plan,the permittee must include design criteria and techniques that will ensure that the authorized work does not result in more than minimal degradation of water quality.An important component of a water quality management plan includes stormwater management that minimizes degradation of the downstream aquatic system,including water quality.Refer to General Condition 21 for stormwater management requirements. Another important component of a water quality management plan is the establishment and maintenance of vegetated buffers next to open waters,including streams.Refer to General Condition 19 for vegetated buffer requirements for the NWPs. 10.Coastal Zone Management. In certain states,an individual state coastal zone management consistency concurrence must be obtained or waived(see Section 330.4(d)). I I. Endangered Species. (a)No activity is authorized under any NWP which is likely to jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation,as identified under the Federal Endangered Species Act,or which will destroy or adversely modify the critical habitat of such species.Non-federal permittees shall notify the District Engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the project,or is located in the designated critical habitat and shall not begin work on the activity until notified by the District Engineer that the requirements of the Endangered Species Act have been satisfied and that the activity is authorized.For activities that may affect Federally-listed endangered or threatened species or designated critical habitat,the notification must include the name(s)of the endangered or threatened species that may be affected by the proposed work or that utilize the designated critical habitat that may be affected by the proposed work.As a result of formal or informal consultation with the FWS or NMFS,the District Engineer may add species-specific regional endangered species conditions to the NWPs. (b)Authorization of an activity by a nationwide permit does not authorize the"take"of a threatened or endangered species as defined under the Federal Endangered Species Act.In the absence of separate authorization,e.g.,an ESA Section 10 NW General Conditions I of 6 Encl 3 (10)For NWP 31,Maintenance of Existing Flood Control Projects,the prospective permittee must either notify the District Engineer with a PCN prior to each maintenance activity or submit a five year(or less)maintenance plan. In addition,the PCN must include all of the following: (i)Sufficient baseline information so as to identify the approved channel depths and configurations and existing facilities.Minor deviations are authorized,provided the approved flood control protection or drainage is not increased; (ii)A delineation of any affected special aquatic sites,including wetlands;and, (iii)Location of the dredged material disposal site. (II)For NWP 33,Temporary Construction,Access,and Dewatering,the PCN must also include a restoration plan of reasonable measures to avoid and minimize adverse effects to aquatic resources. (12)For NWPs 39, 43,and 44,the PCN must also include a written statement to the District Engineer explaining how avoidance and minimization of losses of waters of the United States were achieved on the project site. (13)For NWP 39,Residential,Commercial,and Institutional Developments,and NWP 42,Recreational Facilities,the PCN must include a compensatory mitigation proposal that offsets unavoidable losses of waters of the United States or justification explaining why compensatory mitigation should not be required. (14)For NWP 40,Agricultural Activities,the PCN must include a compensatory mitigation proposal to offset losses of waters of the United States. (15)For NWP 43,Stormwater Management Facilities,the PCN must include,for the construction of new stormwater management facilities,a maintenance plan(in accordance with State and local requirements,if applicable)and a compensatory mitigation proposal to offset losses of waters of the United States. (16)For NWP 44,Mining Activities,the PCN must include a description of all waters of the United States adversely affected by the project,a description of measures taken to minimize adverse effects to waters of the United States,a description of measures taken to comply with the criteria of the NWP,and a reclamation plan(for aggregate mining activities in isolated waters and non-tidal wetlands adjacent to headwaters and any hard rock/mineral mining activities). (17)For activities that may adversely affect Federally-listed endangered or threatened species,the PCN must include the name(s)of those endangered or threatened species that may be affected by the proposed work or utilize the designated critical habitat that may be affected by the proposed work. • (18)For activities that may affect historic properties listed in,or eligible for listing in,the National Register of Historic Places,the PCN must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property. (19)For NWPs 12, 14,29, 39, 40, 41, 43, and 44,where the proposed work involves discharges of dredged or fill material into waters of the United States resulting in permanent,above-grade fills within 100-year floodplains(as identified on FEMA's Flood Insurance Rate Maps or FEMA-approved local floodplain maps),the notification must include documentation demonstrating that the proposed work complies with the appropriate FEMA or FEMA-approved local floodplain construction requirements. (c)Form of Notification:The standard individual permit application form(Form ENG 4345)may be used as the notification but must clearly indicate that it is a PCN and must include all of the information required in(b)(1)-(19)of General Condition 13.A letter containing the requisite information may also be used. (d)District Engineer's Decision: In reviewing the PCN for the proposed activity,the District Engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest.The prospective permittee may,optionally,submit a proposed mitigation plan with the PCN to expedite the process and the District Engineer will consider any proposed compensatory mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects to the aquatic environment of the proposed work are minimal.If the District Engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse effects on the aquatic environment are minimal,the District Engineer will notify the permittee and include any conditions the District Engineer deems necessary.Any compensatory mitigation proposal must be approved by the District Engineer prior to commencing work.If the prospective permittee is required to submit a compensatory mitigation proposal with the PCN,the proposal may be either conceptual or detailed.If the prospective permittee elects to submit a compensatory mitigation plan with the PCN,the District Engineer will expeditiously review the proposed compensatory mitigation plan.The District Engineer must review the plan within 45 days of receiving a complete PCN and determine whether the conceptual or specific proposed mitigation would ensure no more than minimal adverse effects on the aquatic environment.If the net adverse effects of the project on the aquatic environment(after consideration of the compensatory mitigation proposal) are determined by the District Engineer to be minimal,the District Engineer will provide a timely written response to the applicant stating that the project can proceed under the terms and conditions of the nationwide permit.If the District Engineer determines that the adverse effects of the proposed work are more than minimal,then he will notify the applicant either: (I)That the project does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an individual permit; (2)that the project is authorized under the NWP subject to the applicant's submission of a mitigation proposal that would reduce the adverse effects on the aquatic environment to the minimal level;or NW General Conditions 3 of 6 Encl3 (a)Compensatory mitigation at a minimum I:l ratio will be required for all wetland impacts requiring a PCN. Consistent with National policy,the District Engineer will establish a preference for restoration of wetlands to meet the minimum compensatory mitigation ratio,with preservation used only in exceptional circumstances. (b)To be practicable,the mitigation must be available and capable of being done considering costs,existing technology,and logistics in light of the overall project purposes.Examples of mitigation that may be appropriate and practicable include,but are not limited to:reducing the size of the project;establishing and maintaining wetland or upland vegetated buffers to protect open waters such as streams;and replacing losses of aquatic resource functions and values by creating,restoring, enhancing,or preserving similar functions and values,preferably in the same watershed; (c)The District Engineer will require restoration,creation,enhancement,or preservation of other aquatic resources in order to offset the authorized impacts to the extent necessary to ensure that the adverse effects on the aquatic environment are minimal.An important element of any compensatory mitigation plan for projects in or near streams or other open waters is the establishment and maintenance,to the maximum extent practicable,of vegetated buffers next to open waters on the project site. The vegetated buffer should consist of native species.The District Engineer will determine the appropriate width of the vegetated buffer and in which cases it will be required.Normally,the vegetated buffer will be 25 to 50 feet wide on each side of the stream, but the District Engineer may require wider vegetated buffers to address documented water quality concerns.If there are open waters on the project site and the District Engineer requires compensatory mitigation for wetland impacts to ensure that the net adverse effects on the aquatic environment are minimal,any vegetated buffer will comprise no more than 1/3 of the remaining compensatory mitigation acreage after the permanently filled wetlands have been replaced on a one-to-one acreage basis.In addition,compensatory mitigation must address adverse effects on wetland functions and values and cannot be used to offset the acreage of wetland losses that would occur in order to meet the acreage limits of some of the NWPs e.g.,for NWP 39,1/4 acre of wetlands cannot be created to change a'/:acre loss of wetlands to a'/.acre loss;however,/2 acre of created wetlands can be used to reduce the impacts of a1/3 acre loss of wetlands.If the prospective permittee is required to submit a compensatory mitigation proposal with the PCN,the proposal may be either conceptual or detailed. (d)To the extent appropriate,permittees should consider mitigation banking and other appropriate forms of compensatory mitigation.If the District Engineer determines that compensatory mitigation is necessary to offset losses of waters of the United States and ensure that the net adverse effects of the authorized work on the aquatic environment are minimal, consolidated mitigation approaches,such as mitigation banks,will be the preferred method of providing compensatory mitigation,unless the District Engineer determines that activity-specific compensatory mitigation is more appropriate,based on which is best for the aquatic environment.These types of mitigation are preferred because they involve larger blocks of protected aquatic environment,are more likely to meet the mitigation goals,and are more easily checked for compliance.If a mitigation bank or other consolidated mitigation approach is not available in the watershed,the District Engineer will consider other appropriate forms of compensatory mitigation to offset the losses of waters of the United States to ensure that the net adverse effects of the authorized work on the aquatic environment are minimal. 20.Spawning Areas.Activities,including structures and work in navigable waters of the United States or discharges of dredged or fill material, in spawning areas during spawning seasons must be avoided to the maximum extent practicable.Activities that result in the physical destruction e.g.,excavate,fill,or smother downstream by substantial turbidity of an important spawning area are not authorized. 21.Management of Water Flows.To the maximum extent practicable,the activity must be designed to maintain • preconstruction downstream flow conditions e.g.,location,capacity,and flow rates.Furthermore,the activity must not permanently restrict or impede the passage of normal or expected high flows(unless the primary purpose of the fill is to impound waters)and the structure or discharge of dredged or fill material must withstand expected high flows.The activity must,to the maximum extent practicable,provide for retaining excess flows from the site,provide for maintaining surface flow rates from the site similar to preconstruction conditions,and must not increase water flows from the project site,relocate water,or redirect water flow beyond preconstruction conditions.In addition,the activity must,to the maximum extent practicable,reduce adverse effects such as flooding or erosion downstream and upstream of the project site,unless the activity is part of a larger system designed to manage water flows. 22.Adverse Effects From Impoundments.if the activity,including structures and work in navigable waters of the United States or discharge of dredged or fill material,creates an impoundment of water,adverse effects on the aquatic system caused by the accelerated passage of water and/or the restriction of its flow shall be minimized to the maximum extent practicable. 23.Waterfowl Breeding Areas.Activities,including structures and work in navigable waters of the United States or discharges of dredged or fill material,into breeding areas for migratory waterfowl must be avoided to the maximum extent practicable. 24. Removal of Temporary Fills.Any temporary fills must be removed in their entirety and the affected areas returned to their preexisting elevation. 25. Designated Critical Resource Waters.Critical resource waters include,NOAA-designated marine sanctuaries,National Estuarine Research Reserves,National Wild and Scenic Rivers,critical habitat for Federally listed threatened and endangered species,coral reefs,State natural heritage sites,and outstanding national resource waters or other waters officially designated by NW General Conditions 5 of6 Encl 3 • REASONABLE AND PRUDENT MEASURES (as required the Programmatic Biological Opinion) 1. You must have erosion control materials,e.g., silt fence or weed-free bales,available on-site to respond to sediment emergencies. An oil-absorbing, floating boom must be available, on-site, during all phases of construction whenever surface water is present. All temporary erosion control materials are in- place and appropriately installed downslope of project activities within the riparian area. Effective erosion control measures will be in-place at all dimes during the construction period and not removed until permanent erosion control measures are effective. 2. When heavy equipment is required,you shall use equipment having the least impact, e.g., minimally sized, rubber tired. All heavy equipment, vehicle staging, maintenance, and refueling and the fuel storage areas shall be fueled a minimum of 150 feet horizontal distance from any stream. All equipment that is used for in-stream work will be cleaned prior to operations below the bankfull elevation and all external oil and grease will be removed,along with dirt and mud. No untreated wash and rinse water will be discharged into streams and rivers without adequate treatment. All vehicles operated within 150 feet of any stream or water body will be inspected daily for fluid leaks before leaving the vehicle staging area. Any leaks detected will be repaired before the vehicle resumes operation. When not in use, vehicles will be stored in the vehicle staging area. 3. Site preparation is completed in the following manner, including removal of stream materials,topsoil, surface vegetation and major root systems. a. Any in-stream large wood or riparian vegetation that is moved or altered during construction will stay on site or be replaced with a functional equivalent. b. Clearing and grubbing will not exceed 250 square feet within 150 feet of any stream occupied by listed salmonids during any part of the year, or within 50 feet of any stream not occupied by listed salmonids. c. Tree removal will be strictly limited. i. All perennial and intermittent streams: No tree greater than 3 inches in diameter at breast height will be removed from within 50 feet horizontal distance of the ordinary high water mark. ii. On any stream supporting a listed salmonid:No more than 5 trees(3 inches diameter at breast height or greater)total may be removed from the area spanning 50 feet to 150 feet horizontal distance from the ordinary high water mark. iii. Tree removal will be mitigated for onsite by a 2:1 replanting ratio. d. Native channel material,topsoil and native vegetation removed for the project shall be stockpiled for redistribution on the project area when the project area is to be revegetated or restored. 4. Earthwork, including drilling, blasting,excavation, dredging,filling and compacting, is completed in the following manner: a. Boulders,rock,woody materials and other natural construction materials used for the project must be obtained from outside of the riparian area. b. During excavation, native streambed materials will be stockpiled above the bankfull elevation for later use. Once riprap has been placed, native materials will be placed over the top of the riprap. c. Material removed during excavation will only be placed in locations where it cannot enter streams or other water bodies. d. All exposed or disturbed areas will be stabilized to prevent erosion. i. Areas of bare soil within 150 feet of waterways,wetlands,or other sensitive areas will be stabilized by seeding with native plants,mulching, and placing erosion control blankets and mats, if applicable,as quickly as reasonable after exposure,but within 7 days of exposure. ii. All other areas will be stabilized as quickly as reasonable, but within 14 days of exposure. iii. Seeding outside of the growing season will not be considered adequate nor permanent stabilization. End 4 e. All erosion control devices will be inspected during construction to ensure that they are working adequately. i. Erosion control devices will be inspected daily during the rainy season, weekly during the dry season, monthly on inactive sites. ii. If inspection shows that the erosion controls are ineffective, work crews will be mobilized immediately, during working and off-hours, to make repairs, install replacements, or install additional controls as necessary. iii. Erosion control measures will be judged ineffective when turbidity plumes are evident in waters occupied by listed salmonids during any part of the year. f. If soil erosion and sediment resulting from construction activities is not effectively controlled,you shall limit the amount of disturbed area to that which can be adequately controlled. g. Sediment will be removed from sediment controls once it has reached 1/3 of the exposed height of the control. Whenever straw bales are used, they will be staked and dug into the ground 5 inches(12 cm). Catch basins will be maintained so that no more than 6 inches (15 cm)of sediment depth accumulates within traps or sumps. h. Sediment-laden water created by construction activity will be filtered before leaving the right-of- way or entering a stream or other water body. Silt fences or other detention methods will be installed as close as reasonable to culvert outlets to reduce the amount of sediment entering aquatic systems. 5. Site restoration and clean-up, including protection of bare earth by seeding, planting, mulching and fertilizing, shall be done in the following manner. a. All damaged areas will be restored to pre-work conditions including restoration of original streambank lines, and contours. b. All exposed soil surfaces, including construction access roads and associated staging areas, will be stabilized at finished grade with mulch, native herbaceous seeding, and native woody vegetation prior to October 1. On cut slopes steeper than 1 vertical to 2 horizontal, a tackified seed mulch will be used so that the seed does not wash away before germination and rooting occurs. In steep locations, a hydro- mulch will be applied at 11/2 times the normal rate. c. Disturbed areas will be planted with native vegetation specific to the project vicinity or the region of the state where the project is located, and will comprise a diverse assemblage of woody and herbaceous species. d. Plantings will be arranged randomly within the revegetation area. e. All plantings will be completed prior to 15 April. f. No herbicide application will occur within 300 feet of any stream channel as part of this permitted action. Mechanical removal of undesired vegetation and root nodes is permitted. g. No surface application of fertilizer will be used within 50 feet of any stream channel as part of this permitted action. 11. Fencing will be installed as necessary to prevent access to revegetated sites by livestock or unauthorized persons. i. Plantings must achieve an 80 percent survival success after three years. i. If success standard has not been achieved after 3 years,the applicant will submit an alternative plan to the Portland District Regulatory Branch office. The alternative plan will address temporal loss of function. ii. Plant establishment monitoring will continue and plans will be submitted to the Portland District Regulatory Branch office until site restoration success has been achieved. 6. You must allow reasonable access to your project site for long-term monitoring of the effectiveness of the above conditions and other reasonable and prudent measures to avoid and minimize taking listed species. I 1 Ile US Army Corps MONITORING REPORT of Engineers ® To Be Completed with 30 Days of Project Completion Portland District Applicant: City of Tigard Corps Number: 2001-360 Category of Activity: Erosion Control Activities Corps POC: Richard Gebhart Project Name: Unnamed Tributary of Fanno Creek enhancement and rehabilitation Location: Hydrologic Unit Code: WILLAMETTE, TUALATIN-17090010 Latitude: 45° 25' 9"North Longitude: 122°47" 57" West Work Starting Date: Work Ending Date: Were any fish killed or injured during this work activity? D yes ❑ no Were any fish seen during this work activity? I yes El no Provide any comments on any unexpected issues during project completion. Describe your assessment of your project on the natural stream functions. Note: You must also submit pre- and post-project photographs with a site drawing showing the vantage point where the pictures were taken. Please note the date and time of the photographs. Photographs should show the site characteristics, like riparian vegetation, bank condition, and other discernable environmental conditions. End 5 • 4 WATER QUALITY CERTIFICATION CONDITIONS I. Turbidity/Erosion Controls. The authorized work shall not cause turbidity of affected waters to exceed 10%over natural background turbidity 100 feet downstream of the fill point. For projects proposed in areas with no discernible gradient break (gradient of 2%or less),monitoring shall take place at 4 hour intervals and the turbidity standard may be exceeded for a maximum of one monitoring interval per 24 hour work period provided all practicable control measures have been implemented. This standard applies only to coastal lowlands and floodplains,valley bottoms and other low-lying and/or relatively flat land. For projects in all other areas,the turbidity standard can be exceeded for a maximum of 2 hours(limited duration)provided all practicable erosion control measures have been implemented. These projects may also be subject to additional reporting requirements. Turbidity shall be monitored during active in-water work periods. Monitoring points shall be at an undisturbed site (representative background) 100 feet upstream from the turbidity causing activity,i.e.,fill or discharge point, 100 feet downstream from the fill point,and at the point of fill. A turbidimeter is recommended,however,visual gauging is acceptable. Turbidity that is visible over background is considered an exceedance of the standard. • Practicable erosion control measures which shall be implemented,as appropriate,include the following: a. Place fill in the water using methods that avoid disturbance to the maximum practicable extent,e.g.placing fill with a machine rather than end-dumping from a truck; b. Prevent all construction materials and debris from entering waterway; c. Use filter bags,sediment fences,sediment traps or catch basins,silt curtains,leave strips or berms,Jersey barriers,sand bags,or other measures sufficient to prevent movement of soil; d. Use impervious materials to cover stockpiles when unattended or during rain event; e. Erosion control measures shall be inspected and maintained daily to ensure their continued effectiveness, f. No heavy machinery in a wetland or other waterway; g. Use a gravel staging area and construction access; h. Fence off planted areas to protect from disturbance and/or erosion;and i. Flag or fence off wetlands adjacent to the construction area. 2. In-Water Work Periods. All in-water work,including temporary fills or structures,shall occur within the time periods recommended by Oregon Department of Fish and Wildlife(ODFW)for in-water work specified in the most current version of Oregon Guidelines for Timing of In-Water Work to Protect Fish and Wildlife Resources. All exceptions to the Guidelines shall require specific approval from the Corps after consultation with ODFW or National Marine Fisheries Service(NMFS). On Tribal lands,the Corps will coordinate exceptions with the U.S.Environmental Agency(EPA). 3. Riparian Vegetation Protection and Restoration. Riparian,wetland,and shoreline vegetation in the project area shall he protected from disturbance to the maximum extent possible and be restored and enhanced when unavoidably disturbed due to activities associated with the authorized work. Replace all damaged or destroyed vegetation with native plant materials. After five years,the standard for success is generally 80 percent survival for native plant species that replace the habitat type lost or damaged. Planted areas will be temporarily fenced,or otherwise protected from damage,until the vegetation is established. Project sites shall be revegetated to the extent possible up to the bank-full stage or line of non-aquatic vegetation,whichever is greater. When any wetland areas are adversely affected,revegetation shall extend to the upland limits of the wetland area. 4. Stormwater. Stormwater from new construction developments,conveyed or discharged through outfalls,shall be first treated by a biofiltration swale,stormwater detention pond,or other treatment facility specifically designed to remove stormwater contaminants,before entering streams or wetlands,including mitigation wetlands,so as to minimize pollutants entering those water bodies. 5. Bank Stabilization. a. The linear threshold for bank stabilization projects under any nationwide is 250 feet. All projects exceeding the threshold require individual water quality certification. b. Bioengineering is required. Native plantings,such as willow saplings,shall be incorporated into stream bank stabilization structures in order to provide bank erosion protection,variable habitat for wildlife,and shade. (See the Division of State Lands Guidelines On Riparian Restoration:Bioengineering,included in their 1996 Erosion Control General Authorization.) c. The project shall not include retaining walls,bulkheads,gabions or similar vertical structures. Encl 6 v I,a,I U Engineers Corps ps District COMPL, Permit Number: CE CF�C'T/Fj P C'4 TIC ermine 2001_360 N c° I hereby City of Tigard required mPleted in accordance the below: mitigation ice with the work authorized Date: by completed accordance d conditions of the referenced with the p e referee e permit number permit pen-nit c°nditio xc�e and, yhas been Pt as noted Permittee Signature Eno( • F_\ Oregon 775 Summer Street NE,Suite 100 rte" . Salem,OR 97301-1279 John A.Kitzhaber,M.D.,Governor (503)378-3805 FAX (503)378-4844 May 29, 2001 http://statelands.dsl.state.or.us State Land Board J D02123961 WILLIAM HALL John A. Kitzhaber CITY OF TIGARD Governor 13125 SW HALL BOULEVARD Bill Bradbury TIGARD OR 97223 Secretary of State Randall Edwards RE: General Authorization for Erosion Control State Treasurer DSL Application NumberVf3961-GA.; Dear Mr. Hall: On April 19, 2001, we received your complete application to conduct removal or filling on the an unnamed tributary to Fanno Creek, for erosion control purposes. Based on our review of your application, and comments provided by interested resource agencies, we hereby authorize the project, subject to the conditions outlined on OAR 141-89-010 (enclosed) and to the following additional conditions: 1. As the existing riprap appears to be constraining the channel at the culvert outlet, riprap shall be rearranged to allow for a slightly wider channel cross-section and to create a series of`step pools' from the existing rock. ODFW fish passage standards shall be incorporate when rearranging the rock. 2. Non-native vegetation shall be removed and native vegetation shall be planted throughout the entire project area. In areas that are not proposed for vegetated geogrids, ODFW recommends adding common snowberry, Pacific ninebark and native rose species to the planting plan for better streambank stability and for wildlife forage and cover. 3. Construction shall be staged to maintain the existing trees within the project area. If tree removal is required, ODFW recommends that the trees be cut leaving the root mass for bank stabilizing properties. 4. In water work shall be limited to the period July 1 through September 30. 5. The work area shall be isolated from the flow by a temporary cofferdam and flows shall be pumped around the work area in a manner that does not cause turbidity or erosion. This authorization permits only the work described in the application. Please notify this office when the work is complete. If additional work needs to be done in the future, a new application must be submitted. This General Authorization will be reviewed in July 2001 (See Attached special notice). State Application No. 23961-GA City of Tigard Page 2 of 2 Please be aware that you must also receive authorization, when required, from the local planning department and the U.S. Army Corps of Engineers before beginning construction. If you have any questions regarding this authorization or its conditions, please contact me. Sincerely, Earle A. Johnso Manager Field Operations -- Western Region WLP:jed J:\AttachmentAwestLAS\GA General Authorizations123961-GA Erosion.doc c: Rich Gebhart, Corps of Engineers Department of Environmental Quality Jim Grimes, Oregon Dept. Of Fish and Wildlife City of Tigard Planning SPECIAL NOTICE SUBJECT: Upcoming Expiration of General Authorizations for certain Erosion Control, Road Construction, Wetland Enhancement, and Fish Habitat Enhancement Projects - July 1 , 2001 Under Oregon Administrative Rule, the Division of State Lands may authorize certain projects (listed above) in state waterways. Although the OARs covering these projects will expire on July 1, 2001, the Division will continue to issue authorizations under the current rules until the expiration date or until replacement rules are enacted. Work approved under this letter of authorization may proceed through completion, provided all conditions of the authorization are observed. Thank you for your cooperation. , ADMINISTRATIVE DIVISION DIVISION Standards 1-089_0010 FpR RULES FpR G STATE LANDS (1 f°r Review EROSION CONTROL`4 U $ O �ZAT and O and the fill permit,place sets forth conditions rbility I N given acific Alace Ocean, subsection non-structural) This � where or h material under which a ers �3}(c)°f er°e. repair t y to prevent n Waters °n may, environmental s general le. methods active °f the stage cut an individual ironn1entallmPaCtdiori�authorization is made g bioengineering b erOS1p Preference n yeas to the n i be eligible d would not result ould au tint to ORS 196 methods, as described slall be single project NO more than this genera author/1°ng tee h al rndi and is based In �b °r I,Opp an Sop cubic zatian, an erosion to Water resources�d cumulative upon the be used Fill fiateti�shall yards for multi°f fiater;� rosion control at of e revegetatio oenglneere consist of clu�le related may be Placed • project must te, �c}Bi that n Wi d approaches dwable projects within in waters o conform be use minimize vith localized such as ' angular rock. o watershed; state for a erosion provide material with preferred to plant species slope pull,b k} Will concrete or asphalt lo use • habitat, all be placed rerred to Prap• Revel d boulder deflectors,o 'mats,roc t shall d P acts su Only clean durab a i regWar Pmaches to�d°diet s d rock barbs} trench, (d)No material channel le rocks Aattern erosion control.tr'rs orb techniques diet techniques SO h,key fi areal sh relocation ha116e usinglar Sues 0 cubic aterial to all be removed on and used as large boulders Where should in a mariner m�gal gravels from toe �e b�• In no case required.not authorized;asphalt shall be Department�g} r that appreciably 1 increases ace n arch excavation e sh�l removal°fo ct a toe l of Fish shall ie c the upland°f the rrriru may used to material exceed any Wet/ands; e activity shall l fed ducted ding the ace a.a needed for prepare a filter blanket- (0 l equipment;i All reasonable a Placed which affec one pefiOd specified erosion protection pr a}Filld re tempts shall be made is normal water flow by the Oregon (k historical fish passage;activities shall de to construct the Dirac }Fill circulation within 390'g45 to finding that such activities prevent or interfere land base 39Q•92S activities s within tate Scenic e se existing i approval d R 141`104`pQ�O ocOnsist Waterways require 009p� th the policies from the forth under • (8) This general authorization shall be reviewed by the Division on or before July 1, 2001, at which time it shall be modified, reissued or rescinded. The review will include public notice and opportunity for public informational hearing. 141-089-0011 Expedited Review Process for Fill or Removal of Less than 50 Cubic Yards in Essential Indigenous Anadromous Salmonid Habitat Any person proposing to conduct a fill or removal under this General Authorization of less than 50 cubic yards in Essential Indigenous Anadromous Salmonid Habitat and seeking expedited approval must still comply with the standards set forth in OAR 141-089-0010(3)(b)to (v) . The project proponent seeking expedited approval under this section shall so notify the Division by submitting a complete notification form provided by the Division. The Division shall send copies of the notification form to the Oregon Department of Fish and Wildlife, the Department of Land Conservation and Development, the Department of Environmental Quality, and the local planning department. Within 15 working days of receipt by the Division of the complete notification form,the Division shall either mail written confirmation along with authorization to proceed, or, if the project does not qualify for a General Authorization, the Division shall so inform the applicant in writing and may review the project for an individual removal-fill permit (ORS 196.800 to 196.990). APPLICANT MATERIALS A SENSITIVE LANDS „', '��� TYPE II or TYPE III APPLICATION CITY OF TIGARD 13125 SW Hall Blvd., Tigard, OR 97223(503) 639-4171 FAX: (503) 684-7297 GENERAL INFORMATION PRE-APP. HELD WITH: M. ScAelc/e,- DATE OF PRE-APP.: 6•29.01 Property Address/Location: .rya,sit j S LA/ //8 fti Ave a»of fjQ i- 'h 6 7 SW C,a et kale Si. FOR STAFF USE ONLY Tax Map & Tax Lot#(s): 25/03 CD 8600 aH e! 72Q0 Case No.(s): hIL---k ri3 i- ()ECG, Other Case No.(s): ;-. Site Size: /•9 4 ,40. / Receipt No.: Property Owner/Deed Holder(s)*: C• 'f y o f 7,'qa roe T. i / c/ Application Accepted By: Address: 13/25 S \A/ h'c '/etve Phone:503-is 39-4/7 Date: . s , ' City: 7 1.3 ar d, Ole Zip: 97 2 2 3 Applicant*: C.•.-1 y C$' 7,11 a Pei/ A Date Determined Complete: Address: /3/25 S W // //8/y d Phone: 3"63.,-4/7/ Rev.8/4/2000 islcurpin lmasterslrevised'isla.doc City: T�gakgr 0R Zip: -972 23 REQUIRED SUBMITTAL ELEMENTS ` When the owner and the applicant are different people, the applicant (Note: applications will not be accepted must be the purchaser of record or a lessee in possession with written without the required submittal elements) authorization from the owner or an agent of the owner. The owner(s) must sign this application in the space provided on the back of this form or submit a written authorization with this application. ❑ Application Form Owner's Signature/Written Authorization PROPOSAL SUMMARY [ Title Transfer Instrument or Deed ❑ Copy oftPre-Application Conf. Notes The owners of record of the subject property request a Sensitive ] Site/Plot Plan Lands Permit to allow (please be specific): (#of copies based on pre-app check list) ] Site/Plot Plan (reduced 81/2"x 11") The- /tour c9 71%e preb ec.-f ;,z 716 -5-71.t. */' b al and ad•4 ceti/ ] Applicant's Statement L 6� i L e Q �T m Q J (#of copies based on pre-app check list) dreg,'n€ 3 )ay .s/o,DEes rho ,t e0eh-/ 14x•74 ] USA Sewer Use Information Card eYp.3,'0 ev • 1o,-4 i n e/cq/e,3 --s--,k. 43.5 we;Pi (Distributed/completed at application submittal) fo Co`! Tkof Me yraeie o f /A c,-eek . ❑ USA Service Provider Letter U e3 e 4a.lee eog).'d.s ?rev- Sloe. s''ic; - ❑ 2 Sets of Pre-Addressed/Pre-Stamped .6/4-� , ci -retie',ill een c<.IL.c ` els #10 Envelopes & Copy of 500' Property �a.r Owner List Generated by the City of e-xc-a t_12.74-0A . ❑ Neighborhood Mtg. Affidavits & Notes ❑ Filing Fee (Administrative) $ 745.00 (Hearing's Officer) $1,240.00 1 List any VARIANCE, CONDITIONAL USE, SENSITIVE LANDS, OR OTHER LAND USE ACTIONS to be considered as part of this application: APPLICANTS: To consider an application complete, you will need to submit.ALL of the REQUIRED SUBMITTAL ELEMENTS as described on the front of this application in the"Required Submittal Elements"box. (Detailed Submittal Requirement Information sheets can be obtained, upon request,for all types of Land Use Applications.) • THE APPLICANT(S)SHALL CERTIFY THAT: • • The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted, the applicant will exercise the rights granted in accordance with the-terms and subject to all the conditions and limitations of the approval. • All of 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, may 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. SIGNATURES of each owner of the subject property. DATED this 2 day of J4 y ,20 0 Owner's Signature .« Owner's Signature Owner's Signature Owner's Signature 2 aiiiidprMlN* II)\ CITY OF TIGARD July 3, 2001 OREGON Matt Scheidegger Community Development Planning Division Subject: Request for Sensitive Lands Review Project: SW 118th Court Stream Bank Stabilization Dear Mr. Scheider: Please accept this as a request for Sensitive Lands Review for this project. The review is required for work on steep slopes and in a drainageway as required by the Community Development Code at 18.775.020 B.1.c. Location: City greenway east of SW 118th Court Description: The purpose of the project is to stabilize a streambed and adjacent drainageway slopes to prevent further erosion. Work includes six log weirs to control the grade of the creek, vegetated geogrids for slope stabilization, and seventeen cubic yard of excavation. Enclosed: Application form, Vicinity Map Preliminary drawings (reduced) Response to approval criteria Plats creating subject parcels(reduced) Estimate detailing work items DSL and US Corps of Engineers Permit Please let me know of any other required items. Sincerely, Zhu Greg N. Berry Utilities Engineer 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 MEMORANDUM TO: Brad Kilby FROM: Greg Berry 9.35' PROJECT: 118th Ct Erosion Control SUBJECT: SLR Application DATE: August 23, 2001 Attached, as requested, is a copy of: CWS Service Provider Letter; Recorded plat for Creekside Park showing that one of the subject parcels, Tract B, has been conveyed to the City by separate instrument; Recorded plat for Hollytree showing the other subject parcel, Tract A, and a deed conveying the parcel to the City. C: Vannie Nguyen w/o encl i.\erg\gregiswm\projects∎sw118th emsron repair\memo bk aug 22'01.doc . r • \„� �� File Number CleanWater Services �� j\G►P 12�5 Our commitment is clear. /1 � 1 Clean Water Services Service Provider Letter Jurisdiction Tigard Date 7/27/01 Map & Tax Lot 2S103CD 7200 Owner City of Tigard Vannie Nguyen Site Address SW 118th Ct Contact Brian Bierwagen Tigard, OR Address 8910 SW Gemini Drive Proposed Activity Stream Enhancement Beaverton, OR 97008 Phone 503-646-1553 This form and the attached conditions will serve as your Service Provider Letter in accordance with Clean Water Services Design and Construction Standards (RHO 007). YES NO ; j YES NO ! Natural Resources i i Alternatives Analysis Assessment (NRA) ❑ Required ❑ El Submitted (Section 3.02.5) District Site Visit � ® (� n Date: 6/4/01 I I Tier 1 Alternatives Analysis 111 l ri Concur with NRA/or i ® ri Tier 2 Alternatives Analysis ❑ ❑ submitted information � Sensitive Area Present n i Concur with Alternatives l On-Site ® I I [Analysis 1 e ❑ i t Sensitive Area Present ® [] Vegetated Corridor 111 Off-Site Mitigation Required Vegetated Corridor n Present On-Site ® n On-Site Mitigation 111 El >50 feet Width of Vegetated I Corridor(feet) (work w/in Off-Site Mitigation ❑ El alignment only) Condition of Vegetated Marginal Corridor ® ; El a Planting Plan Attached i Enhancement Required ® ± 0rnwi•"SI " Alt Al- D/lrs1c.7' O,4+ec Vegetated coa Encroachment into RSAT, or Equivalent Corridor ® ❑ Required ❑ El (Section 3.02.4(3)) Type and Square Footage i Concur with RSAT, or of Encroachment Bank stabilization Equivalent . Allowed Use — ? t (Section 3.02.4(b)) Conditions Attached ® ❑ Page 1 of 3 File Number 1275 This Service Provider Letter does NOT eliminate the need to evaluate and protect water quality sensitive areas if they are subsequently discovered on your property. In order to comply with Clean Water Services (the District) water quality protection requirements the project must comply with the following conditions: 1. No structures, development, construction activities, gardens, lawns, application of chemicals, uncontained areas of hazardous materials as defined by Oregon Department of Environmental Quality, pet wastes, dumping of materials of any kind, or other activities shall be permitted within the sensitive area which may negatively impact water quality, except those allowed by Section 3.02.3 (1), (2), or (3). 2. No structures, development, construction activities, gardens, lawns, application of chemicals, uncontained areas of hazardous materials as defined by Oregon Department of Environmental Quality, pet wastes, dumping of materials of any kind, or other activities shall be permitted within the vegetated corridor which may negatively impact water quality, except those allowed by Section 3.02.4 (a through h). 3. The vegetated corridor width for sensitive areas within the project site shall be a minimum of 50 feet wide, as measured horizontally from the delineated boundary of the sensitive area. 4. Prior to any clearing, grading or construction the disturbance areas shall be staked, and temporarily fenced per approved plan. During construction the vegetated corridor outside impacted areas shall remain fenced and undisturbed. 5. Prior to any activity within the sensitive area, the applicant shall gain authorization for the project from the Oregon Division of State Lands (DSL) and US Army Corps of Engineers (USACE). The applicant shall provide the District with copies of all DSL and USACE project authorization permits. 6. Should a permit be issued for impact to the sensitive area, the applicant shall submit copies of annual DSL and/or USACE required mitigation monitoring reports. 7, An approved Oregon Department of Forestry Notification is required for one or more trees harvested for sale, trade, or barter, on any non-federal lands within the State of Oregon. 8. Enhancement/restoration activities shall comply with the guidelines provided in Appendix E: Landscape Requirements (R&0 007: Appendix E). Page 2 of 3 File Number /2 7c 9. Prior to installation of plant materials, all invasive vegetation within the vegetated corridor shall be removed. During removal of invasive vegetation care shall be taken to minimize impacts to existing native trees and shrub species. 10. Enhancement/restoration of the vegetated corridor and stream shall be provided in accordance with the attached planting plan. 11. Maintenance and monitoring requirements shall comply with Section 2.11.2 of R&O 007. 12. Appropriate Best Management Practices (BMP's) for Erosion Control, in accordance with USA's Erosion Control Technical Guidance Manual shall be used prior to, during, and following earth disturbing activities. 13. The applicant shall notify the District within 72 hours following completion of the vegetated corridor enhancement/restoration activities. 14. Activities located within the 100-year floodplain shall comply with Section 3.13 of R&O 00-7. 15. Removal of native, woody vegetation shall be limited to the extent practicable. 16. Replanting is required in any cleared areas larger than 25 square feet. 17. Final construction plans shall include landscape plans. Plans shall include in the details a description of the methods for removal and control of exotic species, location, distribution, condition and size of plantings, existing plants and trees to be preserved, and installation methods for plant materials. A Maintenance Plan shall be included on final plans including methods, dates (at least twice yearly) and responsible party contact information. 18. Should final development plans differ significantly from those submitted for review by the District, the applicant shall provide updated drawings, and if necessary, obtain a revised Service Provider Letter. Prior to construction, a Stormwater Connection Permit from the District or its designee is required pursuant Ordinance 27, Section 4.B. Please call (503) 846-3613 with any questions. Heidi K. Berg Site Assessment Coordinator Page 3 of 3 s.0 1747 / 9 4 Section Corner-Fnd bent /"I.P. ; 3 C (J' I PYr/r'2s E /4704- 1 A ! V. 1 W �� 6/53• - Se o2' •.N./•!725'6. /virigL Povo1 � ; Jas- 62.se!006 !36.62 493.58 /S.o BB.74 /00. SCALE:r-S ' e/-I v CREEKSJDE PARK E oJS' 'P»P f`mFd• 3s e �p C 20 TRACT . --4� �.-P P /4 o , , �o /3 �M I h 'o• IN THE S.W. //4, SEC. 3, T.2$.,R./W. W.M. o /0330 °,°f 64� Y °' /002/ !, c¢ '..:¢,Tao . CITY OF TIGARD WASHINGTON COUNTY OREGON ap �a�i i a n _ , , w 1 h, o o '��, ^` 60.68 t ,+�' /2 '"° // 4. -• hl !� JV./•/7'2S'E. /47.06 y O 66.79 ¢9.25 TN t4,� �� ? /004.9. v° /00001 0��ti ► -399 SURVEYED JULY,/979 WAKER ASSOC. INC• N .� //8 se h y '+,zz' -LEGEND LEGEND- sc. h - ,�.•s Cpl 9` i 5' ,4' 0Ic.; e-/ad'V8^•30'IronRod w/*'4ZCop I) o I o-•�-_ Pv.rn'as-6. z/3 08 ^S. W.�� �' 's s4>s /0 yr ► p- Set 5/8'x90"iron 4od O � •- -.50.oe 0 s2 0 y,�'16 /09484 7�`b / / U-Sct.�d`�30'/rP. "1/21/.4%("Op !! /, ti .21. 0 7 , %S / L/ -s •-cow/ Vs"//Q7.P.Gd L07'c77 � m S/;7.25-w .00.O4C) //2 34' ` am 5 �` h _,J•'ea 5 �/ ."� 8 /y-/.P. OAP/!V/Se .((Q�OON 0 ,Se C. oa t, �' .xo•36•oo'E. vji oa 9 / a ro (.0-Radic//ir/e Q I` ` ��E •a 'i'?�„�. •goy 0 QY •p 79.7, /Ay /3388 I `4c/ mob; 5.6:-SOrJ/�O?�EO��c°/1.me IIK Q O \ _• S 47• 4y' a •y o we-metier Line Easement :a �} oO / • ' w ,, K o• !2o'I Z • C/' ,oycy f o ry x e�� \- i o° • •`�`� .-.�//S•olf>se 0 its/e'-so'iron Rod January, J9a0 Q 0 H. 2 �• 8/07 3 i' \ s 9, R• �R / _ 4 5y 8 $i y N BA515 of BEA2//�l65 1 cc y y ° H H \ ,N .0. ?ip3 yf.7 a,� i� 'B.OJ�o•�\ Jf / /•f28/' y n A GJ'�/B,235 CIS • 4 V C � o /o gi b //SO4� a a a �Ss o ^y. �' 4? 'I'd R1� `f �f y O V /00.04 45.00 "•• rn,;.TRACT ' al,o 4 I.' 4 �t Y E __J`T ,� �'W '/". /' s/•/7'A5 w. 2 1 . o. 5' ° OK _NOTE' f,._.L .`��r �/ -Y /' /688$ $°1 \ w 75611 O n C. •ltr�r (� . s -1 i.� -so o. . °• Troct9.4 B'of'TERRACE TZA/LS 3 S'4 o. a s t o o r. IN, 2Q, \r R as to,o $ e `vj 1 15.0 G` �� dory a -I lc, Prot Book d4, PoyeS 37g."3:'A to be 3 Qu7rtr�Corner o 0 34 a I 7s oA a o 7829♦ ;w o � 2\7r...1�► 4 Oedi coteof T/ o bl is S9/ t O to oY FnsYcvx __/►40TES- E Cit;\ 20� /24301 h„ °. instrv/nent I) TRACTS:4'off Q-t0 be Cenveyied to a.,'S 7. q0\ B�:4-'44/•••• f4-∎ e N 7 q o� h City of Tigard by separate 47s/foment. o q. -ii90 P'P}'�, `00..°o �i �. 504...r.4,2-L.,° ,.r' 2) A S.0{OOT IYIL^I;ease'7enfXS hefebyy Ate\ \. s' � > 9 d�'C�+rGk'r ,9.0' 1 / /0493♦ ,` J TRACT 0' • granted along al/front sie/e and rear or //4.90 -B2.49 �Cy�Ef�\ -N.G. *O. 9 1 toEE ScSoot w,o / T`�p` reAC7 D'OF 'TERR4CE rRA.cs ry pU R F ���92c.79 1 Tors 7YQ �'r zse ovT �.c sa.„,2a-E a AO tines for !/f//i r OITeS. S./•/7'9'S'w. /97.59 359 24a...3 • /26.s9 ,„ -- _SURVEYORS AFFIDAVIT s.1'26'22-I. _ 45,, , s.ty T�e/eaCEh r�A/LS D,p H 1 (Tr:r ee41t/4r/vw/Tee '"• a 1,L.Brian We/gort, being first duly swarm soy that 1^ore eo.ect/y svrveyev Onemarhee DED/CAT/ON 20 0'?•'"'y' SO•,ns 24'E w/ proper rnovavrments, the /ands represented an me prat/top Of-CREEKS/47E PARK; /!vi STATE OF O.P660N 2SS 6.70 LOT CURVE DATA L cawed to Gc set os the /mhos/ PoR7t, 0 nev7 ed iron pipe 2-inches in dio nef+r ono' 36 COUNTY OF WASi//esr LOT RADIOS DELTA LENG7N CHORD CHORD BEARING /;aches long driven 5inches be/ow the surface of the ground oho over o *inch iron rob, KM:WALL MEW BYTNESEPRE,SEMS that DAY/Do^d L/n/DA AZ Sr/fUL:c, J 175.00 6'/1'47' /8.93 /8.92 Nl•4B'23-w. Sold/nit/b/ Point being on the east line of Me reOxded plot of-Caber/o/ View,/ os recorder) I'24"la'doK,Sehvlt(/I44banp/ wife OrdawfleS a7 f Sr%npf0ondEDIV/N5 2 /75.00 14'22'13- SO.00 49.03 N./3.OS'28't✓• in PAW Book /8, page/4, .said Coo.,/•; said /n.tio,Point acing /ocoted S.89.4/'OO'w.,o d<Stooee 641,45E and RAY LEAD'.;ogeaemipartArsh/R,42/e file Gty",c/LPJyIYS T/B /25.00 32•49'OP 7/.60 7a 62 N.4.52'04 W. Of/150.22 feet one N./•/7•85'E., 0 0215lt•7CC re /6204 feet from the sov/h f ar/b- corner Of -d0 hereby/790E8,ESt05//9h and declare theonnexedrnap of .3 /25.Oo /2'25'34- 27.// 27.06 N./7•45'/3-E. Sect7On 3, 7 2S.,R./W., W.M. WOSh/ngtOn County,Oregon act thence cc»ty :7g N./•17'25-.E.on said *CREEKS/DE PARK'as ciescribethn the SugveyoesAPArDAVir'eS Otrue 4 527.00 24•06'00- 21.03 20.ee N//•55'00"E. e05t //ne 493.Se feel to the northeast comer of said 'Co/cv,io/ View'; meoce moving .S east hoe 070p and plat there-,o//lays ono'4f eetsben78 of"be dimensions s so.00 44'36-00" 38.92 3795 N.22.26'co-1.1. ornd rr070o,9 N.30•28'04-E., 2116 73 feet to Me .southwest corner of Bloat /, rCCOrded Plat of a-- foe/O137//On ,f 04Yf thrya{7 hereby o LYIle 747 the aye Of 6 50.00 22'56'00* 20.0/ 19.88 N.56'/2'00-w. 75RRACE TRAILS' os recaroe' I,,Hat.Boo 34,Page 37, WIG' Co. ';sfj tt7e .5 89'2r.72-E.on,,e ' / .T /4 and ease •-show on so:- ono -Si7vth lw7e of sold e/OC.ks/�2 YERRACE r1tA/1,S• 209.02 f tp the northwest corner Of Tract A- f t / R' 9 -m 00 22'.56'00' 20.01 /9.88 N.79.OB'00'W. %�/�/ _ _ _ /0 50.00 46'50.43' 40.BB 39.7s 5. .S 38 JS-w. reconyea pro/of No9y7ree- as re:CO/dee in P/Of Boot .9/,rape/2 Said Carkntyi Mence/eov,n,• DAv/O SIC'NU LINDA ; .S'N . // 50.00 62.46'07' S4.7B 52.08 S.//•/O'/3'W. 50.17.SOVth/Me and tanning .S.I'26 22-W. GV7 the west line of Sore 77roci A; 453.28 feel to the p /J , /2 SO.00 3!'47'22- 2774 27.39 5.36•06'3/"E. sovthIvest coiner of Soto"s/a/iy Trec; thence leaving said west /ir7e and.southwest corner o.7d GluPr/% F•- , r�l� /-II,/-' /2 /6,00 75'58/3- 21.2/ /9.69 S.14•0/'05'E rvnra■vg .5.././745"w,/97..49 feet; thence.5.59•4."00-w, /00.04 feet; eftence /•/7 i5-a, /00.04 tee". Ec/win 8.6o4•cse Roy ch /3 /7500 20.f8 os i 64.04 63.69 S./3.28'57"w. thence 5.89•t/'Oo-w.8909 feet; thence ,S //7'25'W.,/00.04 feet to me north r, /of way/the^" ACKNOWLEDGEMENT 7r.4- /75.00 ./9•51:56- 60.661 60.37 S.6•S6'03 E. S.W 6 o o r 4 i e Street (Co.R O. *. 'i s !H e n c e S.e9•f/GO-W, /4 /75.00 4-.24-.35- /3.47 /3.47 .s./e•04'/7 E. 30th t7ertb rigor of clay/ine SO.•2 feel too po%n, on the east /inne Of Mot tract conveyed in STA7.e OF OREGON /4 /25.00 22.34'00' 49.23 4,8.9/ S. 9.59'35`5. Beak 556,Poge 370, Deed Records, sold county.;tnrnce leaving said north right Of i ey line bra running Co UNTY OF WASH/N670N j S.S. u Melton CEVTERL/NE CURVE DATA he a and rXrth line of scab h-act the fC/ON%hg courses: N./•/7 as B K7 oe feet; thence THIS CERTIFIES m's L day ofAda ahrx 979 A /50.00 22°34'00' I S9o8 .58.70' N. 9°59'35 H I.59.4,00 w., 90.94 feet •t,"'Ile pcinr o!xg/nn:no. CdI7o/y S./9 acres more or Jess. be, ne persona/y oppeorea EdY n 8. 60uSe and Roy Leach, to the persona//y Known, who being firs,duly 8 /50.00 45°/4'35' , //8.45 //5.39' N./°20'42`E. sworn did soy root ne,Ed"/;,7 5 Goose,em'/e goy Leoch _ACKNOWLEDGEMENT ore the/dent/Co/„eel-bons no/nee in Me foregoing STATE OF ORE60N ii75frament and coat they did oc.no wieo'ge to/ne "ho, COUNTY OF neASN/NGTON 'TS* they executed Me same freely and vo/vntori/y. 7XVS CERTIFIES Mot o/7 th/S 0f_/.� .Subscrioea oho sworn to before me Y , PROF L th/s cloy of AP/GUa7" ,/579. • /979, before me persona//y appeared David LAND SURVEYOR) Sehu/2 and Linda M Schulz,(AKA Linda. K. Se/wiz; Q - ,.; rte' SvAscribed one sworn to before_me tom ► t0 me personally renown, who being first duly �j/1�/f- i�, p.R/7.L. thisiday of Ac.)&eAr - ,/979. Sworn d o/ Soy he, Oov/d Sehu/z and She OREGON NotoryJPCm/ic for Stole of Oregon �`~ • i 1:5' y r Linda M.Schulz one the/dent/C0//oersonS Homed +°•• �...o J My Commission Expires AI- •3 /96/ �iOTAlty 1" � � in the{o/%yoin9 47s/rumen,' 0/7d thoy they L�"rt10A�t -I o a+o executed the Some freely and voluntary 7 Notary LYic for S10fG of Oregon 1 WiTA/ESS my none and o ffic,a/scot '''` .�';',9� .. or.DV B L G = lY commission Ex lies /l++/-�3 /9e y� /� I, L Brion We/Sort, Hereby Cwt Fy this tracing to be -JS,,,, y^ vo s P • / `���/l0711�`���irLC.I7�0/K� w mr"" o true and exact copy of the ory9/ho/ ,°rot of r F OF 0�� - hnTARY PUBLIC' for the,SSbte of CYe on. -CREEKS/DE PARK.' „ ► �p7 c �� ►► My commission expires /r//1 LIA1 !TO/ . 4u.x/ ► f�J S.'L'E „,,..-/-2 • 5290s • SURVEYOR'S CERTIFICATE HOLLYTREE 1, DONALD H. HOLLY, be/in? /-6 , du/y Swcvn, dc��czst 0/10 •sov /hn/ Z/,er e• c�i«//./ surrey-/ old .772if'ed wi/h LYOper ma.7u/77en/5 /he /a/,a'/ea/esen/ed ar7 /he annexed mop o/ HDCL 1'T.PEE` and o/ /he In///o/ '2'n/I found o 2- /ion pipe '.- .a.-/an, /he Ju//are a/ /he giae././ soro'fni/io/ loin/ dtois ,vo1.jooE •,>'m /et/ and .sue-.37'srw A PORTION OF THE S.W. 1/4 OF SECTION 3, T. 2S., R.IW, W M. /70.00 wee/ /a7>, /he .3o�/h �.• e-arei of se`far7 .5, A2s' ,e/"' s✓.�'' li/`' of CITY OF TIGARD, WASHINGTON COUNTY, OREGON T gaid fr/aslii/,7/on Cou 7//, Organ; ../A...,74-e• /tom so/d lnrfo/ Pa-i// 5/9'.37.57 fY G4G.Z7 /ee/, /hence N/'2252'E 453.4? /..e/; /4 -- .sd9'25-' 2,- BoSr.S2 4...../4, o 7.81 ACRES pan/on /..."he ctn/e... e a/ 5/[! //5. . .4renue; /hence ‘7%,q /he. .lro/a" ctn/ei/ire a/.�/✓. SCA L E 1' - 100' W I L SEY 8 HAM DEC. 1971 //5/� .4�tcrtie SC'9300"!s' 9GW9/ fee/; /hence /eav'iy/ sold e-enlei/i/e of S/f! /../5,0 LAKE OSWEGO, OREGON Aveaae SB9'.97 7w /70.4/9 /eef; /hence 50'.9940'!✓ / :v /ee/ /o /he Ini/o/Pv/irf LEGEND NOTE 2nd Pail/ ep/i nil q- ...00e/a7fJ FaLU/O e'.4.2241"W.47.44,47.44L R'Y.Nl. ./f/✓f t Rt27 L/1F•Nf.Vr/J NZeree,/1'3f!✓f0/70.4/6/!C 3�Of ANO.GI/ /J7>/f.l✓lle/C17 f/7YJ D/Nr1-1/. 3✓0/, .kibsciibed a . van/b Le/art mt fhls/G�vy of i�•..z..�/97/. •...OEVOrFS�i/,vl.n:✓,a0 AS yr.;,v4v. ,or ryf 4...00.4 a<<aysrr2criov,,wo,usiv7fuiacF a� °...�voTfs.SFr mss'-1fo^.6Rw.evo./r.u7 */ter✓/s/av Ur/Ur/f3 Ay0 OrA/v/6f ern'/.uatrY e2se4/crs, elan,-ax-4/frs .yeee/ BASIS OF HEARINGS .4,40Y ,,,VC r%7 dao' of err.../ CG4/rF,7/d/f PLY,4/rs-1./0 vr--,v'-/•rnosfi.sr-la' lNfduecW 7�/t�lfvrf.uvf o....-. .he //J,r i✓F 701 fO,r,4/F.PS. Lfy Corr7/nission expires / ?y s✓a rw.rs,varsrarf a4/.Q.rw/xe ,/,ecev�.r , -/GfFr^,✓-IS Ge;IO_/s E./J/s al/,r/-4/63 REGISTERED J rX/s_ciefreY. SEE SURVEY o.1;594 ....vo Jb' PROFESSIONAL Artwo yv'd..ow /1 eer3 frAt Ko,"so LAND SURVEYOR "M""�tee` eu`�'s � S 89°25"2rE i 809.32 Iii I//E.CEdY CEe1/FY 71/•1/ e..........44/ a�sr �; : ,.: D esro 9 �xoa ° >zw ° >ser ° spa a• 7:1//S./..f..4'..41 C-I'.Il/COP7.QF / am t.tsao .a., M 3 9N.,, �' O I T.yE.oG/l Of :your7,tcE~ ��r�.,�. -� p -..ice a:fir 2 ••K $ 3 b O % / O- 4 DONAL89 OLLY /gOt�rc� � ,/ a/B o� 2 �,��•.9rn ti 5;1 ` : rsm yr-ao rruo uo� p I -. � �y.18 �� ��. �� ,4/errsr0.w .vJ.cc `', _. /_ DEDICATION N I's /` - �- � , a1. „sa a.ao v e I, 5•�,.' S W. fAlRV/EW LANE : -, KNOW ALL MEN BY THESE PRESENTS /77eGiwohtrt Ca•/+a-v/ran doer hereby mof� esfob/1.1h o/� M 'Q t�i°�"y j °�� r,a, ei t Y de _/ore 1Yt �rnered int�,o o/' %lOCL-Z d--' os desc�/Ltit/ 4v/ /he ocfcvnc+�nyiip 3WVeya-S p P `-a 5 - 1 .:;i.4 i •-• .8, .eace ;teem ..4 I Cei4YiCv/e, o /tee• moo areal. &/ /hereof v///e5/s cv�' ..free/s Lreii/q crf/he. di/7ens'z i � • e , eraoa� ;$ \eey�/r, Y- y x10 p 7�• uu9 o t 7L.laflO y raeszs s/rvn'/� crud sold Ovod7onf la�v/rbn does //e7tdy d��o% /b ffie rise a//t5e,crib/� c, - ti� � $ � � ee �$� as pob/rci✓vys /oieve'� a// .s/�e/s , ' ove�7uts sfx:wir on soil moo_ Q .�.'z`' v' 4 � ✓evrr�r� F�� v�3 i `` I '- �r-s-g'�•16 i ... ti+,. a '-_ 2 • I K■• Tr7 w/fness whereof I//ave he.-efifr/a Jt//7Jy hOl-5'O/,b'.Jea/ W • ;*`�9' .o :.•I `0 ,ir 5'$�• • „ /r 8 . , ep�• ,),4.:• b l,= g X. F�tc �{�( i c IS h e •• , vs . ' 5 IR1 5 I. Oic.P w%oid> Oiesi7k.7/ »' .' z �, `/.:e / "t ,vy'''' X50',ff ; f 0 ,Ace..,Alrs" I $r Iy / ti'. 1 P Me v° rI 7�� r- 6 8� v 5 8 n� . 4$ 644',4 �� �. 13 i 12-'1' � \• �n m� • `v. sc., _ma ,,,,,, sc.m 4..oa 4aca,v a,. _J v_rJli✓/N e. • . /9u o S/e" moo a�A'• /e,, r>o 589'37"57•W 646.20 � r o..m�v'.ew �I INITIAL 8�u POINT ACKNOWLEDGEMENT +_. :�' F STATE OF Lt'4 F,vsrO Al SW. GAARDE STREET Ark0.40.6,1-WIIV/Ur 41, COUNTY OF ic.I APPROVALS ; BE IT REMEMBERED 7v/a77y7/> 5 dcyof /9 be%/e /774 a Uo%ry J -&/i- /iron/ .4Pa7ov.d f/isa�d'y o/ AIA /72 .1,442/-0,e,0/his2fobyo/ �la� /972 fop 50.4r," .....474,/k and !ounly, �tisar/a y o toted Oicr .%/o/a' i, /77e,Oeis0./A:7-74, "77o.44,7, <5617/2"/0/ Coun/y Comm/ssiane Oiiec%a/,4g✓e7xre crd T•oton who deri79� duly s•+ztin dd soy .."547../he ...a/e44 lcri%/old /s Pies/den/o/ T,Se priod■ nt nq- !a /7/y C"odnfy Assesses Cvipoio/on 000//7e .eta/ &/, 1 /a /he .4.1/7. 47,7 - ''' n//J 1/7e 42/0e./0/.sto/ 47/1.. /G1 , ( / / k470/5/.22742,7 Can/y�On4Pd INQ�»Ja,� !o/Lbial Ltr, arro'// /g 'd/%7s/7f/777tAf ,-ros .S/gncd '-d sealed/i7 deh2/f o/Sold ta�.a9/ofion 1 WL. /ate _ •/ r (� ""u'kT°+• 4' /1/2,2-74„, a// 's �/d a✓Olio/.- o/ solo' O/ce"w;:Card does oc-fnoi'/edge .sold / 4' .(�1a, C 771 ay. ,Je.' r- /n - ,'7en/4' o wee Of/cr%b' deed. L' d ay 0T4P/PUB/C in / 44, lom/n/._van expries 01� '..`' ATTEST: Ca,• /y i /e Pca z/s o7� E/eclo7rs Cozen/y C/elf` h�/ h�in11v7 Ccrs77j I`faq� Jss ss� 07.7 ,y, /9Ta `4 ATE r1 F':�2Fr'+N 1 �. $TA71i or ORF.(ON 1 ct Approred 1h/s�� doy May /972 Approved/hrJ'''''''clay o/ Fc e.,.a�' /97z .• S'r2(:k TIr...11SEN,do A.-•,.y .r. !, rim rt.. r.s.,r•.c rrioals.:r:.v Chic/Enq ',-.'.rig�s-isr�, -Oep/ /Pa6/rf/tb7,f� --- r,72..N^ r:4,,.: .,,a,., rr.•, ., n.• . G!T gqa�/ 0 7jrQ r.,•.-, ..� __22_22. :.rn.r :_ •.!' :-vr,wu I.. .rt)ront:.�M rr.a adiim/JS,aI�J ✓yv/ en ��yy /iq1 Cccv>/y :r.r 2244,•;,�..:4....,:,...r 2242,r,*t , ,.,. �..,.r ti,...r,,.r.,..r..r.�. ��-q• �� AGpro✓ed 1/.vs14".da�ypofpTlo�i�. /97: ...=.y. _ n.• •911�j • '!Z ,r. .2y . Am..r.", � , , 71 ,No{a.-tqG1•utL "1• °} ..-� N. fP ei1y/v/ //�� 27c" r D/ f •. • / 7 14 2O (GiwAl • . GREENWAY` DEDICATION . KNOW ALL ?RN BY THESE PRESENTS, That . THE QUADRANT CORPORATION, ,a Naehirtgtcn ooFV_oration hereinafter called grantor (a), for the sum of i 1.00 4 constituting the ■ctual consideration for thta deed, do hereby give, cit ,, c.1---,--r oc i1&AAD, O4E%ci'� , • grant and dedicate to the x W .,• w•• •.,w 11A , •,• •.• ,AW.v •w, ••1w+ 0 •.,.. • for Creenway purposes the following described real premises in Washington County, Oregon: , That tract of land in Section 3, Township 2 South, Range 1 West, • • • I Willamette Meridian, Washington County, Oregon, being more par- ticularly described as follows: 1 TRACT "A" of HOLLYTgEE, a duly recorded subdivision plat of , r 1 record In said County. lIL • + { + i It Lam,- To have and to Hold the above deecribed and dedicatcd-rights-unty-the �; J ` -kF e:1T'r 6P T1& t2p OL�E-6. i , y iia�3F Cikex x47 x for the usea +., - , and purposes hereinabove stated. ,e. The grantor (a) hereby covenanta that he (they) are the owner (a) in fee simple and have a good and legal right to grant his (their) rights I:``'• • _ . above described. , IN WITNESS WHEREOF, the grantor (a) has (have) hereunto wet hie • '• HE (their) hand (a) and seal (a) this 21stday of s , 19 77 , I. 4 AD;. • 1 cpRPORATICN_ - . . `' am itirtia, Aa ,,vt. (SEAL) (SEAL) r•h H. 4 • r a ,.. 2GGS ,., r or„ (SEAS,) (SEAL) - . • 'c (siAL) (�L) ' i' . BOOR 1210 ?Mt 811 `•- , : erg- ..- ,. • , _ V u • STATE OF OREGON ) • • ) al. County of Washington ) On this ZLGt day of Sents7r17Cr _ l9 77 , before mo appeared .r.Y, ...71 ,lraneiIh H- SD'trrr*N se c _ • .-� - tot to re personally known, uho being duly sworn, did lay chat hc, the said i9 , • the Oregon F gion Grantaaal Marina spppppppp� T . LUALiKA1-4i' t_ll<r401,A1`l0, that the seal affixed to said Instrument !s the corporate stilt cf said Corporation, • ' and that the said instrument was signed and scaled in behalf of said Corporation by • authority of its Board of Directors, and -a — and ',:'. 1 acknowledged said lnstrwsent to be the I it free set and deed of said Corporation. 1 I IN TESTIMONY tJHEPECS, I have hereunto sot I my hand and affixed sty off Oita seal tha-day ' and year last above written. S. i- , ., - I., , • cry Public (or Oregon - - I .'" Pty Commission expire• 8-i1.-('t. • e. P. _( Approved as to lore this /j K day of 19— ..-' . f'r�' r By: � ' CS Attorney - City o Tigard ,r : �',( 4ppro•ed es to legal description this 71 Osy of _ `> ., ' Apytc‘rd th>1 it `day of�^' fpirf'• 1,;/%71. t 1. ' CITY OF 71GAAD, OREGON PLANING COMi1SS1ON By r5.. /�� tiS: hairman iT '• A ... Accepted by the City Council this L day of .5►r�e•+t_6a� _, 1977 1;".. .'. • .-yy' .1 City Rotor er •-. } ll 1�•hs. •' ) BOOT 1210 MIA 862 t r , '• r • h , 1 I.i. .ii.1.: ,., ,z)--7--.-4---1"-•,-(1---------:—_,... '' �- . •e„ !, • .I • . ' I/ T2S., R.IW., . OREGON o° A PORTION OF THE S"'WAS INGTONTrCOUNTY, 3 �, CITY OF G�4R�, 78f ACRES 197+ O 0£C. WILSEY 8 HAM SCQ LE I. ' 100 LAKE O5W1-5O, OREGON LEGEND .../7...“- NOTE OGntl lYi.✓O ,--Ara.../ P/iY A/ /, ,gu /A.." /S �r!/Jl.4/FMF /1 .ylt/E// JF V /✓ o te ,i vo rr1� �/9P!//Y NNIJ, fUr Ff S (F Jr✓ , . LY!/O/FS �iN RAP/NF /iuFPo!! Q/ lcWa/�vlJ dv ,//O /., LV,/./ d 129.(0.1129.(0.1/1 SJ"•19" .r .• yp✓/lrOt/ Ei_52 OF 8E/RINS h 7 eaut:a�r lora!(1, siarr <vrA • .-r' 1-,••//i"..7/..../ v v•u s-zoo .r-..4� -=. 1J.":.7(.1C/A U/.F!!Nf/!G'v ..40�h, f � !Ol lLirf.•'3. srA ti/.f aLCJlAI! Z/l.✓i 4.0" iR✓.vil .0.1_03 3 4�erea eivfs 1 I 1 roe 4%1i1 3rtA'!Y SEE 41.11-1 v E'•• I , , i✓ j•f//.oXJ! .r .w ....i:'B 809.52 ��a it S 89.25'20 E n v • .._.- n.0 l ✓�.o J �.-wo\ n da t. •�., iii- •� N 1 ,,..1 I / N.. :1- O 9 /•,fan / 'a.v rnI... i" 3 �•] t'R P '/motJ✓% • y q.1. J. • 1 t .vda'fJ•b A•' _ __ T ' rY::-7,' ,f 0' s -..7i.t. FAIR 11 EM' �� v r J==am"' �1 Mato ` ..:ii_ e . //'3 fe ` 21 h et-• t, --c-, IV* . -°•"7.01•... ... ..,emit, r- 14 .'. .:./.J.1, A ■ ■ bl Ey, •la , !•/ylI 4 rr t!'; 1 I TO 00 •W • l� 'S '1N•Jl �� �.. ti✓.Y,r••• �•0'!�` Z 1�1� ,'!.p/".t 589•x.•'/w I �' N y'r. 1' y ✓4•f! ' '� tea. �i�w •ON wr r/✓a ` t IN - m• f) t• % sip,`.. 1 1 ▪ O Y• \`;� -1' �, /�ilr _.�. •- - •� i t1►� \1:.. A.ti^ '�,..t• .... ,a„uJ I•_� .vwy{v• r' I_.!.)_ - _ I ^ 46.20 S89aj1�571Y • • re' •' F. tz;¢F• . The Quadrant Corporation A . A Woyerhoeu•.f COn.P•uY W• .r60aur•r. March 18, 1977 • Real Estate Commissioner •s.,.r -•4 Department of Comme.•;e ';:. ••• State of Oregon - . Salem, Oregon • Dear Ss••: - i : . This is to confirm that Hugh J. Fitzgerald is the Vice President - Operations for The Quadrant Corporation and . .Tntrnh H. r,inscnrrh t1: the Oregon Region General Manager Sincerely, 1 . ' THE QUADRANT CORPORATION ` "4:1 - - 4.e•.4 A /4 [ii& ._ - _ . 0 Thomas H. McCracken • President ` ` ••• • . PS •+ r 4 d 1, • •'' STATE OF WAS1iItlG':0:1) r •�'A, ) fis. % .. •'A_ COUNTY OP KING ) 't • THIS CERTIFIES, that on this L'day of March, 1977, before 1•, •.I .. the undersignod, a notary pub c, in and for the said County r' ' • ti` and State personally appeared Thomas H. McCracken, known to 1 l'.. 'j�,t , . 1. u". 'Ile to be the person mentioned in and who executed the forego- ..r,,• t - . '�'�•1 :• .`.'titg instrument and acknowledged that he executed the same. r. . '* . • ./••••)1 13;.*:■, IN WITNESS WHEREOF, I have hereunto ; ' set my hand and affixed my official f••-}; ; I•- ,;i;'� �a+� •. the day and year first in this, • `•, my cc ificetfiritten. 1- r: My Commission Expires: V t • . 4/28/30 Residing in Snogualtnic ' • Qu,dwnt 3..1161316N•t -au.•t 11.21h N.E. . '••1• l 8s1{..°a We.htaason 05000 •,' ,ti.• ' , • . OM 465.3000 r, ''N•1 \ . C'.`we �;1. • , —.r - . • r . I 4• f boon 1210 m864 !' a• ti �rt . • • . • • M , I APPROVAL CRITERIA Excessive Slopes. 1. The extent and nature of the proposed land form alteration or development will not create site disturbances to an extent greater than that required for the use. There will be no change of use. Disturbance will be limited to that required for erosion prevention measures. 2. The proposed land form alteration or development will not result in erosion, stream sedimentation, ground instability, or other adverse on-site and off-site effects or hazards to life or property. The proposed land form alterations are intended to improve the stability of the slopes. No other development is proposed. 3. The structures are appropriately sited and designed to ensure structural stability and proper drainage of foundation and crawl space areas for development with any of the following soil conditions: wet/high water table; high shrink-swell capability; compressible/organic; and shallow depth-to-bedrock. No structures are proposed. 4. Where natural vegetation has been removed due to land form alteration or development, the areas not covered by structures or impervious surfaces will be replanted to prevent erosion in accordance with Chapter 18.745, Landscaping and Screening. No natural vegetation will be removed. . Drainageway. 1. The extent and nature of the proposed land form alteration or development will not create site disturbances to the extent greater than that required for the use. The landform alterations will be limited to that required to install log weirs to control the grade of the creek and prevent erosion. 2. The proposed land form alteration or development will not result in erosion, stream sedimentation, ground instability, or other adverse on-site and off-site effects or hazards to life or property. The proposed log weirs are intended to stabilize the creek and prevent erosion. 3. The water flow capacity of the drainageway is not decreased. The flow characteristics of the drainageway will not be altered. R 4. Where natural vegetation has been removed due to land form alteration or development, the areas not covered by structures or impervious surfaces will be replanted to prevent erosion in accordance with Chapter 18.745, Landscaping and Screening. There is no natural vegetation in the drainageway. Native vegetation will be installed. 5. The drainageway will be replaced by a public facility of adequate size to accommodate maximum flow in accordance with the adopted 1981 Master Drainage Plan. The drainageway will remain in-place. 6. The necessary U.S. Army Corps of Engineers and State of Oregon Land Board, Division of State Lands approvals shall be obtained. Attached. 7. Where land form alterations and/or development are allowed within and adjacent to the 100 year floodplain, the City shall require the consideration of dedication of sufficient open land area within and adjacent to the floodplain in accordance with the Comprehensive Plan. The land form alteration is not adjacent to a 100-year flood plain. \\tig333\usr\depts\erq\prep\swm\projects\sw118th erosion repair sir.doc Entranco City of Tigard SW 118th Court 95% Construction Estimate . Draft 95% Engineers Opinion of Cost SW 118t Court ITEM NO. ITEM NAME UNIT Unit Price QUANTITY Total Cost Specificaiton 1 Mobilization LS $5,000.00 1 $5,000.00 APWA Division 2-201 2 Clearing and Grubbing LS $1,500.00 1 $1,500.00 APWA Division 2-203 3 Erosion Control LS $1,300.00 1 $1,300.00 APWA Division 1-105.19 4 Excavation, including haul CY $50.00 17 $850.00 APWA Division 2-204 5 Remove Gabion Wall LS $500.00 1 $500.00 Specials Stream and Bank Work 6 Log Weir/Grade Control Structure EA $3,500.00 6 $21,000.00 Specials 7 Vegetated Geogrids SF $35.00 505 $17,675.00 Specials 8 Streambed Gravel TON $35.00 50 $1,750.00 Specials 9 Backfill CY $50.00 160 $8,000.00 APWA Division 5-501 10 Loose Riprap,Class 350 TON $45.00 218 $9,810.00 ODOT Sec. 00390 11 Loose Riprap,Class 50 TON $40.00 50 $2,000.00 ODOT Sec. 00391 12 Riprap Geotextile SY $5.00 100 $500.00 ODOT Sec. 00392 Planting 13 Non-woven Coir Fabric SY $8.00 370 $2,960.00 Specials 14 Woven Coir Fabric SY $10.00 572 $5,720.00 Specials 15 Soil Mix CY $40.00 90 $3,600.00 Specials 16 Red-Osier Dogwood, #1 Container EA $8.25 75 $618.75 Specials 17 Black Conttonwood Poles EA $1.50 155 $232.50 Specials 18 Pacific Willow Cuttings EA $3.00 1045 $3,135.00 Specials 19 Sitka Willow Cuttings EA $3.00 1495 $4,485.00 Specials Dry Willow Cuttings EA $3.00 450 $1,350.00 Specials (LINE 1) SUBTOTAL $91,986.25 (LINE 2) PLUS 10% Contingency $9,198.63 (LINE 3) TOTAL $101,184.88 95% Constr. Estimate.xls Revised 3/22/2001 • g-39— a3.•.s j/ cr /s - SURVEYOR' CERTIFICATE NOLLYTREE I.DONALD H.HOLLY,dyi y IC/K,REA&J,wam, akpnse wA7 say//b//Apple tevree//y Jen-reyed aan'/,,_-A•.,' w774 p'uAri inmcvnc h Moe /ad.,e,a,ratalad as//.,r anoe.red /a, a d ,,,1I T.PEE'aa7 -Me !n//.a/Aiwa, I/fwvd o 2'//as p, a a-Llr/ow• -HA.scs•/xt a// v Jao./nr//.0i •'b/•,/ oe'evJ ...//,0--Erk2'E •izar /Oa/Band' sarrsrsry A PORTION OF THE SW. 1/4 OF SECTION 3, T.2S., R.IW, W.M. /Tam /SY//.a,s, /he saa/h sU Ca-,e, ser/.as 5, rrs., ,r./w., s 7.4 , ez4, at CITY OF TIGARD rAare� -400241/44.9/w, Cearv.✓y, orders; /At59re ,r sa/d i.,,AW��,sarnsrw WASHINGTON COUNTY, OREGON G0c .02 /e.7./• ixt .(//'rz's ess*r /ee/,• .4.,-•rr sete.es-1tY?" .A2.2.47.-/trrf 4 o 78! ACRES Aya/ as 4P7. een*,-4,sr a/SA( //SA .Irtsur;At",-.- o/a-v //w- sari t' ',-..in- d S.YC SCALE I', /OO' WILSEY a HAM DEC. 1971 //J/R AiY, r 5 _ 4' -Aaiy/ lrf• //tnre ./ear/i-47 said et,z/e/4A. d Sw XEERIL tA/cI.OSWFGO, OREGON Are, i.- t.7.YJ7.s W /7aa2 /ta1• /hence SO'JJii7'w /5500 /ca/ A, /We fn//a//$a.a/ EGEND NOTE and tea'/!/ o/L/rpi/,/r%,y. �ot ro n,awue.r./.w/YAW At w n e /o'vi A.rre 4,,anr uu...I r/5.v sr..n51.0 nc weave ter, SAe"..wv ...sm 7.r cwls,w lrs o wawAr.SM9K:✓, .:.th•Ja •Are sw•rim A,tb/n-t me. aWa,L� ae eei . /17/. ....acvorrr by r rau.o is svww.✓. Ale/AC.C.rroJ/Q/er4✓ stHlriW.(./O ti//rNANCC e✓ .44,27 aui1 ..aIWWFS.Fr.4Er..Pa nv.eLO Ar/l,ar4sa✓/JVLW EEYa/ager evnucrs,mace carvers•s[er/ BASIS OF BEARINGS Cilig2 .%�� a tf.'V/ ,s,/b'I//J.fltl{r..11".(41.10-1,-....,.../., ,.r.at, a'ae Ct.V.frAV/ae a7.MAC//SA.. r N7.C eJ. .(/{,lLYIMJ/iJ/dr t,(A/re! / ?f! s o �u Rc sisR[O swept,.yEe y:eta vev 1A0..;5,L I ep AND SUSIONAL i,.::::.,I.✓fe4ry,acez,".. r LAND SURVEYOR / S B9'Y3�1l7'E %eQOAU . i7.- I .r..',Y,t T,(•/J/swW CIAf�CO/r Oe N. ,./ y, • Z ,L I � rrr. r as ✓ourreer �i ., e O _ I OREGON • / j • ���t`C DONALD M MOLLY i o e r. .r s r'eva, «.... 't "I, 7 DEDICATION a r iii^'- 'W;\ ,',•' sr. .. iA/RVIE11 7°rLiE z 1a,o KNOW ALL MEN BY THESE PRESENTS,Ah,fTi..A a.7.,CeaPaay.&an obis henrdy malts ti bL✓iil,etad .1 b '-r -i - - - . ., der/ar Me an4e•ed /7x7..0 d HL VPY;e re.as dtxnLad r,/he arr(vnawryiiq Xi-7.','m-s . if _ -car..fi; - "` t1•.,r e1Y 'a .war '—••• I� w CeF/iYiiewW a Ave mho,aa7,ob/7.Y a•%.b•/s a'd.s6s d7.—a/M.-drine.-ss%a , .� is. S ,0 -u,e" it! k a .. .c•a.ai :ire sQ,rovn, a a'Jaxs' G'w,d/w7/Ca-�v//ws dots A...-o4,a as/t 47/A.use a//SSe Y c~, +� � y w� : 3 I os pF/ eAVys Aretrri a//s4-.1.4 a .ed 47,2,7.4..., s/xws7 a.,sa'e/mna. • •.'K:!'S IB- � � ..' ! l R 1• 7.n ws%mss The 7.o/7 how , e1.74a.St/ ~ ,�-L e°` W3• S" Fi s. v 72041 a /7,V/Aaad 7.v+!sen/. .S +Q • /e-: t _\. Ke� �. AL._ .__...��z_ .Ion '.WV g . -k' k;-: "t Qy��, 11 .. a_. _ a I• .icP w/oii-, ilrsi7evr = 21 `\TACT: '',49 s- i 17646:0 4 o. IK 1. ` •1-.�- L• kS� •4`31=i C^ ,wuso- I 1•i F 'k ii, LI`, i�� ``' rz O :, � v s ti 1 BI III �, - and—-J�{ r °,y- SerST'sT w •wn r ,A;W"i - I` L INITIAL L�U POINT R ACKNOWLEDGEMENT E.'+;:: =''! STATE OF /t IRS hit,16 T W Al SS. SW. 6A4TD�EySMEET COUNTY OF k r N 6- ' t APPROVALS �, • BE IT REMEMBERED A,/aT.SLb- �a6ya/ /1.q kiL-r me.; a .alit ,s g ''i ax✓ dya ar.d b3/iaLAS'y d NAV /172 A,4'oind 4�aby a/ �7sy /072 AV.,(csid.SUo/& a-.d Cov 4,.. ,aataaca/le en/and Ole�d•w%/a,ed 4,imrAriswb//y/aa Eta•rld 4-0.74, Ca-s,,isiasth A•rh-a'f7.Mie a.7'roia4a" ..7.b a7..a/� af/'fr_swum. 4A'Joy 445//A. prep A Z'.a'd/s oirsidtr/o/r/,■Q.a,- f 'q. (Si /r !o,.v.ry .Orxssa- Ccr'ai/.or, od/ha sera/o//ied/a, a wrM.a /i,s/rrmtr7/.v//re'40544,0/s s./a/ ' P / AbwArAp,Qr, Carpi, d W�1A�`. CcvFVr+,ha, crd Ab/saoa7/i7s/�•/irre.a/seer sti,ed sax/J, -d.:7,s a"/d s.0„d Ca-µ�6ao �uz._ _i. ' —C�' '� r .4' /,s4, d aaa/s,'d�e,✓ax a.Aa sumo'0.41E.N7/,Eat,emir' ertN,/Mat soya' sr eq er7/A r a Me ac/and deed. I - s By aLLr, - - /e.ov .0,9 -./QT 44'Cw7rr,%ssas e7. .ss�71R'_h ATTEST- Livss/y d/tem11 w.d EAte1b77s Gwn1y C/mt I /✓1cxMip CaruY w> rr.� Wrg��L�� or�1w_.o_ !7 d7.--� yATF.(IF'("RF'SE a d. !TA•i,A!OREI nN I //�red//av_c' v 'I ti /JT? d, vred AYs v^ o/ F 4•°a'•! .5•.Rr.a.�•a•.....• I Cw..,e!n'a.m.�_+.•e . `,.,. /A72 ....r r TN••J.sty.S L A,.rra!,Y.F. /.R.•7.'R TNGL•S<n.r.v., .7..M,w w(r d7 O ' ..%chreYa- �/ Aryv!/YG-.h I..R.. c•e•...-St .ae,./...7......' e21u7,7j, su'✓eyw FD•ia dept/ c a I•nT1../r• w w'.NA.,n . ..,.•..0 M.rig7Lvi lus(o7j. 1 Tynrd a� Ceao»riievs w J..(..n Y�_wVntl...•�1 .. !...v.. .. ..n. .w.MM..../` •-. BY �r__`-. ,,r,,...,..i 7.r.,..; c.wN. .•...:., ?I. ..-_,�!_. ,x.�.. �..qo�� A...1.........r.,,,...1'- _ -.s.w An.w.N.,.r,7.w.l•...• dAta'ared/l�A`JL�oy a/ Fi.�le. /972 .,..'dry - *N' Y .,, yl7, A ' fC�- �/ • a7. f /Ba/... � ...c•.+.7.Cb.e !/ J' 15.4 4,e,,:G! .._ .._.A,,., R .3„4.6'e pity / f• Section Corner-A d bent/"/.P ; S- /7//•725 E /4,706 C 0 L 0 N ! A L Y 1 E yY -6/41 -88.2' .N./•/723-6 --- -r, SCALE:,.�' CREEK F ■ 5Ssef 1'+�IK��GO/i' i 62•44 •J /36. • 497.SB _,•,.v S�f�I PARK 1 20 I f'e�P Ate er 3 E 4.95 0 TRACT •. 42 300 1 BB.]� lope 4• •ti o 't P, a 1 /s's.E 1,, /N THE SSW. //4, SEC 3, T.2.1,R/W. W.AL• y I R •er o OJ30+ w°�/4 ss41 0 23 I^ ^2 ( '. 0� CITY OF TIGARD,WASH/NGTON COUNTY OREGON ii w� h y p "- 30.'8' I';° /2 0 8 0000• ,f f-r! SURVEYED JULY/979 - WAXER ASSOC INC 1 i .K/•/7'25'7. /4706 66.73 }9.27 • •0 1 /0013• ,+i,ti .,e. hNj,`8 ;,, //8 - �,w Cam, 4ae 3. ,t ' - •>, e-"oozelB_''3YM7Rcd N/nWZCo,o /3 x70"//7Y7 4td O' � __ n•.r•/7IS•6. 2/3 Or ^S W -�o�' '.s' sw2 /0 yr 0-St S 4r1 \ Po, 4iµ' /0944• `0 / -Set YdwlO'iR �wAl COO I\ O h �.r• r .20/• 0 :t / / •-"'iced ik!'//cvl�@.:1�LC1�55/5441 c. ^ .�5t s/-/7.2s-W Ro. \ Y,• ,'+ _ �/ 4 3 0/1/Erw/5C O ��+ 04� /m224 '... •• so.00 x � S G� i'/.e op0v Aro'f9ro Af!2oLC \ __ •rsr \ -9+•5.. ro\ Y s.o-at•00-4- 9 / >3 v (R)-,Padic//me 6 Q I b ` rr�E 1"e•• o°Ai R/ 3353• `Y i SE.-Son/torf/EOSYR�e/71 p Q o �.� q t r�-3k' �.., e y/ •4 NE-A4/er[Me Elatem nt C: ? $ •q �� p •7 y�' o ..Sef sb:so-aan Rod January,/940 �. 4 O o• /a'sa • o t• o\ \-' L fo s / /S.o ff SE `p'5 Z g *i ` r Sr 50 _ Y,� 6 •t. M N erA5/s CPA- BEARINGS•1 Ci h a in N, 3/0741 ,01. 1/ �, f �`.00 / /428/41 tit A a C$//8,295 y Q i O^ 0� OJ o0 ����-/ O r4 p O /50.04'4 ° .d tR� .r� \:-:... •sY 4 9. �,re. 4., ! r .g'� N r.- 1 V 4.00 2 ^ew.TR\ \ y,' 4 c -�`? `,.�^•oa c!?l�l�G e Zil!_S s./-/Tire,., r R _wore 3 /pie ` i k / ,. uFi ;, !i - `4-".547.-0":'-:„°...-Wit' 2 h 7reCri'8'ef TERRACE TA0/Ls• �° \RB43 io 5 e f 1 418.0 ao° i� Plot/be*34,Poyes 37�3-4 to be 3 0 ,Z3i /�4 '�. 0 742741 n° -l3.Of/ �'' 7C 4,p by 0/7 of Tiyord,by oOro Quarter Corner o'� '� • e ?^ public ri h>-of- Fr,f.s7a'>t• _MITES.'- ?o N Z ��l20. �'ON/2 ? /24303 ��,^l "' L 7 r tintfiuw,enf. ter /J r.eAcrs A'/a-to be conveyed to o . \Q '4N/r 4: ^ h City of Tiyord by,fleporote/n$/ru/rnan f < .Ri "941 2e'oa° I$M 7 2) A3.0 foot wK+c eoSS.7tenr/S xw ebyh ~ ,g :4� ? ' 'o-e-, ic• ■3.0' Jh • meow.,arm : 7xACr A• \ grantedo/or O//f/Jnt,side oho,rear /4.90 _ _- 'off �• a•00 n4Aer 77'n.']iwltaCE nearos. /01/Ines for Utility purpOSeS. �- S./•/7Yes'rt /90.8 L9 �`• �' .32a.75 I z.,sArb ESsenaa.`r'3 e �{pr ejore w _ - � �!! . y414' '.•. Iw,O /26.49 L'•F _SURVEYORS AFFIDAVIT .S 1'26'2.2-et ,SS. SW TER,e4CE.TRA/LS Op. I�L LY TREE: 20• 840 pre --,F0 Z 2,L.Brian We/yawl P ng law dwy•elvaen,soy loot L none eateecNy surveyed andmarYted DEDICATION '-- ao arae•E, rwth peeper monuments, the/ones represen,e4 o7 the.OU,n,ap of-CRELKar2E /�; Mgt STATE OF OREGON sew LO CURVE DATA L 5ousee to be 34/OS fee Nwtp/Pbo,/ 0 Zed iron,o/pe 2"//Yne3 in dame/,-an0 96 COUNTY OF W,ISM/N6T SS ��/ t LOT RAaecs DELTA LEncnv wawa 04090*FARING Manes /ono ariven 5/nehet aelOn the sur1oce of 074 9104470'orb over o Mince iron roe, KhOWALL MEN EY TNESE RRESE17/$ 3007' 04 1/7D Ond L/NOA Al SLnr/L'5, If / 17500 67/1'47' /a.f3 /Belt N./•48•2L'w. Same Mara Pare.06079 on the east Lnle o/the Pecoraro p/0/of'COAY.io/view;a5/40ardea 14N4 Lerida KS06•1/I4L.bondy'm'fe,One Ewhe•S/n fob S//np/e e.0/EDWAV4. 2 175.00 /6.21'/3- 50.00 4433 N./3•o5.28-0/ n Plot Boot /8,Pope/f,Sob cowry; sold/n,nnot Rome be;ey/oco/44 509.4/'da'oe.,a aistane 6Aose and RAY LEAC/5 ogs' t0/, rtneyShip,Ore Me 4anfroet Awns; 7.0 /25.00 32•49•y 7130 70.62 N.4•S2'04'4 of 150.32 feu and N./•/TLS'E.,o 64.00444 ee /3204 feet free Nye So/t,fooae-Cower of -ob hereby mehee,e51bbh;Sn Or03/deC/Ore the 03neyeldMao of 3 /25.00 /2"25'3•!' 27./I 27.06 II./7'4S•42-.e. .ectson 3, T2S.,R./w, 40,/ washAostdm Comfy,Oregon opt/Mope COonnonp N./-/7'25$an spiel '054.4 104 HARK'OS a(15Cr0edin the sowve oes AFF/DA Vor'/S 0true 4 50,00 24"03'00- 2403 20.00 64.1/.55'00-E. 4050 /R7e 493.84 Ara tome n4rer all Comer of.50/0 -0634/0/Inert ,Mem:4 4..0 9 sae easl/.0C clop Ono,plat there-,o//%ofS Ondst/eets be./' or the di retru0nS .5 50.00 44-'36'00' 38.!2 37.=5 N.22.25.001w. and r.n nn9 N..30•1$04-5., 20a T,7 feet to Me soIHmwesl Comet of!Wee , rLCO-deg/rot or 0��.- he/.srshon 10,oOnd thC'd,he,aay glt`e/O foe 6/e of 6 30.00 22-56'oa- 20.0/ /9.83 1.36'/2•00'N. 7544.40 74.41/4..t. O?ra eo-Vaud in Pew 8a,*N,lope 37,Sn.V Cowry;ft,prR .0 e!•Zl'9tE.of the /' "• r/I../ Ond e'•OSY '•Shew roo 0 0•72,0. 9 5000 22.16'00' 20.0/ /1.36 N.T9.00.00'w. Sooth.r7'e of 5o618/0555/(.•2>FXRACE 1104/25' 809.02 feet be the rwe/heest 435,-of Tract A; L %tE4_i /0 50.00 46•S3 43' 40.84 39.75 5.65'513-18'w reCOO°a lobe of "lto/y7tee- as nee•0/440 in Rio/Boat.4/,PLge/2 said County/ADaax .>y DAV,O Sawa LINDA N • / I/ 40.00 62.45'07- 14 74 52.04 S.//•/0'L!'N. .800 SOUtn line one'waning 5./•26.22'W.00 Me weft line of Sore 77-act-.:4.1 453.28 Clef to CNK /2 50.00 3/•47'22' 2774 2739 S.31.06•3/"L. -southwest corn//of-so,O:VOW Tree;froulce leaving s+0/d west/ne o70 south cs/ecvr/rr one Griwu> L� - �(' 2 /5.00 7$54á'3- 1/.21 /1 49 S./4•oi'oS"E 1,470:75 S./•/7'45-W.,/97..69 feet;'hence s.8444.00'40,•0x.0••ee,;thence S/s'ea-/00.04 reef Edwin a.600Se Roy 44040 /3 /75.00 20.54•03 • 64.04 63.69 3./3.28'870 thenc4 S.B4/r00•W.4909 feel;N7erxe s./%74.S.1.1•„/00.04 feel to lne no'th ripe/of nvy/he of T.'1' /75.00 /98754' 60.64 60.37 5.6.2403 F. 5.W Boast 564441(Co.RO....re/thence S84Yr07-v,an -ACKNO1VLEDCEA/ENT /4 /75.00 434.35' /3.47 /3.47 .5./--04•/7 f. -1G7/north right of ivy/Me.50....4 feel t0 a pout/On me Cost 104 of 104°freer 04/4y4440 STATE OF OREGON /4 /25.00 22.34'00' 4523 44•!/ S.9-55"55-E. Boat 955th 6440 Rears's,sou S.S. 370, / 1/54 tne7rc.!<rmiy sab/wren r of wy erne arbrunmm�g TILLS 0 Y of wAStt/N6TON g CENTERLINE CURVE DATA on the e3St 070/70Na!me o/sap,NOP me faawn 9 cax.ses:N/./7-.26--E.,/47.04 tell'theme TNIS CERT/F/ES/hot an the i cloy etAt/ct rsr,/979 - S.89.41'00-W, 90.54 leer .7 me paint of bepnnn::no. awernvg 4-/9 acres more ar less, beha a me personohy oppeorea EON', B.house Ond Ray A /SO.00 22'.74'00' 3905 044.70" N 9•.59'33'64 Leach,tO me personally Known,who Deing fist duly Q /50.00 46'/1'33- I/14.4.5 /1239' N./•10'42-E, Swart,did Soy rho/he,fdNmn B EauSe,Lid he Roy 14001 ore the mdenr/40/ named in the f0-egoir/g -57479 ACKNOWLEDGEMENT_ STATE OF OREBON in5trumeil ono'that they did aernoW/eage to me 77701 COUNry OF w.ESN/M7rON SS. they executed me borne freely Ond 00/404/Q2/y. A' S(dKCr/bee 0015440-n tO 0efore me TN/S CER before n', Met on to/S�oby of t ( L ins.Lsoy of .4,/,.a..7' ,/379. ,..„ /979, before me peisnno//y oppeored Oovid 1��SURVEYOR� Schu/z ono'Lindo Al SC/u r,(ANA L;nob./r SC/wt2,4 �.?:?;,''\'7 p' PSuoseribee and S✓orn r°betide me .w'^ to Me persono//y lenown, who bemn9 first duly f � ° /y`2. '. r�Lf t �� te �,s.Rl rc• 1n/Sdoy.of "'G°.'T ,/979. •' s�norn did soy he, Dove/Schulz ono'she lb\ OREGON Nofay/RC0/r fof Stole of Oregon _ Cr:::Y' �� '� n ,�` Lindo M.•SC17u/z ore the/dent,CO/perSO%19 nOrnLd e Mu.RE�.ixuwT ` My�ommmss:on Expmies �.,s/96/ `� SOMA 4y m' / �/7 ;.ti/ 1 in the n6veyoiny /nsfrcvnent and that thry w /1 "� L I' 'c 2 O•0 Naar for slate Of ore on • executed the some freely and vo/vntory. y^,03-0,0*.,S;: ` bueL�G y 9 WITNESS my hordond ofF cmo/sroL .f[rash we 904E nercby r,rt,Fy rn:s f oc%n9 ro be •� \+ E�? ~i'c°ern/JSion Ezmwres +1 7 / ; /Y» .�rY7 i , o true and eraCtCop OF me 0r,9;no/ o/or of oc o� hGTA-.tyy PUlL/Lee/for/the Shale of CYe_ge10 • "-REEKS/OE PARK•' My 003.7RSSiOn exp4ts /AAtr5 7Y .vim ..- fwJ S/S5 i or2 • 52905 5-o LI, Z CRE KSI1DE PARK IN THE S.W 1/4, SEC. T.2 S.,R./W. W M j CITY OF T/BARD,W4SHINSTON COUNTY, OREGON I SURVEYED JULY,/979 — WAKER ASSOC /NC 1 APPROVALS I COUNTY ne COUNTY Approved /14426_02y d ?Pril /980. Approved M/SL4-CIO yof ••••cw ,/yam BOARD Of COUNTY COMM/SS/ONERS WASH/N670N Y SURVEYOR was tnyron 0:/./Xy.Oregon By 2C -- -\wJ9...O.�_�.L... • `e\ APP/nrea Mai 4 00y of Aoe n ,/9St7. ��� 1' vOex DIREC TOR'0' ASSESSMENT AND TAXAT/ON. • • (Co,My����Assessor)WAENINSZON COUNTY OREGON J By Zhift..,.-P.=2..�. ATTEST•T/ke RT`'ato./of 4,7}�� / Rgo'aYed M/sZeL OOy Of_LTsnaLprs<,/R9t7. DIRECTOR OF RECORDS ELECT IONS pF CORakk, DEPARTMENT OF HEALTH o wosn/ny Cow,rryy Orogon/County Cleric) °tr, W°sn/n9ron counry,crr9on. By .J•�HS�a�. Ls 8 e 1 3 .y 4- /� / J•' STATE OF OREGON 1O COUNTr OF WISNWSTON`ss. I Roger ThoonsSeN,O.-eOor of RecorOS and E/ec,Ao s,do Aaoby ceN fy Anot me or/yinol pat Was rrceived for record On the_at_ _APPROVAL- C/TYOF T/6ARD Oby of /9g4,ot.*:4 o•aoct—&.N., ono read—oars on Pbge/sue /n BOOR of Records of Town PIofs of SOid may. By G 1.�ef..a A, milt r�, peps M P s_N day of /.7 d A v S y C RHAN; P N • M�ON Ty pF T/6ARD STATE Of OREGON sY �' S.S. COUNTY OF�WSN/NSTON J I,Roger Thonssse/,D/recror ofRecoros Ono Efecrlons do Naeoy cent/fy Mot.1 hove compared me wim/n Of Nm,Ale ores aI mereof,roar me Z. 0Je IS o AN;Noe, Ond correct edgy frfereo/, EXACT HEREBY CER T/Fy TN/S/G/NAh 70 CIE AN OS Rne Soma gopeors ofrrc0/d in P/or BOO.t EXACT COWY OF THE OR/O/NAL PLAT OF _� Pope LS1 mere of CREOEKS/L� PARK. By G.lA..,�a Q erzknA.t ,Gep..y Of. � l,U'u r RSCISTER= PROFESSIONAL r yyLAND SURVE YOR �{ Q�✓ OREGON— I L MNN weWMT W f I ..57x 2 OF 2 ..00 No.5DTOA , . '' ,_ __Yt ' .:;,* 11# p% II I,* i _ Ap _____ yh \ n i.■A _ 111111.11111/-1- uanunit Ipmr "iin FAIRVIEW LN 1 i 4- d. it . : 4011 NT ,,„p a so A ilroili I ARDE Si GAARDE ST • LL1_ Mr Ira i. I Iiiii 111111JJ r Q o 1 .\ i \ ® , , , ,, , 8 Ilk - z , ,N SURVEYOR'S CERTIFICATE \ I, DONALD H. HOLLY, beiil0 B/st dv/y Sworn deb,Pase• o� so, 1fd:7/ /fare Coiiec//y Svi�yed ItOLLYTREE 0/7d /raoihed with doper /ncv7umen/s the /ev7'leo,-4onled a/1 /he annere./ mop of f/DCC YT.PEE" or/v' o/ the Inif/a/Path/7 found a. 2"/ion piPP C be/an, flit Jv/fare of /f7e q/Of/r v.' .so/o'!27/ha/ Poin/ .atoll 4, - 5 -2- 4/7.?4 /Zee./ands ..77srry A PORTION OF THE S.W. 1/4 OF SECTION 3, T.2S., R.1 W., W.M. /7aoo /t-0/ X/77 ///e .sav/h //4 earner o/ secha/7 .3 r.2S„ .P/sY, s✓.4.7:', l//y of CITY OF TIGARD, WASHINGTON COUNTY, OREGON Tigoid, A/ash/np/on eau/7/y, Oregon; /hence from sa/d !n/fro/ Pair/ .Sd9'37.57'fs/ G4c.90 /te/,• /hence rl//'22SP"E 4j 7 /t•/,- fhe//cr S.99'2S1-297e-- .909_Se f'P.4 . 7.81 ACRES Pp`n/on /he cen/e,-,71e, of ,.'/Y. //SA Areirve,- /htnce '4' ' /he .sono' ten/eiire es,- SCALE I'= 100' W1 L SEY 8 HAM DEC. 1971 //S/4 rfrtn'.e SC'390D'!' .5 9/ fee/,• /hen/- /to✓in' sold cen/Pi/i/P of-�fY. //-S LAKE OSWEGO, OREGON Arenve SB9'97-,57"!t/ /7e2zV fee% /hence S0'-9900!✓ /9S.OD /te/ /o /he ./h/ha/..S./h/ LEGEND NOTE and Oo%n/ o/ feq/hh/hq. _.oev0...2,5.2X/470 2',' A/...393,AT/Nilo[ itvt/r. .1 r/rf a/.427,ZeseM6vl/5 A'frf4V.erscrrfa A424/4/re sraF ANO.rr.4s /avoerTr 4x/e•5, ezvetsJ olvc,1'w/sr s4aw•4,, ..S,b5e-hhed a .1wtYn 4'A./are me /firs//1Oy a/ �o 4&9W. •.... V0/è5...22/.4.7,-/ourry 1s s/rawv Ate/we siiCiHs6 cv Cau�r/rClrav Luo.L1rvTEVINCf cit O...4 VOTE3.ser '--s0•ITGf/Apo.Inlet.S'r' W5/av OnvT/ls.Guo tu.1/'v.1sc. iradi �� 2y deavutrr Cardzes, evocl.GxvF..s 1 y,�t/ BASIS OF BEARINGS l/ .4.Py PU l /%r e2�f> , C4v,4evuf PLrNrs.GVa lt'-re•rmO SFi or.sfe ,' 1e'A4 4r1i1Cr tfvllr•!/./E 4/SIU 4/111.1rt. .� [0/!1/17%SS%OT! tX //t1 / y �'l fol to.PA/E.PS. sYW!W/J.vAYJ.rare af/ilAl l//P a.-the i✓.val !/ p AerEs'w•1s eest0./5 Zit,er r/s erue,was rREGISTERED "• Awe/X'5 surrEx 5EE SUR\JEY WO.13594 I arvvsv • I PROFESSIONAL eY'"o u'�o S 89.2s.20'E (a Jlrlf " 809 s2 ""ie: h `\ • 0 s'C / 9 3 Section Corner-And trent /"/..F! 1 ` N./•/7'25 E /6704 rJ N 1 A i VIE YY --� - 6163• - 58.02' -N./'/7'25"6 f99.SB SCAGE:/''SO' • 1 /4,17"/"U**4 Awn'-6.64 ., /Qf.• • - • r/'/.P. CREE7(3. V_E 62.58 Se/2't36-1.8/✓. 3 E OJS' 6 o.O6 /36.62 i6.0-707r85 7¢ �j 0 coo.v4 zo'I 7,r/P� t:, A��e� ,+$ TRACT o yam c.00 /S' s.E. �. o .z ,,., �'d j� ' m �o tiro. /N THE S.W. //4, SEC. 3, T.25.,R./W W M W I ... /4 ' oa "A" z loi3 i N Lit '.e a CITY OF TIGARD,WASHINGTON COUNTY, OREGON 0 a ti /0330 e >��4364e 1-'1'4 ry /I e' SURVEYED JULY,/979 - WAKER ASSOC INC O co co T 60.68< •• N /2 FO 0 r -3 1 to i m /0063 e m /0000: `At!' 9es of A//•17'25-E. /47.06 y� e -LEGEND- 1 z N.' � 66.73 49 //8tH ,/ . O • sa 9 ,1y y °''Z b' '•D•o's? p-mound 5/B"•30/r)7n Rod a/KaZ Cop ti .i9 o .v./•n•2s-e. 2/a 419 ^S W.�_ C U,�, ` . ' ,.s ss„ 5 /0 .4 �. p- Set 5/8'x90"Iron.Q ' Q•� --o-- Se.oe� s?o ,�, o /054Be � bb ./ po-Set3/d xs0'[R A+/lv4zc4o �+ c• 24. % u `Q, ;s / // `?sem e-Cou d 5lB-//of,eort 4//7/&55,V7&I +►. 5/ �/ ''' i OtflG�rsv/SC lk‘4)-Tit 3.4•/7. e % 00 \ d/ 4i a as-w. .00.04 //2 3O' \ /8 A3 S \ ��f G� 9 "...".".4,,,.. g / 'S '� <2)-Qadic//v�g • V)1 O �0/94o e,20.1.!0 H s• cC 9C• p r �' .S.0.36'00"E. E 's"? ��� 0 - /33884 •6" '�' 1 ^. 9 79.7i /R! i n SE-SOnik7 Eosen.L•/1/ I4Q `� \, m S sy y'•.0 e o .0'.:F/ .'s.' NE.-Hafer line Easement pQ 9 " -c ki �'b - .11 •,,`kry/ �: o ..::::0,-iron Rad,/onuory, /980 Q<� $ / ;ry \ • o ,:� i e \/ /S•Off 5E. `o 20' 2 0. 13;)0 /0965e - ? b A� \ L 3 b' s a 9 M '°e'2_ h' 8 ,z•i b N „,._,„,„.65,„,„„ L3EA2/nlGS 0 eu. (1,...b. �o B/07 e 0 / R� �s ev / �B+u.4....4, / y C 0 A e5 0'45;2.35 y h M M \ Na pti 0� .2ioj �' eo:• ipO o.a\ - / 0 /428.'e y `r. O _ 4. 1 I O h //so ti a s w, ao, 'ny o' /re• __ ° g's, Al t- : .�4 I. CS /CO.04' /S.oo 2. e. 'n- TRACT R, "oe.Z hb- 4 0 Pi -�`�" �. f ti _/VOTE1;r4-1:9'of K f, . S./•iT4if"w. is y . .°0-4, 7.56/40 ,0 O ry c iv/688540 q�? \. �- �' ,po, wn �i -90.000 - E ,;,� g TracfSTERR,4CE-TRA/LS 3co� s3? a9y .6J 15.0 �� �� hory pP/of oo 54, pages 37 3'A to be o� �A • \9 aom 07 • 829e "�* m Z '•' e s. dedicted os pub/.e right-ofwcy i' 3. Qwr/er Corner o O nT 34/530 o ti 6a• ., . 6 - -/5.0ff- SE• �, o R ;�,00Y e/'y Of Tiyo/d, by Separate Fad SYOr>C __.NOTES'-_ - "x .\ v os 2 ?• /2430 e h 1 \ m: ' ��1):4::b. instrument. If TRACTS-A'.I`8-to-be Conveyed to o.0 4•. 20. •8•Sq4, �-4-.e es 0-- 11,,.. 15.0 �1. �, 7 Pa'�` 2f A 5.0 T r rr/C6 close►7e:bore by Separate nlis he4rbyy\ •�'• � \ \;,2�>?e'//9p 9�Bc @ MG•-�{,r o0 2' ,3.0. I ci � /04930 serL/� e.. 1 TRACT.-.4'" `;\ 0 9 zos-opr N/OE / ['20" TRACT 5-or 'TERRACE TRA♦ •1rOntrd'o%ng o//fyanf sable and/eon ®� N4.90 A --82.69 --N\ \/91�47C\ •00 9 1 ,NGREE��ss'EGRGSS fASEN6wT A y F �" •T2t.79• I 47,/0o No so-sr "�. .1F, So•sd2a'E - n /Of'/incl•:{O/ ufi.%try•purposes. ..S./../7"01s-w. /97:59 as.» S,oe - Z,6.,� /26.49 t '•°, SI�Y TER24CE• TRA/GS DR _SURVEYORS .AFFIDAVIT - s.4.26'22-x/ 1..-.1-Y ass-ze -- 0 TR = , Serif/%4r/PM/Tee ^ a ;L.L3r/an.Weigart, n�ng firs/ duty s1«arn, soy toot I none Co iect/y surveyed 0nd/honked DED/CAT/ON ZA "� 5o1h SO'. 'E with proper monuments, the./Dods represented an the plot mop of"CREEKS/oE PARK; that STATE OF ORE'60N _ 6.70 L CURVE DATA I.carsed to be .set os.the /nitro/ Point, o ppe ga/wnired iron' ! " 2-inches in, diomel+r and 36 COUNTY OFW.�LS!//N6T s'3. • • LOT RADrVS DELTA LENGTH CHORD plORO BEAR/NG •inches long driven 6 inches below the surfoce of the ground,and over a fel inch iron rod, . /6M2WALI A4E/VBY Tfi6SEPRESENT.S that i941,40 0,7&L/ntOA 41.SCHUL:^2, / /7500 6'//'47- /B.93 /8.92 NW. i-45 25` Sold intro/ Point being on the east line of the retarded,dot of-CoIolio/ ViCw,/ os recorded A/04 Z/,do/C Sano/tfjhusbondy�wifc,orOOwraers/n fee S/%no%,OndEDIY/NB. 2 /75.00 /6'22'13- 50.00 49.83 N./3.05'28'L. in Plot Bolt. /8, Page As Said Comity; soief /natio/Point bean9. /ocoted .S.89.4+•o0-w., O ddfar ce 6A1-4SE and RAY LEAGv,.a9axa'/p'r*Zv9 'hip,Ore the 0097fr2JLf izoii, Tris. /25.00 32'-99.0/- 7/.60 70.62 N.4.52'04-w. of//50.22 feet and N./'/7.25'&, o`d<sfonSe ,' /6704 feet from the south QrarM- corner of -do hereby rnmee,estb6/r:Th and dee/ore/he0nneredmap of 3 /2500 /2'25.34• 27/1 27.06 N./7.1573"E. Ser-A017 3 T.2S.,P./W., w-M. woshingfcv? 0097719,Oregon and Maze Centix/ihy N.1•/7.25 E o7 said 'GREEKS/DE PARleas CieSCrii.ctIrn/he SXgveyOes AFF/DAV/r iS 0/rue 4 5000 24.06'00- 21.03 20:88 N/4.55'00-&. east line 4.93.58 fed to the /7A-Yheost corner of so/d' -Co/onial View`; 1 eixe,Moving sold east line map end plot there-,a//%/S Onds/reefsbe,u Offhe.0:-/ne7S%Ons .5' .50.00 4436'00- 38.92 .37.95 N.22'26'00"W. and runnc g N-30 28'0#'E.., 248 73.feet to the Southwest corner of Block /, recorded plot of O-= he/0=00/) .71",, • (�,,o/no/fheyab Hereby d-'dcale to the 05e OP •6 50.00 22'56'00- 20.0/ /9.85 N.56'/2'00-W- 7ERRACE TRA/:.S' OS recorOCd in P1of Bane 3E„Page 37, Soid Ca'7t)f,'ttA"/�CC S.89'2/'32'E.ova the f��-' 7 , / and ease •d -•'shown,on sof- imp. 9 .R9.00 22'56'00- 20.0/ /9.88 N 79.08'00'W. .SOuM line of SO%o'dB/OCA'S/52 75••••AGE/RA/LS' 209.02 feet to the northwest corner of Tract A- _ _ -� ,- � _ /0 5000 46'50'43' 40.58 39.75 5:'65'5$'38-W. recorded Plot of -Hdly7ree- as recorded in Plot Boot 3/,fbpe/2, sold County; thence /Covin/ 0A1//0 SG7a _- LINDA / .SCN A /1 .0.00 62'46.07' 54.78 52.08 5.//•/0'/3-W. SOl7 SOWN)/ine Ono.running S./'26 22-W. On the[Nest /ine of Soil Tract 4; 453.28 fee,' to tnc p Q / / / /2 50.00 3/'47'22- 2774 27.39 S.36.06'3/-E. Southwest corner of-so/d-Nagy Tref'; thence /Caving said west line and southwest corner and GLGuvi1•L 4../�.. �' /2 /6,00 75.5,9'/3" 2/.21 /9.69 5./4'0/'05'E. running .SP/7'45w./97!3.9 feet; thence 5.89.4.'00-W., /00.04 feet; thence S/17 f5-1✓., /00.04 Feet Edwin 8.GO/%5'e Roy on /3 /75.00 20'5905" I 64.04 I 63.69 S./3'28'57"w. thence 3.89^4/'00-W.89.09 feet; thence S.t/7'25-w,/00.04 feet to the north right of way Zine C! I Tr.A" /75.00 /9'57 60.68 60.3 7 S.6-.56'03`.. \ S.W. Goorde .street (Co.RO. e•4/.,.: thence ..s.89•4/t70-W.,0.17 -ACKNOWLEDGEMENT ,•._. , /4 /75.00 4 24'35" /3.47 /3.47 .5./9-04'17"E. -said north right of way line S0.402 fed too po;nt on the east line of Mot trot conveyed in STATE OF OREGON /4 /25.00 22.34'00' 49.23 48.9/ S. 9'59'35"E, Bot'856,Page 3704 Deed Beards, sad aocotty;fele-Ore 4..0111/79 5010 north right of troy line ondrunning COUNTY OF WASH/NS TON S.S. On the east and north /ine of said tract the fN/awing Courses: N/•/723.E,/47.06 feet; thence THIS CERTIFIES 1430ter, this l d0 ofA lc s CENTERLINE CURVE DATA � 4979 90.04 feet .0 rhe point of oeginnina Crn5.N/ /a;rniy acres more or less. before me personally appeared Ediv,h 8. souse and Roy A /50-09 22.34'00' S9o8 58.70" N. 9'S9'35'IV Leach, to me personally Known, who being first duly B /50.00 45 /4'35' /18.45 /15.39' N.I'20'42 E. ` .C.83•4/'00-1./., Sworn did soy that ne,Edwin 5.Louse ern'he Ray Leach _ACKNOWLEDGEMENT ore rhe identical persons Homed in the foregoing STATE OF OREGON instrument one that they did octnow/edge to me rho, COUNTy OF avASHhisroN .SS they executed Me sorne freely and voluntarily. 774/S CERTIFIES tho> o4) thnS y of-/4/i- ' 7 Suhecribed and worn to before me /979, before me personally appeared Dovid r L this L day of Au/,oar ,1379. • Schu/z and Linda M Schulz,(aka Linda:X Schu/z,� 1 LAND SURVEYOR / �� Suascribed and sworn to before me to me personally known, who being first duly 674„:„...., j�s� - /�.1.� \ •al A-RI?O, fhis4Ldoy of & 4fT ,/979 a Sworn d o Soy he, Dthe Schulz and She : .=....:-%.,,........,,..,, ,,, ,,., 4 y Undo M.SC�u/z ore the/o�enti2o/ perso4u Homed Notary Putt,: for State of Oregon ) in the fore Din /nstru hent and that OREGON S : PC' (6 -' ,9 9they L > Ji My Commission Expires /V' .� /4�/ e --1.._.\.C,,...‘„,3 - 9 f executed the.some freely and Voluntary. 940 \ J w o ,G Notary /41ic for state of Oregon 1 ' A WITNESS my hand and/o`/T ono/seal. �rJ.S'0.44,,9,=`: g$ 1:.0 B L 02 .1.;79.Commission Expires ++/•3,19Pi/ �'YJ� `///?/'lG�rl/YL� 3, L Bron nee,9orf, Hereby Ce/.1/7y thiS tPOCin9 /0 be a wmm.' 4"F %(- , _�/! o true and exact Copy of the or.9ino/ plot of "'-• OF OR '.� NOTARY PUBLIC for the Ste of Oregon. 'CREEKS/DE PARK. 1i ►1,v My COMM/SS/0/7 expireS /illi//fir-4.'-1,f6/ tiAs► SIDE ,at 2 • 52905 1 A CITY OF 'TIGARD �YOFTI fa. ..... OREGONd �� Ir57N PLANS FOR PROPOSED PROJECT \ MCDONALD 1 DLL MOUNTAIN RD - 1` DOQTA 118TH COURT No- Inel Rik Fr DUBWN :1 STREAM BANK STABILIZATION RIVER _ plo.„INDEX OF SHEETS 118TH COURT CVR SHEET 1 COVER SHEET LOCATION MAP BONITA ROAD N1 SHEET 2 CONSTRUCTION NOTES TO BE SUPPLEMENTED BY THE CITY OF TIGARD DESIGN STANDARDS DATED JULY 15 1996 Lt SHEET 3 EXISTING CONDITIONS L2 SHEET 4 CROSS SECTION LAYOUT PROJECT LOCATION P1 SHEET 5 CROSS SECTION PROFILES 118TH AVENUE P2 SHEET 6 CROSS SECTION PROFILES N J D1 SHEET 7 DETAILS SHEET i\ ,- U 1 6.‘ N `1 J 4.' OP''' f A \ 01 ROSE VISTA DR 11I (kP U/2 p 11 �U 11 i J Nib GAARDE ST L DRAWING PLOTTED AT HALF THE NOTED SCALE PRELIMINARY NO SCALE , ,r ,AND Febngy 32 2000 4. VANNIE T. NGUYEN, P A .E. E ENGIEEMMG aAl1 f f ayst2v O/4549t 131 499POYA4) � � DATE .M.uI!.k »0%4' 00-05 CITY OF TIGARD 95% SUBMITTAL FU»a MO. GREGCN 3/22/2001 Im1_ Wntioe I ••••••••••• ENGINEERING CIEPARTUENT 13125 Set NALL KM/ PROJECT MA ME DOANE;EMEGOI 1/7223 7J (5CO)NIR-4I-4131 GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS. CODES AND REQUIREMENTS OF THE C/TY OF TIGARD. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY REQUIRED PERMITS BEFORE COMMENCING WORK ON THIS PRO(CT. 3. EXISTING PROPERTY BOUNDARIES, RIGHT-OF-WAY, SITE CONDITIONS AND ELEVATIONS SHOWN ON THESE PLANS ARE FROM A SURVEY COMPLETED BY LEGEND THtURSTON &ASSOCIATES DATED 3/16/00. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS TO HIS OR HER SATISFACTION. 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. IN ORDER TO PROTECT UNDERGROUND UTILITIES CONTRACTORS PERFORMING WORK MUST NOTIFY DESCRIPTIONS EXISTING UTILITIES AND PUBLIC AGENCIES AT LEAST 48 HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS. BEFORE BEGINNING EXCAVATION, IN ACCORDANCE WITH THE PROVISIONS OF ORS 757.541 TO 757.571. CALL 800-332-2344 FOR UTIUTY LOCATES. ANY DAMAGE TO EXISTING UTTUTIES. WHETHER SHOWN OR Found monument as noted NOT ON THESE DRAWINGS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. Found PK Nol set by City of Tigard 5. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS TO MEET EXISTING CONDITIONS, SHALL FIRST BE APPROVED BY inlet THE CITY ENGINEER DR HIS OR HER DESIGNATED REPRESENTATIVE ANY CHANGES TO THESE PLANS SHALL BE DOCUMENTED ON CONSTRUCTION FIELD PRINTS AND TRANSMITTED TO OWNER'S ENGINEER. Strom S. Manhole 6. THE CONTRACTOR SHALL HAVE APPROPRIATE COMPACTION TESTS COMPLETED AND APPROVED BY THE OWNER'S ENGINEER. CONTRACTOR TO SCHEDULE Sanitary Sewer Manhole TESTING DIRECTLY WITH TESTING ORGANIZATION RETAINED BY CONTRACTOR. Water Meter 7. MATERIALS DEEMED BY THE OWNER'S ENGINEER AS UNSUITABLE SHALL BE REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE AND DISPOSED Water Vol, OF IN ACCORDANCE WITH LOCAL ORDINANCES Fire Hydrant 8. EROSION CONTROL MEASURES AND/OR DUST ABATEMENT SHALL BE MAINTAINED BY CONTRACTOR DURING ALL PHASES OF CONSTRUCTION INCLUDING Telephone Riser PROVISIONS FOR MATERIAL, EOJIPSIENT AND PERSONNEL NECESSARY TD MAINTAIN MEASURES. Power Pole 9. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN AND A STAGING AREA PLAN TO THE CITY ENGINEER AND RECEIVE APPROVAL PRIOR TO Sign Post MOBILIZATION. Gas Meter Deciduous Tree as noted CONSTRUCTION NOTES Light Pole 1. PROJECT GRADING UM/TS SHALL BE ALL PROPERTY LINES AND STREET RIGHTS-OF-WAY UNLESS OTHERWISE SHOWN ON THE PLANS. Bollard 2. ALL STATIONING SHALL BE STREAM CENTERLINE STATIONING UNLESS OTHERWISE NOTED. Right of Way 3. EXCAVATED MATERIALS, ACCEPTABLE AS FILL, MAY BE STOCKPILED WITHIN THE RIGHT-OF-WAY WHILE MATERIALS ARE BEING DRIED PRIOR TO PLACEMENT AS FILL Lot line 4. CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT A MAXIMUM INCLINATION OF T (2) HORIZONTAL TO ONE(1) VERTICAL UNLESS OTHERWISE 5HOIWN Curb line TWO ON THE PLANS Edge of Pavement 5. THE BASIS OF COMPACTION SHALL BE THE MODIFIED PROCTOR METHOD AAS-ITO T-180. Gravel walk Stream Centerline _._ .. 6. WHERE EROSION IS UKELY TO BE A PROBLEM DURING CLEARING AND GRUBBING OPERATIONS, WORK SHALL BE SCHEDULED AND PERFORMED SO THAT GRADING OPERATIONS AND PERMANENT EROSION CONTROL MEASURES CAN FOLLOW IMMEDIATELY,: OTHERWISE TEMPORARY EROSION CONTROL MEASURES SHALL BE REQUIRED BETWEEN SUCCESSVE CONSTRUCTION STAGES Fence X X Water line Sewer Line S S— Gas line - G -- Electrical the - - E Cade TV T --- Phone Line T V - -- Area of Rfprap OOP Area of Bank Sloughing and Erosion FFFF,, Scarp Spring O^-' Head cut ""'"' "S " lrnay SW 118TH COURT ti CAR Nsa-ovt-amo wouy�aw 932-001-aaao ro,,a.or m �,., Si. ,,�,Ih Si. ,6.605 118TH COURT EROSION CONTROL sr t m.ro►a Iho aaew,uts'Ir NoMbofbn Uu6lli to ��} 'it CALL LL 9EFORE YOU DIG OREGON � E N T R A N C O 'v 7r n � •LL`- 1, CONSTRUCTION NOTES T-BOO-332-234s '`l Etc ' aN OF TIGARD FILE NQ. 00-QS DWG NAME ENCINEETaNC DEPARTMENT SHEET OREGON +>t•as wu aw [LIP- I n N 1 2 . , LEGEND / / -/ o \ / / \ f Ne•i;� Area of Riprop / .../ / I1 Area of Bonk Sloughing and Erosion v�� �' \ / ` GO .♦ / -„ "ti Scarp �-`N / / -/ / O"'� Spring - 1/ / - \ .. /... / \ / Head cut , / se / . \ / ; / • / \ d/oc4 � tr �r� Spot Elev.=263 / 48" CMP / / .'. / / A-\` ... m `r/•L ,/ -:_. _./ `� ` .ter' J / snail gully ' %/ '°/,/ / // / 9 Y / ` Ali t I .__. GOP ,f-_' i I t -. .;? i."._...-.•-' ,�\ ��.��/ Existing / / \ . /' ' � 'Plead' i� / .,ii,�s!!�.�� �' x sting Rifirtip " h / // ' �tl��f�1011l���� ..____-.0 _.BOX @S._- .J :,x.�'r pCC ,;,,i_ , - -� y / ear �l;:��. sil�.!!!�!!!1) ExsC� _!Pt xX ■ Solt b >>� _• ,• ;` / ° / / 1 /4/ . _ Mulder >T . •c!1 / / ....../. „/ / ,,,, \v - K / > ,�o�e1 Exist rig±Aeod S f +'/.1: / G / / , __ ________),,,„ ,,,,.....,,,,,--7--- - .......---.---- .,, / //, ,•//, // l� �� 55 gallon drum l ...... / ._ , . / //z/ N 7" . Q % �C / �I �' // / . / to inii o w . / ♦ • _ `�. ` SW 118TH COURT t Coots-.- t� w aw w2-ool-aoro eo by art wt-aor... , Tot. te.•os coital mph.. a'6 '6 �t 118TH COURT EROSION CONTROL trr tr�ne�.TiM�b tM 6.qm Utatr NoONkatlen ,Ili i�w(eoi�zutve�} W U, 0--t CALL BEFORE YOU DIG .� OREGON i Ca, E N T R A N C O ,1%-IJ� EXISTING CONDITIONS , I- 332-2344 '" tt��c`" air CF CARD ENGINEERING DEPARTMENT FIE NO. 00-05 DWG NAME. BEET OREGON ISIS it mil Lb IONA OMEN 97.9 0 = L1 3 ' / / N7612793.00,, . N LEGEND: ■ �∎ ° E647805.00 /\ •12743.00, / V E847755.00 // .06'. .° / ———••• CENTER LINE OF NEW CHANNEL .,.../< / N7612693.705. 00, / / \ \)</' / E7b5.00 / £ ' 1 • 4333.00. /. //1' LL AREA / PLANTED AREA ``, / / 00 \ `� i ���ha vEGET D GEOGRID N747605.00 / / ■ ■ RIPRAP TOE % / \/ , // / N j / INST VEGTATED GEOGRI " \ NN/NZ.✓ LOG WEIR �i G ■ �\ DETR•�SHEET DL / ��`� -.. ../ t)V, N/ '-‘ , . , 1 , , / ;>,./ R ► '.� TED A \ / / � � /�- / ` 4\* . ' . ./ 0®w SEE DETAIL SHEET D1. NV6,---;.... ,.. „...... - / . , : shallow ?' ��• r it" / } / + ��r e 4; .� f i� i' i \ ,\ r "� ; 4`� l� hr•.�?r _ ® M�. .;..r .p�i y /� +j �Exist �He4d'ut ,:-.-----,---- '` +y r/.4_ /\ r . .1i, r r,,; r `,�` 4 .may. "+ \ \ ' i`\ 'V •,. .f1:f��� ri' .! '�O�%j�,�� 7%(r �icrr, �.' �> �` •:!i ,r`A; `',!i ,`4+'9i',, , .�". �'. / r' /� ��ID3�3P��ffH►L ri':Oril �ri�,����q��y{``!��,i�JN,rr�<f���hr.. , rr��,�� !I%t '�r ���� G�ir�rlli«:? . ��' ` / {1 . , ffflf��R.`i±��^fl�,- •,i ;`% t`r%INI e,¢;`hir/A`•. X1 {Aii:•��.. ''ty � i,.�' � is l•.`•erhl'` �• �._-,.,''. / L //. \ \ \ f • i. , 1�rff�� r;r0t�ilf f p 4:4,Air V :,�b. �� r l�.;..1!ij � rY.;��ri��p/r� �'�� <tl►'lr.�� j t , . _ - / / 1 ti r �Npj;�� r ri. .�,ii (A', Rai `" w0 r/�ri i7y. y r o i::•' - - / // �` / \ .AClkf� qF��!f r !/,�.r ie.•,V•ri ��43:i:; i '<►r ; r. r�Vli :+ (4 `t.:Al$N;,...: •.. v ,h / / / �!f "V f rp .l O r� .:: `<O•'r:v.•/4 0 \q'' u ` {D 'R*/r OC►ir, t ` , /:, �, / 1 l:����fa��*` !,��'��� ♦ri �Ii• .• d, d .*lii4...,. �.. tr%iStlL?g- ..i44 -f+�:.v�>is� ' - STALL LOG IR r / f(\ / // • ® _25 ^,'i r).:i 4•crr...,:.r`� ....:;1-'41j641.14..."'".4-e'._xr',�`r'"yl r`..... ' {w: `?.• i DETAIL_.. I. \• 1 .. //' ‘-‘, / 7" ... _. / ,.. • `�',:. `-.' ,'9rrl. �. `'i .:Y sibs 1 �,. 'x' • ; —fit .; 'r. i yr j� 'I 60• •i ?>::: _/ rpro . \ /'''' ' , / ' . / e _ _P �►a� \ SEE JETAFL SHEET U1. / � \� rro� \/4.'\ _ .� Existing: d T Yr l / / i L`u 1 S.ALL LOG WEIR,��/ \ % / >X - -. LOG WEB 0 f 'NSY �OG',.WEIfFt I/2 E DETAIL. SH Y 91 / /// �i ` \ DET711 "i— SEED L SHEET,of r k + / / . \ ,,/,./,,, Ct 5 .n drum ..... I . \/ .. ----. / N'• ...../ .7 , \ ��)(,� --- /�..r.� .e'er ' r - \ /_.__._,,,- --,../ : ,„ s / \ / - - ,: \,. --- __---,=;0„. . , i,, .".. N \ ., --, ."Nt l i I . 'lc N/ / -- • %. //,2V /\<N/ _ , N77 r \ / \\ ,./ \YYV/r \ /� N 2918 00, N. \\. \ \ / //4, /l ,\ ;/ N '• 28 00. r! / \ 64 5.00 \ / ;47605.0 \ \ / % � / \ • N '•12818 00, / \ / \ / \ '\ r \ /` \\� // N • 2768.00, 47 .00 N. OTES -1/ \ / N 2718 00, � 847505.00 \ . ALL CROSS S .0 ON _ LNG DOWNSTREAM. 8400 \ ♦ /// C �< / N. A , / N / Ppa UfIR�,b Mkvfly.Llnw 1Mw n/w �bfA 1 Al, �°�°� °� �O H0,405 SW 118TH COURT .eeew�1.*a ae w.by�o Hn.ant., �, 118TH COURT EROSION CONTROL IM t ,..rn.r b IM t1ga.misty MotlllooNm f,jl tr � ,� � oaECaN i E N T R A N C O .Ij`-11I CROSS SECTION LAYOUT CALL BEFORE YOU OIC s� 2, 1-800-332-2344 "40L ekta'1' CITY of TIGARD ENGINEERING DEPARTMENT NO. 00-05 DWG NAME: SHEET OREGON WM al wu l.4 I� 1 °=° L2 4 IMO • C smckm c.STREAM 2 280.00 75.00 -- ......_ • 7...." -- : 270.00 sEEINSTALL DETAVilasHTAEETTEDDGEI OSRID 275.00 7 -._ --..... ••••... 1 .7 CO/R UFT ...., 7 265.00. . . . re 270.00 SEE'DETAIL SHEET DI .....- "...... .7 ---- "....... I ..../ 260.00 ...------ ---- ---- 265.00 N. ....--•••••••" - - - -- ,...,„ -..-- -•"'-' __ ___. .-.- ......'. ......... 260.00 - _...... -..- 255.00. LL '•:.4..me•4.0.07,. INSTA RIPRAP TOE "...- _ SHEET SHEET DI S AMOCO GRAVEL 250.00.SEE DETAIL . lill• . 255.00 SEEIREDETIL AREAETD 1 0.00 40.00 80.00 120.00 0.00 40.00 80.00 120.00 SECTION A-A SECTION D-D c.STREAM c STREAM 2 282.00 279.00 • 277.00 ......._ 274.00--_ INSTALL VEGETATED GEOG y--RID ....-- 7 SEE OCTAL SHEET DI 7 ---- ••"' 269.00 272.00 .../.....- V N ....-. 26400 COIR U 7 ••••■. ." 267.00 FT .... ...e.. ' l•''''' . ' 'SEE DETAIL SHEET DI .••••• ....... ..../ - , .. . v.' s'... .../ . . -7 262_00 259.00 ......... "....... '-....... ...• '°"7- 257.00 •,.s... / 254.00 . • • INSTALL RIPRAP ME. .1 STREAMBED GRAVEL • • 252.00 . SEE DETAIL SHEET Dl- • 249.00 SEE DETAIL SHEET DI 0.00 40.00 110.00 120.00 0.00 40.00 80.00 120.00 SECTION B-B SECTION E-E • c. c STREAM STREAM 2 ' 281.00 76.00 • . . • NSTALL VEGETATED GEOGRID . . -- --". 276.00 :. 271.00 .......... SEE-DETAIL SHEET-01 : 7" ....- \..., . 7 271.00 266.00 \.. • 7 L-- -V.. 7 ....., • . 7 ...... 6.z . ...., 261.00 I • 7 266.00 ••••■ 7 • •••••• %.4. ...., 44 -• • . 7 261.00 ......./ ....... .. ,256.00 • -__ _..___ .1...-• A..... ..._ ---..••••••••• ...- ........-- . ".....t j............ • .44,1;:::■ -•■... 256.00 ... .....-- 1. 251.00 . -=UMW-OMNI. • INSTALL RIPRAP TOE • : . SEE DETNL SHEET 01 • SEE DETAIL SHEET DI . • • • 246.00 251.00 0.00 40.00 80.00 120.00 0.00 40.00 80.00 120.00 SECTION C-C SECTION F-F NOTES: Mi■ 1. ALL CROSS SECTIONS LOOKING DOWNSTREAM (NW). re r o Kr Azugnort Orr=,cmfinac.nyot:,.to fala.nolo.odo.p.:Vg ,AINt 16.405. A SW 118TH COURT b7 OAR 932-001-0010 through OAR 95.2-001-0:bnob may °OWN coploo of M.nioo by ceding Um contr. 118TH COURT EROSION CONTROL tti:,..(zrzi:4.4,77,7 far the Orogen LRIPNy Nothication 11'' ENTRANCO •L.1,611 iii, OREGON * IGO CROSS SECTION PROFILES CALL BEFORE YOU DIG 11"..... 4' 'rl. 3 ..- t'-'3 or•oo.c 'co coo 1-800-332-2344 *Ark BOO. CITY OF TIGARD ENGINEERING DEPARTMENT FILE NO. 00-05 DWG NAME: SHEET e ..7 OREGON Imoo•••NAL OM sowsk MIMI waan km. 1 IA111 IM-77.7 P1 5 ■ • I STREAM 274.00 i.STREAM • 272.00 269.00.-....„. • i --- -........ . . . -- ....., . . . -.....„, ••••••• .../ • • 267.00 'Ns . - •,.., : ./.. 264.00 -..... .....„ PROVIDE otmen•SECTION ..." .....,,, 0012 UFT ....... ".....SEE DETAL SHEET .../ ..,WADE 9"DEEP•ODDER UNE I SEE DETAIL giEET DI PROVIDE CHANNEL SECTION ..•••••• 262.00 4".. 259.00 •••..... .....e..""""...... ..,••••• ....-. 4'. 5 V0E"r.DEEP-0 MITER Lif, ,... ___ ....- _.-- . "..... ----- -...,, -- . 257.00 ....„. .........s•-••• 254.00 ......,... •...... ...---""" _ ......-- -""" • 252.00 249.00 • . INSTALL RIPRAP TOE)41 , ----..... SEE.DETAIL SHEET DI 247.00 f'.......""--1/4.....Lnu.MATERIAL 244.00 SEE DETAIL SHEET DI "..1)""\\_FILL MATERIAL 24Z 00 • 239.00 I SEE DETAIL SHEET DI • . 0.00 40.00 80.00 120.00 0.00 40.00 80.00 120.00 SECTION G-G SECTION J-J • c_STREAM 275.00 INSTALL VEGETATED GEOGRID i.STREAM 270.00.. SEE.DETAIL SHEET•01 270.00 ...• ......._ .••••••• -- ....... -•••••.. ----... ..•••° -...„, 265.00 •••.... ./.. c 265.00 ...... ...... ... PROVIDE CHANNEL SECTION •••••••• -...S. ........., 5.WOE 9"DEEP •CENTER /*/ •-....„, SEE DETAIL SHEET DI 260.00 .. ' ' ••-. UNE . 260.00 -....... I COIR UFT .••••"‘ ......, •••...,„ PROVIDE CHANNEL SECTION 255.00 SK ../ D 5' S'DEEP 0 CENTER UNE ....... 1 :.1.-. SEE.DETAIL IT J/ 255.00 .....,„ YAM •••"" •A ........... . ...." •••••,. ,, TI,1,.. • ' -•-•....... 250.00 N '''Z., "..1.0-. 250.00 \ ••••,,, ....-- ..-- ..- -- INSTALL RIPRAP TOE SEE DETAIL SHEET ......... -...... 245.00 ■_ 245.00 .... '.."C......'****,..„JILL I 1.....) \`‘_FILL.MATERIAL . MATERIAL • 240.00 • I SEE DETAIL SHEET DI 240.00 • SEE DETAIL SHEET DI • 0.00 40.00 80.00 120.00 0.00 40.00 moo 120.00 SECTION H-H SECTION K-K c.STREAM i STREAM 274.00 273.00 268.00 1 .. 269.00,...... \ ■ . ...... . •-••• ." -- -••••••• • \ 264.00 -.....„ PROVIDE CHANNEL_SECTION .•••••• 263.00 -4..... `....... 5 'ADE r DEEP 0 CENTER LINE 0/ ........, ••••,,,. / -......, CPR LIFT I 259.00 N.. ...r 258.00 --•-• ---- SEE•DETAIL941:61,01 • "-- • N.„. ........ / TOME CHANNEL SECTION: ..," • COR UFT / . •••••-.. 5 ME 9 DEEP•CENTER.LINE • 254.00 • '........ SEE DETAIL SHEET Dl ...•-•" 253.00 . ••••,, `•..... ./". ........ .......... ......„, •••.., • -."43••,.. ..••••" ........, ...•••••••• ---- --......•-•••• 249.00 248.00 • •'otz'::i7'.. . •••••••J ...•••■•••""".......• • INSTALL RIPRAP TOE . SEE DETAIL SHEET DI 243GO 244.00 . --\--Ns11LL.: MATERIAL 1 MATERIAL • SEE OETAL SHEET 01 239.00 ■ SEE DETAIL SHEET DI • 238.00 , 0.00 40.00 80.00 120.00 0.00 40.00 80.00 120.00 SECTION I-I SECTION L-L NOTES: i■M 1. AU_CROSS SECTIONS LOOKING DOWNSTREAM (NW. '0. 5• 0 W 0.17ENTWIt 0Wipw Ww_ colmo se be Mae Wow 00005.0 by ON A SW 118TH COURT roAROM=n1/100,17i,,=.00bear,==t set WM 16,405 °Mak copies et the rube by mete the Pewter. Per the Own LtIllty Alsetbeetlen 118TH COURT EROSION CONTROL ,...,r.svar pli41 CALL BEFORE YOU DC * OREGON 4;1_ 4GO ENTRANCO .44=1' 41 CROSS SECTION PROFILES 1-800-332-2344 -tt le 4rIL af. are OF' 11OARD ENGINEERING DEPARTMENT FLE NO. 00-OS DM NAME: SHEET "INCII,- OREGON UM is hal hAh P2 6 r ` * r NOSE OF UFT GEOTEXT1LE GEOGRIDS FILLED -' - ---- © © ©11 WITH COMPACTED TOPSOIL NAG SC 150 BN 111; �I .a =�� - ``f ROCK TOE " �Yr�r� STAKE COIR 18• UVE CUTTING _____-- -- -_ -_- ✓.J II ORDINARY HIGH WATER ' ON CENTER IN TRENCH 1 BRUSH LAYER 2 TENSAR BX 1200 3 --1 MillIV O ® ` �11 _ �. v 24' MIN. 14f��� II DEAD STOUT STAKE 1 \ -.so*. •••�,> ' 1ASS 350 RIPRAP ^. 24 TYPI '��SI► - . 3 �- I ''y/•�,*' . G•EOTExnLE ® ® © v� I! .. .......... '—� 12• STREAMBED GRAVEL ��� � OR COIR UFT RIPRAP ROCK TOE mitt -1.1, ,;.•'w.^a¢.e,.:_ Nis 4 °t;,'.t }'• 6 FILTER BLANKET EARTH ANOTOR _ O © - •:-�,^:..µ-i KEY ONE FULL ROCX DEPTH MN 20 0 ROCK)INTO BN& �� IN NOTES TYPICAL VEGETATED GEOGRIQ D "<\ AND NAME T OAF RoOc • NTS UPSTREAM SIDE H2 PLUNGE P00. O © O A� T. LAYER BENEATH WILLOWS EATTH CCOR CUTTING BRUSH • GRAVEL STREAKED AVEL 12' LIFT OF STAKE LOOSE END OF / 0 '4 2.PLACE in CONTAINER RED-OSIER O SOIL MAX COIR IN ANCHOR TRENCH HI d `i .�. HI y DOGWOOD THROUGH CONt IN ROW UVE CUTTING AT BACK OF BACKFILL t: `�:•-! 1�`17J1 O BEHIND NOSE OF UFT. l C« 1 TRENCH INTH TOPSON R x� =N.:•! -� C O 3.PLACE BLACK c0TTONW(K70 POLES ` FABRIC PLANTING AREA. TYPE A. ��- © SIX FEET ON CENTER IN A ROW. THREE© NAT - TL OR - :lop. .. CLASS 350 RIPRAP AROUND• FEET BEHIND DOGWOODS 'AP ROCK TOE "16.:-.-.f f 1, 1 0� PLUNGE POOL . 12' STREAMBED GRA a , I -n=ice:-ii-Ti"- S.. •'• © 4.FILL THE REST Cr THE PLANTING AREA W •'{ - \I�i_nn-„ H2•WITH A BALANCED MIX OF PACIFIC FALLOW AND 1..c lin=u- AND SITKA WILLOW UVE CUTTINGS WILLOWS - . !. +_ /6 RO3AR OMEN SHALL BE PLACE SUCH THAT THE AVERAGE 4 !4 y y y IF MN BELOW SMEARED 4'MN 6'MN PLANT SPACING IS THREE FEET ON CENTER y J war wi r•: ,' �` THICK BLANKET WI 24'FROM ENDS MO FOR THE ENTIRE PLANTING AREA I4 ,X.6:4:.:.:6:4:i:...f..- E MAX SPACING TYP .7:,,,..c.......' 3 ARMOR BANK UP AND TYPICAL PLANTED COIR LIFT - PLAN 5.HYDROSEED ENTIRE PLANTING AREA WITH i'1a,N oolll SMEAR NOR NTS EROSION CONTROL SEED MIX -- TYPICAL PLANTED CqR LIFT - SECTION LOG WEIR W/UGHT LOOSE RIP-RAP NON WOVEN NTS INNER COIR FABRIC CLASS 350 WRAP SEE NOTE 4 NOTES: 1. CONSTRUCTION GEOTECTILE FOR SOIL 9 TYP. STABILIZATION ATTACHED TO LOGS Ro 16'OWL LOG AND EXTEND TO BANKS. l 1 GS r IT�I��' PO0. 1 IHOO TW.) 2. WRAP MATTING AROUND 2'X4' W000 :_i:r:r:i:i.1 oD FOUR TIMES ALONG THE ENTRE LOG .n ••.!•••. LENGTH TO SEAL GAP. ATTACH WITH TA_INS ///// //%//.� NAILS AT 12. CENTER. 5'ION SLOPE FLATTER THAN 21E1V SELECT LOGS AHD/OR TRIM IRREGULARITIES TO MINIMIZE SPACING LOG SEE 1101E 1 12'DI LOG 18'1110(POOL ROOK LAYER BETWEEN LOGS. �y 254.00 PR(7POSED STREAMBED CENTERLINE SEE NOTE 2 EMBED 16 REBAR 4• ..._±�._.____. 6'MN.1170 NAME SOIL PLACE MN. 24• DIAMETER ROCKS UPSTREAM I LOG WEIR 2 - . AND DOWNSTREAM OF LOG WEIR AND ALONG 2S6 _ - � .....� THE HEIR LENGTH. CHINK VOIDS WITH _~� ELEV. 251.76 SECTION H1 - Hl SMALL ROCKS. I /r OPE / STA. 1+52 LOG WEIR 3 NO SOS : ELEV. 250.10 L00 WEIR 4 1 \ STA_ 1+85 x►p _ -L____._ _ ELEV. 248.48 ��/� - _ \ • -.. STA. 2+17 rLOC WENt 5 BACIOIGI MTH �V' • / ELEV. 246.87 LOG WEIR 6 STREAM(RAVEL CLASS 700 WRAP \/�`� • \ p STA. 1+28 i V 4 UPPER 1..1.V...",/,,��/ LOG Q' ST .2+7922® 18' AYETFR� .s S W NN BALK r 24S - _. .....__-- 1 ~� _ F\ p TOPS F BAOO LL NAME• •i 1 -OaS1NC STREAMBED CEN1F%MIE — �� — ir..`�fi.�„ . • i (X111S1R1IC11C41 __-- IEO1ExT1F FOR I g MN I 240 .._..__ _._.__...___ -_. _ _ - SOL STABUZATION L611Ot LOG 18 REBAR EMBEDDED 6' MIN 12.DIAMETER INTO NATIVE SOIL MIN 24' FROM EARTH ANCHOR • ENDS AND 6' MAX SPACING. BEND TOP 3' INTO LOX:FLUSH 235 PARALLEL To GRAN SECTION H2 - H2 I I I 0+00 1+00 2+00 3+00 NO SCALE STREAM CENTERLINE PROFILE SCALE: HORIZONTAL- 1'■20' NOTE: TYPICAL DROP FOR THE LOG WEIR IS 12' VERTICAL 1•■5' . 1 PR °°° "' "�- ei' 0I" A SW 118TH COURT ti OAR 952-001-0010 threw.OAR AS1-007-00.0 You.net 16.40 *teak espy of N.rules by adip the teneer • r(f for 118TH COURT EROSION CONTROL e.i 6593 rear .1,(L"-I1, DETAILS SHEET CALL BEFORE You ac 6xTECDN ? ■ N T R A N C O &1101••, 1-800-332-2344 ,A, 31, 'G .. •1......o.o. _ 4nt or cITY OF TIGARD ENGINEERING DEPARTMENT FRS NO. 00-05 DWG NAME: SHEET OREGON OM 14 I swa 17 RlJ9