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MMD2017-00036 MMD2O17 - 00036 INTERSTATE ROOFING NOTICE OF TYPE I DECISION 1r11 MINOR MODIFICATION MMD2017-00036 r INTERSTATE ROOFING T I CARD 120 DAYS =January 12, 2018 SECTION I. APPLICATION SUMMARY FILE NAME: Interstate Roofing CASE NO.: Minor Modification (MMD) MMD2017-00036 PROPOSAL: The applicant proposes a minor modification to an approved plan (Case No. SDR2016-00003). In July 2017,Tigard City Council approved the subject site for a 2,502-square-foot right-of-way vacation (Resolution No. 17-36). Accordingly, the applicant proposes to modify the layout of the on-site parking lot,accessways,and on-site landscaping based on this approved vacation. APPLICANT: Mudroom,LLC Attn: Shelley Metzler 15065 SW 74th Avenue Portland,OR 97224 OWNER: Same as applicant LOCATION: 15065 SW 74th Avenue WCTM 2S112AC,Tax Lot 1700 and WCTM 2S112DB,Tax Lot 500 ZONING DESIGNATION: I-P: Industrial Park District. The I-P zoning district provides appropriate locations for combining light manufacturing, office and small-scale commercial uses, e.g., restaurants, personal services and fitness centers, in a campus-like setting. Only those light industrial uses with no off-site impacts, e.g., noise, glare, odor, vibration, are permitted in the I-P zone. In addition to mandatory site development review, design and development standards in the I-P zone have been adopted to insure that developments will be well-integrated, attractively landscaped,and pedestrian-friendly. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360, 18.530,and 18.765. SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request, subject to a condition of approval. The findings and conclusions on which the decision is based are noted in Section IV. MMD2017-00036 Interstate Roofing 1 CONDITION OF APPROVAL THE FOLLOWING CONDITION SHALL BE SATISFIED PRIOR TO COMMENCING ANY ON-SITE IMPROVEMENTS INCLUDING GRADING,EXCAVATION,AND/OR FILL ACTIVITIES: The applicant shall prepare a cover letter and submit it, along with any supporting documents and/or plans that address the following requirements to DEVELOPMENT ENGINEERING, ATTN: KHOI LE (503)718-2440 or khoi(atigard-or.gov. The cover letter shall clearly identify where in the submittal the required information is found: 1. Prior to site work, the applicant shall provide revised stormwater calculations for additional impervious area. SECTION III. BACKGROUND INFORMATION Site Information: The project is located on the west side of SW 74th Avenue, north of SW Durham Road, and south of SW Bonita Road. The 158,577-square-foot site is made up of two (2) tax lots: WCTM 2S112AC, Tax Lot 1700 and WCTM 2S112DB, Tax Lot 500. In August 2016, the City of Tigard Planning Division approved the subject site for a new 17,000-square-foot industrial building (Case No. SDR2016-00003). In July 2017, Tigard City Council approved Tax Lot 1700 for a 2,502-square-foot right-of-way vacation (Resolution No. 17-36). Accordingly, the applicant proposes to modify the layout of the on-site parking lot, accessways, and on-site landscaping based on this approved vacation. No changes to the approved building footprint are proposed. The site is partially located in the Clean Water Services Vegetated Corridor and FEMA 100-Year Floodplain;however, the proposed scope of work is located outside these Sensitive Lands.The site is located in the Industrial Park(I-P) zoning district. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS 18.360 Site Development Review: 18.360.060 Minor Modification(s) to Approved Plans or Existing Development C. Approval criteria.A minor modification shall be approved, approved with conditions or denied following the director's review based on the finding that: 1. The proposed development is in compliance with all applicable requirements of this title;and The applicant is proposing a minor modification to an approved Site Development Review (Case No. SDR2016-00003) at 15065 SW 74th Avenue. The requirements of this Tide that apply specifically to this proposal are addressed individually below. 18.530 Industrial Zoning Districts: 18.530.040 Development Standards A. Compliance required.All development must comply with: 1. All of the applicable development standards contained in the underlying zoning district, except where the applicant has obtained variances or adjustments in accordance with Chapters 18.370. 2. All other applicable standards and requirements contained in this title. B. Development standards.Development standards in industrial zoning districts are contained in Table 18.530.2. MMD2017-00036 Interstate Roofing 2 The applicant is proposing a minor modification to an approved Site Development Review (Case No. SDR2016-00003) at 15065 SW 74th Avenue. In July 2017, Tigard City Council approved a right-of-way vacation (Resolution No. 17-36) on Tax Lot 1700. The vacation resulted in an increase of buildable area on the lot of approximately 2,502-square-feet.Accordingly,the applicant proposes to modify the layout of the on-site parking lot, accessways, and on-site landscaping based on this approved street vacation. Staff reviewed the applicant's narrative and submitted site plan to confirm the modification meets all applicable development standards for the I-P zone, as outlined in TDC Table 18.530.2. In particular, the applicant's proposal will result in an overall decrease to on-site landscaping, but will continue to exceed the minimum landscape requirement of 25%,with 47% provided.These standards are met. 18.745 Landscaping and Screening 18.745.050 Buffering and Screening E. Screening: special provisions 1. Screening and landscaping of parking and loading areas: a. Screening of parking and loading areas is required. In no cases shall nonconforming screening of parking and loading areas (i.e., nonconforming situation) be permitted to become any less conforming. Nonconforming screening of parking and loading areas shall be brought into conformance with the provisions of this chapter as part of the approval process for conditional use (Type III), downtown design review (Type II and III), planned development (Type III), and site development review (Type II) permits only. The specifications for this screening are as follows: i. Landscaped parking areas shall include special design features which effectively screen the parking lot areas from view. These design features may include the use of landscaped berms, decorative walls and raised planters; ii. Landscape planters may be used to define or screen the appearance of off-street parking areas from the public right-of-way; iii. Materials to be installed should achieve a balance between low lying and vertical shrubbery and trees; iv. All parking areas, including parking spaces and aisles, shall be required to achieve at least 30% tree canopy cover at maturity directly above the parking area in accordance with the parking lot tree canopy standards in the Urban Forestry Manual. The applicant's submitted landscaping plans show special design features (such as landscaped berms and street trees) along SW 74th Avenue that will effectively screen the parking lot areas from view. Additionally, the plans illustrate that the materials to be installed will achieve a balance between low lying and vertical shrubbery and trees. Furthermore, staff reviewed the applicant's materials to confirm the proposed tree canopy cover at maturity for all parking areas exceeds 30%, with 34.55% provided. These standards are met. 18.765 Off-Street Parking and Loading Requirements: 18.765.040 General Design Standards N. Space and aisle dimensions. (Figure 18.765.1) 1. Except as modified for angled parking in Figures 18.765.1 and 18.765.2, the minimum dimensions for parking spaces are: a. 8.5' x 18.5' for a standard space; b. 7.5' x 16.5' for a compact space; and c. As required by applicable State of Oregon and federal standards for designated disabled person parking spaces; MMD2017-00036 Interstate Roofing 3 d. The width of each parking space includes a stripe which separates each space. 2. Aisles accommodating two direction traffic, or allowing access from both ends, shall be 24 feet in width; 3. Minimum standards for a standard parking stall's length and width, aisle width, and maneuvering space shall be determined as noted in Figure 18.765.2. In July 2017, Tigard City Council approved a 15-foot-wide right-of-way vacation (Resolution No. 17-36) at the subject site. Accordingly, the applicant proposes to modify the on-site parking lot that was originally approved under Case No. SDR2016-00003, based on this approved vacation. Specifically, the applicant proposes to widen the parking aisle from 24 feet to 39 feet in the northern portion of the parking lot, and from 36 feet to 41 feet in the southern portion of the parking lot. This modification will continue to exceed the minimum standard for parking aisle width, as outlined in TDC 18.765.040.N. Additionally, staff reviewed the applicant's submitted site plan to confirm the proposed parking spaces meet the minimum dimensions outlined above.These standards are met. 18.765.070 Minimum and Maximum Off-Street Parking Requirements H. Specific requirements. See Table 18.765.2. Although the applicant is proposing a modification to the on-site parking lot, the total number of off- street parking spaces will remain unchanged. Additionally, the applicant is not proposing to modify the footprint of the 17,000-square-foot industrial building that was approved under Case No. SDR2016- 00003; therefore, there will be no change to the minimum off-street parking requirement for this project. The original development was approved with 27 parking spaces, and staff reviewed the applicant's modified site plan to confirm that 27 parking spaces will be provided. This standard is met. (TDC 18.360.060.0 continued) 2. The modification is not a major modification. Staff finds that the changes listed in TDC 18.360.050.B.1-11 are either satisfied or do not apply.Therefore, the proposed development is not a major modification.This criterion is met. CONCLUSION: The proposal is a minor modification to an approved plan, and is in compliance with the applicable requirements of this Title. SECTION V. OTHER STAFF COMMENTS The City of Tigard Engineering Division reviewed the applicant's proposal, and requested the applicant provide revised stormwater calculations for the additional impervious area created by the right-of-way vacation. This has also been included as a condition of approval, in Section II of this administrative decision. SECTION VI. PROCEDURE AND APPEAL INFORMATION Notice: Notice was posted at City Hall and mailed to: X The applicant and owners X Affected government agencies MMD2017-00036 Interstate Roofing 4 Final Decision: A Minor Modification is a Type I procedure. As such, the Director's decision is final on the date it is mailed or otherwise provided to the applicant,whichever occurs first. The Director's decision may not be appealed locally and is the final decision of the City. THIS DECISION IS FINAL ON SEPTEMBER 21, 2017 AND BECOMES EFFECTIVE ON SEPTEMBER 22, 2017 Questions: If you have any questions,please contact Lina Smith at (503) 718-2438 or LinaCSgtigard-or.gov. 110110,- --,L . 2. f September 21,2017 APPROVED BY: Lina Smith Assistant Planner MMD2017-00036 Interstate Roofing 5 REQUEST FOR COMMENTS IN II TIGARD REQUEST FOR COMMENTS DATE: September 11, 2017 TO: Khoi Le, Principal Engineer FROM: City of Tigard Planning Division STAFF CONTACT: Lina Smith,Assistant Planner Phone: (503) 718-2438 Fax: (503) 718-2748 Email: LinaCS@tigard-or.gov MMD2017-00036 - INTERSTATE ROOFING - REQUEST: The applicant proposes a Minor Modification to an approved Site Development Review (SDR2016-00003) for a new 17,000-square-foot industrial building. In July 2017, Tigard City Council approved the subject site for a 2,502- square-foot right-of-way vacation (Resolution No. 17-36). Accordingly, the applicant proposes to modify the layout of the on-site parking lot, accessways, and on-site landscaping based on this approved vacation. LOCATION: 15065 SW 74th Avenue; WCTM 2S112AC, Tax Lot 1700 and WCTM 2S112DB, Tax-L'ot 500. ZONE: I-P: Industrial Park District. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360, 18.530, 18.705, 18.745, 18.765, 18.795,and 18.810. Attached are the Applicant's Materials for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: SEPTEMBER 19, 2017. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date,please phone the staff contact noted above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard,Tigard, OR 97223. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter or email. Written comments provided below: 6 WED( MC /4€ I.- • so/v /left./ Ut-Arr- S HA L & OUIE fleu/ 5E17 S Ca __ • ofDIT/OAJA //1P fU/O (13 fN6/NPL414/lj CJOfyiOiJ 54A-t: A s iier -Kim) 9- 14- 1 g Name&Number of Person Commenting: APPLICANT MATERIALS RECEIVED City of TigardNI AUG 31 2017 „ COMMUNITY DEVELOPMENT DEPARTMENT w ::.. Minor Modification Type I A ' hNG PROPOSAL SUMMARY (Brief description) REQUIRED SUBMITTAL Modification will revise interior parking lot layout to adjust and align ELEMENTS with the vacation of 15 feet of 74th Ave. at the frontage to current ® Cuner's Signature/Written building and site development. The parking will shift to account for Authorization the increased onsite area allowing for better alignment of parking and ® Title Transfer Instrument or Deed future development of the northern parcel on the site ® Site Plan(2 large plans drawn to scale and one reduced to 8.5"x11'/2") Property address/location(s): 15065 SW 74th Ave. ® Applicant's Statement/Narrative (2 copies)Address criteria in: Portland, OR 97224 TDC 18.360.050.8.1 I I Tax map and tax lot #(s): 2S 1W 12AC 01700 and ® Filing Fee 2S 1W 12DB 00500 Site size: Approx. 159,400 SF (3.66 acres) FOR STAFF USE ONLY Applicant`: Mudroom LLC - Shelley Metzler, Managing Member Case No.: /1M261— Clft� Address: 15065 SW 74th Ave. Portland, OR 97224 Related Case No.(s): / C /—02:e.73 City/state: Zip: Phone: 503-684-5611 Email: smetzler@interstateroofing.com Application Fee: ir a/ Application accepted: By: 1... , Date:Date: 0/3//ll n— PROPERTY OWNER/DEED HOLDERS) ® Same as Applicant Name: Application determined complete: Address: By: ice.S Date: 941-71//' �' City/state: Zip: I:\CURPLN\Masters\Land Use Applications Rev.11/24/2014 Contact name: Phone number: •When the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner.The owner(s)must sign this application in the space provided on the back of this form or submit a written authorization with this application. APPLICANT'S STATEMENT The applicant's statement must include a summary of the proposed changes. Criteria in either I'-.;(,1?1 Fo L U or 18,3300.020(B ? must be addressed with a detailed response to each criterion. Failure to provide the information needed to process the application would be reason to consider an application incomplete and delay review of the proposal. In addition,the Director must find that the proposed change is in compliance with all applicable requirements of Title 18 of the Tigard Development Code.To complete this review,the Applicant's proposal must include a discussion indicating how the site expansion/change will continue to comply with the maximum setback,building height,parking,and landscaping standards. Other requirements of this tide such as clear vision, solid waste storage,non-conforming situations, signs,and tree removal may also be applicable depending on the type and location of the proposed modifications. City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 1 of 2 APPLICANTS To consider an application complete,you will need to submit ALL of the REQUIRED SUBMITTALELEMENTS as described on the front of this application in the"Required Submittal Elements"box. 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 required. SVIrne UCAA tikttlle)( 8/' ' j I 1 Applicant ature Print name Date tr)el ttM kti-2-ter Owner's re Print name Date Owner's signature Print name Date ADDITIONAL OWNER/DEED HOLDER INFORMATION Name: Name: Address: Address: City/state: Zip: City/state: Zip: Signature: Signature: MINOR MODIFICATION APPLICATION City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 2 of 2 �• • was ' on County,Oregon 2010-013205 • _�Qa�ld 0217002:47:05PM 3 D-M Cnt=1 StnY8 C MC1(INNEY ` ° S45.00 55.00 511.00 515.00•Total=S78.00 11 ill till !NI 11 III III 1 ? RECORDATION REQUESTED BY: 01455 66201000132050090092 Pacific Continental Bank I,Richard Hobernlcht,Director or Assessment and 4 . Oregon Loan Operations Taxation and Ex• 111clo County Clerk for Washington ,)',1::~. County,Oregon,do hereby certify that the within PO Box 10727 -r` ' instrument of writing was received and recorded In the +; ��; Eugene,OR 97440 book of records of said couel - 1 i • t Richard iiobernicht,Director of Assessment and 44r191 O WHEN RECORDED MAIL TO: Taxation,Ex.Olrclo County Cierk Pacific Continental Bank r_ Oregon Loan Operations Q PO Box 10727 Eugene,OR 97440 SEND TAX NOTICES TO: 4-0 Interstate Development,LL,C, • 15055 SW 74th Avenue �C Portland,OR 97224 5P ,9E ABOVE THIS UNE 19 FOR RECORDER'S USE ONLY C " G N z LINE OF CREDIT INSTRUMENT LINE OF CREDIT DEED OF TRUST. (A) This Deed of Trust is a LINE OF CREDIT INSTRUMENT. (B) The maximum principal amount to be advanced pursuant to the Note is 3625,000,00. (C) The term of the Note commences on the date of this Deed of Trust and ends on March 1. 2020. THIS DEED OF TRUST Is dated February 17, 2010, among Interstate Development, L.L.C., an Oregon limited c.k) liability company, whose address is 15065 SW 74th Avenue, Portland, OR 97224-7906 ("Grantor"); Pacific Continental Bank, whose address is Oregon Loan Operations, PO Box 10727, Eugene, OR 97440 (referred to below sometimes as "Lender" and sometimes as "Beneficiary"); and Brad L.Williams, an Oregon Attorney,whose address is cdo UPF,910 West Boone Ave,Spokane,WA 99201 (referred to below as"Trustee"). Conveyance and Grant. For valuable consideration,represented In the Note dated February 17,2010,in the original principal amount of $525,000.00,from Grantor to Lender,Grantor conveys to Trustee for the benefit of Lender u Beneficiary all of Grantor's right,title.and interest in and to the following described real property,together with alt existing or subsequently erected or affixed buildings,improvements, ('\ % and fixtures;all easements,rights of way,and appurtenances;at water,water rights and cinch rights(Including stock in utilities with ditch or irrigation rights);and ell other rights royalties,aril profits relatingto the real property,Including without limitation all minerals,oil,gas, geothermal and similar matters,(the"Real Property")located in Washington County,State of Oregon: Parcel 1:. . . .. . _. ._. . ..._.. .. .. . ..... Lot 15, FANNO CREEK ACRE TRACTS,in the City of Tigard,Washington County,Oregon aParcel 11: Lot 16, FANNO CREEK ACRE TRACTS, in the City of Tigard,Washington County,Oregon EXCEPTING that portion conveyed to Washington County in Deed recorded September 18, 1973, in Book 945, Page 361. The Real Property or Its address is commonly known as 15065 SW 74th Avenue,Portland,OR 97224-7906. The l Real Property tax Identification number is R513509& R511155, Cross-Collaterallzadon. In addition to the Note,this Deed of Trust secures at obligations,debts and liabilities,plus interest thereon, of Grantor to Lender,or any one or more of them,as well as al claims by Lender against Grantor or any one or more of them,whether now existing or hereafter arising,whether related or unrelated to the purpose of the Note,whether voluntary or otherwise,whether due or not due, direct or Indirect, determined or undetermined, absolute or contingent, liquidated or uniiquldated, whether Grantor may be liable individually or Jointly with others,whether obligated as guarantor,surety,eccommodielon party or otherwise,and whether recovery upon such amounts may be or hereafter may become barred by any statute of tirnitations,and whether the obligation to repay such amounts may be or hereafter may become otherwise unenforceable, Future Advances. in addition to the Note,this Deed of Trust secures all future advances made by Lender to Grantor whether or not the advances are made pursuant to a commitment Specifically,without liimiitation,thle Deed of Trust secures, In addition to the amounts specified In the Note,ail future amounts Lender in its discretion may loan to Grantor,together with all interest thereon. Grantor presently assigns to Lender(also known as Beneficiary in this Deed of Trust)all of Grantor's right,title,and interest In and to all present and future leases of the Property end all Rants from the Property. In addition, Grantor grants to Lender a Uniform Commercial Code security interest in the Personal Property and Rents. THIS DEED OP TRUST,INCLUDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE RENTS AND PERSONAL PROPERTY, IS GIVEN TO SECURE (1) PAYMENT OF THE INDEBTEDNESS AND (2) PERFORMANCE OF ANY AND ALL OBUGATIONS UNDER THE NOTE, THE RELATED DOCUMENTS,AND THIS DEED OF TRUST. THIS DEED OF TRUST IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS: Payment and Performance. Except as otherwise provided In this ted of Trust,Grantor shall pay to Lender all amounts secured by this Deed of Trust as they become due,and shall strictly and in a timely manner perform all of Grantor's obligations under the Note,this Deed i I • ' • • 111 • DEED OF TRUST Loan No: 19066 (Continued) Page 2 of Trust,and the Related Documents. Possession and Maintenance of the Property. Grantor agrees that Grantors possession and use of the Property shall be governed by the following provisions: Possession and Use. Until the occurrence of an Event of Default,Grantor may (a) remain In possession and control of the Property, (b) use,operate or manage the Property;and (c) collect the Rents from the Property. The following provisions relate to the use of the Property or to other limitations on the Property. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.300, 195.301 AND 195,305 TO 195.336 AND SECTIONS 5 TO 11,CHAPTER 424,OREGON LAWS 2007.THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TiTLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY THAT THE UNIT OF LAND BEING TRANSFERRED IS A LAWFULLY ESTABLISHED LOT OR PARCEL,AS DEFINED IN ORS 92.010 OR 215.010,TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, TO DETERMINE ANY LIMITS ON LAWSUiTS.AGAINST FARMING OR FOREST PRACTICES,AS DEFINED IN ORS 30,930, AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195.335 AND SECTIONS 6 TO 11,CHAPTER 424,OREGON LAWS 2007. Duty to Maintain. Grantor shall maintain the Property in tenantable eandttlon and promptly perform all repairs,replacements, and maintenance necessary to preserve its value. Compliance With Environmental Laws. Grantor represents and warrants to Lender that: (a) During the period of Grantor's ownershlp of the Property,there has been no use,generation,manufacture, storage,treatment,dispose', release or threatened release of any Hazardous Substance by any person on,under,about or from the Property; (b) Grantor has no knowledge of, or reason to believe that there has been, except as previously disclosed to and acknowledged by Lender In writing, (I) any breech or violation of any Environmental Laws, (Ii) any use, generation, manufacture, storage, treatment, disposal, release or threatened release of any Hazardous Substance on,under,about or from the Property by any prtor owners or occupants of the Property,or (ill) arty actual or threatened litigation or claims of any kind by any person relating to such matters;end (c) Except as previously disclosed to and acknowledged by Lender in writing, (I) neither Grantor nor any tenant,contractor,agent or other authorized user of the Property shell use,generate.manufacture,store,treat,dispose of or release any Hazardous Substance on,under,about or from the Property;and (11) any such activity shall be conducted in compliance with all amicable federal,state,and local laws, regulations and ordinances, Including without limitation all Environmental Laws. Grantor authorizes Lender and its agents to enter upon the Property to make such inspections and tests, at Grantor's expense. as Lender may deem appropriate to determine compliance or the Property with this section of the Deed of Trust. Any inspections or tests made by Lender'hail be for Lender's purposes only and shell riot be construed to create any responsibility or liability on the part of Lender to Grantor or to any other person. The representations and warranties contained herein are bused on Grantor's due diligence in investigating the Property for Hazardous Substances. Grantor hereby (a) releases and waives any future claims against Lender for indemnity or contribution in the avant Grantor becomes table for cleanup or other costs under any such laws;and (b) agrees to indemnify,defend.and hold harmless Lender against any and all claims,lessas, liabilities,darnsges,penalties,and expenses which Lender may directly or indirectly sustain or suffer resulting from a breach of this section of the Deed of Trust or as a consequence of any use,generation,manufacture,storage,disposal,release or threatened release occurring prior to Grantor's ownership or Interest In the Property,whether or not the same was or should have been known to Grantor. The provisions of this section of the Deed of Trust, including the obligation to indemnify and defend, shall survive the payment of the Indebtedness and the satisfaction-and reconveyance of the lien of this Deed of Trust end shall not be affected by Lender's acquisition of any Interest In the Property,whether by foreclosure or otherwise. Nuisance,Waste. Grantor shall not cause,conduct or permit any nuisance nor commit,permit,or suffer any stripping of or waste on r or to the Property or any portion of the Property. Without limiting the generality of the foregoing,Grantor will not remove,or grant to any other party the right to remove,any timber,minerals(including oil end gee),coal,clay,scoria,soli,gravel or rock products without Lender's prior written consent. Removal of improvements. Grantor shall not demolish or remove any Improvements from the Real Property without Lenders prior written consent. As a condition to the removal of any improvements,Lender may require Grantor to make arrangements satisfactory to Lender to replace such improvements with Improvements of at least equal value. Lender's Right to Enter. Lender and Lender's agents and representatives may enter upon the Real Property at all reasonable times to attend to Lender's Interests and to Inspect the Real Property for purposes of Grantor's compliance with the terms and conditions of this Deed of Trust. Compliance with Governmental Requirements. Grantor shall promptly comply with all laws, ordinances, and regulations, now or hereafter in effect, of all governmental authorities applicable to the use or occupancy of the Property,Including without limitation.the Americans With Disabilities Act. Grantor may contest in good faith any such law,ordinance,or regulation and withhold compliance during any proceeding,including appropriate appeals.so long as Grantor hos notified Lender In writing prior to doing so and so long as, In Landers sole opinion,Lenders interests In the Property are not Jeopardized. Lender may require Grantor to post adequate security or a surety bond,reasonably satisfactory to Lender,to protect Lender's Interest. Duty to Protect Grantor agrees neither to abandon or leave unattended the Property. Grantor shall do all other acts, In addition to those acts set forth above in thls section,which from the character and use of the Property are reasonably necessary to protect and preserve the Property. Due on Sale-Consent By Lender. Lender may,at Lenders option,declare immediately due and payable all sums secured by this Dead of Trust upon the sal■or transfer,without Lender's prior written consent,of all or any part of the Real Property,or any Interest in the Real Property. A'sale or transfer'means the conveyance of Real Property or any right,title or Interest in the Real Property;whether legal, benetidal or equitable;whether voluntary or involuntary;whether by outright sale,deed,installment sale contract,land contract,contract for deed, leasehold interest with a term greater than three(3)years, lease-option contract, or by sale,assignment,or transfer of any beneficial Interest In or to any lend trust holding title to the Real Property,or by any other method of conveyance of an Interest in the Real Property. If any Grantor Is a corporation,partnership or limited liability company,transfer also Includes any change in ownership of more than twenty-five percent(25%)of the voting stock,partnership interests or limited liability company interests,as the case may be,of such Grantor. However,this option shall not be exercised by Lender If such exercise is prohibited by federal law or by Oregon law. Taxes and Lkne, The following provisions relating to the taxes and liens on the Property are part of this Deed of Trust: DEED OF TRUST Loan No: 19066 (Continued) Page 3 • Payment. Grantor shall pay when due(and In all events prior to delinquency)aft taxes,special taxes,assessments,charges(including water and sewer),fines and impositions levied against or on account of the Property,and shall pay when due all claims for work done on or for services rendered or material furnished to the Property. Grantor shall maintain the Property free of all rens having priority over or equal to the interest of Lender under this Deed of Trust,except for the lien of taxes and assessments not due and except as otherwise provided in this Deed of Trust ' Right to Contest. Grantor may withhold payment of any tax.assessment. or claim in connection with a good faith dispute over the obligation to pay,so long as Lender's interest in the Property is not Jeopardized. If a lien arises or is lied as a result of nonpayment, Grantor shall within fifteen(15)days after the lien arises or.if a lien Is feed,within fifteen(15)days after Grantor has notice of the filing,secure the discharge of the Ilan,or if requested by Lender,deposit with Lender cash or a sufficient corporate surety bond or other security satisfactory to Lender In an amount sufficient to discharge the lien plus any costs and attorneys'fees,or other charges that could accrue as a result of a foreclosure or elate under the Tien. In any contest,Grantor shall defend itself and Lender and shall satisfy any adverse Judgment before enforcement against the Property. Grantor shell name Lender as an additional obligee under any surety bond furnished in the contest proceedings. Evidence of Payment. Grantor shall upon demand furnish to Lender satisfactory evidence of payment of the taxes or assessments and shall authorize the appropriate governmental official to deliver to Lender at any time a written statement of the taxes and assessments against the Property. Notice of Construction. Grantor shall notify Lender at least Mean (15) days before any work is commenced, any services are furnished,or any materials are supplied to the Property,If any mechanic's lien,materialmen'a lien,or other lien could be asserted on account of the work,services,or materials and the cost exceeds$10.000.00. Grantor will upon request of Lender furnish to Lender advance assurances satisfactory to Lender that Grantor can and will pay the cost of such improvements. Property Damage Insurance. The following provisions relating to Insuring the Property are a part of this Deed of Trust. Maintenance of insurance. Grantor shall procure and maintain policies of fire insurance with standard extended coverage endorsements on a replacement bests for the full insurable value covering all Improvements on the Reai Property In an amount sufficient to ovoid application of any coinsurance clause,and with a standard mortgagee douse in favor of Lender. Grantor shall ciao procure and maintain corrlprehansive general liability insurance In such coverage amounts as Lender may request with Trustee and Lender being named as additional insureds in such liability Insurance polidas. Additionally, Grantor shall maintain such other Insurance,including but not ilmited to hazard,business Interruption,and bolter insurance,as Lender may reasonably require, Policies shall be written in form, emounb, coverages end basis reasonably acceptable to Lender end Issued by a company or companies reasonably acceptable to Lender. Grantor,upon request of Lender,will deliver to Lender from time to time the policies or certificates of insurance in form satisfactory to Lender.Including stipulations that coverages will not be cancelled or diminished without at least ten(10)days prior written notice to Lender. Each Insurance policy also shah include an endorsement providing that coverage In favor of Lender will not be impaired in any way by any act,omission or default of Grantor or any other person. Should the Real Property be ( located in an area designated by the Director of the Federal Emergency Management Agency as a special flood hazard area,Grantor agrees to obtain end maintain Federal Flood insurance,If available,within 45 days after notice is given by Lender that the Property is located in a special flood hazard area,for the full unpaid principal balance of the loan and any prior liens on the property securing the loan, up to the maximum policy Smits set under the National Flood Insurance Program, or as otherwise required by Lender,and to maintain such insurance for the term of the loan, Application of Proceeds.- Grantor shall promptly notify Lender of any iou or damage to the Property If the estimated cost of repair or •• replacement exceeds$10,000.00. Lender may make proof of loss if Grantor fails to do so within fifteen (15)days of the casualty. Whether or not Lender's security is impaired,Lender may,at Lender's election,receive.and retain the proceeds of any Insurance and apply the proceeds to the reduction of the Indebtedness,payment of any lien affecting the Property,or the restoration and repair of the Property. If Lender elects to apply the proceeds to restoration and repair,Grantor shall repair or replace the damaged or destroyed Improvements in a manner satisfactory to Lander. Lender shall,upon satisfactory proof of such expenditure,pay or reimburse Grantor from the proceeds for the reasonable cost of repair or restoration if Grantor is not in default under this Deed of Trust. Any proceeds '. which have not been disbursed within 180 days after their receipt and which Lender has not committed to the repair or restoration of the Property ahali be used first to pay any amount owing to Lender under this Deed of Trust,then to pay accrued interest,and the remainder,if any,shall be applied to the principal balance of the Indebtedness. If Lender holds any proceeds after payment to full of the Indebtedness,such proceeds shall be paid to Grantor as Grantor's Interests may appear. Grantor's Report on Insurance. Upon request of Lender.however not more than once a year,Grantor shall furnish to Lander a report on each existing policy of insurance showing: (a) the name of the insurer, (b) the risks insured; (c) the amount of the policy; (d) the property insured.the then current replacement value of such property,and the manner of determining that value;and (e) the expiration date of the policy. Grantor shall,upon request of Lender,have en Independent appraiser satisfactory to Lender determine the cash value replacement cost of the Property. Lender's Expenditures. If any action or proceeding is commenced that would materially affect Lender's interest in the Property or if Grantor fails to comply with any provision of this Deed of Trust or any Related Documents,including but not limited to Grantor's failure to discharge or pay when due any amounts Grantor Is required to discharge or pay under this Deed of Trust or any Related Documents, Lender on Grantor's behalf may(but shall not be obligated to)take any action that Lender deems appropriate,including but not limited to discharging or paying all taxes,liens,security interests,encumbrances and other data's,at any lime levied or pieced on the Property and paying all costs for insuring,maintaining and preserving the Property. All such expenditures incurred or paid by Lender for such purposes will then bear interest at the rate charged under the Note from the date incurred or paid by Lender to the date or repayment by Grantor. Ail such expenses will become a part of the Indebtedness and,at Lender's option.will (1) be payable on demand; (2) be added to the balance of the Note and be apportioned among and be payable with any installment payments to become due during either (a) the term of any applicabie insurance policy;or (b) the remaining term of the Note;or (3) be treated as a balloon payment which will be due and payable at the Note's maturity. The Deed of Trust also will secure payment of these amounts. Such right shall be In addition to ail other rights and remedies to which Lender may be entitled upon Default. Warranty;Defence of Title. The following provisions relating to ownership of the Property are a part of this Deed of Trust Tile. Grantor warrants that: (a)Grantor holds good and marketable title of record to the Property in fee simple,free and dear of all liens and encumbrances other than those set forth in the Real Property description or in any title insurance policy.title report,or final title opinion Issued in favor of,and accepted by, Lender in connection with this Deed of Trust, end (b)Grantor has the full right ( f • • fl DEED OF TRUST Loan No: 19066 (Continued) Page 4 power,and authority to execute and deliver this Deed of Trust to Lender, Defense of Title. Subject to the exception in the paragraph above,Grantor warrants and will forever defend the title to the Property against the lawful claims of ail persons. In the event any action or proceeding is commenced that questions Grantor's title or the interest of Trustee or Lender under this Deed of Trust,Grantor shall defend the action at Grantor's expense. Grantor may be the nominal party In such proceeding,but Lender shall be entitled to participate In the proceeding and to be represented in the proceeding by counsel of Lender's own choice, and Grantor will deliver,or cause to be delivered, to Lender such instruments as Lender may request from time to time to permit such participation. Compliance With Laws. Grantor warrants that the Property and Grantor's use of the Property complies with all existing applicable laws,ordlnanoes,end regulations of governmental authorities. Survival of Representation end Warranties. All representation',warranties,and agreements made by Grantor in this Dried of Trust shall survive the execution and delivery of this Deed of Trust,shell be continuing in nature, and shall remain in full force and effect until such time as Grantor's Indebtedness shell be paid in full. Condemnation. The following provisions relating to condemnation proceedings are a part of this Deed of Trust: Proceedings. If any proceeding In condemnation Is filed, Grantor shall promptly notify Lender in witting, and Grantor shall promptly take such steps as may be necessary to defend the action and obtain the award. Grantor may be the nominal party in such proceeding,but Lender shell be entitled to participate in the proceeding and to be represented in the proceeding by counsel of its own choice, and Grantor will deliver or cause to be delivered to Lender Ruch instruments and documentation as may be requested by Lender from time to time to permit such participation. Application of Net Proceeds, If all or any part of the Property is condemned by eminent domain proceedings or by any proceeding or purchase in lieu of condemnation,Lender may at its election require that all or any portion of the net proceeds of the award be applied to the Indebtedness or the repair or restoration of the Property. Tho net proceeds of the award shall mean the award after payment of all reasonable costs,expenses,and attorneys'fees Incurred by Trustee or Lender in connection with the condemnation, Imposition of Taxes, Fees and Charges ay Governmental Authorities. The following provisions relating to governmental taxes, fees and charges are a part of this Deed of Trust: Current Taxes,Fess and Charges. Upon request by Lander,Grantor shall execute such documents in addition to this Deed of Trust and take whatever other action is requested by Lender to perfect and continue Lender's lien on the Real Property, Grantor shall reimburse Lender for a1l taxes,ss described below,together with all expenses incurred in recording,perfecting or continuing this Deed of Trust,including without Imitation all taxes,fees,documentary stamps,and other charges for recording or registering this Deed of Trust. Taxes, The following shall constitute taxes to which this section apples: (a) a specific tax upon this type of Deed of Trust or upon all or any part of the indebtedness secured by this Deed of Trust; (b) a specific tax on Granter which Grantor is authorized or required to deduct from payments on the indebtedness secured by this type of Deed of Trust; (c) a tax on this type of Deed of Trust chargeable against the Lender or the holder of the Note; and (d) a specific tax on all or any portion of the indebtedness or on payments of principal end Interest made by Grantor. Subsequent Taxes. If any tax to which this section applies Is enacted subsequent to the date of this Deed of Trust,this event shall have the same effect as en Event of Default.end Lender may exercise any or all of Its available remedies for an Event of Default as• •-•• provided below unless Grantor either (a) pays the tax before It becomes delinquent.or (b) contests the tax as provided above In the Taxes and Liens section and deposits with Lender cash ora sufficient corporate surety bond or other security satisfactory to Lender. Security Agreement;Financing Statements. 'The following provisions relating to Ihia Deed of Trust as a security agreement are a part of this Deed of Trust Security Agreement. This instrument shall constitute a Security Agreement to the extent any of the Property constitutes fixtures,and Lender shall have all of the rights of a secured party under the Uniform Commercial Code as amended from time to time. Security interest. Upon request by Lender,.Granter shall take whatever action Is requested by Lender to perfect and continue Lender's security interest in the Rents and Personal Property. In addition to recording this Deed of Trust in the real property records,Lender may,at any time and without further authorization from Grantor,file executed counterparts,copies or reproductions of this Deed of Trust es a financing statement. Grantor shall reimburse Lander for ail expenses incurred in perfecting or continuing this security Interest Upon default,Grantor shall not remove,sever or detach the Personal Property from the Property. Upon default,Grantor shall assemble any Personal Property not affixed to the Property In a manner and at a place reasonably convenient to Grantor and Lender and make it available to Lender within three(3)days after receipt of written demand from Lender to the extent permitted by applicable law. Addresses. The mailing addresses of Grantor(debtor)and Lender(secured party) from which Information concerning the security interest granted by this Deed of Trust may be obtained(each as required by the Uniform Commercial Code)are as stated on the first pegs of this Deed of Trust Further Assurances;Attorneyan Fact. The fallowing provisions relating to further assurances and attorney-in-fact are a part of this Deed of Trust: Further Assurances. At any time,and from time to time,upon request of Lender,Grantor will make,execute and delver.or will cause to be made. executed or delivered, to Larder or to Lender's designee.and when requested by Lender, cause to be filed,recorded, refiled,or rerecorded,as the case may be,at such times and in such offices end places as Lender may deem appropriate,any and all such mortgagee,deeds of trust. security deeds,security agreements,financing statements,continuation statements,Instruments of further assurance, certificates,and other documents as may,in the sole opinion of Lender, be necessary or desirable in order to effectuate,complete,perfect,continue, or preserve (a) Grantor's obligations under the Note, this Deed of Trust,and the Related Documents,and (b) the liens and security interests created by this Deed of Trust as first and prior liens on the Property,whether now owned or hereafter acquired by Grantor. Unless prohibited by law or Larder agrees to the contrary in writing, Grantor shall reimburse Lender for ell costs and expenses incurred In connection with the matters referred to in this paragraph. Attorney'ln-Fact if Grantor fails to do any of the things referred to in the preceding paragraph.Lender may do so for and in the name of Grantor end at Grantor's expense. For such purposes,Grantor hereby Irrevocably appoints Lender as Grantor's attorney-in-fact for . . II III (�) DEED OF TRUST Loan No: 19066 (Continued) Page 5 • the purpose of making,executing,delivering,filing.recording,and doing all other things as may be necessary or desirable,in Lender's cola opinion,to accomplish the matters referred to In the preceding paragraph. Full Performance. If Grantor pays ell the Indebtedness,Including without limitation all future advances,when due,and otherwise performs all the obligations imposed upon Grantor under this Deed of Trust, Lender shall execute and deliver to Trustee a request for full reconveyance and shall execute and deliver to Grantor suitable statements of termination of any financing statement on file evidencing Lender's security interest in the Rents and the Personal Property. Any reconveyance fee required by law shall be paid by Grantor, If permitted by applicable law. Events of Default. Each of the following,at Lender's option,shall constitute an Event of Default under this Deed of Trust: Payment Default. Grantor fella to make any payment when due under the Indebtedness. Other Defaults, Grantor falls to comply with or to perform any other term,obligation,covenant or condition contained in this Deed of Trust or in any of the Related Documents or to comply with or to perform any term,obligation,covenant or condition contained in any other agreement between Lender and Grantor. . Compliance Default. Failure to comply with any other terem obligation,covenant or condition contained in this Deed of Trust,the Note or in any of the Related Documents. Default on Other Payments. Failure of Grantor within the lime required by this Deed of Trust to make any payment for taxes or Insurance,or any other payment necessary to prevent filing of or to effect discharge of any lien. : Environmental Defeuit. Failure of any party to comply with or perform when due any term,obligation,covenant or condition contained f in any environmental agreement executed in connection with the Property. Default In Favor of Third Parties, Should Grantor default under any loan,extension of credit,security agreement,purchase or sates agreement,or any other agreement, in favor of any other creditor or person that may materially affect any of Grantor's property or Grantor's ability to repay the Indebtedness or Grantor's ability to perform Grantor's obligations under this Deed of Trust or any of the ii Rotated Documents. Fats.Statements. Any warranty,representation or statement made or furnished to Lender by Grantor or on Grantor'.behalf under this Deed of Trust or the Related Documents is false or misleading in any material respect,either now or art the time made or furnished j or becomes false or misleading at any time thereafter. Defective Collateraltation, This Deed of Trust or any of the Related Documents ceases to be in full force and effect(including failure of any collateral document to crests a valid and perfected security Interest or lien)at any time and for any reason. Death or insolvency. The dissolution of Grantees(regardless of whether election to continue is made),any member withdraws from the limited liability company,or any other termination of Grantor's existence as a going business or the death of any member,the i (_ insolvency of Grantor,the appointment of a receiver for any part of Grantor's property,any assignment for the benefit of creditors.any J type of creditor workout,or the commencement of any proceeding under any bankruptcy or Insolvency laws by or against Grantor. Creditor or Forfeiture Proceedings. Commencement of foreclosure or forfeiture proceedings,whether by Judicial proceeding,self-help, ; repossession or any other method, by any creditor of Grantor or by any governmental agency against any property securing the indebtedneia. This Includes a garnishment of any of Grantor's accounts,including deposit accounts,with Lender. However,this i Event of Default shell not apply if there is a good faith dispute by Grantor as to the validity or reasonableness of the claim which is the •• , 1 basis of the creditor or forfeiture proceeding and if Grantor gives Lender written notice of the creditor or forfeiture proceeding end ; deposits with Lender monies ora surety bond for the creditor or forfeiture proceeding.In en amount determined by Lender,In its seta i discretion,as being an adequate reserve or bond for the dispute, Breach of Other Agreement, Arty breach by Grantor under the terms of any other agreement between Grantor and Lander that is not remedied within any grace period provided therein,Including without limitation any agreement concerning any Indebtedness or other obligation of Grantor to Lender,whether existing now or later, Events Affecting Guarantor. Any of the preceding events occurs with respect to any Guarantor of any of the Indebtedness or any Guarantor dies or becomes Incompetent,or revokes or disputes the validity of,or liability under,arty Guaranty of the Indebtedness. Adverse Change, A material adverse change occurs In Grantor's financial condition, or Lender behaves the prospect of payment or performance of the Indebtedness is impaired. tnsecurlty. Lender In good faith believes itself insecure. Right to Cure. If any default,other than a default in payment is curable and If Grantor has not been given e notice of a breach of the same provision of this Deed of Trust within the preceding twelve(12)months,It may be cured if Grantor,after Lender sands written notice to Grantor demanding cure of such default: (a) cures the default within fifteen(15)days;or (b) 1f the cure requires more than fifteen(15)days,immediately initiates stops which Lender deems in Lender's sole discretion to be sufficient to cure the default and thereafter continues end completes all reasonable and necessary steps sufficient to produce compliance as soon as reasonably practical. Rights and Remedies on Default. If an Event of Default occurs under this Deed of Trust.at any time thereafter,Trustee or Lender may exercise any one or more of the following rights and remedies: Election of Remedies. Election by Lander to pursue any remedy shall not exclude pursuit of any other remedy,and an election to make expenditures or to Lake action to perform an obligation of Grantor under this Deed of Trust,after Grantor's failure to perform,shell not affect Lender's right to declare■default and exercise its remedies. Accelerate Indebtedness. Lender shall have the right at its option without notice to Grantor to declare the entire Indebtedness Immediately due and payable,Including any prepayment penalty which Grantor would be required to pay. Foreclosure. With respect to all or any part of the Real Property,the Trustee'hall have the right to foreclose by notice and sale,and Lender shall have the right to foreclose by Judicial foreclosure,in either case in accordance with and to the full extent provided by applicable law. if this Deed of Trust is foreclosed by judicial foreclosure.Lender will be entitled to a Judgment which will provide that If the foreclosure sale proceeds are insufficient to satisfy the judgment,execution may Issue for the amount of the unpaid balance of the judgment. l __, n DEED OF TRUST Loan No: 19066 (Continued) Page 6 UCG Remedies. With respect to ell or any part of the Personal Property, Lender shall have all the rights end remedies of a secured party under the Uniform Commercial Code. Collect Rants. Lender shall have the right,without notice to Grantor to take possession of and manage the Property and coftect the Rents,including amounts past due and unpaid,and apply the net proceeds,over and above Lender's costs,against the Indebtedness. In furtherance of this right,Lender may require any tenant or other user of the Property to make payments of rent or use fees directly to Lender, If the Rents are collected by Lender,then Grantor Irrevocably designates Lender as Grantor's attorney-In-fact to endorse . Instruments received in payment thereof In the name of Grantor and to negotiate the same and collect the proceeds, Payments by • tenants or other users to Lender In response to Lender's demand shell satisfy the obligations for which the payments are made, whether or not any proper grounds for the demand existed. Lender may exercise its rights under this subparagraph either in person, ; by agent,or through a receiver. Appoint Receiver. Lender shall have the right to have a receiver appointed to take possession of all or any part of the Property,with , the power to protect and preserve the Property,to operate the Property preceding foreclosure or safe,and to collect the Rents from ` the Property end apply the proceeds.over and above the cost of the receivership,against the Indebtedness. The receiver may serve without bond if permitted by law. Lender's right to the appointment of a receiver shall exist whether or not the apparent value of the • Property exceeds the Indebtedness by a substantial amount. Employment by Lender shall not disqualify a person from serving as a • receiver. Tenancy at Sufferance. If Grantor remains In possession of the Property after the Property is sold as provided above or Lender i otherwise becomes entitled to possession of the Property upon default of Grantor, Grantor shall become a tenant at sufferance of i Lender or the purchaser of the Property end shall,at Lender's option,either (a) pay a reasonable rental for the use of the Property,or (b) vacate the Property Immediately upon the demand of Lender. •, Other Remedies. Trustee or Lender shell have any other right or remedy provided In this Deed of Trust or the Note or available at law or in equity. Notice of Sale. Lender shall give Grantor reasonable notice of the Uma and piece of any public safe of the Personal Property or of the time after which any private sale or other intended disposition of the Personal Property is to be made. Reasonable notice shall mean notice given at least fifteen(15)days before the time of the sale or disposition. Any sale of the Personal Property may be made in conjunction with any sale of the Real Property. Sala of the Property. To the extent permitted by applicable law. Grantor hereby waives any and all rights to have the Property marshalled. In exercising its rights and remedies,the Trustee or Lender shell be free to Gell alt or any part of the Property together or separately.in ono sale or by separate sales. Lender shall be entitled to bid at any public sale on all or any portion of the Property. Attorneys'Fess;Expenses. If Lender Insttuies any suit or action to enforce any of the terms of this Deed of Trust.Lender shall be entitled to recover such sum as the court may adjudge reasonable es attorneys'fees at trial and upon any appeal. Whether or not any (---) court action Is involved,and to the extent not prohibited by law.ell reasonable expenses Lender incurs that in Lender's opinion are necessary at any time for the protection of Its Interest or the enforcement of its rights shall become a part of the Indebtedness payable on demand and shall beer interest at the Note rate from the date of the expenditure until repaid. Expenses covered by this paragraph include,without(imitation,however subiect to any limits under applicable law,Lender's attorneys'fees end Lender's legal expenses, whether or not there is a lawsuit. Including attorneys'fees and expenses for bankruptcy proceedings(including efforts to modify or vacate any nutornatic stay or ipjur?ctlon),,appeals,end py..4nticipsted postjudgment collection serytpgs,the cost of searching records, , • obtaining title reports(Including foreclosure reports),surveyors'reports,and appraisal fees,title Insurance,and fees for the Trustee,to the extent permitted by applicable law. Grantor also will pay any court costs.in addition to all other sums provided by law. Rights of Trustee. Trustee shall have ell of the rights and duties of Lender as set forth In this section. Powers and Obligations of Trustee. The following provisions relating to the powers and obligations of Trustee are part of this Deed of • Trust: Powers of Trustee. In addition to all powers of Trustee arising as a matter of law.Trustee shall have the power to take the following actions with respect to the Property upon the written request of Lender end Grantor. (a)join in preparing and filing a map or plat of the Real Property,Including the dedication of streets or other rights to the public; (b)join in granting any easement or creating any restriction on the Real Property;end (c)join In any subordination or other agreement affecting this Deed of Trust or the Interest of Lender under this Deed of Trust. Obligations to Notify. Trustee shall not be obligated to notify any other party of a pending sale under any other trust deed or Gen,or of any action or proceeding In which Grantor,Lender,or Trustee shall be a party,unless the action or proceeding Is brought by Trustee. Trustee. Trustee shall meet all qualifications required for Trustee under appicable law. In addition to the rights and remedies eel forth above,with respect to all or any part of the Property,the Trustee shell have the right to foreclose by notice and sale.and Lender shall have the right to foreclose by judicial foreclosure,In either case In accordance with and to the full extent provided by appiicable taw. Successor Trurstee. Lender,at Lender's option.may from time to time appoint a successor Trustee to any Trustee appointed under this Deed of Trust by an Instrument executed and acknowledged by Lender and recorded In the office of the recorder of Washington County,State of Oregon. The Instrument shall contain,In addition to all other matters required by state law,the names of the original Lender.Trustee,and Grantor,the book and page where this Deed of Trust is recorded.and the name and address of the successor trustee,and the instrument shall be executed and acknowledged by Lender or its successors in Interest. The successor trustee,. without conveyance of the Property,shall succeed to sit the title,power,and duties conferred upon the Trustee in this Deed of Trust and by applicable law. This procedure for substitution of Trustee shall govern to the exclusion of all other provisions for substitution. Notices. Any notice required to be given under this Deed of Trust,including without limitation any notice of default and any notice of sale shall be given in writing,and shall be effective when actually delivered,when actually received by teiefacsimiie(unless otherwise required by law),when deposited with a nationally recognized overnight courier,or,If mailed,when deposited in the United States mail,as first Gass,certified or registered mall postage prepaid,directed to the addresses shown near the beginning of this Deed of Trust. Ad copies of notices of foreclosure from the holder of any Nen which has priority over this Deed of Trust shell be sent to Lender's address,as shown near the beginning of this Deed of Trust. Any party may change Its address for notices under this Deed of Trust by giving formal written notice to the other parties,specifying that the purpose of the notice le to change the party's address. For notice purposes.Grantor agrees to keep Lender Informed at all times of Grantor's current address. Unless otherwise provided or required by law,If there is more than one (‘,.j • • 4111 DEED OF TRUST Loan No: 19066 Continued) Page 7 Grantor,any notice Divan by Lender to any Grantor is deemed to be notice given to ell Grantors. Miscellaneous Provisions. The following rnlsceiianeous provisions are a part of this Deed of Trust Amendments. This Deed of Trust,together with any Related Documents,constitutes the entire understanding and agreement of the parties as to the matters set forth in this Deed of Trust. No alteration of or amendment to this Deed of Trust shat be effective unless given in writing and signed by the party or parties sought to be charged or bound by the alteration or amendment. Annual Reports. If the Property is used for purposes other than Grantor's residence,Grantor shall furnish to Lender,upon request,a • certified statement of net operating income recelvod from the Property during Grantor's previous fiscal year in such form and detail as Lender shall require. 'Net operating Income' shall mean all cash receipts from the Property less all cash expenditures made in connection with the operation of the Property. Caption Headings. Caption headings in this Deed of Trust are for convenience purposes only and are not to be used to interpret or define the provisions of this Deed of Trutt. Merger. There shall be no merger of the interest or estate created by this Deed of Trust with any other interest or estate in the Property at any time held by or for the benefit of Lender in any capacity,without the written consent of Lender. Governing Law, This Deed of Trust will be governed by federal law applicable to Lander and,to the extent not preempted by federal law,the laws of the State of Oregon without regard to Its conflicts of law provisions. This Deed of Trust has been accepted by Lender In the State of Oregon. Choice of Venue. If there Is a lawsuit,Grantor agrees upon Lender's request to submit to the jurisdiction of the courts of Lane County, State of Oregon. No Waiver by Lender. Lender shall not be deemed to have waived any rights under this Deed of Trust unless such waiver Is given In writing and signed by Lender. No delay or omissIon on the pert of Lender in exorcising any right shat operate as a waiver of such right or any other right. A waiver by Lender of a provision of this Deed of Trust shell not preludes or constitute a waiver of Lender's right otherwise to demand strict compliance with that provision or any other provision of this Deed of Trust No prior waiver by Lender.nor any course of dealing between Lender and Grantor, shall constitute a waiver of any of Lender's rights or of any of Grantor's obligations as to any future transactions. Whenever the consent of Lender 1s required under this Deed of Trust,the granting of such consent by tender in any Instance shall not constitute continuing consent to subsequent instances where such consent is required end in all cases such consent may be granted or withheld in the sole discretion of Lender. Severability, if a court of competent jurisdiction finds any provision of this Deed of Twat to be Illegal,invalid,or unenforceable as to any circumstance,that finding shall not make the offending provision Illegal,invalid,or unenforceable as to any other circumstance. if feasible,the offending provision shall be considered modified so that It becomes legal,valid and enforceable. If the offending provision cannot be so modified, it shall be considered deleted from this Deed of Trust Unless otherwise required by law. the Illegality, invalidity,or unenforceability of any provision of this Deed of Trust shall not affect the legality,validity or enforceability of any other provision of this Deed of Trust. Successors and Assigns. Subject to any limitations stated in this Deed of Trust on transfer of Grantor's Interest,this Deed of Trust shell be binding upon and Inure to the benefit of the parties,their successors and assigns. If ownership of the Property becomes vested in a person other than Grantor,Lender,without notice to Grantor,may deal with Grantor's successors with reference to this Deed of Trust and the Indebtedness by way of forbearance or extension without releasing Grantor from the obligations of this Deed of •- Trust or[lability under the indebtedness. Time Is of the Essence, Time Is of the essence in the performance of this Deed of Trust. Waive Jury. Ail parties to this Deed of Trust hereby waive the right to any jury trial in any action,proceeding,or counterclaim brought by any party against any other party. Waiver of Homestead Exemption. Grantor hereby releases and waives ell rights and benefits of the homestead exemption laws of the State of Oregon as to all indebtedness secured by this Deed of Trust. Commercial Dead of Trust Grantor agrees with Lender that this Deed of Trust is a commercial deed of trust and that Grantor will not change the use of the Property without Lender's prior written consent Definitions. The following capitalized words end terms shall have the following meanings when used In this Deed of Trust. Unless specifically stated to the contrary, ell references to dollar amounts shall mean amounts in lawful money of the United States of America. Words and terms used In the singular shall Include the plural,and the plural shall include the singular,as the context may require. Words and terms not otherwise defined in this Deed of Trust shell have the meanings attributed to such terms In the Uniform Commercial Code: Beneficiary. The word'Beneficiary"means Pacific Continental Bank,and its successors and assigns. Borrower. The word'Borrower means interstate Development,LLC,and Includes all co-signers and co-makers signing the Note and ell their successors and assigns. Deed of Trust. The words'Deed of Trust'mean this Line of Credit Instrument among Grantor,Lender.and Trustee,and includes without limitation all assignment and security Interest provisions relating to the Personal Property and Rents. Default The word"Default means the Default set forth in this Deed of Trust in the section titled'Default". Environmental Laws. The words'Environmental Laws'mean any and al state,federal end local statutes.regulations and ordinances relating to the protection of human health or the environment,Including without limitation the Comprehensive Environmental Response, Compensation,and Liability Act of 1980.as amended,42 U.S.C.Section 9601.et seq.('CERCLA'j,the Superfund Amendments and Reauthorization Act of 1986,Pub.L. No.99-499("SARA'),the Hazardous Materials Transportation Act,49 V.S.C.Section 1801,et seq.,the Resource Conservation and Recovery Act,42 U.S.C.Section 6901,et seq.,or other applicable state or federal laws.rules, or regulations adopted pursuant thereto or Intended to protect human health or the environment. Event of Default. The words'Event of Default' mean any of the events of default set forth in this Deed of Trust In the events of default section of this Deed of Trust. Grantor. The word"Grantor means Interstate Development,LL.C.. U . 0 III : -' DEED OF TRUST • Loan No: 19066 (Continued) Page 8 i Guarantor. The word'Guarantor means any guarantor,surety.or accommodation party of any or ail of the indebtedness. Guaranty. The word"Guaranty'means the guaranty from Guarantor to Lender,lndudtng without limitation a guaranty of ail or part of . the Mole. Hazardous Substances. The words'Hazardous Substances"mean materials that,because of their quantity,concentraUon or physical, chemical or Infectious characteristics, may cause or pose a present or potentia.l hazard to human health or the environment when Improperly used, treated,stored.disposed of,generated,manufactured,transported or otherwise handled. The words'Hazardous Substances'are used in their very broadest sense and Include without limitation any end all hazardous or toxic substances,materials or waste as defined by or fisted under the Envfrorunental Laws. The term'Hazardous Substances'also includes,without limitation, petroleum,including crude oil and any fraction thereof and asbestos. Improvements. The word'Improvements'means aft existing and tuture improvements,buildings,structures,mobile homes affixed on the Res!Property,facilities,additions,replacements end other construction on the Real Property. i Indebtedness, The word'Indebtedness'means all principal,interest,and other amounts,coats and expenses payable under the Note or Related Documents,together with all renewals of,extensions of,modifications of,consolidations of end substitutions for the Note or Related Documents and any amounts expended or advanced by Lender to discharge Grantor's obligations or expenses Incurred by Trustee or Lender to enforce Grantor's obligations under this Deed of Trust,together with Interest on such amounts as provided in this Deed of Trust. Specifically,without limitation,Indebtedness includes the future advances set forth In the Future Advances provision, together with all Interest thereon and all amounts that may be indirectly secured by the Cross-Colialerallzation provision of this Deed of Trust. Lender. The word"Lender means Pacific Continental Bank,its successors end assigns. Note. The word 'Note" means the promissory note dated February 17, 2010, in the original principal amount of $625,000.00 from Grantor to Lender,together with all renewals of,extensions of,modifications of,refinancings of,corrsolldelions of,and substitutions for the promissory note or agreement. The maturity date of the Note is March 1,2020. Personal Property. The words 'Personal Property' mean at equipment, fixtures, and other articles of personal property now or hereafter owned by Grantor,and now or hereafter attached or sifted to the Reel Property,together with all accessions,parts,and additions to,all replacements of, and alf substitutions for. any of such property;and together with at proceeds(Including without limitation an Insurance proceeds and refunds of premiums)from any sale or other disposition of the Property. Property. The word'Property"means collectively the Real Property end the Personal Property. Real Property. The words"Real Property"mean the real property,interests and rights,as further described in this Dead of Trust Related Documents. The words'Related Documents'mean all promissory notes,credit agreements,Loan agreements,environmental (D agreements, guaranties, security agreements, mortgages, deeds of trust, security deeds, coteterat mortgages, and all other Instruments,agreements and documents,whether now or hereafter existing,executed In connection with the Indebtedness. Rents. The word"Rents`means all present and future rents,revenues,income,issues,royalties,profits,and other benefits derived from the Property. . Trustee, The word "Trustee" means Brad L. Williams, an Oregon Attorney, whose address Is do UPF, 910 West Boone Ave, Spokane.WA 99201 and any substitute or successor trustees. "..... GRANTOR ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS DEED OF TRUST,AND GRANTOR AGREES TO ITS TERMS. , GRANTOR; INTERS '-g T,L. C. i0 C By: Mlc at E. Ss , Member of Interstate Development,LLC, 1 I , . . , . e • . • rm DEED OF TRUST Loan No: 19066 (Continued) Page 9 ' LIMITED LIABILITY COMPANY ACKNOWLEDGMENT STATE OF ) (.7:-...-7---,:_�; ��`L j #0.1,1-t? OFFICIALsem. )SS .1,;r1JENNIFER ANN GANNON () COUNTY OF �j jf 14,23. ) { C ," NOTARY PUBLIC-OREGON f]r ,V COMMISSION NO.445480 0 r' MY COMMISSION f(PIRES JANilARY 10,2014 !j On this 11-Lr\ day of r-f ?AA.GL •20 tb C.- appeared Michael E.setran,Member of Interstate Develop nt,LLC„and known to me to bee member or designated agent of the limited liability company that executed the Deed of Trust and acknowledged the Deed of Trust to be the free and voluntary act and deed of the>imtted liability company,by authority of statute,its articles of o••antzation or Its operating agreement,for the uses and purposes therein mentioned, and on oath stated or she is authorized to execut this Deed of Trust and In fact executed the Deed of Trust on behalf of the limited liability company. • 11 I�' By ....ds.....ds.....ds. Residing at Ve.'1�t t1 t D ti,toc. - j • ' M commission expires t C r Notary Public in and for+ o � Y � , � , ri 411 c o-e � t u(\c�-Q r5 i ( d iVO-k-ck.(Li Pk)tol . 0 Pe (5o.(---, c`A-.t REQUEST FOR FULL RECONVEYANCE (To be used only when obligations have been paid In full) To: ,Trustee The undersigned Is the legal owner and holder of at Indebtedness secured by this Deed of Trust. All sums secured by this Deed of Trust have been fully paid and satisfied. You are hereby directed,upon payment to you of any sums owing to you under the terms of this Deed of Trust or pursuant to any applicable statute,to cancel the Note secured by this Deed of Trust(which is delivered to you together with this -� Dead of Trust),and to reconvey,without warranty,to the parties designated by the terms of this Deed of Trust,the estate now held by you ( ) under this Deed of Trust. Please malt the reconveyance and Related Documents to: 7 Date: Beneficiary: Br ! its: LASER PRLending,Ver.5.48.10.001 Copr,Harland Financial s, Inc,1997,2D10. Ail Rights Reserved. -OR a;ICFM.PLIG01.FC • TR-15655 PR•GENCOMML i 1 tj 456•-8• PRE-EXISTING NEW DEVELOPIEM NOTES GS A� /qT-CONFORYM/0 ,, j 'J I TO RETAIN- -—--—-- I CONTRACFOR SHALL VENN AND CONFIRM •��r 1•pl[p• .... EXISTING COOT.SHORN OR 6VLIED ON . NOP,CS PRIOR T STIR OF CONSIRUCTgN. - -—--—--—--—--—-- i— —- - SOT ACCESS GATE N �•� Nunn A/E o<ANT oscREPARCLs r SUDIRc SECONDARY EXISTING CONDMONS BASED ON SURVEY IN I I I I INDY PARISH ND ASSOCIATES NC..I.T ‘417CF 'W II NEW CINNWN •E DATED 6/19/15 ACLU,.AS SHEET %TIN PRMACY SLATS g .. SEE 00.2 FOR ENLARGED SITE PIANS AND DETAILS n � d, I I' SEE CSI FOR PARKING COUNTS,LANDSCAPE n::i I. III I PERCENTAGES.PROJECT AREA NAP,ANO I I I \ STORAGE Y,� PROJECT SOIIAM rooThGES `� R R n I I EXISTING NON-CONFORMING I SfE CML AND IANDSCAPF ORIIWINC PACKAGE 'g g \\L15E5 PERMITTED TO REIMIN 1 .. FORA,A241 1SITEDETAILSANDf �DEVELOPEUSLY •------ - I 8INiORANiK7NNGOFfICE BTI TCUNED AND USED DURIFIG '1e•-6' Et/J ILE�tO2cOMPLETON EXSRNG BUILDIBAIL Oi FAMq CIFEN OI:yO k7(ISi1NG Di'fIC[ `_Wel 8E DEMOLISHED.-� 1 T. f BULDRIG p` r+,/,^:_1~ VEGETATED Cd6WM BdNOWY �� (REMENEEA1a OCOr LP ATTE ' i; � ?t �A AC.PAVING�„% I I WFIEEL STOP s.'wi k__ Y,� I F2ypII �/ ` '�/• ppsry� _ (DfjSICN/SURD AIINNG WALL . aI' ��~USESPERat�1-EXISTING�°p pT��I�.+. SFE{/AO i TTP. LANDSCMCa�....sI(TE WALL) J Br o1VIER5 .. ON K,UMOET/ELOPED 4N0� • (N)WASTE TPSTAT. L•---___ I 24'-9• 1}-O' FlRE HYDRANT// tPaaPosEO • ,E` .j I �� AccESSIBLE ROUTE I // LOG KNI OF LP GAS E_1_-._ I• b ILI / , \, vtS10N NKA j/• h>s.i 1 S:TF DFMDLRION ,,I(�� e, P BTORA(7E YARD / EXISTING NON-CONFORMING y / ' �\ USES PERMITTED TO REMAIN EXITING TO REMAIN . ' I .4 T ON ALL LAND PREVIOUSLY L'2,� \ I i. e'QURB AND 6' / DEVE'LOFITY OEH•N. I i T / SI K CLEAR VISION AREA �, Y 46' ' y- iICCESSIiEE ROME / e �'— ---72-----' -f �.---: ---— i-—--—--—--—--..—-- -—--—-}—- -1,,,--,„.-,,,,,,,,,,, aCi wJ.. /I..' y I ' ` ..' •\ I &SCESS/WRI.OIRD A FOR PLAN(.NO OFiNL r - \ `-le'MKD '.' 0 _ � \ •\• 1 n,.,1 i 1� RIOPI-Of-RAT fR°tE \ / 0) p 47.=1 CENTERED ON 15 _-_D- ! 18a 6'I '. I f OF ROAD 10 CUIRI iS ACCESSIDLE PARKIN( /� 13•-0- g tie_• TOTN,OMR. T W,"”1 Y 1I } I SPACE u / I NEW KM spur RAIL RET*1:7031-1:,L. / /' �T� i A u •• ,_ \)4I•-a• �'1 blit', I_i ACCIISS BLE ROUTE p GRADE LEVEL OVERHEAD DOOR • 1 I OR RALFDICII.e NOT DAER 4'IRpI- /." REMAND rnx Aw ur� I II Ii I 11 \ .. \. I•».,1 // I . . I HOEAI 111,2.41 NW Wilt.00 ' 1 I 100 • TTmR ` I 1 •r" u+e. iXRE LAN[—SEE NOTCS I K A V V 1 n T F I N I e I �� ... � 1 I (IML LANDSCAPE \. 1 1-. a-wAr FAN V i A• 1e P. 1 h.r 7 DEMO. \I wroaAaE YAM i ' I EXISTING NON-CONFORMING` r \� I USES PERARRED TO REMNN `�_ 10 I ON ALL LAND PREVIOUSLY N ,`�• _ I 5 1{NUSFIRE DIFFER '\ DEVELOPED L,E,,, •r 1, I r T`�i1/ I W TEAM r-2' le'-6, GONcrkTE wNmsroPs fl - FLOOD PWN (E)wASTE �w k .' � I I PER 4'N12-TW. ( ' ` `. OG STATK7N: D NEW BUILDING Q FIREI HYDRAN, `i I CURB IDEWA3i.KFROM II ` 4' IX:MOLISH(E) I '• I I' ,' ; `v STORAGE SHED N Bp�A IARg { i, • �\ -_1. TTpt KC 2/A0.2 16'_8• I. - MOH MD W I 1 ugrR > I I g. Q tr / N.. \ \ r \‘', ajli' i Cr il 0 /- _- ‘.. •\.A RETANNG WNL . I __ 1, I W n Z I I \ I II ` 11 1 TD• ACCESSIBLE ROUT N l& tn to 1 __-__ __- \-__C :4 .... - __ �• a ` Ii I ~ 0 a PRE-EXISTING NEW DEVELOPMENT -- -— 0 TOT-CONT RING 4,44II I I I I WORN ,PLAN REC8VED ,034 SITE. FIE LIFE SAFETY NOTES SITE DEVELOPMENT PLAN CITY OF TIGARD AUG 31 2017 ALL FIRE LANE SIGNAGE SPACING PER NEKR.SIGN TWE D'PER 2014 OFC a OB�� SEC11011 0101.6. /7 2. PARKA.NO PARKRED PANTED CMR8 PER NEAR.FRE LANE/NO PARKIN.LEntm 5. t 2PER 20144 f C-S SECTION NOE 00103.INTERIOR TRUCK RAMC RAOUS.Ze'-0' JW W.1301.01 Approve b Planning PRE LAR TRUCK TURNING N.INT.b'-D' mNN>1� 1014 WRNS Date: `1/-Q///--- - CITY OF TIGARD S PLANNING,ENGINEERING Initials: Project Memorandum RECEIVED ' i Project No: 130184.02 Date: 8/30/17 AUG 31 2017 Project Name: Interstate Roofing Subject: Landscape Revision to Approved Permit CITY OF TIGARD By: Chris Walker PLANNING/ENGINEERING UlTo: City of Tigard —ATTN: Monica Bilodeau Please see the attached updated cover sheet, site plan and grading plan noting revision to our 15895 SW 72ND AVE approved permit. SUITE 200 The applicant proposes to revise the interior parking lot layout to align with the vacation of 15 PORTLAND, OR 97224 feet along SW 74th Ave. The parking along the East property line will shift to account for the PHONE:503.226.1285 increased onsite area and allow better alignment of parking as well as facilitate future FAX:503.226.1670 development of the site's Northern parcel. The modification reduces the landscape along the INFO@CIDAINC.COM East property line but still meets the City's landscape and buffer requirements. WWW.CIDAINC.COM As discussed throughout the progression of the project,the revision will utilize the 15 foot vacation and has a minor impact on the overall onsite landscaping percentage. The required landscaping for this site is 25% of the site area (corrected from the previously noted 20%on the cover sheet). The proposed vegetated site area was previously noted at approximately 48%of the site. The reduction of landscaping for the alignment of interior parking area noted results in approximately 2,092 square feet, or approximately 1.3%on the 158,577 square foot parcel. This drops the proposed landscaping on the site to approximately 47%which still exceeds the 25% requirement. Please let us know if there are any questions or if additional information is requested. Chris Walker Associate Architect End: Revised CS I and L3 sheets. Cc: File ARCHITECTURE ENGINEERING PLANNING INTERIORS r Project Memorandum Project No: 130 184.02 Date: 8/30RECLiVtL) Project Name: Interstate Roofing AUG 31 2017 1111 1111) Subject: Minor Modification—Site Vacation Revision CITY OF TIGARD PLANNING/ENGINEERING By: Colony Weyrauch 15895 SW 72ND AVE To: City of Tigard —ATTN: Monica Bilodeau SUITE 200 PORTLAND, OR 97224 Please see the attached application and updated grading and site plans requesting modification of PHONE:503.226.1285 the approved site plan at the vacation along SW 74th Ave. The applicant proposes to revise the FAX:503.226.1670 interior parking lot layout to align with the vacation of 15 feet along SW 74th Ave. The parking INFO@CIDAINC.COM along the East property line will shift to account for the increased onsite area and allow better WWW.CIDAINC.COM alignment of parking as well as facilitate future development of the site's Northern parcel. The modification reduces the landscape along the East property line but still meets the City's landscape and buffer requirements. Below is a summary of statements related to TDC I 8.360.050.B I-I 1. An increase in dwelling unit density, or lot coverage for residential development; Not Applicable —project is non-residential and revision has no impact on density. 2. A change in the ratio or number of different types of dwelling units; Not Applicable —proposed is non-residential and revision does not impact unit ratios etc. 3. A change that requires additional on-site parking in accordance with Chapter I 8.765; Not Applicable —proposed revision shifts existing proposed parking reducing landscape and widening drive aisle. 4. A change in the type of commercial or industrial structures as defined by the Uniform Building Code; Not Applicable —proposed revision to site areas does not impact the building or site as defined by the OSSC. 5. An increase in the height of the building(s) by more than 20%; Not Applicable —proposed revision does not impact structure heights. 6. A change in the type and location of accessways and parking areas where off-site traffic would be affected; Not Applicable —proposed revision has no impact to site access, but improves maneuvering within the site by widening the drive aisle and aligning parking areas. 7. An increase in vehicular traffic to and from the site and the increase can be expected to exceed 100 vehicles per day; Not Applicable—proposed revision has no traffic impacts or increase/decrease in trips. ARCHITECTURE 8. An increase in the floor area proposed for a nonresidential use by more than 10% excluding ENGINEERING expansions under 5,000 square feet; Not Applicable—proposed revision has no impact on the building's square footage. PLANNING INTERIORS 41,,‘ r ppopenspaceopen P 9. A reduction in the area reserved for common and/or usable space which reduces the open space area below the minimum required by this code or reduces the open .37 space area by more than 10%;61 Not Applicable —proposed revision reduces overall landscape/open space by 1.3%. Required landscaping and open space minimums are still met. 10. A reduction of project amenities below the minimum established by this code or by more 11111 than 10%where specified in the site plan: a. Recreational facilities; b. Screening; and/or 15895 SW 72ND AVE c. Landscaping provisions. SUITE 200 The proposed revision does not impact recreational facilities. PORTLAND, OR 97224 PHONE:503.226.1285 The proposed revision does not impact screening on the site as there is no screening required FAX:503.226.1670 from the adjacent parcel nor does the change impact screening of equipment etc. INFO@CIDAINC.COM WWW.CIDAINC.COM The proposed revision reduces landscaped areas on the site. The reduction of approximately 2,092 square feet results in a minor reduction of the overall landscaping percentage by 1.3% on the 158,577 square foot parcel. The site currently exceeds the minimum 25%landscaping requirement and will still exceed the minimum with the 1.3%reduction. I I. A modification to the conditions imposed at the time of site development review approval which are not the subject of paragraphs I through I 0 of this subsection. Not Applicable—proposed revision does not impact any conditions of approval from the site development application. ARCHITECTURE ENGINEERING PLANNING INTERIORS CITYOFTIGARD,OREGON TIGARD CITY COUNCIL RESOLUTION NO. 17 - G A RESOLUTION INITIATING VACATION PROCEEDINGS TO VACATE A PORTION OF PUBLIC RIGHT-OF-WAY ON SW 74th AVENUE WHEREAS, an approximately 2,502 square-foot portion of SW 74th Avenue had previously been dedicated to the public; and WHEREAS,the applicant has requested that the City of Tigard initiate vacation proceedings to vacate this portion of public right-of-way;and WHEREAS, the said portion of right-of-way may no longer be necessary;and WHEREAS,the Tigard City Council finds it appropriate to initiate vacation proceedings for the requested public right-of-way. I I NOW,THEREFORE,BE IT RESOLVED by the Tigard City Council that: SECTION 1: The Tigard City Council hereby initiates a request for the vacation of a 2,502 square foot portion of public right-of-way commonly known as SW 74th Avenue,as more particularly described and shown in Exhibits A and B. SECTION 2: A public hearing is hereby called to be held by the City Council on August 22, 2017 at 7:30 p.m. in the Town Hall at Tigard City Hall, 13125 SW Hall Boulevard, within the City of Tigard,at which time and place the Council will hear any objections thereto and any interested person may appear and be heard for or against the proposed vacation of said public right-of-way. SECTION 3: This resolution is effective immediately upon passage. PASSED: This 5 4-h day of 9.L(.lji2017. I May. -City of Tigard .A.TIEST: City0-M-7M,dy&L__ Recorder -Cityof Tigard RESOLUTION NO. 17- 36 Page 1 ANDY PARIS & ASSOCIATES, INC. Registered Professional Land Surveyors 16057 S.W.Boones Ferry Road Lake Oswego,Oregon 97035 Ph: (503)-636-3341 Fax:(503)636-0477 DATE: May 1, 2017 Right-of-way Vacation FOR USE ON LEGAL INSTRUMENT EXHIBIT"A" A tract of land situated in the Southeast one-quarter of Section 12, Township 2 South, Range 1 West of the Willamette Meridian,City of Tigard,Washington County,Oregon, being a portion of Lots 16, "FANNO CREEK ACRE TRACTS", Washington County Plat Records, being more particularly described as follows: BEGINNING at a point on the Northerly line of said Lot 16 that bears South 89°51'48" West,a distance of 60.03 feet from the Northeast corner of Said Lot 16; thence South 02°05'16" East,a distance of 166.80 feet to the Southerly line of Said lot 16; thence along said Southerly line, North 89°51'48" East, a distance of 15.01 feet; thence North 02°05'16" West, a distance of 166.80 feet to the Northerly line of said Lot 16; thence along said Northerly line, South 89°51'48"West,a distance of 15.01 feet to the POINT OF BEGINNING. Containing 2,502 Square Feet,more or less. REGISTERED PROFESSIONAL LAND SURVEYOR i'rr OREGON JANUARY 15,1987 HAROLD P. SALO 2264 I . EXHIBIT B RIGHT-OF-WAY VACATION BEING A PORTION OF LOT 16 "FANNO CREEK ACRE TRACTS" IN E SE 1/4 SECTION 12, T.25., R iWP, W.k CITY OF TIGARD WASHINGTON COUNTY, OREGON MAP 2S 1 2ACTH1 1 �-. TAX LOT 1600 LOT 17 - S 89'51'48" W 60.03' Ct LOT 16 15.01' 1 j NORTHEAST LJ.. POINT OF CORNER CO BEGINNING LOT 16 V J CO 25' 20' a. v! b ID - S co m >- I to Q FL x., RIGHT-OF-WAY --J 0 G VACATION , C 2,502 S F. 1 Q Li 3 N iC0 (0 r MAP 25 1 7AG CC� in TAX LOT 1700 0 p • 1—N N 0 o in 2 1 0 Cl) w J 1500' • w z 0 w LOT 16 15.41' Et MAP 25 1 2DB LOT 15 N 89'51'48" E 0 TAX LOT 500 I REGISTERED 1 PROFESSIONAL • SURVE OR Ad .,-E • ANDY PARIS AND ASSOCIATES, INC. JANUARY 15, 1987 16057 BOONES FERRY ROAD HAROLD P. SALO LAKE OSWEGO, OREGON 97035 2264 PH: 503-636-334 EXPIRES: JUNE 30, 2018 PROJECT: 15075 DRAWING. 15075£X2.0WG ADDITIONAL DOCUMENTS RECEIVED SEP 2 6 2017 rititi AA I afghan associates,inc. CITY GF TIGARD ENGINEERING PLANNING/ENGINEERING Interstate Roofin STORMWATER REPORT & CALCULATIONS 15065 SW 74th Ave. Portland,Oregon Updated September 25, 2017 March 03, 2017 March 18, 2016 PROJECT NUMBER: A15156.11 AAI Engineering 4875 S.W. Griffith Drive Suite 300 Beaverton, Oregon 97005 PH 503.620.3030 FX 503.620.5539 EMAIL: craigh@aaieng.com Interstate Roofing TABLE OF CONTENTS I. Project Overview II. Water Quality Design III. Basin Maps IV. Water Quantity Design V. Site Layout and Swale Calculations VI. Downstream Analysis VII. Details VIII. O&M Interstate Roofing I. Project Overview Interstate Roofing Project Overview The Interstate Roofing project is located at 15065 SW 74th Ave. in Portland OR. The existing project site is 156,900SF with 98,528SF of impervious area consisting of buildings, asphalt concrete and gravel surface. The project will be disturbing about 45,400SF. The on-site post construction will finish with approximately 83,980SF of impervious surface. The proposed improvements will decrease the amount of impervious area by approximately 12,900SF. The proposed area treated by the proposed swale is approximately 48,750SF of combined existing and proposed impervious surface. The project is proposing a water quality vegetated swale to treat the site runoff before it drains to Fanno Creek. The proposed building runoff will be collected by downspouts and the new site parking has been graded to collect runoff in catch basins. The gravel yard will be maintained as much as possible with limited grading to blend the new construction into the exiting grades. The water quality facility was designed based on the latest Clean Water Services (CWS) manual. Grading in pervious areas is designed to limit erosion potential and match existing elevations at property lines. Conveyance piping is sized to handle expected flows from the 25yr design storm as specified in CWS Design and Construction Standards Manual, June 2007 R&O 7-20. Please see the attached calculations showing that the on-site stormwater system and "by-pass" system meets the said requirement. The offsite improvements consist of a half street improvement with 16.2' of paved asphalt, curb and gutter and a new 6-foot sidewalk, consisting of approximately 12,420SF of new redeveloped area. One new catch basins will be installed in front of the interstate roofing project site and will be conveyed to the south to an existing catch basin. Due to limiting right-of-way and existing conditions, stormwater management will be addressed downstream of the project site and consist of constructing a roadside water quality swale. The water quality swale will treat the frontage on the interstate roofing project as well as the roadway and frontages of the two southern lots. The water quality swale will treat the frontages and then be conveyed to the flows of Fanno Creek. Please see the attached calculations showing that the off-site stormwater system and "by-pass" system meets the said requirement. Interstate Roofing II. Water Quality Design Interstate Roofing Water Quality Design Onsite The project is within the CWS jurisdiction for stormwater management and will follow the CWS Design and Construction Manual. The proposed project will capture runoff from the new impervious areas using downspouts (roof) and catch basins (AC and concrete). The runoff will be conveyed to a new water quality swale to be constructed in the SW portion of the site just west of the edge of the existing gravel area. Approximately 25%of the existing impervious area(gravel) between the proposed building and swale will flow to the swale. The existing runoff will either overland flow to the swale or be conveyed through a perf pipe. Minimum requirements for a WQ swale, per the manual, are 2'wide bottom, 100' long, 0.5% min running slope, 3:1 side slopes and a residence time for WQ flows of 9 minutes. The project is proposing to construct a WQ swale with all the physical characteristics mentioned above and will result in a residency time of 14.05 minutes for the WQ flows. See attached Bioswale calculation sheet to verify the stated design. Facility Type Size (10Area Treated IA Treated Discharge (sf) Point Private Onsite Vegetated 100 Asphalt/Roof 48,750 Fanno Swale Bioswale Creek Water Quality Volume (WQV) = 0.36in.x Area 121/ft.' 0.36in.x 48,750 ft.2 121/ft. Water Quality Volume = 1462.5ft' The Water Quality Flow is the average design flow anticipated from the water quality storm. Water Quality Flow(WQF) = WQV 14,400 sec. 1462.5 ft.3 14,400 sec. Water Quality Flow(WQF) = 0.102-11 c=0.102cfs The proposed onsite water quality swale has been sized to treat additional area if any future development is proposed. This will meet the same requirements mentioned above and will equate to a residency time of 13.92 minutes. See attached Possible Future Development Interstate Roofing Bioswale calculation sheet to verify the stated design. This swale can treat 62,300 SF additional impervious area if future development occurs. Offsite The offsite improvements will treat the offsite runoff in the same manner as the onsite improvements. The swale will have a 2' wide bottom, 100' long, 0.5%min running slope, with check dams, 4:1 side slopes for WQ elevation and 3:1 to match existing grades, and has a residence time of 9.82 minutes. Facility Type Size (10Area Treated IA Treated Discharge (sf) Point Public Swale Vegetated 100 Roadway 12,420 Fanno Bioswale and sidewalk Creek Water Quality Volume (WQV) = 0.36in.x Area 121/ft.' 0.36in.x 12,420 ft.2 12 iry Water Quality Volume = 372.6 ft3 The Water Quality Flow is the average design flow anticipated from the water quality storm. Water Quality Flow (WQF) = WQV 14,400 sec. 372.6f/.3 14,400 sec. 3 Water Quality Flow(WQF) = 0.026 ft sec=0.026cfs Interstate Roofing III. Basin Maps 1 LEGENDS f \ PROPERTY LINE — GRAVEL SURFACE • ASPHALT SURFACE z l I ^ - ` '. .. <�"c ft..„._,:,, __..2 //`?� I I "��.�• RTrY:.„____:_____ _ it 7 /4 ------_______--- /��`-- j r__,_, )40 A _.: ._:___ ..„:e1 I. I AREA, SF ,[1L N' —, --- Y' u,s r / i L TOTAL 156,900 / / \ ^\ 6 / -8/ i v® A' 1 '1 AREA — z `�.r — _ { IMPERVIOUS 98.528 Wite--@ ,. N. '13 % —t-e �' .� - t HE-w b• ; _ 58,372 �. — f � { �a l \ PERVIOUS 41 e—r o— - '�` v - a r, \ <s ( oI, j 10 �� 1, 101, _ "�` I I- I __ / \ �� 1 g ii s ��..� d as ;W �.., 'w _,r/ \ MAPLE''t-'1 a 6 i ti ` W 9 ft # '"" o o NORTH 0 I 7...........,,,,,,iiiiiii,,iiiini,,,i»iii,,,,..ii.,,,ii ii,,,,, .� ' caws/WM a GRAPHIC SCALE 60 0 30 60 120 240 1111 IM Milli - IM I ( IN FEET ) 1 inch = 60 ft. AFGHAN ASSOCIATES INC. OATS: 02/03/77 © SHEET TITLE THESE DRWINGS ARE 2017.ALL RIGHTS RESERVED I Numb colsPROPERTYAOF AFGHAN THE Ripon °"°��inc. INTERSTATE ROOFING CHECKS _«� ASSOCIATES.INC.AND ARE NOTTOBEUSEOOR ENGINEERING EXISTING BASIN MAP $CALfs ad IIRMI Ofil REPRODUCED IN ANY MANNER, E XAl EXCEPT WITH THE PRIOR 4875 SW Griffith Drive Suite 300 I Beaverton,OR 97005 JOS NUYSER. WRITTEN PERMISSION OF 503 620 3030 teI I 503 620 5539 fax I www.aaieng.com AFGHAN ASSOCIATES.INC. A18155.11 LEGENDS__ �, ®...e. g t OI \I PROPERTY UNE — �mr uu/4 _ o,I, BASIN AREA _ �d,1� T ' mss-_ ,m,y _ I .,�'-.:::.."/7::. .:. ..� ,—�:_.,.,,..., j�t EXISTING GRAVEL r, > ✓_ - .:....��.•,;,> :.;... Illi SURFACE ' '• ��" ;.,��, i �$y PROPOSED ASPHALT �_-.••<?t., 1:�?� v •- -.� .yam• I ��l /r rl� 1 SURFACEZ:tf•:':Y:�"r. ;.:: / iiva , j:. .�' I I IP A K 'a.: t::,2 \ T----- ;-:: T. ': I I `x i_:''. PROPOSED CONCRETE ;::7:•w''. •.'. "c:::1- SURFACE •'': •:'.s.,.� 11P a poi, IF pile ..:4.t.,:,.. yiefil& (L9 "DC !.I lE��arill •'•,, '"""'• / i lillIVA;II ^ I BASIN AREA PROPOSED TOTAL 517E AREAS • J sa'.-�. I ' BASIN 1 BASIN 2 AREA, SF Tpr;:,-; gli.„.. W(‘'‘,1111011111 ff.-.'-.....-....,....7):7.... ..,T...1_.....,....: , -v 1.grailms...:•.:1,,,::..=1 ,- ':::-e..- _ --- :-•••:-V:..-:. .a`'•-'' r MAME I 47,153 9,960 TOTAL SITE 156,900 .. \ \' \ \\- : _ : :d ,• �, ±A .. TOTAL BASIN AREA \ \ �Lrenzz atR�w.■■■carat ,�a AREA `•t i IMPERVIOUS 83,980 i '' ►, ` , :. fl s 40.348 8,403 PERVIOUS 1 \ \\� ., a �/ , ,-..:4---r III ,-I* IMPERVIOUS 72,920 \\ \� :e�. �, 6,805 1,557 r�r � ��, Wo::„�.: 1 PERVIOUS (I '�f_' \ `•. is RE-t4725 ,'�-. `;., M„yJ IS-- \\• \liri\ \ `SKr 1.• VII I I U• NORTH \ \\ ‘ — 41.7 op I 15-_, --e---4\6-4 ! \ . = ____ 0 BASIN 1 01 GRAPHIC SCALE Ii e00 30 60 120 240 ( IN FEET ) 1 inch = 60 ft. ©AFGHAN ASSOCIATES INC. DAT02/03/17 2017,ALL RIGHTS RESERVED L THESE DRAWINGS ARE THE AAI afghan associate:,Inc. INTERSTATE ROOFING .1. COMBPROPERTY OF AFGHAN CHECOUIDe COM Ex . 2 ASSOCIATES,INC.AND ARE NOT TO BE USED OR ENGINEERING 110ALlb rab EXCEPT W TOH ITHE PRIORN ANY NNER, 4875 SW Griffith Drive 1 Suite 300 1 Beaverton,OR 197005 PROPOSED BASIN MAP ,o.III,,. CIO WRITTEN PERMISSION OF 503 620 3030 tel 1 503.620.5539 fax I www.aaleng.corn AFGHAN ASSOCIATES.INC. A1111N.11 It I O J 5� \\\\\\\\\\\\\\\\\\\\\\\\\\\\\• W O 1g m O W ± mrry-r.r NO/T-4,01Y wwr-441,-411V W _� � �/) IJJ 10+00 I X 04-50 `/�_ .k X 00 /_��11 "1 si'_i 12 00 0 1 13. 50 0� 14 50 i w w _ w—�� ` —` _;• ��ff" w `w w w w w — w w v s�I-�i- -��'7Y'1��7if iir- Iii i �� Q LEGENDS ,.� PROPERTY UNE w > ♦ ' •;.. j:• BASIN AREA 0 OD ROPOSED SWA U.J . �� :—^ . 1 -*:-.;.-, ,v.;%::.. .,, .,; VI • ��may:��r. ,. \ W PROPOSED ASPHALT • • 15+QT. .:1: _-,15#Gf•;'; :1:•, }.6 00 1 � _�� p� .17 �:1- ;1 e I �g� SURFACE _ I-- c74111 AVE. — PROPOSED CONCRETE ° d Q . • _ SURFACE 4 4 Ilgvr4-WY r= ,,� d OREGON ELECTRIC RAILWAY(S.P.&S.R.R.) NORTH 0 GRAPHIC SCALE 30 a ,s 30 eo ,m TOTAL AREA TREATED BY PROPOSED PUBLIC SWALE: 12,420SF ( INFEET ) 1 inch = 40 ft. ©2017,ALL RIGHTS RESERVED sew TITI.t I :IP THESE DRAWINGS ARE THE afghan essaeiate:,inc. OIIAMIiPROPERTY FINTERSTATE ROOFINGASSOCIATES.INCGAND ARENOTTO BE VSED OR ENGINEERINGRIGHT-OF-WAY BASIN MAP �,,.�*REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR 4875 SW Griffith Drive I Sutte 300 I Beaverton.OR 197005 WRITTEN PERMISSION OF 503.620.3030 tell 503.620.5539 tax I www.aalerg.com AFGHAN ASSOCIATES.INC. A1016e.11 Interstate Roofing IV. Water Quantity Design Interstate Roofing Water Quantity Design There are no detention or flow control requirements for this project as the flows join Fanno Creek directly after the private and public WQ Swales. Interstate Roofing V. Site Layout and Swale Calculations Onsite Vegetated Swale Equation Water Quality Flow 0.10 cfs Depth 0.274 ft Mean Residence Time 13.92 min n� 1 r Q= (0.36 in) (AI sq.ft.) Per CWS Design (12 in/ft)(4 hr)(60 min/hr)(60 sec/min) Standards (2007) Q Water Quality Flow 0.10 cf Ai Impervious Area 48750 sf B Base Width 2 feet m Side Slope 4 :1 D Depth* 0.27 feet Ac Cross Sectional Area 0.85 sq ft Pw Wetted Perimeter 4.26 feet R Hydraulic Radius 0.20 feet S Longitudinal Slope 0.005 ft/ft n Manning's Roughness Coefficient 0.3 Vi Velocity(WA) 0.12 ft/sec V2 Velocity(Manning's Equation) 0.12 ft/sec L Length 100 feet t Mean Residence Time 13.92 min * Depth is determined by iteration to satisfy the equation Q/A=Manning's Equation ..P.Ra N \cti ,OIAT4 i as.86 rc \��i``,� I y�� -- 145.36 TP ` 146.17 TC i .. I r" ' \ T- 2 145.50 TC 145.67 TP I alwwi v+om /� 145.00 TP 143 ,� �1w.32 Tc i LEGEND IINSTALL YIOOOEN SPOT RAIL FENCE i 145.41 TC 145.82 TP I A IM1N CWS VE TATER XpRI 1{4.91 ro 45.66 TC __ - _ -EXISITNG INTERVALS 102 \l 1{/.90 1P 145.79 TC NEW CONTOUR--5 FOOT INTERVALS X100 y 1 I 143.31 TC I'1 145.29 ro FENCE UNE ?: �, 144.81 TP 1 1 1 Iii f f / I _ e . 1 /V- 'f.• 7•0 S I ( 81 SPOT ELEVATION MUD I W Ii -4- r� ,,,,,,ii I 1n0.5 1 I:� TOP FACE CF CURB ELEVATION /TC z�5 J ='orf !93 '_ W I I -I>- :TT�I� III 143.48 TP \�1YP 146.00 TC 1 TOP Of PAVEMENT TP Z 3= / / `\` - I ��,-, a\I 1,----- , � ,_ 145-50 TP �I I ,ij �� TOP OF WALL 7w W g- 1 146.16 TC 8 1 / / /�� J 1 1 145.66 ro. I 1{6.74 TC I 1 i 147,233 TC BOTTOM OF W.I. BW m$ / / ____.7.....1/ � • I 146.24 ro 46.7s TP ^Y I �§ / /�/ T‘......-'-'-''' i ��, 143 zsrw 1,p/ ; GRACIE c I - 118 _ II�� X11 / I'\ DOOR JAMB (DJ E / „,/ �/ ,y'�/ SURFACE- GER 147.737W 146.13 ro u-%_'. 1��6_49 ro T46.a7 TC 1 �1 " / EXISTING 6 O hti w VAAGErT EASEMENT TO / , /, _ I `r ^' CLEAN WATER SERNOES , 14J.73BW 1111 _'.146.21 TP 145.97 771 11)1/ I I 147 = 146.7a TC I CATCH BASIN • 1 /� / • _ 146.24 TP 146.32 TC /L ^ L \ / , 14821 TP .. 116.61 ro. _ 14399 ro 145.82=1`''• yd\ •` - . - -� /-'71-- • I --\ -- # I a ✓+ r s '1{8.73TW /3! 147.18 TC T 146.25 TC I Q �#\ \ --1�1 ;5 R ^ti n ''. x ►148.30 TC gkew-� 146.68 TP ry,Li 145.7 TP GENERAL NOTES z / ! ( < 143.758W• 147.80 TP ■!tl'ASI\ \ \ `'' Ill 133.1Z511 / / 'lia �I I•1 I� / - - I I 135.00BW i 147.02 ro __ - 14...•ro A� '. C L' 1. ALL wpm SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION,THE r 1 © \ ` \ ................ .. _� 147.18 146.17 TC I GEOTECHNICAL INVESTIGATION FOR THIS PROJECT,AND THE PROJECT SPECIFICATIONS, 1.1.) �\ • I .-�, 146.8 145.67 TP I \ / I I �11 1 I 2. THE CONTRACTOR SHALL HAVE ANLL SET OF THE CURRENT APPROVED O ` l •/,' \ • I►! 148-09 TP 147.03 TC I` CONSTRIKTION DOCUMENTS INCLUDING ADDENDA ON THE PROTECT SITE AT ALL TINES. 1 ` R D TORM AND \ 1 .751w i , 146.53 TP I O ACE WATER •�'\\\ SITE A `_ 146.29 ro I45.5131 I 3. ATTENTION:OREGON LAw REWIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON 0 k ANAGEMENT EASEMENT,TO\ \.\,\ i ::l', / \ I, UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0001 ` �._11 CLEAN WATER SERVICES \, {BY OTHERS --lip 146.33 ro 11 1 CENTER. 952-001-OD90.YOU MAY OBTAIN CORES OF THE RULES BY CAWNC THE ill •3(- \ ; `,1 R, •\ - ` ® Tl�•{J-7 gl NOTES THE TELEPHONE NUMBER FOR THE OREGON UTUIY NOTIFICATION CENTER 19 W { r 1 � � 11`• 147.67 TC I I (503)-323-1987. rl d I � 147.17 TP 1 I i 1, 1` FENCE WITH CPS VEGETATED - - \ 4. TILE CONTRACTOR IS RESPCNSELE FOR COORDINATION OF PRIVATE UTLmEs SUCH �1 I /$` CORRDOR 4CNACE PER \ F - '\ FFEw147.23 j I�'r I 1 1 AS GAS TELEPHONE,POWER,CABLE TELEVISION,ETC. CONFIRM VAULT LOCATIONS w / I CWS DETAIL 790 ON L3.1. �!\ 135.25 • V S •` T v i 1{7.03 TC I WiN ENGINEER. r SFE ARCHITECTS PLAN F011 - 1 �- El cl / MORE DETAIL ON FENCE. -,�� - \ `� 146.53 ro S. 114E CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF E l t // 1' ''-'R 1`'-,. 147.333 TC ill, INTERVALS. CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REWIRED Ci) \ +: t\\, \ 146.85 TP ,111 INTERVALS. 24-HOUR NOTICE IS REWIRED. (24 /1 \ \\ \ \ 147.25 TC 146.98 TC .1 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SURVEY II C ,,,. \ \ Ga I \ - �.,147 _ 146.75 TP 146.48 TP I PREPARED BY ANDY PARIS AND ASSOCIATES,INC.DATED JUNE 11,2015. 1 1I� Jn ,, •• T W 147,02 TP\ 147.69 TC 147.16 TC I 7. i1N15N GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE GRADES I��• �y '�'^"� \ ✓. .�.,;.: -.,� \ _ 1'147.19 TP 146.66 TP i� z 'J 1r° SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH GRADE. -x-- -x-x�x-x- 1 1i) CONTRACTOR TO ALLOW FOR PLACEMENT OF REWIRED TOPSOIL IN ROUGH GRADING. ®1H. 8. GRADING ELEVATIONS AS SHOWN ON RTE AND LANDSCAPE PLANS ARE FINISHED r-- -- -- -- 139.50TW 147.75TW - -- -- -- -- -- I GRADE WHICH INCLUDES SUBGRADE SOIL,TOPSOIL,Soil AMENDMENTS,ROCKERY AND 1•.,-A L 14. ,A LRUNOFF PROTECTION CONTRACTOR IS RESPONSIBLE TO COORDINATE GRADING w1TIH I 138.508W 142.205W IRK BOTH EXCAVATOR AND LANDSCAPE CONTRACTOR. til CONSTRUCTION NOTES GRADING PLAN Mel EA INSTALL WHEEL STOP PER OCTAL 8 ON SHEET C3.0. iI I DAZE 08/13/15 'I w DRAWN: NWS c1aCI®c CNH GRAPHIC SCALE I 'I FILL A15156.11.CI0 NORTH s • N s w w RrbIOfRB: © GRADING PLAN ::: MIIMOIN MEM ___ *CALM T.BO' (BN MT) p 1 loch.30 R R ©sµiA n�s••"0.i•o•o a UTILITY STRUCTURE INFO IMMO 1••••••111 AA 6A. "'°" A CB7 CB3 MH1 Fl OW CONTROL SHEET F RIM-146.06 RIM-145.45 RIM.139.75 e146.135 ML114.26 C1.O 1 T R JOB NUMBER: 3 08/15/2017 - STREET VACATION A15156.11 = 7 ImIlmwpmmin 0P.-4‘54."RaC? /CNr: .100.4 Nam - ,,,/.,,,,1 I „ I I `I�1'I LEGEND PROPOSED EDDST11w l// __ L■� 1 SANITARY SEWER UNE E s-er5'4B'W 4S6.S4' ___Z__`__ e" ' t sT0101 sEMER LINE 1 "! �11k„ ` PERF STORY SEVER UNE 50 = r / 1 - FIRE WATER LME d' \YII 1 00YES11C WATER UNE W _ / / _try , W I OVERHEAD ELECTRIC LINE a #w_l / NATURAL GAS LINE G Z B4 I I r I ) / / I I?�1 FENCE UNE - y 1 I \ / , -I gIIIINVERT ETEVATION IE-10000 Z iq DOSING (E) LIJ ISIGNAGEPERCWSDDFFTAIL•790 pl � iI/ \ SHEETR3.1.SEE ARD=CTS/PLAN II I I DONN SPOUT PDS 4 I / A FOR YORE DETAIL 011 •^III _ I ! 1� 4I( . i I I! I ' i CATCH BASM OUT TOJ ET _ I 1 1 i / I I I I - • I h GENERAL NOTES I , j r �� ' �I \ I . I 1 I I. SEE SHEET R0.0 FOR PRIVATE SITE,WATER OUAUTY PLAN GENERAL SHEET iI NOTES. / �// I � -/ O / I ( 'I I 2. WATER MAU,SWALE PER CWS DETAILS 700,710,AND 798 ON SHEET R3.4. ni / / / . / / a /// �rY,� __.-�PO a III) J. CONSTRUCT TEMPORARY IRRIGATION AT SWALE AS NOTED ON CNS DETAILS / / // 1, / / / 1 II �'{ `1 7,....710 ON SHEET R3.1. ��L / / • \ ;.,��,,' =i ll I I II PIPE INFO WATER NOTES z Pte* ~ \ \ 1 '� J[+Ti6w 20.01�!f' hI y1 O e3.5LF e•PVL a.0% ❑A CITY WATER DEPARTMENT TO INSTAL 1 1/2' g __ • L2 I'I 1661E ePYC 06.1% WATER PETER PER DETAIL 521 ON SHEET ur \ 1 _ -_ /_� �- 1:) II11 ® R3.3.SCHEDULE INSTALLATION CF WATER O --*-7'11 l-•LI / fRr! .I., LA__ IIII1I C)13 enr 10'PlC 02.D% KIER NTH OTT OTUTY BILLING DEPARTMENT AT MC 4-I / \ \,�-.. 111 / I I I / • �0lg4� �«: I i" L t ®1D2.2LF 10'PVC 03.9% CONTRACTOR TO SUPPLY�dMRECT BOXR IS Y O N (.. , / .. ...............EV�Ig VV"" 37.7IF 6-PVC 01.0%YM. TYPE FOR PETER PLACEMENT. >TP ‘'Z' \ / /Y +*,� •. is ®43.4LF 10-PVC 06.1% B❑INSTALL 1 1/Y DOYEgE7 Od/BLE CHECK �.) <IT \ 1 I 'el' I As5ET9LY.SEE dTv OETNL TING N0.SJO L Z 11 1 N \ r I / \ w` ..4 I I ®50.1E 12'PERF W00% ON SHEET R3.3 - 1 l \ / I 5 70.ILF 6'PERF 00.5%YM. ©INSTAL RIMWRCN DOUBIE CHEC%ASSEMBLY CO Q i O2,e« \. c•\\\ 1 ` v \ I (SEE LANDSCAPE PLANS FOR YORE DE NL) ;0 11 k , \ ` -- _ 4D u r ED t 1/2'DOMESTIC WATER LME C� O g- N•11 PLAN.'FOR WO ; \\\ "' _/ 11, '� 1- I I la I O 1 1/2�Dp1ES71C WATER STUB �1 "'o 'N ' PLAN TING--PLAN \ t�0.3LF e'a 5.4% �"'I .. I p Q II �e 1 STIWNG BASNLP II ® �!.(] V1 L7 r E-133.00 \; o SANITARY NOTES P. I,^ / •',X _ I` I,I 7.\ FEE-117.25 a g • O Ig/ // pSCH'\-132.50 y V��..., 1171 ..a I'\ \ I� 1 ®CONNECT TO EDSRNG SANITARY LITERAL l/ 111,I rN;T Y!L APPotOXIYATE LOCA710N OF1/+,I+ / % `4:.. ,- .‘,......,,..,,!,,„,4.,,... Tf� �" I\ , 1 EMUTM Y N PER OLE TO AI-�IIcawwwedi \ ` JIT, VERIFYARauTrnil�NonirEANONGYtNEER�K°F CORRIDCN SIGNAGE PER \ `�,;_^0 11 I / Q MS DETA L 790 ON R11. y\ ;'' \ \ RECORD OF ANY DISCREPANCIES. I.y I s SEE ARONTFx75 PLAT FOR \ \\ -t �� 1..\ _ L R ® PVC SAN 02.0% YORE DETAIL ON FENCE. ti .,, \` II y -� 1 '+. ¢ i g\4T f < r\� \ .�i G'k I ®4'SAN SRAi __ ,.._- _ ;III IE-T w.SD 5.O6• - __ __ 5 8951'4}'W 489.%_-- -_ ,! _--- - v al UTILITY NOTES I ® CA5 LINE LATERAL DESIGNED BY OTHERS. • 1 1 g FLp • UTILITY STRUCTURE INFO PRIVATE SITE w1TeF QUALITY PLAN # TROL RIP-146.06 M 145.46 RIP-39.7�� IE=143.04 IE=142.9§5 E IN=13129(14' ) 1 173.1,6 PVC 01,0% 35.01F 6 PVC 04.1% IE M-1 JJ.29 6 SNE)E IE OUT-133.9(6 L16 DAm 02/25/16 *�2 cgs IE WT-133.50(1 D'SW) I III RIP-146.05 RIVI-t u.26 SUMP-131.29 DRAMA PSP IE-143.55 IE-111.70 CHIMER CNH I I II 35.0LF 6'PVC 03.9%129.7LF 8-PVC 01.D% 'I nut A15156.11.R20 NORTH GRAPHIC SCALE RWVi01oRR V UTILITY PLAN lw! CITY REv.04/10/16 OCALE T•00 (81 MT) R2.0 J011 NUM= 115156.11 3/16/2017 - CONSTRUCTION SET Offsite Vegetated Swale Equation Water Quality Flow 0.03 cfs Depth 0.067 ft Mean Residence Time 9.82 min 1 � D e'dQ= (0.36 in) (Ai sq.ft.) Per CWS Design (12 in/ft)(4 hr)(60 min/hr)(60 sec/min) Standards (2007) Q Water Quality Flow 0.03 cf Ai Impervious Area 12420 sf B Base Width 2 feet m Side Slope 4 :1 D Depth* 0.07 feet Ac Cross Sectional Area 0.15 sq ft Pw Wetted Perimeter 2.55 feet R Hydraulic Radius 0.06 feet S Longitudinal Slope 0.05 ft/ft n Manning's Roughness Coefficient 0.3 Vi Velocity (Q/A) 0.17 ft/sec V2 Velocity(Manning's Equation) 0.17 ft/sec L Length 100 feet t Mean Residence Time 9.82 min * Depth is determined by iteration to satisfy the equation Q/A=Manning's Equation 145 -.1+5 41. ler...•/3•A. 140 +0 _ -- 1 .8 EG co O __� `.-. a't _�� -_'--_ 4 W 3A --r - Q Z Z_Y _ __ - - EG O EOP J i_ 135 - - �� • 135 i` Z W 1T 3 133 } I0+00 10+50 11+00 11+50 12400 SW 74th AVE PROFLE 10+00 TO 12400 .QALR/RP.tb7 YIT.2* 6 I (9 02 11 r r 1 .78 TN A ti",:,,A3 /-11 - Z -- -`—--—--—- -_ -�- 139 -_-—-- — ©— W 4....—-_ -- iJp 1 W INIMNIllab--:j1k1W pl E 1I LF-,2'50 _ �� w a ❑ .z99x �e � m -1cr, , z so Au, m l x W 7j_, g Iw 8: o EDGE OF PAVEMENT �I 6 \ W SW 74TH AVE `. \ z0 W 15 ?F, • I « —« « « Ni — « (PUBLIC STREET) -- - «1 « • « --- « Q r R. • ■ SW 74th AVE PLAN 10+00 TO 12+00 SHEET NOTES PIPE LABELS GRADING LABELS 1. 119RK HOURS ARE FROM TAM TO 7PM DART UTILITY LENGTH 02LLfd11 COMMA 2. ILL'ADRK TO BE PERFORMED 81 CONTRACTOR UTILITY 9ZE SPOT ElEVA1KMN LEGEND E106TIq Fr-UTRITY TYPE 1 DES ES:17'LISTED�LDW %% CONSTRUCTION NOTES Fr— D�EsavnaN MEANS ro MINOR CONTOUR —702 - -1'12- - XX,-%%'10 %%.%% %% MAJOR CONTOUR •OO — —100— — A 0, INSTALL MITERED OU1FALL WITH GRATE PER DETAIL I/A3.4. SW 741H AVE FLAN k SANITARY SEWER UNE - - ,s 5•K.%K% ,E G INLET NIERUNE PROFILE 10-KID TO STORM SEWER LRE ® GD 02 CWSTRUCT 100 FEET WATER DUALITY'SOURCE OTH 2.-WIDE L DW DRIVEWAY 12+00 DOMESTIC WATER UNE w BOTTOM PER 0115 DETAIL 700 AND 710 ON SHEET R34 AND SLOPE(MERE APPLICABLE) EO EM'VEWAST1NC GRADE FIRE WATER LME CONSTRUCT DEO,DAMS ACROSS WATER OU.W,SWALE OVERHEAD ELECTRIC UNE nu EVERY 20 FEET PER CWS DETAIL 610 ON SHEET R3.4.SEE E07 EDGE OF PAVEMENT FG FNISN GRADE NATURAL GAS LINE G CWS DETAIL 796 ON SHEET R3.1 FOR BLENDED SOL STRUCTURE LABELS G OJT. DAT.. 02/25/10 E RIGHT-OF-WAY —--—--— —_----- SPEC6ICATIONS OF SWALE. TC TOP Of CURB SP CENTERLINE - UTILITY 147E(50=STORM DRAINAGE) 17 TOP OF PAVEMENT p0(,qon CNH ED � GE OF PAVEMENT O3 ..• • WA -•.., 1 SWAE. SAWCUT -————- A 04 REMOVE 035182 CULVERT PIPE A00 INSTALL NEW 12'PVL 7IIJE A15156.11.RIO _ CORM CONPRO45 FALL Al SAME LOCA7KT11 A5 17---10 NUMBER(MERE APPLICABLE) 8S7Rp CONCRETE DRIVEWAY - Qi 010 REV.04/,0/,6 05 CONSTRUCT SULU.BASIN AT OUTFALL INTO SWALE PER CWS DETAIL 825 ON SHEET R3.1. %%%%-%% RIM• CONCRETE SIDEWALK • A 06 TAP WRIER MAIN BY CONTRACTOR.SUBCONTRACTOR FOR IIE E IOU..z%,% sTRKNRE INFO('MERE APPLICABLE) MOM TO BE MA OR FERGUSON ONLY. ASPHALT 07 INSTALL 1'IRRIGATION LINE SEE CITY OF TIGARD DWG.NO @:N....'7=nyryamm. MO CN SEEET R3.2 AND TIGARD DWG.NO.520 ON SHEET R3,3 BOTTOM OF S70MWf,„„ 06 INSTALL OTT O OR TIGARD PRONGED 3/1'TEMPARY METER e w «maySWME •............ PER Ott OF MAR,w1G.N0.520 LIN SHEET 83.3. NORTH a�.ws m N1,BILLING a PERT 10 BE SpIEDIAED THROUGH Ott DITCH INLET < UTUtt BILLING DEPARl7N TO 0 81�T STORM MNHOLE O 09 INSTALL IRRIGATION DOUBLE CHECK ASSEMBLY(SEE LANDSCAPE PLANS FOR MORE DETAIL). 10 SAMCUT INE.PRIOR TO PAVING.SAOCUT EXISTING ASPHALT GRAPHIC SCALE A MINIMUM CF 6'BET.THE ORIGINAL SHOUT.Ott R1.1 INSPECTOR MU MARK THE UNE II CONSTRUCT TEMPORARY IRRIGATION AT SWALE AS NO. ON CMS DETAILS 700 AND 710 ON SHEET R3.1 (X FRT) 1 IW.16 R JO6 MOM A15156.11 3/16/2017- CONSTRUCTION SET 150 150 7�A /0�7rA ,- EGO 4 _ _ _ _ _ _ _ - - mem4nen1 l".-"-" EGO EDP ta5 .1" "-• t•5 A 171. zs3 W 3 0 3F 1401 140 W`a 2400 12+50 13400 13+50 14+00 14450 14+15 5 cE5 S¢ SW 74th AVE PROFLE 12+00 TO 14+76 *ma N1 r w To:M•r w as I I I I I I I I I I I " � z Cc w~---- EXISTING ORE H1DRAMr ---- -j- -- --------_i~ .T..,I IL O [RI_m m SD m __ N m Ie m m 1 » IR co --,--/-m _9---F, m�n r I ,1 .., ,„, ,.. s,„tv=7 o a VP IeN w / j 'w W a n wil ---+-.---- -7-- EDGE OF PAVEMENT Itn I —__ ��o aW 74TH AVE Iz w0 / _ _ / - — 13+DD (Pueuc mu) — r--_ — 0 F.,- It -- J fe_ tYi � `147- z ,- Q - . w - www w-- .. . w- w w -I�K PAVAiNT w Ew w w w R I � --- 41 ■ E- I I SW 74th AVE PLAN 12+00 TO 14+75 LEGEND PROPOSED 0ESTMS SHEET NOTES MINOR CONTOUR —103 ---t0i-—- 1. WORKHOURS ARE FROM 1AM i0]PM DAILY MAJOR CONTOUR 'OD —100— 2 ALL WORK TO BE PERFORMED SY COM FRAC TOR SANITARY SEWER UNE ---5.. STORM SEVER UNE ® --SD-- SW 74TH AVE PLAN& DOMESTIC WATER UNE w — FME WATER ONE PROFlLE 12+00 TO OVERHEAD ELECTRIC UNE OH GALLOUT QESGRinON 14+75 NATURAL OAS UNE JOT ELEVATION RICHT-OF-WAY —--—-- —--—--— I DESCRIPTIDI LISPED BELOW. CENTERLINE - 11 �NO DESCRIPTION MEANS TP EDGE OF PAVEMENT pR rc ElA'e! 02/25/16 SAWCUT -————- xx.xx xx DRAWS NWS 4 CENTERLINE DW DRIVEWAY CNH CONCRETE DIVEWAr • Ec (0.4 4+054 EDP EDGE 0<PAYEYENT ISM A15156.11.R10 FG FINISH GRADE G GUTTER REV/111074& CONCRETE SIDEWALK A - • TC TOP OF CURB TP TCP OF PAVEMENT ASPHKT FIRE HYDRANT O A. +`-ras�s. CATCH BASIN III „o, 8101 INLET ® < NORTH 'n °��` STORM MANHOLE O0 �I .GRAPHIC SCALE R1.2 .- - - .. _ _ -____ (Pi me) I Ie•1.m R JOB N1.101111L 3/06/2017 — CITY COMMENTS A15156.11 111111111, el'. 5, ..x 2(� 150 % 150 '-9 Y rig + FC O TC EG O FL T.--. 1x +x � -- w �C N '�' uwu Tv 71 + EG O EOPJ \-.N15+06.1 0.50% 15+36.22) FC O WTTER_� 108 F�_t0• SD - 0. f 145 15+0002 .,y•_m• CA G•146.32 TA; 645 G•146.50 f- \16+51.96 m 'M -,C=145.57 at M •\ 5.0.504 ` +: +T, ^4x �47� 5.0.50% / '--- 2 50 CB-1 uw+ ll L7 i. 6.146.29 15+17.97 Li 17.21 16+51.95 LT 17.21' 2 t SD E%CB-Oi RIM=116.74 RIM=146.07 15+00.02 LT 15.20' IE 10-IN.143.56(N) IE 10'W7.114.12(S) W E 10'6.51 IE 10•00,143.58(5) W T IE 10'IN•I43.36(N) Z E 10'WT-143.36(S)EXISTING a, 140 140 O 14+75 15+00 16+50 16100 16+50 17+00 17+25 f _`t+ SW 74th AVE PROFILE 14*76 TO 17+26 m as Es OOAUD TS T•iV:181.•u 15+00.5.1.X.,0:, I I II IJ 15+58.78 L/.Y 1 154...17 L 25.7'13 106 6+60.11 L 18.7' ( -..-I3.72 jI IEir�-1.9' 15+42.22 L26.0' ` / ` 2 / /ei-Ill � _ ii ) MATCH El() 1)_ I. LL1 • BfflaarkliSMIZEIVIMIlliZZINEZIZZI/Iinfiv W , W CI�_ LL:j L 16.7' - ,_"_Si - -�16 -__ _ - _-.___r.- 'rIW F+y W TP.118.83 I �� _ V/ (MATCH EX) I m 44 LF-10.50 5+4530 L 22.7' m I 108 LF-10'571 17 m 46- -1 Lf) O M 5.050% 17 TP.146.86 i S'0'SOX 16+47.33 L 22.]' N ISD EXCB-pt SD CB-2 16 -11...,...___E TP-146.21 - '�' 15+21.22 #16.66.7z 0 w N 15+00.02 L 16.2' ;15+00.02 L-15.20' 15+4397 L-17.21' W � � � IYLI8.20'O(ODW IW N ^ -9- - - TC.1a.03 151-1 RIY.146.51 L 16.20'O E O ON aN_646.74 I 1s«W 17400 a. Z_ SHEET NOTES W a 0' J C.146.53- 1W�E 10'IN•143.36(N)- _ E 10'IN-14356(N) _ I - _ - •}• _ J t 2 (MATCH EX) 'E 10'OUT.143.36(S) HE ID'OUT.143.58(S) I I UI s __ ,s 55 55 55 ' s., ' 55 SD CB-1 S ss ss ss ss = 6j 16+51.95 L-17.21'16 U RIY.146.07 u IQ 2$`IfiT4`rHAVE " » •-E 1D'Wr.111,12(51-• -• ›I (PUBLIC STREET), "L IM GRADING LABELS < 007 0 4 -- c---G G G G G c - L o T _ _ Qum EL/C62.11•• C_' 6 -146--- j1�-- I SPOT ELEVATION r^ :6 -a ON - - --- --w di a a a....-..:-----7'-w w aH CH- off- NO DESCRIPIONTION USTED BELOW. V/ " _--__I 1 NO OESCR PnON MEANS TP _ - _ __ __ __ __ _ _ __ __ tYl- _ =_ i I X%.XX X% W ■ - - ■ CB CATCH BASH EI GENIE-RUNE PROPOSED 74th AVE PLAN 14.75 TO 17.25 LEGEND PROPosEXISTS* DW UMW,CONSTRUCTION NOTES EC EDGE OF PGRADE AYE EOP EDGE O PAVEMENT 1••I M940R CONTOUR 1D2 ---102--- 01 CONSTRUCT 30'COMMERCIAL DRIVEWAY PER 10 REINSTALL'SPEED 25'SIGN ON EXISTING FG FINISH GRADE G GOTTEN MAJOR CONTOUR 'LD 00 - -1 - - OTT a TIGARD DWG.ND.143 k 145 ON POWER POLE. RB SANITARY SERER LIE 55 SHEET 63.2 76 TCP 07 VE PPAAvEMENT STORM SEWER LME ® 30 11 CONNECT 10 ONSITE SANITARY LATERAL SEE DOMESTIC MATER LIE 02 INSTALL EXTENSION CF WATER UNE FOR ONSITE OWL PLANS FOR QNTNUATION. FIRE WATER LINE RELOCATION OF RITE HYDRANT.MATCH APPROXIMATE LOCATION OF SANITARY LATERAL PIPE LABELS OVERHEAD ELECTRIC LINE 0X7 EXISTING PPE SIZE.ALL JOINTS REST.... SHIM PER CITY OF TIGARD ONUNE MAPS NATIONAL GAS LINE G CONTRACTOR TO POTHOLE ONO VI=RIFU 1 UTI ITY LENGTH RIGHT-OF-WAY •• --- ------- 03 INSTALL I.WATER METER PER Ott OF TIGARD LOCATION.NOTIFY ENGINEER OF RECORD OF CENTERUNE _ D06 N0.520 ON SHEET R3.3.NST6 3110N ANY DISCRFDAIOES UTILITY SIZE EDGE OF PAVEMENT OF WATER METER TO BE SCHEDULED THROUGH -UTIUTY TYPE SAMCUT ------ 0,UTILITY BRUNO DEPARTMENT. 12 REINSTALL YAABOX AT STA 17.76.96 + SW 74111 AVE PLAN& 0A NSTALL DOMESTIC DOUBLE CHEER ASSEMBLY 13 INSTALL STREET TREE(SEE LANDSCAPE PNS XXLF-XX.XX PROFILE 14575 TO CONCRETE O6VEWAY •' UNDER SEPARATE PERINI.SEE Orx OF TIGARD FOR MORE CETAIL) 17+25 n DWG.N0.530 ON SWEET R3.3 S•X.XXX ID INSTALL 1'DOYESM LE NATER U .SEE Ott GIF 11 SEEI On GOTALAS H600 RALpn�T R3.4 FOR T BY OTHERS. L CONCRETE SIDEWALK 4 TIGARD DWG.NO.180 CN MET R3.2 AND CUT DETAIL SLOPE(WHERE APPLICABLE) DAT'6 D2�25�16 ET TIGARD DNC.N0.520 ON SHEET R3.5 DRAWN NWS 15 N51ALL STREET LICHT.LIGHT POLES TO BE STRUCTURE LABELS CHR SCROD CNH 06 TAP WATER RA MAN BY CONTRACTOR. 70000 BURY FIBERGLASS POLES 516 1 unUTY TWE(SD-STORI2 DRAINAGE) I6i A15156.11.610 ASPHALT SUBCONTRACTOR FOR NGRX TO BE A!A 06 FOOT MAST ARMS TOWARDS THE STREET MTIN FERGUSON ONLY. COBRA STYLE HEADS.(SEE LIOHTNG PUNS FOR MORE DETAIL) 3SYlBORR 07 INSTALL IRRIGATION DOUBLE CHECK ASSEMBLY WATER METER ® (SEE LANDSCAPE PLANS FOR MORE DETAIL) 16 SAWCUT LINE.PRIOR TO PAVING.SMUT STRUCTURE TYPE CALLOW(SEE BELOW) SACKiE0W ® OB INSTALL NEW FIRE HYDRANT PER OTT OF E E ORI NALASPHALT A MINIMUM OF 6'BEYOND 1NLL I L NUMBER(WHERE APPLICABLE) THE ORIGINAL SAWOUT,OTU INSPECTOR WILL 1 FIRE HYDRANT C ^ TIGARD DNC.ND.542 ON SHEET R3.3 MARK THE LINE. %X X%-%% WATER VALVE '•^ . 09 REPLACE HYDRANT NALOS CAN MTH NEW 9W1NM 17 NS TALL 10'0900 STORM RPE. IE N %%.% + IRI -SICNRE INFO("AIMAPRICABLE) CAN PER Ott D<MARC DWG N0.507 W IE OUT XXz OD Z... SANITARY MANACLE SHEET 63.J O 16 NSTALL GG-JO CATCH BASIN PER CWS DETAIL ,..........4%,....,CLEANOUT O 330 ON SHEET 63.3. a -7""" '....±. CATCH SARIN • 19 COTNIECT NEW STORM RL MTN1..1.71.. PE TO EXISTING CATCH IN I..NN . "'A• UTILITY POLE • 'm BASH.IE.14336 GAS vu+xE Pq CD EXERT y c1l -,- STREET TREE GRAPHIC SCALE R1.3 �,, . . _ SWEET LIGHTM TI ( T) 1 W.TO N JOS NUMBItt "75156.11 3/06/2017 - CITY COMMENTS \SE F 1 t. „.. 150 -. •.15o T/A f' g. Y v 5 mew 4neAT EC N TC 'ti-7) e+t1 au .". - - - _ - -'EO e' 45 mm *W-_--- -- - -- ---__-_-_.__--_-. - - - - 145 1 1I .'r"+' ECO GUTTER gr; gZy EC O EOP I Z M` ♦g+ °A., _'l #W�J 2 140 I40 -W i5 17+25 1 7+50 16+00 18+50 19+00 19+50 i' SW 74th AVE PROFILE 17+26 TO 19+60 WALE 06 1.10':IR 1.•RIF \ ' 17+30.97 L 25.7'03 7' 03- 1]+11.11 L 25. . (24,E • 1r 118+29.48 S 02135'16"E 166.60' \� - 7+51.10 L 25.7'E -......T45 / 8+72.01 L 22.]' f'1 7., TP.1\.1} C..7 --1 - - ( 8+36.01 L 23.8' Z TP.146.09 11.146.04 LCI E' / / 7+9059 L 22.7'' TP.I46 29 \ (MATCH EK) rf Q' W C13 131 _ TW■111.2„._.,..__, .m..... , , , a W _4+- +e er e a-- } Tw .. : 4 - Ir-las -11,145.8i S r(MATH EK) M, , w, wn a-� t Z W 18+11.59 • 16+32.01 L 14.1' _ Cil �f A O W .:1 _-.. ,_ L 16.20'O 4 OF DM TC.1 s6 04 ^-�-17 W W (n J 1 M ..- -_ --:.. • C.145.54-.._ --_ ,- _ E�STHC WAB 131 3 w ' N - - - �".. (MATCH EX) G C� q O - LJ "i Lal 1_,,, 16+00 L (� _ 19+00 _Z ��14 h a _ aw 74TH AVE = 131 T.. 05 (PLIRJC STREET) �j / 0 a oti M L-----'"� -- ---I;- ----- --------yam SW 74th AVE PLAN 17+25 TO 19+50 LEGEND PROPOSED Ex16T1O XX CONSTRUCTION NOTES _ SHEET NOTES MINOR CONTOUR 102 - -- ---la]---- 01 CONSTRUCT 30'COMMERCIAL DRIVEWAY PER PTY DF TIGARD DMC. 1. WORK HOURS ARE FROM 7AM TO 7PM DALY MAJOR CONTOUR '00 -.15--.15- NO.143 A 145 CN SHEET 03.2 SW 74TH AVE PLAN& SANITARY SEWER LINE SS 2. ALL WORK TO BE PERFUMED BY CW TRACTOR DE571C WATER LINE w -- 02 CONNECT SIDEWALK TO EIOSTNC DRIVEWAY 17+25 TO p1 FIRE WATER UNE 19+50 OVERHEAD ELECTRIC UNE ON 03 INSTALL STREET TREE(SFE LANDSCAPE PUNS EOR YORE DETAIL) �� fX_SCRMTON NATURAL CAS UNE r RICHT-OF-WAY --- .....-- ----..--� 04 INSTALL STREET MIT.LKNT POLES TO BE DIRECT DURY SPOT ELEVATION DAT! 02/25/16 CENTERLINE - F16ERCLASS POLES OTH 8-EOOT MAST ARMS TOWARDS THE EDGE OF PAVEMENT STREET WTI COBRA STYLE HEADS(SEE LMJITNLANS O PFOR 1I DESCRIPTION LISTED BELOW. �NO DESCRIPTION MEANS TP DAM BIN: NWS SAWCUT ------ MORE DETNL) .i OR TG XX.XX XX B1C1035 CNH CONCRETE DRIVEWAY - OS SA11CU1 UNE.PRIOR 10 PAVPAC,SAMCUT EXSTNO ASPHALT A WILL MA a 6E UNE. TIIE OM01IIAl$AWCOi.CITY INSPECTOR F DEH TETTLINE Tn,! A15156.11.R10 WILL PARK THE UNE. DW DRIVEWAY EG EXISTINSTING CRAPE 16tID101116 CONCRETE SIDEWALK4 EOP EDGE M EYENT FG FINITE GRADEADE C CUTTER TC TOP DF CURB TD TOP OF PAVEMENT ASPHALT 00 Taw.au�.Iswe SANITARY MANHOLE O anommeweinew ma • mornssTm.c r wa STREET TREE / • © !t \ STREET LICHT ,ma .GRAPHIC SCALE Ri.4 _ . ..... 1 mel.1D IL JOB 1NMON1: A15156.11 3/06/2017— CITY COMMENTS t.A 150 - ,150 T-p r. etroffr, e5 1.5 _ _ EL O_ 114 _ - #W W P — � — z st .14 W,� i d� ao e0 3 19+50 20100 20+50 21+00 21+50 22+00 i6 Ei5' SW 74th AVE PROFILE 19+50 TO 22+00 SCALE IR T-v:V;T•EN I 1 z w oY.-- -_ --—-- O W N E1 r4 z b __(-_1 W 1i — -_U _ ti o E-� W �o Z1 \ o ` EDGE a PAKYFNT J -- a o I. _ _ 20 0- \ _ `117- .-_2+-_ 6. "{ - $ - 22_2_ Cl) H QI / ) F'iyl 1 /Ii \ SW 74TH AVE ti W J ,o (PUa1C stealR n, - ' p �' \�' EDGE DE PAVEMENT d O Z .L.___ ---- ---- - ------------------------ ------:' ,_______1^_ 1-I a o�-=a SW 74th AVE PLAN 19+50 TO 22+00 LEGEND PROPOS® ESITUIS SHEET NOTES SW PLAN & MINOR CONTOUR 102 ---102--- 1. WORK HONKS ORE FROM 7AM AIL 10 7P0 DY ROME 19+50 TO MAJOR CONTOUR -00 - -100- - 22+00 SANITARY SEWER UNE 5 2 ALL MORK TO BE PERFORMED BY CONIRACTCR DOMESTIC WATER LNE w FIRE WATER UNE OVERHEAD ELECTRIC UNE DATIL 02/20/16 NATURAL GAS UNE G DRAWN: NWS RIGHT-OE-WAV CENTERUNE - EDGE OF PAVEMENT CHECKED CNH UNCUT ------ Pae 415156.11.R10 CONCRETE DRIVEWAY REVISION. CONCRETE SIDEWALK A • . ' W ASPHALT O 1%, "�s� .4.WATER METER ® MpRll .a.w s BACKFLOW 11 O REM FIRE HYDRANT •n WATER VALVE I� UTUTY BASIN , GRAPHIC SCALE GAS VALVE D4 • . R1.5 SIG �S12IIT) I>W•10 R 708 MM. A15156.11 3/06/2017 — CITY COMMENTS Interstate Roofing VI. Downstream Analysis Interstate Roofing Downstream Analysis There will be no adverse affects to any downstream channel, as we are providing water quality on-site which will improve the discharge form our site as there is no treatment currently before runoff leaves this site. Runoff will continue on to join Fanno Creek, directly west of the project site. Interstate Roofing VII. Details ii > VINYL CLAD CHAIN LINK FENCING z SEE STD. DETAIL NO. 740 CD O _1J � -r III '`-� o /U �� APPROVED O - EC 0 T �, � :~ �~ Ilf � MATTING C 01%&- Ccs —I `,y .4 Q 7 SWALE BOTTOM C3A--e gho 0 �4�' iv , 1 2' MIN. c -a �'�''�' v — a� 12 MIN. TOPSOIL 1' MIN. �►L;, e * Ti .i _ � � • 0.5' ii MAX. +4MA c I 14h m RIVER ROCK 2" -3/4 � Cl) 2.5"- 3" DEEP m 1 0 N SWALE AREA FREEBOARD TREATMENT AREA FREEBOARD BUFFER/MITIGATION O AREA 6' MINIMUM WIDTH AREA AREA 0) EC MATTING ECONOJUTE* COCONUT FIBER OR GEOJUTE PLUS* ECONOJUTE* ECONOJUTE* (S> 20%) Q SEED MIX LOW GROW MIX NONE LOW GROW MIX AS APPROVED BY CD SEE NOTE #5 SEE NOTE #5 DISTRICT OR CITY o MAX. SLOPE 2.5: 1 4: 1 FLAT BOTTOM I 4: 1 2.5: 1 NA 78 * OR AS APPROVED i k�.� NOTES: / 1. REFER TO APPENDIX A, CWS DESIGN & CONSTRUCTION STANDARDS, FOR LANDSCAPING rtREQUIREMENTS INCLUDING TREE PLACEMENT, TOPSOIL AND PLANTING SPECIFICATIONS. g cric2. PROVIDE IRRIGATION AS APPROVED BY CWS. n 3. JUTE MATTING- GEOJUTE PLUS IN TREATMENT AREA, ECONOJUTE FOR ALL OTHER AREAS, OR SIMILIAR C FABRICS. COCONUT FIBER IS ALSO ACCEPTABLE. 4. 12-INCHES OF TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUALITY TRACT. 0 5. FREEBOARD AREA SEED MIX, DWARF TALL FESCUE 40%, DWARF PERENIAL RYE 30%, CREEPING RED FESCUE 25%, C CD COLONIAL BENT GRASS 5%. APPLY AT A RATE OF 120# / ACRE. CONSTRUCTION 1. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amended topsoil. Topsoil amendments shall be garden compost, not conventional fertilizer amendments. 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the swale cross section, fabric shall be held in place in accordance with the manufacturer's installation requirements. Anchor spacing shall be based on 3 fps flow over the fabric. a. Treatment area-high-density jute matting (Geojute Plus or other approved equal) b. All other areas - low-density jute matting (Econojute or other approved equal) 3. 2.5-3 inches of 2"4" river run rock shall be placed over the matting evenly throughout the length and width of the swale. 4. Plant materials shall be placed in accordance with the plan and plant table as shown on approved plans. 5. The water quality swale treatment area plantings can be deemed "substantially complete" once active green growth has occurred to an average growth of 3" and plant density is an average of approx. 6 plants (minimum 1-inch plugs or equivalent)per square foot. 6. The facility shall be deemed acceptable to begin the maintenance period when plant growth and density matches the engineer's design as shown on the approved plans and all other requirements have been met. The engineer must certify the facility to be functional, in accordance with the approved plan design to begin the two-year maintenance period. MAINTENANCE 1. The permittee is responsible for the maintenance of this facility for a minimum of two years following construction and acceptance of this facility per Chapter 2. 2. Irrigation is to be provided per separate irrigation plan as approved. Note: Irrigation needs are to be met using a temporary irrigation system with a timer during the dry season. Systems should be winterized during the wet season to assure longevity and guard against damage from freezing temperatures. Water source shall be as shown on the approved plans. 3. Engineer or Owners Representative is to visit and evaluate the site a minimum of twice annually (Spring and Fall). The landscaping shall be evaluated and replanted as necessary to ensure a minimum of 80% survival rate of the required vegetation and 90% aerial coverage. Non-native, invasive plant species shall be removed when occupying more than 20% of the site. 4. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth occurs within the two-year maintenance period. WATER QUALITY SWALE CONSTRUCTION & MAINTENANCE NOTES C1eanWater Services Our commitment clear. DETAIL NO. 710 REVISED 12-06 ie Interstate Roofing VDL O&M Interstate Roofing STORMWATER OPERATIONS & MAINTENANCE PLAN Interstate Roofing February 15, 2017 Prepared by: Craig Harris AAI Engineering 47875 SW Griffith Drive, Suite 300 Beaverton, OR 97005 Responsibility The Catchbasins, conveyance piping, and Vegetated Bioswale are to be maintained by the Property owner. These facilities have been designed for ease of maintenance outlined herein. Responsible party contact info: Primary: TBD Department of Environmental Quality- (503) 229-5696 Oregon Emergency Response System - (800)452-0311 Description The runoff from the proposed building and new asphalt/concrete areas will be collected in new downspouts (Building) and catchbasins (AC). We will route the runoff, through a new on-site storm conveyance system, to a WQ vegetated Bioswale. After treatment, runoff will be conveyed to the existing storm conveyance system located in the southwest corner of the property. Interstate Roofing Facilities Description Table Facility Name Type Size(LF) Area Treated IA Treated (SF) Discharge Point Bioswale Vegetated l OOLF Asphalt/Roof 47,101 Fanno Creek Bioswale Inspection/Maintenance Schedule Each part of the system shall be inspected and maintained quarterly and within 48 hours after each major storm event. For this O&M Plan, a major storm event is defined as 1.0 inches of rain (or more) in 24 hours. All components of the storm system as described above must be inspected and maintained frequently or they cease to function effectively. The Facility owner shall keep a log, recording all inspection dates, observations, and maintenance activities. Receipts shall be saved when maintenance is performed and there is record of expense. The mechanical filter devices have a contracted maintenance schedule which is included at the end of this O&M and must be entered into with a qualified service technician. The following items shall be inspected and maintained as stated: Vegetated Bioswale: • Vegetation or roots from large shrubs and trees that limit or interfere with Planter operations shall be prevented. • Fallen leaves and debris from deciduous plant foliage shall be raked and removed biannually. • Nuisance and prohibited vegetation of all species shall be removed biannually. Invasive vegetation shall be removed and replaced with approved species. • Dead vegetation shall be removed to maintain less than 10%of area coverage or when basin function is impaired. Vegetation shall be replaced within 3 months or immediately if the season is appropriate in order to maintain cover density and control erosion where soils are exposed. • Inlets and outlets shall be inspected quarterly and after any large rain event. • Any trash or debris that collects in the planter and may inhibit basin function shall be removed quarterly. Interstate Roofing Catchbasins, Conveyance Pipes (Storm System): • Sediment shall be removed biannually, more frequently if site produces a high volume of sediment. • Debris shall be removed from inlets and outlets quarterly, or as necessary to maintain free flow of runoff. • Quarterly inspections for clogging shall be preformed, or if"ponding" is observed in basins or at Catchbasin inlets. • Grates shall be tamer proof. Source Control Source control measures prevent pollutants from mixing with stormwater. Typical non-structure control measures include raking and removing leaves, pavement sweeping, vacuum sweeping, and limited and controlled application of pesticides, herbicides and fertilizers. • Source control measures shall be inspected and maintained quarterly. • Signage shall be maintained. Spill Prevention Spill prevention measures shall be exercised when handling substances that can contaminate stormwater. Virtually all sites present dangers from spills. It is important to exercise caution when handling substances that can contaminate stormwater. Activities that pose the chance of hazardous material spills shall not take place near collection facilities. • The proper authority and property owner shall be contacted immediately if a spill is observed. • A spill kit shall be kept near spill-prone operations and refreshed annually. • Employees shall be trained on spill control measures. • Shut-off valves shall be tested quarterly. • Release of pollutants shall be corrected within 12 hours. Insects and Rodents Insects and Rodents shall not be harbored in any part of the storm system. • Pest control measures shall be taken when insects/rodents are found to be present. Standing water and food sources shall be prevented. • Holes in the ground located in and around the basins shall be filled. • Outfalls shall be inspected and cleaned regularly to ensure no rodent activity, which can clog or decrease the efficiency of the storm system. Interstate Roofing • Pest control measures shall be taken when insects/rodents are found to be present. Standing water and food sources shall be prevented. Access Access shall be maintained for the Catchbasins and Swale so operations and maintenance can be performed as regularly scheduled. Interstate Roofing Stormwater Facility Monitoring Log Drainage • The Basins shall drain within 48 hours. Time/Date, weather and site conditions when ponding occurs shall be recorded. (Extended Dry Basins are designed for 0.4' of"permanent pool", this is normal. Retained depths over this amount shall be corrected) Pollution prevention • All sites shall implement best management practices (BMP's), to prevent hazardous wastes, litter, or excessive oil and sediment from contaminating stormwater. Contact Spill Prevention & Citizen Response at 503-823-7180 for immediate assistance with responding to spills. Record Time/Date, weather and site conditions if site activities are found to contaminate stormwater. Vectors (mosquitoes and rodents) • Stormwater facilities shall not harbor mosquito larvae or rodents that pose a threat to public health or that undermine the facility structure. Monitor standing water for small wiggling sticks perpendicular to the waters' surface. Note holes/burrows in and around the Basin and Access Road. Call Washington County Vector Control for immediate assistance with eradication of vectors. Record time/date, weather and site conditions when vector activity is observed. Maintenance • Record date, description and contractor (if applicable) for all structure repairs, landscape maintenance and facility cleanout activities. Date: Initials: Work performed by: Work performed: Details: Interstate Roofing Date: Initials: Work performed by: Work performed: Details: Date: Initials: Work performed by: Work performed: Details: Date: Initials: Work performed by: Work performed: Details: Date: Initials: Work performed by: Work performed: Details: