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Home My WebLink AboutExhibits A - T combined EXHIBIT A SUBDIVISION APPLICATION City ofTigard Case#: COMMUNITY DEVELOPMENT DEPARTMENT � TIGARD Master Land Use Application LAND USE APPLICATION TYPE O Adjustment O Modification: O Type I O Type II O Annexation O Planned Development: O Comprehensive Plan Map Amendment O Consolidated Plan O Conditional Use O Concept Plan O Downtown Development Review: O Detailed Plan O Type I O Type II O Sensitive Lands Review: O Adjustment O Type I O Type II O Type III O Home Occupation—Type II O Site Development Review: O Type I O Type II 0 Land Partition 0 Subdivision 0 Lot Line Adjustment/Lot Consolidation O Sublot Plat 0 Marijuana Facility Permit 0 Temporary Use Permit 0 Miscellaneous: O Urban Forestry Plan: 0 Type II 0 Type III 0 Modification 0 Discretionary Review 0 Zoning Map Amendment PROJECT INFORMATION Project name: Brief description of project: SITE INFORMATION Location (address if available): Tax map and tax lot number(s): — Site size: Zone: APPLICANT INFORMATION Name: Mailing address: City/State: Zip: Phone: Email: Applicant's representative: Phone: Email: City ofTigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of2 PROPERTY OWNER INFORMATION ❑ Same as applicant (Attach list for additional owners) Name: Mailing address: City/State: Zip: Phone: Email: SUBMITTAL REQUIREMENTS In addition to this application form,you must submit all required items listed in Subsection 18.710.030.0 of Tigard's Community Development Code. If you are unsure what is required with your application,please contact the planner on duty at 503-718-2421 or tigardplanneronduty@tigard-or.gov. I certify that I am the property owner or I am eligible to initiate this application,as provided in the Tigard Community Development Code. To the best of my knowledge,all the information provided within this application package is complete and accurate. A/1/6._)2. - Applicant's si ature* Print name Date Property owner's signature* Print name Date Property owner's signature* Print name Date *The owner must sign this application or submit a separate written authorization when the owner and applicant are different people. STAFF USE ONLY Case No.: Application fee: Received by: Date: Related Case(s): Determined complete by: Date: City ofTigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of EXHIBIT B TITLE REPORT/DEED/MAP First American Title Insurance Company TM 1 SW Columbia Street,Ste 1600 FirstAmerican Title Portland,OR 97204 N-t\ /i/‘r Phn-(503)222-3651 (800)929-3651 Fax-(877)242-3513 Order No.: 7000-4305342 September 02, 2025 FOR QUESTIONS REGARDING YOUR CLOSING, PLEASE CONTACT: CANDACE BROWN, Escrow Officer/Closer Phone: (503)350-5005 - Fax: (866)656-1602- Email:canbrown@firstam.com First American Title Insurance Company 4350 Galewood St., Ste. 125, Lake Oswego, OR 97035 FOR ALL QUESTIONS REGARDING THIS PRELIMINARY REPORT, PLEASE CONTACT: Sarah Walters, Title Officer Toll Free: (800)929-3651 - Direct: (503)790-7857 - Email: sawalters@firstam.com Preliminary Title Report This report is for the exclusive use of the parties herein shown and is preliminary to the issuance of a title insurance policy and shall become void unless a policy is issued, and the full premium paid. Please be advised that any provision contained in this document, or in a document that is attached, linked or referenced in this document, that under applicable law illegally discriminates against a class of individuals based upon personal characteristics such as race, color, religion, sex, sexual orientation, gender identity, familial status, disability, national origin, or any other legally protected class, is illegal and unenforceable by law. County Tax Roll Situs Address: 14530 SW 103rd Avenue, Tigard, OR 97224 2021 ALTA Owners Standard Coverage Liability $ 1,000.00 Premium $ TBD 2021 ALTA Owners Extended Coverage Liability $ Premium $ 2021 ALTA Lenders Standard Coverage Liability $ Premium $ 2021 ALTA Lenders Extended Coverage Liability $ 1,000.00 Premium $ TBD Endorsement 9.10,22&8.1 Premium $ 100.00 Govt Service Charge Cost $ 30.00 City Lien/Service District Search Cost $ Other Cost $ Proposed Insured Lender: Lender To Be Determined Proposed Borrower: TBD We are prepared to issue Title Insurance Policy or Policies of First American Title Insurance Company, a Nebraska Corporation in the form and amount shown above, insuring title to the following described land: The land referred to in this report is described in Exhibit A attached hereto. and as of August 27, 2025 at 8:00 a.m., title to the fee simple estate is vested in: Greenwing Investments, LLC Preliminary Report Order No.: 7000-4305342 Page 2 of 11 Subject to the exceptions, exclusions, and stipulations which are ordinarily part of such Policy form and the following: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records; proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or by making inquiry of persons in possession thereof. 3. Easements, or claims of easement, not shown by the public records; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 4. Any encroachment (of existing improvements located on the subject land onto adjoining land or of existing improvements located on adjoining land onto the subject land), encumbrance, violation, variation, or adverse circumstance affecting the title that would be disclosed by an accurate and complete land survey of the subject land. 5. Any lien, or right to a lien, for services, labor, material, equipment rental or workers compensation heretofore or hereafter furnished, imposed by law and not shown by the public records. The exceptions to coverage 1-5 inclusive as set forth above will remain on any subsequently issued Standard Coverage Title Insurance Policy. In order to remove these exceptions to coverage in the issuance of an Extended Coverage Policy the following items are required to be furnished to the Company; additional exceptions to coverage may be added upon review of such information: A. Survey or alternative acceptable to the company B. Affidavit regarding possession C. Proof that there is no new construction or remodeling of any improvement located on the premises. In the event of new construction or remodeling the following is required: Satisfactory evidence that no construction liens will be filed; or ii. Adequate security to protect against actual or potential construction liens; iii. Payment of additional premiums as required by the Industry Rate Filing approved by the Insurance Division of the State of Oregon 6. Water rights, claims or title to water, whether or not shown by the public record. 7. Any claim to (a) ownership of or rights to minerals and similar substances, including but not limited to ores, metals, coal, lignite, oil, gas, uranium, clay, rock, sand, and gravel located in, on, or under the Land or produced from the Land, whether such ownership or rights arise by lease, grant, exception, conveyance, reservation, or otherwise; and (b) any rights, privileges, immunities, rights of way, and easements associated therewith or appurtenant thereto, whether or not the interests or rights excepted in (a) or (b) appear in the Public Records. 8. Taxes for the fiscal year 2025-2026 a lien due, but not yet payable 9. City liens, if any, of the City of Tigard. Note: There are no liens as of September 02, 2025. All outstanding utility and user fees are not liens and therefore are excluded from coverage. First American Title Preliminary Report Order No.: 7000-4305342 Page 3 of 11 10. Statutory powers and assessments of Clean Water Services. 11. The rights of the public in and to that portion of the premises herein described lying within the limits of streets, roads and highways. 12. Easement, including terms and provisions contained therein: Recording Information: June 03, 2002 as Fee No. 2002 063123 In Favor of: Troy M. Schmidt For: purposes of installing and maintaining a storm drain consisting of approximately 360 feet of five inch drainage pipe 13. Declaration of Restrictive Covenant - Heritage Tree 2, including terms and provisions thereof. Recorded: March 25, 2008 as Fee No. 2008 026137 14. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Greenwing Investments, LLC Grantee/Beneficiary: Roger A. Wooley as to a 5.4765% undivided interest, James A. Stenger and Trudy L Stenger husband and wife as to a 5.4766% undivided interest, Equity Trust Company Custodian FBO Trudy L. Stenger IRA as to a 1.2613% undivided interest, Equity Trust Company Custodian FBO Richard L. Steinbrugge IRA as to a 4.1491% undivided interest, Margaret B Sawyer as to a 4.1489% undivided interest, Alan Rothstein Revocable Living Trust dated July 2, 2003, Alan F Rothstein, Trustee as to a 6.6383% undivided interest, Kim Nordberg as to a 5.4767% undivided interest, Equity Trust Company Custodian FBO Danton S. Mendell IRA as to a 3.4851% undivided interest, Sharon Meigs Family Trust dated 7/11/2013, Sharon Meigs, Trustee as to a 5.5429% undivided interest, Equity Trust Company Custodian FBO Gregory McInnis IRA #200235767 as to a 1.7425% undivided interest, Equity Trust Company Custodian FBO Brian Martin IRA as to a 5.9744% undivided interest, Raymond N. Majhor as to a 3.3191% undivided interest, Jeff V Lanford as to a 5.4708% undivided interest, Equity Trust Company Custodian FBO Donna Klostermann IRA as to a 5.5098% undivided interest, Equity Trust Company Custodian FBO George R. Kanellis IRA as to a 5.5595% undivided interest, Grant 401k Plan as to a 5.8085% undivided interest, Raymond G. and Darlene J. Good, husband and wife as to a 5.6425% undivided interest, Stephen D Glynn as to a 5.4932% undivided interest, Cathie E. Gleeson Restated Living Trust Dtd March 25th, 2010, Cathie E. Gleeson trustee as to a 5.5263% undivided interest, Equity Trust Company Custodian FBO Michael A. Gallego IRA as to a 4.9787% undivided interest, and Richard Buechel as to a 3.3193% undivided interest Trustee: First American Title Company of Oregon Amount: $602,568.00 Recorded: August 15, 2023 Recording Information: Fee No. 2023 034072 - END OF EXCEPTIONS - NOTE: We find no matters of public record against TBD that will take priority over any trust deed, mortgage or other security instrument given to purchase the subject real property as established by ORS 18.165. NOTE: Taxes for the year 2024-2025 PAID IN FULL First American Title Preliminary Report Order No.: 7000-4305342 Page 4 of 11 Tax Amount: $3,452.71 Map No.: 2S111BCO2300 Property ID: R502334 Tax Code No.: 023.74 NOTE: According to the public record, the following deed(s) affecting the property herein described have been recorded within 24 months of the effective date of this report: NONE NOTE: Washington County Ordinance No. 289, filed in Washington County, Oregon, imposes a tax of $1.00 per $1,000.00 or fraction thereof on the transfer of real property located within Washington County. Certain conveyances may be exempt from said ordinance, in which case, Washington County will require a correct and timely filing of an Affidavit of Exemption. For all deeds/conveyance documents which are recorded (including situations to meet lender requirements) either the transfer tax must be paid or affidavit acceptable to the County must be filed. THANK YOU FOR CHOOSING FIRST AMERICAN TITLE! WE KNOW YOU HAVE A CHOICE! First American Title Preliminary Report Order No.: 7000-4305342 Page 5 of 11 Recording Information For county recording requirements and fees visit https://www.washingtoncountyor.goviatirecording NOTE: Non-standard Document Fee of$20.00, if applicable, will be imposed by the county clerk for documents presented for recording that fail to meet the requirements established by ORS 205.27 You can also calculate fees by using our Title Fee Calculator at https://facc.firstam.com/. First American Title Preliminary Report Order No.: 7000-4305342 Page 6 of 11 Exhibit "A" Real property in the County of Washington, State of Oregon, described as follows: LOT 20 AND THE NORTHERLY 10 FEET OF LOT 21, TIGARDVILLE HEIGHTS, IN THE CITY OF TIGARD, COUNTY OF WASHINGTON AND STATE OF OREGON, EXCEPT THEREFROM THE EASTERLY 519.03 FEET THEREOF. First American Title Preliminary Report Order No.: 7000-4305342 Page 7 of 11 :;11111telli‘41-° First American Title Insurance Company SCHEDULE OF EXCLUSIONS FROM COVERAGE ALTA LOAN POLICY(07/01/21) The following matters are excluded from the coverage of this policy,and the Company will not pay loss or damage,costs,attorneys'fees,or expenses that arise by reason of: 1. a. any law,ordinance,permit,or governmental regulation(including those relating to building and zoning)that restricts,regulates,prohibits,or relates to: i. the occupancy,use,or enjoyment of the Land; ii. the character,dimensions,or location of any improvement erected on the Land; iii. the subdivision of land;or iv. environmental remediation or protection. b. any governmental forfeiture,police,regulatory,or national security power. c. the effect of a violation or enforcement of any matter excluded under Exclusion l.a.or 1.b. Exclusion 1 does not modify or limit the coverage provided under Covered Risk 5 or 6. 2. Any power of eminent domain.Exclusion 2 does not modify or limit the coverage provided under Covered Risk 7. 3. Any defect,lien,encumbrance,adverse claim,or other matter: a. created,suffered,assumed,or agreed to by the Insured Claimant; b. not Known to the Company,not recorded in the Public Records at the Date of Policy,but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; c. resulting in no loss or damage to the Insured Claimant; d. attaching or created subsequent to the Date of Policy(Exclusion 3.d.does not modify or limit the coverage provided under Covered Risk 11,13,or 14);or e. resulting in loss or damage that would not have been sustained if consideration sufficient to qualify the Insured named in Schedule A as a bona fide purchaser or encumbrancer had been given for the Insured Mortgage at the Date of Policy. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business law. 5. Invalidity or unenforceability of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury law or Consumer Protection Law. 6. Any claim,by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights law,that the transaction creating the lien of the Insured Mortgage is a: a. fraudulent conveyance or fraudulent transfer; b. voidable transfer under the Uniform Voidable Transactions Act;or c. preferential transfer: i. to the extent the Insured Mortgage is not a transfer made as a contemporaneous exchange for new value;or ii. for any other reason not stated in Covered Risk 13.b. 7. Any claim of a PACA-PSA Trust.Exclusion 7 does not modify or limit the coverage provided under Covered Risk 8. 8. Any lien on the Title for real estate taxes or assessments imposed by a governmental authority and created or attaching between the Date of Policy and the date of recording of the Insured Mortgage in the Public Records.Exclusion 8 does not modify or limit the coverage provided under Covered Risk 2.b. or 11.b. 9. Any discrepancy in the quantity of the area,square footage,or acreage of the Land or of any improvement to the Land. ALTA OWNER'S POLICY(07/01/21) The following matters are excluded from the coverage of this policy,and the Company will not pay loss or damage,costs,attorneys'fees,or expenses that arise by reason of: 1. a. any law,ordinance,permit,or governmental regulation(including those relating to building and zoning)that restricts,regulates,prohibits,or relates to: i. the occupancy,use,or enjoyment of the Land; ii. the character,dimensions,or location of any improvement on the Land; iii. the subdivision of land;or iv. environmental remediation or protection. b. any governmental forfeiture,police,regulatory,or national security power. c. the effect of a violation or enforcement of any matter excluded under Exclusion 1.a.or 1.b. Exclusion 1 does not modify or limit the coverage provided under Covered Risk 5 or 6. 2. Any power of eminent domain.Exclusion 2 does not modify or limit the coverage provided under Covered Risk 7. 3. Any defect,lien,encumbrance,adverse claim,or other matter: a. created,suffered,assumed,or agreed to by the Insured Claimant; b. not Known to the Company,not recorded in the Public Records at the Date of Policy,but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; c. resulting in no loss or damage to the Insured Claimant; d. attaching or created subsequent to the Date of Policy(Exclusion 3.d.does not modify or limit the coverage provided under Covered Risk 9 or 10);or e. resulting in loss or damage that would not have been sustained if consideration sufficient to qualify the Insured named in Schedule A as a bona fide purchaser had been given for the Title at the Date of Policy. 4. Any claim,by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights law,that the transaction vesting the Title as shown in Schedule A is a: a. fraudulent conveyance or fraudulent transfer; b. voidable transfer under the Uniform Voidable Transactions Act;or c. preferential transfer: i. to the extent the instrument of transfer vesting the Title as shown in Schedule A is not a transfer made as a contemporaneous exchange for new value;or ii. for any other reason not stated in Covered Risk 9.b. 5. Any claim of a PACA-PSA Trust.Exclusion 5 does not modify or limit the coverage provided under Covered Risk 8. 6. Any lien on the Title for real estate taxes or assessments imposed or collected by a governmental authority that becomes due and payable after the Date of Policy.Exclusion 6 does not modify or limit the coverage provided under Covered Risk 2.b. 7. Any discrepancy in the quantity of the area,square footage,or acreage of the Land or of any improvement to the Land. First American Title Preliminary Report Order No.: 7000-4305342 Page 8 of 11 SCHEDULE OF STANDARD EXCEPTIONS 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records;proceedings by a public agency which may result in taxes or assessments,or notices of such proceedings,whether or not shown by the records of such agency or by the public records. 2. Facts,rights,interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or by making inquiry of persons in possession thereof. 3. Easements,or claims of easement,not shown by the public records;reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights,claims or title to water. 4. Any encroachment(of existing improvements located on the subject land onto adjoining land or of existing improvements located on adjoining land onto the subject land),encumbrance,violation,variation,or adverse circumstance affecting the title that would be disclosed by an accurate and complete land survey of the subject land. 5. Any lien"or right to a lien,for services, labor, material,equipment rental or workers compensation heretofore or hereafter furnished,imposed by law and not shown by the public records. NOTE: A SPECIMEN COPY OF THE POLICY FORM(OR FORMS)WILL BE FURNISHED UPON REQUEST Rev.07-01-21 First American Title =�' ° M Privacy Notice(2025 First American Financial Corporation)-English ; First American Title Adopted(1-1-25) Privacy Notice Last Updated and Effective Date: December 1, 2024 First American Financial Corporation and its subsidiaries and affiliates (collectively, "First American," "we," "us," or "our") describe in our full privacy notice ("Notice"), which can be found at https://www.firstam.com/privacy-policy/, how we collect, use, store, sell or share your personal information when: (1) you access or use our websites, mobile applications, web-based applications, or other digital platforms where the Notice is posted ("Sites"); (2) you use our products and services ("Services"); (3) you communicate with us in any manner, including by e-mail, in-person, telephone, or other communication method ("Communications"); (4) we obtain your information from third parties, including service providers, business partners, and governmental departments and agencies ("Third Parties"); and (5) you interact with us to conduct business dealings, such as the personal information we obtain from business partners and service providers and contractors who provide us certain business services ("B2B"). This shortened form of the Notice describes some of the terms contained in the full Privacy Notice. Personal information is sometimes also referred to as personal data, personally identifiable information or other like terms to mean any information that directly or indirectly identifies you or is reasonably capable of being associated with you or your household. However, certain types of information are not personal information and thus, not within the scope of our Notice, such as: (1) publicly available information; and (2) de- identified and aggregated data that is not capable of identifying you. If we use de-identified or aggregated data, we commit to maintain and use the information in a non-identifiable form and not attempt to reidentify the information, unless required or permitted by law. This Notice applies wherever it is posted. To the extent a First American subsidiary or affiliate has different privacy practices, such entity shall have their own privacy statement posted as applicable. Please note that this Notice does not apply to any information we collect from job candidates and employees. Our employee and job candidate privacy notice can be found here. What Type Of Personal Information Do We Collect About You? We collect a variety of categories of personal information about you. To learn more about the categories of personal information we collect, please visit https://www.firstam.com/privacy-policy/. How Do We Collect Your Personal Information? We collect your personal information: (1) directly from you; (2) automatically when you interact with us; and (3) from other parties, including business parties and affiliates. How Do We Use Your Personal Information? We may use your personal information in a variety of ways, including but not limited to providing the services you have requested, fulfilling your transactions, complying with relevant laws and our policies, and handling a claim. To learn more about how we may use your personal information, please visit https://www.firstam.com/privacy-policy/. How Do We Disclose Your Personal Information? We may disclose your personal information, including to subsidiaries, affiliates, and to unaffiliated parties, such as service providers and contractors: (1) with your consent; (2) in a business transfer; and (3) for legal process and protection. Although we do not"sell"your information in the traditional sense, the definition of"sale" is broad under the CCPA that some disclosures of your information to third parties may be considered a "sale"or"sharing"for targeted advertising. To learn more about how we disclose your personal information, please visit https://www.firstam.com/privacy-policy/. How Do We Store and Protect Your Personal Information? The security of your personal information is important to us. We take all commercially reasonable steps to make sure your personal information is protected. We use our best efforts to maintain commercially reasonable technical, organizational, and physical safeguards, consistent with applicable law, to protect your personal information. How Long Do We Keep Your Personal Information? We keep your personal information for as long as necessary in accordance with the purpose for which it was collected, our business needs, and our legal and regulatory obligations. ©2025 First American Financial Corporation and/or its affiliates.All rights reserved.NYSE:FAF Form 10-PRIVACY25(12-17-24) Page 1 of 2 FirstAmerican TitleTM Privacy Notice(2025 First American Financial Corporation)-English Adopted(1-1-25) Your Choices We provide you the ability to exercise certain controls and choices regarding our collection, use, storage, and disclosure of your personal information. You can learn more about your choices by visiting https://www.firstam.com/privacy-policy/. International Jurisdictions: Our Services are offered in the United States of America (US), and are subject to US federal, state, and local law. If you are accessing the Services from another country, please be advised that you may be transferring your information to us in the US, and you consent to that transfer and use of your information in accordance with the Notice. You also agree to abide by the applicable laws of applicable US federal, state, and local laws concerning your use of the Services, and your agreements with us. Changes to Our Notice: We may change the Notice from time to time. Any and all changes to the Notice will be reflected on this page and in the full Notice, and where appropriate provided in person or by another electronic method. YOUR CONTINUED USE, ACCESS, OR INTERACTION WITH OUR SERVICES OR YOUR CONTINUED COMMUNICATIONS WITH US AFTER THIS NOTICE HAS BEEN PROVIDED TO YOU WILL REPRESENT THAT YOU HAVE READ AND UNDERSTOOD THE NOTICE. For California Residents If you are a California resident, you may have certain rights under California law, including but not limited to the California Consumer Privacy Act of 2018, as amended by the California Privacy Rights Act and its implementing regulations. To learn more, please visit https://www.firstam.com/privacy-policy/. Contact Us: dataprivacy@firstam.com or toll free at 1-866-718-0097. ©2025 First American Financial Corporation and/or its affiliates.All rights reserved.NYSE:FAF Form 10-PRIVACY25(12-17-24) Page 2 of 2 2S111 BC-02300 14530 SW 103rd Ave Portland, OR 97224 o N I 02500 01800 1 0 O o 0 0 O N O O h O O O o 03100 0 el 0 o M o 0 0 0 0 o 01500 0 0 m 0 o v 00100 0 Q�"7 MEN UM 0 0 o 0 0 0 0 0 N 1� O O O 0 0 .., m rn o 0 0 "' 00300 o o o v o 0 00200 o c c 01200 a 0 0 0 0 0 0 0 0 0 00900 CO0 lel0 " 0 0 0 0 0 4 02800 QF'7 OGMB Q? 04700 0 02300 0 O No N au @L'JG7f7QQ0(J1317 1SG? 01900 0 rn o4aoo 02700 I Q a M ,a 0 o N IL O 02302 04300 0 0 � o O Gt. o v 0 O o N O Q QI 02603 Q 04500 04600 n0 02503 05000 ,13 0 0 0 rn 02401 N N M1 O 05100 oo 0 0 8 lap ©OQD001:3 Or 01311 01301 O N N O O O O ll I ._ O 0 01310 I 01302 ' Taxlot G Subject Taxlot 9/2/2 0 2 5 "" ,..._.. �.. ,=,,--._w = ., . . _a.,r.,, .... -=. ... Washington County,Oregon 2023-034071 D-DW Stn=19 S GALLARDO 08/15/2023 12:51:29 PM $10.00$11.00$5.00$60.00$825.00 $911.00 I,Joe Nelson,Director of Assessment and Taxation and Ex-Officio County Clerk for Washington County,Oregon,do hereby certify that ma F'k f t-, THIS SPACE RESE the within instrument of writing was received and recorded in the �S book of records of said county. Joe Nelson,Director of Assessment and Taxation,Ex-Officio County Clerk After recording return to: Greenwing Investments, LLC 14530 SW 103rd Ave /J Portland,OR 97224 Until a change is requested all tax statements shall be sent to the .e„,) following address: Greenwing Investments, LLC () ) 14530 SW 103rd Ave M Portland,OR 97224 - File No.: 7000-4073846(clb) -D... Date: June 09,2023 3 STATUTORY WARRANTY DEED CC David E. Ringe and Marisa Kozak Ringe,as tenants by the entirety, Grantor,conveys and warrants to Greenwing Investments,LLC,Grantee,the following described real property free of liens and encumbrances,except as specifically set forth herein: IT LEGAL DESCRIPTION: Real property in the County of Washington,State of Oregon,described as IT follows: LOT 20 AND THE NORTHERLY 10 FEET OF LOT 21,TIGARDVILLE HEIGHTS,IN THE CITY OF TIGARD,COUNTY OF WASHINGTON AND STATE OF OREGON, EXCEPT THEREFROM THE EASTERLY 519.03 FEET THEREOF. Subject to: 1. Covenants,conditions,restrictions and/or easements,if any,affecting title,which may appear in the public record, including those shown on any recorded plat or survey. The true consideration for this conveyance is$825,000.00. (Here comply with requirements of ORS 93.030) 2. The 2023-2024 Taxes,a lien not yet payable. Page 1 of 2 Non-Order Search Page 1 of 2 2023-34071 REC ALL Requested By: HarperTerrio, Printed:9/2/2025 7:00 PM • APN:R502334 Statutory Warranty Deed File No,:7000-4073846(clb) -continued 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, SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009, AND SECTIONS 2 TO 7, CHAPTER 8, OREGON LAWS 2010. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT,THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY THAT THE UNIT OF LAND BEING TRANSFERRED IS A LAWFULLY ESTABLISHED LOT OR PARCEL, AS DEFINED IN ORS 92.010 OR 215.010, TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES, AS DEFINED IN ORS 30.930, AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007, SECTIONS 2 TO 9 AND 17, CHAPTER 855, EGON LAWS 2009,AND SECTIONS 2 TO 7, CHAPTER 8,OREGON LAWS 2010. Dated this day of , 20 o ak R. ge David . Ringe STATE OF Oregon Q� ) ni� ,1�._ )SS. County of a. ) !,� This instrument was acknowledged before me on is L� day of , 20 by Marisa Kozak Ringe and David E. Ringe. idekt6--- Notary Public for Oregon . OFFICIAL STAMPC My commission expires: ?/20d27 �+� CANDACE LYNN BROWN NOTARY PUBLIC-OREGON ,; � COMMISSION NO.1004523 MY COMMISSION EXPIRES SEPTEMBER 28,2024 Page 2 of 2 Non-Order Search Page 2 of 2 2023-34071 REC ALL Requested By: HarperTerrio, Printed:9/2/2025 7:00 PM Washington County,Oregon 2002'063123 06/03/2002 10:13:20 AM D-E Cnta1 8tn=21 RECORD81 $15.00$6.00$11.00 •Totala$32.00 GGRANTOR: ary E. Fantz IUD I 1111111111H 1111111111 1E111 I Gay Fantz 00108322200200631230030038 I,Jerry Hanson,Director of Aueasment and Taxation u 14530 S.W. 103`d St. and Ex-0lflelo County ClerkrorWashingtonCounty, .� do hereby certify that the within Instrument of writing :. �,-e" Tigard, Oregon 97224 was received and recorded In the bogk o/neords of ,;� add county. •'Imo_". Jerry R.Hanson,Director mint and Taxation, 5: ` GRANTEE: Ex-0mclo County Clerk Troy M. Schmidt 10198 S.W. Inez St. Tigard, Oregon 97224 AFTER RECORDING RETURN To: Troy M. Schmidt 10190 S.W. Inez St. Tigard, Oregon 97224 UNTIL A CHANGE IS REQUESTED, ALL TAX STATEMENTS SHALL BE SENT TO THE FOLLOWING ADDRESS: No Change EASEMENT GARY E.FANTz and GAY FANTz,Grantors,hereby grant a perpetual,nonexclusive easement to TROY M. SCHMIDT, Grantee, over the real property described as follows: BEGINNING at the SW corner of Parcel 2 of Partition Plat No. 2001-068, located in the NW 1/4 of Section 11, T.2S., R.1W., WM, City of Tigard, Washington County, Oregon; said point also being the SE corner of that tract of land described in Document No.81-015073 Washington County Deed Records;thence,on the south line of said Tract,N89°51100"W 228.18 feet to the east right of way line of SW 103rd Avenue; thence, on said right of way line,N01°53'58" E 5.00 feet to a point when measured at right angles in 5.00 feet north of said south line;thence, 5.00 feet north of and parallel with said south line,S89°51'00"E 228.18 feet to the west line of said Parcel 2; thence on said west line, SO1°53'58" W 5.00 feet to the POINT OF BEGINNING. Said are containing 1,141 square feet more or less. (the Easement Area") as shown on the diagram on Exhibit" O attached hereto. 'l Page 1 of 1 -EASEMENT C:\DATA\Clients\55069\Easement02.wpd 2002-63123 The Easement Area is a portion of the real property owned by Grantors described as follows: Lot 20 and the Northerly 10 feet of Lot 21, TIGARDVILLE HEIGHTS, in the County of Washington and State of Oregon. The easement granted hereby is for the benefit of Grantee's real property described as follows: Parcel 2, Partition Plat 2001-68 in the City of Tigard, County of Washington, and State of Oregon. The terms of the easement are as follows: 1. Grantee shall use the Easement Area only for purposes of installing and maintaining a storm drain consisting of approximately 360 feet of five inch drainage pipe. 2. Grantee shall, at his own cost and expense, repair and return the Easement Area to its condition prior to the installation of the drainage pipe and shall take reasonable care to avoid damage to trees, root systems and other vegetation. 3. Grantee shall have no obligation for the maintenance of, care of, or other cost of ownership of the Easement Area, including real property tax assessments. 4. This easement is granted subject to all prior easements and other matters of record. The true and actual consideration for this conveyance is $10.00,receipt of which is hereby acknowledged by Grantors. IN WITNESS WHEREOF, this easement has been executed the 1 day of May, 2002. GRANTORS: GRANTEE: ..�� Gary E. anti, Grantor oy . Schmidt, antee ,ff, Gay nt Grantor Page 2 of 2-EASEMENT C:\DATA\Clients\55069\Easement02.wpd 2002-63123 STATE OF OREGON ) ) ss. County of Washington ) This instrument was acknowledged before me on the 31 day of May, 2002 by GARY E. FANTZ. „"- SHARON M.BACON es NOTARY PUBLIC-OREGON ,.: COMMISSION NO.355899 Notary Public for Oregon My COMMISSION EXPIRES MARCH 19,2006 ..�M .� OFFICIAL SEAL My Commission Expires: %-Let-2bo(., STATE OF OREGON ) ) ss. County of Washington ) This instrument was acknowledged before me on the '31 day of May,2002 by GAY FANTZ. �.!> OFFICIAL SEAL ' SHARON M.BACON'T `" ` NOTARY PUBLIC-OREGON ';'/ COMMISSION NO.355899 Notary Public for Oregon MY COMMISSION EXPIRES MARCH 19,2006 My Commission Expires: 3-t -Zoo 4* STATE OF OREGON ) ) ss. County of Washington ) This instrument was acknowledged before me on the 1 day of Mal}, 2002 by TROY M. SCHMIDT. OFFICIAL SEAL 6) )?'t / `�'"� PEGGY A.GLAZE Notary Pfor Oregon :, y NOTARY PUBLIC-OREGON MyCommission Expires: 'J`—AD—0 y `'' COMMISSION NO.333520 omm on p `'"�MY COMMISSION EXPIRES APRIL 10,2004 Page 3 of 3-EASEMENT C:\DATA\Clients\55069\Easement02.wpd • Washington County,Oregon 2008_026137 03/25/2008 09:16:30 AM D-RIB Cnt=1 8tn=13 I CASTILLO $20.00$5.00$11.00-Total=$36.00 01231194200800261370040049 I,Richard Hobemlcht,Directorof A merit and �,u RecordingInformation Taxation and Ex-do her County Clerk for Washington : ;,v a County,Oregon,do hereby certify that the within Instrument of writing was received and recorded In the ,, Name of Instrument: Declaration of Restrictive Covenant— p , book of records of said cou A �.,�r.1'� ' Heritage Tree#2 �1... + ch t" T�s' Richard Hobemlcht,Director of A msnt and ,4444=5' Grantor:Gary and Gay Fantz Taxation,Ex-Omclo County Clerk Benefited Party: City of Tigard After recording,mail to: City of Tigard,Attn:City Records 13125 SW Hall Blvd.,Tigard,OR 97223 No change in Tax Statement Mailing Address Declaration of Restrictive Covenant-Heritage Tree#2 Comes now Gary and Gay Fantz("Grantor")and,pursuant to the Heritage Tree protection provisions of the Tigard Municipal Code,hereby desires and does declare the following restrictive covenant(s)upon the following described Real Property,in compliance with terms,conditions,and provisions of the City of Tigard regulations relating to Heritage Trees: Real Property*Subject to Restrictive Covenant: Address: 14530 SW 103rd,Tigard,OR 97224 Tax Lot: 2S111BCO2300 General Location of the Heritage Tree on Real Property:The Monkey Puzzle(Araucania araucana)Heritage Tree is approximately 60'tall and 35'wide. It is generally located on the northwestern most portion of the property, approximately 10'south of the northern property line and 8'east of the western property line. *Address,Tax Lot number,property lines,and tree description are per January 2008 City maps and records. Restrictive Covenant(s): 1.The tree located upon the Real Property and accepted by the City of Tigard's Tree Board and approved by the City Council on September 12,2006 as a"Heritage Tree,"(as defined by the Tigard Municipal Code Section 9.08.010,) shall hereafter be protected as a"Heritage Tree"in accordance with Tigard Municipal Code Section 9.08,and all regulations thereto. Grantor covenants not to remove the Heritage Tree except as permitted by said Tigard Municipal Code Section 9.08. The covenant shall run with the land and be binding upon the Grantor,Grantor's successors and assigns and shall be a perpetual covenant provided,however,that this Covenant may be released and discharged by recording a document extinguishing this Covenant,executed by the City of Tigard,in the Official Records of Washington County,Oregon. The undersigned Grantors hereby covenant and represent to the City of Tigard that Grantor is the fee title owner or contract vendee of the Real Property and that this Declaration is executed pursuant to lawful authority if Grantor is an entity. Declaration of Restrictive Covenant—Heritage Tree#2,Page 1 of 2 Grantor: i x^ , By: ////:---2 c_., ----) CL,---"-- Name: 6 vi rug c; gig /`7t-Z- Title: 14-try►,ca s N It Date: / —V— 0 State of (9)1-e9 dl"--- County of Milo�� ss. Date: a 4l._ 3!, 00 g Subscribed and Sworn to before me by GAI2-Y Ll- • FAA)L Z(Individual)as his/her voluntary act and deed. ;� OFFICIAL SEAL CAROL A KRAGER �,, NOTARY PUBUC-OREGON Notary Public of C ' ,.. COMMISSION NO.402780 �/ / MY COMMISSION EXPIRES FEBRUARY 23,2010 My Commission Expires 7'''b • a3,cOJ() Grantor: By: i � � �Name: '''--------- Title: f-it �( t� _. Date: 1/-31/ 6 J State of C%'7.-,y6Y\-' County of )107;0 144'4. 101- ss. Date: 9-ia h. / , a 00 b Subscribed and Sworn to before me by Co A Y 1-1• 1 A Al!?_(Individual)as his/her voluntary act and deed. , '+ OFFICIAL SEAL =: CAROL A KRAGER Notary Public of &2e' d�� .�,� / NOTARY PUBUC-OREGON U COMMISSION NO.402780 a 3 a o1 MY COMMISSION EXPIRES FEBRUARY 23,2010 My Commission Expires e4 Q Declaration of Restrictive Covenant-Heritage Tree#2,Page 2 of 2 L Agenda Item Discussion&Comments Action Items (follow up) well as historic buildings. 8. Consider Park Manager Plaza presented information on this Motion by Councilor Acceptance of agenda item to the City Council. Sherwood, seconded by Matching Councilor Wilson,to adopt Funds to The City was notified recently that a grant was Resolution No. 06-57. Construct Jim awarded to the City for the Skate Park if$150,000 in Griffith matching funds would be provided for construction. The motion was approved Memorial Skate by a unanimous vote of Park Funding of the Skate Park will come from Park Council present. SDCs,Donations and the Grant. Mayor Dirksen Yes Michael Kent and Chas Caldwell were also present Councilor Harding Yes • and made comments about their plans to use the Councilor Sherwood Yes Skate Park.These two young people also made the Councilor Wilson Yes presentation to the State committee responsible for awarding grant money. The Skate Park should be through the permit process in the next 30 days,construction would begin this fall, and the Grand Opening held next summer. Grant money was also received from Tony Hawk who sent a sketch of a couple of ideas to improve the plans for Tigard's Skate Park. These ideas were incorporated. Donations for the Skate Park would still be appreciated.Tigard was prepared to fully fund the Skate Park if needed;however,because of the grant, more SDC funds can be used to fund other park needs in the City. Councilor Harding noted the growing popularity with this sport over the last several years. This park facility will be well utilized. Mr. Rich Carlson acknowledged a number of contributors over the last five years including Landmark Ford,Tigard Liquor Store,Verizon, GI Joes,and the Tigard Optimists. RESOLUTION NO. 06-57—A RESOLUTION AUTHORIZING THE ACCEPTANCE OF A $150,000 STATE OF OREGON LOTTERY Tigard City Council Meeting Minutes September 12,2006 Page 10 Heritage Tree#2 Designation and Preservation Agreement Oft Upon acceptance by the Tigard City Council on September 12,2006,I,Gary and Gay Fantz,the owners of the following described property,agree that a certain tree or trees thereon and more fully described herein shall be placed on the City of Tigard's list of Heritage Trees and thereafter preserved and protected. We recognize and agree that placement on this list is due to the landmark importance of the tree due to age,size, species,horticultural quality or historic importance of such tree and its retention will not interfere with the use of the property upon which it is located. The property on which the tree is located is described on the records of the Washington County Department of Assessment and Taxation as: 2S111BCO2300. The species of the tree to be preserved is a Monkey Puzzle (Araucania araucana). The tree is more particularly located on the northwestern most portion of the property,approximately 10'south of the northern property line and 8'east of the western property line. The Monkey Puzzle(Araucaria araucana)is approximately 60'tall and 35'wide. *Address,Tax Lot number,property lines,and tree description are per January 2008 City maps and records. As owners of the property and the tree,we recognize and agree that this Heritage Tree designation does not affect our title and,therefore,we will indemnify and hold the City harmless from any claim which challenges this designation. We also understand and agree that tree maintenance,care and/or pruning continues to be our responsibility as the property owners and not the City's,and that we will,to the best of our ability, preserve the tree from disease and death. Finally,we agree to forfeit any exemption we may have from the Tigard Municipal Code which might otherwise permit us to cut down the tree. This forfeiture of exemption does not prohibit us from requesting removal of the designation of Heritage Tree in accordance with section 9.08.060 of the Tigard Municipal Code. The covenants and conditions in this agreement shall run with the land and shall bind ourselves,as well as our heirs,successors and assigns. A separate Declaration of Restrictive Covenant for Heritage Tree#2 is filed in the County Recorder's Office. /Ve) BY: • Date wn f's name) /_ 3 / _0 BY: � . Date own 's name) Approved and accepted by the Tigard City Council this day of ,20_. CITY OF TIGARD,OREGO BY: Mayor BY: City Recorder Washington County,Oregon 2023-034072 S_m Stn=19 S GALLARDO 08/15/2023 12:51:29 PM After recording mail to: $45.00$11.00$5.00$60.00 $121.00 I,Joe Nelson,Director of Assessment and Taxation and Ex-Officio James A. Stenger County Clerk for Washington County,Oregon,do hereby certify that Suite 202-189 the within instrument of writing was received and recorded in the book of records of said coun . 29030 SW Town Center Lp E Joe Nelson,Director of Assessment and Wilsonville OR 97070 Taxation,Ex-Officio County Clerk DATE: atli;(, / ,20 23 GRANTOR: Greenwing Investments LLC 16869 SW 65th Ave.,Ste 115 Lake Oswego OR 97035 BENEFICIARY: See Exhibit"A"Attached do James Stenger. 29030 SW Town Center Loop E,#202-189 Wilsonville,OR 97070 Cn TRUSTEE: First American Title Company of Oregon 121 SW Morrison Street Fl 3, Portland, OR 97204 STREET ADDRESS OF PROPERTY: 14530 SW 103RD AVE, TIGARD,OR 97224 Z U ASSESSORS TAX ACCOUNT NO. PROPERTY: R502334 w Loan Number: 2331 2 cr TRUST DEED THIS TRUST DEED is made a(,(A US+ / ,20Z3between Greenwing Investments LLC, as Grantor, Enter Trustee #'to the left, as Trustee, and Roger A. Wooley as to a 5.4765% undivided interest, James A. Stenger and Trudy L Stenger husband and wife as to a 5.4766% undivided interest, Equity Trust Company Custodian FBO Trudy L. Stenger IRA as to a 1.2613%undivided interest, Equity Trust Company Custodian FBO Richard L. Steinbrugge IRA as to a 4.1491% undivided interest, Margaret B Sawyer as to a 4.1489% undivided interest, Alan Rothstein Revocable Living Trust dated July 2, 2003, Alan F Rothstein, Trustee as to a 6.6383% undivided interest, Kim Nordberg as to a 5.4767% undivided interest, Equity Trust Company Custodian FBO Danton S. Mendell IRA as to a 3.4851% undivided interest, Sharon Meigs Family Trust dated 7/11/2013, Sharon Meigs, Trustee as to a 5.5429%undivided interest, Equity Trust Company Custodian FBO Gregory McInnis IRA #200235767 as to a 1.7425% undivided interest, Equity Trust Company Custodian FBO Brian Martin IRA as to a 5.9744% undivided interest, Raymond N. Majhor as to a 3.3191% undivided interest, Jeff V Lanford as to a 5.4708% undivided interest, Page 1 of 9 Greenwing Tigard Cottages Lot 2331 Greenwing Investments LLC Non-Order Search Page 1 of 9 2023-34072 REC ALL Requested By: HarperTerrio, Printed:9/2/2025 7:01 PM Equity Trust Company Custodian FBO Donna Klostermann IRA as to a 5.5098%undivided interest, Equity Trust Company Custodian FBO George R. Kanellis IRA as to a 5.5595% undivided interest, Grant 401k Plan as to a 5.8085% undivided interest, Raymond G. and Darlene J. Good, husband and wife as to a 5.6425% undivided interest, Stephen D Glynn as to a 5.4932% undivided interest, Cathie E. Gleeson Restated Living Trust Dtd March 25th, 2010, Cathie E. Gleeson trustee as to a 5.5263% undivided interest, Equity Trust Company Custodian FBO Michael A. Gallego IRA as to a 4.9787% undivided interest, and Richard Buechel as to a 3.3193% undivided interest, as Beneficiary. WITNESSETH: Grantor irrevocably grants, bargains, sells and conveys to Trustee in trust, with power of sale, the property located in Washington County, Oregon, which is more fully described in the attached Exhibit "B", together with all and singular the tenements, hereditaments and appurtenances and all other rights thereunto belonging or in anywise now or hereafter appertaining, and the rents, issues and profits thereof and all fixtures now or hereafter attached to or used in connection with said real estate. FOR THE PURPOSE OF SECURING PERFORMANCE of each agreement of Grantor herein contained and payment of the sum of $602,568.00, with interest thereon according to the terms of a promissory note dated August 15, 2023, payable to Beneficiary or order and made by Grantor, the final payment of principal and interest hereof, if not sooner paid, to be due and payable November 15, 2024. The date of maturity of the debt secured by this instrument is the date,stated above, on which the final installment of said note becomes due and payable. In the event the within described property, or any part thereof, or any interest therein is sold, agreed to be sold, conveyed, assigned or alienated by the Grantor without first having obtained the written consent or approval of the Beneficiary, then, at the Beneficiary's option, all obligations secured by this instrument, irrespective of the maturity dates expressed therein, or herein, shall become immediately due and payable. To protect the security of this trust deed, Grantor agrees: 1. To protect, preserve and maintain said property in good condition and repair; not to remove or demolish any building or improvement thereon; not to commit or permit any waste of said property. 2. To complete or restore promptly and in good and workmanlike manner any building or improvement which may be constructed, damaged or destroyed thereon, and pay when due all costs incurred therefor. 3. To comply with all laws, ordinances, regulations, covenants, conditions and restrictions affecting said property; if the Beneficiary so requests, to join in executing such financing statements pursuant to the Uniform Commercial Code as the Beneficiary may require and to pay for filing same in the proper public office or offices, as well as the cost of Page 2 of 9 Greenwing Tigard Cottages Lot 2331 Greenwing Investments LLC Non-Order Search Page 2 of 9 2023-34072 REC ALL Requested By: HarperTerrio, Printed:9/2/2025 7:01 PM all lien searches made by filing officers or searching agencies as may be deemed desirable by the Beneficiary. 4. To provide and continuously maintain insurance on the buildings now or hereafter erected on the said premises against loss or damage and such other hazards as the Beneficiary may from time to time require, in an amount not less than the insurable value,written in companies acceptable to the Beneficiary,with Beneficiary named as Loss Payee; all policies of insurance shall be delivered to the Beneficiary as soon as insured; if the Grantor shall fail for any reason to procure any such insurance and to deliver said policies to the Beneficiary at least fifteen days prior to the expiration of any policy of insurance now or hereafter placed on said buildings,the Beneficiary may procure the same at Grantor's expense. Flood and Earthquake coverage are not required. The amount collected under any fire or other insurance policy may be applied by Beneficiary upon any indebtedness secured hereby and in such order as Beneficiary may determine,or at option of Beneficiary the entire amount so collected, or any part thereof, may be released to Grantor. Such application or release shall not cure or waive any default or notice of default hereunder or invalidate any act done pursuant to such notice. 5. To keep said premises free from construction liens and to pay all taxes, assessments and other charges that may be levied or assessed upon or against said property before any part of such taxes, assessments and other charges become past due or delinquent and promptly deliver receipts therefor to Beneficiary;should the Grantor fail to make payment of any taxes, assessments, insurance premiums, liens or other charges payable by Grantor, either by direct payment or by providing Beneficiary with funds with which to make such payment, Beneficiary may, at his option, make payment thereof, and the amount so paid, with interest at the rate set forth in the note secured hereby, together with the obligations described in paragraphs 6&7 of this trust deed, shall be added to and become a part of the debt secured by this trust deed, without waiver of any rights arising from breach of any of the covenants hereof and for such payments, with interest as aforesaid, the property hereinbefore described, as well as the Grantor, shall be bound to the same extent that they are bound for the payment of the obligation herein described,and all such payments shall be immediately due and payable without notice, and the nonpayment thereof shall, at the option of the Beneficiary, render all sums secured by this trust deed immediately due and payable and constitute a breach of this trust deed. 6. To pay all costs, fees and expenses of this trust including the cost of title search as well as the other costs and expenses of the Trustee incurred in connection with or in enforcing this obligation and Trustee's and attorney's fees actually incurred. 7. To appear in and defend any action or proceeding purporting to affect the security rights or powers of Beneficiary or Trustee; and in any suit, action or proceeding in which the Beneficiary or Trustee may appear, including any suit for the foreclosure of this deed, to pay all costs and expenses, including evidence of title and the Beneficiary's or Trustee's attorney's fees;the amount of attorney's fees mentioned in this paragraph 7 in all cases shall be fixed by the trial court and in the event of an appeal from any judgment or decree of the trial court, Grantor further agrees to pay such sum as the appellate court shall Page 3 of 9 Greenwing Tigard Cottages Lot 2331 Greenwing Investments LLC Non-Order Search Page 3 of 9 2023-34072 REC ALL Requested By: HarperTerrio, Printed:9/2/2025 7:01 PM adjudge reasonable as the Beneficiary's or Trustee's attorney's fees on such appeal and any attorney's fees and costs incurred by Beneficiary in enforcing this Trust Deed in the United States Bankruptcy Court. It is mutually agreed that: 8. In the event that any portion or all of said property shall be taken under the right of eminent domain or condemnation, Beneficiary shall have the right, if he so elects,to require that all or any portion of the monies payable as compensation for such taking, which are in excess of the amount required to pay all reasonable costs, expenses and attorney's fees necessarily paid or incurred by Grantor in such proceedings,shall be paid to Beneficiary and applied by him first upon any reasonable costs and expenses and attorney's fees, both in the trial and appellate courts, necessarily paid or incurred by Beneficiary in such proceedings, and the balance applied upon the indebtedness secured hereby; and Grantor agrees, at his own expense, to take such actions and execute such instruments as shall be necessary in obtaining such compensation, promptly upon Beneficiary's request. 9. At any time and from time to time upon written request of Beneficiary, payment of its fees and presentation of this deed and the note for endorsement(in case of full reconveyances, for cancellation), without affecting the liability of any person for the payment of the indebtedness,Trustee may(a)consent to the making of any map or plat of said property; (b)join in granting any easement or creating any restriction thereon; (c)join in any subordination or other agreement affecting this deed or the lien or charge thereof;(d) reconvey, without warranty, all or any part of the property. The grantee in any reconveyance may be described as the"person or persons legally entitled thereto,"and the recitals therein of any matters or facts shall be conclusive proof of the truthfulness thereof. 10. Upon any default by Grantor hereunder, Beneficiary may at any time without notice, either in person, by agent or by a receiver to be appointed by a court, and without regard to the adequacy of any security for the indebtedness hereby secured, enter upon and take possession of said property or any part thereof, in his own name sue or otherwise collect the rents, issues and profits, including those past due and unpaid, and apply the same, less costs and expenses of operation and collection, including reasonable attorney's fees upon any indebtedness secured hereby, and in such order as Beneficiary may determine. 11. The entering upon and taking possession of said property, the collection of such rents, issues and profits, or the proceeds of fire and other insurance policies or compensation or awards for any taking or damage of the property, and the application or release thereof as aforesaid, shall not cure or waive any default or notice of default hereunder or invalidate any act done pursuant to such notice. 12. Upon default by Grantor in payment of any indebtedness secured hereby or in his performance of any agreement hereunder, time being of the essence with respect to such payment and/or performance, the Beneficiary may declare all sums secured hereby Page 4 of 9 Greenwing Tigard Cottages Lot 2331 Greenwing Investments LLC Non-Order Search Page 4 of 9 2023-34072 REC ALL Requested By: HarperTerrio, Printed:9/2/2025 7:01 PM immediately due and payable. In such an event the Beneficiary at its election may proceed to foreclose this trust deed in equity as a mortgage or direct the Trustee to foreclose this trust deed by advertisement and sale, or may direct the Trustee to pursue any other right or remedy, either at law or in equity, which the Beneficiary may have. In the event the Beneficiary elects to foreclose by advertisement and sale, the Beneficiary or the Trustee shall execute and cause to be recorded his written notice of default and his election to sell the said described real property to satisfy the obligation secured hereby whereupon the Trustee shall fix the time and place of sale, give notice thereof as then required by law and proceed to foreclose this trust deed in the manner provided in ORS 86.735 to 86.795. 13. After the Trustee has commenced foreclosure by advertisement and sale,and at any time prior to 5 days before the date the Trustee conducts the sale, the Grantor or any other person so privileged by ORS 86.753, may cure the default or defaults. If the default consists of a failure to pay, when due, sums secured by the trust deed, the default may be cured by paying the entire amount due at the time of the cure other than such portion as would not then be due had no default occurred. Any other default that is capable of being cured may be cured by tendering the performance required under the obligation or trust deed. In any case, in addition to curing the default or defaults, the person effecting the cure shall pay to the Beneficiary all costs and expenses actually incurred in enforcing the obligation of the trust deed together with Trustee's and attorney's fees not exceeding the amounts provided by law. 14. Otherwise, the sale shall be held on the date and at the time and place designated in the notice of sale or the time to which said sale may be postponed as provided by law. The Trustee may sell said property either in one parcel or in separate parcels and shall sell the parcel or parcels at auction to the highest bidder for cash,payable at the time of sale.Trustee shall deliver to the purchaser its deed in form as required by law conveying the property so sold, but without any covenant or warranty, express or implied. The recitals in the deed of any matters of fact shall be conclusive proof of the truthfulness thereof. Any person,excluding the Trustee, but including the Grantor and Beneficiary,may purchase at the sale. 15. When Trustee sells pursuant to the powers provided herein, Trustee shall apply the proceeds of sale to payment of (1) the expenses of sale, including the compensation of the Trustee and a reasonable charge by Trustee's attorney, (2) the obligation secured by the trust deed, (3) all persons having recorded liens subsequent to the interest of the Trustee in the trust deed as their interests may appear in the order of their priority and(4)the surplus, if any,to the Grantor or to its successor in interest entitled to such surplus. 16. Beneficiary may from time to time appoint a successor or successors to any trustee named herein or to any successor trustee appointed hereunder. Upon such appointment, and without conveyance to the successor trustee, the latter shall be vested with all title, powers and duties conferred upon any trustee herein named or appointed hereunder. Each such appointment and substitution shall be made by written instrument executed by Beneficiary, which, when recorded in the mortgage records of the county or Page 5 of 9 Greenwing Tigard Cottages Lot 2331 Greenwing Investments LLC Non-Order Search Page 5 of 9 2023-34072 REC ALL Requested By: HarperTerrio, Printed:9/2/2025 7:01 PM counties in which the property is situated, shall be conclusive proof of proper appointment of the successor trustee. 17. Trustee accepts this trust when this deed,duly executed and acknowledged, is made a public record as provided by law. Trustee is not obligated to notify any party hereto of pending sale under any other deed of trust or of any action or proceeding in which Grantor, Beneficiary or Trustee shall be a party unless such action or proceeding is brought by Trustee. 18. The Grantor covenants and agrees to and with the Beneficiary and those claiming under him, that it is lawfully seized in fee simple of said described real property and has a valid, unencumbered title thereto except for the exceptions set forth on Exhibit "B"attached hereto and that it will warrant and forever defend the same against all persons whomsoever. 19. This deed applies to, inures to the benefit of and binds all parties hereto,their heirs, legatees,devisees, administrators,executors, personal representatives,successors and assigns. The term Beneficiary shall mean the holder and owner, including pledgee, of the contract secured hereby, whether or not named as a beneficiary herein. In construing this deed and whenever the context so requires, the masculine gender includes the feminine and the neuter, and the singular number includes the plural. 20. In the event that improvements are made to the subject property,the Grantor shall provide the Beneficiary with written notice of the improvements that are going to be made and the source for the payment of the construction of these improvements. Grantor shall insure all such improvements in an amount of not less than the then insurable interest of the improvements with Beneficiary named as loss payee. Grantor will pay when due all statements for materials provided or labor performed in the construction of any improvement on the subject real property. 21. The interest rate, payment terms, or balance due on the Trust Deed and the loan secured thereby, may be indexed, adjusted, renewed,or renegotiated by Grantor and Beneficiary and signed by all parties. This does not constitute an obligation on the part of lender. 22. IF ANY PROVISION OF THESE INSTRUCTIONS IS DEEMED TO BE INVALID, SUCH PROVISION SHALL BE REFORMED TO BE VALID AND IN NO WAY SHALL AFFECT THE VALIDITY OF THE OTHER PROVISION(S). Page 6 of 9 Greenwing Tigard Cottages Lot 2331 Greenwing Investments LLC Non-Order Search Page 6 of 9 2023-34072 REC ALL Requested By: HarperTerrio, Printed:9/2/2025 7:01 PM WARNING: Unless Grantor provides Beneficiary with evidence of insurance coverage as required by the contract or loan agreement between them, Beneficiary may purchase insurance at Grantor's expense to protect Beneficiary's interest. This insurance may, but need not, also protect Grantor's interest. If the collateral becomes damaged, the coverage purchased by Beneficiary may not pay any claim made by or against Grantor. Grantor may later cancel the coverage by providing evidence that Grantor has obtained property coverage elsewhere. Grantor is responsible for the cost of any insurance coverage purchased by Beneficiary,which cost may be added to Grantor's contract or loan balance. If it is so added, the interest rate on the underlying contract or loan will apply to it. The effective date of coverage may be the date Grantor's prior coverage lapsed or the date Grantor failed to provide proof of coverage. The coverage Beneficiary purchases may be considerably more expensive than insurance Grantor might otherwise obtain alone and may not satisfy any need for property damage coverage or any mandatory liability insurance requirements imposed by applicable law. Greenwing Investments LLC Edelman Interests, Inc., member of Greenwing Investments LLC,Steve T.Edelman,president of Edelman Interests, Inc. STATE OF OREGON ) `�'- ) ss. County of g(�-4'r►t ) This instrument was acknowledged before e n G u-Sf 112o2j by Edelman Interests, Inc., member of Greenwing Investment LLC, Steve T. Edelman, president of Edelman Interests, Inc No ary Public for Oregon 11 OFFICIAL STAMP My Commission Expires: / � ti.,, a CANDACE LYNN BROWN T.- '" NOTARY PUBLIC-OREGON �.Jo COMMISSION NO.1004523 MY COMMISSION EXPIRES SEPTEMBER 28,2024 Page 7 of 9 Greenwing Tigard Cottages Lot 2331 Greenwing Investments LLC Non-Order Search Page 7 of 9 2023-34072 REC ALL Requested By: HarperTerrio, Printed:9/2/2025 7:01 PM Exhibit A Beneficiarys Roger A. Wooley as to a 5.4765% undivided interest, James A. Stenger and Trudy L Stenger husband and wife as to a 5.4766% undivided interest, Equity Trust Company Custodian FBO Trudy L. Stenger IRA as to a 1.2613% undivided interest, Equity Trust Company Custodian FBO Richard L. Steinbrugge IRA as to a 4.1491% undivided interest, Margaret B Sawyer as to a 4.1489% undivided interest, Alan Rothstein Revocable Living Trust dated July 2, 2003, Alan F Rothstein, Trustee as to a 6.6383% undivided interest, Kim Nordberg as to a 5.4767% undivided interest, Equity Trust Company Custodian FBO Danton S. Mendell IRA as to a 3.4851% undivided interest, Sharon Meigs Family Trust dated 7/11/2013, Sharon Meigs, Trustee as to a 5.5429% undivided interest, Equity Trust Company Custodian FBO Gregory McInnis IRA #200235767 as to a 1.7425% undivided interest, Equity Trust Company Custodian FBO Brian Martin IRA as to a 5.9744% undivided interest, Raymond N. Majhor as to a 3.3191% undivided interest, Jeff V Lanford as to a 5.4708% undivided interest, Equity Trust Company Custodian FBO Donna Klostermann IRA as to a 5.5098%undivided interest, Equity Trust Company Custodian FBO George R. Kanellis IRA as to a 5.5595% undivided interest, Grant 401k Plan as to a 5.8085% undivided interest, Raymond G. and Darlene J. Good, husband and wife as to a 5.6425% undivided interest, Stephen D Glynn as to a 5.4932% undivided interest, Cathie E. Gleeson Restated Living Trust Dtd March 25th, 2010, Cathie E. Gleeson trustee as to a 5.5263% undivided interest, Equity Trust Company Custodian FBO Michael A. Gallego IRA as to a 4.9787% undivided interest, and Richard Buechel as to a 3.3193% undivided interest Page 8 of 9 Greenwing Tigard Cottages Lot 2331 Greenwing Investments LLC Non-Order Search Page 8 of 9 2023-34072 REC ALL Requested By: HarperTerrio, Printed:9/2/2025 7:01 PM EXHIBIT B LEGAL DESCRIPTION Real property in the County of Washington, State of Oregon, described as follows: LOT 20 AND THE NORTHERLY 10 FEET OF LOT 21, TIGARDVILLE HEIGHTS, IN THE CITY OF TIGARD,COUNTY OF WASHINGTON AND STATE OF OREGON,EXCEPT THEREFROM THE EASTERLY 519. 03 FEET THEREOF. 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I r J v ' w.v a" o . ' are/or reference only and may not indicate the most cunen!property Uganda;tee Q o �, ; 44 , 1 „j 9.8 ' , Please consult the app/opnale map/o,the rnosl ai/renl rnlorrnaticn 0m o, ."4 "o Jg', '•� I a 20 " _ 1zs•93, ,:a _1 ,:100.01 ,"loaao', , (. , 7700 . , , " "--� "`14T19 .i7S 64 130 od .1 /18 S5Ti 'o. r 0" .60.1 . , N ` \ s4 anoo'- l, •i , "°+ 71,. m, , 46-G o TIGARD • zslttGeb2yoo A ,• 1JYoo .,1 ', s¢7 It .2st ADO" i 600 � s,;,geog30o �� w ��, 12 �� ` 2S111 BC EXHIBIT C BUILDING DESIGN Details will be submitted for review prior to submittal of building permits. EXHIBIT D LANDSCAPING PLAN Details will be submitted for review prior to submittal of building permits. EXHIBIT E TREE INVENTORY Addendum to Tree Inventory Report Prepared for: Green Wing Restorations; Nick Daniken Date Prepared: September 25, 2025 Site Address: 5501 E Burnside St., Portland, OR 97215 Prepared by: Tillis Tree Care, Dustin Tillis Marchello (ISA#WE-5871A) Contact: 503-387-3035, tillistree@gmail.com Tree Update: Monkey Puzzle (Tree ID: 11007) Date of Revisit: August 14, 2025 DBH: 25 inches Updated Condition: Poor Notes: The Monkey Puzzle tree (Tree ID: 11007), previously assessed on May 9, 2024, as "Good" with no obvious defects, was revisited on August 14, 2025. The tree is now deceased, exhibiting no signs of live foliage or growth. This represents a significant decline from its previous condition, meeting the criteria for "Poor" as defined by Matheny and Clark (Trees and Development: A Technical Guide to the Preservation of Trees During Land Development), indicating a tree in poor health that is expected to continue to decline regardless of treatment. Sincerely, Dustin T. Marchello ISA Certified Arborist #WE-5871A ISA Certified Tree Risk Assessor Tree Inventory PREPARED FOR: Green Wing Restorations; Nick Daniken DATE PREPARED: May 9th, 2024 SITE ADDRESS: 14530 SW 103rd Ave Portland, OR 97224 PREPARED BY: Tillis Tree Care Dustin Tillis Marchello (ISA #WE-5871A) 503-387-3035 tillistree@gmail.com Tree DBH Condition Notes 11026. Larch. 25 Moderate Decline. 11020. Norway 26 Good No obvious Maple. defects. 11007. Monkey 25 Good No obvious Puzzle defects. 10903. Oak. 42 Good No obvious defects. 10870. Norway 74 Good No obvious maple defects. 10509. Bay 32 Good No obvious Laurel. defects. 10606. Dawn 64 Good No obvious Redwood defects. 10481. 26 Good No obvious Ponderosa. defects. 10480. 26 Good No obvious Ponderosa defects. 10479. 14 Good No obvious Ponderosa. defects. 10478. 31 Good No obvious Ponderosa. defects. 10477. 36 Good No obvious Ponderosa defects. 10476.Cherry. 7 Good No obvious defects. 10257.Douglas 38 Good No obvious fir. defects. 10256. Dawn 62 Good No obvious Redwood. defects. 10260. Apple 15 Good No obvious defects. 10258. Western 43 Good No obvious Red Cedar. defects. 10259. Apple 12 Good No obvious defects. 10335. Cherry 7 Good No obvious defects. 10261. 10 Good No obvious Japanese Maple. defects. 10262. Douglas 25 Good No obvious Fir. defects. 10264. Douglas 17 Good No obvious Fir defects. 10265. Douglas 23 Good Built up soil on the Fir North side. 10266. Douglas 25 Good No obvious fir defects. 10267. Douglas 21 Good No obvious fir. defects. 10268. Douglas 23 Good No obvious fir. defects. 10269. Douglas 21 Good No obvious fir. defects. 10270. Douglas 28 Good Ivy 30ft up trunk Fir 10305. Locust. 50 Moderate Sparse canopy recline 10263. Chinese 21 Good No obvious fir defects. Definitions of"Good", "Moderate", and "Poor" defined by Trees and Development:A Technical Guide to the Preservation of Trees During Land Development by Nelda Matheny and James R. Clark. The definitions are as follows: Good: Tree with good health and structural stability that has the potential for longevity at the site. Moderate: Tree with fair health and/or structural defects that can be abated with treatment; tree will require more intense management and monitoring and may have a shorter lifespan than those in the "Good" category. Poor: Tree in poor health or with significant defects that cannot be mitigated; Tree is expected to continue to decline, regardless of treatment; the species or individual may have characteristics undesirable for landscape and is generally unsuitable for use areas Tillis Tree Care Dustin Tillis Marchello (ISA #WE-5871A) 503-387-3035 tillistree@gmail.com Sincerely, Dustin T. Marchello ISA Certified Arborist #WE-5871A ISA Certified Tree Risk Assessor EXHIBIT F ARBORIST REPORT- URBAN FORESTRY PLAN Details will be submitted for review at a later date. EXHIBIT G PRE-APPLICATION MATERIALS 1114 ■ City of Tigard Pre-Application Conference Notes TIGARD Residential Developments Meeting Date: July 17, 2025 PRE2025-00026 Applicant: Greenwing Investments LLC Contact: 541-778-9333/nick@greenwingpdx.com Applicant's Rep: Nick Daniken Contact: 541-778-9333/ nick@greenwingpdx.com Proposal: Applicant proposes a three-lot partition on 14480 SW 103'Ave. and a five- lot subdivision on 14530 SW 103Td Ave. Property Location: 14530 SW 103'Ave - 2S111BC Tax Lot 02300 14480 SW 103'Ave - 2S111BC Tax Lot 00900 Base Zone: RES-B Sensitive Lands: NA Plan District: ❑ Yes ® No Required Applications: Subdivision (Type II), Partition (Type II) Planner: Nikki Tuason Contact: 503-718-2450/ nilddt@tigard-or.gov Engineer: Buck Smith Contact: 503-718-2464/ buck.smith@tigard-or.gov and Use Application Review Process 18.710 Land Use Review Procedures The application proposed is subject to a Type II procedure, as provided in Section 18.710.060. The approval authority is the Community Development Director,and the appeal authority is the Hearings Officer. Review the complete procedures in Chapter 18.710. A neighborhood meeting is required. For submittal requirements,refer to Subsection 18.710.030.0 and Pre-application packet for requirements. Prior to submittal of the application,you will need to schedule an appointment with the Permit Counter, 503-718-2421. Applicable Chapters ,� 18.110 Residential Zones ❑ 18.660 Tigard Triangle Plan District ❑ 18.210 Residential General Provisions 0 18.670 Washington Square Regional Center O 18.220 Accessory Dwelling Units I1 18.710 Land Use Review Procedures O 18.230 Apartments 0 18.715 Adjustments O 18.240 Cottage Clusters 0 18.720 Annexation O 18.250 Courtyard Units 0 18.740 Conditional Uses O 18.260 Mobile Home Parks 0 18.750 Historic Resources O 18.270 Quads 0 18.760 Home Occupations 1�1 18.280 Rowhouses 0 18.770 Planned Developments O 18.290 Small Form Residential 0 18.780 Site Development Review O 18.410 Off-Street Parking and Loading 0 18.790 Text and Map Amendments 1�1 18.420 Landscaping and Screening I 18.805 Lot Standards O 18.440 Temporary Uses 0 18.810 Lot Line Adjustments&Consolidations O 18.450 Wireless Communication Facilities 0 18.820 Land Partitions O 18.510 Sensitive Lands I 18.830 Subdivisions O 18.520 Significant Tree Groves J 18.910 Improvement Standards ❑ 18.620 Bridgeport Village Plan District 0 18.920 Access,Egress& Circulation O 18.640 River Terrace Plan District @ 18.930 Vision Clearance Areas O 18.650 Tigard Downtown Plan District Applicable Standards 18.110 RESIDENTIAL ZONES Applicable Zone: RES-B 18.290 SMALL FORM RESIDENTIAL RES-B: Minimum Lot Size: 7,500 SF Maximum Lot Size: 9,375 SF 2 Please review the development standards for the applicable housing type in the chapter noted above. 18.420 LANDSCAPING AND SCREENING Required Landscaping (Section 18.420.040) Minimum Landscape Area: 20% The minimum landscape area standard must be provided on the site and may be met by any combination of the following: 1. Landscaping,including parking lot landscaping, that meets the L-1 landscaping standard (see below); 2. Landscaping that meets the S-2, S-3, or S-4 screening standard where required by the applicable development standards chapter; 3. Any required above-ground vegetated stormwater facility; or 4. Other areas as specified by the applicable development standards chapter. Standard ' equirements Any combination of trees,plants, or lawn with or without other natural or L-1 artificial landscaping elements such as ponds, fountains,lighting, benches, bridges, rocks,paths, sculptures,trellises, or screens. Required Tree Canopy (Section 18.420.060) Minimum Site Tree Canopy: 0 40% for the overall site and 15%per lot in the RES-B zone Minimum Number of Street Trees: 1 street tree per 40 feet of frontage An urban forestry plan is required to demonstrate compliance with tree canopy standards. An urban forestry plan must be prepared by a landscape architect or both a certified arborist and tree risk assessor, as provided in the Urban Forestry Manual Section 10 (except for MLPs).The plan must include: o Tree preservation and removal site plan- Section 10,Part 1 of Urban Forestry Manual o Tree canopy site plan- Section 10, Part 2 of Urban Forestry Manual o Supplemental report- Section 10, Part 3 of Urban Forestry Manual o Parking lot tree canopy standards- Provide the minimum effective tree canopy percentage for all parking areas,including parking spaces and drive aisles. Only the percentage of tree canopy directly above parking areas may count toward meeting this standard. o Street trees- Include where right-of-way improvements are required at a rate of 1 tree for 40 lineal feet of frontage. 3 18.805 LOT STANDARDS B. Lot shape. Each lot for quad,rowhouse, or small form residential development must be rectilinear in shape with straight side lot lines at right angles to front lot lines, and straight rear lot lines parallel to front lot lines, except where not practicable due to location along a street radius or because of existing natural features or lot lines. Side and rear lot lines that are segmented must not contain cumulative lateral changes in direction that exceed 10% of the distance between opposing lot corners, as measured using the process of Subsection 18.40.060.C. C. Lot frontage. Each lot must have a minimum of 40 feet of frontage on a public or private right- of-way, except for the following types of lots: 1. Flag lots and rowhouse lots must have a minimum of 15 feet of frontage on a public or private right-of-way; 2. Lots with curved frontages along cul-de-sacs or eyebrows must have a minimum of 20 feet of frontage on a public or private right-of-way as measured along the arc of the front lot line; and 3. Lots at the terminus of a private street must have a minimum of 20 feet of frontage on a private right-of-way. 18.830 SUBDIVISIONS 18.830.040 Approval Criteria—Preliminary Plat The approval authority will approve or approve with conditions an application for a preliminary plat when all of the following are met: A. The proposed preliminary plat must comply with all applicable standards and provisions of this title and the Tigard Municipal Code; B. The proposed lots must comply with the lot standards as provided in Chapter 18.805 Lot Standards. C. The proposed plat name must not be duplicative and must satisfy the provisions of ORS Chapter 92; D. The streets and roads must be laid out so as to conform to the plats of subdivisions and partitions already approved for adjacent property as to width, general direction and in all other respects unless the city determines it is in the public interest to modify the street or road pattern; and E. An explanation must be provided for all common improvements. 18.830.050 Approval Criteria—Final Plat A final plat will be approved when all of the following are met: A. The final plat complies with the preliminary plat approved by the approval authority and all conditions of approval have been met; B. The streets and roads for public use are dedicated without reservation or restriction other than revisionary rights upon vacation of any such street or road and easements for public utilities; C. The streets and roads held for private use and indicated on the preliminary plat of such subdivision have been approved by the city; 4 D. The plat contains a donation to the public of all common improvements,including but not limited to streets,roads, parks, sewage disposal, and water supply systems; E. An explanation is included that explains all of the common improvements required as conditions of approval and are in recordable form and have been recorded and referenced on the plat; F. The plat complies with the applicable zoning ordinance and other applicable regulations; G. A certification by the appropriate water provider that water will be available to the lot line of each lot depicted on the plat or bond, contract, or other assurance has been provided by the applicant to the city that a domestic water system will be installed by or on behalf of the applicant to the lot line of each lot depicted on the plat.The amount of the bond,contract, or other assurance by the applicant must be determined by a registered professional engineer, subject to any change in amount as determined necessary by the city; H. A certificate has been provided by the city's engineering department that a sewage disposal system will be available to the lot line of each lot depicted in the proposed plat; I. Copies of signed deeds have been submitted granting the city a reserve strip as provided by Subsection 18.830.040.B; J. The plat contains a surveyor's affidavit by the surveyor who surveyed the land represented on the plat to the effect the land was correctly surveyed and marked with proper monuments as provided by ORS Chapter 92[.060] and indicating the initial point of the survey, and giving the dimensions and kind of such monument, and its reference to some corner established by the U.S. survey or giving two or more objects for identifying its location; K. The plat includes any deed restrictions imposed as a condition of approval; L. The plat includes all tracts and easements proposed by the applicant in the preliminary plat or imposed as a condition of approval; and M. All improvements have been installed in accordance with these regulations and with preliminary plat approval. 18.920 ACCESS, EGRESS AND CIRCULATION Table 18.920.1 Vehicular Access/Egress Requirements Minimum Minimum Housing Type Driveways Access Minimum Pavement Width Res uired Re uired Small Form 1 10 ft 10 ft Residential 18.930 VISION CLEARANCE AREAS Vision Clearance Areas must be: o Maintained between 3 and 8 feet in height at intersections of roads with driveways,railroads, and other roads. o The size of the vision clearance area depends upon the abutting street's functional classification and any existing obstructions within the vision clearance area. o Vision clearance areas must be shown on the site plan and identify any obstructions in these areas. 5 Service Provider Letters and Additional Contacts The following service provider letters are required: ® Clean Water Services ® Energy Trust of Oregon • Residential (excluding apartments): eps@energytrust.org / 1-866-365-3526 • Apartments: newbuildings@energytrust.org / 1-877-467-0930 ❑ Tualatin Valley Water District ►� Tualatin Valley Fire District: https://www.tvfr.com/FormCenter/Public-Records-7/Service-provider-permit-for-Tigard-77 ® Pride Disposal ❑ Waste Management Building: 503-718- 2439 / tigardbuildingpermits@tigard-or.gov Fire: Alex McGladrey,Deputy Fire Marshall; 503-259-1420 / Alex.McGladrey@tvfr.com Additional Comments or Issues • Fees (subject to change July 1, 2025): o Partition • Preliminary Plat: $7,084 • Final Plat: $1,645 o Subdivision • Preliminary Plat: $13,036.29 Plus $111 per lot • Final Plat: $3,315.76 • Heritage Tree removal requires a Complex Tree Removal Additional Information ENGINEERING REQUIREMENTS (Chapter 18.910 and 18.920) All requirements relating to street and utility improvements are provided in the Engineering Checklist. SUBDIVISION/PLAT NAME RESERVATION Applicant must complete and file a subdivision/plat name requires with the Washington County Surveyors Office. The approved Subdivision Name Reservation must be submitted to the City at time of application submittal. ENERGY TRUST OF OREGON The City of Tigard highly recommends contacting Energy Trust for assistance before completing building design to reduce upfront costs. Did you know you can get paid for building green? In addition to providing design assistance to maximize energy efficiency and operational savings, the Energy Trust team provides cash-back incentives throughout the planning process. Please contact 6 info@energytrust.org for more information on savings and cash-back offers for new buildings and home upgrades. SEWER REIMBURSEMENT DISTRICT Your property may be in a sewer reimbursement district and may require additional fees upon development. Please contact the Planning Department at 503-718-2421 in order to find out if your property is within a sewer reimbursement district and the associated fee. DEVELOPMENT PERMITS Development permits will not be accepted until a land use approval has been granted. Comments from the Building Department are not included in these notes. For questions about the Building Code or building permits and related fees,please contact the Building Division at (503) 718-2439 or tigardbuildingpermits@tigard-or.gov. Final inspections will not be granted until all land use conditions of approval are satisfied. WASHINGTON COUNTY TDT AND CITY SDCS Washington County Transportation Development Tax (TDT) and City's Transportation and Park System Development Charges (SDC) are due at time of building permit issuance. If you would like an SDCs estimate for your project,please contact Jenny McGinnis,Associate Planner at Jenny.Mcginnis@tigard-or.gov. REGULATED AFFORDABLE HOUSING SDC EXEMPTION If the proposal includes regulated affordable housing, the development may be eligible to receive an exemption of the City's Transportation and Park System Development Charges (SDC). Please contact the SDC Administrator at 503-718-2460 or sdc@tigard-or.gov for more information. DISCLAIMER The pre-application conference and notes cannot cover all applicable requirements related to the proposed development. Failure of the staff to provide information required by Title 18 does not constitute a waiver of the applicable criteria,regulations or standards. It is recommended that the applicant read Title 18 or contact city staff with any questions prior to submittal. 7 PRE-APPLICATION MEETING IN • T IGARD > ENGINEERING SECTION Q City of Tigard,Oregon Community Development Shaping A Better Community DATE: Wednesday,June 18,2025 PROJECT NAME: 103rd Ave SFR CASE NUMBER: PRE2025-00026 PROJECT ADDRESS: Tax Lot: 2S111BC TL 02300 & 00900 PROJECT DESCRIPTION: 7-lot subdivision APPLICABLE CODE: 18.910, 18.920, 18.930 TRANSPORTATION • SW 103rd Avenue and SW Inez St o Classification:Local o City of Tigard Required Minimum Section (Figure 18.910.4 of TDC 18.910): • 27'right-of-way dedication from centerline • Provide 1/2 Street to include: • 32'paved width • (1) 5.5'planter strip (with curb) • (1) 5'sidewalk • (1) 0.5'public access strip G' b 191�� -‘110 r �S' > i51I 5' I 5,5' I P 32' P 15.5' 5' SI' I R/W 54' On-street Parking <1500 vpd * If parking on both sides. block length not to exceed 600 feet CITY OF TIGARD Engineering Division • SW 103rd Avenue and SW Inez St(Alternative if< 500 vpd) o Classification:Local o City of Tigard Required Minimum Section (Figure 18.910.5 of TDC 18.910): • 25'right-of-way dedication from centerline • Provide 1/2 Street to include: • 28'paved width • (1) 5.5'planter strip (with curb) • (1) 5' sidewalk • (1) 0.5'public access strip p � I I I 5' 15,5' O 28' 15.5' i 5' S I R/W 50 Residential Local Street/Cul-de-sac One Side On-street Parking <500 vpd • Street Lighting o Provide photometric analysis for proposed and existing streetlights. • Analysis must separate private lighting from public right-of-way lighting. • 8'Public Utility Easement across road frontage,outside of right-of-way. • Access,Egress,and Circulation (TMC 18.920) o An access report must be submitted with all new development that verifies design of driveways and streets are safe by meeting adequate stacking needs,sight distance,and deceleration standards as set by ODOT,City,and AASHTO. (18.920.030.1) • Traffic Study o See Section 18.910.030.CC for traffic study requirements. UTILITIES • All utilities must be extended to and through the proposed development's frontage. STORMWATER • Stormwater systems shall be designed and constructed meeting CWS Design and Construction Standards for surface water management systems,including runoff treatment and control. o Chapter 4:Runoff Treatment and Control o Chapter 5: Conveyance Design • Submit Preliminary Stormwater Report with Land Use Application. SANITARY SEWER • Existing 8" sanitary sewer mains located within SW 103rd Avenue and SW Inez Street. • Existing public sanitary sewer main running west to east just south of the property line in a 15'public sewer easement. WATER • Water systems shall be designed and constructed in accordance with the City of Tigard Water Distribution System Design Standards. • Existing 8" CIP water main located within SW Inez Street. CITY OF TIGARD Engineering Division • Existing 10" CIP and 12" CIP water main located in SW 103rd Avenue South of SW Inez St. • Existing 6" CIP and 12" CIP water main located in SW 103rd Avenue North of SW Inez St. OVERHEAD UTILITIES • Existing overhead utilities and proposed utilities must be placed underground. GRADING AND EROSION CONTROL • A grading and erosion control permit will be required for the construction of the development. o 1200-CN with CWS for disturbed area between 1 and 5 acres. o EC Permit with Tigard for disturbed area less than 1 acre. PREPARED BY: Buck Smith,PE—Principal Engineer DATE: 1/22/2024 ENGINEERING DIVISION STAFF DISCLAIMER The pre-application conference and notes cannot cover all applicable requirements related to the proposed development. Failure of the staff to provide information required by Title 18 does not constitute a waiver of the applicable criteria, regulations, or standards. It is recommended that the applicant read Title 18 or contact city staff with any questions prior to submittal. CITY OF TIGARD Engineering Division www.tvfr.com Tualatin Valley Fire & Rescue June 17, 2025 Assistant Planner City of Tigard 13125 SW Hall Blvd Tigard, Oregon 97223 Re: PRE2025-00026 103rd Ave SFR Subdivision Tax Lot I.D: 14530 SW 103rd Ave Thank you for the opportunity to review the proposed site plan surrounding the above named development project. These notes are provided in regards to the plans received June 3, 2025 and/or pre-application meeting held on June 17, 2025. There may be more or less requirements needed based upon the final project design, however, Tualatin Valley Fire & Rescue will endorse this proposal predicated on the following criteria and conditions of approval. FIRE APPARATUS ACCESS: 1. FIRE APPARATUS ACCESS ROAD DISTANCE FROM BUILDINGS AND FACILITIES: Access roads shall be within 150 feet of all portions of the exterior wall of the first story of the building as measured by an approved route around the exterior of the building or facility. An approved turnaround is required if the remaining distance to an approved intersecting roadway, as measured along the fire apparatus access road, is greater than 150 feet. (OFC 503.1.1) 2. DEAD END ROADS AND TURNAROUNDS: Dead end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved turnaround. Diagrams can be found in the corresponding guide. http://www.tvfr.com/DocumentCenter/View/1438 (OFC 503.2.5 & D103.1) 3. ADDITIONAL ACCESS ROADS—ONE-OR TWO-FAMILY RESIDENTIAL DEVELOPMENTS: Developments of one- or two-family dwellings, where the number of dwelling units exceeds 30, shall be provided with separate and approved fire apparatus access roads and shall meet the requirements of Section D104.3. Exception: Where there are more than 30 dwelling units on a single public or private fire apparatus access road and all dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with section 903.3.1.1, 903.3.1.2, or 903.3.1.3 of the International Fire Code, access from two directions shall not be required. (OFC D107) Note: If fire sprinklers are installed and the system will be supported by a municipal water supply,please contact the local water purveyor for information surrounding water meter sizing. 4. MULTIPLE ACCESS ROADS SEPARATION: Where two access roads are required,they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the area to be served(as identified by the Fire Marshal), measured in a straight line between accesses. (OFC D104.3) 5. FIRE APPARATUS ACCESS ROAD WIDTH AND VERTICAL CLEARANCE: Fire apparatus access roads shall have an unobstructed driving surface width of not less than 20 feet (26 feet adjacent to fire hydrants (OFC D103.1)) and an unobstructed vertical clearance of not less than 13 feet 6 inches. (OFC 503.2.1) The fire district does not endorse the design concept wherein twenty feet of unobstructed roadway width is not provided. Command and Business Operations Center and South Operating Center Training Center North Operating Center 8445 SW Elligsen Road 12400 SW Tonquin Road 11945 SW 70th Avenue Wilsonville,Oregon Sherwood,Oregon Tigard,Oregon 97223-9196 97070-9641 97140-9734 503-649-8577 503-259-1500 503-259-1600 6. NO PARKING SIGNS: Where fire apparatus roadways are not of sufficient width to accommodate parked vehicles and 20 feet of unobstructed driving surface, "No Parking" signs shall be installed on one or both sides of the roadway and in turnarounds as needed. Signs shall read"NO PARKING -FIRE LANE"and shall be installed with a clear space above grade level of 7 feet. Signs shall be 12 inches wide by 18 inches high and shall have red letters on a white reflective background. (OFC D103.6) 7. NO PARKING: Parking on emergency access roads shall be as follows (OFC D103.6.1-2): 1. 20-26 feet road width—no parking on either side of roadway 2. 26-32 feet road width—parking is allowed on one side 3. Greater than 32 feet road width —parking is not restricted 8. PAINTED CURBS: Where required, fire apparatus access roadway curbs shall be painted red (or as approved) and marked "NO PARKING FIRE LANE" at 25 foot intervals. Lettering shall have a stroke of not less than one inch wide by six inches high. Lettering shall be white on red background (or as approved). (OFC 503.3) 9. FIRE APPARATUS ACCESS ROADS WITH FIRE HYDRANTS: Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet and shall extend 20 feet before and after the point of the hydrant. (OFC D103.1) 10. TURNOUTS: Where access roads are less than 20 feet and exceed 400 feet in length, turnouts 10 feet wide and 30 feet long may be required and will be determined on a case by case basis. (OFC 503.2.2) 11. SURFACE AND LOAD CAPACITIES: Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced as to provide all-weather driving capabilities. (OFC 503.2.3) 12. TURNING RADIUS: The inside turning radius and outside turning radius shall not be less than 28 feet and 48 feet respectively, measured from the same center point. (OFC 503.2.4 & D103.3) 13. ACCESS ROAD GRADE: Fire apparatus access roadway grades shall not exceed 15%. 14. ANGLE OF APPROACH/GRADE FOR TURNAROUNDS: Turnarounds shall be as flat as possible and have a maximum of 5% grade with the exception of crowning for water run-off. (OFC 503.2.7 & D103.2) 15. ANGLE OF APPROACH/GRADE FOR INTERSECTIONS: Intersections shall be level (maximum 5%) with the exception of crowning for water run-off. (OFC 503.2.7 & D103.2) 16. AERIAL APPARATUS OPERATING GRADES: Portions of aerial apparatus roads that will be used for aerial operations shall be as flat as possible. Front to rear and side to side maximum slope shall not exceed 10%. 17. ACCESS DURING CONSTRUCTION: Approved fire apparatus access roadways shall be installed and operational prior to any combustible construction or storage of combustible materials on the site. Temporary address signage shall also be provided during construction. (OFC 3309 and 3310.1) 18. TRAFFIC CALMING DEVICES: Shall be prohibited on fire access routes unless approved by the Fire Marshal. (OFC 503.4.1). Traffic calming measures linked here: http://www.tvfr.com/DocumentCenter/View/1578 FIREFIGHTING WATER SUPPLIES: 19. FIREFIGHTING WATER SUPPLY FOR INDIVIDUAL ONE-AND TWO-FAMILY DWELLINGS: The minimum available fire flow for one and two-family dwellings served by a municipal water supply shall be 1,000 gallons per minute. If the structure(s) is (are) 3,600 square feet or larger, the required fire flow shall be determined according to OFC Appendix B. (OFC B105.2) Residential One-and Two-Family Development 3.4—Page 2 20. FIRE FLOW WATER AVAILABILITY: Applicants shall provide documentation of a fire hydrant flow test or flow test modeling of water availability from the local water purveyor if the project includes a new structure or increase in the floor area of an existing structure. Tests shall be conducted from a fire hydrant within 400 feet for commercial projects, or 600 feet for residential development. Flow tests will be accepted if they were performed within 5 years as long as no adverse modifications have been made to the supply system. Water availability information may not be required to be submitted for every project. (OFC Appendix B) 21. WATER SUPPLY DURING CONSTRUCTION IN MUNICIPAL AREAS: In areas with fixed and reliable water supply, approved firefighting water supplies shall be installed and operational prior to any combustible construction or storage of combustible materials on the site. (OFC 3312.1) FIRE HYDRANTS: 22. FIRE HYDRANTS—ONE-AND TWO-FAMILY DWELLINGS&ACCESSORY STRUCTURES: Where the most remote portion of a structure is more than 600 feet from a hydrant on a fire apparatus access road, as measured in an approved route around the exterior of the structure(s), on-site fire hydrants and mains shall be provided. (OFC 507.5.1) 23. FIRE HYDRANT NUMBER AND DISTRIBUTION: The minimum number and distribution of fire hydrants available to a building shall not be less than that listed in Table C 105.1. (OFC Appendix C) 24. FIRE HYDRANT(S) PLACEMENT: (OFC C104) • Existing hydrants in the area may be used to meet the required number of hydrants as approved. Hydrants that are up to 600 feet away from the nearest point of a subject building that is protected with fire sprinklers may contribute to the required number of hydrants. (OFC 507.5.1) • Hydrants that are separated from the subject building by railroad tracks shall not contribute to the required number of hydrants unless approved by the Fire Marshal. • Hydrants that are separated from the subject building by divided highways or freeways shall not contribute to the required number of hydrants. Heavily traveled collector streets may be considered when approved by the Fire Marshal. • Hydrants that are accessible only by a bridge shall be acceptable to contribute to the required number of hydrants only if approved by the Fire Marshal. 25. PRIVATE FIRE HYDRANT IDENTIFICATION: Private fire hydrants shall be painted red in color. Exception: Private fire hydrants within the City of Tualatin shall be yellow in color. (OFC 507) 26. FIRE HYDRANT DISTANCE FROM AN ACCESS ROAD: Fire hydrants shall be located not more than 15 feet from an approved fire apparatus access roadway unless approved by the Fire Marshal. (OFC C102.1) 27. REFLECTIVE HYDRANT MARKERS: Fire hydrant locations shall be identified by the installation of blue reflective markers. They shall be located adjacent and to the side of the center line of the access roadway that the fire hydrant is located on. In the case that there is no center line, then assume a center line and place the reflectors accordingly. (OFC 507) 28. PHYSICAL PROTECTION: Where fire hydrants are subject to impact by a motor vehicle, guard posts, bollards or other approved means of protection shall be provided. (OFC 507.5.6 & OFC 312) 29. CLEAR SPACE AROUND FIRE HYDRANTS: A 3 foot clear space shall be provided around the circumference of fire hydrants. (OFC 507.5.5) BUILDING ACCESS AND FIRE SERVICE FEATURES Residential One-and Two-Family Development 3.4—Page 3 30. KNOX BOX: A Knox Box, padlock, or Knox key switch for gate access may be required. See Appendix A(using the link provided below)for further information and detail on required installations. Order via www.tvfr.com or contact TVF&R for assistance and instructions regarding installation and placement. (OFC 506.1) http://www.tvfr.com/DocumentCenter/View/1438 31. PREMISES IDENTIFICATION: New and existing buildings shall have approved address numbers; building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property, including monument signs. These numbers shall contrast with their background. Numbers shall be a minimum of 4 inches high with a minimum stroke width of 1/2 inch. (OFC 505.1) If you have questions or need further clarification, or would like to discuss any alternate methods and/or materials, please feel free to contact me at 503-259-1420. Sincerely, a if,X 141G94041. Alex McGladrey Deputy Fire Marshal II alex.mcgladrey@tvfr.com Cc: A full copy of the New Construction Fire Code Applications Guide for Residential Development is available at http://www.tvfr.com/DocumentCenter/View/1438 Residential One-and Two-Family Development 3.4—Page 4 EXHIBIT H NEIGHBORHOOD MEETING MATERIALS NOTICE OF NEIGHBORHOOD MEETING June 23rd, 2025 RE: Tigard Homes Dear Interested Party: Greenwing Investments, LLC is the owner of the property located at 14530 SW 103rd Avenue, Tigard, OR 97224. We will be submitting a Land Use Application for a residential development consisting of approximately five (5) detached single-family homes at this location. Prior to applying to the City of Tigard for the necessary land use approvals, we would like to discuss the proposal in more detail with the surrounding property owners and residents. You are invited to attend a public meeting on: July 9th, 2025 Rise Church 10445 SW Canterbury Lane Tigard, OR 97224 6:00PM Please note this will be an informational meeting on preliminary plans. These plans may be altered prior to the submittal of the application to the City of Tigard. We look forward to more specifically discussing the proposal with you. Please call or text (503) 422-3868 if you have any questions. Please be advised that the plans for the project are still in process, so specifics may change prior to the above-referenced public meeting. Sincerely, GREENWING INVESTMENTS, LLC Steve T. Edelman Managing Member Attachment: Vicinity Map identifying the Proposed Development Site VICINITY MAP FOR 14530 SW 103RD AVENUE, TIGARD, OR 97224 z Goodwill Industries sw rtuwiew Woodland Heights Q o the Columbia Willamette Assisted Living SW Gaarde St Elmer's /McDonald St SW McDonald St SW McDonald StWhite Crane . >° Massage Arts V > :.Brighton HillscSapphire at T y Apartments < 3 3 m 9 gyp Amara a CI Freight Tools 9 erteaf�n SW Mountain View Ln Swcope / ‘PI N C Sw View Terrace a do�P A Williams Florist 9 k` a 1�?try Ave �6Gy we a< Rise Church(Calvin 7 Presbyterian Church)© a SW Inez St sw I Twality North Field SW Pembrook St 9 Twality Footb� Twality Middle School 0 East Butte Heritage Park 9 % w _ a i SW Murdock St The Caring Closet Q Sw Murdock St of Tigard-Tualatin... ibe.f e Apartments Q o I East Butte-David 3 WeekleyHomes® James Templeton Canterbury Woods Q 9 Heinke Painting Elementary School 0 Condominiums S W Del Monte Dr a y`� - Area Notified GA_q c' > m` iW MCD_O_NALD ST R.D-E_S T S-W—M C DO N-A-ED ST c Q E. (5 0 0 f t) r ° ;' Tigard ;' Tigard -1:10 City of Tigard, Oregon I w w 0 0 ;� m ��` -� For: 103rd I rI SI Regarding: 2S111BCO2300 m' m */ An_:_ rleaf� I_____C°p5. 111 I Till" .., \ I j liW� ' 3, w_._ Vie.w Ter Subject Site \ ��r��i' l I Notification Area s •ull r, m _I.n e.z S 1, M u r d o.o.k C.t r C a.n t e_r b u.r y—L n_ ------7 ck Pt Mur'dg I Pe.m.b_r_o_o_k_St Pe_m.b_roo-t I1 Murdo_c.k_�n JJ — I L; c Tigard *I Qi t M u.r_do c_k S t_ --- ,..c.... — 1 > // Data is derived from multiple sources.The City of Tigard makes nowarranty,representation,or guarantee as to 1 the content,accuracy,timeliness or completeness of any L of the date provided herein.The oCity oof Tigard shall �� ofassume no liability for any errors,omissions,or V /i the infoormation provided lregardless of o caused. CO v Marilyn Del_M_onte_Dr >., ai r cIIM I P e p,p e_r_t r_e_e_L n Cr) Scale: 0.11 Miles Oarmel_ Lady Ma.rion_D_r COMMUNITY DEVELOPMENT DEPARTMENT lw O N City of Tigard m 3 , 13125 SW Hall Blvd . Ti'e% 1� III Tigard, OR 97223 ml Map Created: (503) 639-4171 Z S_attle.r St S_attJe_r_StTIGARD I I II 03/06/2025 www.tigard-or.gov AFFIDAVIT OF MAILING/POSTING NEIGHBORHOOD MEETING NOTICE IMPORTANT NOTICE: THE APPLICANT IS REQUIRED TO MAIL THE CITY OF TIGARD A COPY OF THE NEIGHBORHOOD MEETING NOTICE THAT PERTAINS TO THIS AFFIDAVIT AT THE SAME TIME PROPERTY OWNERS ARE MAILED NOTICE,TO THE ADDRESS BELOW: City of Tigard Planning Division 13125 SW Hall Boulevard Tigard,OR 97223-8189 IN ADDITION,THE APPLICANT SHALL SUBMIT THIS AFFIDAVIT&COPIES OF ALL NOTICES AT THE TIME OF APPLICATION. MAILING: I, Steve T. Edelman ,being duly sworn,depose and say that on the 23rd day of June 20 25 , I caused to have mailed to each of the persons on the attached list,a notice of a meeting to discuss a proposed development at (or near) 14530 SW 103rd Avenue,Tigard, OR 97224 a copy of which notice so mailed is attached hereto and made a part of hereof. I further state that said notices were enclosed in envelopes plainly addressed to said persons and were deposited on the date indicated above in the United States Post Office located at 12210 SW Main Street, Portland, OR 97223 with postage prepaid thereon. Signature (In the presence of a Notary Public) POSTING: I, Steve T. Edelman , do affirm that I am (represent) the party initiating interest in a proposed land use application for Greenwinq Investments, LLC affecting the land located at (state the approximate location(s)IF no address(s)and all tax lot(s)currently registered) 14530 SW 103rd Avenue,Tigard, OR 97224 ,and did on the 23rd day of June ,20 25 personally post notice indicating that the site may be proposed for a Five(5)lot sub-division land use application,and the time,date and place of a neighborhood meeting to discuss the proposal. The sign was posted at One(1)sign was posted on the West side of the property along SW 103rd Avenue and one(1)sign was posted on the North side of the property along SW Inez Street. (State the location you posted notice on property) Signature (In the presence of a Notary Public) (THIS SECTION FOR A STATE OF OREGON,NOTARY PUBLIC TO COMPLETE/NOTARIZE) STATE OF ) County of �. l�l )ss. l Subscribed and sworn/affirmed before me on the day of • ,20 �• OFFICIAL STAMP CANDACE LYNN BROWN NOTARY PUBLIC OF ORE ON - ' NOTARY PUBLIC-OREGON COMMISSION NO.1051267 My Commission Expires: � ? ze MY COMMISSION EXPIRES SEPTEMBER 03,2028 J I:\CURPLN\Masters\Pre-Application Conference Packet\Affidavit of Mailing-Posting Neighborhood Meeting.docx Updated 3/25/2013 BAKER, HELENE BUEHNER, GRETCHEN 10070 SW INEZ ST. PO BOX 230268 TIGARD, OR 97224 TIGARD, OR 97281 CAFFALL, REX BARCZAK, TERRI J LIVING TRUST 13205 SW VILLAGE GLENN 10360 SW VIEW TERRACE TIGARD, OR 97223 TIGARD, OR 97224 BAUMAN, C WAYNE & MARY CAROL RENAUD 10270 SW VIEW TERRACE 155 N 1ST AVE., MS 20 TIGARD, OR 97224 HILLSBORO, OR 97124 BEILKE, SUSAN CONNERY, STACY 11755 SW 114TH PLACE 12564 SW MAIN ST. TIGARD, OR 97223 TIGARD, OR 97223 BOGERT, MARK H & MARY E COOPER, THEODORE P & SHELLEY R 14445 SW 100TH AVE. 10198 SW INEZ ST. TIGARD, OR 97224 TIGARD, OR 97224 BONHAM, MICHAEL ALEXANDER CORLISS, JAMES L & CORA K 10150 SW MURDOCK ST. 9750 SW INEZ ST. TIGARD, OR 97224 TIGARD, OR 97224 BUEHLER, GREGORY J & SARA L CRAGHEAD, ALEXANDER 10145 SW VIEW TERRACE 12205 SW HALL BLVD. TIGARD, OR 97224 TIGARD, OR 97223 DAVIDSON FAMILY TRUST HEYWORTH, MEGAN E &SEAN A 10152 SW MURDOCK ST. 5105 SW 45TH AVE, STE 201 TIGARD, OR 97224 PORTLAND, OR 97221 DEFILIPPIS, VICTOR HOWLAND, HAROLD AND RUTH 13892 SW BRAYDON COURT 13145 SW BENISH ST. TIGARD, OR 97224 TIGARD, OR 97223 ENGVALL, ANN IRVING,JAMES A& KAREN D 15461 SW 82 PLACE 10250 SW MURDOCK ST. TIGARD, OR 97224 TIGARD, OR 97224 ESCHER, CASE E & ELIZABETH M JOHNSON, MARY R 14535 SW 100TH AVE. 14300 SW 103RD AVE. TIGARD, OR 97224 TIGARD, OR 97224 FOGLIO,JESSE DAVID & NICOLE KENT, ROBERT& GAIL 14587 SW 100TH AVE. 5610 SE DAVID WAY TIGARD, OR 97224 PRINEVILLE, OR 97754 GREGG,JORDAN & LINDSAY LIANG, VINNY&JENNY 10390 SW VIEW TERRACE 10200 SW MURDOCK ST. TIGARD, OR 97224 TIGARD, OR 97224 HERRERA, GILBERT& ERICA LITTLETON, DAVID A &WANDA J 10330 SW VIEW TERRACE 10090 SW INEZ ST. TIGARD, OR 97224 TIGARD, OR 97224 LONG,JIM CHAIR, CPO 4M MUNHALL SURVIVOR'S TRUST 10655 SW HALL BLVD. 14805 SW 103RD AVE. TIGARD, OR 97223 TIGARD, OR 97224 MALCOMSON, ROBERT&TANYA D MURDOCK, NATHAN AND ANN 14525 SW 100TH AVE. 7415 SW SPRUCE ST. TIGARD, OR 97224 TIGARD, OR 97223 MAYS, KENNETH W& KARLEEN R LIVING TRUST NEAL BROWN. GRI 10600 DIXON DR. S 13853 SW BOXELDER ST. SEATTLE, WA 98178 TIGARD, OR 97223 MCBRIDE, GLEN W &JANET HALL NEW NARRATIVE 10135 SW INEZ ST. 10313 SW 69TH AVE. TIGARD, OR 97224 TIGARD, OR 97223 MILJOUR, MICHAEL NOKES, KATHY E LIVING TRUST 10405 SW VIEW TERRACE 14600 SW 103RD AVE. TIGARD, OR 97224 TIGARD, OR 97224 MILLER, PAUL&JUDITH LIVING TRUST OBRIEN,TARA 10380 SW CANTERBURY LN. 10175 SW INEZ ST. TIGARD, OR 97224 TIGARD, OR 97224 MUDROW, MICHAELT& DIANE C OKI,JOHN THOMAS 10185 SW VIEW TERRACE 10150 SW VIEW TERRACE TIGARD, OR 97224 TIGARD, OR 97224 ORNELAS, STEVEN FREDERICK REV LIV TRUST ROGERS, KATE 14415 SW 100TH AVE. 9527 SW BROOKLYN LN. TIGARD, OR 97224 TIGARD, OR 97224 PARTINGTON, BRIGITTE LIVING TRUST RORMAN, SUE 10085 SW INEZ ST. 11250 SW 82ND AVE. TIGARD, OR 97224 TIGARD, OR 97223 PATEL, SEAN P RUEDY, ROBERT 10144 SW COPPERLEAF LN. 14185 SW 100TH AVE. TIGARD, OR 97224 TIGARD, OR 97224 PENDERGRASS, RICHARD MICHAEL SHAMBLIN, ANDREW A&JULIE D 10445 SW CANTERBURY LN. 10205 SW MURDOCK ST. TIGARD, OR 97224 TIGARD, OR 97224 PRESBYTERY OF THE CASCADES SNIDER,JASON &JODI 10194 SW COPPERLEAF LN. 15588 SW 76TH AVE. TIGARD, OR 97224 TIGARD, OR 97224 PROUTY,JASON S &AMY E SPRING, BRAD 10225 SW VIEW DR. 7555 SW SPRUCE ST. TIGARD, OR 97224 TIGARD, OR 97223 RAYBOURN, CHRISTOPHER D & LISA SUNDBERG, ROSS 14820 SW 103RD AVE. 16382 SW 104TH AVE. TIGARD, OR 97224 TIGARD, OR 97224 TIMMINS, KELLY& KATHLEEN TRUST WILLIAMS, GRANT& LANA 14335 SW 103RD AVE. 10190 SW VIEW TERRACE TIGARD, OR 97224 TIGARD, OR 97224 TROXELL, DENNIS J &SUSAN G YOX FAMILY LIVING TRUST 10233 SW MURDOCK ST. 14730 SW 103RD AVE. PORTLAND, OR 97224 TIGARD, OR 97224 TTSD -ATTN: DAVID MOORE ZUCCARELLO, KELLY&ANTONIO 6960 SW SANDBURG ST. 14700 SW 103RD AVE. TIGARD, OR 97223 TIGARD, OR 97224 TUSK!, RAYNA MELISSA&JOSHUA JAMES ATTN: DONNY LEE 10375 SW VIEW TERRACE SECTOR HOUSING OFFICER TIGARD, OR 97224 2185 SE 12TH PLACE WARRENTON, OR 97146 WEGENER, BRIAN BOEHR TRUST 9830 SW KIMBERLY DR. BY BOEHR, IRWIN I & PATRICIA L TRS TIGARD, OR 97224 10470 SW VIEW TERRACE TIGARD, OR 97224 WEGER, ELISA C FAMILY TRUST BATES, STEPHEN CHRISTOPHER 10204 SW COPPERLEAF LN. BATES,JODETTE SUGDEN TIGARD, OR 97224 10430 SW VIEW TERRACE TIGARD, OR 97224 WILDER, RANDY A CASE, MARY& SHERMAN 14541 SW 100TH AVE. REVOCABLE LIVING TRUST TIGARD, OR 97224 10220 SW VIEW TERRACE TIGARD, OR 97224 GALAWAY, BILL BURCH, STEVE & GAIL RAGER 15229 SW FLATCREEK LANE 15544 SW VANDERWOOD TIGARD, OR 97224 TIGARD, OR 97224 CITY OF TIGARD ATTN:JENNY MCGINNIS 13125 SW HALL BLVD. TIGARD, OR 97223 FAIRLEY, KAREN S & RONALD S REVOCABLE LIVING TRUST 10420 SW VIEW TERRACE TIGARD, OR 97224 ELLIOTT,JERI 10470 SW VIEW TERRACE TIGARD, OR 97224 LEMIEUX& BATTIG REVOCABLE LIVING TRUST BY BATTIG, DEBORAH J & LEMIEUX, CHRISTINE R TRS 10125 SW MURDOCK ST. TIGARD, OR 97224 TIGARD, CITY OF &TIGARD WATER DISTRICT DURHAM, CITY OF & KING CITY, CITY OF BY TIMOTHY V RAMIS TWO CENTERPOINTE, 6TH FLOOR LAKE OSWEGO, OR 97035 GRADIN FAMILY REVOCABLE TRUST WILDER, RANDY A BY GRADIN, DANIEL L&SALLY K TRS YOKE FAMILY TRUST 10055 SW INEZ ST. FOGLIO,JESSE DAVID & NICOLE TIGARD, OR 97223 8333 SW DURHAM RD. TIGARD, OR 97224 HERING, BLAKE YOKE FAMILY TRUST GANTRY, INC. BY YOKE, NICHOLAS JOSEPH & 2215 NW QUIMBY STREET, STE 2 COOPER-YOKE, KATHLEEN E TRS PORTLAND, OR 97210 14563 SW 100TH AVE. TIGARD, OR 97224 SHIRE,TODD A DEMARTINI-SHIRE,THERESA 14650 SW 103RD AVE. TIGARD, OR 97224 STACK REVOCABLE TRUST BY STACK, RICHARD W &JUDITH C 10265 SW VIEW TERRACE TIGARD, OR 97224 UNTALAN TRUST BY JOSE &CHRISTINE UNTALAN TRS 14485 SW 100TH AVE. TIGARD, OR 97224 14530 SW 103rd Avenue, Tigard, OR 97224 4,0 y ` :: ra• - i ..OFF • • `+' ,4$W Y ,.. , ... ,. wet A 00. — F"11111111111' urur.�tmct -',7. 'ir■ 1 u., �. .0�,'llk 1111I1 V r a - ._ , a • k iee� C� 14, r f i�� , - —__ - "i4.Nba,�u�'� _ter fi � .yi.- 1, y CC . wl r ,� 7 - r I , "rw .. '' ' ; qI llllnt , i;3 --- - 7 L. r t +.x ^3 ,,.. uv - .r '� "-° * ,`.i.# t3S`:s �F.!'S � 'y-'? ys.,e, „' E'er` "� fw , h. .d w ..: ai r.3., va .. 'ems = Rx ,. Neighborhood Meeting Agenda Date: July 9, 2025 Time: 6:00 PM Place: Rise Church 10445 SW Canterbury Lane Tigard, OR 97224 Celebration Hall Welcome - Introductions • Doug Rux - The Rux Group (Land Planner) • Chris DesLauriers - T.M. Rippey Consulting Engineers (Civil Engineer) • Nick Daniken - Greenwing Investments (Developer) • Steve Edelman - Greenwing Investments (Developer) • Blair - Minutes Services - MS Teams Remote (Minute Taker) Statement of Purpose: Doug Rux Description of Project: Nick Daniken Q & A Close Items to bring: Easel Site Map Board Sign In Sheets Plat Maps Pens Water STATEMENT OF PURPOSE THE FOLLOWING NOTICE SHALL BE READ TO ATTENDEES AT THE BEGINNING OF A NEIGHBORHOOD MEETING. This meeting is regarding the Tigard Homes, located at 14530 SW 103rd Avenue, Tigard, OR 97224, and is being held as required by the City of Tigard development review process. The purpose of this meeting is to inform neighbors of the project as currently planned. This meeting is not a decision forum and is not to approve or disapprove the project in whole or in part. It is to share information regarding the project and to solicit constructive input from neighbors and affected property owners. Application for the project being discussed here has not yet been submitted to the City. Therefore, the project will be at various stages of planning and some details may not be available at this time. Property owners of record within 500 feet should have received neighborhood meeting information and a list of frequently asked questions along with the notice of this meeting. This meeting is not attended by city staff in order to encourage dialogue between the developer and affected neighbors. Your comments and questions will be taken down and submitted with the application for consideration by the city planning staff. Property owners within 500 feet will be notified after a complete application is submitted. They will be provided an opportunity to comment. Any appeals are decided based on the provisions of applicable laws and the development code. For questions regarding the development review process, please contact the City of Tigard Planning Department. For project details, you will need to contact the developer. I:\CURPLN\Masters\Pre-Application Conference Packet\Neighborhood Meeting Statement of Purpose.doc Updated 3/25/2013 14530 SW 103rd Ave Zone: RES-B Lot Area: 42,885 s.f. SW Inez St.(50'R.O.W.) Dedicated Area: 2,096 s.f. Final Total Lot Area: 40,789 s.f. CI.B. per C B C B No.ra Divided Lots: 5 e,,vay VI.F.s5 5'Planter -1\I Driveway 5'Planter Driveway Driveway Average Lot Size: 8,158 s.f. �� ——— —— � 5'Detlication (209 53') / 42.76' S5.00' ~ 5 00' ~ 56.74' • � 8 F U.c. EXISTING 25"41 MONKEY TREE C'Biii1 / ' / SHADED AREA:30'EACH / WAY VISION CLEARANCE I/ / LOT 1 LOT 2 LOT 3 LOT 4 • 7,714 s.f. 7,041 s.f 7,041 s.f. 9,879 s.f. I *o ',; o "d... 58.21'(MID-POINT) FT++I r r7" a r� c _. - 64 • �y• yW�,'I X 4i "" 54.00'(MID-POINT) o 7F x? -T--- I.•Si Q k� _.. `. I• -X� M X O. c.X __--II�• k` L J L J L J �' 60.04' 55.00' 55.00' • 170 04' • • •. r 1\ k '-'4 ._:4- 8 LOT 5 8. 9.413 s.f. it 111 0- 17163' E1 2c • • (222.87') 0 15' 30' 60' _...... .,_ M -N4 \5 Pi 1\ \.. \Du i ,Atj 1 0- ,:i ( 0 )O -N,' r)) c ai , o . .) .3"c cS•-• — -,. Cs., z.. N = +-• u" 09 rY) r\f' r'_ ''" ')' v c-o -)) ( III I sly\ to c n s) Q r'S p .i)N- I C.,,-.. 1 U -4 € '1) f'S -7=:. •ki 77": -]-- .-- -_P- ,,., Li ' 1 -• vy - / v ---) c____73 `',.) 11,) ----c- (2,,, ) ---,,, _4 . __L-: ,,:, ,z ,---,. '' .'- ' 5„ 'z- ,), 3 " ‹.., - 11' '' J 4) Pr t2 1; A--T- ....-:. 4 ÷ i— - _, W -9: _ — P Z i—a u:11 .1:) I ,Y— ci -1:2 ics) 0 o ;2r • -__t '-'\< i . ' —; •.. --...; 1 v, *§ \f$ HI 2 E w 1 -2 0 L.4? a' A, . _.) CO -1 6 cu ., I l: • 15 : c +; N F a Ci ��J `� ,.. a, n n ca in @ LS' ----- cu ....) a ,i 1 (k) _ am .1,,- _ .,.,. 0 ' 1 i i' szo i--- - .. --I tr) -6-- -4 5, ,, . `� ,Q) i___„... ,sc Q.) ,.- 75_ ---, l . �_ LE _1 _ -- S '"Z ----. ,i i 1 y --( \''‘k t cam) ' o -.- i Lu LLJ Z CISV kl l01 Oo z pi, N � Wit' O Q Nn - sl, ',, rn I .. -_...__.._._ q =--• H LLI W � . Lu j .. .)) 6 . `. V) N m-4 _-_,-, .--Q V„ -- -,) --' _ 0 ; x F'(.- . d 4:) co ,-. ..., F.,. r "' -- c(). r^ Iva` z Minutes of the Tigard Cottage Homes Public Informational Meeting on Preliminary Plans July 9, 2025, Meeting Minutes 6:00 PM Rise Church —Celebration Hall-10445 SW Canterbury Lane, Tigard, OR 97224 ATTENDEES: Steve T. Edelman —Greenwing Investments (Developer), Nick Daniken - Greenwing Investments (Developer), Doug Rux -The Rux Group (Land Planner), Blair Krieg - Minutes Services, Neighbors CALL TO ORDER Mr. Rux called the meeting to order at 6:02 PM. BACKGROUND The neighborhood meeting was held to inform neighbors about the proposed development project at 14530 SW 103rd Avenue, as required by the City of Tigard's development review process. Property owners within 500 feet should have received notice of this meeting. STATEMENT OF PURPOSE Mr. Rux, the Land Planner from RUX Group, explained that the purpose of the meeting was informational and was not a decision forum. It is not being held to approve or partially approve any part of the project. It is being held to share information regarding the upcoming project and is an opportunity for neighbors to provide constructive input. This meeting is not attended by City of Tigard staff in an attempt for neighbors to share honest feedback. Final plans have not yet been submitted. All questions and concerns will be noted by developers and will be included with the developers' plans that will be submitted to the City of Tigard. For details on the development process, neighbors can contact the City of Tigard Planning Department, while project-specific inquiries should be directed to the developer. DESCRIPTION OF PROJECT Mr. Daniken provided a project overview. Some plan variations have been made from the original proposal of 14 townhomes. The smallest lot size is now approximately 7,000 square feet, and only one-story homes will now be built. Infrastructure will remain the same. Installing a new sidewalk and stormwater improvements will need to be made on 103rd Avenue. The developers are hoping to keep as many trees as possible. The project's engineers would be able to answer many of the specific questions neighbors have, but due to a family emergency, they were unable to attend. Mr. Daniken opened up the meeting for homeowners' feedback. Page 1 of 4 QUESTION AND ANSWER FORUM: • A homeowner discussed wanting to know what developers were doing about the historic nature of the community. Mr. Daniken stated that they are adhering to City of Tigard's historic overlays if they exist, which they do not appear to be any at this time. • A homeowner wanted to know what homes would look like and where parking would occur. Mr. Daniken stated that all homes are planned to have two-car garages and driveways. There will be five, one-story homes, and sidewalks will also be installed. • A homeowner expressed that the one-story home limit was surprising and wanted to know why developers chose one-story homes. The developers stated they did this by choice to have more of an open concept, which is better for new families and the aging and disabled than having two-story homes. • A homeowner stated she was very happy with the new plans and thanked the developers. • A homeowner said he was unhappy that the plans at City Hall did not appear to match the current plans developers were proposing. After the prior neighborhood meeting, plans changed from townhomes to single-story homes. • A homeowner is very concerned about parking, as she stated there was not much parking on 103rd Avenue. Mr. Daniken stated roadways will be widened, and new curbs will be installed. The homeowner also asked about trees and developers stated City requires a certain number of trees to be installed. Per the City of Tigard, an urban forester is required as part of the project. • A homeowner thought the minimum lot size for all new homes was to be 10,000 square feet. The developer stated that due to the project type, the minimum lot size is 7,300 square feet and the maximum is 9,800-9,900 square feet. New laws for Oregon's land use have lowered the required lot sizes so more houses could be built. • A homeowner stated he sent an email with five questions to the City of Tigard after the last homeowner meeting. No response to date has been received. The homeowner did state that many of his questions had been addressed by the developers earlier in the meeting. He did request the actual name of the project, so he knew how to pose questions to the City of Tigard. The developer stated it was called "small form residential". The homeowner asked about the traffic study and if it was based on current or prior traffic. The developers stated that a traffic impact study has been performed, but the study will need to be updated with new housing plans. The homeowner also made comments about sewer capacity and visual contrast. Page 2 of 4 • A homeowner asked about the timeline of the project compared to the Murdoch project. The Murdoch project should be completed approximately in November 2025. This project will begin in 2026. • A homeowner asked if developers had any mockups of proposed homes and if they were spec or custom homes. At this time, they will be spec, but that may change, and homes will start at approximately $1,000,000. • A homeowner was concerned about affordable housing, and developers stated that with the cost of labor and materials, that is quite difficult in today's economy. • A homeowner asked about a possible change of the home style instead of one-story homes. The developers stated that any changes would need to be provided to the City of Tigard, and an informational meeting would need to be called with neighbors prior to changes being approved. The homeowner also asked about the parking lot across the street. The developers stated they did not own that lot. • A homeowner asked about the sewer and if an additional system needs to be installed. The developer stated it will be a single connection to each home. Only additional water lines will need to be installed. • A homeowner also asked about the old home that remained on the property and if it could remain without any upgrades. The developers state yes, several upgrades need to be made for the home to remain. Questions were asked about the Tigard Historical Association taking portions of the home and salvaging them. The developers stated that after they remove items from the home, they can provide a certain date as to when the Tigard Historical Association can enter the home to remove items. • The homeowners asked about salvaging the old monkey tree and posed questions regarding the old home's buried oil tank, which had previously killed trees. • A homeowner stated he was unhappy with the proposed homes, and other projects besides housing were proposed. He was not happy with the look of the proposed homes. The developers stated the community development director makes final decisions on all plans but does have to listen to all questions and concerns of surrounding neighbors. This homeowner had issues he shared with developers at a prior meeting as well. • A homeowner stated that while she felt sorry for neighbors who were losing their views, she was very happy with the new single-story home plans versus the original proposed townhomes. • A homeowner requested developers think of the surrounding scenery and what is good for the community visually. Page 3 of 4 ADJOURNMENT The meeting was adjourned by Mr. Rux at 7:05 PM. Respectfully Submitted by Minutes Services. Page 4 of 4 EXHIBIT I PRELIMINARY CIVIL ENGINEERING PLANS ONSITE 4., 4 C 0 N S T 11'1,_' I, C T I 0 N D O C U ENTS F 0 O'')_ A I24 vI11. ` A 0' I HI U I yr♦♦ V I S yr A A N H 0 U y r T 0 0 r J 0MT • E_ g 14531 S II \ 1130! i AVE T I ( , R D 9 • ! •, 7 2 2 ! U TAX -. , (OT 2311 • L '��' CAT E I IN SECT " > 11 , T 2 S R . IIII ® IIII M ® C TrI,� � ' F TI GA O'` ID , \ AS [ 0IlN ''. T '1 C I UN TY • 0•' E G IIIl N E 9 9 9 b ` " ,7 r M ,7 N bA ., �_. OWNER / DEVELOPER UTILITY CONTACTS r § .ti i r- H P. P. GREENWING COMPANIES, LLC LIGHTING (POWER SOURCE) DATA/TELE/COMM ,\ ss 16869 SW 65TH AVE, STE 115 �``' �" f N < 'o TBD TBD e N- 80058PE - ' -` ` ' - • LAKE OSWEGO, OR 97035 PRELIMINARY - ' rJ J - f ATTN : TBD ATTN : TBD Coov,rl."r �,, a -, ,_ __.I__ _� J _� L ATTN : NICK DAN I KE N 8-Z°-Z°25 c T. TBD T. TBD k,..5 . r I J r _ I J E: NICK@GREENWINGPDX.COM DEs _, � I _ __I I . TBD I . TBD 1J— 11�J1—+ v,..T•r = T: 503-473-8870 vl.w T.r RENEWS: 12-31-2025 t ,_ i J • J I I I >� I , � ' I —�� - ' I �-s - NOT FOR PERMIT _ I Brooklyn 1 - - I ARCHITECT GAS I ____ I _J r ,t , - l - , `. — _ = yr - - HABIBI DESIGN TBD U ATTN : HAJID HABIBI ATTN : TBD z } � J E: MAJID@HABIBIDESIGN .COM T: TBD O �, I�I \—PROJECTAREA _ P.,„` T: 503-880-4952 E: TBD 5 bQ-I ,asc Bune F RI I — — (3) _I-. Ik o J r Lt Heritage f - -'-' CIVIL ENGINEER 0° _ c. o J 1_h' . .l_� .J ,, �I ..71 "' •_ I s „__,_,_i.z .Y:. . _ .. : . . .. -- - - Murdock Si r- T. M . RIPPEY CONSULTING ENGINEERS 1 ir i4,1*1 i �J I - I -� 7650 SW BEVELAND RD, STE 100 _ _ II �_ J t , J ,XWTR - • CHAIN LINK FENCE Q — �} 1 - I .. TIGARD OR 97223 I �. . - - - - - - - - P/L- V J ATTN : CHRISTOPHER DESLAURIERS �.:. A;: 4�: I _ 1- j -'_f_l -i - Y'•r'r° `s E: CDESLAURIERS@TMRIPPEY.COM • ;DRIVEWAY.*•..i ° i': I D.I Mont. U'- __ _ I ( @ I T: 503-443-3900 •:..i - , I I � X I .11 ., LOT 1 LOT 2 LOT 3 VICINITY MAP w I 7,921 ss.f. . ► I �I O � I 9,073 s.f. 7,9fi2 s.f. N.T.S. SURVEYOR AKS ENGINEERING AND FORESTRY, LLC ji a XII I I 12965 SW HERMAN RD, STE 100 • ! 22 I I w I g �, V ! r, _ r, r, w TUALATI N OR 97062 - I ► o ATTN : GARY E. PAUL, PLS 1I;A ► •� _ - ► i I i ► • • .°1%,� Ii I _ _ _ _ co :� I v Lv —�_ D/ _ _� siT INEZ STREET (VARIED WIDTH PUBLIC RIGHT—OF—WAY) LL T. 503-563-6151 - — — _ _ 4 �IIIIIIIIIII�II..T I I XSAN • - XSAN- — XSAN XSAN XSAN —XSAN — - XSA, XSAN - w ,� 1 TR VUTR VJTR WTR WTR WTR STAIRS :.• ; S TM S,M STM e o — / li — Z 7 � �S /< <\ Z XWTR XWTR Q ��. ■ 2111 _I Mi�� ,�� I . •I � �.�` •' ..vet — — S ONSITE SOUTH LOT CIVIL DRAWING LIST,. <'%`r — :., � u La u u T .Ate' • NOTICE TO EXCAVATORS: PAGE NO. SHEET NO. SHEET TITLE ..• ' 1 1 • Z 1 '.'. HEDGE ATTENTION: OREGON LAW REQUIRES YOU I I 1 ClC1 .0 COVER SHEET ,, .�6 1 ,... �. TO FOLLOW RULES ADOPTED BY THE x . I - OREGON UTILITY NOTIFICATION CENTER. 2 C1 .1 CIVIL NOTES `. I I m I ;.::..:I: THOSE RULES ARE SET FORTH IN OAR I LOT 1 LOT 2 LOT 3 LOT 4 :• r 952-001-0010 THROUGH OAR 3 C1 .2 LEGENDS AND ABBREVIATIONS I I 'T I 7,718s.f. 7,576s.f. 7,577s.f. 9,154s.f. • .: r. 952-001-0090. YOU MAY OBTAIN ° I I X I� r ' • COPIES OF THE RULES BY CALLING THE 4 C1 .3 EXISTING CONDITIONS , .: Luz CENTER. 5 C1 .4 TREE REMOVAL AND TREE PROTECTION PLAN I 1 I • .. 'WOOD RETAINING WALL I (NOTE: THE TELEPHONE NUMBER FOR I �- ", — — — — z : 11 Q 1 1 I ' -I � THE OREGON UTILITY NOTIFICATION 6 C1 .5 DEMOLITION PLAN � . I I CENTER IS 503-232-1987). 7 C1 .6 PLAT LAYOUT PLAN •ri I I " I E' I u I- u _ z OVERALL SITE PLAN ,.• POTENTIAL UNDERGROUND FACILITY OWNERS 8 C2.0CANTERBURY LANE c — — �� > 9 2.1OVERALL UTILITY PLAN (50' WIDE PUBLIC RIGHT—OF—WAY) — II ''� = , I I rx Digco ' Safely. a I TM. RIPPEY N N10 C2.2 OVERALL GRADING PLAN o /�r� I ©CONSULTING ENgNEERS INC. X LOT 5 TN. ALL RIGHTS RESERVED Call the Oregon One-Call Center I :�� ` F7 8,760s.f. THESE DRAWINGS ARE THE PROPERTY OF DIAL 811 or 1-800-332-2344 11 C3.0 CIVIL STANDARD DETAILS : :! �`% I-1 I l U I TM RIPPEY CONSULTING ENGINEERS INC. N AND ARE NOT TO BE USED OR REPRODUCED p IN ANY MANNER EXCEPT WITH THE PROPER N I I I U WRITTEN PERMISSION OF T.M. RIPPEY • fn 0 ` PIL— — — — P L — — PI — _ _ _ _ CONSULTING ENGINEERS INC. p EMERGENCY TELEPHONE NUMBERS '' PIL — `NII.. I: I o � XSAN - XSAN XSAN XSAN XSAN XSAN XSAN — DATE: 03 —11 I 11 DRAWN BY:RTN q NW NATURAL GAS I M—F 7am-6pm 503-226-4211 Ext.4313 I I_m I I II _cxK D BY: CJD ' o AFTER HOURS 503-226-4211 SHEET g PGE 503-464-7777 GRAPHIC SCALE CS TMR o CENTURYLINK 1-800-573-1311 CITY BUREAU OF MAINTENANCE 503-823-1700 1 OVERALL SITE PLAN 40 0 20 40 80 160 CITY WATER 503-823-4874 - • ■ o VERIZON 1-800-483-1000 C1.0 SCALE: 1" = 40' ( IN FEET ) 1 of it N - — 1 inch = 40 feet Li PROJECT No.: 25608 CML NOTES w 01.0 GENERAL DETERMINED BY THE GEOTECHNICAL ENGINEER)A WORKING FOR PROTECTING SUBGRADE SOILS FROM OVERWORKING AND 22. ALL SEWER LINES SHALL BE LAID IN A STRAIGHT ALIGNMENT AND IN A 12.0 CONSTRUCTION OBSERVATION, INSPECTION AND TESTING w Z BLANKET OF PIT RUN OR CRUSHED ROCK IS TO BE LAID OVER PROVIDE REPAIR TO DAMAGED SUBGRADE AT NO ADDITIONAL COST UNIFORM GRADE BETWEEN MANHOLES, CLEANOUTS OR OTHER a C.- 1. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE GEOTEXTILE FABRIC. ON-SITE COMPACTION TESTS AND DEFLECTION TO THE OWNER. STRUCTURES. 12.1 GENERAL a DRAWINGS GOVERN OVER THE GENERAL NOTES TO THE EXTENT TEST(S) PERFORMED WITH A 50,000 LB. VEHICLE MUST BE PERFORMED 6. ALL UNSUITABLE MATERIAL (SOIL AND VEGETATION) REMOVED 23. DUCTILE IRON WATER PIPE SHALL BE AWWA C-151, CLASS 52 WITH (24 C7 SHOWN. AND WITNESSED BY THE GEOTECHNICAL ENGINEER. NO DEFLECTION DURING THE CLEARING AND GRUBBING OPERATIONS SHALL BE CEMENT MORTAR LINING AND SEAL COATED PER AWWA C-104. 1. INDEPENDENT TESTING LAB TO BE RETAINED BY OWNER TO PROVIDE Z 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON IS ALLOWED AND ALL BUILDING AND PAVEMENT AREAS MUST BE REMOVED BY THE CONTRACTOR AND LEGALLY DISPOSED OF IN A FITTINGS SHALL BE PER AWWA C-110 AND GASKETS PER AWWA C-111; INSPECTIONS AND SPECIAL INSPECTIONS AS DESCRIBED HEREIN. DRAWINGS AND IN FIELD. NOTIFY OWNER'S REPRESENTATIVE OF ANY PROOF-ROLLED. DURING WET WEATHER CONSTRUCTION (AS SUITABLE LOCATION. JOINT RESTRAINING DEVICES PER EBAA IRON, INC. 2. CONTRACTOR IS RESPONSIBLE TO COORDINATE AND PROVIDE ON DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. DETERMINED BY THE SOILS ENGINEER), PROVIDE THE PROOF-ROLL 7. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 24. PVC WATER PIPE (4" TO 12" DIAMETER) SHALL BE AWWA C900, CLASS SITE ACCESS TO ALL REQUIRED INSPECTIONS AND NOTIFY H 3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO PROVIDE FOR ALL TEST OVER THE BASE ROCK SURFACES PRIOR TO PLACEMENT OF ANY TO 757.571 INCLUDING NOTIFICATION OF ALL OWNERS OF 150. ELASTOMERIC JOINTS SHALL BE PER ASTM D3139, RUBBER GEOTECHNICAL ENGINEER AND TESTING LABS IN TIME TO MAKE SUCH u NECESSARY TRAFFIC CONTROL PLANS, TEMPORARY SHORING AND PAVEMENT. UNDERGROUND FACILITIES AT USA LOCATES (681-7044), AT LEAST 48 GASKETS PER ASTM F477 AND ASTM D1869. INSTALLATION SHALL BE INSPECTIONS AND ALL NECESSARY REINSPECTIONS. OTHER INCIDENTAL WORK NEEDED FOR THE COMPLETION OF THE 25. CRUSHED ROCK BASE MATERIAL AND PIPE ZONE MATERIAL SHALL BE BUSINESS HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE PER AWWA C605 AND PIPE MANUFACTURER'S PRINTED 3. CONTRACTOR: DO NOT COVER WORK REQUIRED TO BE INSPECTED WORK. CRUSHED ROCK CONFORMING TO OREGON DEPARTMENT OF COMMENCING AN EXCAVATION. RECOMMENDATIONS AND INSTRUCTIONS. JOINT RESTRAINING OR REINSPECTED PRIOR TO INSPECTION BEING MADE. IF WORK IS Y 4. WHERE REFERENCE IS MADE TO IBC, ASTM, AISC, ACI OR OTHER TRANSPORTATION (ODOT) SECTION 00640 AND 00641 AND BE 8. ALL EMBANKMENTS REQUIRED SHALL BE STRUCTURAL FILL MEETING DEVICES PER EBAA IRON, INC. COVERED, UNCOVER AS NECESSARY. v) N o STANDARDS, THE LATEST ISSUE AT THE BUILDING PERMIT DATE SHALL COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED IN THE REQUIREMENTS AND SPECIFICATIONS OF IBC CHAPTER 18. 25. PVC WATER PIPE (3/4" TO 2-1/2" DIAMETER) SHALL CONFORM WITH 4. INSPECTORS SHALL PROMPTLY NOTIFY THE CONTRACTOR PRIOR TO b ` c a APPLY. ACCORDANCE WITH ASTM D1557. 9. ALL EXCESS MATERIAL NOT UTILIZED ON-SITE SHALL BE LEGALLY ASTM D2241, 160 PSI PIPE. JOINTS SHALL BE SOLVENT CEMENT LEAVING THE SITE AND OWNER'S REPRESENTATIVE OF > o � 5. ALL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH THE 26. 3/4" - 0" CRUSHED ROCK PIPE ZONE AND BACKFILL MATERIAL IS DISPOSED OF BY THE CONTRACTOR. WELDED CONFORMING WITH ASTM D2672 OR ASTM 03036. SOLVENT SUBSTANDARD WORK AND PROVIDE A COPY OF ALL REPORTS TO THE r� ° o O o PROJECT SPECIFICATIONS, THE "INTERNATIONAL BUILDING CODE" REQUIRED FOR ALL UTILITY LINES, CONDUITS AND LEVELING 10. TREES NOT DESIGNATED TO BE REMOVED BY THE ARCHITECT SHALL CEMENT SHALL CONFORM TO ASTM D 2564. OWNER, ARCHITECT, ENGINEER, CONTRACTOR, AND BUILDING cip -6 �, (IBC), THE INTERNATIONAL PLUMBING CODE (IPC)AND THE COURSES. REFER TO THE TYPICAL UTILITY CONDUIT TRENCH AND BE PROTECTED AT ALL TIMES. 26. COPPER WATER PIPE (3/4 INCH TO 2-1/2 INCH DIAMETER) SHALL BE OFFICIAL. �I c . j PROVISIONS OF "STANDARD SPECIFICATIONS FOR HIGHWAY PAVEMENT DETAILS. 11. SAWCUT STRAIGHT LINES TO MATCH EXISTING PAVEMENT WITH THE TYPE 'K' HARD TEMPERED COPPER PER ANSI H23.1 WITH WROUGHT 5. CONTRACTOR TO NOTIFY CIVIL ENGINEER WHEN UTILITY WORK ` `-- F" P. P. CONSTRUCTION", 2018 EDITION, OREGON STATE HIGHWAY DIVISION 27. ASPHALTIC CONCRETE (A.C.) PAVEMENT SHALL BE A LEVEL 4 HMAC NEW PAVEMENT. COPPER SOLDER JOINT FITTINGS PER ANSI B16.22. BEGINS AND FOR OBSERVATION OF BASE ROCK PRIOR TO PLACING (OSHD), AS AMENDED BY ALL OTHER STATE AND LOCAL CODES, SUPER PAVE WITH AN ASPHALT CONTENT PER OREGON DOT 12. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC 27. INSTALL ALL PLASTIC PIPE AND FITTINGS IN ACCORDANCE WITH ASTM FINISH CURBS OR PAVEMENTS. r,_\) RROFF JURISDICTIONS, PERMITS, AND BUILDING REQUIREMENTS THAT APPLY. CLASSIFICATION AND APPROVED JMFM FOR ALL LIFTS. PAVEMENT CONTROL ALONG THE EXISTING ROADS AS REQUIRED BY THE CITY OF D2321. 1 N 's�f' THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE CONSTRUCTION SHALL BE PLACED ONLY ON DRY, CLEAN AND PROPERLY PREPARED TIGARD. 28. PROVIDE A DOUBLE CHECK VALVE ASSEMBLY IN AN ACCESSIBLE 12.2 SPECIAL INSPECTIONS " < /,- PERMITS AND SUBMIT TRAFFIC CONTROL PLANS PRIOR TO SURFACES, AND WHEN CONDITIONS MEET THE SPECIFICATIONS AS ROOM, CONCRETE BOX OR VAULT WITH OPENABLE LID(S) FOR ALL 80058PE l PROCEEDING WITH WORK. SET FORTH IN THE MOST RECENT EDITION OF THE OREGON DOT 03.0 PRIVATE UTILITIES WATER SERVICE LINES 1 INCH AND LARGER. PROVIDE DETECTOR 1. REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN PRELIMINARY 6. EXISTING UTILITIES, SITE AND TOPOGRAPHIC INFORMATION SHOWN SPECIFICATIONS. ALL NEW PAVEMENT AREAS SHALL CONFORM TO CHECK PLUMBING AND METER AT DOUBLE CHECK ASSEMBLIES FOR INDEPENDENT SPECIAL INSPECTOR PER SECTION 1701 OF THE 8-20-2025 HEREON ARE BASED ON RECORD DRAWINGS PROVIDED BY OR MADE THE TYPICAL PAVEMENT SECTION DETAIL. ALL A.C. PAVEMENT TO BE 1. CONTRACTOR TO PROVIDE UTILITY SUBMITTALS FOR REVIEW PRIOR FIRE SERVICE LINES. INTERNATIONAL BUILDING CODE (IBC) FOR THE FOLLOWING: AVAILABLE BY THE OWNER. THE CONTRACTOR IS REQUIRED TO FIELD COMPACTED TO 91% OF MAXIMUM DENSITY PER ASTM D2041 FOR TO INSTALLATION OF ALL PROPOSED UTILITY PIPES, CONDUITS, 29. PROVIDE A PRESSURE REDUCING VALVE ASSEMBLY (INCLUDING GATE A. SOILS: 2Pj6 Nt 7 Z°1 \� VERIFY THE LOCATION OF EXISTING FEATURES AND UTILITIES PRIOR FIRST LIFTS LESS THAN 3-INCHES AND 92% COMPACTION SHALL BE MANHOLES, BENDS/FITTINGS AND ALL OTHER SYSTEM VALVES IMMEDIATELY UP AND DOWNSTREAM) IN AN ACCESSIBLE I. FOUNDATION EXCAVATION TO BE OBSERVED BY OWNER'S "• DES). TO CONSTRUCTION, AND SHALL ARRANGE FOR THE RELOCATION OF REQUIRED FOR SUBSEQUENT LIFTS. APPURTENANCES. ROOM, CONCRETE BOX OR VAULT WITH OPENABLE LID(S) FOR ALL GEOTECHNICAL ENGINEER FOR FIELD VERIFYING FOUNDATION ANY IN CONFLICT WITH THE PROPOSED WORK. MINOR ADJUSTMENTS 28. PERVIOUS ASPHALTIC CONCRETE PAVEMENT SHALL HAVE 2. SANITARY SEWER, STORM DRAIN AND WATER LINES IN PRIVATE WATER SERVICE LINES WHERE MAXIMUM STATIC PRESSURE IS OR DRAINAGE AND DEWATERING RECOMMENDATIONS. RENEWS: 12-31-2025 BASED ON FIELD CONDITIONS SHALL BE MADE BY THE CONTRACTOR AGGREGATE AND ASPHALTIC MATERIALS IN ACCORDANCE WITH PROPERTY SHALL BE PRIVATELY OWNED, MAINTAINED AND EXCEEDS EIGHTY (80) PSI. VALVES SHALL BE SET TO SUSTAIN A II. NATIVE SUBGRADE SURFACE TO BE PROOF-ROLLED AND _ AT NO ADDITIONAL COST TO THE OWNER. LOCAL COUNTY AND CITY APPLICABLE STATE OF OREGON DOT SPECIFICATIONS FOR AN OPEN OPERATED. PROVIDE TRACER WIRE AND WARNING TAPE FOR ALL MAXIMUM PRESSURE OF 60 PSI AND SHALL BE OF A PRESSURE RATING OBSERVED BY THE OWNER'S GEOTECHNICAL ENGINEER OR HIS RECORD DRAWINGS SHOULD BE REVIEWED BY THE CONTRACTOR FOR GRADED, 12.5MM GRADED MIX. PROVIDE 5.5% TO 5.7% ASPHALT PLASTIC UTILITY LINES. TO ACCOMMODATE THE UPSTREAM PRESSURE INCLUDING AN REPRESENTATIVE PRIOR TO PLACEMENT OF ALL FILL OR BASE NOT FOR PERMIT THIS PURPOSE. THE EXISTENCE AND LOCATION OF EXISTING CONTENT. 3. ALL PRIVATE CATCH BASINS, AREA DRAINS, STORM DRAIN PIPE, ALLOWANCE OF 100 PSI FOR SURGE. VALVE SHALL BE CLAYTON 90-01 ROCK MATERIALS UNDER OR WITHIN 5 FEET OF ALL PAVEMENT AND - FEATURES ARE NOT GUARANTEED. ADDITIONAL UNDERGROUND 29. ALL JOINTS BETWEEN A.0 AND CONCRETE STRUCTURES MUST BE SANITARY SEWER PIPE AND WATER PIPE AND APPURTENANCES SHALL SERIES AS MANUFACTURED BY CAL-VAL CO., NEWPORT BEACH, CA OR BUILDING AREAS. DURING WET WEATHER CONSTRUCTION WHEN UTILITIES MAY EXIST. THE ENGINEER ASSUMES NO RESPONSIBILITY TACKED WITH BITUMASTIC. NO EXCEPTIONS ALLOWED. MEET THE REQUIREMENTS OF THE LATEST INTERNATIONAL PLUMBING WATER DISTRICT PRE-APPROVED. PROOF-ROLL OF NATIVE SUBGRADE MAY NOT BE APPROPRIATE (AS FOR THE ACCURACY OR COMPLETENESS OF INFORMATION OBTAINED 30. ALL PORTLAND CEMENT CONCRETE PAVEMENT SHALL HAVE A 28 DAY CODE AS APPLICABLE. 30. ALL ELBOWS, BENDS, TEES, CROSSES AND DEAD ENDS ON WATER DETERMINED BY GEOTECHNICAL ENGINEER), PROVIDE FROM RECORD DRAWINGS OR INFORMATION PROVIDED BY OTHERS, MINIMUM ULTIMATE STRENGTH OF 4000 PSI. PROVIDE A MINIMUM OF 4. ALL CONNECTIONS TO EXISTING PUBLIC STORM SEWER, SANITARY PIPES 3 INCHES AND LARGER IN SIZE SHALL BE PROVIDED WITH PROOF-ROLL OF ALL BASE ROCK SURFACES PRIOR TO PLACEMENT z IMPLIED OR OTHERWISE. (4) TEST CYLINDERS IN ACCORDANCE WITH CURRENT IBC AT EACH SEWER AND WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS CONCRETE THRUST BLOCKS. OF ANY FINISH PAVEMENTS. 7. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW POUR. PERMIT AND INSPECTION BY THE CITY OF TIGARD AND THE WATER 31. A MINIMUM DEPTH OF 30 INCHES IN PRIVATE LANDSCAPE AREAS AND III. DURING THE PLACEMENT OF ALL FILL, INCLUDING TRENCH O w RULES ADOPTED BY OREGON UTILITY NOTIFICATION CENTER. THOSE A. MINIMUM MIX REQUIREMENTS: DISTRICT AS APPLICABLE. 36 INCHES IN PRIVATE STREETS FROM FINISHED GRADE TO THE TOP BACKFILL AND BASE BELOW PAVEMENTS AND BUILDINGS, RULES ARE SET FORTH BY OAR 952-001-0010 THROUGH OAR I. CEMENT CONTENT PER YARD: 5 SACKS. 5. PRIVATE SANITARY SEWER LATERALS SHALL COMPLY WITH THE OF WATER PIPE IS REQUIRED. GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE TO VERIFY - I- Q N 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE II. MAXIMUM WATER/CEMENT RATIO: 0.45. FLY ASH MEETING ASTM REFERENCED PUBLIC STANDARDS AND DRAWINGS FOR PUBLIC 32. BLOW-OFF ASSEMBLIES ARE REQUIRED AT ALL DEAD-END PRIVATE THAT MINIMUM COMPACTION REQUIREMENTS ARE MET. PROVIDEr . CENTER BY CALLING (503) 232-1987. IF YOU HAVE ANY QUESTIONS C618 AND WITH LOSS ON IGNITION LESS THAN 3% MAY BE ADDED SANITARY SEWER. LAY THE 'T' AT A 2% SLOPE. WATER LINES. TEST FOR EACH 40 CUBIC YARDS PLACED. - O r 0) ABOUT THE RULES, YOU MAY CONTACT THE CALL CENTER. YOU MUST TO THE CEMENT, BUT NOT MORE THAN 15% BY WEIGHT. 6. CAST IRON SANITARY OR STORM DRAIN PIPE AND JOINTS SHALL BE 33. ALL PRIVATE WATER LINES SHALL BE FLUSHED, PRESSURE TESTED IV. GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE TO OBSERVE Cr) Q NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE III. SLUMP: 3 INCH TO 4 INCH. DEVIATING FROM DESIGN SLUMP +1/2 HUBLESS, SERVICE WEIGHT, AND MEET THE REQUIREMENTS OF CISPI AND DISINFECTED PER AWWA C600, SECTION 4 AND AWWA C601. ALL PROOF ROLLS. CO I p 0 THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. INCH TO -1 INCH. WHEN CONCRETE IS TO BE PUMPED, ADD 301. JOINTS SHALL BE MECHANICAL CLAMP RING TYPE, STAINLESS 34. ALL WATER LINE CROSSINGS WITH SANITARY SEWER SHALL COMPLY D H `- .. CALL (800) 332-2344. PLASTICIZERS MEETING ASTM C494 AND PROVIDE A NEW MIX STEEL EXPANDING AND CONTRACTING SLEEVES WITH FULL CIRCLE WITH APPLICABLE DEQ AND OREGON STATE HEALTH DIVISION RULES CONTACT: HARDMAN GEOTECHNICAL SERVICES, INC. (/) D 0 8. CONTRACTOR SHALL CAREFULLY MAINTAIN BENCHMARKS, PROPERTY DESIGN. DO NOT ADD WATER. NEOPRENE RIBBED GASKETS FOR POSITIVE SEAL. COUPLINGS AND AND REGULATIONS RELATING TO VERTICAL AND HORIZONTAL SCOTT L. HARDMAN, P.E., G.E. Q O V) Q CORNERS, MONUMENTS, AND OTHER REFERENCE POINTS. IF SUCH IV. ADMIX: PROVIDE WATER REDUCING ADMIX (MASTER BUILDERS)AND SHIELDS TO BEAR THE MANUFACTURER'S REGISTERED INSIGNIA. SEPARATION. 10110 SW NIMBUS AVENUE, SUITE B-5 Co POINTS ARE DISTURBED OR DESTROYED BY CONSTRUCTION REDUCE WATER USED BY 10% MINIMUM FOR ALL SLABS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. 35. ALL NEW AND EXISTING MANHOLE RIMS, CATCH BASIN RIMS, PORTLAND, OREGON 97223 D (/) CO0 ACTIVITIES, THE CONTRACTOR SHALL PAY FOR THEIR REPLACEMENT V. AIR ENTRAINMENT: PER ACI 301 AND 306 AT ALL EXTERIOR SLABS 7. PVC SANITARY SEWER OR STORM DRAIN PIPE SHALL BE ASTM D3034, CLEAN-OUTS AND OTHER INCIDENTAL STRUCTURES SHALL BE (503) 530-8076 Q in F- BY EMPLOYING A PROFESSIONAL LAND SURVEYOR TO RESET AND FLAT WORK, 5.5%AIR MINIMUM. SDR-35. COMPATIBLE ASTM D3034 FITTINGS MUST BE USED WITH LOCATED AND ADJUSTED TO FINISH GRADE OR AS OTHERWISE 0 PROPERTY CORNERS AND OTHER SUCH MONUMENTS. VI.ALL ADMIXTURES TO BE COMPATIBLE FROM SAME MANUFACTURER. ASTM D3034 PIPE. ALL ASTM D3034 PIPE USED MUST BE OF INDICATED ON THE DRAWINGS. B. PAVEMENTS: - 9. CONTRACTOR TO COORDINATE AND PROVIDE INSTALLATION AS B. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. WATER-TIGHT JOINTS AND TESTED FOR ROUNDNESS AFTER BACKFILL. 36. PRECAST CONCRETE UTILITY VAULTS: I. VERIFY COMPACTION OF ASPHALT PAVEMENTS. I- NECESSARY OF ALL PUBLIC AND PRIVATE UTILITIES FOR THIS C. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE PROVIDE PRESSURE TEST. PROVIDE TV VIDEO TAPE IF SO REQUIRED A. REINFORCED PRECAST CONCRETE UTILITY VAULTS SHALL BE II. VERIFY ULTIMATE STRENGTH, REINFORCEMENT SIZE, PLACEMENT PROJECT INCLUDING WATER SERVICE, SANITARY SEWER SERVICE, EMBEDDED IN STRUCTURAL CONCRETE UNLESS EFFECTIVELY BY THE JURISDICTION HAVING AUTHORITY. APPROVED BY THE OREGON STATE PLUMBING BOARD. PROVIDE AND GRADE OF CONCRETE PAVEMENTS. STORM DRAIN, ELECTRIC POWER, COMMUNICATIONS, CABLE TV, COATED. 8. PERFORATED PVC SEPTIC DRAINFIELD PIPE SHALL BE PER ASTM COMPLETE ASSEMBLIES FOR INSTALLATION INCLUDING INLET AND C. STORM DRAIN AND SANITARY PIPE: NATURAL GAS, STREET LIGHTS, ETC. D. PROVIDE CONTROL JOINTS IN ALL SLABS ON GRADE AS SHOWN ON D2729 WITH SOLVENT WELD JOINTS. OUTLET PIPING. I. CONTRACTOR TO PROVIDE HYDROSTATIC OR AIR TESTING OF ALL _ 10. CONTRACTOR TO MAINTAIN ONE COMPLETE SET OF APPROVED PLANS. IN AREAS WHERE JOINTS ARE NOT SHOWN, INSTALL IN 9. PVC SANITARY SEWER PRESSURE (FORCE MAIN) PIPE SHALL BE B. GRADE RINGS: PROVIDE MANUFACTURER'S STANDARD PRECAST PIPES, JOINTS, MANHOLES, ETC. AS REQUIRED BY LOCAL AND DRAWINGS ON SITE FOR THE SOLE PURPOSE OF CONTRACTOR SQUARE PATTERN AT 15' ON CENTER EACH WAY MAXIMUM. INSTALL SCHEDULE 40 PER ASTM D1784 WITH SOLVENT WELD JOINTS PER CONCRETE GRADE RINGS FOR ADJUSTING VAULT LIDS TO FINISH STATE JURISDICTIONS. RECORDING AS-BUILT INSTALLATION OF IMPROVEMENTS. SUBMIT JOINTS AT ALL RE-ENTRANT CORNERS. ASTM D1785. GRADE. II. OBSERVE DEFLECTION TEST PERFORMED BY CONTRACTOR FOR AS-BUILT PLANS TO OWNER. E. PROVIDE 1/4" PREMOLDED EXPANSION JOINT MATERIAL BETWEEN 10. HIGH DENSITY POLYETHYLENE (HDPE) STORM DRAIN PIPE AND C. MINIMUM STRUCTURAL REQUIREMENTS: ALL FLEXIBLE STORM AND SANITARY PIPE. DEFLECTION TEST TO 11. ALL CONSTRUCTION ACTIVITY SHALL BE DONE IN A SAFE AND NEAT SLABS AND WALLS THAT ARE NOT DOWELED TOGETHER, AND ASSOCIATED HDPE FITTINGS SHALL MEET THE REQUIREMENTS OF I. CONCRETE: 28 DAY COMPRESSIVE STRENGTH FC = 4500 PSI BE IN ACCORDANCE WITH OREGON CHAPTER APWA 303.9. MANNER AND UNDER OBSERVATION BY CITY FORCES. AROUND COLUMNS THAT DO NOT HAVE SLAB BLOCKOUTS. ASTM D 3350 OR ASTM 1248, TYPE III, CLASS C, CATEGORY 4, GRADE II. REBAR: ASTM A-615 GRADE 60. 12. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING 31. ON-SITE HANDICAP/DISABILITY ACCESS ROUTES SHALL COMPLY WITH P33. 4 INCH TO 10 INCH PIPE SHALL MEET AASHTO M252 TYPE S; 12 III. MESH: ASTM A185 GRADE 65. WITH ALL CONSTRUCTION SAFETY, HEALTH AND OTHER RULES AND THE AMERICANS WITH DISABILITIES ACT (ADA), STATE AND LOCAL INCH TO 36 INCH PIPE SHALL MEET AASHTO M294 TYPE S; 42 INCH TO IV. STEEL: ASTM A36 GRADE 36. (/) REGULATIONS FROM OSHA, DEQ, STATE, AND LOCAL REGULATING REGULATIONS. NOTIFY ARCHITECT AND ENGINEER PRIOR TO 48 INCH SHALL MEET AASHTO MP6-95, TYPE S; AND 54 INCH TO 60 INCH V. GALVANIZING: ASTM A-123-89 AND A-153-87 (HOT DIPPED). w AGENCIES FOR SAFETY AND INSTALLATION OF THE WORK INCLUDING INSTALLING FINISH PAVEMENT IN CONFLICT WITH ADA REQUIREMENTS. SHALL MEET AASHTO M294, TYPE S. JOINTS SHALL BE BELL AND VI. STEEL DESIGN: AISC MANUAL OF STEEL CONSTRUCTION, 9Th BUT NOT LIMITED TO SHORING, BRACING, ERECTION/ INSTALLATION, CONTRACTOR TO VERIFY GRADING OF ADA PATHS OF TRAVEL AND SPIGOT COUPLINGS, OR EQUIVALENT, AND CONFORM TO ASTM D3212. EDITION. 0 FALL PROTECTION, GUARDRAILS, ETC. PARKING STALLS AND CONTACT ENGINEER OF RECORD FOR ADDITION INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321 WITH VII. CONCRETE DESIGN: ACI-318-89 BUILDING CODE. 13. ALL SEWER TRENCH LINES AND EXCAVATIONS SHALL BE PROPERLY WORK IF EXISTING GRADING IS FOUND NOT TO MEET CODE EXCEPTION THAT MINIMUM COVER IN TRAFFIC AREAS SHALL BE 18 • ASTM C-857 MINIMUM STRUCTURAL DESIGN. Z SHORED AND BRACED TO PREVENT CAVING. UNUSUALLY DEEP REQUIREMENTS. IN GENERAL: INCHES. • LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY EXCAVATIONS MAY REQUIRE EXTRA SHORING AND BRACING. ALL A. MAXIMUM CROSS SLOPE OF ANY PAVEMENT PERPENDICULAR TO 11. ABS SCHEDULE 40 SOLID WALL PLASTIC PIPE AND FITTINGS MEETING STRUCTURES. J SHEETING, SHORING, AND BRACING OF TRENCHES SHALL CONFORM DIRECTION OF TRAVEL IS 2.0%. REQUIREMENTS OF ASTM D 2661 JOINED WITH PIPE CEMENT MEETING VIII. LOADS: AASHTO H-20 16 KIP WHEEL LOAD WITH 30% TO OREGON OCCUPATIONAL SAFETY AND HEALTH DIVISION (OSHA) B. MAXIMUM SLOPE OF WALKWAYS IN DIRECTION OF TRAVEL IS 5.0%. REQUIREMENTS OF ASTM 2235. IMPACT (10"X20" FOOTPRINT) REGULATIONS AND THE CITY OR COUNTY STANDARD CONSTRUCTION C. FOR RAMPS, THE MAXIMUM SLOPE IS 8.33%AND MAXIMUM RISE 12. DUCTILE IRON PIPE: AWWA C-151, CLASS 52, WITH GASKETED BELL & • AASHTO LIVE LOAD SURCHARGE (2' SOIL) 8' DEPTH 0 SPECIFICATIONS. BETWEEN LANDINGS IS 30 INCHES, HANDRAILS ARE REQUIRED SPIGOT JOINTS, SEAL COATED PER AWWA C-104. • EFFECTIVE SOIL PRESSURE ABOVE WATER TABLE - 80 P.C.F. 14. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO EACH SIDE OF ALL RAMPS WITH SLOPE GREATER THAN 5%. 13. GALVANIZED STEEL PIPE SHALL BE OF SCHEDULE 40 CONFORMING TO • EFFECTIVE SOIL PRESSURE ABOVE WATER TABLE -45 P.C.F. CONSTRUCTION OF CURBS, RETAINING WALLS, OR PAVEMENT. D. MAXIMUM SLOPE OF CURB RAMPS AND WINGS OF CURB RAMPS ASTM A120 AND AWWA C800 ZINC-COATED INSIDE AND OUTSIDE BY IX. SOIL COVER: 1'-6" MINIMUM WITH WATER TABLE 3'-0" 15. ALL WATER AND SEWERAGE APPURTENANCES SHALL CONFORM TO IS 8.33%. THE MAXIMUM LENGTH OF A CURB RAMP IS 6 FEET. THE HOT-DIP PROCESS CONFORMING TO ASTM B6 AND ASTM A120. BELOW FINISHED GRADE. APWA, OREGON CHAPTER, "STANDARDS SPECIFICATIONS FOR PUBLIC E. PROVIDE FINISH PAVEMENT SURFACE TEXTURES IN ACCORDANCE 14. REINFORCED CONCRETE STORM DRAIN PIPE AND FITTINGS SHALL • 5'0" MAXIMUM WITH WATER TABLE 3'-0" BELOW FINISHED GRADE WORKS CONSTRUCTION"; THE APPROVED CONSTRUCTION DRAWINGS; WITH ADA. CONFORM TO THE REQUIREMENTS OF ASTM C76, CLASS IV. PROVIDE • 0' MINIMUM WITH WATER TABLE BELOW BOTTOM OF VAULT. AND CITY OF TIGARD REQUIREMENTS. F. STRAIGHT GRADE FINISH PAVEMENT AND TOP OF CURB WATER TIGHT JOINTS USING RUBBER RING GASKETS. • 5'-0" MAXIMUM WITH WATER TABLE BELOW BOTTOM OF VAULT. 16. VERTICAL DATUM IS BASED UPON WASHINGTON COUNTY BENCHMARK ELEVATIONS BETWEEN GIVEN ELEVATION POINTS. BLEND FINISH 15. BURIED EXTERIOR PERFORATED FOUNDATION DRAIN PIPE WITH D. ACCEPTABLE MANUFACTURERS: _ #561, LOCATED AT THE NE CORNER OF HWY 99W AND DURHAM ROAD. GRADES AT GRADE BREAKS. CONTINUOUS FILTER FABRIC SOCK SHALL BE "ADS DRAINGUARD" OR I. UTILITY VAULT COMPANY, WILSONVILLE, OREGON ELEVATION IS 190.99' (NGVD 29 DATUM). 32. PAVEMENT MARKINGS ON AC PAVEMENT SHALL BE MPI #32 ALKYD PVC SCHED 40 PERFORATED PIPE WITH SOLVENT WELD JOINTS. II. ENGINEER PRE-APPROVED EQUAL MEETING SAME OR 17. EXISTING TOPOGRAPHY, UTILITIES, AND ELEVATION DATUM ARE PAINT. INSTALL PER MANUFACTURERS RECOMMENDATIONS. VERIFY INSTALL DRAIN PIPE AT 0.5% SLOPE UP FROM BOTTOM OF FOOTING IN BETTER REQUIREMENTS. BASED ON THE OWNER'S TOPOGRAPHIC SURVEY PROVIDED BY THE PAINT LOCATIONS, COLORS AND STENCILS WITH ARCHITECT. EACH DIRECTION AROUND THE BLDG FROM THE BACKWATER OWNER/DEVELOPER. THE EXISTENCE AND LOCATION OF EXISTING 33. ADA STALL PAVEMENT STENCILS SHALL BE THERMOPLASTIC STENCIL VALVE(S) CONNECTION LOCATION(S)TO THE SITE STORM DRAINAGE z FEATURES ARE NOT GUARANTEED. ADDITIONAL UNDERGROUND INSTALLED PER MANUFACTURES RECOMMENDATIONS. SYSTEM. PROVIDE FILTER FABRIC WRAP AROUND A 24 INCH WIDE X 24 w UTILITIES MAY EXIST. THE ENGINEER/TM RIPPEY ASSUMES NO INCH HIGH (MIN.) CLEAN DRAIN ROCK BACKFILL SECTION AT D RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF 02.0 CLEARING AND GRUBBING PERIMETER OF BUILDING FOUNDATION. LAP FILTER FABRIC 12 INCHES z INFORMATION PROVIDED BY OTHERS, IMPLIED OR OTHERWISE. OVER TOP OF DRAIN ROCK SECTION. TOP OF DRAIN ROCK TO BE 9 18. DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL 1. ALL CONSTRUCTION AND MATERIALS WITHIN THE PUBLIC INCHES BELOW FINISH GRADE BESIDE BUILDING. SEE DWGS FOR z I SIMILAR CONDITIONS AND LOCATIONS. RIGHT-OF-WAY SHALL CONFORM TO THESE PLANS AND THE TYPICAL FNDN DRAIN INSTALLATION DETAIL. O 19. DO NOT SCALE INFORMATION FROM DRAWINGS. APPLICABLE REQUIREMENTS OF CITY OF TIGARD, STATE OF OREGON 16. ABS OR PVC FOUNDATION DRAIN BACKWATER VALVES SHALL BE FA 0- 20. CONTRACTOR TO REMOVE FROM SITE EXCESS SOIL OR OTHER AND FEDERAL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT HORIZONTAL TYPE SIMILAR TO ASME A112.14.1, WITH REMOVABLE w r7 MATERIALS NOT REUSABLE FOR THIS PROJECT, AND COMPLY WITH PRACTICES. COVER AND SWING CHECK VALVE WITH GASKET. SEE DWGS FOR I-0 ALL RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 2. NOTIFY ARCHITECT 2 BUSINESS DAYS BEFORE COMMENCING WORK. INSTALLATION DETAIL. T.M. RIPPEY N NEERS INC. 21. APPROPRIATE BENCHING OF FILLS IS REQUIRED FOR FILLS OVER 5 3. CONTRACTOR SHALL REMOVE ALL TREES, SHRUBS, RUBBISH, AND 17. PERFORATED DRAIN PIPE LOCATED UNDER BUILDING SLAB SHALL BE pi.,Lei 5, ALL RIGSULTING HTS RESERVED FEET IN HEIGHT ON SLOPES IN EXCESS OF 5 HORIZONTAL TO 1 MAN-MADE STRUCTURES INCLUDING BUT NOT LIMITED TO CONCRETE PVC, SCHED 40 PERFORATED DRAIN PIPE PER ASTM D2729 WITH THESE DRAWINGS ARE THE PROPERTY OF Lr) VERTICAL. THE GEOTECHNICAL ENGINEER SHALL INSPECT BENCHES SLABS, WALLS, VAULTS, FOOTINGS, ASPHALTIC PAVED SURFACES, SOLVENT WELD JOINTS AND CONTINUOUS FILTER FABRIC SOCK TM RIPPEY CONSULTING ENGINEERS INC. N AND ARE NOT TO BE USED OR REPRODUCED o PRIOR TO FILL PLACEMENT. GRAVELED AREAS, SHED OR OTHER FREE-STANDING BUILDINGS COVER. IN ANY MANNER EXCEPT WITH THE PROPER N 22. CUT AND FILL SLOPES SHALL BE PROTECTED FROM EROSION. SUCH (CONSTRUCTED OF WOOD, CONCRETE, METAL, ETC.) FOUNDATIONS, 18. GEOCOMPOSITE DRAINAGE FABRIC SHALL BE "AQUADRAIN 15X, WRITTEN PERMISSION OF T.M. RIPPEY CICONTROL MAY CONSIST OF APPROPRIATE REVEGETATION OR OTHER FENCES, RAILINGS, MACHINERY, ETC. WITHIN THE CLEARING LIMITS. "MIRADRAIN 6200XL", OR ENGINEER PRE-APPROVED EQUAL. CONSULTING ENGINEERS INC. - N ACCEPTABLE MEANS AND METHODS. EROSION CONTROL MEASURES THE ITEMS LISTED ABOVE SHALL BE DISPOSED OF OFF-SITE. IT SHALL 19. AREA DRAINS IN LANDSCAPE AREAS SHALL BE 15"X15" TURF & DATE: 00 SHALL BE IN PLACE PRIOR TO EARTHWORK OR SITE STRIPPING. BE THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE NUMBER LANDSCAPE AREA DRAINS MANUFACTURED BY THE 'LYNCH CO." WITH DRAWN BY:RTN 23. MATERIAL IN SOFT SPOTS WITHIN 5 FEET OF RIGHT-OF-WAYS, AND TYPE OF STRUCTURES TO BE REMOVED. CONTRACTOR SHALL 4 INCH DIAMETER TRAPPED NO-HUB CONNECTION OUTLETS, CHK'D BY: CJD U PAVEMENTS OR BUILDINGS SHALL BE REMOVED TO THE DEPTH OBTAIN ALL NECESSARY DEMOLITION AND WORK PERMITS. EXTENSIONS AND GRATES WITH BARS AT 1 -1/4 INCH ON CENTER FOR - REQUIRED TO PROVIDE A FIRM SUBGRADE AND SHALL BE REPLACED 4. ALL BURIED STRUCTURES (I.E. TANKS, LEACH LINES, DRAIN TILE, AND COMPLETE ASSEMBLY. SHEET WITH 1-1/2"-0" CRUSHED ROCK COMPACTED TO 95% PER ASTM D1557. PIPES) NOT DESIGNATED TO REMAIN ON THE SITE, SHALL BE 20. EXTERIOR AREA DRAINS IN CONCRETE PAVEMENT AREAS SHALL BE Q 24. THE NATIVE SUBGRADE SURFACE SHALL BE APPROVED BEFORE REMOVED AND THE RESULTING EXCAVATIONS SHALL BE PROPERLY "SMITH" FLOOR DRAINS WITH 12 INCH DIAMETER TOPS, DEEP BODY • SCARIFYING OR PLACING ANY FILL OR BASE ROCK BY THE SOILS INSPECTED, BACKFILLED AND COMPACTED PRIOR TO ANY GRADING SEDIMENT BUCKETS, 4 INCH DIAMETER TRAPPED NO-HUB (7) ENGINEER. THE UPPER 8 INCHES OF NATIVE SUBGRADE IS TO BE OR FILLING OPERATIONS. THIS IS TO INCLUDE STUMPS AND CONNECTION OUTLETS, EXTENSIONS AND GRATES FOR COMPLETE col SCARIFIED, DRIED AND RECOMPACTED TO 90% MAXIMUM DRY ROOTBALLS OF TREES TO BE REMOVED FROM THE SITE. NOTIFY CITY ASSEMBLY. o DENSITY PER ASTM D698. PLACE GEOTEXTILE FABRIC (MIRAFI 500X, FOR INSPECTIONS AS REQUIRED. 21. EXTERIOR CLEANOUTS IN WALKWAYS SHALL BE J.R. SMITH 4023-U L�r) PROPEX GEOTEX 200ST, CONTECH C200 OR EQUAL) BELOW ALL 5. THE AREA OF THE SITE DESIGNATED ON THE PLAN TO BE REGRADED WITH HEAVY DUTY NICKEL BRONZE TOP, TAPER HEAD, ABS PLUG AND 2 OF I N VEHICULAR PAVEMENT. FOR WET WEATHER CONSTRUCTION (AS OR PAVED SHALL BE STRIPPED TO REMOVE ALL ORGANIC MATERIAL TOP SECURED WITH VANDAL PROOF SCREWS, FLUSH AT FINISH TMR PROJECT No.: Li DOWN TO FIRM SUBGRADE.THE CONTRACTOR SHALL BE RESPONSIBLE GRADE. 25608 U- i G7 W CML ABBREVIATIONS W z ABBR ABBREVIATION H.P. HIGH POINT P^-1 AC ASPHALT CONCRETE HT HEIGHT P-4 w AD AREA DRAIN IE or INV INVERT ELEVATION P4 z ADA AMERICANS WITH DISABILITIES ACT INFO INFORMATION ALT ALTERNATE INT INTERIOR APPX APPROXIMATELY JT JOINT c' ARCH ARCHITECTURAL L LENGTH p ARV AIR RELIEF VALVE LBS POUNDS v BCR BEGIN CURB RETURN LF LINEAR FEET BF BACKFLOW LIN LINEAR BLDG BUILDING LT LEFT ° N o BOT BOTTOM MANUF MANUFACTURER 'g { BOW BOTTOM OF WALL MAX MAXIMUM M BS BACK OF SIDEWALK MECH MECHANICAL BTWN BETWEEN M.E.P. MECHANICAL, ELECTRICAL & PLUMBING o o a BPZ BACK OF PEDESTRIAN ZONE M.J. MECHANICAL JOINT It! C m Z B-W-V BACKWATER VALVE MH MANHOLE o . ° ‘.0 H a� w CB CATCH BASIN MIN MINIMUM C.I. CAST IRON N NEW CJ CONTROL JOINT N.S. NON SHRINK �Q,rc PROFFs CL or C/L CENTER LINE N.T.S. NOT TO SCALE Nam, c, 1 .N c �/O CLR CLEAR O.C. ON CENTER l CO CLEANOUT O.W.S. OIL WATER SEPARATOR 80058PE CONC CONCRETE PL or P/L PROPERTY LINE PRELIMINARY CONT CONTINUOUS P.C. POINT OF CURVATURE 8-20-2025 COP CITY OF PORTLAND P.C.C. POINT OF COUNTER CURVATURE Ne ' z�1� �� CRWN CROWN (OF ROADWAY) PERF PERFORATED /S , CULV CULVERT PLYWD PLYWOOD `J. DES�.P' DBL DOUBLE P.P. PRIMARY POWER/POWER POLE DC DOUBLE CHECK PROP PROPOSED RENEWS: 12-31-2025 DCDA DOUBLE CHECK DETECTOR ASSEMBLY PSF POUNDS-PER-SQUARE-FOOT DET DETAIL P.T. POINT OF TANGENCY NOT FOR PERMIT D.I. DUCTILE IRON PVC POLYVINYL-CHLORIDE DIA or 0 DIAMETER P.U.E. PUBLIC UTILITY EASEMENT DIM DIMENSION P.W. PUBLIC WORKS DOM DOMESTIC R or RAD RADIUS DWG DRAWING R.D. ROOF DRAIN DS DOWNSPOUT REINF REINFORCEMENT/REINFORCING Z DW DRY WELL REQ'D REQUIRED D/W DRIVEWAY REHAB REHABILITATION OLLI EA EACH R.P. RADIUS POINT Cl) EG EXISTING GRADE RT RIGHT H Q N EJ EXPANSION JOINT R/W or ROW RIGHT-OF-WAY O 0 EL or ELEV ELEVATION SLOPE o J SAN or S.S. SANITARY SEWERCO Ct E ELECTRIC SCHED SCHEDULE COEMMBBED EMBEDMENT = Q EOP EDGE OF PAVEMENT SED SEDIMENTATION D �O E.O.R. ENGINEER OF RECORD SHT SHEET (I) D > 0 EQ EQUAL SIM SIMILAR0 0ER END RETURN SPECS SPECIFICATIONS O ESC EROSION AND SEDIMENT CONTROL SQ SQUARE _ EW EACH WAY STA STATION Q I- EX or EXIST EXISTING STD STANDARD EXT EXTERIOR STM STORM SEWER STIFFENER H FDC FIRE DEPARTMENT CONNECTION STIFFSTSTEEL FNDN FOUNDATION FF FINISH FLOOR STRUCT STRUCTURAL FG FINISH GRADE SW SIDEWALKTC TOP OF CURB FH FIRE HYDRANT TELE TELEPHONE FIN FINISH T.O.F. TOP OF FOOTING FL FLOW LINE T.O.S. TOP OF SLAB FLR FLOOR FL FLANGE T.O.W. TOP OF WALL FP FINISH PAVEMENT TYP TYPICALU.E. UNDERGROUND ELECTRICAL FPZ FACE OF PEDESTRIAN ZONE U.O.N. UNLESS OTHERWISE NOTED U) FTFC FACE OF CURB G U.P. UNDERGROUND POWER o Z GA GAGE or GAUGE U.R.M. UNREINFORCED MASONRY Z O GALV GALVANIZED GA U.T. UNDERGROUND TELEPHONE GB GRADE BREAK V.B. VALVE BOX V ERTICAL Cn GEN GENERAL VERT < GR GROUND WTR WATER GS GROUND SHOT W.M. WATER METER W.J. WET JOINET Z > GSP GALVANIZED STEEL PIPE W.Q. WATER QUALITY wLil GUT GUTTER WV WATER VALVE f�nI� LI— G.V. GATE VALVE V HDPE HIGH-DENSITY-POLYETHYLENE W/ WITH w m HORIZ HORIZONTAL W/O WITHOUT —IQ z W >- 0 EXISTING CONDITIONS LEGEND PROPOSED LEGEND z z 1 a EXISTING BUSH/SHRUB SO EXISTING SANITARY MANHOLE 47 STREET TREE AND TREE WELL —WTR— WATER PIPE O Q' EXISTING DECIDUOUS TREE XSAN EXISTING SANITARY LINE •, 'Sy WATER BEND W L _1 CONCRETE SIDEWALK &SCORING c4 EXISTING CONIFEROUS TREE XG EXISTING GAS LINE J I� WATER VALVE N CI—'-- TREE PROTECTION FENCE T.M. RIPPEY EXISTING POWER POLE x— EXISTING FENCE WATER METER TTING ENGINEERS INC. .M. ALL RIGHTS RESERVED dl X TREE REMOVAL FIRE HYDRANT THESE DRAWINGS ARE THE PROPERTY OF •EXISTING OVERHEAD • FOUND MONUMENTS TM RIPPEY CONSULTING ENGINEERS INC. N XOH ELECTRICAL LINE X ORANGE CONSTRUCTION FENCE G REPRODUCED GAS LINE IN ANY MANNER EXCEPT WITH THE PROPER o LOCAL BENCHMARK ESTABLISHED EXISTING UNDERGROUND O GAS METER WRITTEN PERMISSION OF T.M. RIPPEY N o SEDIMENT CONTROL WATTLES CONSULTING ENGINEERS INC. 0 XE ELECTRICAL LINE EXISTING GRAVEL Off OVERHEAD ELECTRICAL LINE N CURB & GUTTER DATE: EXISTING FIRE HYDRANT E UNDERGROUND ELECTRICAL LINE co ti ) f t EXISTING CONCRETE SAN SANITARY SEWER PIPE DRAWN BY:RTN N © EXISTING VAULT o SANITARY SEWER MANHOLE G CT POWER POLE CHK'D BY: CJD � ® EXISTING ASPHALT EXISTING WATER METER SANITARY SEWER CLEANOUT STREET LIGHT SHEET EXISTING WETLAND STM STORM PIPE o D4 EXISTING WATER VALVE —0— SIGNS N XWTR EXISTING WATER LINE — /00 — EXISTING MAJOR CONTOUR ® STORM CATCH BASIN (D1 STORM MANHOLE MAILBOXES USPS CLUSTER MAILBOX c� ® EXISTING STORM CATCH BASIN — — -99- — - EXISTING MINOR CONTOUR �J 2 00 CI . 2 o STORM CLEANOUT 100 PROPOSED MAJOR CONTOUR 0 XSTM EXISTING STORM LINE co 3 La 99 PROPOSED MINOR CONTOUR of ii N TMR PROJECT No.: 25608 7 3&g�- I EX STM MH te w II ► '\I RIM: 369.81 NOTES: W z EX STM MH I ' IE IN: 366.94 12'S LEGEND RIM: 369.98 ( ) 1. PUBLIC UTILITIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE MARKINGS PROVIDED PER UTILITY a ('�I IE OUT: 366.16 (12"W) LOCATE TICKET NUMBERS 23352954, 23352958, AND 25133015. PRIVATE UTILITIES WITHIN TAX LOT 900 OF THIS Z IE IN: 366.08 (12"E) 1 1 II SURVEY ARE PER PRIVATE LOCATING SERVICES. THE SURVEYOR MAKES NO GUARANTEE THAT THE DECIDUOUS TREE 0 RIGHT-OF-WAY LINE - - a IE IN: 365.03 (15"S) \ I 1 0� I TAX LOT 1000 UNDERGROUND LOCATES REPRESENT THE ONLY UTILITIES IN THE AREA. CONTRACTORS ARE RESPONSIBLE FOR BOUNDARY LINE Z IE OUT: 364.83 (15"N) �� I II EX STM CB VERIFYING ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. CONIFEROUS TREE RIM: 369.89 TAX MAP 2S111BC PROPERTY LINE SUMP: 364.96 �_ FIRE HYDRANT S� 11 '¢ CIE IN: 366.95 (12"s) CHAIN LINK FENCE 2. FIELD WORK WAS CONDUCTED JANUARY 8-11, 2024 (TAX LOT 2300) AND MAY 5-8, 2025 (TAX LOT 900). o CENTERLINE - - - ///��Y IE OUT: 366.78 (12"N) _ TAX LOT 1100 WATER METER L" -JWAT� � ' TAX MAP 2S111BC 3. HORIZONTAL DATUM: A LOCAL DATUM PLANE FROM THE OREGON STATE PLANE COORDINATE SYSTEM OF 1983, WATER VALVE D4 CURB - - O IV w 1 1` SUMP: 365.29 _ 2105'- `� \ NORTH ZONE, NAD83(2011) STATE PLANE COORDINATES WERE DERIVED FROM THE TRIMBLE VRS NOW NETWORK. EDGE OF PAVEMENT ( ) SANITARY SEWER CLEAN OUT o EX STM AD �_ I a I 1 •I rR10588 # -y 210589 ,, 21 p� _ FENCE LINE O o o O RIM: 372.75 o 210590 ; •1 0598 4. VERTICAL DATUM: ELEVATIONS ARE BASED ON WASHINGTON COUNTY BENCHMARK NO. 561, LOCATED AT THE NE SANITARY SEWER MANHOLE C 1 ► - \ O594 03g� 21 9 ( 29). STREET LIGHT POWER LINE - - - - +- - - - ++- N o CORNER OF HWY 99W AND DURHAM ROAD. ELEVATION = 190.99 FEET NGVD o - 1. i I I 7Q 0587 �y0597 �3,� OVERHEAD WIRE - - - -�w- - - -oxw - N o • ` MAILBOX -o { M d 5. CONTOUR INTERVAL IS 1.00 FOOT. O M M EX STM CB I`l `p 6VEV14Y f ki\ I / �0 �� STORM DRAIN CLEAN OUT o COMMUNICATIONS LINE - - - -COIA- - - -COM- o RIM: 370.05 11: r . I \� 2#0586 EX STM AD/ 6. THIS IS NOT A PROPERTY BOUNDARY SURVEY TO BE RECORDED WITH THE COUNTY SURVEYOR. BOUNDARIES STORM DRAIN CATCH BASIN ❑ GAS LINE - - - -�■- - - -�5- = 0 o IE IN: 369.25 8"W I 210600 MAY BE PRELIMINARY AND SHOULD BE CONFIRMED WITH THE STAMPING SURVEYOR PRIOR TO RELYING ON FOR STORM DRAIN LINE - - - -STM- - - -STrw- 6( ) I 1II I I TAX LOT 900 RIM: 37�10 \ STORM DRAIN AREA DRAIN ❑ IE OUT: 368.85 (8"E) L ( 1058 / // DETAILED DESIGN OR CONSTRUCTION. oSANITARY SEWER LINE - - - -SAN- - - -SAN?AX MAP251116C 210601 \ STORM DRAIN MANHOLE O a1 ,�� IE OUT: 367.63 (8"W) \ EX STM AD 7. BUILDING FOOTPRINTS ARE MEASURED TO SIDING UNLESS NOTED OTHERWISE. CONTACT SURVEYOR WITH GAS METER ® WATER LINE -WAT- - - -WAI- N s /SUMP: 365.91 RIM: 369.41 QUESTIONS REGARDING BUILDING TIES. 1 I I I it I��o �" PVC / „ I IE OUT: 368.07 (8"W) GAS VALVE m1II W \ - sTM- - -sTM p 8 PVC 2106) SUMP: 365.70 8. TREES WITH DIAMETER OF 6" AND GREATER ARE SHOWN. TREE DIAMETERS WERE MEASURED UTILIZING A GUY WIRE ANCHOR - �-� = w - ' \ DIAMETER TAPE AT BREAST HEIGHT. TREE INFORMATION IS SUBJECT TO CHANGE UPON ARBORIST INSPECTION. UTILITY POLE �� !i:::;iiiiii;::::. EXISTM S I ' Z I I GATE POLE ;t_ �- - G. R 370„ �� I ; I o i i�/ 210603 \ 9. THE 12 INCH WATER MAIN LINE ALONG SW 103RD AVENUE WAS NOT MARKED NORTH OF SW INEZ STREET. THE POWER JUNCTION BOX ❑o VP ` N Z PwR - ' PUBLIC UTILITY LOCATOR MARKED THE AREA AS "MUST BE POTHOLED AND TO CALL CITY OF TIGARD BEFORE \ SIGN / PRELIMINARY IE IN: 36 .1A (8�� I �,I I I I a LINE MARKS BY VATS LOCATOR. TYPE IS UNKNO TAX LOT 800 DIGGING . �\ / 8-20-2025 IE OUT: 367. 5 355. I I •,; 0 I �, \ \ / y 210604 TAX MAP 2S111BC '/� SCALE: 1"= 30 FEET SUM -- I \� 1 • IJ I I 1 M .1 / - 22.39 �� CHAIN LINK FENCE 710605 TAX LOT 400 I r O� 1 r C 14.00' �- �, / EX SAN MH TAX MAP 2S111BC EX STM AD I I r / a= ' 7'S7° EX SAN CO RIM: 368.13 30 0 6 15 30 C11111131 ll 3 ?3 RIM: 374.01 2106066'\ I IE; IN: 359.08 (8'W) RIM: 362.78 1 1 1 I I= 373 CH= �3 7'46'W 20.08' _ IE BEND: 369± IE IN: 361.12 (12"S) I HNOT FOR PERMIT �, j �� IE iUT: 358.96 (8 E) IE OUT: 361.03 (12"NE)EX SAN MH ,110 , 11 ' 1 21061444� 0 210612 \� 210611 21�061� 0609 2106(8- SUMP: 361.03I -bp RIM: 372.36 I 1 1141 \:.J„ �� Q- \ i- - - - - - - - - - IIE IN: 362.14 (8"S) ' •11 1 III v��110613 ,373� ` N8 '26 189.51 �2 210607 \ 1 -1 i - -oHw_ 1 -cliw- - - IE OUT: 361.92 (8 E} Epb...1, SEE N�T 9 - - - - - - - 1 - cN �� r 1" w� , SAN,- -SAN- � - - SAN- " PVC N � Sr 8" PVC z//( � I _ -r- -SAN-�- ' -SAN - SAN- - SAN- SAN- - - - SAN- - -SAN- - - -SAN- SAN- - -SAN- - - -- SAN- - - -SAN- - - - SAN- - - - SAN- -�- S STAIRS 0 6�I I • I ll WATER RISER PLASTIC FENCE HEDGE SW �N Z STREET �10 0 I = 1 1„ W - -- o n \ 1 W EX 8" CONC I o N -GAS N _ _ _W CULVERT I 11 1 I t, -WAT- - - 8„WANK S89'26'44"E 228..15 r �� i-�-- i felt r - N - - N - GAS Qy� Q N IE: 370.80 ( ) Nab IiIV W - AT - - - - - - - - - - - - - _GAS RISER 1 11007 i 110�4 W CD I ^ "Cr g EXSTMMH 1t1Ii ' 9I--I I .. .I CARPORT 10.03 10870 ? _ J I J'•g EX SAN MH 1 ct RIM: 372.48 /�0 0 1 + f z PATIO 1 DRIVE AY / J _a. , f IfrZ II 3-`, ' RIM: 362.98 1 I �1 D = O 0 IE IN: 370.58 (8"E) I I I 0 I N 1 II II �� / , „,„,% rATE ri r �/. -� / '4 IE IN: 354.19 (8"W) x 1 (n ~ 0 IE IN: 369.73 15'S fa �4 -- 7`- WOOD /1 56�9_ YIDBOD FENCE IE IN: 354.13 (8"N) 1z J( ) 1 1 r ice FENCE 0 1 : TAX LOT 2100 TAX LOT 2000 . I I (n Ct IE OUT: 369.65 15'N ' 1 'cc, r • r o GATE w / IE OUT: 353.97 8"S r � ( ) EX SA C I 1 r HOUSE r o I ': HEDGE �co 1 O I = TAX MAP 2S111BC TAX MAP 2S111BC ( ) 0 Q .. II 3 1 I cn c� SUMP: 369.65 RIM: 3 3.8 i -r r -GAS �,' / TAX LOT 1800 EX STM AD IE BEND: 72 I -o --Cti ' -�°`�-WOOD '-- -GAT / DECO TANK / w '- •'• TAX MAP 2S111BC RIM: 362.57 Q LO jripAllihmaid / 370 :. TAX LOT 4700 �'1 TAX LOT 2800 EX SAN CO / FENCE WIRE FENCE 10481 TAX MAP 2S111BC IE IN: 360.96 (12"N) I _ / 10480 IE OUT: 360.96 (12"S) 1 I 1 + TAX MAP 2S111BC RIM: 373.76 1 1 3 I 1 DECK 00 .� / 10335 GA •' = I- IE BEND: 372t I I 1 I 1 - 1042O' i , 1E3479 � STANDING11 SUMP: 360 96 c ; I 11026 11020""� / % 10478 �: WATER OBSERVED 1 ' i EX STM AD p"- - 1 1 I I GRAVEL / �A�1 SO V 10477 # ••_ '. I= I I RIM: 373.82 EX STM CB / / ...• ' I II W N DEBRIS IN STRUCTURE RIM: 372.45 / + 1' • / i 1 I = H 1 1 J 1 10263 WOOD FENCE 10258 /10476 / : . :-.. IE IN: 371.84 (15"W) IE IN: 371.15 (15 W) I I -= � I ' _ Z • ` I ' �- 10261 `�'� 10259 / 61' I W IE OUT: 371.84 (15"E) IE OUT: 370.78 (8"E) I 1 N SHED �� I • > SUMP: 371.87 SUMP: 369.28 . L. IIf_do I I 'Cil 1 TAX L0�23,�0 f o I CO 1 I W \ TAX M 2S 11 BC /WI}�FENCE 102257/ _ �T�I -• • I Q I 1 ,,r, 10262 _$ 1 I Z - - - - J • l I I r= „ \ \ \ / � --- � /� . ' . I 1 I- I 0 I / , 3 1 I o WIRE FENCE ) I / 65/ 10260 / N :':.' I o� � I � I 1 f / / o I- CANTERBURY LANE ' „ I3 I I _ GATE , / ! / / /' - // I T zo I I „ EX SAN MH ,�1`L / / I f / "4 ' I 0 - 1 - 4 TAX LOT 1900 1 y z EX STM AD RIM: 373.82 / RIM: 372.56 " IE IN: 366.27 (8"Wj //1 ,// /// / VI10Ub FENCE .• TAX LOT 4800 TAX MAP 2S111BC i I IE IN: 371.49 (4"W) I I - 9•1• „ IE OUT: )366.06 (8"N �/ /� , TAX MAP 2S111BC 1 I 0 IE IN: 371.19 (4 S) END COMM LOCATE /;.J I �� // �36� 10�? 12s1 20' 1 U IE OUT: 371.03 (8'NE) ♦ , II i o 10264 10265 _ --* , /� / EX SAN MH r I� SUMP: 370.75 410:, r� _ A 1• „ * 7 / // / \ RIM: 357.22 EX SAN MH 1 1 II v- - - - - 2b WA ��026 - ��/ / RIM: 361.57 I r z N I RI E ,/ 2 / I IE IN: 351.36 (8W) „1. I{, I „ RI ��- - / IE OUT: 351.18 8"E IE IN: 349.80 (8 N) I � CHAIINK FENCE / ( ) IE IN: 349.80 (8'W) I I CO EX STM CB LL 1� �� 1 RIM: 373.16 y110b7'ClR1, 4* , i ( / r y 0 " of IE OUT: 349.56 (8 S) 1 Z `` N�9'28 57'W 227.87 I x IE IN: 372.11 (4"W) I I I I 1 1 030 7 I I I / - - - SAN - - - SAN - - I-SIW-A P� -SAN- - - SAN - - -SAN i' - - -SAN- - - -SAN- - - -SAN- 8= P�l. - SAN- - - - SAN- - - -SAN- - - -SAN- - SAN- - -SAN i __4 LLJ IE IN: 372.11 (4'N) I I I Il 1V`. : I END WATER LOCATES IE OUT: 371.61 (10 E) g'SI I TAX LOT 4400 I 1li SUMP: 371.61 I I I I I I I I I EX STM MH TAX LOT 2302 TAX MAP 2S111BC I 1.44_' 1 RIM: 373.66 EX SAN MH TAX MAP 2S111BC II TAX LOT 2603 I I I 1 IE IN: 371.12 (6"W) RIM: 363.78 TAX MAP 2S111BC I I 1 1 I IE IN: 371.08 (15"S) IE IN: 352.77 (6"NW) I i I I IE OUT: 370.92 (15"N) IE IN: 352.59 (6 SW) TAX LOT 4200 ti 1 I I J 5 I SUMP: 370.92 IE IN: 352.53 (10"W) TAX MAP 2S111BC I z TAX LOT 2303 I LLI 1 lc., 1 1 TAX MAP 2S111BC IE OUT: 352.49 (8"E) I I �I LOT 2S111BC o a D 1 - I (.5 1 , EX STM CI TAX LOT 4100 •=1 I cL I^ RIM: 374.53 TAX MAP 2S111BC EX SAN MH N I I z RIM: 357.58 �I A, o IE IN: 372.02 8 W IE IN: 349.03 (8"N) 4, I > 1 1 IE (12"S) IE OUT: 348.95 8"E I I IE OUT: 371.82 (15"N) ( ) 1 ro I SUMP: 370.66 T.M. RIPPEY N I I ©CONSULTING ENGINEERS INC. TREE TABLE TREE TABLE TREE TABLE TREE TABLE TREE TABLE TREE TABLE TREE TABLE TREE TABLE TREE TABLE REGISTERED I 2025, ALL RIGHTS RESERVED PROFESSIONAL THESE DRAWINGS ARE THE PROPERTY OF N ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) LAND SURVEYOR 1 I TM RIPPEY CONSULTING ENGINEERS INC. TREE NUMBER TYPE DBH IN. TREE NUMBER TYPE DBH IN. TREE NUMBER TYPE DBH IN. TREE NUMBER TYPE DBH IN. TREE NUMBER TYPE DBH IN. TREE NUMBER TYPE DBH IN. TREE NUMBER TYPE DBH IN. TREE NUMBER TYPE DBH IN. TREE NUMBER TYPE DBH IN. I AND ARE NOT TO BE USED OR REPRODUCED 0 - • IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN OF T 10256 CONIFEROUS 62 10264 CONIFEROUS 17 10305 DECIDUOUS 50 10481 CONIFEROUS 26 11004 DECIDUOUS 6 210588 CONIFEROUS 14 210596 CONIFEROUS 15 210604 CONIFEROUS 10 210612 DECIDUOUS 12 0 -5' I I CONSULTING SSION ENIGINEERS NC M. RIPPEY 0 CN 10257 CONIFEROUS 38 10265 CONIFEROUS 23 10335 DECIDUOUS 7 10509 DECIDUOUS 32 11007 DECIDUOUS 25 210589 CONIFEROUS 17 210597 CONIFEROUS 13 210605 CONIFEROUS 18 210613 CONIFEROUS 11 OREGON I 1 DATE: cc • JANUARY 17, 1995 I DRAWN BY:RTN GARY E. PAUL I 10258 CONIFEROUS 43 10266 CONIFEROUS 25 10420 CONIFEROUS 6 10606 CONIFEROUS 64 11020 DECIDUOUS 26 210590 CONIFEROUS 18 210598 CONIFEROUS 13 210606 CONIFEROUS 21 210614 DECIDUOUS 12 2698 1 I r I CHK'D BY: CJD i I 10259 DECIDUOUS 12 10267 CONIFEROUS 21 10476 DECIDUOUS 7 10722 DECIDUOUS 12 11026 CONIFEROUS 25 210591 CONIFEROUS 19 210599 DECIDUOUS 16 210607 DECIDUOUS 14 RENEWAL 12/31/2026 I SHEET 10260 DECIDUOUS 15 10268 CONIFEROUS 23 10477 CONIFEROUS 36 10761 DECIDUOUS 9 11087 DECIDUOUS 25 210592 CONIFEROUS 14 210600 CONIFEROUS 9 210608 DECIDUOUS 14 1 o r 10261 • DECIDUOUS 10 • 10269 CONIFEROUS 21 10478 CONIFEROUS 31 10770 DECIDUOUS 9 210585 CONIFEROUS 24 210593 CONIFEROUS 17 210601 CONIFEROUS 12 210609 DECIDUOUS 12 EX 12" CMP CULVERTC 1 10262 CONIFEROUS 25 10270 CONIFEROUS 28 10479 CONIFEROUS 14 10870 DECIDUOUS 74 I E: 351.59 210586 CONIFEROUS 51 210594 CONIFEROUS 38 210602 DECIDUOUS 12 210610 DECIDUOUS 13 I 1 I I co co10263 CONIFEROUS 21 10303 CONIFEROUS 6 10480 CONIFEROUS 26 10903 DECIDUOUS 42 210587 CONIFEROUS 13 210595 CONIFEROUS 13 210603 CONIFEROUS 13 210611 DECIDUOUS 13I C13 OF 11 N TMR PROJECT No.: 25608 ri 41I° 1 I v `, CHAIN LINK FENCE z 210592 a — = = = — - - — — —e 210588210589 210595 . *210598 a 210599 z 210590 210591 210593 �, — 210594 210596 2105970°a d" I 210587 �, '' n a p z I ° • A 210586 1 a * 1210600 LEGEND Y N C A I ° I bN � C ■ •• •• < I %E-210585 210601* TREE TO BE REMOVED o m btA M 4 I C I X TREE TO BE PROTECTED -o o AND REMAIN a � E~ P. 4..i; 1 210602 ,4 n18PROicss 005 8PE-< l I 210603 I PRELIMINARY 8-20-2025 I *1210604 �'SvGNf z' 2f1�� I ✓' DESK 1 * 1210605 ' .; RENEWS: 12-31-2025 • • 210606 * _ NOT FOR PERMIT 10722 ' 41061 — 210609 21060 : . 1 I -) _ _a_ _ _ _g _ _ _g_ _ _o_ _ _ G_ _ _ _ _ _. . LLJ 210613 210607 Green Wing Tree Inventory O.ii. ! • (/) > code DBH Species Condition Observation Q N N 11026 25 Larch mod decline o ti • • DDa' �Illlllllllllllpo.d o I _ _ _ _ _ _ _ _ _SW INEZ STREET 11020 26 norwa maplegood nod — — — I Y p Cr) ICt V°. 10903 10870 10606 (VARIED WIDTH PUBLIC RIGHT-OF-WAY) 11007 25 monkey puzzle good nod CO• I STAIRS 10761 DBH= 42' DBH= 74' DBH= 64' D 1- ., OAK NORWAY DAWN REDWOOD 10903 42 oak good nod U) D 0 MAPLE i' 10870, 6.5•magnolia ground •good nod a O O Et I •® 10509 32 bay laurel good nod 11007 — — — -----::::::-- — — — — — — ° —. i10606 64 dawn red good nod Q _ DBH= 25' x 1007 11004 �� 0�� a a� 10481 r 26 pondo good nod 0 MONKEY PUZZLE x 10870 I ° • 10480 26 pondo good nod H • 4 . 10479 14 pondo good nod a• I _ 10770 Q .. I 10478 31 pondo good nod a I 10477 36 pondo good nod - 10509 10509 ° I 10476 7 cherry good nod d. '. DBH= 32' , I I BAY LAUREL 10257 38 douglas fir good nod Z ad. 10256 62 dawn good nod Q J d I ° 10481 10260 15 apple good nod Z 11020 I DBH= 26' 10258 43 western red cedar good nod 4 10481 �, _ I PONDEROSA 10259 12 apple good nod z DBH= 26' _ 0 I NORWAY MAPLE 10335 10480 �� . . 10480 I • pp •g J • • DBH= 26' 10335 7 cherry good nod Q• ••I I I 10335 10479 �/\-4 ° a PONDEROSA k-- . • a 11026 I 1 I `- 10420 DBH- 7' 10261 10 Japanese maple good nod • DBH- 25' I 11020 CHERRY 10478 / DBHg 14' 10262 25 douglas fir good nodO W• - LARCH 11 26 �� W 10477 d PONDEROSA 10264 11.5 douglas fir good nod • w 10476 �,,► ,;_ :.I v 10478 10265• 23 douglas fir good built up soil at N side 10263 / . : DBH= 31' O • W DBH- 21' 102584e4C 10258 CHERRY 10476 �� • d PONDEROSA 10266 25 douglas fir good nod Et 10263 DBH= 43' 10267 21 douglas fir good nod W 0_ •a I Z H CHINESE FIR I WESTERN RED CEDAR , . 10477 • g • w w[� 10261 10259 I a DBH= 36' IING WALL 10268 23 douglas fir good nod i> x 10259 • d � PONDEROSA d • p� DBH= 12' I .. ° — — 10269• 21 •douglas fir •good nod H I..IJ q APPLE 10257 10270 28 douglas fir good ivy 30ft up trunk A a I 10261 10257 DBH= 38' , , CI, gcl026r) DBH= 10' DOUGLAS FIR ° • • < . 10305 50 locust mod sparce canopy recline? A O0 a I JAPANESE MAPLE . • 10263 21 Chinese fir good nod 10262 10260 °' a A I DBH= 25' DBH= 15' I .a ° CI •a • • I DOUGLAS FIR APPLE I .•, , ' 2.. El0 `" I . .a d • z1026 CANTERBURY LANE 10305 pgH417' . .° I e °.: D (50' WIDE PUBLIC RIGHT-OF-WAY) O DBH= 50' I DOUGLAS FIR o S LOCUST 1 10268 m — — — 10265 DBH= 23'1 I �; DBH= 23' DOUGLAS FIR 10269 I DOUGLAS FIR 10256 ° DBH= 21' 7, DOUGLAS FIR . I 10264 )zo, 24*, _ 10268I 10256 ° . ° 10270 O -I I DBH= 62' T.M. RIPPEY cv I DBH= 28' NEERS INC. Q DAWN REDWOOD ©2025�ALL RIGHTS RESERVED — —dl I 10269 DOUGLAS FIR I a INEERS INC. �, 4 1 I I 10 26 6 ` THESE DRAWINGS ARE THE PROPERTY OF TM�, /� I AND ARE ENOT Y OTOSBE USED ULTING ERGREPR REPRODUCED CNN I 10266 10267 10270 IN ANY MANNER EXCEPT WITH THE PROPER d DBH= 25' WRITTEN PERMISSION OF T.M. RIPPEY CONSULTING ENGINEERS INC. N I • ° I I DOUGLAS FIR \ — — — — — — — — — — — — — — — — — — — °° 110 7 t � 10267 DATE: 7 DBH= 21' DRAWN BY:RTN (7) I:a • 10303 DOUGLAS FIR 0 CHK'D BY: CJD a . ° SHEET 0 4. GRAPHIC SCALEcSb 00l 1 TREE REMOVAL AND TREE PROTECTION PLAN 20 0 10 20 40 80 CI . 4 4 0 co) C1.4 SCALE: 1" = 20' 5 OF 11 CN ( IN FEET ) 1 inch = 20 feet TMR PROJECT No.: LT_ W KEYNOTES FOR THIS SHEET W z ❑ X I XW R � - — — 210592 2 MARK - DESCRIPTION pa'-•, w Xd _ — _ _ _ _ Q 210588210589 2 2105954*210598 a— PROVIDE SAWCUT LINE 1' (MIN) INTO EXISTING PAVEMENT AS SHOWN. COORDINATE Z o 21059 4591 43 210599 WITH PUBLIC WORKS DRAWINGS FOR UTILITY TRENCH CUTS. J cc ~ 210594 210596 210597 (:) SEE SHEET C1.4 FOR TREE REMOVAL AND TREE PROTECTION INFORMATION. 2 O .dv. . a ev ' • a. ,=, I X `i j- 210587 0: <: a I w a I ( 3 )— REMOVE EXISTING HEDGE. U • A DRLVEWA`�• ' • 7 \ © 0— PROTECT EXISTING MONKEY TREE TO REMAIN. SEE SHEET C1.4 FOR MORE ap Ia. © 210586 E S INFORMATION. M X 210600 5 — REMOVE EXISTING MAILBOX. -d t r: RIM. 370.20 0 a IE IN: 367.69 (8"E) 0 m 210601 ( 6 ]— REMOVE EXISTING DRIVEWAY. = 0 0 I 210585 IE OUT: 367.63 (8"W) 0 EX STM AD I �, 0 MP: 365.91 RIM: 369.41 7 — REMOVE EXISTING ONSITE STRUCTURES, TYP. p �� rHa w ° x ` I IE OUT: 368.07 (8 W) ( S j— REMOVE EXISTING OVERHEAD. COORDINATE WITH PUBLIC WORKS DRAWINGS FOR I I w �, J. / 8" PVC gLP Ysf 0 2106p SUMP: 365.70 v MORE INFORMATION. 18008P \ �Q PROFF W I EL : - XSTM „ XSTM XS M ` t 9 — REMOVE EXISTING GAS METER AND LATERAL. COORDINATE WITH PUBLIC WORKS } 1 N s�'/ I Z E I I �� ■7 �� DRAWINGS FOR MORE INFORMATION. o/fi x GATE POLE �► I I X I O " 10 — REMOVE EXISTING SANITARY CLEANOUT AND SANITARY LATERAL. SANITARY LATERAL E I 1 x I • . N_D �� xPwR 210603 TO BE CAPPED AT EXISTING SANITARY MAIN. PRELIMINARY XPWR 68-20-2025 0_ M XPIMZxp xp ( 11 )— REMOVE EXISTING STORM CULVERT. ��N� 2�1,o a 1LINE MARKFBY PRIVA LOCATOR. TYP IS UNKNOWN �/ i. 4 12 — REMOVE EXISTING WATER METER AND LATERAL. `S✓• DESK a• � I ; � A v 1 / *f 21060 e / 13 — REMOVE EXISTING GATE AND FENCE, TYP. COORDINATE WITH AFFECTED NEIGHBORS FOR RENEWS: 12-31-2025 a I . I © CHAIN LINK FENCE 4(.- :210605 FENCE ADJUSTMENTS DURING CONSTRUCTION. _ • r`. I I ..` 14 — REMOVE EXISTING CURB, TYP. NOT FOR PERMIT Ia I I .4� EX SAN 0 _ 15 — REMOVE EXISTING ASPHALT PAVEMENT, TYP. • "� I I X ,� Q .� RIM: 374.0 060• * . 3^ I IE BEND: 36 ± 0 18 — REMOVE EXISTING STORM AREA DRAIN AND EXISTING STORM PIPE. 0 lQ .A.,n © 0 0 ' X I I s 17 — REMOVE EXISTING POWER STRUCTURE AND POWER CONDUITS. COORDINATE WITH PUBLIC z ,,�/ 2106 1961� �101 — �10610 — — 21060J — — 21060>8 — � a XP x © C I - - WORKS DRAWINGS FOR MORE INFORMATION. O 110 4141111/ C I W 1: I I O , 'N y 18 — REMOVE EXISTING CONCRETE SIDEWALK AND CURB. COORDINATE WITH PUBLIC WORKS . I I N , 210613 z 21 I DRAWINGS FOR MORE INFORMATION. Ci) Q N X © © _ ©' © © S� INEZ STREET E • I I . _EN�IILWA1 LD.0 d 44. I' (VARIED WIDTH PUBLIC RIGHT-OF-WAY) Q 0 O) — — — — - I SA13— -XSAN - - - - - -XSAN - XSAN XSAN XSA XSAN XSAN • =XSA� - - - XSAN XSAI - CO co= O LA-r-4. I I t a Q LI _A_iSo 0 �I o .a © H E © e • GAS GAS Q • Imo- j --�--- t `` n X i �` i �' WOI I x :��, XWIR 8 x K �' _ _ _ �'' __-- _ '• _ XW R XWTR—XWTR �XWT —XWTR I� XWTR XWTR XWTR XWTR XWTR LL V� Cr)71- - I - Q T • II z �' ` X r ` � ��I��j — I a' va J X x �� 11004i(i. (...D `Q �0�0• . I— GAS RISER _.,, a.'. © i_ X X x 0' 'Q t. o . 0.. • . •• x M , r:I -ARPOR -1-0LW 168-71 A _ -, : I 0 DRIVEWAY v:: d X I = I PATIO nIIIIII��' 11 1 -a.CL;. : I X I r GATE r - WOOD 10509 WOOD FENCE •..a ..I .: XI ea I 1 a CO I / I o o FENCE GATE 1 •i / 0 c 0 .HEDGE EX SAN CO — a-�►,= — 0 i HOUSE I _ _ Z RIM: 373.88 2 X :J • G 0` % �•� 0 - - J I J 0 31IE BEND: 372± ' I I 1 ��'r •� i:dir WOOD GATE 4, DECO TANK 481 A.. da• l. . a_ I off 0 xoH FENCE 0 WIRE FENCE 10 1. • EX SAN CO X �X iiiiiiii .�.� 10 10480 A a. : < : . . Z RIM: 373.76 • X I 1 1,� I0 ` DECK © GATE .. Y 0 . I X I off` 10420 1047 E IEBEND. 372f I © x 1 �20 _ _ . Q11,1444 : Z 2. 0 ,�/X•�1/ � a I Q ' C` 1 D i a :I'G E�-- I0) 1 _ GRAVEL © TE SO 101 a • d. I x A - WOOD RETAINING WALL ' _ :°I ,d I 0I �, Q , 10476 ' 14E a s I I I I 1 Q Q OOD FENCE 0 10258 w .�. X 11 '.v .•'G ili •a . �I I Q I 1 10259 1 WOOD RETAINING WALE I 0 X I 10261 S ED a :. i.�` X Q WIRE FENCE 1 ► A e - - - - - - - - �da X I�.� Q O 10262 . `. I I 111 a • :d X I I X WIRE FENCE 10260 1 G d _•• Z � �� , ATE . ..�.d •.� a z - I I X I I X 0 w z d, � CANTERBURY LANE XSAN X�s I I � I X I A � .. � v � .. (50' WIDE PUBLIC RIGHT—OF—WAY) �� I I WOOD FENCE �� <� p 1 - - - - : MX - _ I • ' m I p 0 II 1,_I—. *i 0 10256 ei I x 11 , 1 �! N II 102• : � X �. 2025, ALL RIGHTS RESERVED M RIPPEY • d a 0 ©CONSULTING ENGINEERS INC. THESE DRAWINGS ARE THE PROPERTY OF Lr, — — — •• _ —I i I „ 10269 1 I TM RIPPEY CONSULTING ENGINEERS INC. — _ `\ I 10266 AND ARE NOT TO BE USED OR REPRODUCED -C •! I X O 1 0270 I I WRITTEN PERMISSION OF T.M. RIPPEY IN ANY MANNER EXCEPT WITH THE PROPER N a I X I 10267 CHAINLINK FENCE CONSULTING ENGINEERS INC. I [,-.1 I I I' 0 DATE: 00 ci - - - - - - - - - - - - - - - - - - - - -III t I v, CHK'D BY: CJD U :vI X i6 o ))-1) XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN XS N XSAN XSAN XSAN XSAN XSAN XSAN SHEET : ; I Lr? GRAPHIC SCALE col 1 DEMOLITION PLAN 20 0 10 20 45 •0 80C •• --1 C) C1.5 SCALE: 1" = 20' 6 OF 11 cSb CN ( IN FEET ) 1 inch = 20 feet TMR PROJECT No.: LT_ 7 i al e I M \1 CHAIN LINK FENCE i — — — — 4 a z ❑ _ Ate-, w •d I 5 e ° • I I 1,1,1,1,1,1,1,1,1.1 '1 .1 .1 1E1�:1�1�1�:1‘11 I' 1 1 1 1 1 1 1 1 1-� a s O I DRLVEWA`� 1.4 0 p •d.I I I I V7N0 i N O� O : O r° H a� w °. ° LOT 1 LOT 2 LOT 3 I I 9,073 s.f. I 7,962 s.f. I 7,921 s.f. , cQ\cd PROFFS • NORTH SITE DEVELOPMENT �Sw�c, 1 " �1 `�%� 4 ° I I UNDER A SEPARATE PERMIT 80058PE • 8'WIDE I PRELIMINARY . _I PUE I 8N�0-2025 1 k,..." pEs. . , I II RENEWS: 12-31-2025 2'1 I 9 I I NOT FOR PERMIT \ ( L_ L °° • t ° 0 • d 7 P/L P/L ROW _ . . . . . , . - ROW 4 il I Z_ OLD RO\V �— — — --- — — — — PLC ROW — — — —— — — — — — — 0 W • CV a.4 z > 00ti //!/ 44; Cd `� 0 0— Jco ct .7•,� .d O U O O W O — — — —� 0 2 cs O STAIRS SW INEZ STREET7 U) D 0 O m "' �w w (VARIED WIDTH PUBLIC RIGHT—OF—WAY) a U)a O • 1JI tst ®\ fiii 111 _ , , , , ` _ L\ /° L\ / / coO Q c coo F ,,-\• — �1 . - °_ Q® ROW • u♦ 4t O O \ O O a d ,,,_ _ _ _7_ _ _ _ _ • N89°25'02"W N89°26'44"W N89°26'44"W N89°28'07"W > I 111142.79' 57.00' 56.97' 52.75' a • 7 °. I i L=21.59' i :a.E..' ° R=14.00' I I A=88°22'03" I • a I : d d °I I - " . .HEDGE a � L J I Z Q d 7 ',I I ° , 'd 1 S02°11'06"W I 1 1 :4I . 119.47' , °•: °I I I I SOUTH SITE - LOT 1 SOUTH SITE - LOT 2 SOUTH SITE - LOT 3 w SOUTH SITE - LOT 4 o a 7,718 SQ. FT. 7,576 SQ. FT. zo 7,577 SQ. FT. OD SQ. FT. o o O 0.18 ACRES r 0-) 0.17 ACRES M M. 0.17 ACRES N y Ec 0.21 ACRES I °. • <. w) N Cr)w� N cocoN 'e+ 8' PUE ooT I a. � :Ia• a. Q i I U) U) z °I J d I 5' ROW Q . e • . . I— I I DEDICATION I 4 .° a Q —Ia a I : Z n •WOOD RETAINING WALL 0_ I -I a •I y ` A , w , I 1 1I- a d. — — — — — _ e � I I ° °° a d ��Ayy ray I o ,•: ° • �da F+-I i--I I I z . CO XI ri) 0 — G d r, __. ,L, �a I o L 0 0 I .d z ❑LLI I I as D CANTERBURY LANE 1 I S89°27'07"E _ S89°27'07"E _ S89°27'07"E ° — — _ T _ _ ° d.. z (50' WIDE PUBLIC RIGHT—OF—WAY) OM I I I 60.25' 56.93' 56.99' 1 1 m z I I ar I 1 I w1 I - I cv 6 SOUTH SITE - LOT 5 °�.,° � I T.M. RIPPEY I e • e I 8,760 SQ. FT. N O ©CONSULTING ENGINEERS INC. co 2025, ALL RIGHTS RESERVED . I S02°11'29"W 0.20 ACRES o I THESE ENGINEERS INC. — I 50.16' Z A 1 1 1 11�1�1�.I N .4 °' Itz� _d►_��L�� AND ARE NOT TO BE USED OR REPRODUCED CER N �, • 1 I WRITTEN APERMISSION OFNNER EXCEPT TMT MTHE RIPPEY e I I I CONSULTING ENGINEERS INC. 0 1=11'41'1'1'NNN N 4 I �.�� DATE: I. ► - - - - - - - - _ - - - - - - - - °p •� "d � � P/L S89°29'05"E "_ S89 28 6' E P/L DRAWN BY:RTN CHK'D BY: CJD CO I , I P/L 175.62' P/L 47.26' P/L U SO SHEET n . 0 GRAPHIC SCALE � 20 0 ° 20 40 80 1 1 PLAT LAYOUT PLANC • 1m1.1•61 1 1 1 6 in C1.6 SCALE: 1„ = 20 ( IN FEET ) 7 OF 11 N 1 inch = 20 feet TMR PROJECT No.: LT_ 25608 KEYNOTES FOR THIS SHEET W z 111 al : . VI ' CHAIN LINK FENCE — _ MARK - DESCRIPTION A-1 ° W ° I A. NT e o �/L o ° — o_ o _ — o o — o f o o_ _ — —_ — _ — - — I ( 1 }— SAWCUT 1' (MIN) FROM EDGE OF PAVEMENT FOR NEW PUBLIC HALF STREET P Z A. ° z%'h I mo/ IMPROVEMENTS. • • d .° ° I ( 2 }— NEW PUBLIC CURB AND SIDEWALK. COORDINATE WITH PUBLIC WORKS DRAWINGS FOR a � �•��•��•�•�� ; MORE INFORMATION. [� g° ' • II �._..._. I-zIw '1 INKip ��.�yf•VAti ��•��•�•�•�•�•��,�_ as • .... °` ( 3 }— NEW PUBLIC ADA ACCESS RAMP. COORDINATE WITH PUBLIC WORKS DRAWINGS FOR ° • ° I �/ MORE INFORMATION. o DR�VEWA` d I, d, I I I 0— NEW DRIVEWAY APRON. SEE GRADING PLANS FOR MORE INFORMATION.4 I I N C O— NEW AC PAVEMENT IN PUBLIC RIGHT-OF-WAY UNDER SEPARATE PERMIT. ! r M ° ° �' M ° (IJ > oc � M �Oa 1 = 1 m ❑ I O o x 1 g P a� w ° I ° LOT 3 . .° LOT 1 LOT 2 9,073 s.f. 7,962 s.f. 7,921 s.f. I I ��Q _D P ROF�C��c I I e I I PRELIMINARY ... I I I 27> 8N420-20�25 � I RENEWS: 12-31-2025 o a I I NOT FOR PERMIT J ° h °11-h I J LL J J • I \ as 7 P/L RAW — — — — — — — — P/L L 'OW , —OLD I,OWT — — ROW — — — —` O w - I— o C m -VISION CLEARANCE TRIANGLE b • Et -- . ' I o PER 18.930.040.B., TYP. Q 0 OCr) Lt ° IIII ® - - - p , - - - - - - p - - - n - - - - - 0° = O _ _ _ _ _ _ 0 ... • . � SW INEZ STREET � H STAIRS 0 p �l 0 (n 18' Q 10' 20' 18' 0 18 (VARIED WIDTH PUBLIC RIGHT-OF-WAY) 0 O U) Q '� / '� f� iti • 'Si 41 'I' ; O VISION CLEARANCE �� ` /, - 1 1 — --- - — — �- /, - - - �; / ® _ / - - ��In� I- - TRIANGLE PER : • S RQW • ... °d V 18.930.040.B., TYP. `�;,_.y . - - - - - - - — — — — - P%L" — — — 4.4 .' dL 1 /** ..yr c. a G I 1 • I , d•:a .. 4 HEDGE Z a : ' �� I a C I I 1 - �� I Q _ _1d° O I 4 d. I1. I CL d I 85' I I I I I . L' I I ' I — • °f 20 k14' � 11 1_'PUE 1 � f LOT 1 LOT 2 LOT 3 LOT 4 J; as I I 0-- 7,718 s.f. 7,576 s.f. 7,577 s.f. 9,154 s.f. I • I —Ia I I ' . :I I —I° I °. •Q• 4 Q Ir, I d .d I I I a . d . d UJ 1 �i I I I 1 I ° a . x I I I a ..WOOD RETAINING WALL I 0 a ' t : CO as I I 1 1 cl ° 1 � a 1 I • ° _ L L I 1 " 1 z ❑ I I al W I _ _ _ T _ CANTERBURY LANE _J -1 — — : . . z (50' WIDE PUBLIC RIGHT-OF-WAY) 0 \I 1 I 1 I I m I z 1 _ I 1 ale- I _" 0 _ 1 W _ O l O ©AVM RIPPEY 0 d • I _J LOT 5 © RIGHTS RESERVED C.2025V a. p I 1 8,760 s.f. ° \I 1 I I THESE DRAWINGS ARE THE PROPERTY OF d' a TM RIPPEY CONSULTING ENGINEERS INC. N d p iI L ��L ..' '_�� MZA: I I AND ARE NOT TO BE USED OR REPRODUCED O IN ANY MANNER EXCEPT WITH THE PROPER N 4, . • 1 I WRITTEN PERMISSION OF T.M. RIPPEY LL CONSULTING ENGINEERS INC. O a ® _=1"11 1 1 I�f�f� CN I L \ • _ .•r .• • • ' DATE: I 00 .� '° icy O I � I P/L — P/L — DRAWN BY:RTN — — — — — — — N I CHK'D BY: CJD 0 '° . 1 O SHEET 0 0 0 GRAPHIC SCALE 1 OVERALL SITE PLAN 00120 O '° 20 40 so C2 • 0 cSb CO C2.0 SCALE: 1" = 20' 8 OF 11 N ( IN FEET ) 1 inch = 20 feet TMR PROJECT No.: 25608 cip KEYNOTES FOR THIS SHEET w w .X I XW� I SUMP: 365.29 1 �� CHAIN LINK FENCE MARK - DESCRIPTION a P/L _ e o o p/L o 0 o e f e O O O o a ° O f'/L O 4w- ° • I wr /L - - - - - O- INSTALL NEW 8" DI CLASS 52 PUBLIC WATER MAIN. CONNECT TO P-, Z EX STM AD ' U °. EXISTING WATER MAIN ON SW 103RD AVE, AND USE A 45° BEND TO TAP • H RIM: 372.75 ° : °' :°.° I OJ X .: a I - INTO EXISTING WATER MAIN ON SW INEZ ST. •.•. I O INSTALL NEW 2" COPPER WATER SERVICE PER CITY OF TIGARD x • Is1 1 f• 1 • • 1� -'-' 1 1 1 1 • 1_I * •_I,� U °. ; °° '1 r8 X ,,.. �. . . . . I__I I,I I_L_h� as STANDARD DETAIL 521. u F , °• I 0- NEW 2" WATER METER TO BE PROVIDED AND INSTALLED BY CITY OF EX STIi CB ° ' a A °.I� I a I TIGARD. ,4 RIM: 370.05 . • : q c� �G= M' (DI- INSTALL NEW PUBLIC FIRE HYDRANT AND CONNECT TO EXISTING c I. I �'+ =F I I WATER LINE. FIELD VERIFY EXISTING WATER PIPE SIZE AND MATERIAL. b ` ° IE IN: 369.25 (8"W) "' f X • ° I �, o� C4 I I 8' PUE O- INSTALL NEW 8" PVC ASTM D3034 SANITARY SEWER LATERAL AT 2% g 4 IE OUT: 368.85 (8 E) - w 0' Aa I SUMP: 367.67 I Ici) a I STREET. SUMP: CONNECT TO EXISTING SANITARY MAIN ALONG SW INEZ 0 o 0 m O- INSTALL NEW 8" PVC ASTM D3034 SANITARY SEWER LATERAL AT 2% ItI = j v d. . I (MIN) SLOPE. CONNECT TO EXISTING PUBLIC SANITARY MANHOLE ON ` N H w ° I I LOT 1 LOT 2 LOT 3 SW 103RD AVE. I 9,073 s.f. 7,962 s.f. 7,921 s.f. Cl- EXISTING STORM CATCH BASIN AND LATERAL TO REMAIN. r\_\) PROF,�`' C I 88 - INSTALL NEW PUBLIC STORM CATCH BASIN AND LATERAL. INSTALL 24± h t N < /O.44 I I 3 I I RIM= 373.00'± (FIELD VERIFY) -RIM= 372.58'± (FIELD VERIFY) LF OF NEW 10" DUCTILE IRON LATERAL AT 1.3% SLOPE. CONNECT 80058PE l EX STM CB . x 1' COVER 2'± OF COVER I LATERAL TO EXISTING STORM MANHOLE. PRELIMINARY RIM: 370.59 I I I IE IN= 370.20± (10", E) IE OUT= 370.75'± (10", N) I 8-20-2025 �, I IE OUT- 370.00'± (10", SW) O- INSTALL NEW PUBLIC STORM CATCH BASIN AND LATERAL. INSTALL 30± G �/...." IE IN: 367.14 (8 E) ° I I I - HIGHPOINT GRADE I I LF OF NEW 10" DUCTILE IRON LATERAL AT 0.3% (MIN) SLOPE. CONNECTjs tiF Zo �� IE OUT: 367.05 (12"N) I I LATERAL TO NEW STORM MANHOLE. -34N) ✓• DES). BREAK ON SW INEZ ST. SEE STORMWATERI z 10 - INSTALL NEW PUBLIC STORM CATCH BASIN AND LATERAL. INSTALL 24± SUMP: 365.49 J •. I I �IJ NOTE ON THIS SHEET. 0 I LF OF NEW 10" DUCTILE IRON LATERAL AT 0.3% (MIN) SLOPE. CONNECT RENEWS: 12-31-2025 _ .•• • e, x I I �, I I O U I LATERAL TO NEW STORM MANHOLE. • 0 0 Cn Li CL 0' 0 0 0' I O- INSTALL NEW 4' DIA PUBLIC STORM MANHOLE. _ NOT FOR PERMIT I I 3 I � • °.I I I " ` 0_a 12 - INSTALL 101± LF OF NEW 10" DUCTILE IRON STORM MAIN AT 0.3% (MIN) I ` \ �, SLOPE. iEX SAN Mn O- INSTALL 48± LF OF NEW 12" PVC ASTM D3034 STORM MAIN AT 0.3% (MIN) 0:4 . x I P/L P/L RIM: 368.13 SLOPE. CONNECT TO EXISTING STORM MANHOLE ON SW 103RD AVE. Z IX ROW . . -. . . . I I1ZO1N EX SAN MH ° " I OLD ROW OLC R W IE IN: 359_08 (8';W) - O w J j . . 1 1 1 1 .. t T� RIM: 372.36 4 �: �I - f Q �� IE OUT: 358.96 (8 E) Q N IE IN: 362.14 (8"S) X CD I © 0 0 O 9 0 PVC I 0 J �, Ct 77- 40 E OUT: 361 .92 (8"E) : °° 4 I I 0 �, XSAN XSAN T 6'1' -XS AN - XSAN- - XSA XSAN XSAN XSA XSA XS' -XSAN - -X m O 1 I I © ` WTR WTR R WTR WTR ®W 41 TR WTR WT. WTR TR-WTR - WTR SW INEZ STREET ^ STAIRS x' I J� S M STM STM STM C \ I 1" W (VARIED WIDTH PUBLIC RIGHT-OF-WAY) vJ (/� Et I x I 0 O tb Q Z g1M O ©. © Z 9 O © Q "/' rl -GAS- -GAS- Q O VJ n I I Er^ 3 ',0 0 0 cn © Z /� Q '� Q EX 8 CONC 5 �r \ r� / (� C� 10I 0 x /A ( f / 1 ( C - - - / �/ XWTR XWTR XWTr L{) NEW IE IN= 369.85'± (12",, NE) i I I 5�` - - - - - i -� ® -; n ___ RQW . „ /L ,- • .t _ GAS RISES '" 0 oc, 0 0 c, 1- • • kii,PX'TM _ hit ix 0 EX STM MH • .4 STM m, i Q °a. RIM: 372.48 z ( _ n v:. ° I m I „Li) = I z LLI ° IE IN: 370.58 (8 E) • 1 X CD ^ c x ..•I 0 © 0 Q 0 o 0 0 : d IE IN: 369.73 15' S 1 IQ_ 'c-XI I I RIM= 372.54'± (FIELD VERIFY) Q U 4 •' . I Z ( » I� 0 1' OF COVER in E ' o • IE OUT: 369.65 (15 N) I o� I I I RIM= 373.15'± (FIELD VERIFY)- IE IN= 370.70± (10", SW) a . ° . .°° Q SUMP: 369.65 E I� -r CV 1' COVER I ( N) I J x J IE IN= 370.70± 10', cI - IE OUT= 371.32'± (10", N) IE OUT= 370.50'± (10", W) I • • . a I I X RIM 372.00'± (FIELD VERIFY) 1' COVER I I I 1 A I I �o I IE OUT= 370.17'± (10", N) .a: .I J J J ° • x I x I Xx I I LOT 1 LOT 2 LOT 3 LOT 4 as EX STM AD ° I X. I 7,718 s.f. 7,576 s.f. 7,577 s.f. 9,154 s.f. I .° .° I D c`a a e•. RIM: 373.82 - ;°. 11 i o I I :.I;a DEBRIS IN STRUCTURE EX STM CB • I I x D \ I : Q IE IN: 371 .84 (15 W) RIM: 372.45 ` I I I ° d v• •da IE OUT: 3J •4 ,� I 371 .87 IE IN: 371 .15 (15 W) • I I I I I ° RETAINING WALL I IE OUT: 370.78 (8 E) d I I I x n31.11, 5I ROW DEDICATIONII I ..d Ir.'WOOD d - - - - - - - - 0 SUMP: 369.28 ,, Il , I Id 8' PUE I I I I ° EX SAN MH /°° XI I jQI I RIM: 373.82 II - ,_, - - - - as u u u u .-- u , . 4 IE IN: 366.27 (8 W) . .. I I ' GAS 11 OUT: 366.06 8' N °°.• �` Q I - I LLLI CANTERBURY LANE z x I •I (50' WIDE PUBLIC EX T OF_W A� =O I ° RIM: 372.56 - XSAN "Ln2 Q.�� SAN ISAN I , m I z 0 •0 1 IE IN: 371 .49 (4' W) X Ti �;Mx I ala I o I 0_ IE IN: 371 .19 (4' S) X II I I I I _ IE OUT: 371 .03 (8 NE) _ %% I SUMP: 370.75 `��• ' I I LOTy� 5 � .b � 8,760 s.f. T.M. RIPPEY ©CONSULTING ENGINEERS INC. I 2025, ALL RIGHTS RESERVED • d Q THESE DRAWINGS ARE THE PROPERTY OF 11 �--I WATER I • • •�•�N�� I I TM RIPPEY CONSULTING ENGINEERS INC. EX STM CB - - f:' © . L_ ____ L AND ARE NOT TO BE USED OR REPRODUCED �• (/� RISER © I I IN ANY MANNER EXCEPT WITH THE PROPER RIM: 373.16 + ° ,t x I I �� 'I (_ COWRNSULTING PERMISSIONNGEINC.T.M. RIPPEY CN IE IN: 372.11 4' W I r WTU ��'U /' t CONSULTING ENGINEERS I ( ) I • I DATE: „ 110. I I - - P/L - - - - - - - - Ea. - - - - P/L - - - - - - - - - DRAWN BY:RTN IE I N: 372.11 (4 N) I • II I P/L P/L P/L 8" PVC STORMWATER NOTE. CHK'D BY: CJD E OUT: 371 .61 (10"E) • I. Q. I o12' Ate\ XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN XS XSAN XSAN X� -X, SHEET ° x I I x ��J DUE TO SHALLOW STORM PIPES AND CATCH BASINS ON SW 103RD AVE, STORM 1JMP: 371 .61 a : , I I I I RUNOFF ON SW 103RD AVE WILL BE COLLECTED AND ROUTED TO THE EXISTING o STORM SYSTEM. PROJECT IS PROPOSING TO PAY A FEE-IN-LIEU FOR STORM GRAPHIC SCA• LE DISCHARGE ON SW INEZ ST. EXISTING SYSTEM IS LESS THAN 3' DEEP. STORM o� 1 OVERALL UTILITY PLAN 20 0 10 20 40 80 PLANTERS AND FILTER CATCH BASINS CAN'T WORK. C2 . 1 ao --1 CO C2.1 SCALE: 1" = 20' 9 OF 11 N ( IN FEET ) 1 inch = 20 feet TMR PROJECT No.: 25608 L_ A I P/L © — , — — . — — — — — _I — P/L — — — RbW F bW W °Y I OLD U RO\, _ ®— — — — — — — — OLC RQW, --- I— — — — — w Z ° a - I _ LV \ LV \ LV \ a C7 11111 °o P II�� ] e O SW INEZ STREET• • -J STAIRS (VARIED WIDTH PUBLIC RIGHT-OF-WAY) [� o -I- - - - � _ _ - - - - - - - - - - - - - - -o - - - - - - � _ � m �I �Ir • --7 11 ® N O SEE SHEET ######################## **A __11 ___J \ /I -E.\ • A ' ' —1 :°I •. ROW _ _ _ �n ° — — — a M P/L • > o ,,, • X o o 0 o Od.; eL ( ,,.._ LI • a r� $ m ° ( ° p o m 0 o 4:• >4 —1 I - ( I 44. M1 I Id I � �O I I • H DOE 80058PE 02 , .: .1 ___L, LI j 11 : PRELIMINARY a �Ia : ° 8-20-2025 o I • SEE SHEET ######################## I <, �F ', Z , \� I °I CO I I _I a RENEWS: 12-31-2025 _ Pci LOT 1 LOT 2 LOT 3 LOT 4 a s • 4 O I 7,718 s.f. 7,576 s.f. 7,577 s.f. 9,154 s.f. I I • a. .: NOT FOR PERMIT • ❑ ' • e � W I I I . ' .1 4• ' GRADING NOTES: ,_., °I 1. CONTRACTOR IS RESPONSIBLE TO PERFORM CUT AND FILL EARTH WORK IN SUCH A MANNER TO I I e a PROTECT NATIVE SOILS FROM BEING OVER WORKED AND FROM BECOMING TOO SATURATED • eI I ° DURING WET WEATHER. DURING WET WEATHECRU R PERFORM WORK IN AREAS SMALL ENOUGH TO CUT z O I I I I . . :. D AND ROCK SITE AREAS UNDER PAVEMENT AND BUILDING TO PREVENT AREAS OF NATIVE SOIL O �' I I , °: C� BEING EXPOSED TO WET WEATHER. COORDINATE SITE WORK AND ESC MEASURES ACCORDINGLY. — LLl d 3 ° 4� I :: •a — 2. REFER TO ARCHITECTURAL SITE PLANS FOR ALL SITE LAYOUT DIMENSIONS INCLUDING WALKWAYS, Q CV C2.2 I I BUILDING, AND RETAINING WALLS. — I— I li ,---- . . `a 3. PROVIDE SEPARATE BID ADDITIVES IN SPEC SECTION 12.0 FOR WET WEATHER CONSTRUCTION CN 0 O) I OVER-EXCAVATION OF SUBGRADE AND REPLACEMENT WITH CRUSHED ROCK. PROVIDE FOR A 2 J Cr) Ct /° I —I •°. ••e• FOOT THICK OVER-EXCAVATION AND REPLACEMENT OF NATIVE SOIL UNDER THE BUILDINGI Ca O . . : LI FOOTPRINT (EXTEND TO 5 FEET BEYOND OUTSIDE OF FOOTING)AND A 9 INCH THICK D H 0 Ti• • • • •_�•:•V•�1�1_�.VAU • •�I�I�I .•�1�1�1: A=1_�•�I�I�I�•�.•�I�I. ° OVER EXCAVATION AND REPLACEMENT UNDER ALL PARKING LOT AREAS (EXTEND 1.33 FEET (/) n d. I cam— D_ i �_-•� -��:b�'rw:v2 !� _!�_-•� -�r��a��vs !�� _o�_�a��vs ° .° ° I BEYOND CURBS). VERIFY REQUIREMENTS WITH AND OBTAIN APPROVAL FROM PROSPECT (I) Et I ., GEOTECHNICAL ENGINEER AND PROJECT ARCHITECT PRIOR TO EXECUTING. O - �� 4. CONTRACTOR TO CONFIRM WITH OWNER AND REMOVE AND DISPOSE OF OFFSITE ALL EXCESS I!) - L ° ` SOIL, DEBRIS AND MATERIALS NOT REUSABLE FOR THIS PROJECT. In © 1-1 , I • �,• • 5. ON-SITE HANDICAP/DISABILITY ACCESS ROUTES SHALL COMPLY WITH THE FEDERAL AMERICANS - - — _ I I I WITH DISABILITIES ACT (ADA), STATE AND LOCAL REGULATIONS. IN GENERAL: CANTERBURY LANE 1 I 5.1. MAXIMUM CROSS SLOPE OF ANY PAVEMENT PERPENDICULAR TO DIRECTION OF TRAVEL IS 2.0%. (50' WIDE PUBLIC RIGHT-OF-WAY) I 5.2. MAXIMUM SLOPE OF WALKWAYS WITHOUT HANDRAILS IN DIRECTION OF TRAVEL IS 5.0%. - I LOT 5 I 5.3. FOR RAMPS, THE MAXIMUM SLOPE IS 8.33% AND MAXIMUM RISE BETWEEN LANDINGS IS 30 I e •. I I I 8,760 S.f. INCHES. HANDRAILS ARE REQUIRED EACH SIDE OF ALL RAMPS WITH SLOPE GREATER THAN 5%. Q . °'' O \}—I I 5.4. MAXIMUM SLOPE OF CURB RAMPS AND WINGS OF CURB RAMPS IS 8.33%. THE MAXIMUM Z • — — — a° TI o _z•_1 � .• g_�I 1 . I LENGTH OF A CURB RAMP IS 6 FEET WITH A MAXIMUM 6-INCH RISE. _T..___________,__ Q I 5.5. PROVIDE FINISH PAVEMENT SURFACE TEXTURES IN ACCORDANCE WITH ADA. J �, ' 3 I I 5.6. CONTACT ARCHITECT AND ENGINEER FOR INSTRUCTIONS PRIOR TO INSTALLING FINISH 11 i�-� • •- '�-'�-,-` PAVEMENTS IN CONFLICT WITH ADA REQUIREMENTS. I I J I — — — — — — — _ _ _ _ — _ _ 6. STRAIGHT GRADE FINISH PAVEMENT BETWEEN CATCH BASIN AND SURROUNDING GUTTER p/L _ P/L P/L ELEVATIONS. STRAIGHT GRADE BETWEEN GIVEN ELEVATION POINTS. BLEND FINISH GRADES Z I tI P/L 7/L P/L — _ _ — — — — — — _ _ _ _ Jt _ Jt _ _ _ _ _ BETWEEN GIVEN POINTS AND AT GRADE BREAKS. O 7. SEE SHEET C1.0, SECTION 12.0 FOR CONSTRUCTION TESTING, INSPECTIONS, AND OBSERVATION 0 REQUIREMENTS. Q 4 LL I 8. GRADING FOR PUBLIC IMPROVEMENTS IS SHOWN FOR CLARITY AND SHALL BE COORDINATED AND I, IaI0_ BUILT FROM THE PERMITTED PUBLIC IMPROVEMENT DRAWINGS. ONSITE GRADES AND FINISH �.J I I FLOOR ELEVATIONS ARE RELATIVE TO APPROVED PUBLIC WORKS DRAWINGS. CONTRACTOR TOI ii VERIFY AND COORDINATE W/ PUBLIC IMPROVEMENT DRAWINGS PRIOR TO SETTING ONSITE FINISH I I ELEVATIONS TYPICAL. Q 12 GRAPHIC SCALE 1 OVERALL GRADING PLAN 20 0 10 20 40 80 > 17 o C2.2 SCALE: 1" = 20' ( IN FEET 1 inch = 20 feet - __1 J __1 _1w w _, d O U 0 t O U O zz w zZ > J w LZ w co cn c w wD w W w W0 / 20'-0" / 20'-0" / 5 0 8'-0" WIDE PUE / / 20'-0" / 20'-0" / 5 0 8'-0" WIDE PUE / z DEDICATIO DEDICATION v� z I O 11' 0" 11' 0" j w 14'-0" / NEW PEDESTRIAN I 14' 0" / NEW PEDESTRIAN 0' CORRIDOR CORRIDOR I 6" FRONTAGE I I 6" FRONTAGE - �/ �/ T.M. RIPPEY EXISTING TO PROPOSED 5' 0" 5' 0" EXISTING TO PROPOSED 5' 0" 5' 0" ©CONSULTING ENGINEERS INC. / / // ZONE / / // ZONE 2025. ALL RIGHTS RESERVED REMAIN IMPROVEMENTS REMAIN IMPROVEMENTS THESE DRAWINGS ARE THE PROPERTY OF Ur Z w Z w TM RIPPEY CONSULTING ENGINEERS INC. N Z Q Z } Q Z AND ARE NOT TO BE USED OR REPRODUCED Q IN ANY MANNER EXCEPT WITH THE PROPER (N U) z I- N I- N WRITTEN PERMISSION OF T.M. RIPPEY 1'± O w NEW ONSITE 1'± w Z W � W � NEW ONSITE CONSULTING ENGINEERS INC. CN \�\ SAWCUT TO BE 1'± j N o = IMPROVEMENTS \�N SAWCUT TO BE 1'± E o = IMPROVEMENTS DATE: co SOUTH FROM CL, LL. w H UNDER THIS SOUTH FROM CL, w H UNDER THIS N TYP. VARIES 1.5% (MAX) PERMIT TYP. 1.5% (MAX) PERMIT DRAWN BY:RTN �/ARIE CHK'D BY: CJD C) momimiw .11:111 � - III _mim .i _ _... �— n �:. `•71 11=11=11�11=11=11Iff - - - -11411- - 1=11'II II=11= -I- �� = '"ii 11.-11:.11=11=11=11.��`.IC: :771� 1-1 71. 11=11-11�11-11-11�11-11=11�11.�1.11= SHEET C� EXISTING T.. CAI-II=11#11=11=IM1=1i=11.4*11=11.Z.*11=11.Z.*11=11.Z.*11=1-a*I1=11.11. 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O N O W O u `r° • H _ w PROFs � � r 80058PE l PRELIMINARY 8-20-2025 jSvGNf 7, z�1\g, �• DES\-P' RENEWS: 12-31-2025 NOT FOR PERMIT Z O w > Q N > Oct 0, co o � F- C!) J_ F- W 0 rsri 0 0 Z F- C!) J_ U z w z i o T.M. RIPPEY ©CONSULTING ENGINEERS INC. 2025, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF TM RIPPEY CONSULTING ENGINEERS INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER N WRITTEN PERMISSION OF T.M. RIPPEY CONSULTING ENGINEERS INC. O N DATE: CO DRAWN BY:RTN O CHK'D BY: CJD 0 SHEET 0 U 00I C3 • O co 11 OF 11 TMR PROJECT No.: 25608 EXHIBIT J PRELIMINARY CIVIL ENGINEERING PLANS OFFSITE P U 1 i J .. C IMP !,.' OVE ENTS F 0 0'` z T I ( „' A ! I ' )' U 11 Ot IV I K I 6) N (f) c, = u) 0 a_i= • Al n A. \ L C—i 23010 „Lu LI CATED IN SECTPIN 11 T2S ® , 0'' ® � IIII IIII ® l� ® CTY 0 4, T: GAD! 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ATTN : NICK DANIKEN �� IFA I I I I 1 '� 80058PE E: NICK@GREENWINGPDX.COM 1 x :: I i PRELIMINARY II I ii I 8-26-2025 T: 503 473 8870 II 1 t I I I • Vigor/ Ter 1 13 1 ✓ DESK i -- •I � ,4 1 , _v �L .:1 - "4 I x� RENEWS: 12-31-2025 -.•I - i ARCHITECT t I �■■■■■■■■■r®►=me1■■■■■■■■■■■■®I i■■■■■■■uuuIir®I i1 _,: \ PROJECT 4 HABIBI DESIGN , ,� 11 S NpT� 9 \\ AREA __=,_..., — — — — — — run A�, SAN ' XSA fir - XS' — — "S••N — XSAN Q XS) ATTN : H AJ I D HABIBI STAIRS ni 4101 I I ' J TRS RS,M TRSTM C• WTR r` . s T TR 1" W rT Z o o — F-I I n (V 1:D u P ':LIC RIGHT-r'-WAY) —GAS— E: MAJID HABIBIDESIGN .COMM c @ I s, dii■��L�,� ;►II■Li■■��'�� I ®l ■►IEll■ ®, a Ii- — XWTR a w GAS RISER i � /� ��■■-. �i■ I I 'Z ■■■■■ �I I �J""�t �„�I ■■1 ■ I I .. � � o � T. 503-880-4952 .:! 'I'll i19 3 • I`�!� I i : : East Butte CIVIL ENGINEER Q - l I ..HEDGE z Heritage >is O oD Park ¢ L 1� , T. M . RIPPEY CONSULTING ENGINEERS iI: •I _ -- 7650 SW BEVELAND RD, STE 100 11 z f 01,1 I ccD c w Murdoct 5s ■ LOT LOT2 LOT3 LOT4 .1 • c V 6 7,718 s.f 7,576 s.f. 7,577 s.f. 9,154 s,f. '. j-d -� T r -� J �, J 1 IF. ■ Q r.. b. a,. a� J i r� TIGARD, OR 97223 110 �Ir. ��: , o ATTN : C H R I STO P H E R D E S LAU R I E RS A I Plc)I ,. I I .".f: '.WOOD RETAINING WALL J..; I 21 'i _J ._,J J o ■■ 1 I • I —I J — E: CDESLAURIERS@TMRIPPEY.COM i . : II H�I, I I : ' x t o rif. �' T: 503-443-3900 — — I �. I I _ _ _ •.- .,. Z 1,1 10! ■ VICINITY MAP - - - 'ia:. 1 ! 0 w SURVEYOR CANTERBURY NE _ `iin n Cn— > N.T.S. (50' WIDE PUBLIC RIGHT-OF-WAY) 0 Q I X t`� 11 LOT5 1 p:' �.:'..� . 11,.• � a,7sos.f. 0 � AKS ENGINEERING AND FORESTRY, LLC — _ . \►i'- I-1 ii WATERI I U M N N 12965 SW HERMAN RD, STE 100 • ., '11 ANRI R I` �I IC' —P/L— — — r U — — r{1 — a T 0) Z /�F 77 * XSAN — XSA" —XSAN XSAN I CO (/� O o TUALATI N , OR 97062 I : 1 ; Xcc 'Iff III I END WATER LOCATES GRAPHIC SCALE I a ATTN : GARY E. PAUL, PLS 1 OVERALL SITE PLAN 40 0 20 40 80 160 T: 503-563-6151 F r a C01 SCALE: 1" - 40' ( IN FEET ) 1 inch = 40 feet CC p o `!-, UTILITY CONTACTS PUBLIC WORKS DRAWING LIST T LIGHTING (POWER SOURCE) PAGE NO. SHEET SHEET TITLE I— 'I coc NOTICE TO EXCAVATORS: TBD NO. N ATTENTION: OREGON LAW REQUIRES YOU 1 C01 COVER SHEET TO FOLLOW RULES ADOPTED BY THE ATTN : TBD `n OREGON UTILITY NOTIFICATION CENTER. 2 CO2 NOTES 1 _ THOSE RULES ARE SET FORTH IN OAR T: TBD 3 CO3 LEGENDS AND ABBREVIATIONS 952-001-0010 THROUGH OAR 1111 1 952-001-0090. YOU MAY OBTAIN E: TBD 4 C04 EXISTING CONDITIONS COPIES OF THE RULES BY CALLING THE • CENTER. 5 C05 DEMOLITION PLAN ►4 I — (NOTE: THE TELEPHONE NUMBER FOR 6 CX01 CROSS SECTIONS t o THE OREGON UTILITY NOTIFICATION GAS ` , CENTER IS 503-232-1987). 7 PPO1 STREET & STM P&P - SW 103RD AVE - SOUTH SITE Z TBD 8 PP02 STREET & STM P&P - SW 103RD AVE - NORTH SITE O , CITY OF POTENTIAL UNDERGROUND FACILITY OWNERS — - ATTN : TBD 9 PPO3 STREET & STM P&P - SW INEZ ST - SOUTH SITE Dig Safely. T: TBD 10 PP04 STREET & STM P&P - SW INEZ ST - NORTH SITE PUBLIC FACILITY IMPROVEMENT Call the Oregon One-Call Center 11 PP05 WTR & SAN P&P - SW 103RD AVE - SOUTH SITE (PH) PERMIT NO.: DIAL 811 or 1-800-332-2344 E: TBD PFI - 1) 12 PP06 WTR & SAN P&P - SW 103RD AVE - NORTH SITE cn LAND USE NO.: EMERGENCY TELEPHONE NUMBERS 13 PP07 WTR & SAN P&P - SW INEZ ST SOUTH SITE c, Z - a 14 PP08 WTR & SAN P&P - SW INEZ ST - NORTH SITE SITE WORKS PERMIT NO.: NW NATURAL GAS DATA/TELE/COMM 15 DT01 GRADING DETAILS - CURB RETURNS 0 - 1 M-F 7am-6pm 503-226-4211 Ext.4313 0 BUILDING PERMIT NO.: o AFTER HOURS 503-226-4211 TBD 16 DT02 GRADING DETAILS - SOUTH SITE -PGEN CEN 503-464-7777 ATTN : TBD 17 DT03 GRADING DETAILS - SOUTH SITE CC CENTURYLINK 1-800-573-1311 O — CITY BUREAU OF MAINTENANCE 503-823-1700 T: TBD 18 DT04 GRADING DETAILS - NORTH SITE LL COVER SHEET p CITY WATER 503-823-4874 VERIZON 1-800-483-1000 E: TBD 19 DT05 STANDARD DETAILS I— N 1 20 DT06 STANDARD DETAILS CO1 21 ESCO1 EROSION AND SEDIMENT CONTROL PLAN Z cLi 1 OF 21 CML NOTES z 01.0 GENERAL 11. PRIOR TO ANY STREET WORK, THE CONTRACTOR MUST SUBMIT A 12.0 CONSTRUCTION OBSERVATION, INSPECTION AND TESTING 0 23. THE NATIVE SUBGRADE SURFACE SHALL BE APPROVED BEFORE 02.0 CLEARING AND GRUBBING TRAFFIC PLAN TO THE CITY TO REVIEW AND APPROVE. NO STREET a_ 1. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE SCARIFYING OR PLACING ANY FILL OR BASE ROCK BY THE SOILS WORK AFFECTING LANES OF TRAFFIC SHALL BEGIN PRIOR TO SUCH 12.1 GENERAL z � DRAWINGS GOVERN OVER THE GENERAL NOTES TO THE EXTENT ENGINEER. THE UPPER 8 INCHES OF NATIVE SUBGRADE IS TO BE 1. ALL CONSTRUCTION AND MATERIALS WITHIN THE PUBLIC APPROVAL. O o SHOWN. SCARIFIED, DRIED AND RECOMPACTED TO 90% MAXIMUM DRY RIGHT-OF-WAY SHALL CONFORM TO THESE PLANS AND THE 1. CONTRACTOR TO REQUEST AND SCHEDULE ALL INSPECTIONS IN THE (r) 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DENSITY PER ASTM D698. PLACE GEOTEXTILE FABRIC (MIRAFI 500X, APPLICABLE REQUIREMENTS OF CITY OF TIGARD, STATE OF OREGON 07.0 PUBLIC STORM DRAIN RIGHT-OF-WAY THRU THE CITY'S ONLINE PERMIT SOFTWARE. w DRAWINGS AND IN FIELD. NOTIFY OWNER'S REPRESENTATIVE OF ANY PROPEX GEOTEX 200ST, CONTECH C200 OR EQUAL) BELOW ALL AND FEDERAL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT 2. INDEPENDENT TESTING LAB TO BE RETAINED BY OWNER TO PROVIDE cL DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. VEHICULAR PAVEMENT. FOR WET WEATHER CONSTRUCTION (AS PRACTICES. 1. ALL STORM SEWER SYSTEM FITTINGS, EQUIPMENT AND MATERIAL INSPECTIONS AND SPECIAL INSPECTIONS AS DESCRIBED HEREIN. 3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO PROVIDE FOR ALL DETERMINED BY THE GEOTECHNICAL ENGINEER)A WORKING 2. NOTIFY ARCHITECT 2 BUSINESS DAYS BEFORE COMMENCING WORK. SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD 3. CONTRACTOR IS RESPONSIBLE TO COORDINATE AND PROVIDE ON NECESSARY TRAFFIC CONTROL PLANS, TEMPORARY SHORING AND BLANKET OF PIT RUN OR CRUSHED ROCK IS TO BE LAID OVER 3. CONTRACTOR SHALL REMOVE ALL TREES, SHRUBS, RUBBISH, AND PUBLIC WORKS DEPARTMENT. SITE ACCESS TO ALL REQUIRED INSPECTIONS AND NOTIFY OTHER INCIDENTAL WORK NEEDED FOR THE COMPLETION OF THE GEOTEXTILE FABRIC. ON-SITE COMPACTION TESTS AND DEFLECTION MAN-MADE STRUCTURES INCLUDING BUT NOT LIMITED TO CONCRETE 2. PROVIDE A 7-INCH CURB EXPOSURE AT ALL CATCH BASIN LOCATIONS. GEOTECHNICAL ENGINEER AND TESTING LABS IN TIME TO MAKE SUCH w WORK. TEST(S) PERFORMED WITH A 50,000 LB. VEHICLE MUST BE PERFORMED SLABS, WALLS, VAULTS, FOOTINGS, ASPHALTIC PAVED SURFACES, 3. HIGH DENSITY POLYETHYLENE STORM DRAIN PIPE SHALL MEET THE INSPECTIONS AND ALL NECESSARY REINSPECTIONS. o 4. WHERE REFERENCE IS MADE TO IBC, ASTM, AISC, ACI OR OTHER AND WITNESSED BY THE GEOTECHNICAL ENGINEER. NO DEFLECTION GRAVELED AREAS, SHED OR OTHER FREE-STANDING BUILDINGS REQUIREMENTS OF ASTM D 3350 OR ASTM 1248, TYPE III, CLASS C, 4. CONTRACTOR: DO NOT COVER WORK REQUIRED TO BE INSPECTED STANDARDS, THE LATEST ISSUE AT THE BUILDING PERMIT DATE SHALL IS ALLOWED AND ALL BUILDING AND PAVEMENT AREAS MUST BE (CONSTRUCTED OF WOOD, CONCRETE, METAL, ETC.) FOUNDATIONS, CATEGORY 4, GRADE P33. 4 INCH TO 10 INCH PIPE SHALL MEET OR REINSPECTED PRIOR TO INSPECTION BEING MADE. IF WORK IS APPLY. PROOF-ROLLED. DURING WET WEATHER CONSTRUCTION (AS FENCES, RAILINGS, MACHINERY, ETC. WITHIN THE CLEARING LIMITS. AASHTO M252 TYPE S; 12 INCH TO 36 INCH PIPE SHALL MEET AASHTO COVERED, UNCOVER AS NECESSARY. oz 5. ALL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH THE DETERMINED BY THE SOILS ENGINEER), PROVIDE THE PROOF-ROLL THE ITEMS LISTED ABOVE SHALL BE DISPOSED OF OFF-SITE. IT SHALL M294 TYPE S; 42 INCH TO 48 INCH SHALL MEET AASHTO MP6-95, TYPE 5. INSPECTORS SHALL PROMPTLY NOTIFY THE CONTRACTOR PRIOR TO PROJECT SPECIFICATIONS, THE "INTERNATIONAL BUILDING CODE" TEST OVER THE BASE ROCK SURFACES PRIOR TO PLACEMENT OF ANY BE THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE NUMBER S; AND 54 INCH TO 60 INCH SHALL MEET AASHTO M294, TYPE S. ALL LEAVING THE SITE AND OWNER'S REPRESENTATIVE OF DESIGNED BY: RTN (IBC), THE INTERNATIONAL PLUMBING CODE (IPC)AND THE PAVEMENT. AND TYPE OF STRUCTURES TO BE REMOVED. CONTRACTOR SHALL JOINTS SHALL BE WATERTIGHT PER ASTM D3212. INSTALLATION SHALL SUBSTANDARD WORK AND PROVIDE A COPY OF ALL REPORTS TO THE DRAWN BY: RTN PROVISIONS OF "STANDARD SPECIFICATIONS FOR HIGHWAY 24. CRUSHED ROCK BASE MATERIAL AND PIPE ZONE MATERIAL SHALL BE OBTAIN ALL NECESSARY DEMOLITION AND WORK PERMITS. BE IN ACCORDANCE WITH ASTM D2321 WITH EXCEPTION THAT OWNER, ARCHITECT, ENGINEER, CONTRACTOR, AND BUILDING CHECKED BY: CJD CONSTRUCTION", 2018 EDITION, OREGON STATE HIGHWAY DIVISION CRUSHED ROCK CONFORMING TO OREGON DEPARTMENT OF 4. ALL BURIED STRUCTURES (I.E. TANKS, LEACH LINES, DRAIN TILE, AND MINIMUM COVER IN TRAFFIC AREAS SHALL BE 24 INCHES. OFFICIAL. (OSHD), AS AMENDED BY ALL OTHER STATE AND LOCAL CODES, TRANSPORTATION (ODOT) SECTION 00640 AND 00641 AND BE PIPES) NOT DESIGNATED TO REMAIN ON THE SITE, SHALL BE 4. PVC STORM DRAIN PIPE SHALL BE ASTM D3034, SDR-35. COMPATIBLE 6. CONTRACTOR TO NOTIFY CIVIL ENGINEER WHEN UTILITY WORK _ �Q PROF S JURISDICTIONS, PERMITS, AND BUILDING REQUIREMENTS THAT APPLY. COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED IN REMOVED AND THE RESULTING EXCAVATIONS SHALL BE PROPERLY ASTM D3034 FITTINGS MUST BE USED WITH ASTM D3034 PIPE. ALL BEGINS AND FOR OBSERVATION OF BASE ROCK PRIOR TO PLACING c,� F THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE CONSTRUCTION ACCORDANCE WITH ASTM D1557. INSPECTED, BACKFILLED AND COMPACTED PRIOR TO ANY GRADING ASTM D3034 PIPE USED MUST BE OF WATER-TIGHT JOINTS TESTED FINISH CURBS OR PAVEMENTS. �� G I N F'�. `1,0� PERMITS AND SUBMIT TRAFFIC CONTROL PLANS PRIOR TO 25. 3/4" - 0" CRUSHED ROCK PIPE ZONE AND BACKFILL MATERIAL IS OR FILLING OPERATIONS. THIS IS TO INCLUDE STUMPS AND FOR ROUNDNESS AFTER BACKFILL. PROVIDE PRESSURE TEST AND TV v�80058PE .,, 9 PROCEEDING WITH WORK. REQUIRED FOR ALL UTILITY LINES, CONDUITS AND LEVELING ROOTBALLS OF TREES TO BE REMOVED FROM THE SITE. NOTIFY CITY VIDEO TAPE IF SO REQUIRED BY THE CITY. 12.2 SPECIAL INSPECTIONS PRELIMINARY 6. EXISTING UTILITIES, SITE AND TOPOGRAPHIC INFORMATION SHOWN COURSES. REFER TO THE TYPICAL UTILITY CONDUIT TRENCH AND FOR INSPECTIONS AS REQUIRED. 5. REINFORCED CONCRETE STORM DRAIN PIPE AND FITTINGS SHALL HEREON ARE BASED ON RECORD DRAWINGS PROVIDED BY OR MADE PAVEMENT DETAILS. 5. THE AREA OF THE SITE DESIGNATED ON THE PLAN TO BE REGRADED CONFORM TO THE REQUIREMENTS OF ASTM C76, CLASS V. PROVIDE 1. REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN 8-26-2025 AVAILABLE BY THE OWNER. THE CONTRACTOR IS REQUIRED TO FIELD 26. ASPHALTIC CONCRETE (A.C.) PAVEMENT SHALL BE A LEVEL 3 HMAC OR PAVED SHALL BE STRIPPED TO REMOVE ALL ORGANIC MATERIAL WATER TIGHT JOINTS USING RUBBER RING GASKETS. INDEPENDENT SPECIAL INSPECTOR PER SECTION 1701 OF THE j �GHF 7 2��r \c�`i VERIFY THE LOCATION OF EXISTING FEATURES AND UTILITIES PRIOR SUPER PAVE WITH AN ASPHALT CONTENT PER OREGON DOT DOWN TO FIRM SUBGRADE.THE CONTRACTOR SHALL BE RESPONSIBLE 6. STORM DRAIN LINES SHALL BE LAID IN A STRAIGHT ALIGNMENT AND INTERNATIONAL BUILDING CODE (IBC) FOR THE FOLLOWING: S �, pEs�� TO CONSTRUCTION, AND SHALL ARRANGE FOR THE RELOCATION OF CLASSIFICATION AND APPROVED JMFM FOR ALL LIFTS. PAVEMENT FOR PROTECTING SUBGRADE SOILS FROM OVERWORKING AND UNIFORM GRADE BETWEEN MANHOLES OR OTHER JUNCTION ANY IN CONFLICT WITH THE PROPOSED WORK. MINOR ADJUSTMENTS SHALL BE PLACED ONLY ON DRY, CLEAN AND PROPERLY PREPARED PROVIDE REPAIR TO DAMAGED SUBGRADE AT NO ADDITIONAL COST STRUCTURES. CONTROL STAKES ARE REQUIRED FOR LOCATING NEW A. SOILS: BASED ON FIELD CONDITIONS SHALL BE MADE BY THE CONTRACTOR SURFACES, AND WHEN CONDITIONS MEET THE SPECIFICATIONS AS TO THE OWNER. STORM DRAIN PIPE AND MUST BE PROVIDED BY A PROFESSIONAL I. FOUNDATION EXCAVATION TO BE OBSERVED BY OWNER'S RENEWS: 12 31 2025 AT NO ADDITIONAL COST TO THE OWNER. LOCAL COUNTY AND CITY SET FORTH IN THE MOST RECENT EDITION OF THE OREGON DOT 6. ALL UNSUITABLE MATERIAL (SOIL AND VEGETATION) REMOVED LAND SURVEYOR REGISTERED IN OREGON. THE SURVEYOR MUST GEOTECHNICAL ENGINEER FOR FIELD VERIFYING FOUNDATION RECORD DRAWINGS SHOULD BE REVIEWED BY THE CONTRACTOR FOR SPECIFICATIONS. ALL NEW PAVEMENT AREAS SHALL CONFORM TO DURING THE CLEARING AND GRUBBING OPERATIONS SHALL BE SUBMIT PROPOSED STAKING NOTES TO THE CITY ENGINEER'S OFFICE DRAINAGE AND DEWATERING RECOMMENDATIONS. v) THIS PURPOSE. THE EXISTENCE AND LOCATION OF EXISTING THE TYPICAL PAVEMENT SECTION DETAIL. ALL A.C. PAVEMENT TO BE REMOVED BY THE CONTRACTOR AND LEGALLY DISPOSED OF IN A PRIOR TO THE PRECONSTRUCTION CONFERENCE. II. NATIVE SUBGRADE SURFACE TO BE PROOF-ROLLED AND W FEATURES ARE NOT GUARANTEED. ADDITIONAL UNDERGROUND COMPACTED TO 91% OF MAXIMUM DENSITY PER ASTM D2041 FOR SUITABLE LOCATION. 7. ALL NEW STORM SEWER PIPES AND MANHOLES MUST BE OBSERVED BY THE OWNER'S GEOTECHNICAL ENGINEER OR HIS w Z o UTILITIES MAY EXIST. THE ENGINEER ASSUMES NO RESPONSIBILITY FIRST LIFTS LESS THAN 3-INCHES AND 92% COMPACTION SHALL BE 7. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 THOROUGHLY CLEANED AND PRESSURE TESTED AS REQUIRED BY REPRESENTATIVE PRIOR TO PLACEMENT OF ALL FILL OR BASE a ~ M F (!� FOR THE ACCURACY OR COMPLETENESS OF INFORMATION OBTAINED REQUIRED FOR SUBSEQUENT LIFTS. TO 757.571 INCLUDING NOTIFICATION OF ALL OWNERS OF THE CITY. ALL TESTS MUST BE WITNESSED AND PASSED BY THE CITY ROCK MATERIALS UNDER OR WITHIN 5 FEET OF ALL PAVEMENT AND a w M FROM RECORD DRAWINGS OR INFORMATION PROVIDED BY OTHERS, 27. PERVIOUS ASPHALTIC CONCRETE PAVEMENT SHALL HAVE UNDERGROUND FACILITIES AT USA LOCATES (681-7044), AT LEAST 48 PRIOR TO PLACING INTO OPERATION. ALL PIPE USED MUST BE OF BUILDING AREAS. DURING WET WEATHER CONSTRUCTION WHEN (-7 M 7 IMPLIED OR OTHERWISE. AGGREGATE AND ASPHALTIC MATERIALS IN ACCORDANCE WITH BUSINESS HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE WATER-TIGHT JOINTS. PROOF-ROLL OF NATIVE SUBGRADE MAY NOT BE APPROPRIATE (AS o 'c 7. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW APPLICABLE STATE OF OREGON DOT SPECIFICATIONS FOR AN OPEN COMMENCING AN EXCAVATION. 8. ALL CONNECTIONS TO EXISTING STORM SEWER MAINS REQUIRE DETERMINED BY GEOTECHNICAL ENGINEER), PROVIDE • o k RULES ADOPTED BY OREGON UTILITY NOTIFICATION CENTER. THOSE GRADED, 12.5MM GRADED MIX. PROVIDE 5.5% TO 5.7% ASPHALT 8. ALL EMBANKMENTS REQUIRED SHALL BE STRUCTURAL FILL MEETING ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY PROOF-ROLL OF ALL BASE ROCK SURFACES PRIOR TO PLACEMENT �i aa.. w RULES ARE SET FORTH BY OAR 952-001-0010 THROUGH OAR CONTENT. EMULSIFIED RUBBER JOINT SEALANT. THE REQUIREMENTS AND SPECIFICATIONS OF IBC CHAPTER 18. PRIOR TO BACKFILLING. OF ANY FINISH PAVEMENTS. E- Z O 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE 28. ALL JOINTS BETWEEN A.0 AND CONCRETE STRUCTURES MUST BE 9. ALL EXCESS MATERIAL NOT UTILIZED ON-SITE SHALL BE LEGALLY 9. ALL OTHER CONSTRUCTION PRACTICES (RELATING TO STORM SEWER) III. DURING THE PLACEMENT OF ALL FILL, INCLUDING TRENCH U CENTER BY CALLING (503) 232-1987. IF YOU HAVE ANY QUESTIONS TACKED WITH BITUMASTIC. NO EXCEPTIONS ALLOWED. DISPOSED OF BY THE CONTRACTOR. WITHIN THE CITY'S PUBLIC RIGHT-OF-WAY, NOT COVERED IN THESE BACKFILL AND BASE BELOW PAVEMENTS AND BUILDINGS, o ABOUT THE RULES, YOU MAY CONTACT THE CALL CENTER. YOU MUST 29. ALL PORTLAND CEMENT CONCRETE PAVEMENT SHALL HAVE A 28 DAY 10. TREES NOT DESIGNATED TO BE REMOVED BY THE ARCHITECT SHALL "GENERAL REQUIREMENTS' AND/OR"CONSTRUCTION DETAILS" GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE TO VERIFY L NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE MINIMUM ULTIMATE STRENGTH OF 4000 PSI. PROVIDE A MINIMUM OF BE PROTECTED AT ALL TIMES. SECTIONS, MUST COMPLY WITH THE RULES AND REGULATIONS FOUND THAT MINIMUM COMPACTION REQUIREMENTS ARE MET. PROVIDE (-7; THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. (4) TEST CYLINDERS IN ACCORDANCE WITH CURRENT IBC AT EACH 11. SAWCUT STRAIGHT LINES TO MATCH EXISTING PAVEMENT WITH THE IN THE MOST RECENT EDITION(S) OF THE AMERICAN PUBLIC WORKS TEST FOR EACH 40 CUBIC YARDS PLACED. 0 CALL (800) 332-2344. POUR. NEW PAVEMENT. ASSOCIATION STANDARD SPECIFICATIONS FOR PUBLIC WORKS IV. GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE TO OBSERVE 8. CONTRACTOR SHALL CAREFULLY MAINTAIN BENCHMARKS, PROPERTY A. MINIMUM MIX REQUIREMENTS: 12. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONSTRUCTION. ALL PROOF ROLLS. oa o CORNERS, MONUMENTS, AND OTHER REFERENCE POINTS. IF SUCH I. CEMENT CONTENT PER YARD: 5 SACKS. CONTROL ALONG THE EXISTING ROADS AS REQUIRED BY THE CITY OF vp -o POINTS ARE DISTURBED OR DESTROYED BY CONSTRUCTION II. MAXIMUM WATER/CEMENT RATIO: 0.45. FLY ASH MEETING ASTM TIGARD. CONTACT: HARDMAN GEOTECHNICAL SERVICES, INC. c H ACTIVITIES, THE CONTRACTOR SHALL PAY FOR THEIR REPLACEMENT C618 AND WITH LOSS ON IGNITION LESS THAN 3% MAY BE ADDED SCOTT HARDMAN, P.E., G.E. BY EMPLOYING A PROFESSIONAL LAND SURVEYOR TO RESET TO THE CEMENT, BUT NOT MORE THAN 15% BY WEIGHT. 04.0 PUBLIC STREET 10110 SW NIMBUS AVE, STE B-5 PROPERTY CORNERS AND OTHER SUCH MONUMENTS. III. SLUMP: 3 INCH TO 4 INCH. DEVIATING FROM DESIGN SLUMP +1/2 PORTLAND, OR 97223o 9. CONTRACTOR TO COORDINATE AND PROVIDE INSTALLATION AS INCH TO -1 INCH. WHEN CONCRETE IS TO BE PUMPED, ADD 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE CURRENT (503) 530-8076 °' NECESSARY OF ALL PUBLIC AND PRIVATE UTILITIES FOR THIS PLASTICIZERS MEETING ASTM C494 AND PROVIDE A NEW MIX REQUIREMENTS OF CITY OF TIGARD "CONSTRUCTION STANDARDS o PROJECT INCLUDING WATER SERVICE, SANITARY SEWER SERVICE, DESIGN. DO NOT ADD WATER. FOR PUBLIC WORKS FACILITIES", AND THE MOST CURRENT EDITION OF B. PAVEMENTS: Z � STORM DRAIN, ELECTRIC POWER, COMMUNICATIONS, CABLE TV, IV. ADMIX: PROVIDE WATER REDUCING ADMIX (MASTER BUILDERS)AND THE OREGON CHAPTER APWA SPECIFICATIONS. I. VERIFY COMPACTION OF ASPHALT PAVEMENTS. NATURAL GAS, STREET LIGHTS, ETC. REDUCE WATER USED BY 10% MINIMUM FOR ALL SLABS. 2. CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF TIGARD II. VERIFY ULTIMATE STRENGTH, REINFORCEMENT SIZE, PLACEMENT O w 10. CONTRACTOR TO MAINTAIN ONE COMPLETE SET OF APPROVED V. AIR ENTRAINMENT: PER ACI 301 AND 306 AT ALL EXTERIOR SLABS 24 HOURS BEFORE STARTING CONSTRUCTION OR RESUMING WORK AND GRADE OF CONCRETE PAVEMENTS. Q DRAWINGS ON SITE FOR THE SOLE PURPOSE OF CONTRACTOR AND FLAT WORK, 5.5% AIR MINIMUM. AFTER SHUTDOWNS, EXCEPT FOR NORMAL RESUMPTION OF WORK C. STORM DRAIN AND SANITARY PIPE: (/� co RECORDING AS-BUILT INSTALLATION OF IMPROVEMENTS. SUBMIT VI.ALL ADMIXTURES TO BE COMPATIBLE FROM SAME MANUFACTURER. FOLLOWING SATURDAYS, SUNDAYS, OR HOLIDAYS. CONTRACTOR I. CONTRACTOR TO PROVIDE HYDROSTATIC OR AIR TESTING OF ALL - 13 N d AS-BUILT PLANS TO OWNER. B. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. SHALL ASSIST THE ENGINEER IN PREPARING AS-BUILT DRAWINGS. PIPES, JOINTS, MANHOLES, ETC. AS REQUIRED BY LOCAL AND CIN • 11. ALL CONSTRUCTION ACTIVITY SHALL BE DONE IN A SAFE AND NEAT C. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE 3. MARK ALL UTILITIES ON CURB WITH AN "S", "SD", AND "W" FOR STATE JURISDICTIONS. 0 N. N MANNER AND UNDER OBSERVATION BY CITY FORCES. EMBEDDED IN STRUCTURAL CONCRETE UNLESS EFFECTIVELY SANITARY SEWER, STORM DRAIN AND WATER LATERALS. II. OBSERVE DEFLECTION TEST PERFORMED BY CONTRACTOR FOR 0 1- a) N 12. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING COATED. 4. CONTROL STAKES ARE REQUIRED FOR ALL CURB LINES AND STREET ALL FLEXIBLE STORM AND SANITARY PIPE. DEFLECTION TEST TOCa CC ci WITH ALL CONSTRUCTION SAFETY, HEALTH AND OTHER RULES AND D. PROVIDE CONTROL JOINTS IN ALL SLABS ON GRADE AS SHOWN ON CENTERLINES FOR CONSTRUCTION, AND MUST BE PROVIDED BY A BE IN ACCORDANCE WITH OREGON CHAPTER APWA 303.9. Cl) 0 REGULATIONS FROM OSHA, DEQ, STATE, AND LOCAL REGULATING PLANS. IN AREAS WHERE JOINTS ARE NOT SHOWN, INSTALL IN SURVEYOR LICENSED IN THE STATE OF OREGON. = 00 Q AGENCIES FOR SAFETY AND INSTALLATION OF THE WORK INCLUDING SQUARE PATTERN AT 15' ON CENTER EACH WAY MAXIMUM. INSTALL 5. SUB-BASE SHALL BE APPROVED BY THE CITY BEFORE PLACING THE Cl) 0 BUT NOT LIMITED TO SHORING, BRACING, ERECTION/ INSTALLATION, JOINTS AT ALL RE-ENTRANT CORNERS. BASE ROCK, BY CONDUCTING ON-SITE COMPACTION TESTS AS Q a FALL PROTECTION, GUARDRAILS, ETC. E. PROVIDE 1/4" PREMOLDED EXPANSION JOINT MATERIAL BETWEEN DEEMED NECESSARY BY THE CITY AND AS REQUIRED BY THE Q r 0 S' 13. ALL TRENCH LINES AND EXCAVATIONS SHALL BE PROPERLY SHORED SLABS AND WALLS THAT ARE NOT DOWELED TOGETHER, AND SPECIFICATIONS. ojf ~AND BRACED TO PREVENT CAVING. UNUSUALLY DEEP EXCAVATIONS AROUND COLUMNS THAT DO NOT HAVE SLAB BLOCKOUTS. 6. THE SUBGRADE SHALL BE APPROVED BEFORE PLACING THE ASPHALT CC p o MAY REQUIRE EXTRA SHORING AND BRACING. ALL SHEETING, 31. ON-SITE HANDICAP/DISABILITY ACCESS ROUTES SHALL COMPLY WITH BY CONDUCTING ON-SITE COMPACTION TESTS AS DEEMED Q M c.LO SHORING, AND BRACING OF TRENCHES SHALL CONFORM TO OREGON THE AMERICANS WITH DISABILITIES ACT (ADA), STATE AND LOCAL NECESSARY BY THE CITY AND AS REQUIRED BY THE SPECIFICATIONS. 4 OCCUPATIONAL SAFETY AND HEALTH DIVISION (OSHA) REGULATIONS REGULATIONS. NOTIFY ARCHITECT AND ENGINEER PRIOR TO ALSO, A DEFLECTION TEST(S) PERFORMED WITH A 10 YARD LOADED LI r o AND THE CITY OR COUNTY STANDARD CONSTRUCTION INSTALLING FINISH PAVEMENT IN CONFLICT WITH ADA REQUIREMENTS. DUMP TRUCK WILL BE REQUIRED. THIS TEST MUST BE WITNESSED BY J SPECIFICATIONS. CONTRACTOR TO VERIFY GRADING OF ADA PATHS OF TRAVEL AND THE CITY AND SOILS ENGINEER. NO DEFLECTION IS ALLOWED AND (Ni 14. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO PARKING STALLS AND CONTACT ENGINEER OF RECORD FOR ADDITION ALL STREETS MUST BE TESTED. v �I CONSTRUCTION OF CURBS, RETAINING WALLS, OR PAVEMENT. WORK IF EXISTING GRADING IS FOUND NOT TO MEET CODE 7. COMPACTION TESTS OF AGGREGATE BASE MUST BE IN ACCORDANCE o 15. ALL WATER AND SEWERAGE APPURTENANCES SHALL CONFORM TO REQUIREMENTS. IN GENERAL: WITH ASSHTO, METHOD T-180 AND ACHIEVE A RELATIVE DENSITY OF co APWA, OREGON CHAPTER, "STANDARDS SPECIFICATIONS FOR PUBLIC A. MAXIMUM CROSS SLOPE OF ANY PAVEMENT PERPENDICULAR TO 95%. OVER-EXCAVATION AND GEOTEXTILE FABRIC (MIRAFI 500X OR `y WORKS CONSTRUCTION"; THE APPROVED CONSTRUCTION DRAWINGS; DIRECTION OF TRAVEL IS 2.0%. PRE-APPROVED EQUAL) WILL BE REQUIRED IF THE SUBGRADE IS SOFT co AND CITY OF TIGARD REQUIREMENTS. B. MAXIMUM SLOPE OF WALKWAYS IN DIRECTION OF TRAVEL IS 5.0%. OR UNSUITABLE OR NOTED ON THE PLANS. o 16. THE VERTICAL DATUM IS BASED UPON WASHINGTON COUNTY C. FOR RAMPS, THE MAXIMUM SLOPE IS 8.33% AND MAXIMUM RISE 8. ASPHALTIC CONCRETE (A.C.) PAVEMENT SHALL BE A LEVEL 2 HMAC 1 BENCHMARK#561, LOCATED AT THE NE CORNER OF HWY 99W AND BETWEEN LANDINGS IS 30 INCHES, HANDRAILS ARE REQUIRED SUPER PAVE WITH AN ASPHALT CONTENT PER OREGON DOT Ciirlikil o DURHAM ROAD. ELEVATION IS 190.99' (NGVD 29 DATUM). EACH SIDE OF ALL RAMPS WITH SLOPE GREATER THAN 5%. CLASSIFICATION AND APPRVED JMFM FOR ALL LIFTS. PAVEMENT I6 v 17. DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL D. MAXIMUM SLOPE OF CURB RAMPS AND WINGS OF CURB RAMPS SHALL BE PLACED ONLY ON DRY, CLEAN AND PROPERLY PREPARED MI r I SIMILAR CONDITIONS AND LOCATIONS. IS 8.33%. THE MAXIMUM LENGTH OF A CURB RAMP IS 6 FEET. SURFACES, AND WHEN CONDITIONS MEET THE SPECIFICATIONS AS o 18. DO NOT SCALE INFORMATION FROM DRAWINGS. E. PROVIDE FINISH PAVEMENT SURFACE TEXTURES IN ACCORDANCE SET FORTH IN THE MOST RECENT EDITION OF THE OREGON DOT 19. CONTRACTOR TO REMOVE FROM SITE EXCESS SOIL OR OTHER WITH ADA. CITY HAS ADOPTED ODOT ADA SPECS. SPECIFICATIONS. ALL NEW PAVEMENT AREAS SHALL CONFORM TO AV MATERIALS NOT REUSABLE FOR THIS PROJECT, AND COMPLY WITH F. STRAIGHT GRADE FINISH PAVEMENT AND TOP OF CURB THE TYPICAL PAVEMENT SECTION DETAIL. ALL A.C. PAVEMENT TO BE Z a) ALL RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. ELEVATIONS BETWEEN GIVEN ELEVATION POINTS. BLEND FINISH COMPACTED TO 91% OF MAXIMUM DENSITY PER ASTM D2041 FOR O • CITY OF 20. APPROPRIATE BENCHING OF FILLS IS REQUIRED FOR FILLS OVER 5 GRADES AT GRADE BREAKS. FIRST LIFTS LESS THAN 3-INCHES AND 92% COMPACTION SHALL BE o FEET IN HEIGHT ON SLOPES IN EXCESS OF 5 HORIZONTAL TO 1 32. PAVEMENT MARKINGS ON AC PAVEMENT SHALL BE MPI #32 ALKYD REQUIRED FOR SUBSEQUENT LIFTS. Tigar o VERTICAL. THE GEOTECHNICAL ENGINEER SHALL INSPECT BENCHES PAINT. INSTALL PER MANUFACTURERS RECOMMENDATIONS. VERIFY 9. ALL JOINTS BETWEEN A.0 AND CONCRETE STRUCTURES MUST BE PRIOR TO FILL PLACEMENT. PAINT LOCATIONS, COLORS AND STENCILS WITH ARCHITECT. TACKED WITH BITUMASTIC. NO EXCEPTIONS ALLOWED. 0 a 21. CUT AND FILL SLOPES SHALL BE PROTECTED FROM EROSION. SUCH 33. ADA STALL PAVEMENT STENCILS SHALL BE THERMOPLASTIC STENCIL 10. ALL REQUIRED UTILITIES (SANITARY SEWER, STORM SEWER, WATER = PUBLIC FACILITY IMPROVEMENT Q CONTROL MAY CONSIST OF APPROPRIATE REVEGETATION OR OTHER INSTALLED PER MANUFACTURES RECOMMENDATIONS. LINES, POWER, TELEPHONE, GAS, STREET LIGHTS, ETC.) SHALL BE cc (PH) PERMIT NO.: o ACCEPTABLE MEANS AND METHODS. EROSION CONTROL MEASURES IN-PLACE AND THEIR LOCATIONS ACCURATELY LOCATED BY THE • PFI - SHALL BE IN PLACE PRIOR TO EARTHWORK OR SITE STRIPPING. GENERAL CONTRACTOR ON "AS-BUILT" DRAWINGS. A FINAL 22. MATERIAL IN SOFT SPOTS WITHIN 5 FEET OF RIGHT-OF-WAYS, INSPECTION BY CITY STAFF WILL BE REQUIRED TO VERIFY UTILITY �/� LAND USE NO.: -Q PAVEMENTS OR BUILDINGS SHALL BE REMOVED TO THE DEPTH CONDITION; AND IF DEFICIENCIES ON ANY OF THEM ARE NOTED, THEY V� - - REQUIRED TO PROVIDE A FIRM SUBGRADE AND SHALL BE REPLACED MUST BE CORRECTED PRIOR TO PAVING. SITE WORKS PERMIT NO.: WITH 1-1/2"-0" CRUSHED ROCK COMPACTED TO 95% PER ASTM D1557. O - x 1 C) BUILDING PERMIT NO.: co co CC N co O LL NOTES 0 o o CO2 c,..: N z 2 OF 21 CML ABBREVIATIONS ABBR ABBREVIATION H.P. HIGH POINT AC ASPHALT CONCRETE HT HEIGHT AD AREA DRAIN IE INVERT ELEVATION o ADA AMERICANS WITH DISABILITIES ACT INFO INFORMATION ALT ALTERNATE INT INTERIOR Cl) APPX APPROXIMATELY JT JOINT z w ARCH ARCHITECTURAL L LENGTH o ARV AIR RELIEF VALVE LBS POUNDS BCR BEGIN CURB RETURN LF LINEAR FEET LU BF BACKFLOW LIN LINEAR BLDG BUILDING LT LEFT BOT BOTTOM MANUF MANUFACTURER BOW BOTTOM OF WALL MAX MAXIMUM BS BACK OF SIDEWALK MECH MECHANICAL Lu BTWN BETWEEN M.E.P. MECHANICAL, ELECTRICAL & PLUMBING o BPZ BACK OF PEDESTRIAN ZONE M.J. MECHANICAL JOINT B-W-V BACKWATER VALVE MH MANHOLE CB CATCH BASIN MIN MINIMUM o C.I. CAST IRON N NEW DESIGNED BY: RTN CJ CONTROL JOINT N.S. NON SHRINK DRAWN BY: RTN CL or C/L CENTER LINE N.T.S. NOT TO SCALE CHECKED BY: CJD CLR CLEAR D.C. ON CENTER CO CLEANOUT O.W.S. OIL WATER SEPARATOR CONC CONCRETE PL or P/L PROPERTY LINE D PROF CONT CONTINUOUS P.C. POINT OF CURVATURE �5%� , N F,FSJj0 COP CITY OF PORTLAND P.C.C. POINT OF COUNTER CURVATURE �� , CRWN CROWN (OF ROADWAY) PERF PERFORATED 80058PE CULV CULVERT PLYWD PLYWOOD PRELIMINARY DBL DOUBLE P.P. PRIMARY POWER/POWER POLE 8-26-2025 DC DOUBLE CHECK PROP PROPOSED � � �.- DCDA DOUBLE CHECK DETECTOR ASSEMBLY PSF POUNDS-PER-SQUARE-FOOT /S,V NF 7� 20 �� DET DETAIL P.T. POINT OF TANGENCY ✓, pES�P D.I. DUCTILE IRON PVC POLYVINYL-CHLORIDE DIA or 0 DIAMETER P.U.E. PUBLIC UTILITY EASEMENT RENEWS: 12-31-2025 DIM DIMENSION P.W. PUBLIC WORKS DOM DOMESTIC R or RAD RADIUS DWG DRAWING R.D. ROOF DRAIN w DS DOWNSPOUT REINF REINFORCEMENT/REINFORCING LI DW DRY WELL REQ'D REQUIRED W z o D/W DRIVEWAY REHAB REHABILITATION EA EACH R.P. RADIUS POINT =I1 w 4- EG EXISTING GRADE T RIGHT � H EJ EXPANSION JOINTR/W or ROW RIGHT-OF-WAY EL or ELEV ELEVATION S SLOPE o k SAN or S.S. SANITARY SEWER ELEC ELECTRIC z a w EMBED EMBEDMENT SCHED SCHEDULE o EOP EDGE OF PAVEMENT SED SEDIMENTATION uo E.O.R. ENGINEER OF RECORD SHT SHEET EQ EQUAL SIM SIMILAR . c ER END RETURN SPECS SPECIFICATIONS SQ SQUARE °' EW EACHESC ION WAY STA SEDIMENT CONTROL STA STATION :14: i STD STANDARD � EX or EXIST EXISTING EXT EXTERIORct STM STORM SEWER �� FDC FIRE DEPARTMENT CONNECTION STIFF STIFFENER , E. FNDN FOUNDATION STL STEEL Q FF FINISH FLOOR STRUCT STRUCTURAL � SW SIDEWALK FG FINISH GRADE TC TOP OF CURB FIN FINISH HYDRANTFH FIRE TELE TELEPHONE N FL FLOW LINE T.O.F. TOP OF FOOTING Z N FLG FLANGE T.O.S. TOP OF SLAB O Lli co FLR FLOOR T.O.W. TOP OF WALL FP FINISH PAVEMENT TYP TYPICAL a FPZ FACE OF PEDESTRIAN ZONE U.E. UNDERGROUND ELECTRICAL Cl) FC FACE OF CURB U.O.N. UNLESS OTHERWISE NOTED — N a CI FIG FOOTING U.P. UNDERGROUND POWER M Ny o GA GAGE or GAUGE U.R.M. UNREINFORCED MASONRY 0 N. ci GALV GALVANIZED U.T. UNDERGROUND TELEPHONE 0 r o GB GRADE BREAK V.B. VALVE BOX C OC c.) VERT VERTICAL Cl) 0 GRN GROUND WTR WATER M p GS GROUND SHOT W.J. WET JOINT GSP GALVANIZED STEEL PIPE W.M. WATER METER Q GUT GUTTER W.Q. WATER QUALITY 0 r CD o G.V. GATE VALVE WV WATER VALVE °es H col HDPE HIGH-DENSITY-POLYETHYLENE W/ WITH CC CD o HORIZ HORIZONTAL W/O WITHOUT QCI \J �1� 0 LI o0 T , ,O Q 0 O 0 N J ,1 I PROPOSED LEGEND � � r (-7 . i. i STREET TREE AND TREE WELL WTR WATER PIPE EXISTING CONDITIONS LEGEND �:` 1.1 A IIF (I; 41 WATER BEND CONCRETE SIDEWALK& SCORING Z X' EXISTING BUSH/SHRUB © EXISTING SANITARY MANHOLE ® -a X WATER VALVE O • CITY OF EXISTING DECIDUOUS TREE XSAN EXISTING SANITARY LINE �� TREE PROTECTION FENCE WM WATER METER ,,,, o gar EXISTING CONIFEROUS TREE xG EXISTING GAS LINE X TREE REMOVAL FIRE HYDRANT i OH OVERHEAD ELECTRICAL LINE V a EXISTING POWER POLE x EXISTING FENCE x ORANGE CONSTRUCTION FENCE E UNDERGROUND ELECTRICAL LINE M PUBLIC FACILITY IMPROVEMENT o SEDIMENT CONTROL WATTLES (PH) PERMIT NO.: o - vnu - EXISTING OVERHEAD FOUND MONUMENTS pWR UNDERGROUND ELECTRICAL POWERJo ELECTRICAL LINE CURB & GUTTER CONDUIT(S) OWNED BY XXXX PFI - LOCAL BENCHMARK ESTABLISHED SAN SANITARY SEWER PIPE C] JUNCTION BOX -Q xE— EXISTING UNDERGROUND �/� LAND USE NO.: EXISTING GRAVEL SANITARY SEWER MANHOLE STREET LIGHTING CONDUIT Z - a ELECTRICAL LINE C� STL o SANITARY SEWER CLEANOUT ccp POWER POLE SITE WORKS PERMIT NO.:EXISTING FIRE HYDRANT EXISTING CONCRETE z STM STORM PIPE - ® EXISTING VAULT ' STREET LIGHT ❑w EXISTING WATER METER EXISTING ASPHALT ® STORM CATCH BASIN U BUILDING PERMIT NO.: o wv EXISTING WETLAND (�� O T3 LED COBRAHEAD STREET LIGHT POLE - N D4 EXISTING WATER VALVE �� STORM MANHOLE XWTR EXISTING WATER LINE 100 - EXISTING MAJOR CONTOUR o STORM CLEANOUT -0- SIGNS a 0 LEGENDS AND G GAS LINE ® EXISTING STORM CATCH BASIN 99 EXISTING MINOR CONTOUR 100 PROPOSED MAJOR CONTOUR LL ABBREVIATIONS Q_ CI GAS METER o XSTM- EXISTING STORM LINE 99 PROPOSED MINOR CONTOUR N o CO3 z cLi 3 OF 21 /'�369,-}- EX STM MH EX STM MH 1 �I RIM: 369.81 NOTES: IE IN: 366.94 (12"S) LEGEND RIM: 369.98 S 1. PUBUC UTILITIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE MARKINGS PROVIDED PER UTILITY I � IE OUT: 366.16 (12"W) LOCATE TICKET NUMBERS 23352954 23352958 AND 25133015. PRIVATE UTILITIES WITHIN TAX LOT 900 OF THIS IE IN: 366.08 (12"E) 1 I I' II SUREY ARE PER PRIVATE LOCATING SERVICES. THE SURVEYOR MAKES NO GUARANTEE THAT THE DECIDUOUS TREE 0 RIGHT-OF-WAY LINE - - - - IE IN: 365.03 (15"S) II O I ! TAX LOT 1000 UNDERGROUND LOCATES REPRESENT THE ONLY UTIUTIES IN THE AREA. CONTRACTORS ARE RESPONSIBLE FOR BOUNDARY UNE zo IE OUT: 364.83 (15"N) ,�� II f I EX STM CB VERIFYING ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. CONIFEROUS TREE ' SUMP: 364.96 TAX MAP 2S111BCIz I 1, / 1 �� RIM: 369.89 FIRE HYDRANT A PROPERTY UNE ` = 1 NIE IN: 366.95 (12"S) CHAIN LINK FENCE 2. FIELD WORK WAS CONDUCTED JANUARY 8-11, 2024 (TAX LOT 2300) AND MAY 5-8, 2025 (TAX LOT 900). - - - - WATER METER o CENTERLINE z cn Iralf:�66.78 (12"N) _ TAX LOT 1100 CURB o 0 -war �\ ' - TAX MAP 2S111BC 3. HORIZONTAL DATUM: A LOCAL DATUM PLANE FROM THE OREGON STATE PLANE COORDINATE SYSTEM OF 1983, WATER VALVE D4 - - SUMP: 365.2� 2105 _ _ _� _ _ NORTH ZONE, NAD83(2011) STATE PLANE COORDINATES WERE DERIVED FROM THE TRIMBLE VRS NOW NETWORK. SANITARY SEWER CLEAN OUT o EDGE OF PAVEMENT ►� EX STM AD iJ I I I I 'I /110588 ~ �{210589 r; r 210 • z = _ SANITARY SEWER MANHOLE 0 FENCE UNE 1 - � 598 4. VERTICAL DATUM: ELEVATIONS ARE BASED ON WASHINGTON COUNTY BENCHMARK NO. 561, LOCATED AT THE NE RIM: 372.75 ` r:'•.•.'. ,'.1 �I o + - / 210590 1 91 21 9 %( CORNER OF HWY 99W AND DURHAM ROAD. ELEVATION = 190.99 FEET (NGVD 29). STREET LIGHT POWER UNE • z p j L 0587 - \ ,2Y0594 0 0597 �� MAILBOX MR OVERHEAD WIRE - ''-' \ ( � / �� j 3J0��' 5. CONTOUR INTERVAL IS 1.00 FOOT. STORM DRAIN CLEAN OUT o EX STM CB ri.: *.; I ) M o c COMMUNICATIONS UNE - - - -COY1- - - -cau- \ / RIM: 370.05 ' \ \x I 2�058fi EX STM A / -� 6. THIS IS NOT A PROPERTY BOUNDARY SURVEY TO BE RECORDED WITH THE COUNTY SURVEYOR. BOUNDARIES STORM DRAIN CATCH BASIN ❑ UNE - - - -'"'- - - -'"'- " 210600 MAY BE PRELIMINARY AND SHOULD BE CONFIRMED WITH THE STAMPING SURVEYOR PRIOR TO RELYING ON FOR in - IE IN: 369.25 (8"W) 1 j ` /TAX LOT 900 RIM: 371�10STORM DRAIN AREA DRAIN ❑ STORM DRAIN UNE IE OUT: 368.85 (8"E) \ �� I `o J J 'fAX MAP 2S111BC IE IN-367.69 (8"E) \ DETAILED DESIGN OR CONSTRUCTION. SANITARY SEWER UNE 2105821 0601 STORM DRAIN MANHOLE - SUMP: 367.67 ��s • �� IE OUT: 367.63 (8"W) EX STM AD - - - -zw - -�w _ .� 7. BUILDING FOOTPRINTS ARE MEASURED TO SIDING UNLESS NOTED OTHERWISE. CONTACT SURVEYOR WITH GAS METER ® WATER UNE -w�T- - -VAT z N ` I o ' ' SUMP: 3367. 4 : \ I� RIM: 369.41 QUESTIONS REGARDING BUILDING TIES. 1 • I I� o . N.~ �" PVC / " J I i IE OUT: 368.07 (8"W) " GAS VALVE III DESIGNED BY: RTN \ I W w -s,►�- - -sn� 8 PVC 2106� SUMP: 365.70 8. TREES WITH DIAMETER OF 6 AND GREATER ARE SHOWN. TREE DIAMETERS WERE MEASURED UTILIZING A GUY WIRE ANCHOR DRAWN BY: RTN :2 GATE POLE �� V DIAMETER TAPE AT BREAST HEIGHT. TREE INFORMATION IS SUBJECT TO CHANGE UPON ARBORIST INSPECTION. UTILITY POLE CHECKED BY: CJD EX STM f I 1 R II , 1 9. THE 12-INCH WATER MAIN UNE ALONG SW 103RD AVENUE WAS NOT MARKED NORTH OF SW INEZ STREET. THE POWER JUNCTION BOX ❑o R : 11370w I I I ; o '' - - P _ j 210601� \ PUBUC UTILITY LOCATOR MARKED THE AREA AS "MUST BE POTHOLED AND TO CALL 07Y OF TIGARD BEFORE SIGN c� LINE MARKED BY VATS LOCATOR. TYPE IS UNKNO DIGGING"." _ 1 , Q TAX LOT 800 I \� 0IE OUT: 367. 5 ((12 ;r,� I G I Q \ / J SCALE: 1"=30 FEET SUMP 365. '^ I CC I 1;\ / \� / - 210604 TAX MAP 2S111BC \ I I j111 C 3 / L= 22.39' >a CHAIN LINK FENCE 10605 EX SAN MHTAX LOT 400I 1 ( 1 1 r . / R= 14.00 EX SAN CO - RIM: 1 TAX MAP 2S111BC EX STM AD IIPREL8-26MINARY 1 II I �_4?' 7,57" `, 1 368� 3 RIM: 362.78 i 49/ 30 0 6 15 30 \ -2025 \ I I , I 113`� \CH= N4•3' 7'46"W 20.08' RIM: ND \060. / IE IN: 359.08 (8 W) " c, I I I ti \ ('�73� _ j IE BEND: 69t ' IE UT: 358.96 (8"E) IE IN: 361.12 (12 S) 3 I OUT: 361.03 (12 NE) ...!II EX SAN MH 11 I I- I'� I 210614 -\ 210612 210611 10609 2106( - SUMP: 361.03 I I I I RIM: 372.36 �1 u'y l 7,„:21.15617--- \ 1 - - - _ _ _ IE IN: 362.14 (8"S) i0i I I 1 �j10613373� 189.51 \�� 21060j- I U 1 i - w _ ! 1� - - - Cn IE OUT: 361.92 (8"E) 4 �j SEE N �-- -� TES" -� �� N n I "OtlIINI,I1ii 1 , G - s siw- - - - I - - PVC +- - -� - - - I - 8" PVC a� W Ix�" ' 1 - - TT -s1w su+ -.sAN -sAN- - sAN- - - -siw- -sur- - - -sAN- - - -sAN- - - -srw- - - -siw- - - W �� I - - - - - ` - - rt - - - -s�- - - -sal- - - -s,�- i- � � " STAIRS 0f fi�1 I 1 =I TER RISER PLASTIC FENCE / SW IN Z STREET! �10 - I 1„ W - - - - - - - - - - - - - - - - - - - - - - o - - W 4 S EX 8 CONC J I I I I III i = HEDGE o -� - - - I I �p - 8" Xt'K I , " 1 f� w /-7t -- ,fir. -as N _/ _W I - a w CULVERT I ;i w^r w .S89'26 44 E 228.15' 1 \ r ti ! N IE: 370.80 1 I I 111007 1 - L,..1 ; ir - - - - - - - - - _ _ 6 N `'GAS RISER I fi r. i t 11004 0 % Q �� 06A6 " 111 o I EX STM MH 11 �j� I-� ' I CARPORT 10803 10870 i Ei i W J / EX SAN MH r 1 I • 0 0 �c -•1 DRIVE/AY %i ii i a 3. I I 3 H Z a w RIM: 372.48 \ ` I I I PATIO �i, i---- - / W ': RIM: 362.98 I o IE IN: 370.58 (8"E) I I r�,� I I • c I = I / iiiiii rA , C�//� CZ " �c " g 1 1r rr `- / / IE IN: 354.19 (8"W) I v o r IE IN: 369.73 (15"S) I I o'_I Ni I 14 1 /b TE r r T - WOOD /16509_ WOUD FENCE ;y: TAX LOT 2100 TAX LOT 2000 IE IN: 354.13 (8"N) II I y IE OUT: 369.65 (15"N) I I o o FENCE GATE W / '. HEDGE TAX MAP 2S111BC TAX MAP 2S111BC I I�� ' N I o / / IE OUT: 353.97 (8 S) I EX SA C HOUSE , 0 1 = I SUMP: 369.65 as r " / :.:•• TAX LOT 1800 EX STM AD I I RIM: 3 3.8 �� - •-o I-� II 3 1 °` IE BEND: 72 I I lipribinav • / 1 ,_1 / -WOOD GAT -370 DECO TANK / • '. TAX LOT 4700 TAX MAP 2S111BC RIM: 362.57 >I I I oabb TAX LOT 2800 EX SAlCO I ,,,,,,,, CEO {- WERE FENCE 10481 TAX MAP 2S111BC IE IN: 360.96 (12"N) a o IE OUT: 360.96 (12 S) I I b ol i co o TAX MAP 2S111BC RIM: 3 3.761 i I } f'h f - 2 DEC�� 104 / 1033i ' ' - G 10480 ;<;_:• SUMP: 360.96 o IE BEND: 72 I ( �I I ; I, 1026 10 020� / / 10478 � STANDING WATER OBSERVED I I a II I �'' EX STM AD V❑ o RIM: 373.82 EX STM CB I I 1 GRAVEL / --GA‘ / SO -// 10477 I i I I .Q l ,, / � I^ y1 W Q DEBRIS IN STRUCTURE RIM: 372.45 ' III l I 10263 WOOD FEEI. 10258 /10476 :•' N IE IN: 371.84 (15"W) IE IN: 371.15 (15"4!) I 1 4 I ` I 102l 1 10259 I Z ZN- 1 SHED ��6�� ' N:• • I W IE OUT: 371.84 (15"E) IE OUT: 370.78 (8"E) I ' N " W W SUMP: 371.87 SUMP: 369.28 , :I 'i 111 �� \ TAX L0�2304 GTI '� W /WEE FENCE 10257 -/ I 4 I I = 10262 _ �AX M 2S 116C/ / ;". I Q o fl I ' \ �� T 1 I = 1 Cn a r \ o / / 3 I I I / . . , ' I I II a WIRE FENCE i I / b/ 10260 / ` f N I II 0 • I I I z �° / - O _� cc N v� I r p CANTERBURY LANE I I I GATE / _ / I T • :: T o ) I I - m - EX SAN MH a �1ti ' j j / f / o " I I 0 0 aEX STM AD RIM: 373.82 J ' l / -- i ' ..: . TAX LOT 1900 , �- -- I= 1 IE IN: 366.27 (8 Wr /// /// // / Web FENCE \I.- ; TAX LOT 4800 TAX MAP 2S111BC I I W cn 0 - RIM 372.56 �n I so " I IE IN: 371.49 (4"W) I I 1 m IE OUT: (8 NL / /// �� 36�� 10 / TAX MAP 2S111BC 125' I I 20' I M a00 0 IE IN: 371.19 (4"S) END COMM LOCATE '* I / / CO" I I j ; 0 10264 10265 // // / � Q IE OUT: 371.03 (8 NE) ♦ 3 I /'� 1 / �6a&8' / / EX SAN MH T o SUMP: 370.75 ° ��llik �D I m / \ EX SAN MH II Q 0 c, 26 , WAT % / � / RIM: 357.22 �a /2 / / IE IN: 351.36 (8"W) RIM. 361 57 I 11 \ ., `' �') I; I o RI r /,� � / / IE OUT: 351.18 8"E IE IN: 349.80 (8 N) p o 'II 'ill ` �/� _r-��- / 10 0 CH�►INUNK FENCE / 0 ( ) IE IN: 349.80 (8"W) y. I I a ci I" I EX STM CB t^I,� - �° r (-� ` 1 1 1 1 / o IE OUT: 349.56 (8"S) 1, I ( To co RIM: 373.16 10;7' I 1 ( " I 1 I N 9'28 57"W 227.87' " 1_4, �, IE IN: 372.11 (4"W) I I I I 10303 I I I 1 ) I J i - - -s�H� - - -siw - - �-srw-8" PVC -SN,- - - - - - - - -sIw- - - -siw- 8 PVC - - - - - IE IN: 372.11 (4 N) . I' III 11 -s"'1 -s ' -sIw- -siw- -sw- -siw- - -siw- - - - - " END WATER LOCATES -s� -s� IE OUT: 371.61 (10 E) - I ( 1 I TAX LOT 4400 I 1 1 a SUMP: 371.61 I I I I I I I I/ 13 + EX STM MH TAX LOT 2302 TAX MAP 2S1116C 1 I c� f I RIM: 373.66 " EX SAN MH TAX MAP 2S111BC II I °' I z TAX LOT 2603 I I I IE IN: 371.12 (6"W) RIM: 363.78 I I ,,.- TAX TAX MAP 2S111BC 1 I I I I IE IN: 371.08 (15"S) IE IN: 352.77 (6'NW) I I W I I I IE OUT: 370.92 (15 N) IE IN: 352.59 (6 SW) TAX LOT 4200 In 1 it ' I I SUMP: 370.92 IE IN: 352.53 (10 W) TAX MAP 2S111BC I I I TAX LOT 2303 IE OUT: 352.49 (8"E) I Wcl fc-) TAX MAP 2S111BC TAX LOT 4300 I o TAX MAP 2S111BC 0 o I 1 I , 1 Ex STM CI TAX LOT 4100 =I °° I RIM: 374.53 TAX MAP 2S111BC I EX SAN MH RIM: 357.58 • CITY OF 6' I I IE IN: 372.02 (8"W) " IE IN: 371.95 (12"S) IE IN: 349.03 (8 N) 0 o I I IE OUT: 348.95 (8"E) IE OUT:370.66 (15"N) 11 pTigar o SUMP: I a a TREE TABLE TREE TABLE TREE TABLE TREE TABLE TREE TABLE TREE TABLE TREE TABLE TREE TABLE TREE TABLE REGISTERED I PROFESSIONAL PUBLIC FACILITY IMPROVEMENT TREE NUMBER TYPE DBH (IN.) TREE NUMBER TYPE DBH (IN.) TREE NUMBER TYPE DBH (IN.) TREE NUMBER TYPE DBH (IN.) TREE NUMBER TYPE DBH (IN.) TREE NUMBER TYPE DBH (IN.) TREE NUMBER TYPE DBH (IN.) TREE NUMBER TYPE DBH (IN.) TREE NUMBER TYPE DBH (IN.) SAND SURVEYOR I I (PFI) PERMIT NO.: 10256 CONIFEROUS 62 10264 CONIFEROUS 17 10305 DECIDUOUS 50 10481 CONIFEROUS 26 11004 DECIDUOUS 6 210588 CONIFEROUS 14 210596 CONIFEROUS 15 210604 CONIFEROUS 10 210612 DECIDUOUS 12 4 5 ''' A I I a _ 1 LAND USE NO.: CO 10257 CONIFEROUS 38 10265 CONIFEROUS 23 10335 DECIDUOUS 7 10509 DECIDUOUS 32 11007 DECIDUOUS 25 210589 CONIFEROUS 17 210597 CONIFEROUS 13 210605 CONIFEROUS 18 210613 CONIFEROUS 11 JANUARYEGON 1995 I I Zt_ 10258 CONIFEROUS 43 10266 CONIFEROUS 25 10420 CONIFEROUS 6 10606 CONIFEROUS 64 11020 DECIDUOUS 26 210590 CONIFEROUS 18 210598 CONIFEROUS 13 210606 CONIFEROUS 21 210614 DECIDUOUS 12 GARY E. PAUL 2698 / I I I O SITE WORKS PERMIT NO.: 1 RENEWAL 12 31 2026 10259 DECIDUOUS 12 10267 CONIFEROUS 21 10476 DECIDUOUS 7 10722 DECIDUOUS 12 11026 CONIFEROUS 25 210591 CONIFEROUS 19 210599 DECIDUOUS 16 210607 DECIDUOUS 14 1 BUILDING PERMIT NO.: co c. 10260 DECIDUOUS 15 10268 CONIFEROUS 23 10477 CONIFEROUS 36 10761 DECIDUOUS 9 11087 DECIDUOUS 25 210592 CONIFEROUS 14 210600 CONIFEROUS 9 210608 DECIDUOUS 14 I 1 CC 7),10261 DECIDUOUS 10 ~ 10269 CONIFEROUS 21 10478 CONIFEROUS 31 10770 DECIDUOUS 9 1 210585 CONIFEROUS 24 210593 CONIFEROUS 17 210601 CONIFEROUS 12 210609 DECIDUOUS 12 EXCU'LERT I I 0 EXISTING 10262 CONIFEROUS 25 10270 CONIFEROUS 28 10479 CONIFEROUS 14 10870 DECIDUOUS 74 210586 CONIFEROUS 51 210594 CONIFEROUS 38 210602 DECIDUOUS 12 210610 DECIDUOUS 13 IE: 351.59 I I I LL CONDITIONS Lo 10263 CONIFEROUS 21 10303 CONIFEROUS 6 10480 CONIFEROUS 26 10903 DECIDUOUS 42 210587 CONIFEROUS 13 210595 CONIFEROUS 13 210603 CONIFEROUS 13 210611 DECIDUOUS 13 I I N 0 C04 z 4 OF 21 ► 4_J XW�T • �XW1'R `, SUP: 365.29 210592 ARP°56'47"E 669 I Q' - CHAT 2 K FENCE KEYNOTES FOR THIS SHEET x a - - - w o 0 . .• r - - - - - - - MARK - DESCRIPTION EX STM AD .1 I 210588 3*210589 2 210595 . 210598 a •: °, °' • ° ; O � , ® 21059 591 3 210599 1 - PROVIDE SAWCUT LINE 1' (MIN) INTO EXISTING PAVEMENT AS SHOWN. = RI vl: 372.75 . °. :° �I ° 4 a°. • °• o 1 X � - - 210594 210596 2105970' °• x `L 210587 ` ( 2 �- REMOVE EXISTING TREE IN THE ROW. COORDINATE WITH SITE WORK PERMITS 3 :. ° ••• . I w a 110 `/ FOR ONSITE TREE REMOVAL AND TREE PROTECTION INFORMATION, TYP. z w Q A 0 3 REMOVE EXISTING HEDGE. EX STIv CB • •:DR�V�WA • °:II- I ' ©' N RIM: 370.05 • ^ 210586 EX STM AD 4 - PROTECT EXISTING MONKEY TREE TO REMAIN. COORDINATE WITH SITE WORK w " ° f � � � x . w ) RIM: 370.20 * 210600 � PERMITS FOR MORE INFORMATION. � IE IN: 369.25 (8 W) 1 .� x ° ;�, / TAX LOT 900 IE OUT: 368.85 (8 E) I �w w `c • - ° 1 0 TAX MAP 2S111BC IE IN: 367.69 (8 E) © 0- REMOVE EXISTING MAILBOX. 1 1 210585 3 8nW 0 210601- EX STM AD 6 REMOVE EXISTING DRIVEWAY. w SUMP: 367.67 I z I IE OUT. 367.6 RIM: 1 I� O t UMP: 365.91 369.41 �� 7 - REMOVE EXISTING ONSITE STRUCTURES UNDER SITE WORK PERMITS. IE OUT. 368.07 8 W I 4 4` 8" PVC " ® $ REMOVE EXISTING OVERHEAD. I 8 PVC 2106p - SUMP: 365.70 O 4 N A� XSTM XS 1,, XSTM XS X$ 0 ;Ig �l I • I 1 STM .,i 7 C)- REMOVE EXISTING GAS METER AND LATERAL. DESIGNED BY: RTN 4 110 6 •4 I GATE POLE / 0 0 ,' 0 _, DRAWN BY: RTN EX STM CB •:• I,, Q, I Q c rid/ 10 - REMOVE EXISTING SANITARY CLEANOUT AND SANITARY LATERAL. SANITARY CHECKED BY: CJD RIM: 370.59 I w _ •�• ` .i X xPwR ,,� 210603 N TAX LOT 800 LATERAL TO BE CAPPED AT EXISTING SANITARY MAIN. „ I1� Q �� XPWR XPWR XP 11 REMOVE EXISTING STORM CULVERT. IE IN: 367.14 (8 E) clr 00 ► LINE MARKE BY PRIVA E LOCATOR. TYP IS UNKNOWN 0 up TAX MAP 2S111BC O- 5� �D PROFF' / IE OUT: 367.05 (12"N) I 0 I T . I } ' 210604 12 - REMOVE EXISTING WATER METER AND LATERAL r v�g0058PE . SUMP: 365.49 • I / © CHAIN LINK FENCE / (13)- REMOVE EXISTING GATE AND FENCE UNDER SITE WORK PERMITS, TYP. PRELIMINARY 1---- . .e � is./.= 22.39 ® � �210605 s-2s-2o2s x I 4 (:)- REMOVE EXISTING CURB, TYP. HF 7 2��r �� YEX SAN 0 © \\ 1\4i00'7'57" RIM: 374.015 - REMOVE EXISTING ASPHALT PAVEMENT, TYP. S . pEs�� I I /. 4 ° , \60, ° : I 3 37 46 W 20. IE BEND: 36 f EX SAN MH 16 - REMOVE EXISTING STORM AREA DRAIN AND EXISTING STORM PIPE. RENEWS: 12-31-2025 x I Ij4,'* � 1"' © 0 RIM: 368.13 - REMOVE EXISTING POWER STRUCTURE AND POWER CONDUITS. 2° / 1061� �1( 1 - �10610 - - 210609 - - 2106( - 17 1072 �-XP r. - EX SAN MH I x - _ _ IE IN: 359_08 (8,W) - 18 REMOVE EXISTING CONCRETE SIDEWALK AND CURB. RIM: 372.36 �� I(') I SOU 0• W S.OU - ' • 210613a �9°_ as i�/ 1 Ra 2 t IE OUT: 358.96 (8 E) a M 0 0 © 0 © _ z M IE IN: 362.14 8"S X I _f_L1la_1�LA.1F�3_LDI�A l‘ a w 4 M ( „ ) aitI � SEE N TE 9 8„ PVC' 1E OUT: 361 .92 (8E) : ' I 0 XS I - XSAN -XSAN XSAN- -XSAN XSA XSAN XSAN XSA XSAf H .A.ci i T0761 .:°. 1 '1,liEll>/- WATER RIS 11C 0 E Z 0 SW INEZ STREET 1 �' o STAIRS ,� o © Q HE)© (VARIED WIDTH PUBLIC RIGHT-OF-WAY) 1 W x ~ - Q . L -GAS- -GAS- © EX 8" CONC I , - 8" K X .--- I 1 ►r 1`,CULVERT wrR _ _ - _ =XWTR ` _ �� `"A ---X1 `�� XWM XWTR _XWTR�XWT - XWE 1 i/ XWTR XWTR XWTR - v, ' Z ` XSA - `.- ✓ ///T/// ' ° a fl,I2 IE: 370.80 ~ 1 Q - - - -` - --_ - - - w . 31ot, - - - - Tt)- = ,. 11004 " c3 B GAS RISER � Q � EX STM M H ilk., in, 1 i X x 1 .. •.. ' -i . (1. �.I �ARPOR� �0"O 16�7 RIM: 372.48 I . I • < 0 0 IDRIVEWAY " N . . . a �� ; IE IN: 370.58 (8 E)10770 1 �„ � I PATIO � 0 � ii�ii��,;,�;' ' .a.c •. ,, E I N: 369.73 15"S c) ' �I r o •////// 7/7/7/ i i 0Ili G?I • ( ) 1 > �� x • GATE ; r _ O WOOD 10509 r, WOOD FENCE d� I .. IE OUT: 369.65 (15"N) 1 -xi I oY I FENCE GATE : ° Z SUMP: ise.RN I °� L ® O i HOUSE' i . ... , ,-1-02- -+ - em-4 • a HEDGE• RIM: 373.88 Q X =� % 0 - - . .' . - > • 0 ��- WOOD • GATE DECO TANK °•. TAX LOT 4700 CO a o IE BEND: 372E I I �� • i: W 10481 a° I! �, 0 XOH FENCE 0 WIRE FENCE : I TAX v1AP 2S111BC > co N TAX LOT 2800 EX SAN CO 1 I �/./VA � 6 10480 o ti °° TAX MAP 2S111BC RIM: 373.76 I x I �L 1 0 ` 10 DECK 10 © GATE :> a A 0 o 0 1 X I off` 10420 1047 CO o� EX STM AD IE BEND: 372± j �� 1 20 - - ©RIM: 373.82 j Q - 2' ° o NED ,`�� .,.. . .4 : :,.. (n °° �, DEBRIS IN STRUCTURE X I - GRAVEL - WOOD WALL © S 10 ,,: 4 ill o EX STM CB I I RETAININGA :°Ia IE IN: 371 .84 (15W) 0 "�� ° 0 r (� RIM: 372.45 I I x 1 .© O"OOD FENCE 0di, 10258 0 ,, 10476 ° •. CC as P IE OUT: 371.84 (15"E) IE IN: 371 .15 (15"W) c)1 I Q _ �' SUMP: 371 .87 „ 1 < ( ®- ,ebo261 10259OOD RETAINING WALL; ° 4 (�IE OUT: 370.78 (8 E) I Y - - _ TAX LOT 2300 13 SUMP: 369.28 �.�` X 0 WIRE FENCE ATE o • - •• • , .. .• • - co o PiON' •,- I I I _ TAX MAP 2S111 BC 0 1©� ° . ° ~ N, EX SAN MH 6 I I 10262 r ° :° RIM: 373.82 I I n d x 1 0 ri" „ WIRE FENCE 10260 oI N . .a° ° IE IN: 366.27 (8W) _ _ . � II - IE OUT: 366.06 (8"N) l.. c �''� I 1 Y I I Q '. �Q ATE .CD :• :• : aCANTERBURY LANE x �,, o EX STM AD I ��(50 WIDE PUBLIC RIGHT OF WAY) RIM: 372.56 XSAN 41 01 x o I WOOD FENCE I °. m TAX LOT 4800illiMpki 0 IE IN: 371 .49 (4"W) x I I MX I; 0 TAX NAP 2S111BC t ih J AV -'(-i IE IN: 371 .19 (4"S)END COMM LOCATE -_11 c, 10256 Z • CITY OF IE OUT: 371 .03 (8"NE) I m 102. : # al 0 SUMP: 370.75 a . ° . o © p - - - - - j I 10269 0 CB _� . :N It NmI WATER 10266dEX STM _ - I1 PUBLIC FACILITY IMPROVEMENT RIM: 373.16 ` . a'� C I I x o °I RISER 10267 10270 CHAINLINK FENCE PFI - (PFI) PERMIT NO.: IE IN: 372.11 (4"W) I .: `- 1 I 0 LAND USE NO.: li - - - - - - - - - - - - - - - - - - - - - - CO IE IN: 372.11 (4 N) 1 co 1107 `! � N89°28'57"W 227.87' 8" PVC Z IE OUT: 371 .61 (10 E) I. X xo )1XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN XS N XSAN - SITE WORKS PERMIT NO.: I 110303 O - SUMP: 371 .61 ° a• I I.. I I U BUILDING PERMIT NO.: o • •� END WATER LOCATES GRAPHIC SCALE li DEMOLITION PLAN 20 0 10 20 40 80 LL DEMOLITION PLAN N :c: C05 SCALE: 1" = 20' MMMI ( IN FEET ) N 1 inch = 20 feet O C05 W Z CU 5 OF 21 z 0 \ J J _1 Z O z c� v O z '`�� w z z w O o t I= I= p � D (r) in w w �I / 20'-0" / 20'-0" / 5-0 8'-0" WIDE PUE / w wDEDICATIO / 20'-0" / 20' 0" / 5'-0" / 8' 0" WIDE PUE / Iz DEDICATION I11'-0" I 11'-0" Lu 14' 0" / NEW PEDESTRIAN Y �. ~ CORRIDOR 1' 14'-0" / NEW PEDESTRIAN o EXISTING TO PROPOSED / 5' 0" / 5' 0" /I 6" FRONTAGE I CORRIDOR �/ ZONE EXISTING TO PROPOSED / 5'-0" / 5'-0" /I/6" FRONTAGE o REMAIN IMPROVEMENTS y ZONE REMAIN IMPROVEMENTS 0 Z in z inDESIGNED BY: RTN Z Qz = in 0 Q z0 DRAWN BY: RTN N 1'± z O w NEW ONSITE \/\ SAWCUT TO BE 1'± N w 1 ± j w NEW ONSITE CHECKED BY: CJD = IMPROVEMENTS o = IMPROVEMENTS w SAWCUT TO BE 1'± EXISTING SOUTH FROM CL, w UNDER THIS D PROF SOUTH FROM CL, UNDER THIS o w TYP. VARIES 1.5% (MAX) PERMIT EMENT TO REMAINTYP. 1VARIES .5% (MAX) PERMIT �\-,\ I . H FSv/ _ _ i �iri� I l v�80058PE 9 EXISTING J _ , 1 A 11:�11=11 �: 14'.��:II��:II: II:��:I�I��:II: II:��:I�I�.:11: 11:��:��:11: 11=1 T.T.H iI:II:, PRELIMINARY PAVEMENT AI - - - - - �___ _ _ _ _ _ _ „- -..11=11=11�11=11==11.11=11=11�11=11=11.11=11=11.11=II=11 II I II. .II .II. II. .11 .II. II. .11 .II I�-11-11 _� =—11=11=11A11=11=IIMII-II-IIAII-II-IIAII=1 .I- 8-26-2025 TO REMAIN - - =11=11011M1=11011M1=11011M1=II: INSTALL NEW PAVEMENT PER CITY STD SIDEWALK PER I I ' INSTALL NEW PAVEMENT PER CITY STD 11-11-IWII=11-II II=11=11: �GN .27 o�. 6" STANDARD CURB SIDEWALK PER A11=11=11A11011=1' F �, 2 7 FOR NEIGHBORHOOD ROUTE CLASSIFICATION: 6" STANDARD CURB CITY STD 120 FOR NEIGHBORHOOD ROUTE CLASSIFICATION: -11011=11= ' 2" (MIN)AC WEARING COURSE PER CITY STD 125 2" (MIN)AC WEARING COURSE PER CITY STD 125 CITY STD 120 = S �. DES�� 6" (MIN)AC BASE COURSE 6" (MIN)AC BASE COURSE 5" (MIN)AGGREGATE BASE COURSE 5" (MIN)AGGREGATE BASE COURSE RENEWS: 12-31-2025 12" (MIN)AGGREGATE SUB BASE COURSE 12" (MIN)AGGREGATE SUB BASE COURSE SW INEZ ST PROPOSED TYPICAL CROSS SECTION 2 SW INEZ ST PROPOSED DRIVEWAY CROSS SECTION CX N.T.S. CX N.T.S. W aw z o (!� M n Z c,+�j I--1i W �M Z M � V1 M • h-: o • cip a w z 0 U o O U O O U O L w w � I- t D I= I- O D - Nw w5'-0" w w 5'-0"/ 20'-0" / 20'-0" / 8'-0"WIDE PUE / / 20'-0" / 20'-0" / / 8'-0"WIDE PUE /DEDICATIO DEDICATION � o �� EXISTING TO PROPOSED EXISTING TO PROPOSEDct REMAIN IMPROVEMENTS' REMAIN IMPROVEMENTS I 11'-0" 11'-0" i' 1 c'z l' 14'-0" / NEW PEDESTRIAN .�` 14' 0" / NEW PEDESTRIAN CORRIDOR I CORRIDOR - J,/6" FRONTAGEZONE / / / I5-0" /6FZONE GE / 5-0 / 5-0" // z z Qz z Qz O LI �, = w � O = w EO (NI z 0 w NEW ONSITE z 0 w NEW ONSITE I- NQ f N o = IMPROVEMENTS cC N o = IMPROVEMENTS — CI Trco EXISTING A 4' IL w I- UNDER THIS EXISTING 4' w w I- UNDER THIS > CC N oc PAVEMENT N SAWCUT VARIES 1.5% (MAX) PERMIT I PAVEMENT SAWCUT 1.5% (MAX) PERMIT 0 ti h; TO REMAIN RIES 0 1- TO REMAIN �p ..II-II II=II i 'II I II-II-I. - �— irr°��' II��.II. II.�.II��.II. II.�.II��.II.� II.�.III�.II.� I. p a fAiTA_Ra_r=fi -1_ii-11=h.=.u=u=11=1111=11=11.=11. � :II=1I=_ �� .—_' I-u7u=n=11A1111=11�11=11=11A11=II11�1111 . C INSTALL NEW PAVEMENT PER CITY STD FOR � � � � � � � � � � � � �111' 11' 1' 1' 11' 1' 1 �11' ��' _ CC C5 INSTALL NEW PAVEMENT PER CITY STD FOR �. ._;rt_;.:, d-11-11-11-11-11-11-1i-11-11-11-11-11-11-11-11-11-11-11-11-11-11-II-11-11. _.��- . u.=.u=.1- u-uu. .u=.uu=u=uu=u=uu=n=uu=u=u. c/� O ��-��- 11=11=11=1111=11=11==11=11=11=11=11=1111=11=11=11=11=11=11=11=II=11= LOCAL (RESIDENTIAL) CLASSIFICATION: II-I, II-1. -11=11�11=11=;11�11=11=11�11=11=11�11=11=11�11=11=11�11=II=11. LOCAL (RESIDENTIAL) CLASSIFICATION: ,�I .1-.11-.11.-.1-.1-.11.-.1-/L-JL-.1-. -.11.-.L-.1-JL-.1-.1-1-.1-.1-JL-.1- _ =II_ II- _ =1LIL= =1L 1L= -11.�11 -1IPIT -11.�11= -11.�11.= -11 p • -� -II-11-11=111I=11=11=1I=1I=II=I1= 2" (MIN)AC WEARING COURSE -"- - 11=11 1111=11 1111=11 11=II=II. Q o 2" (MIN)AC WEARING COURSE -11=11=11AI-1III-II-1I11= II=II-IIAII-II=IIAII-1I=11: 00 6" STANDARD CURB SIDEWALK PER II-II-II-II-II=1= 6" STANDARD CURB SIDEWALK PER 11=II=11 11=11=1 cc v 3" (MIN)AC BASE COURSE .I 3" (MIN)AC BASE COURSE 11 __jj__I PER CITY STD 125 CITY STD 120 = PER CITY STD 125 CITY STD = _ Q 4" (MIN)AGGREGATE BASE COURSE 4" (MIN)AGGREGATE BASE COURSE 12" (MIN)AGGREGATE SUB BASE COURSE 12" (MIN)AGGREGATE SUB BASE COURSE c r - CC ~ 3 SW 103RD AVE PROPOSED TYPICAL CROSS SECTION 4 SW 103RD AVE PROPOSED DRIVEWAY CROSS SECTION Q Fo CX N.T.S. CX N.T.S. T ooI o ,, 0) c 0 U o 03 co 0 V ,1 I - U �I O i •,, Iv (I; z N g . CITY OF i ar = PUBLIC FACILITY IMPROVEMENT rri (PH) PERMIT NO.: o PFI - cn LAND USE NO.: -Q - a Z SITE WORKS PERMIT NO.: -ol O - I U BUILDING PERMIT NO.: c. CC co O U CROSS SECTIONS 2 Li. o N o CXO1 Z 6 0F 21 KEYNOTES FOR THIS SHEET KEYNOTES FOR THIS SHEET KEYNOTES FOR THIS SHEET SW 103RD AVE TREE TABLE �M�ARK - DESCRIPTION MARK - DESCRIPTION MARK - DESCRIPTION ( 1 )- SAWCUT 4' (MIN) FROM PROPOSED FACE OF CURB. SEE SHEET CX01 FOR O7 - INSTALL NEW MID-BLOCK ADA RAMP AND NEW YELLOW TRUNCATED O- INSTALL NEW 12" DIA PVC ASTM D3034 SDR-35 PUBLIC STORM LATERAL o STATION/OFFSET TO NEW SPECIES �/ SAWCUT AND PAVEMENT REPLACEMENT INFORMATION. DOME SIM TO CITY OF TIGARD STANDARD DETAIL 128. SEE GRADING FROM NEW CB TO EXISTING STORM MH PER CITY OF TIGARD AND CWS FC AT CL OF TREE 0- INSTALL NEW CURB PER CITY OF TIGARD STANDARD DETAIL 125, TYP. DETAIL SHEETS FOR MORE INFORMATION. REQUIREMENTS. SEE PLAN AND PROFILE NOTES FOR MORE C/) INFORMATION. z $8+56.75 (14.00' RT) CASCARA(FRANGULA PERSHIANA) - INSTALL NEW X" WATER METER BOX AND LATERAL CONNECTING TO O o ( 3 )- INSTALL NEW SIDEWALK PER CITY OF TIGARD STANDARD DETAIL 120, TYP. EXISTING WATER MAIN. COORDINATE WITH SOUTH SITE WORK PERMIT cry 8+83.15 (14.00' RT) CASCARA(FRANGULA PERSHIANA) �� FOR SHORT STUB CONNECTION ON BACK SIDE OF WATER METER. > ( 4 )- INSTALL NEW A.C. PAVEMENT. SEE CROSS SECTIONS ON SHEET CX01 FOR Og - INSTALL NEW 6" DIA PVC ASTM D3034 SDR-35 SANITARY SEWER LATERAL. CL 9+09.50 (14.00' RT) CASCARA(FRANGULA PERSHIANA) �� CITY OF TIGARD REQUIREMENTS. SEE SHEETS XX-XX FOR MORE INFORMATION. 9+35.85 (14.00' RT) CASCARA(FRANGULA PERSHIANA) ( 5 )- INSTALL NEW STREET TREE IN LANDSCAPE ZONE PER CITY OF TIGARD 10 - INSTALL NEW G-2 CATCH BASIN INLET SIM TO ODOT STANDARD DETAILS STANDARD REQUIREMENTS. SEE TABLE ON THIS SHEET FOR STATIONING RD-366 AND CWS DETAIL 300. SEE PLAN AND PROFILE NOTES FOR RIM AND SPECIES. AND IE'S INFORMATION. Lu 0- INSTALL NEW 18-FT WIDE DRIVEWAY PER CITY OF TIGARD STANDARD o DETAIL 143. SEE GRADING DETAIL SHEETS FOR MORE INFORMATION. a DESIGNED BY: RTN DRAWN BY: RTN CHECKED BY: CJD - STA:8+15.45 OS:-14.39'L STA:9+66.72 OS:-13.96'L EX STM MH#1, RIM:373.66± EX STM MH#2, .-,\ ��.Q ROFF� RIM:372.48± 5 c I N- 4 �. 0/O INV IN:371.08(15"PVC)(S) INV IN:369.75(10"PVC)(NE) �� ,,.' INV IN:371.12(6"PVC)(W) PROPOSED BPZ INV IN:369.75(10"PVC)(E) 80058PE 375 INV OUT::370.92(15"PVC)(N) - - INV IN:369.73(15"PVC)(S) - 375 PRELIMINARY CUT= .7± i PROPOSED FPZ INV OUT:369.65(15"PVC) (N) 8-26-2025 - PROPOSED FL CUT=3.3± _ ASV HF 7 20 ��F7 - - - PROPOSED CL '1• DESK' 115.9LF-EX. 15" - - - - - - PVC STM, S=0.64% I I *EXISTINGCL RENEWS: 12 31 2025 1 151.3LF-EX. 15" I I EXISTING FL I I PVC STM, S=0.79% ci) IX -\ O I I 217.3 LF--EX. 15" w w PVC STM, S=2.13% a z M z /� M M n W 4 `4 370 370 oM I • G7 a w 0 C © o L -J -- _ _ _ _ __ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ I Q 365 - -- - - - - - - - _ _ 365 0 in 0ai 362 362 N a M N c 7+75 8+00 9+00 10+00CI o r. a I STA:9+66.72 OS: 13.96'Lo COO o ° x o Qild 217.3LF�EX. 15" o_ ° ° .. • r ........ „ , z ° 4. E RIM. 372.48? _ p PVC STM, S=2.13% CO0 Q o - - - CUM- - - -cam- - 4 b. ° I .� ° o .° • 4. • ° o INV IN:369.75(10"PVC)(NE) °. �. ° a .� °. . 4 o :`GM~ XOH- • XOH '� XOH XOH I )nx 4 • • a ° •• •• ° INV IN:369.75(10"PVC)(E) a ° a ° 4 Q '' XOH XOH XOH XOH • XO • • XO XOH MOH XOH. • X6h� ^'�• _ "�GOH X } - � INV IN. 369.73(15"PVC)(S) _ _ _ �� XOH X Xa- H XOH oZf x INV OUT:369.65(15"PVC)(N) .A H fo z CUT=3.3+ XSTM M o1 Q� I XSTM 'XSTM XSTM XSTM aLo CD o -XSTM XSTM XSTM XSTM XSTM XSTM XSTM X�XM y XSTM XSTM XSTM XSTM XSTM XSTM XSTM XSTM L J XSTM XSTM XSTM-GA - SIM -XSiivt X�TMcAs SAS XSTIvI- - X - - -GAS- - - -Gas- - - -GAS- - - -GAs- o N STA:8+15.45 OS:-14.39'L Gas -GAS- -G - GAS- -GAS- -GAS -GAS- -GAS- /'O T ZIT -GAS- -GAS- - - -GAS- - - - EX STMMH#1, - GAS - I-GAS- - - 11- 0_ RIM:373.66+ -G - c GAS- - - GAS-- - -GAS- - - -GAS- - - -GAS- - - -GAS- - -GAS- - - -GAS- - - -GAS- _ - I �S_ /'1 - GAS- - - - GAS- - - - GAS- - - - GAS- - - - GAS- - -cas- - - -Gr o o 151.3LF-EX 15" -cns - CL -GAS- - - -cas- - - INV IN:371.08(15"PVC)(S) S D ° 27.5 L F - NEW 10" 115.9 LF-EX. 15" INV IN:371.12(6"PVC)(W) x PVC STM, 5=0.79/o I PVC STM, S-2.00% Q PVC STM, S=0.64% INV OUT::370.92(15"PVC)(N) \\ 13 XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN -XSAN - - AN g -XSAN XSAN XSAN CUT=2.7± I t .� ' Q 0 8+00 y °y 9+00 I I I `�� I 10+00� - - - SW 103RD AVENUE - - I - x - X - I - - - - - - - I - - I Cr) -� D I 99 D �� (40' WIDE PUBLIC RIGHT-OF-WAY) I I oyfoy I Z I I 1 2 �\ K �� 0 t� • �X A/TR I r I _I L 1 _ \ �_ v a. XWTR XWTR O -XWTR XWTR XWTR - oDXWTR ��'^ 19 9 x ZT� % T r XWTR XWT XWTR XW -1 1 AV -'- TR XWTR XWTR I �� 0 `J \ K 1 a XVVTK XWTR„ ___ XWT - XWTR XW R XW R XWTR - r = XrW I - aooaovoXWTR XWTR 11\ a) �atvTR n XWTR XWTR - O CITY O F osoa000vo, TR 7----\NTyRti.:17)(7NTR �XOH XOH - XOH XOH �XOH XOH H OH XOH X H XO XOH XOH XOH � �Ff OH XOH - X0r - OH XOH KOH X H I- L�a X CT� uWTR u',. .rr - XWTR - - - - - - - - W - x N Ir _ _ _ - _ _ _ -XNIl >< _ Za w • Dc2 ci- ROW ROW _V • _ _ _ _ I OW _ _ P/L P/L P/L ��\ z 1 I 1 CI VA I 1 PUBLIC FACILITY IMPROVEMENT u, (PFI) PERMIT NO.: I ' I * z / + w X � � / • PFI - STA. 9 60.42 OS: 12.86' R �c w X4 cn I ►.-j 1' NEW STM CB #3, 0 p �/� LAND USE NO.: RIM: 372.34± - �J V INV OUT: 370.30 (10" PVC) (W) \ I 1 7Z o v CUT= 2.0± I O SITE WORKS PERMIT NO.: of Will - I I • WTR Z C ) U BUILDING PERMIT NO.: 2 TI11 I I I I GRAPHIC SCALE 0 STREET & STM P&P 1 STREET & STM P&P - SW 103RD AVE - SOUTH SITE 10 0 5 10 2° 40 - SW 103RD AVE - PP01 VERTICAL SCALE: 1" = 2' ( IN FEET ) 0 SOUTH SITE N HORIZONTAL SCALE: 1" = 10' 1 inch = 10 feet 0 PPo1 Z c,, 7 OF 21 KEYNOTES FOR THIS SHEET MARK - DESCRIPTION o O1 - [NOTES] z � 0 N v) w cL w 0 375 375 DESIGNED BY: RTN DRAWN BY: RTN CHECKED BY: CJD PROPOSED ROW STA: 11+83.93 OS:-20.32'L - PROPOSED BPZ EX STM MH#3, PR RIM:369.98+ �� FFS _ / PROPOSEDFL INV IN:365.03(15"PVC)(S) �� n INV IN:366.08(12"PVC)(E) c 80058PE 9 II I _ _ _ _ - - - - INV OUT..364.83(15"PVC)(N) PRELIMINARY I I - - - _ CUT=5.2+ 8-26-2025 I I EXISTING CL � NF 1' 2�.. �� I I - ✓ S EXISTING FL • DESK 370 - - - - 370 217.3 LF^-EX. 15" RENEWS: 12-31-2025 PVC STM, S=2.13% cn t/�� M -I _ - _ _ _ _ N^ W i M 365 - � - - _ _ - - 365 y .ic o oa a v, b HGr, L _J in 0 0 360 360 > si 10+00 11+00 12+00 CO a eQ 0 Cl ch y ° p.. MN o o , CC STA:9+66.72 0S: 13.96'L4111° 217.3 LF--EX. 15" p _ a 0 N. EX STM MH#2, PVC STM, S=2.13% T o RIM: 369.+ ilik ° _ ° ` - - - - - - - - CO CC a ° INV IN:369.75(10"PVC)(NE) o N. 4 A fl °. A ° �- 4 ° p • I • o • Q C 0 0, °Q INVlN:369.75(10"PVC){E) p ° a• ° a ° a ° Q . ° p.. I - - INV IN.369.73(15"PVC)(S) _� 4 N. 9 9 /1 ° - - ' - ° o A cn CO \ XSTM XSTM c Q XuH INV OUT:369.65(15"PVC)(N) XOH •I XTH • }:OH 1 U J CUT=3.3+ / XSTM STM XSTM J XSTM XSTM XSTM N oXSTM XSTM XSTM XSTM XSTM XSTM XSTM xSTN� - 0 ots T o AS COXSTFT -cns XSTM- - XasM - XSTM - - - - - - _ - - - - - _ ~ �I o C GAS- - -GAS- -GAS- -GAS- -GAS- -GAS- -GAS- -GAS- -GAS- -GAS- -GAS- - -GAS- - GAS - - - GAS- - GAS- - - AS GAS (M� CC 99 x IFAS- GAS - 1 -GAS- - - -GAS- - -GAS- - _ -GAS- - - STA: 11+83.93 OS:20.32'L N -GAS- -GAS- -GAS- -GAS- -GAS- -GAS- -GAS 1 EXSTMMH#3, ( r `�A� 9 9 RIM.369.98+ W '14FND LOCATE " INV IN:365.03(15"PVC)(S) XSAN XSAN XSAN XSAN XSAN SW 103RD AVENUE 7 24.1 LF EX 12� INV IN:366.08(12 PVC)(E) Q I �, I (40' WIDE PUBLIC RIGHT-OF-WAY PVC STM, S=0.33/o X INV OUT:364.83(15"PVC)(N) Q 0 - - - 10+00 - - - - - - 11+00 - - - - I - - - CUT=5.2+ - a x STA: 11+05.15 OS: 14.79'R STA: 11+47.91 OS: 14.69'R x G7 �' EXSTMCB#2 372LF-EX. 12 �^ z EX STM CB#1, PVC STM, S=-0.43% (` ' co s� I RIM:37Q.59t RIM:369.89± w INV OUT 367.05(12"PVC)(N) INV IN:366.95(12"PVC)(S) Ste` e c\, ‘I CUT=3.5± 42.8 LF-EX 12" INV OUT:366.78(12"PVC)(N) w TR XWTR XWTR XWTR XWTR PVC STM, S=Q.23% CUT=3.1t �� XSTM XWTR XWT'"�, XWTR XWTR WTR XWTRcs1 I XWTR STV) I _ '� I 099 �J \ XWTR XWTR XWTR XWTR 7 XWTR XWTR WTR XWTR X STA: 11+83.45 OS:3.74'R 1w XWTR XWTR XSTM XSTM XSTM XSTM �'`� XWTR XWTR XWTR XWTR EX STM MH#4, o w XNNTR TR XWTR XWTR R LLI H XOH `:L:H 0� p A ° V A INV V IN:366.94(12"PVC)(S) CITY OF - cxn ° INV OUT:366.16(12"PVC)(W) Z o 63 000° °vo°oo� \ \ � z �- � CUT=4.6+ d .1 I ROW ROW P/L P/LV Qx = PUBLIC FACILITY IMPROVEMENTIVI (PFI) PERMIT NO.: 0 _ X � � I � PFI ar i I 1 7 / I cn LAND USE NO.:WTRz Z SITE WORKS PERMIT NO.: o1-------7( N ) t I � I . ., _ I OL - _ i_ - �� - , 1. I (O..," -, - V BUILDING PERMIT NO.: 2 SEE SHEETS PPO3 AND PPO4 - 1 STREET & STM P&P - SW 103RD AVE - NORTH SITE 10 ° 5 '° 20 40 O - SW 103RD AVE - STREET & STM P&P u. PP02 VERTICAL SCALE: 1" = 2' GRAPHIC SCALE ( IN FEET ) NORTH SITE o HORIZONTAL SCALE: 1" = 10' N 1 inch = 10 feet 0 PPO2 Z 8 OF 21 KEYNOTES FOR THIS SHEET MARK - DESCRIPTION 0- [NOTES] 0 0 0_ U z u) 0 co w OL I w in - STA:0+85.10 OS:32.87'R PROPOSED BPZ EX STM MH#2, PROPOSED FPZ 375 RIM:372.48± 75 INV/N:369.75(10"PVC)(NE) PROPOSED CL 0 INV IN:369.75(10"PVC)(E) PROPOSED FL EXISTING CL Z INV IN:369.73(15"PVC)(S) [[EXISTING FL lNVOUT. 369.65(15"PVC)(N) DRAWN BY: RTN CUT=3.3± CHECKED BY: CJD i _ _ � - - - . �� PROFFs�, I I 80058PE -- I I I: _ PRELIMINARY 8-26-2025 I I 370 I I ► 370 �S VGN' 7, ✓. DESK RENEWS: 12-31-2025 -105.9LF � NEW10" 1 - _ PVC STM, S=0.30% 0 - - - - - - _ - _ - - - - _ - _ - Z_ o - - - - - - - _ _ _ _ - - - _ - - - _ _ _ FIB-I+i fZ 53.3LF -- NEW10 STA: 1+31.71 OS: 7.00 R - - - _ - - _ - - _ - - - _ PVC STM, S=0.30% NEW STM MH #2, - - - - - - - - - - - - _ _ _ _ _ 365 RIM: 372.96± - - - - - - - - - - - - - - - - - - - - - - _ _ 365 a w z 0 INVIN: 370.01 (10" PVC) (E) L - - - - _ _ - - - - - - _ U INV OUT: 369.91 (10" PVC) (SW) STA: 2+37.57 OS: 7.00' R - _ - - - - _ - - - - - - o CUT= 3.1± NEW STMMH #1, - _ - - RIM: 371.68± - - - - - - N INV IN: 370.43 (10" PVC) (W) - - - - - ____ - - INV IN: 370.43 (10" PVC) (NW) o INV OUT: 370.33 (10" PVC) (W) vA - - - - - - CUT= 2.4± o _ _ o L _ J - - - - - - - - - - - - - - - - - - - - - - - - - - - � � N- 360 J - 0 - 360 Z N - O LiN 359 I 359 CO a 0+80 1 +00 2+00 3+00 3+65 - o Tr zis N SEE SHEET PPO2 - oo Q r N. CD O Ei X I I - P/L - - - - - - �' - - � - - - - - - - - `� - - - - - - P/L - - - - �' - - � N �, I x ROW STA: 2+10.71 OS: -12.86' L ROW M cn O 101 I I OLD ROW NEW STM CB#1, OLD ROW 1 I W � - - - - - __ - - - - - RIM: 372.15± - - -rir � - - - - - - - E./ - - � - - - - - - o I O INV OUT: 370.53 (10" PVC) (SE) 0 Tr c x 1 1 Z F I CUT= 1.6± r �I ;= STA: 1+31.71 OS: 7.00' R ® III I I I I 4 '' I • I I Q+ NEW STM MH #2, zz z M �I 0. RIM: 372.96± Q 33.4 LF NEW 10" Q ¢ Q o0 I• I INV IN: 370.01 (10" PVC) (E) m CO N PVC STM, S=0.30% CO T N .I SW INEZ STREET ion ‹ . X I I I i' a INV OUT: 369.91 (10" PVC) (SW) s - I C''J CUT= 3.1± �\ (VARIED WIDTH PUBLIC RIGHT-OF-WAY) I ,4 XNa, XSAN XSAN XS N XSAN XSAN LAN XSAN IN XSAN XSAN XSAN s XSAN XSAN m XSAN XSA XSAN 1SAN XSAN XSAN XSANT XSAN XSAN XSAN 1SAN XSAN XSAN XSAN XSAN XSAN- 1TI .'411175 d = I 1+ 0 w - - - - - - 2+00 - �\ - - - - 3+00 73 - - - kb ilk, .d • O . U < Z ,^ I-WTR s - - -VLI 11--i Z T� x X WTR W R W WTR WT WTR WTtd WTR WTR WTR WTRz WTR WTR WTR WTR WTR WTR WT WTR WTR z WTR WTR WTR WTR WTR WTR WT co CO - IZ-,1' 61 1I • STM STM JTM STM STM STM STM STM S M STM STM STM0 . CO �'. . = 1 I I Q T4' I III o �x i Z I 53.3LF - NEW10" -0 m� z -S1M Q z :.v xl 1 PVC STM, S=0.30% `' z co Q TM Q CO ki• I I x a I y cn ,I, .1=; rn STA:0+85.10 OS:32.87'R "I �^f ® O CI ® O o EX STMMH#2, „� - - - - - - z - - - - - - - - - - - - - - - - - - - - - - - - z m i Z RIM:372.48± r-- - QQ c ��- ��__-- � CITY OF INV IN:369.75(10"PVC)(NE) I X x c,_ Ar °� O oRow • • .� ,_ arINV IN:369.75(10"PVC)(E) I5� INV IN:369.73(15"PVC)(S) 1 ROW- - - - - - - - - - - - - - - - - - - - - - - - -INV OUT. 369.65(15"PVC)(N) P/L z /L z 1 105.9LF - NEW1O"- LF NEW 10" STA: 2+37.57 OS: 7.00 R a _• CUT=3.3+ /I PVC STM, S-0.30% PVC STM, S=0.30% NEW STM MH #1, PUBLIC FACILITY IMPROVEMENT a410 xxRIM: 371.68± (PFI) PERMIT NO65 INV IN: 370.43 (10" PVC) (W) ' QmPFII 1 z z + - INV IN: 370.43 (10" PVC) (NW) z z a kip, x S,M 4STA. 2 10.04 OS: 12.86 R • INV OUT: 370.33 (10 PVC) (W) I ~ LAND USE NO.: I a • I z CUT= 2.4± pI I \ NEW STM CB#2, `-�� STM I I BEEN +m- NRIV OUT: 370.51° (10" PVC) (E) I I 1 - = Id SITE WORKS PERMIT NO.: SEE SHEET PP01 0 7 11 I I I mi - di I I CUT= 1.6± JI I I JJ I I 4 O - 1 I=a Q I I V BUILDING PERMIT NO.: o I I � i li 1 ICC 11 N GRAPHIC SCALE STREET & STM P&P 1 STREET & STM P&P - SW INEZ ST - SOUTH SITE 10 5 10 20 40 O - SW INEZ ST - . � Q PP03 VERTICAL SCALE: 1" = 2' ( IN FEET ) SOUTH SITE o O PPO3 - HORIZONTAL SCALE: 1" = 10' 1 inch = 10 feet Z c 9 OF 21 KEYNOTES FOR THIS SHEET MARK - DESCRIPTION 0- [NOTES] o 0_ cf.) U z u) 0 co w w I- 3 375in 75 PROPOSED BPZ PROPOSED FPZ d - - - z PROPOSED CL EXISTING CL DESIGNED BY: RTN - PROPOSED FL EXISTING FL DRAWN BY: RTN -----[ - CHECKED BY: CJD _ _ c?,�aPROFFs i -- Til I I rST2+37.S7OS: 7.00' R 58PE, , , , PRELIMINARY 370 3708-26-2025 S' NEW STM MH #1, � � `�• DESK' oi -105.9LF - NEW10" RIM: 371.68± ° INV IN: 370.43 (10" PVC) (W) RENEWS: 12-31-2025 PVC STM, S=0.30%- - - - - _ - _ INV IN: 370.43 (10" IX PVC) (NW)) - - - - - - - - - - - - - - - - _ INV OUT: 370.33 (10" PVC) (W) -- -- - - - - - - _ - - - Q - - - - - - - - - - - - - - - - CUT= 2.4± () - - - - - - _ - - -- w Z aoo, STA: 1+31.71 OS: 7.00' R _ - - 0 _ _ - - - - F+i _ 53.3LF NEW 10" - - - - - - _ - - - - - - - Z M PVC STM, S=0.30% NEWSTMMH #2, - - - - - - - - - - _ - - - - - - - - - - 365 RIM: 372.96± - - - - - - - _ - - - - - - - - - - - - - 365 • N z a w INVIN: 370.01 (10" PVC) E - - - - - - _ _ _ - - - - - - _ _ 0 INV OUT: 369.91 (10" PVC) (SW) - - - - - - - - - - - - - _ _ _ U CUT= 3.1± - - - - - - - - _ - - - o V) N [ p., 3 j� A - N W 4o .:=) ct L __I - - - - - - - - - - - - - - - - - - - - - J T - - - - - - - - - - - 360 .. 360 359 359 0 W N oo 0+90 1 +00 2+00 3+00 3+65 a SEE SHEET PPO2 o N o =cn� =I I O 1� a x 177 n n n 0 r � 47. x _J � 00 .0 ti ,c, = . „, 0 co Q a Q Cp 0 ._ a x I W X:2 Lt4 \ F _STA: 2+10.71 OS: -12.86' L �' 4 I Q a NEW STM CB#1, 0 r J I RIM: 372.15± •411111 a I I �- w ` � z INV OUT: 370.53 (10" PVC) (SE) z. . z O ~ I X _ P/L - - - - - - Q - - - - CUT= 1-6±- - - - - a - - - - - - P/L - - - - - - a 7 T L o� I �' �' E I \ I co A X ROW I I ROW r N t� a \ OLD ROW I OLD ROW c� a� - - - - - - - - - - - - - - - - - -�- - - - - - - - 7 Y - - Q - - - _ I u) 6 - 0 \) 1 -C-7) g, a 11 W13 ti o U) ,� z z z 1 iri I v¢i N 33.4LF NEW10" v¢iuu)i IIII : MI cl a _ XIc, ms PVC STM, s=o.3o°i° t3 " 73 SW INEZ STR ET TT1TJ1 . m . S EE_ \I H 9 P \/C, (VARIED WIDTH PUBLIC RIGHT-OF-WAY) I XSAN XSAN XS XSAN XSAN LAN XSAN X AN XSAN XSAN XSAN IF XSAN XS\S+T XSAN XSA XSAN SAN XSAN XSAN XSAN = XSAN XSAN XSAN ISAN -XSAN XSAN XSAN XSAN XSAN +75 d I= I 1+ 0 2+00 �\ 3+00111110 x a tx I vaiII- WTR WTR W WTR I WTf WTR WT WTR WTR WTR I WTR WTR WTR WTR STA LWTR WTR WTR WT WTR WTR WTR WTR] WTR WTR WTR WTR xZ I II �' ` O • � CITY OF • STM STMI TM STM TM ST STM STM cC S M STM STM STM • o IH Q H H II ;_„__'Zcb a x I I ~ m 105.9 LF NEW 10" s7M Q a ' 3 �� PVC STM, S=0.30% z 1M- z Q \ a I I I^ x I v I P53.3 TM NEW 10 X n �� ' = PUBLIC FACILITY IMPROVEMENT o C S S 0 30% I �- I ® 1:1 ??? ???' ??? ® ® M PFI PERMIT NO.: :o co Z^f 28.2 LF - NEW 10 STA: OS: O li z PVC STM, S=0.30% NEW STM MH #1, z m PFI - a a s�� STA: 1+31.71 OS: 7.00' R \ - - - _z - - - - _ RIM: 371.68± - - - - - - - - �- I____ LAND USE NO.: I- v) -h-- / NEW STM MH #2, u, u, 2 x x STA: 2+10.04 OS: 12.86 R INV IN: 370.43 (10 PVC) (W) I J' s RIM: 372.96± NEW STM CB#2, INV IN: 370.43 (10" PVC) (NW) 7 - a • a• s _ o I I / Ix INV IN: 370.01 (10" PVC) (E) - -RIM: 372.10± - INV OUT: 370.33 (10" PVC) (W) - - - - 7 - - - - - - ROW - . SITE WORKS PERMIT NO.: d, - - - - - - - P/L z 0 1 INVOUT: 369.91 (10" PVC) (SW) - zINVOUT: 370.51 (10" PVC) (E) CUT= 2.4± _IJzs-'° I Li-r- --- / CUT= 3.1± Q 0 CUT= 1.6± I O - 00 ct Ic, ct f L BUILDING PERMIT NO.: SEE SHEET PP01 N GRAPHIC SCALE STREET & STM P&P 1 STREET & STM P&P - SW INEZ ST - NORTH SITES'10 5 10 20 4° O - SW INEZ ST - U PP04 VERTICAL SCALE: 1" = 2' ( IN FEET ) NORTH SITE o HORIZONTAL SCALE: 1" = 10' `�' finch = lOfeet 0 PPO4 Z 10 OF 21 KEYNOTES FOR THIS SHEET KEYNOTES FOR THIS SHEET KEYNOTES FOR THIS SHEET MARK - DESCRIPTION MARK - DESCRIPTION MARK - DESCRIPTION 0— xx z 0 ( 3 z () 0 0 v) w w I— a 0 d z DESIGNED BY: RTN DRAWN BY: RTN CHECKED BY: CJD cg) P ROFFs �1 ,,`' 1 � E.� S/ate �0058PE \i- PRELIMINARY 8-26-2025 -SNF 7, IT j• DES\A 380 380 RENEWS: 12-31-2025 PROPOSED SURFACE ALONG W EXISTING 10"WATER MAIN w c a C7 o 375 EXISTING SURFACE ALONG 375 _ w i M [EXISTING 10"WATER MAIN zci' M _ fi _____ _____ __ __ __ __ ♦ o ♦ z a w 370 - - 370 0 0 M N O k 6 o Zoe 365 365 c, b STA.. 0+54.87 OS:-24.77'L — `: - EX SAN MH#1, `' �" RIM:373.82± 164.9 LF EX. 8" Q INV IN:366.26(6"PVC)(E) PVC SAN, S=2.38% 360 INV IN:366.27(8"PVC)(W) 360 INV OUT:366.06(8"PVC)(N) CUT= 7.8± Z o O w Q 355 355 Cl) oili 03 0+00 1+00 1 +75 > Tr CC N a — o N 0 II •• r• -I . _ CO CO COM- - - -GQM— _ 4I \ \N44• 4 Q. D.' A • N' Q Tr GE-XOH XOH XOH XOH XOXXOH XOH XO XOH1. COH XOH X01 AGO _ _ _ _ 4 _ _ _ 4 r �cj • Ynu — �(pr� XbH— xuh —XOF� XOF� XOH X�H XOH X�H XOH ojs x i ^ I CC ci, I J — — —cns — XSTMM XSTM XSTM XSTM XSTM XSTM a `M `o-XSTM XSTM XSTM XSTM XSTM XSTM XSTM X�XM Oy '—=• XSTM XSTM z XSTM XSTM XSTM XSTM XSTM XSTM L XSTM XSTM XSTM GA —'VTSTM ��X��bt XSTMGPs XSTA4- GAgGAS— — — —GAS— — — —GAS- NII —GAS- - GASGASGAGAS —� IQr— IIGAS - - —GAS Cill — —GAS —GAS— —GAS— —GAS— —GAS— GIGAS I I — \47 GAS— — — —GAS�<— — —GAS— — — —GAS— — — —GAS— — — —GAS— — — —GAS— —GAS— — — —GAS— _ I I GAS_ ^^ GAS— — GAS— — — — GAS— GAS— — — GAS— — GAS— —GAS— —GAS— — O GAS —GAS I..L — GAS- -GAS — — —GAS— — y y I- y I a z X , b XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN I XSAN XSAN XSAN v' z XSAN XSAN XSAN . L. fQ o I �y oy � I �� .� SW 103RD AVENUE 1 X X I o I -� (40' RIGHT—OF—WAY) I D I 990/ > y �� WIDE PUBLIC RIGHT OF WAY) I I oyfoy I Z I I 12 \ s�� I . vw R_-1— I XWTR XWTR TR X N XWTR XWTR XWTR — - I _I L i-L \\_ ��^T - x x v TXWTR I 9 9 x T U— Z XWTR XWTR XWTR XWTR 1 �� 100 `J \ < I a XWTR XWT��^*--�—XWT XWTR XW K �—X WTR f, XWTR XWTR XWTR �y�.h LW I Tf� Z a� oo<ooao TR �EWTR XWTf�-� CITY O F aooaovaoo d „-, XOH XOH XOH XOH XOH H XOH •H OOe000000 OH XOH X H XOH • XOH XOH OH ';0F `;0H XO H :•H to/" _ _ _ _ _ _ w �� X � N It - i ar w c� r , _ Z / _ ♦4 _, I z , , , n � ROW ROW + ROW - �i y PUBLIC FACILITY IMPROVEMENT - V:1 / ,i( P/L P/L P/L i 0 tzi --- —. PFI PERMIT NO.: ric 0) xiiiii i z 0 p / �/) LAND USE NO.: _ i , 0 V♦ — o I \ I I —� ,t_o) z 0 / Z SITE WORKS PERMIT NO.: ♦ i♦ I IBM I WTR z LO 0BUILDING PERMIT NO.: 00 CO GRAPHIC SCALE CC WTR & SAN P&P - 0PPO5 WTR & SAN P&P - SW 103RD AVE - SOUTH SITE 10 0 5 10 2° 40 SW 103RD AVE - VERTICAL SCALE: 1" = 2' ( IN FEET ) 0 SOUTH SITE o N PP05 HORIZONTAL SCALE: 1" = 10' 1 inch = 10 feet 0 Z Lii 11 OF 21 KEYNOTES FOR THIS SHEET MARK - DESCRIPTION o 0— [NOTES] Es Es z u) 0 w w I- a 0 d z DESIGNED BY: RTN DRAWN BY: RTN CHECKED BY: CJD 5.cc\O P ROA4r 380 380 80058PE ,--- PRELIMINARY 8-26-2025 7....7 EXISTING OS WA EREMAINNG /S✓.4 D 7,ES 025 PROPOSED 375 EXISTING SURFACE ALONG 375 _ EXISTING 10"WATER MAIN RENEWS: 12 31 2025 / \_ _ _ _ _ _ _ Ix — - - W 370 -— 4 0 L _ _ � _-- - - -- - - - - - - - - - �- - 370 w z ^ § o 1 -1 v M 365 =J-- 1- 365 • z a w 0 U 0 - U y N 360 360 N ,,, b 355 355 Q co Z N N 350 350 0 Li 1 +75 2+00 3+00 4+00 4+30 > ,° CO a � �Cn N a ,. -,=,--‹ . 4 A. 4. 4 N N L7 I CO o 4 ' 4411,_ N _ • . , 4111• , , ... b. , __J---- • • 7 ,_ . • • .b., . . . 4 N 9 9 /1 ° • 4cn 1 4 • Q ° STM 4 �, CC — —XOH Xbl XOH — — XOH XOH X H • }:OH -/ (CO• a XSTM STM XSTM O�R I T V O ^ I XSTM XSTM XSTM XSTM p 4XSTM ° � XSTM XSTM XSTM icTM XST CC oti�,GAs XS I M —GAs XSTM- _ X p — XSTM XSTM XSTM — XSTM — — — — — — — — — — — — — 0 0J RR�I A GAS— — —GAS— — —GAS— — —GAS— — —GAS— — —GAS— — —GAS— — —GAS— — —GAS— — —GAS— — —GAS— — —GAS— — — GAS 73— — — GA , — — GAS— — — coa GAS GAS Cr) �I 1 W in a S— —GAS— —� —GAS— —GAS— —GAS— —GAS— —GAS— — —GAS— — I X i N GAS— —GAS— —GAS— —GAS— —GAS T `�A 164.9LF�-EX. 8" 99 PVC SAN, 5=2. 1 W LOCATE [ 38% n SW 103RD AVENUE M XSAN XSAN XSAN XSAN XSAN `�. STA:2+19.24 OS:-18.96 L V) T � I `� EX SAN MH#2, (40' WIDE PUBLIC RIGHT-OF-WAY) Q 00- I / RIM:372.37+ - - I - x - lNV IN:362.14 (8"PVC)(S) - - - - - - - - - - - X- - - - - - o \ V) lNV OUT:361.92(8"PVC)(E) s I Z MI CUT= 10.4+ �/ c' I ‘I /7 ,\ i w �' 308.2LF--EX. 8" 99 XS Illco o o PVC SAN, S=0.92% 6 v \ K XS-CM 4+00 4±28 i w ITR/ XWTR XWTR XWTR XWTR XWTR XWTR *WTR / • � i V) N _ �A +QO3 99 �J \ I �EWTR-�N/JTi�- XWTR 3+00 XWTR7 �FWTR �VTR XWTR XWTF� XWTR �EVVT XSi N *WTR XWTi�- _� � \ \ XSTM XSTM XSTM XSTM w *WTR XWTfZ- �� p V Z a (W r H — xoH •H 0 A� X 4 ° 4 � CITY OF 6ao°o° D CID . o \ \ � � Z ROW ROW ci ��. III e. - - - - - - - - - - - - - - - - - - - - - - — — °° °°°°° P/L P/L C...) Q-------7( N ) x = PUBLIC FACILITY IMPROVEMENT I x k = ric0 "11111111.. (PFI) PERMIT NO.: o . PFI � a 1 \ x 1I7 ---- I I I / I (in LAND USE NO.: I 7 WTR z 0 SITE WORKS PERMIT NO.: o I I . . _ O - L — _ I. .. I�r 1� I . I�-i. . J� V BUILDING PERMIT NO.: c. N SEE SHEETS PPO3 AND PPO4 GRAPHIC SCALE WTR & SAN P&P - flWTR & SAN P&P - SW 103RD AVE - NORTH SITE 10 ° 54° SW 103RD AVE - PPOCVERTICAL SCALE: 1" = 2' ( IN FEET ) 0 NORTH SITE o N PPO6 HORIZONTAL SCALE: 1" = 10' 1 inch = 10 feet 0 Z 12 OF 21 KEYNOTES FOR THIS SHEET MARK - DESCRIPTION 0— [NOTES] z 0 0 ( U z 0 w w PROPOSED BPZ 0 PROPOSED FPZ PROPOSED CL o z 7 PROPOSED FL EXISTING CL DESIGNED BY: RTN [EXISTING FL DRAWN BY: RTN CHECKED BY: CJD 380 rr.'1 PROFFfx0058PE -- PRELIMINARY 8-26-2025 375 - - -S a� 7, 2. �• DES�A — — — — — — — RENEWS: 12 31 2025 370 - - CO M O 4 z � /� M 0 - v M 365 — ° o • CO a w [H z 0 -- - 0- cD - U 360 - +- Q - N - c3 j ol o 355 - a 350 Z -0+20 0+00 1 +00 2+00 2+7! 0 LITN Q N CO co 0 T SEE SHEET PP02 N o M N a .L 0 p CD .,.., T Q' - I X i I Lt _ P/L - - - - - - _ - - I - - - - - - - - 7 7 - - _ - - _ _ P/L _ _ - - 0 - - � � I ROW ROW cn 0 1• W _OLDROW - - - - - T - - - - - - - - - - � - - - - - - OLD ROW- - - __ _ - - - �Tr � Tr GE x X 1 I Z ®x 1- 0 T C7 W x x - � CC °o I— o 0 p 1 o r CC a of a 1 , A 0 00I N Sr SW INEZ STREET �CO r N NC IIIIIIIIIIIIII a. x I I X (VARIED WIDTH PUBLIC RIGHT—OF—WAY) XNp.� XSAN XSAN XSAN XSAN XSAN !(SAN XSAN X AN XSAN XSAN XSAN XSAN XSANii XSAN XSA XSAN ISAN XSAN XSAN XSAN XSAN XSAN XSAN LAN XSAN XSAN XSAN XSAN XSAN - 1 a1 I - — — — - — A - - - - - N — — — - - - A - - - -� - o . N A x X I X -0 15 - 0VO - T w 1+00 si. 2+00 1 WTR WTR WTR * W T WTR z TR i WT' WTR WTR WTR i WT R z WTR W -w-TR WTR ICO �' • � '- x STM STM tTM STM STM STM STM STM S M STM STM STM , 0 10 ,X Z I mN Z Q STM Q gC z R xl X �I x a _S1M Q 4 ir ri MIN, 0 xi i__ _ .r v x I g(oc, /-k -'° 'L z m i 5 Millgir r m 13 Z:, - - - - - - - - - - - �- -� - - - - - - - - - - - - - - - - - - - - _ — —I---- CITY OF • 1 x �� xi--. " • O Q. Ealiallillrr 1 I 0000_ iigard x V ROW_ - - _ _ - - - - - - - - - - - - - - - - - _ _ _ _ 1 - - RO,/1/ I -X P/LQP/LZ (� a�nJzs-c° / (1721)< O O • .d. - PUBLIC FACILITY IMPROVEMENTilk a s�� ii X x (PFI) PERMIT NO.:reb i o - o= X x 4 Q 1. PFI a I z z z Z I (f) 4 0) x • S'rM CO CO Cn LAND USE NO.: 0 M _ I I I 4 SITE WORKS PERMIT NO.: • j — SEE SHEET PP01 0 l I I I I I I I I I I I 1 O - I I I I I ( I� co Q 1 I V BUILDING PERMIT NO.: I .r I / I I N GRAPHIC SCALE WTR & SAN P&P - 'SI' 1 WTR & SAN P&P - SW INEZ ST - SOUTH SITE 10 0 5 10 20 40 SW INEZ ST -�P07VERTICAL SCALE: 1" = 2' ( IN FEET ) SOUTHSITE ::-1 HORIZONTAL SCALE: 1" = 10' 1 inch = 10feet o PPO7 ci: Z 13 OF 21 KEYNOTES FOR THIS SHEET MARK - DESCRIPTION 0— [NOTES] o 0_ ( U z u) 0 cn w cL w I— a 0 PROPOSED BPZ / PROPOSED d z PROPOSED CL EXISTING CL DESIGNED BY: RTN PROPOSED FL [EXISTING FL DRAWN BY: RTN CHECKED BY: CJD 5:\cc\rr: PROA4r 80058PE 9 PRELIMINARY 8-26-2025 SGNF 7. rbsw �c�ij• DE RENEWS: 12-31-2025 cn w W z o a � o (7 M Pz i M i--: W z V1 M • O F- N O i< • ri a w H z 0 U 0 72 N [ ( c3 j W o1 Pi' sue. O 01 1 Q Z 1-0 Oo W N CO Q N co SEE SHEET PPO2i. 1 > o N o X a X A o I 47. T T T in ooS I (1-.la- I X I w \ _ ??? ?? ??? I COV) Tr CC STA: OS: 4 o , F O " NEW STM CB#1, 0 r C J I � I I RIM: 372.15± 7 T a I I w z INV OUT: 370.53 (10" PVC) (SE) z z CC ots O ~ I X _ P/L - - - - - - Q - - - - CUT= 1-6±— - - - - a - - - - - - P/L - - - - - - a in o1 I �' 1 0 A X ROW I 11 ROW E I \ r N I \ - - - - — - - - - - - -,2 < — - - . - - Q -� —OLD ROW OLD ROW_ Y - - I A ti i II - 0 \) 1 1 13 Ad A ' v¢i 33.4 LF - NEW 10" cc < u¢i ' _ - I I , m 1 NoilPVC STM, S=0.30°i° 13 ,9 SW INEZ STR ET 4 X ti ~ S 0 1, no 4 EE_ \I H 9 PVC, (VARIED WIDTH PUBLIC RIIGHT—OF—WAY) I XSAN XSAN XS XSAN XSAN !SAN XSAN X AN XSAN XSAN XSAN IF XSAN XS\ • d I < I STA XSAN XSA XSAN SAN XSAN XSAN XSAN = XSAN XSANXSAN SAN XSAN XSAN XSAN XSAN •XSANIII I zi — \ ill �O X I vai li— WTR WTR W WTR WTf WTR WT WTR WTR WTR WTR WTR WTR WTR STA WTR WTR WTR WTI--WTR WTR WTR WTR WTR WTRT WTR WTR WT x � * Z I XI / I �' O • CITY OF • • STM STM I LM STM TM ST STM STM S M STM STM STM � — o I H 4 H I o d x I I ~ m 105.9 LF NEW 10" g1M Q I a r a ' 3 �� PVC STM, S=0.30% z 1M— z \ a I uI . ��— x � �T I v 1 P53.3 FNEW 10 X O � = PUBLIC FACILITY IMPROVEMENT o C STM, S 0 30% I �- \ O ??? ? ?' ?I?? ® z / ® � (PFI) PERMIT NO.: .� dr-T- — z 0 28.2 LF -, 7 PVC STM,NS=0.30% NEW STM MH #1, z m PFI - a a s�� STA: ??? OS: ???' ??? �. — — — —a — — 1 I I _1 —1 f— — - RIM: 371.68± — — — — — — — ��— ---�---- Q X X / NEW STM MH #2, `� STA: ??? OS: ???' ??? INV IN: 370.43 (10" PVC) (W) �/� LAND USE NO.: I S RIM: 372.96± NEW STM CB#2, INV IN: 370.43 (10" PVC) (NW) a • as _ yip ♦ I- I I x INV IN: 370.01 (10" PVC) (E) - -RIM: 372.10± — INVOUT: 370.33 (10PVC) (W) — — — — 7 — — — — — — ROW — . SITE WORKS PERMIT NO.:Li-r-,- c — - - — — — — P/L QOS �1k INV OUT: 369.91 (10" PVC) (SW) — z INV OUT: 370.51 (10" PVC) (E) CUT= 2.4±I I Jz ''o'-------------- ix / I CUT= 3.1± ct Q 0 CUT= 1.6± I O - 00 _ _� ."� � � � � I H S' � � f L � BUILDING PERMIT NO.: � SEE SHEET PP01 N GRAPHIC SCALE WTR & SAN P&P - 1 WTR & SAN P&P - SW INEZ ST - NORTH SITE 10 ° 5 10 20 40 u. SW INEZ ST e. - PP08 VERTICAL SCALE: 1" = 2' ( IN FEET ) NORTH SITE o PPO8 N HORIZONTAL SCALE: 1" = 10' 1 inch = 10 feet O Z 14 OF 21 z 0 0_ U 380 380 380 380 0 0 STA: 0+17.28- -STA: 0+21.28 ADA RAMP STARTS ADA RAMP ENDS w FL= 372.60 FL= 372.66 CC �, -P.T. STA: 0+38.56 N 6 © CURB RETURN ENDS �o N o M SEE PPO3 FOR MORE INFO P.C. STA: 0+00.00- STA: 0+17.99- -STA: 0+21.99 -P.T. STA: 0+39.98 o M Q ii FL= 372.96 CURB RETURN STARTS ADA RAMP STARTS ADA RAMP ENDS CURB RETURN ENDS in P.C. STA: 0+00.00- J I SEE PPO2 FOR MORE INFO FL= 372.43 FL= 372.49 SEE PPO4 FOR MORE INFO CURB RETURN STARTS a FL= 371.85 FL= 373.07 0 375 SEE PPO1 FOR MORE INFO 375 375 375 FL= 372.31 DESIGNED BY: RTN DRAWN BY: RTN FL= FL= FL- FL=o FL= CHECKED BY: CJD FL= 1.50% 1.74% 1.73/o 1.73% 1.62% I FL= FL- _ 3.22% . 1 3.22% 1.50% 1 • \5��ca P ROFFsiij \-PROPOSED FLOWLINE PROPOSED FLOWLINE (� � EXISTING FLOWLINE 80058PE EXISTING FLOWLINE PRELIMINARY 8-26-2025 370 370 370 370 �S�GNF 2/�� • DESK' RENEWS: 12-31-2025 367 367 367 367 -0+15 0+00 0+50 -0+15 0+00 0+551. w Q, z M M w z V1 M • h-i O EMATCHLINE - SEE2/DTOI 1 ` , v i \ a w HI 4 _ FP= 372.61 'r SW INEZ S THE T I 5 I-� \\ u ' I� ____ FP= 372.53 I VARIED WIDTH PUBLIC RI T-OF-WAY FP= 373.35 FP= 373.69 a I \\ irIs N,p -I ----N 2.41% 2.53% 2.53% 2.53% :A' I 'j '� 1.50 / \ % \ o> o I \ \ -� / FP= 372.32 r� Itb I \ O I STA: 0+00.00l'a'ID / 2 o, FL= 371.85 o I `� v" o I 0 w E--{CO I FP= 371.87 TC= 372.35 �° ce x MN FP= 372.46 I �� I I 0.45% EP iZ co I I FP= 372.42 \ �' I STA: 0+38.56 A Z.) \ I O I STA: 0+29.31 �-•i W I FL= 372.96 FL= 372.80 FL= 373.41 ►-a N J 9.19 TC= 373.46 FL= 373.33 4 o TC= 373.04 TC= 373.83 TC= 373.47 & 0+44 STA: 0+21.28 (6 o J w °N '3 (/) N. °' ° 4.78/o ° s°. 1 373 N O FP= 372.46 FL= 372.66 0 0 3 J a TC= 372.67 0� v) �� < A -- FP= 372.56 - COW 0 o ' 5 ,�p°�o sp° T FP= 373.53 w ♦ Cl) Q STA: 0+17.28 A• 0 6.93% \ CS FL= 372.60 FP= 373.12 -� I FP= 372.63 w Tr cc a Tr GE I TC= 372.61 ° TC= 375.16 n \) I \ OV ^ p° ` ` - - - - FP= 374.06 - P/Loc�/ Z _ O / ° ° c2 co STA. 0+17.99 hp /9.75% 2.53% - _ FP= 373.61 ROW Cy) z I f '-' 6. 10.90% I O Q FL- 372.43 N. FP= 373.72 ° RONN Q Tr ow FP= 372.74 � - ° o rw x i /��TC= 375.12 • - - - - - -111 \ -____.= -� �/ I TC= 372.44 in I C$ Q 0 r of t_ °\° FP= 373.19 L IF= 3.81 / �J - FP= 373.65 "' 0-+ = / TC 375.08 1 1 I- °\° 7.13% 2.53% `� g FL 372.47 0 p`L j -- j FP= 372.69 / \ 3� w p' 3�� FP= 373.98 A TC= 372.70 1 0\° TC= 374..98 1 Ii w �y :74 x °�° w Q a FP= 372.78 ! co u) w I / \ `�' 1373 O I Sp% TC= 374.84 - } LL J > STA: 0+21.99 \ L. 6/ FL= 372.49 _ ! I w FP 372.86 uJ > _ w o\ I .S ° / TC= 374.91 2.53/o 05 Q TC= 372.50 �'�t - o J•J II 0 A I o 0� ,� FL= 373.41 0 M • a STA: 0+00.00 I o I STA: 0+39.98 TC= 373.91 U) o 0 M + Cn FL= 372.31FL= TC= 372.81 ^ / H I / - TC= 373.57 o N i illh\, 1.50% 1.50% M 3�s� 0 // CO Et Z FP= CO 372.41 1 ��1� LcS 0 0 T . CITY OF ° 0 z FP= 372.89 FP= 372.96 o - igard rl I I / N Q lz + PUBLIC FACILITY IMPROVEMENT I I / FP= 372.61 co N. I �/ SW INEZ STRE _ (PFI) PERMIT NO.: .-. "' M M i '� co I / PFI - J . . I II 37� FP= 372.53 (VARIED WIDTH PUBLICRI T-O -WAY FP= 373.35 FP= 373.69 \1_ -\• I b r - 1 -I ��o - - I ° �/� LAND USE NO.: V♦ 0) SEE 1 /DT02 FOR 2.41% 2.53% 2.53% 2.53/0 SITE WORKS PERMIT NO.: MID-BLOCK ADA RAMP AND DRIVEWAY - �- 1 O - GRADING DETAILS OF SOUTH SITE MATCH LINE - SEE 1 /DT01 BUILDING PERMIT NO.: co CC N GRAPHIC SCALE GRAPHIC SCALE " 5 0 2.5 5 10 20 5 0 2.5 5 10 20 0 GRADING DETAILS 1 SOUTH CURB RETURN GRADING DETAILS 2 NORTH CURB RETURN GRADING DETAILS - CURB RETURNS 1 _ N DT01 SCALE: 1" = 5' ( IN FEET ) DT01 SCALE: 1" - 5' ( IN FEET ) Lc ~ N 1 inch = 5 feet 1 inch = 5 feet O DT01 Z 15 OF 21 z 0 0_ ( U z u) 0 cn w w I- a 0 d z DESIGNED BY: RTN DRAWN BY: RTN CHECKED BY: CJD 5�� P ROA4r 80058PE 9 PRELIMINARY 8-26-2025 -47 I is F �� 2° �� I A ✓. DESK' i - - - - / - i RENEWS: 12 31 2025 I Ix w L .• - i W W A s� I . N. M \ s� i cc W \. I \N. ,� L7 . \ -- - --374- 40 0 t •,3 • a w U o tt 1 � 72 Frl . N VV -6 N C W N O I I _ � 374 1 1 1-3 1.. Q o Z CO OI WCNI CO a 0 _ SW 103RD AVENUE _ _ N �cf) N 40' WIDE PUBLIC RIGHT-OF-WAY) -1 -- -. I - I - - - T °' - o ti 0 a cn o 374 I I I Io o FP=373.70 I I w o ,- FL= 373.56 .1-°cis _0 0 "' `�' TC= 374.06 1 1'I I o I FP=373.37 rr nnCC tp 0 FP=373.75 FL= 373.57 FP=373.39 `r'� LFP=373.36 V Q Cy) `� o TC= 374.07 �FP=373.56 `�` 0 z � In o 0 FL= 373.71 o F373 66 N o• , FL=TC= FL= 373.53 _ - - - -3731 FL= 373.38 N FL= 373.35 Q TC= 374.21 CV 373.62 o TC= 373.59 TC= 373.44 0 0.87% 0.87% 0.87% 0.87% 0.87% 0.87% 0.87% TC= 373.85 0.87% 0 7Ur 0000 000 I _ / I!' Iiiii N- Z y.00°O°000 I , o 0000 � o W o 1 a Lo. / 1 .). N. o FP= 374.11 FP= 373.95 0 - `��0� U) it II N it o / FP= 374.07 F V 374 Et 0 ° 1 ° oI 0.87% %3.6 /0 1.00% 1. O.:-': 0.87/0 0.87/ l�FP= 374.29FP= 3 \ FP= 374.14 \3 \ FP= 373.93o t o �c\I � oCt a 0 FP= 374.36 `c' FP= 374.22 - I FP= 374.19 ° FP= 374.03 a 0 3.63% 1 1.97% p.87% /o p �FP= 374.00 0.87% Z • CITY OF lIllillillIllr _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - o FP= 374.21 374 Tigard FP= 374.15 FP= 374.11 o = PUBLIC FACILITY IMPROVEMENT 1 I rr (PFI) PERMIT NO.: o 1 PFI - a 373 cn LAND USE NO.: Z SITE WORKS PERMIT NO.: O - V BUILDING PERMIT NO.: co co MID-BLOCK ADA RAMP & SOUTH DRIVEWAY CC y GRAPHIC SCALE 5 0 2.5 5 �0 20 0 GRADING DETAILS •o 1 GRADING DETAIL - SOUTH SITE Lc N Tp SCALE: 1" = 5' ( IN FEET ) ~ o 1 inch = 5 feet 0 DT02 N Z 16 OF 21 ' 2+00 N N- - - - -' o - - i - - - - - - - - - - i w I SW INEZ STREET I o I ,� (VARIED WIDTH PUBLIC RIGHT-OF-WAY) // ti I `� Li _1 0 o a , // 0I Q I O N / N N STA: 1+73.77g N / N w w I FL= 372.96 $ 71.9 N o \� O ,2 STA: 1+37.90 STA: 1+52.77 TC= 373.02 1Y [FL= 372.96 FL= 373.33 STA: 1+55.77 STA: 2+11.71QO - STA: 1+76.77 FL= 372.02 : 2+14.71 STA: 2+32.71 STA: 2+35.71 Z I TC= 373.46 TC= 373.83 FL= 373.41 FL= 372.89 TC= 372.52 5FL= 371.50 FL= 371.43 TC 373.47 TC= 373.39 372.01 TC= 371.56 /TC= 371.93 CV DESIGNED BY: RTN _ Q / - - w DRAWN BY: RTN O Q I 12.15% 12.19/0 17.14% 12.19/o w CHECKED BY: CJD I I ► v) Q C� O o O O O0 c.O o a PRD Z I M M Lo. T2.522.48% = . M Lo.- O o ,- Ow \S l G \ T /a_ _ z 80058PEII 2.53% 2.53°0/ 2.48% �' 2.48% I 2.48% I _ 2.48% 2.48% 2.48°0/ J PRELIMINARY 0FP= 373.53 FP= 373.91 1 FP- 373.98 FP= 373.54 FP= 373.46 FP= 372.60 7FP 37208 0 0 o 0 0 0 0 0 0 Ill I co j-FP= 373.61 FP=I372.08 8-26,2025 \ FP= 373.98 r T\ FP= 374.06 FP= 373.61 FP= 373.547 % /S\ 2% FP= 372.67 FP= 372.60 FP= 372.15 ,/• pES, ii, CO 2.53% I 2.53 0 2.48% I~ 2.0 I I 2.48% I 2.48% 8% 2 8 2.48% Q �/ - - - - - -\ - - -- - - - - - - - - - - - - - - - - - - - - - - - - RENEWS: 12 31 2025 , r BI II I w I \,-.) -11 z c'1 M W i z v !:,, h-iI - N- I I � o312za O U GRAPHIC SCALE � ;� 1 SOUTH SITE - DRIVEWAY GRADING DETAIL 5 0 2.5 s ,° 20 z N T03 SCALE: 1" = 5' ( IN FEET ) i 1 1 inch = 5 feet o ,„ b Q � � , 0 I Z N N SW INEZ STREET w O w CD i\ (VARIED WIDTH PUBLIC RIGHT-OF -WAY) 3+00 (f) a a Q,>- , Qi N N - \I ' - - F3 FP= 368.82 > N .20 i I / - M N "� / p / ► Q T o, / I CO CC �1ti 2�� M 3A e5 369`ScO9 M C O o J J J 1 Y Q / oo I / \ w M / o 0 0 / Tr it / N I / N. °o Q c6 co o N M STA: 3+45.44 ojs O / J[FL= 368.71 p N TC= 369.21 M STA: 2+92.72 STA: 3+42.44 11) (91 STA: 2+68.72 STA: 2+71.72 STA: 2+89.72 FL= 370.02 STA: 3+21.44 STA: 3+24.44 FL- 368.79 STA: 3+47.44 FP= 368.27 0 FL= 370.61 FL= 370.54 FL= 370.09 TC= 370.52 FL= 369.30 FL= 369.23 FL= 368.66 - r a TC= 371.11 TC= 370.60 TC= 370.15N TC= 369.80 / TC= 369.29 0 TC= 368.852.48% 2.48/o - TC= 369.16 W _ I LLB 17.14%1 12.19% -I \ 2 17.14%( / I12.19% i o ab o 0 0 0 \ o 0 .... a o FP= 369.29 I co O w I ,- \ •- \\ ci r' FP- 369.24 I / o Z - - - _ _.._ FP= 368.59 �' /, _ I _ J / 2.48% 2.48% FP- 371.11 2.48% - r- 2.48% - 2.48% - f 2.48// I 2.48% I - I 2.48°0/ 2.48% > 11 FP- 371.19 FP- 370.67 FP 370.59 FP 369.88 FP= 369.81 \ FP- 369.36 1 / a a up o c o o \ Q I I // �� / n I I O. O. INIM I U FP= 371.26 r FP= 370.67 / r FP= 369.31 • 4 I- / FP= 370.74 FP= 369.95 FP= 369.88 I FP= 369.44 4 1 2.48% I 2.48% FP= 371.19 2.48% 2.48% I I 2.48% // _ I 2.48% f -I 2.48% I 2y 2.48%� Q • - � - - - - - - - - - - - - - - - - -I- - - � - - - - - - - - - - - - - - - - - - - - - / I / FP= 369.36 J CITY OF I / I I 0 N o I ti,o 0ci - Tigar / I I 0 ci / 3>7, / I I 369 = PUBLIC FACILITY IMPROVEMENT / V (PFI) PERMIT NO.: :� I\ -< CC PFI / LAND USE NO.: -Q I I ��'� I I SITE WORKS PERMIT NO.: ' I O - I 00 I Q 0 BUILDING PERMIT NO.: o CC N 0TO3 SCALE: 1" = 5'SOUTH SITE - DRIVEWAY GRADING DETAIL 5 ° 2.5GRAPHIC SCALE ,° 20 0 GRADING DETAILS LL - SOUTH SITE ( IN FEET ) I- o 1 inch = 5 feet 0 DTO3 N W z L' 17 OF 21 z I (./. v I o co 0 371 371 U) -373 373 `��2 372 I CC I J I Q ♦ , P)L FP= 373.72 FP= 374.06 H Imo$ - - - - ems. - - - - - _ - - - - - - _ - - - - - - - - - - - - - - - - -_ _ - - - oLii I W I2.53% 2.32% 2.32% 373.53 2.32% 373.11 2.32// FP= 373.04 2.32% FP- 372.09 2~ `FP= 372.02 2.32Vo 371.60 J 2.32/ 2.32%I I� o R1\/ \ FP= 373.60 0 0 FP= FP= o o - o o FP= o FP= 371.53 0 / o o a c L o o a o o Et �n Iin Lo o 0 0 o I o o N o r \ILr r r r r r r r r Z O Z FP= 373.65 FP= 373.98 FP= 373.52 FP= 373.45 FP= 373.04 / FP= 372.97H FP= 372.01 FP= 371.94 FP= 371.53 FP= 371.46 W DESIGNED BY: RTN I 2.53% 2.32% 2.32% I 2.32% 2.32% 2.32% 2.32% I 2.32% _ I 2.32% [ 2.32% W DRAWN BY: RTN o 0 o a a o a a CHECKED BY: CJD tc)1q o in o oco co 0 0 0 0 p C') I r r r o �TLo r r z 5��,�a P ROFFs�i N- zaj co co 16.98% 12.34% , 16.98% ° - \ i �A� _ �120 c, H O� W 2.53% 2.32% 2.32/o J o o o ,11 2.32% 2.32% 80058PE 9 W D I STA: 1+42.63 STA: 1+55.77 STA: 1+75.57 STA: 1+99.57 STA: 2+10.71 STA: 2+40.57 STA: 2+61.57 U PRELIMINARY FL= 373.07 FL= 373.41 FL= 372.95 FL= 372.39 RIM= FL= 372.13 FL= 371.44 FL= 370.95 8-26-2025 W I TC= 373.57 TC= 373.91 TC= 373.45 TC= 372.89 TC= 372.63 TC= 371.94 TC= 371.01 -STA: 2+64.57k F 2j\�/ STA: 1+78.57 STA: 1+96.57 FL= 370.88. Q m I ,�� `� FL= 372.88 FL= 372.46 STA: 2+43.57/4 TC= 371.38 2 DEsox �/ "D o TC= 372.94 o TC= 372.52 FL= 371.37 0 �. LL o o TC= 371.43 0 .=" 7 RENEWS: 12-31-2025 fD I/ O N N �� I COv 1 . \ 0_, I W 1 0 SW INEZ STREET a W ri I FP= 373.69 1 _ (VARIED WIDTH PUBLIC RIGHT-OF-WAY) _ _ _ 2+00 _ _ _ _ , _ I z o 0 r - , I ° k g aw[� U GRAPHIC SCALE 1 NORTH SITE - DRIVEWAY GRADING DETAIL 5 0 2.5 s 10 20 M z N C T04 SCALE: 1" = 5' ( IN FEET ) 1 inch = 5 feet o v) b Q co I N \ N I N I \` \i _-j J I ZkNi \\ \ I 0 > - 1 I CO y I "n I I > CI CC N V i\________j 1 1 co M N o o CC COI I c) / 1 I = C O o J I I CO3 // �� I I Cr Q o M -�371- / / I cla 0 r op o1 CO 1 P/L FP= 370.07 FP= 370.02 N O - - - - - - - - - - - - - - - - - M H _ \J Lo C� 2.32% 2.32% 2.32% 2.32% r JV"f FP- 370.62 FP= 370.55 FP= 370.14 / \ ♦ I - o 0 0 \ a in LLo. I I o / o o. FP= 369.96 \ i 1 W 1 r r r r W I FP= 370.55 FP= 370.48 FP= 370.06 ° ' FP= 369.95 \ i - - - - - - - - - - - - - o 2.32% 2.32% 2.32% 2.32/° ,2yo � \ a (� I 5.60% \ FP= 368.86 o o 0 0 T. o FP= 369.99 co Z • co '-1r \ 6� a� _I I 16yo 112.34% 2.32% \ `c9n`r? L. �i \ r • a I I 2.32% - A 2.32% 3.36% \ 0 STA: 3+03.78100 I FL= 369.97 / ` FP= 369.01 Q TC= 370.47 STA: 3+29.64 _- c G TC= 36987 . - -- - -- T' igard• y ISTA: 3+06.78 OCITY T Y O F FL= 369.90 \ o STA: 3+27.78 0 I `\ TC= 369.96 0 o FL= 369.42 I \ o N STA: 3+24.78 TC= 369.92 N \I \ FL= 369.49 I \\ 0 Q �� W, -=- TC= 369.55 \ = PUBLIC FACILITY IMPROVEMENT \ o I (PFI) PERMIT NO.: :� I \ SW INEZ STREET PFI - (VARIED WIDTH PUBLIC RIGHT-OF-WAY) LAND USE NO.: 3+00 /FP= 369.20 _ _ c3 tp \I F3 SITE WORKS PERMIT NO.: ,� _ JFP= 368.82 0 - II / BUILDING PERMIT NO.:S' CC 1 N GRAPHIC SCALE („ 5 0 2.5 5 10 20 2 NORTH SITE - DRIVEWAY GRADING DETAIL O GRADING DETAILS . U- - NORTH SITE T04 SCALE: 1" = 5' ,, ( IN FEET ) o 1 inch = 5 feet o DT04 N W Z 18 OF 21 CITY WATER DEPT STANDARDS PLUMBING CODE SIDEWALK ADJACENT TO CURB OUTSIDE OF WITHIN 12" BEHIND SIDEWALK m , o PAVEMENT PAVEMENT OR BEHIND CURB r r a__ - - WHEN NO SIDEWALK THRUST BLOCK CITY APPROVED FLANGE COUPLING 9 E RETAINER GLAND BACKFLOW DEVICE P L;, ) _' ' _- ADAPTOR i Fs I�- HI l- ) c� 2" OR 1 1/2" 17"X30"X12" ROTOCAST METER BOX ' ' T (f) 18" CAST IRON 910 BOX METER W/17"X30" ROTOCAST LID W/TOUCHREAD HOLE �� >`j�� \ 1 . ��I 12" MIN '��I. :� •:.a dad'.•fV6••-:--... _ __ w PROVIDE 24" BY �fIImm■II'731 II 11'1"5 r� I 'Y� rRY/ ' !•-�:o,P.7. t -'�'/ �'!'�'� r�i�i�i�r�i�r�i�i� 4" THICK CONCRETE CI �� I �� I �� ' �� !�i �r. r • • • • • MEGA FLG 1%� j 4" DRAIN RCC \ \ \ \ \ \ \ y, . `" PAD (SEE NOTE 4) �.:�� ."%�;! �.!y` ��%; iiiiiiii : ' .�yy+�:�+Iy i�;!•,�y�..,�f ��+ y� OR EQUALMI11] ArgilTAR PARER (MOIST) HAND TAMP BACKFILL t!� MI 11 CONTRACTOR TO SEAL ALL Ph's ,;, 6" DUCTILE IRON -IRE w AROUND TOP SECTION r 6" MIN. Il __ ll OSHA APPROVED LADDER , OPENINGS IN VAULT WITH i'•%� %i• / RESTRAIN ALL JOINTS W/ 9 [L_I 1 12" MAX. �ICI •i. �i.•, ¢ WITH ALUMINUM LADDER NON SHRINK GROUT PRIOR �,�._-�.,, .�o. 1 s.•�' "FIELD LOK" OR EQUAL GASKETS o EXTENSION BY UTILITY �■�� TO BACKFILLING \� �� 1 i IIII I / 2" FLG X COMPRESSION ANGLE /. STOP (FITS 1 1/2 " APPLICATIONS) VAULT �� \�y �� • '- v v ' �` o _ _ c r 6" ASTM 3034 PVC } MJ X TAPPED PLAN / 4 \\ 6" MFGALUG RETAINER / /`- ' r z 2" TEE GLAND (EBAA IRON) DESIGNED BY: RTN CONCRETE F ER 6" GATE VALVE/ DRAWN BY: RTN 2" TYPE "K" 3" MIN. 6" MAX. R r c K OPERATING NUT EXTENSION COPPER PIPE DRAIN TO CURB OR FI G. x M.J. L M.J. x 6" FLG. TEECHECKED BY: CJD jr (SEE DETAIL NO. 505) GROUND LINE ■ ■ �� `I ` DAYLIGHT SIDEWALK WITH PLANTER --- 2.0' -- �-� �= I i STRIP AT CURB o ��D PRO ' 3" MIN CLEARANCE I ��' S� MAIN LINE ;�li ^,��i �5 c, I �.�' /0� ( �� ON OPENED C� _ COPPER BENDSIii 3" MIN. �c, OS&Y VALVE BREAK =LANCE 80058PE 9 2. - AS NEEDED MEGA FLG OR EQUAL ,\ \\/\//t / // MAX. PRELIMINARY ? •-• 2" MIPT X COMPRESSION CORP RETAINER GLANDMk In. _ INLINE CHECK VALVE �\ /�`%/ \ /\/� . NOTES: /.✓ '//�tC l....41Mi!AttMr•�.tVt" "4.'°' P _ ):..II III!.iIIp..,�Ii�II Ist:...• qo`/"CONTRACTOR TO INSTALL m•II�IP1Ilrrll�l.l�l�' RODENT 1. HYDRANTS TO 8E MUELLER CENTURION, A-423,(OR APP'D EQUAL) 6" MJ, 5 1/4" \< 7'CONCRETE BALLAST 3 CU. YD. IF+�' . �11� SCREEN MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: \ \ \��\�� \��\��\j\\\ MIN. WHERE FLOODING OR II STAND AND i�_ _I� A. OIL RESERVOIR �ES� NOTES: �� % \` / BRONZE \/\//\ / \/ HIGH GROUNDWATER EXIST •e B. BRONZE SEAT RING NUT (TYP.) �r DRAIN TO DAYLIGHT OR RENEWS: 12-31-2025 1) VALVE BOX NOT TO REST INSTALL SUMP PUMP D. WEATHER SHIELD CAP . CONTACT CITY FOR ON OPERATING ASSEMBLY. NOTES: E. SAFETY SLEEVE COUPLING 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90' ANGLES TO ELEVATION PUMP SPECIFICATIONS F. THREADED NOZZLES WITH "0" RINGS' 2) OPERATOR EXTENSION METER LOCATIONS. HORIZONTAL & LEVEL. G. NATIONAL STANDARD THREADS REQUIRED WHEN VALVE NUT W o 2. BANKED 2" METERS SHALL HAVE 24" MINIMUM DISTANCE BETWEEN 2. SAFETY CHAINS TO BE REMOVED. w Z o 0 IS DEEPER THAN 3 FEET c „ 24" SERVICE TAP INSTALLATIONS DOUBLE CHECK VALVE ASSEMBLY 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED A-1 C7 M F FROM FINISHED GRADE. 12" MIN Z q- 3. IF 2" METER IS LOCATED IN SIDEWALK AREA THE METER BOX NEEDS TO BY DISTRICT FIRE MARSHALL. v UTILITY VAULT BILCO DOOR 24" MAX a W M 3) CENTER VALVE BOX ON BE 28"X27"X12" ROTOCAST. IF TWO ARE BANKED THEN THE ANGLE STOPS SIZE OR *EQUAL OR *EQUAL FLOOR TO BOTTOM 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. I--1 AXIS OF OPER. NUT. NEED TO BE AT A MINIMUM OF 30" APART. 3 660-WA J-5AL OR DEVICE 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. Z o 0 a 5ZZ WA J-5AL 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. • F" 4) PROVIDE 24" SQUARE BY 4" THICK 6 676 WA J-5AL 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED CONCRETE PAD AROUND VALVE I 24" 8 687-WA JD-3AL BY ENGINEER. • Z a w BOX OUTSIDE OF PAVED AREAS 10 5106-LA JD-3AL ' 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. p AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD • CITY ENGINEER APPROVED EQUAL 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) U ON THE 4 1/2" PORT. o APPROVED BY: APPROVED BY: APPROVED BY: i. ,, ,_ru,.�i�i APPROVED BY NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE acre IN LORI FAHA, P.E. ci N OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. a OREGON THEODORE S. KYLE, P.E. MI FIRE HYDRANT - p 11/ TYPICAL GATE DWG. NO. ■ ENGINEERING DIVISION 2 & 1-1/2 DWG. NO. II ENGINEERING DIVISION DOUBLE CHECK DWG. NO. ENGINEERING DIVISION O ENGINEER DWG. NO. a3 ENGINEERING DIVISION 071•ENGINEER 07Y ENGINEER CM ENGINEER PI IR1 IC,WORKS DEPARTMENT I . PUBLIC WORKS DEPARTMENT I PUBLIC WORKS DEPARTMENT I I PUBLIC WORKS DEPARTMENT //�� 13125 S.W.HALL BLVD. C 13125 S.W.HALL BLVD. 503 1 I3IU S.W.HALL BLVD. WATER SERVICE 52 13125 S.W.HALL BLVD. VALVE ASSEMBLY 532 I7GARU,ORCC$)!V 97223 AUGUST zo,s ASSEMBLY R TIGARD,OREGON 97223 JANUARY 201 1 VALVE TIGARD,OREGON 97223 JANUARY 201 1 TIGARD,OREGON 97223 JANUARY 201 1 L Z'jj',) VOICE:(503)639-1171 5 42 TIGARD VOICE:(503)639-4171 GARD VOICE:(503)639-4171 TIGGARD VOICE:(503)6394171 FAX: (503)653-7297 APPROVAL DATE ; Q , FAX: (503)684-7297 APPROVAL DATE PAY[(503)684-7297 APPROVAL DATE _ - FAX: (503)684-7297 APPROVAL DATE 18" CAST IRON 910 BOXES 3 �� '-0" 6'-0" FINISHED GRADE H \\\ ‘,/ 4" MAX. ? a = _ W r ........ :' `;.. Z D a a . m o L7 l Ji,�iL , • , z W W 05 in_ 0 4a1.lI a 2 CO TYP AT A = id2" BRASS PLUG J RI z o w m Ir (031403dS sv) GATE VALVE HAND TIGHT W o W a r .0-,9 01 ,0-,> 1 Cn o (SEE DETAIL N0. 503) Q ii 2" ADAPTER COPPER o In m Tr CNI SWEAT TO FIPT y IQ W i ;••.••••:::::41 \ p!,,,. 2" COPPER TUBING a 2 d x �••••••..•••••. ./, /. /././ CI CNI 4; u pi r L.1 1.cetna a x u a_ w r I ''I. I i Q O N. 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CAP WITH MFGALUG • .••.•• ..•••4 r O THREADED BRASS PIPING RETAINER GLAND o ,••.t� :��:� \� PLACEMENT OF FIRE 1:• : :�, '`:: :; MAY BE USED IN PLACE OF \\\\\\` 1. .. Qa $••• HYDRANTS OVERRIDE \`\.\ \� '' ':`:•�z;�•:S:i COPPER TUBING PLACEMENT OF VALVES. Y e, "••"'••" ••' • o. •. 1m.••••/ o PERMANENT >� (03L�a3/Js sd) :::..•::::: FIRE HYDRANTS MUST J `" """""' BE PLACED AT TANGENT m �� rn I- I- -I ,• •❖••:%o'••❖•❖••1 \ `� °' OF THE CURB ARC. N y y $ a cam o a .0-,9 at .0-,4 � 0-£ I. •��►�.•��• Z to ♦•.....•••/ 1• ♦•.•.•.•••• \ TYPICAL PLACEMENT OF VALVES. z a '• OO••••O•\4•••••A STREET PLUG OR '3<< ci W ,• . . • ':::4•:4 � o PLACE VALVES AT THE TANGENT � g J J� �� u z ��• ••••••••••• > � EDGE OF PAVEMENT OF THE CURB ARC. 7' IN FRONT m m m m�<s m ..........:•O:':❖, PHASE BREAK MAX. 500' ., �,•..•..•.....•. MJ GATE VALVEal BETWEEN VALVES OF FACE OF CURB AND/OR 10' d MI .z�� >- ""••"•'••'" FROM CENTER LINE OF ROAD �" L-I-I I-IeJ,`� c'`% `/ AND VALVE BOX o 0 o u rna \\n\�\�\�\.o�\/ ,/ R, I 1 h z 1'-0" ti'x i iri000•ii'�O.Oiii'�\\' '\ •' 1 COMPLETE � - •........ r•••••.y•.••••► REQUIRED m _ .A a ,,,,,,,,,,,%,i r••••••y••..•••> \ z W z r•.••.•4•.••.r.\ ✓\/�j� NOTES: o�,, o g''In Wr Q Z N �•.••�• , Z Z0 MI r ® ® 1. VALVES ARE NOT TO BE LOCATED IN CURB AND GUTTER AREA - N N N i a a $ I N '/INC -/�'�\�/ '\tip.A\\''\u / \\\' .- \!� X�f 2. VALVE BOXES ARE REQUIRED AT EACH VALVE LOCATION z ``' o �� r•• m. 1 UNDISTURBED EARTH 3. VALVE BOXES CONSIST OF 6" ASTM 3034 PVC RISER o o C Rmin Z AND 18" CAST IRON 910 COVER m . 03 1.1 � CITY O F MECHANICAL FIELD 4. MAXIMUM SPACING FOR VALVES IS 500 FEET RESTRAINT REQUIRED W y ] o `� a �_ 5. ALL VALVES ARE TO CONFORM WITH AWWA STANDARDS z W a AI z a iiii a r o 6. GATE VALVES ARE REQUIRED FOR 8" AND SMALLER PIPE. tz<z z = W ;.;::,;:::;;:;:;; �,,,,, ,,/ 03 C.D 7 W 0 C9 ....: ..•.•:...•.•:...::.. Et- TO BE DETERMINED .ZI�II:I=I.�I:: / 7. BUTTERFLY VALVES ARE REQUIRED FOR 12" AND LARGER PIPE. ;, Q IN THE FIELD M PUBLIC FACILITY IMPROVEMENT TEMPORARY ix (PH) PERMIT NO.: o 11 CITY OF TIGARD APPROVED BY NO SCALE CITY OF TIGARD APPROVED BY: NO SCALE PFI - OREGON THEODORE S. KYLE, P.E. /� OREGON THEODORE S. KYLE, P.E. TYPICAL VALVE CHAIN LINK FENCE H ENGINEERING DIVISION CM E €ER 2� STANDARD DWG. NO. CM ENGINEERCfl `j i PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION DWG. NO. LAND USE N O.: . PUBLIC WORKS DEPARTMENT1 AND GATE CleanWater ServicesCO TIG25 ARD, OREGON GBLVD.N972 570 T13IGARD, HALL BLVD. AND HYDRANT LOCATION 575 TIGARD TIGARD,oREGON 97zv JANUARY 2011 BLOWOFF TIGARD,OREGON 97223 JANUARY 2011 Z a y IGARD VOICE:(503)6394171 i IGARD VOICE:(503)6394171 FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE DRAWING NO. 740 REVISED 12-06 O SITE WORKS PERMIT NO.: •� I U BUILDING PERMIT NO.: C. CC N co 0 STANDARD LL DETAILS o o DT05 (6.: NI z E 19 OF 21 STOP SIGN LOCATION w (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK L`'CURB JOINT PERMANENT SIGN INSTALLATION) STRIPING Lv '~)Q = SEE STD I 1 o DETAIL NO. 146 } PC/PT wz �_ \ , 5' MIN. SEE NOTE 5 ROW 8, mUov U I SIDEWALK z(wn�y p z w , .. ; �2%r •* CURBSIDE cc � o ROAD f ::..rr x,,,.l, 2Z: •:.c ,N,1.:,; 3/4" R 6 EDGE `�'1 Sopo�� (r� .. • r ' " li f. =1F II'- '�� O TRgN 'tee Ar.5,- nn/a Z w ..' =,7,.., 1 L_. S .. stop ��ACP- 1 J2" OF 3 4"-0" BASEROCK `V��F COMPACTED SUBGRADE 6 --f- DRAINAGE BLOCKOUT TRUNCATED DOME 6 I L ° 3 I.D. SCHEDULE 0 DETAIL -s: : /s1L DWV ABS OR PVC) \�0 M 8 w -- PIPE W COUPLING �F1 �" / (n� 1- • SIDEWALK ADJACENT TO CURB o/j�jj�j/� ° ° ' • 16" ' ) ® ® 0 ( �\P� •..•CP.:.9, �w Q ,00o °o oo \� OO po po �� P � aw H- • o Q� EXPANSION �w Z o -PLANTER �� - 5' MIN. ROW A O O 0 Cl a . 4 ) Qo © © ( p IR PQ\J�F. JOINT (TYP) oa z STRIP . 2% 6„ •QO O oO U Y w �.. O O O ( W fr QZ oo= DESIGNED BY: RTN y .. .;:: :.-• o ° ° �„� s� 3 d PC/PT aza DRAWN BY: RTN ROAD _ • (,�wo- o CHECKED BY: CJD . oZEl- 13jKEF- '.• J 9" ceJ 2" OF 3/4"-0" RAMP TEXTURE m�a w `�Q�D PROFFs��BASEROCK COMPACTED SUBGRADE zw� NI- CC .5 , c, ( N H COMPACTED SUBGRADE PATTERN DETAIL PLAN VIEWin o NOTES: ion_ o 0i. 80058PE ,---- SIDEWALK AWAY FROM CURB EXPANSION JOINTS: 1- o PRELIMINARY A. TO BE PROVIDED: w ao 8-26-2025 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. 1) AT EACH POINT OF TANGENCY OF THE CURB. 4' - - - 4' 6" ow `� o 2) AT EACH COLD JOINT. a_� .4 I- VG 4 7, I ��/ 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. _ - I 12. 1 FLUSH - } o m /S �. DES\-1 3) AT EACH SIDE OF INLET STRUCTURES. _ 2�-� Q 4) AT EACH END OF DRIVEWAYS. ,,•rff,z;�a�rr,;� aL . -<' t < J 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT -11-11=1 ~ IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. _ _ �p_IL-1L p. _� _ w o J PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT - �, }n- z = RENEWS: 12-31-2025 SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL �- . o o 0 0" o ° 3r 4 P.C. CONCRETE o 0 0 0 0 0 _ o (n WITH A MINUMUM THICKNESS OF 1/2 AND SHALL COVER ENTIRE CROSS II 11: ��o°o°o° 0000 0 >w F- w 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. ---- = 0 o 0 0 00000 0 0° oQ v THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 2" 3/4'-0' AGG. BASEROCK 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART Z0 OJ W Z_ o 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. SECTION A-A ow wo (n a C7 M o OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE d J �� Q o a Z M A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. NO1ES` ww o W " 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. co m m= ili w J I--( 9 0 7-7 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE 0 > ¢ 0 - J0 Z SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 EDGED ON 4 SIDES. U p � o OVER PIPE. 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. ° " 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES ON ALL SIDES.. �¢o • Z a `� 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 5. COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. O 6. SEE STD DETAIL NO. 146 0 1 APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: - CITYOFTIGARD NO SCALE CITY OF TIGARD NO SCALE CTIYOFTIGARD NO SCALE ClIYOPTSGARD NO SCALE L OREGON MICHAEL A. STONE, P.E. CONCRETE OREGON MICHAEL A. STONE, P.E. ENGIN1?raiNc 1)IV I tN - - STANDARD oREGON MICHAEL A. STONE, P.E. ■ PUBLICWOR6tiut r.\a7\u N.t. OTT ENpNEER Dwc. N0. ENG1xEERDJGDIVISION DWG. N0. ENGEVEEBINGDIVISION WHEELCHAIR RAMP oREGON MICHAEL A. STONE, P.E. ill ply ENONEER pry ENgNEER DWG. NO. HNG25ALLBLV . pTM OVEDEER DRIVEWAY DWG. NO. N ' 13125 S.IT.HAI.i.nt.l D. ■ PUBLIC WORKS DEPARTMENT RR- PUBLIC WORKS DEPARTMENT I ■ PUBLIC WORKS DEPARTMENT l IGARD,ORT:GO\9"2.n JANUARY 2013 SIDEWALK 20 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.s.W.HALL BLVD. 1 T7GARD,OREGON 97223 JANUARY 2013 CURB 1 25 TIGARD,OREGON 97223 JANUARY 2013 STANDARD CORNER 1 28 TIGARD,OREGON 97223 JANUARY 2013 APPROACH LOCATIONS 1 40 VOICE:(503)639-4171 - 'i'IGARD VOICE:(503)639.4171 TIGARD VOICE:(503)639-41n TI VOICE:(503)639-4171 j ° FAX: (503)681-7297 APPROVAL DATE FAX: (503)604.7291 APPROVAL DATEPAZ•(503)60¢7297 APPROVAL DATE FAX:(503)60H7297 APPROVAL DATE a� oA 0 ' . ct As required in Off typical sections c( Street of construction 32' -r Street plans EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING 16' 16' 8" EXISTING DRIVEWAY - r -1 I Area `� -,, MATCH WIDTH & GRADE /I 1' T-cut (see 20„ ► `________:: AI AI AI. MIN. A T ' AA /R/W LINE Surfacing / A note 1) t TYP.T ► I_________::��A I 5' MIN. If SEE NOTE 3 Topsoil or as r % II.'' ' ' ' ' ' ' ' ' ' ' ' '' '' ' ''A VARIES I / GROUND 45' `�/ O LJ.I Ndirected Base Material AC / ��'�v „� > N 5'tMIN 2% SIDEWALK / / I 12" V♦ a 0 0 00°O0 o Oo'p O T o 00°0 o Oo p O SEE POST M 00 f �+ 0 o 0 0 000 0 0 0 0 0 000 0 0 > 1.0 N . �0 0 00000 0 0OAB o0000 0 . AGGREGATE BASEROCK SUPPORT DETAIL a U o000000 0o O000000 0 M N ai 0400400000 t 000000000•2 O ti LANDSCAPE �-NOTE 3 N-LANDSCAPE av1 > -I -0 pI I;I -1 -1 , , I U . r Q) a STRIP SEE NOTE 2 STRIP v o s U 0 I I=�_I-I I I-I - COMPACTED SUBGRADE O ci c3 Z (n - +� I X v - +, E O o w U o :� _ 0 1. MATERIALS: 00 a AI I 1 o ( a� , LOCAL STREETS: V) Q 30' MAX -op� '.I:. A N j N " O 2" X 2" X 63", 12 GA. GALV. PERFORATED STEEL 3' + 3' a� AC - 6" CLASS C ASPHALTIC CONCRETEin '1 o �.,, (n s (nPOST. 10' MINA .� +� �„ O o AB - 4" (1-1/2 - 0") AGGREGATE BASEROCK CC ojf �, i 0Wia i■ PLAN �/ 0 a N 0C 0 0 M a OR 3„- - 2 1/2" X 2 1/2" X 18", 12 GA. GALV. PERFORATED 0 o R/w �P� CV •a (n AC - 8" CLASS "C" ASPHALTIC CONCRETE GROUND O STEEL STIFFNER POST. Q al 6" L. R�JE 0 '� 11' CO Q\ L QT �� \� V �\" 2 1 4" X 2 1 4" X 36", 12 GA. GALV. PERFORATED o / PROJECTED TOP O i� , U of C / / 0 r 3 4 co OF CURB 2% MAX _ �- Q _ t Q MAJOR COLLECTOR STREETS: i O STEEL ANCHOR. j •° ' 6" Min bedding 6" 6" �� `� 3/8" X 3 1/2 GALVANIZED HEX HEAD BOLT WITH 03 STREET T 8- °°°° AC - 9' CLASS "C" ASPHALTIC CONCRETE, 0 „ - II�° °- °-11i_I -rl �Rr below outside of AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK LOCK WASHER, OR 5/16 CORNER BOLT. -III=1 ' k'q y pipe bell 3 4" - O" MIN MIN O 7/16" X 5", GALVANIZED CARRIAGE WITH FLAT AND o •p� •o • .• '• . : 11[011 crushed aggregate -: H LOCK WASHER, 2 BOLTS PER RAIL PER POST. ° °0a ° c'' - Ip 000 00 : :.t,.e..:o •... , ,.. 0 0 00 0Illll�li-'1'i"11i � i ' �� .1 0 2" X 8" CROSSRAILS WITH REFLECTORIZED RED AND 00°o 0 o 5i-`-.. . 04 i� �, ��i WHITE CROSS RAILS. 2" OF AGGREGATE 2' Min Trench \\�j/\\\��\� �%/\\/ O 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ,II SECTION A-A (3/4"-0") COMPACTED foundation �4.\\�.\•l%�%\\� p FOR STREETS AND HIGHWAYS AND THE OREGON a stabilization SUPPLEMENT. MI NOTES: if required 1 0 3F-1 BARRICADES r o NOTES: 6C-8 BARRICADE DESIGN 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 6C-9 BARRICADE APPLICATION IIIIIIIIIIIV c NOTE: 1. JOINTS TO BE TACK AND SANDED WITH BITUMINUS ASPHALT EMULSION.. POST SUPPORT DETAIL Z 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 2. ASPHALT PLACED IN MAX. 3" LIFTS EACH COMPACTED TO 92% MIN. 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CITY OF 1. 1' T-CUT FOR PIPE ONLY PROJECTS. ACCORDANCE WITH THE CURRENT STATE OF OREGON O& "' 3. EXPANSION CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 2. JOINTS TO BE TACK AND SANDED. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. i o 4. BARRICADE FOR SIDEWALK IS SIMILAR. a Q APPROVED Br: APPROVED BY: APPROVED BY: APPROVED BY: m PUBLIC FACILITY IMPROVEMENT CIISCOFTIGARD NO SCALE CIZyOFTIGARD NO SCALE crlyOFTIGARD NO SCALE CITY OFTIGARD ' NO SCALE (PFI) PERMIT NO.: -- ORI3GONill LORI FAHA, P.E. - OREGON MICHAEL A. STONE, P.E. - II oRBGON MICHAEL A. STONE, P.E. oRBGON MICHAEL A. STONE, P.E. ENGINEERING DIVISION pTy ENgNEER STANDARD DRIVEWAY owG. No. ENGINEERING DIVISION TRENCH DWG. NO. ENGINEERING DIVISION PAVEMENT DIG-OUT DWG. No. ENGINEERING DIVISION STREET DWG. No. PFI - ,S PUBLIC DEPARTMENT I ■ PUBLIC WORKS DEPARTMEN1 CITY ENGINEER 13125 S.W.HALL BLVD. 1 137ZS S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. -Q TC WORKS EGox97273 JANUARY 201e w/LANDSCAPE STRIPS ■ PUBLIC WORKS DEPARTMENT pTM°1q1� I ■ PDBLICWOR64DEPARTASEN7- pTM°1q1� GARD TIGAR ,ORE39�rn - 1 41 TI�,><ABD oI�a5003,619.4171 7 JANUARY 2013 BACKFILL 80 T,GARD,oaHcox9722i JANUARY 2013 AND REPAIR v 1 82 TIGARD,oascoxm23 JANUARY 2013 BARRICADE 1 92 cn LAND USE NO.: o TIGA�D VOICE:(503)Qi9 41n TIGARD VOICE:(503)639-41n FAX:(503)6047297 APPROVAL DATE FAX: (503)684.7297 APPROVAL DATE FAX:(503)684-7297 APPROVAL DATE PAX:(503)684.7297 APPROVAL DATE a Z SITE WORKS PERMIT NO.: •� O - 1 U BUILDING PERMIT NO.: C. N co 0 STANDARD LL DETAILS o 0 DT06 (NI z 1 20 OF 21 la I i CHAIN LINK FENCE NOTE ❑ • ;, - r _ x� _) 0 9 _ ��/L_x _ -1 KEYNOTES FOR THIS SHEET "'.� ° E X- - =Piggy THIS PROJECT MUST OBTAIN DEQ 1200C PERMIT. MARK - DESCRIPTION o :.: 11 - PROVIDE BIO-BAG AND SILT SACK PROTECTION AT FIRST DOWN STREAM c. i I CATCH BASINS PER DETAILS 4.3 B AND 4.3 G. z w EMERGENCY CONTACT: NICK DANIKEN AT 503-473-8870 e da, I �_��.� -'� �s� � • • ��=� * =�;; O 0 ° _ �_=� I,1=1 1 1_�1►�1 I_ a _ i v• I DRIAWA'• ° C w 08.0 EROSION CONTROL NOTES cL a' A I� °'{• 1. APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF --:Th ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND OFEDERAL REGULATIONS. �Ia I I I I I 2. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, 11±1 • r I AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL o CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL JURISDICTION, AND x VEGETATION/LANDSCAPING IS ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR • a 1 LOT 1 LOT 2 LOT 3 I MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE OWNER CONSTRUCTION IS COMPLETE. Z 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY MARKED IN THE 9,073 s.f. 7,962 s.f. 7,921 s.f. DESIGNED BY: RTN FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND I THE CLEARING LIMITS SHALL BE PERMITTED. THE MARKINGS SHALL BE MAINTAINED BY THE DRAWN BY: RTN 4 I APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. CHECKED BY: CJD • 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND a PROF 1 I SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE c Fr.f °a' I I APPLICABLE WATER STANDARDS. c�5 `' H ' �' q . I I 1 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE .,, 80058PE INSTALL (3) BIO-BAGS IN I CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AND PRELIMINARY MODIFIED BY THE CONTRACTOR/OWNER AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO FLOW LINE AT 3' O.C. 1 : I I I 8-26-2025 ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. d �� I 1 xI 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED VG'�'F 7 2°�r �� AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. S �• pEs�p� I I 7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 THE BARRIER HEIGHT. a� �' I - ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING I \ I ' a OPERATIONS SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. cn RENEWS: 12 31 2025 �- 8. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND 0 Q MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO P/L _ - - - - _ - - - - - -P/L - INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. W ,. ROW Row I 9. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES Z o •° I o��Ro\� - - - - _ - - - - oLC ROW - - - -- - ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. a Z S ® _ 10. THE CONTRACTOR SHALL EMPLOY BMP'S TO PROTECT THE PUBLIC RIGHT-OF-WAY FROM SEDIMENT �_ W M a. °a = ■I DURING CONSTRUCTIONS. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY rY o M 00 '-"-'�' AS POSSIBLE. a 17. ° I INSTALL (3) BIO-BAGS IN 11. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF CONSTRUCTION. a © FLOW LINE AT 3' O.C. 12. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED FROM OCTOBER 1ST THROUGH • v) a w - - - - - • - • e. • �.`. - - - - - - - - - - - - APRIL 30TH, THE WET WEATHER EROSION PREVENTION MEASURES WILL BE IN EFFECT. SEE THE p EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (CHAPTER 4) FOR U STAIRS 0 Q SW INEZ STREET REQUIREMENTS. o �� :°`I (VARIED WIDTH PL°BLIC RIGHT-OF-WAY)! 13. THE CONTRACTOR/DEVELOPER SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY M ESTABLISHED. •a Virer.A9n, i Q 4• I• / '� \ / 3 1 /a / ® 14. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN ° °` �� - - _ - - a APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, 0, _ RCM _ _ _ _ _ _ __. .____ _ _ _ _ _ _ _ ��w ° ° { RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). °� o 4 .# ,...__ _ o o o �/L o • a.1 15. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM FROM VEHICLES ONTO ROADWAYS o _ _ _ X III 1: > . ° OR INTO THE STORMWATER COLLECTION SYSTEM SHALL BE REMOVED OR CLEANED UP IMMEDIATELY, o 0:: 1: ior AND NO LATER THAN THE END OF THE WORK DAY. THE USE OF WATER TRUCKS TO WASH THE Si I Zt:r!�' a MATERIAL OFF THE ROADWAY IS NOT ALLOWED. WATER TRUCKS MAY BE USED IMMEDIATELY BEFORE ISWEEPERS OR VACUUM SYSTEMS TO LOOSEN SEDIMENT, PROVIDED THAT THE DISCHARGE TO THE m Q. :�• I• STORMWATER COLLECTION SYSTEM DOES NOT OCCUR. a; el Q • Z Q a 1 G. .� ° o ° - 10.0 SEDIMENT FENCES 1 _I I , 4 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE O > o C -� I I I . a° BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE a CO a II I SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND BOTH ENDS Lu .. . SECURELY FASTENED TO THE POST. CI N dI I I 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE M N o . .. ,1,.-: FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE 0 N. J I GROUND A MINIMUM OF 24 INCHES. r 0 :: ai I _I e . 4 •• 3. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. �-�I LOT 1 LOT 2 LOT 3 LOT 4 L q FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. ALL EXCAVATED MATERIAL FROM FILTER co I I 7 718 s.f. 7,576 s.f. 7,577 s.f. 9,154 s.f. I a FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND COMPACTED, ALONG THE ENTIRE 0 of DISTURBED AREA. Cn cc co W I I 1 4. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT Q N ❑ ' O I : : ° BEFORE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 0 r (f' - I 5. SEDIMENT FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL ANDCC di I O I W x - I ' 4. ° .- a AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE 0 : ."I II !..n' a IMMEDIATELY. Q LO U a '� I I I I I I 1 • WOOD RETAIN 0 A U 4� a 11.0 STANDARD NOTES FOR TEMPORARY EROSION CONTROL GRASSES r '"' :. 'e a 1. PERMANENT COVER MUST BE ESTABLISHED PRIOR TO THE REMOVAL OF ANY EROSION CONTROL -1,- 4 Ct, I I I I . . - MEASURES ON ALL EXPOSED GROUND SURFACES AT THE END OF THE CONSTRUCTION PERIOD. a ; 2. TEMPORARY GRASS COVER MEASURES MUST BE SEEDED BY SEPTEMBER 1 AND FULLY ESTABLISHED a n • ` CI 4 a BY NOVEMBER 1 OR OTHER COVER MEASURES WILL HAVE TO BE IMPLEMENTED UNTIL ADEQUATE o /4. . Q I �': ° . GRASS COVERAGE IS ACHIEVED. o Ci) I x La 3. HYDROMULCH SHALL BE APPLIED WITH GRASS SEED AT A RATE OF 2,000 LB/ACRE. (SEED MUST BE `A0 ° =a_�;`�_=d_=�=� � . IAPPLIED AT 275 LB/ACRE.) ON SLOPES STEEPER THAN 10 PERCENT (10%) OR WHEN APPLIED BETWEEN WO �a __.___.__;,�_L�L o U U oTj.� SEPTEMBER 15 AND APRIL 15, HYDROSEED AND MULCH SHALL BE APPLIED WITH A BONDING AGENT II.� x (TACKIFIER). APPLICATIONRATE AND METHODOLOGY TO BE IN ACCORDANCEWITH SEED SUPPLIER �� oa RECOMMENDATIONS. W.916 ,,will,. 4. IFSTRAWISUSEDINCONJUNCTIONWITHHYDROMULCH, ITMUSTBEDRY, LOOSE, WEED FREE, ANDr. . APPLIED AT A RATE OF 4,000 LB/ACRE AND SHALL HAVE A MINIMUM DEPTH IN PLACE OF 2 INCHES. O' j1: IX m. ANCHOR STRAW BY WORKING IN BY HAND OR WITH EQUIPMENT (ROLLERS, CLEAT TRACKS, ETC.). - -7 I I II 5. STRAW MULCH SHALL BE SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING. t AV a 6. SOIL PREPARATION -TOP SOIL SHOULD BE PREPARED ACCORDING TO LANDSCAPE PLANS, IF Z X? TTERBURY LANE O I I 41\ AVAILABLE, OR RECOMMENDATIONS OF GRASS SEED SUPPLIER. IT IS RECOMMENDED THAT SLOPES O • CITY OF o PUBLIC RIGHT-OF-WAY) I BE ROUGHENED BEFORE SEEDING BY "TRACK-WALKING" (DRIVING A CRAWLING TRACTOR UP AND II DOWN SLOPES TO LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO SLOPE CONTOURS) OR OTHER P I r o 13 ° ,.„. 4.„„„.:,„,,,.�; I LOT 5 METHOD TO PROVIDE MORE STABLE SITES FOR SEEDS TO REST. 8,760 s.f. I 7. SEEDING REQUIRED SEED MIXES ARE AS FOLLOWS. SIMILAR MIXES MAY BE SUBSTITUTED IF Q . 6- - ___i i a \{ IPUBLIC FACILITY IMPROVEMENT - - ca I ;�_�_.�:�,�_�__�__.� �^.�__� 1 APPROVED BY THE CITY AND STILL TOTAL 275 LB/ACRE. '=W.tr t� '-treZI A. DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE): DWARF PERENNIAL RYEGRASS, 80% BY • PFI PERMIT NO.: �. • ; I / x I WEIGHT; CREEPING RED FESCUE, 20% BY WEIGHT: 275 LB/ACRE. PFI - ® %=I_- ;- =I�- B. STANDARD HEIGHT GRASS MIX: ANNUAL RYEGRASS, 40% BY WEIGHT; TURF-TYPE FESCUE, 60% BY n 1 • I � �' WEIGHT: 275 LB/ACRE. - L - - - - - - LAND USE NO.: -I LI _ x w� x_ _ X x x x x x x x-EL=x x P/L _ �c x _ �c x Pig 8. FERTILIZATION FOR GRASS SEED IN ACCORDANCE WITH SUPPLIER'S RECOMMENDATIONS. Z a 110 DEVELOPMENT AREAS WITHIN 50 FEET OF WATER BODIES AND WETLANDS MUST USE A SITE WORKS PERMIT NO.: -i:D1 NON-PHOSPHORUS FERTILIZER. CU O 9. WATERING - SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTABLISH GRASS. SUPPLY m . 4 . � U BUILDING PERMIT NO.: o • WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PROVIDE ADEQUATE MOISTURE WITHOUT N GRAPHIC SCALE CAUSING RUNOFF. EROSION AND 1 EROSION AND SEDIMENT CONTROL PLAN 20 0 10 20 40 80 10. RE SEEDING AREAS WHICH FAIL TO ESTABLISH GRASS COVER ADEQUATE TO PREVENT EROSION 0 SEDIMENT 0 SHALL BE RE SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED, AND ALL APPROPRIATE MEASURES c_ SCO20' IN FEET ) TAKEN TO ESTABLISH ADEQUATE COVER. CONTROL PLAN N 1 inch = 20 feet O ESCO1 Z 21 OF 21 EXHIBIT K EROSION CONTROL PLAN 1200_ . pLA _ \ s . 4" ,. „ 1 Mi A = = - TI[ -ARD SU oll DIVSION ,,, _ J J J D° NARRATIVE DESCRIPTION STANDARD EROSION AND SEDIMENT CONTROL PLAN THE L CONDITIONS THAVE BEEN EE IS REQUIRED DEVELOPED TO FACILITATE COIMPLIANCE WITH THE 1ONS OF THE 1200-CN 200 CN PERMIT REQUIREMENTSERMIT. THIS ESCP AND . IN C7 ��IFtc3 - J -1 _ I A-' W w Ii J� -J EXISTING SITE CONDITIONS: CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-CN PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS Z i �� w TAX LOT 900 IS LOCATED AT THE NORTHEAST CORNER OF SW 103RD/AVE AND SW DRAWING NOTES: OF THIS PLAN. H WW "' o o z J r _I J - I INEZ ST INTERSECTION AND IS CURRENTLY A PARKING LOT OF RISE CHURCH (CALVIN W o w BMP MATRIX FOR CONSTRUCTION PHASES J 1. COMPLY WITH ALL APPLICABLE PROVISIONS IN CHAPTER 6 OF THE MOST CURRENT DESIGN AND 7 Z= Arvind• C1 - Z Wf9 m C9 q I , 1 PRESBYTERIAN CHURCH). TAX LOT IS CURRENTLY OCCUPIED BY A SINGLE-FAMILY CONSTRUCTION STANDARDS. H »-- Z o w m Z �� -f _ I -1 -� HOME WITH A GARAGE, A CARPORT, SHEDS, AND CONCRETE DRIVEWAYS. THE 2. VISUAL MONITORING INSPECTION REPORTS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP'S. • ¢}Z g-2 J w� CoDper1.a1 C- REMAINDER OF THE SITE IS MOSTLY UNDEVELOPED LAND WITH GRASSES AND REQUIREMENTS. (SECTION 8) �ZN owa W�.0 fUN W-QZ ,r r 1 ' I-.J-_.I TREES. ALL EXISTING NEIGHBORING PROPERTIES ARE DEVELOPED WITH 3.INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. 2024 2025 • � O <Z% ., I _1 -J r f SINGLE-FAMILY RESIDENCES. (SECTION 8.5) - H I 4.RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO June June June '� Aug.g. Sept.p Aug.g• AprilAug.g• AprilSept.p AprilAug.g• _ r I J J DEVELOPED CONDITIONS: DEQ, AGENT, OR THE LOCAL MUNICIPALITY. (SECTION 9.2) U IJ J�J v,•. Te; 1 THE PROPOSED DEVELOPMENT CONSISTS OF MASS GRADING AND UTILITY 5.THE PERMIT REGISTRANT MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL UTILITY VERTICAL PAVING FINAL MEASURES OR PRACTICES DESCRIBED IN THE ESOP IS A VIOLATION OF THE PERMIT INSTALLATION FOR 7 LOTS WITH NEW PRIVATE DRIVEWAYS FOR EACH LOT, AND CLEARING MASS GRADING (SECTION 4.0). INSTALLATION CONSTRUCTION CONSTRUCTION STABILIZATION I • J' I - I . i - I I �3 r' - PUBLIC IMPROVEMENTS ON BOTH SW 103RD AVE AND SW INEZ ST FRONTAGES. 6.THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS (SECTION 4.0). 7.IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN EROSION PREVENTION NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE FOR MAJOR - - 1.�, PROJECT AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND Dust Control X X X X X I6 E '--- , , AREA ACTIVITIES: VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND • ,p, s CLEARING AND DEMOLITION (AUGUST SEPTEMBER 2024) SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER Ground Cover X X X X X X v, N o MASS GRADING (AUGUST 2024 -APRIL 2025) AREAS. (SECTION 4.2) - P "a' E -�� I ---1 --J J - UTILITY INSTALLATION (AUGUST 2024 APRIL 2025) Matting X X M % \ J 8.MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF THE o VERTICAL CONSTRUCTION (SEPTEMBER 2024 - JUNE 2025) STATE. (SECTION 4.2) Plastic Sheeting X X X X X . M PAVING CONSTRUCTION (APRIL - JUNE 2025) 9.CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE o 0 ' �' J / __ J = J _ FINAL STABILIZATION (JUNE -AUGUST 2025) WASH-OUT, WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS (SECTION 7.0) Rock Cover X X X X X o - - V.rnbrook St 10. PROVIDE PLANS FOR SEDIMENTATION BASINS THAT HAVE BEEN DESIGNED PER SECTION 4.4 AND Permanent N E a w ESTIMATED SITE AREA: X X _ 'i - J STAMPED BY AN OREGON PROFESSIONAL ENGINEER. Stabilization East Butte i' rI - J 11. IF ENGINEERED SOILS ARE USED ON SITE, A SEDIMENTATION BASIN/IMPOUNDMENT MUST BE • • Heritage il INSTALLED PER SECTION 4.4.TOTAL SITE AREA (INCLUDING ROW IMPROVEMENTS) Sodding X X - .' Park 7t t 81,723 SF (1.88 AC) 12. THE OPERATOR MUST COMPLY WITH THE REQUIREMENTS IN SECTION 4.3 TO PREVENT THE _ -1 DISCHARGE OF POLLUTANTS IN GROUNDWATER OR ACCUMULATED STORMWATER THAT IS REMOVED RUN OFF CONTROL TOTAL IMPERVIOUS AREA: 15,975 SF (0.37 AC) FROM EXCAVATIONS, TRENCHES, FOUNDATIONS, VAULTS, OR OTHER SIMILAR POINTS OF Check Dams x x x x x x h- '""`do`k St PAVED AREA: 15,975 SF (0.37 AC) • _ _ .. "- -- - , [ ACCUMULATION. 00 J _i r -1 _ -JJ �. I •/ . - 13. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, Outlet Protection X X X X X X M J ! s� J TOTAL PERVIOUS AREA: 65,748 SF (1.51 AC) N- FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN _ I •/) f _ I I OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, SEDIMENT CONTROL J SOIL CLASSIFICATION: CO J _ I . I LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A Bio filter Bags X X X X X X O ' ' F 11 B CORNELIUS AND KINTON SILT LOAMS - �' a . - _ SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN I • 11C - CORNELIUS AND KINTON SILT LOAMS ENVIRONMENTAL MANAGEMENT PLAN APPROVAL FROM DEQ BEFORE OPERATING THE TREATMENT Construction Entrance X X X X SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S Ls) RECEIVING WATER BODY: FANNO CREEK SPECIFICATIONS. (SECTION 4.4) M 1 NTS VICINITY MAP 14. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE Inlet Protection X X X X X X REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO Sediment Basin X X X X X X • SC-y PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN-UP N- OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS Sediment Fence X X X X X X U REQUIRED TIMEFRAME. (SECTION 8) -I O 15. DOCUMENT ANY PORTION(S) OF THE SITE WHERE LAND DISTURBING ACTIVITIES HAVE PERMANENTLY Tire Wash X X X X J 0 WETLAND AND/OR WATERS CEASED OR WILL BE TEMPORARILY INACTIVE FOR 14 OR MORE CALENDAR DAYS. (SECTION 8.3) Compost Sock X X X X X X W OWNER/DEVELOPER CIVIL ENGINEER REMOVAL/FILL PERMIT. 16. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION z U) GREENWING COMPANIES, LLC. TM RIPPEY CONSULTING ENGINEERS ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, POLLUTION PREVENTION O w U) 16869 SW 65TH AVE, STE 115 7650 SW BEVELAND ROAD, STE 100 LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT 0 LAKE OSWEGO, OR 97035 TIGARD, OR 97223 N/A PORTION OF THE SITE. (SECTION 8.3) Paving Operations X w 5 Z in ATTN: NICK DANIKEN ATTN: CHRIS DESLAURIERS, PE - - w > Q Q Hazard Waste T: (503)473-8870 T: (503) 443-3900 PERMITTEE'S SITE INSPECTOR. Management X X X X X X - E: NICK@GREENWINGPDX.COM E: CDESLAURIERS@TMRIPPEY.COM I Q NAME: DAVID IRISH Spill Kit Onsite X X X X X X O ARCHITECT GEOTECHNICAL ENGINEER COMPANY: CARLSON TESTING Concrete U HABIBI DESIGN HARDMAN GEOTECHNICAL SERVICES, INC. Washout Area x x x x w ATTN: HAJID HABIBI 10110 SW NIMBUS AVE ST. B-5 ADDRESS: 18270 SW BOONES FERRY RD, PORTLAND, OR 97224 > Q D C Up T: (503) 880-4952 PORTLAND, OR 97223 PHONE: (503) 601-8250 " SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. �. E: MAJID@HABIBIDESIGN.COM ATTN: SCOTT HARDMAN E-MAIL: DIRISH@CARLSONTESTING.COM O z W T: (503) "" SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. 530-8076 EXPERIENCE: CESCL ID: ECO-3-8222215 RATIONALE STATEMENT 0 z 1_ INSPECTION FREQUENCY. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's I- W CO GENERAL CONTRACTOR EXCAVATION CONTRACTOR SITE CONDITION MINIMUM FREQUENCY GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF DEQ TO BE NOTIFIED IMMEDIATELY UPON DEQ TO BE NOTIFIED IMMEDIATELY UPON THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE 0 THIS CONTRACTOR BEING SELECTED THIS CONTRACTOR BEING SELECTED AND 1. ACTIVE PERIOD ON INITIAL DATE THAT LAND DISTURBANCE ACTIVITIES EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, COO AND PRIOR TO MOBILIZING. PRIOR TO MOBILIZING. COMMENCE. WITHIN 24 HOURS OF ANY STORM EVENT, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED 00 INCLUDING RUNOFF FROM SNOW MELT THAT RESULTS IN CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN DISCHARGE FROM THE SITE. AT LEAST ONCE EVERY 14 DAYS, WILL BE SUBMITTED. U) REGARDLESS OF WHETHER STORMWATER RUNOFF IS EROSION CONTROL OCCURRING. INITIAL: --` w CC CONTRACTOR UTILITY CONTRACTOR 2. INACTIVE PERIODS GREATER THAN THE INSPECTOR MAY REDUCE THE FREQUENCY OF 0 DEQ TO BE NOTIFIED IMMEDIATELY UPON FOURTEEN (14) CONSECUTIVE CALENDAR INSPECTIONS IN ANY AREA OF THE SITE WHERE THE ESC CIVIL DRAWING LIST 0 DEQ TO BE NOTIFIED IMMEDIATELY UPON THIS CONTRACTOR BEING SELECTED AND DAYS. INSPECTOR MUST PROVIDE STABILIZATION STEPS IN SECTION 2.2.20 HAVE BEEN Q THIS CONTRACTOR BEING SELECTED PRIOR TO MOBILIZING. INSPECTION (14) DAYS PRIOR TO SITE COMPLETED TO TWICE PER MONTH FOR THE FIRST MONTH, NO H- I- AND PRIOR TO MOBILIZING. BECOMING ACTIVE. LESS THAN 14 CALENDAR DAYS APART, THEN ONCE PER MONTH. PAGE NO. SHEET NO. SHEET TITLE z z 3. PERIODS DURING WHICH THE SITE IS IF SAFE, ACCESSIBLE AND PRACTICAL, INSPECTIONS MUST 1 ESC-050 COVER SHEET U U INACCESSIBLE DUE TO INCLEMENT OCCUR DAILY AT A RELEVANT DISCHARGE POINT OR CD WEATHER. DOWNSTREAM LOCATION OF THE RECEIVING WATERBODY. 2 ESC-051 GENERAL NOTES cL PROJECT LOCATION: PROPERTY DESCRIPTION: 4. PERIODS DURING WHICH CONSTRUCTION VISUAL MONITORING INSPECTIONS MAY BE REDUCED TO ONCE �a PROFS I 14530 & 14480 SW 103RD AVE TAX LOTS: 900 AND 2300 LOCATED WITHIN ACTIVITIES ARE SUSPENDED AND A MONTH. IMMEDIATELY RESUME MONITORING UPON THAWING, 3 ESC-052 EXISTING CONDITIONS �� `ss TIGARD, OR 97224 MAP 2S111 BC RUNOFF IS UNLIKELY DUE TO FROZEN OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. � < <' '6 CONDITIONS. 4 ESC-053 CLEARING AND DEMOLITION PLAN ( Koos�pE ("- CD 5. PERIODS DURING WHICH CONSTRUCTION VISUAL MONITORING INSPECTIONS MAY BE REDUCED TO ONCE 5 ESC-054 MASS GRADING AND STABILIZATION PLAN PRELIMINARY c. ACTIVITIES ARE CONDUCTED AND A MONTH. IMMEDIATELY RESUME MONITORING UPON THAWING, 9-22-2025 N RAIN GAUGE: RUNOFF IS UNLIKELY DUE TO FROZEN OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. 6 ESC-055 UTILITY CONSTRUCTION PLAN r'djS�GNF FANNO CREEK AT DURHAM NEAR TUALATIN 1 N CONDITIONSLr) . 7 ESC-056 VERTICAL CONSTRUCTION PLAN J. 2 N • HOLD A PRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO DES-I"' NESDIS ID: F002A78E DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. 8 ESC-057 FINAL LANDSCAPE & PERMANENT STABILIZATION PLAN LATITUDE: N 45°24'13" • ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. RENEWS: 12-31-2025 LONGITUDE: W 122°45'13" • INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. 9 ESC-058 STANDARD ESC DETAILS DATE: 0) • RETAIN A COPY OF THE ESCP AND ALL REVISIONS ONSITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, DRAWN BY: RTN En)o ATTENTION EXCAVATORS: AGENT, OR THE LOCAL MUNICIPALITY, DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. PROJ. M GR: CJD O CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY w OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY CHECKED BY: CJD c� QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT PROJECT NUMBER o LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503 246 6699. LOCATES (48 HOURS NOTICE REQUIRED PRIOR TO EXCAVATION) 25608 0 Lo Villko 0. oRE yo CASE FILE NUMBER 0 w THE CONTRACTOR MUST COMPLY WITH THE REGULATIONS OF O.R.S.757.541 TO 757.571 �I IN LOCATION AND PROTECTION OF UNDERGROUND UTILITIES.OREGON LAW REQUIRES YOU ' o TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.THOSE RULES q Lo ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090.YOU MAY OBTAIN / �0 SHEET NUMBER N COPIES OF THE RULES BY CALLING THE CENTER. \`k\ FSC 0 5 0 w d'��-33 2-2�� 1 OF 9 - - I IE IN: 365.03(15'S I IX SnA TAX LOT 1000 TAX LOT 1100 IE OUT:364,83( 96 I3 ,, - IE IN:366.9 TAX MAP 25111RC TAX MAP 2S1 RIM:3 .8 „9C ADDITIONAL PROJECT MATERIAL INFORMATION AND DIRECTION : I f IE OUT:366.78(12'N) �, .�� I SUMP: F_= 58836.4 -689.58' CHAIN LINK F6800 - - - 9 s .. 7- t-z 'S-- CONTRACTOR SHALL PROVIDE UPDATES AND BMP WITH MEANS AND METHODS OUTLINE TO DEQ IF ANY CHANGES TO FILL MATERIAL L. CONSTRUCTION DEWATERING ACTIVITIES, INCLUDING GROUNDWATER DEWATERING AND WELL DRILLING DISCHARGES V1 EX ARE PLANNED TO BE IMPLEMENTED. ASSOCIATED WITH REGISTERED CONSTRUCTION ACTIVITY PROVIDE THAT P/ RIM:372.75 ��i,�� f-LI IXS1N CB .: w;; ! I a � g ------ � 1. FILL MATERIAL FOR THIS PROJECT IS EXPECTED TO BE GRANULAR FILL FOR ROAD/PAVEMENT SUB-BASE AND UNDER BUILDING A)THE WATER IS LAND APPLIED IN A WAY THAT RESULTS IN COMPLETE INFILTRATION WITH NO POTENTIAL TO DISCHARGE TO ") w RIM:370.05 • -. �� I 4 ., F2-I I FOOT PRINTS AND FOOTINGS. LANDSCAPING FILL MATERIAL WILL BE A COMBINATION OF IMPORT MULCHES, SAND, LOAM AND MAY SURFACE WATERS OF THE STATE, OR THE USE OF SANITARY OR COMBINED SEWER DISCHARGE AUTHORIZED WITH LOCAL �T� Z IE IN:369.25(8•W) < . M TAX L T 900 I wo c5 o W r IE OUT:368.85(8'E) I TAX f�AI'2S111BC INCLUDE MIXING IN A PERCENTAGE OF NATIVE SOIL MIX. CHEMICALLY TREATED ENGINEERED SOILS WITH LIME, CEMENT OR OTHER SEWER DISTRICT. ^ � I--. Z N6 o a SUMP:367.67 ' I ..l'i I oT, oTz 73 ; I CHEMICALS IS NOT PLANNED FOR AND NOT ALLOWED WITHOUT AN APPROVED RECOMMENDATIONS FROM THE PROJECT EROSION B) BEST MANAGEMENT PRACTICES AND A TREATMENT SYSTEM APPROVAL BY DEQ OR AGENT (SEE SECTION 1.2.9)ARE USED h--� Z W w a w a w I 9,673 s.f. 7.%2, ,.u'l f. O w ;; I ' CONTROL INSPECTOR AND AN APPROVED REVISION TO THE DEQ 1200C PERMIT. CONTRACTOR SHALL PROVIDE UPDATED BMP TO ENSURE COMPLIANCE WITH DISCHARGE AND WATER QUALITY REQUIREMENTS IN SECTION 2.4. a Fr A: 59 :: OUTLINE WITH DETAIL SEED PLAN IF TEMP SEEDING IS PLANNED TO BE IMPLEMENTED. 4. SEE DETAIL 2/####### FOR TEMPORARILY USING THE PROJECT'S PERMANENT STORM PLANTERS AS TEMPORARY SETTLING BASINS H r�1 ,^ w W w PoM: 370.59 TAX LOT 800 rW ww c7 N o z IE IN:367.14(8'E) i I :: I I 1 I TAX MAP2511113C I 2. NO TEMPORARY SEEDING OF THIS SITE IS PLANNED FOR ON THIS PROJECT AT THIS TIME. TEMPORARY COVERING OF EXPOSED IN THE EVENT TEMPORARY DEWATERING IS REQUIRED. SEE THE DEWATERING NOTE ON THE PLAN SHEETS PRIOR TO PI `J J -Ew IE OUT:367.05(12-N) SUMP:365.4e �- I ' ::, II SOIL WILL BE WITH STRAW, MULCHES AND PLASTIC SHEATING. IMPLEMENTING ANY CONSTRUCTION TEMPORARY DEWATERING METHOD THAT CONNECTS TO THE SITE STORM CONVEYANCE AND Z-+ aF, <5m wrZ pp" R=14.00' I I ' 3. ALL DEQ AUTHORIZED NON-STORMWATER DISCHARGES LISTED IN DEQ PERMIT REQUIREMENTS SECTION 1.4 WILL OR MAY OCCUR DISCHARGE SYSTEM THAT DISCHARGES STORM WATER TO THE PUBLIC CONVEYANCE SYSTEM. DISCHARGING OF CONSTRUCTION • HI Ei_ Z o g_, n1 .. - � a�a o z �� _A ID(SAN NH ONSITE. THE CONTRACTOR AND EROSION CONTROL INSPECTOR MUST NOTIFY DEQ OF ANY ILLICIT WATER USE PRACTICES. THE STORMWATER RUNOFF DIRECTLY TO REGULATED SENSITIVE AREA'S OR WATERS OF THE UNITED STATES IS EXPRESSLY �ZN CC W zE ._oo a�Y F) ,0722� i �_,3;w `.• : ! E ram: 3RIM: ofi etiw) FOLLOWING AUTHORIZED NON-STORMWATER DISCHARGES MAY OCCUR (NOTIFY DEQ IF ANY OF THESE OCCUR): PROHIBITED WITHOUT AN APPROVED DEWATERING AND DISCHARGE PLAN WTIH WRITTEN APPROVAL FROM THE PROJECT ESCP i�N N't¢ - EX SAN MH I -'�.' - - - • w o<- RIM:372.36 !E �s0o•33•,6 5.00' a ili;i� 1 nll -•' 1 r;' •poi IEOUT: 358.96 e'E A. WATER ASSOCIATED WITH EMERGENCY FIRE FIGHTING ACTIVITIES. INSPECTOR, DEQ AGENT APPROVAL AND CITY OF NEWBERG APPROVAL. THIS SITE IS NOT ALLOWED TO DISCHARGE CONSTRUCTION H Z O <Z IE IN:362.14(8'S) .. I _ _ _ IE OUT: 361.92(8•).sJl��'�IIII!U IN e = N $,N _ . SAWPV - XS'N >SAN AN _ XSA B. FIRE HYDRANT FLUSHING STORMWATER RUNOFF TO THE PUBLIC STORM SYSTEM SINCE THE PUBLIC STORM CONVEYANCE SYSTEM DISCHARGES TO A STAIRS 4 0761 rlRr - W ' M • c, W R �_ . . R C. PROPERLY MANAGED LANDSCAPE IRRIGATION WATER BODY THAT IS KNOWN TO BE ON THE STATES TOTAL MAXIMUM DAILY LOAD LISTING FOR SEDIMENT, PH AND OTHER-IrAilpq (y Imo -A11' • ' D. WATER USED TO WASH EQUIPMENT AND VEHICLES OF SITE SOIL STICKING TO VEHICLES AND EQUIPMENT. ONLY CLEAN WATER POLLUTANTS. ALL CONSTRUCTION DEWATERING MUST BE CONTAINED AND EXPORTED FOR DISCHARGE TO AN APPROVED-" MAY BE USED. (EXCLUDES THE FOLLOWING USES OR ACTIVITIES: MAY NOT WASH ENGINES, UNDERCARRIAGE AND WHEELS/TIRES) SANITARY SEWER PLANT IF APPROVAL FROM THE CITY IS ATTAINABLE OR THIS CONTAINED WATER MUST BE DISCHARGED TO AN IX 0�7 ,m I - * • PROVIDED THERE IS NO USE OR DISCHARGES OF SOAPS, SOLVENTS, OR DETERGENTS. ONLY WATER MAY USED (AND A CLOTH). APPROVED LANDFILL OR OTHER APPROVED METHOD OF DISCHARGE IF THE CONTRACTOR CAN PROVIDE A PLAN DEQ IS WILLING TO E IN:3058(8'0)10770 - �i < l )IEN:369.73(15S) E. WATER USED TO CONTROL DUST APPROVE. ALL CONSTRUCTION DEWATERING COLLECTION AND CONTAINMENT PRACTICES IS A MEANS AND METHODS PROCESS IE WL• 369.65(15N) 1' . � F. POTABLE WATER INCLUDING UNCONTAMINATED WATER LINE FLUSHING (DOMESTIC WATER SYSTEM DISCHARGE FROM TESTING). THAT MUST BE PROVIDED BY THE CONTRACTOR INCLUDING DISCHARGE APPROVALS. SUMP.369.65 a ; . .,1F A._.. 7�7 73 �>i ) p ��` 1 '�"TAX LOT 4700 I G. EXTERNAL BUILDING WASH DOWN WITH WATER ONLY. NO USE OF SOAPS, SOLVENTS OR DETERGENTS IS ALLOWED, NOT EVEN406 TAX LOT 2800 1 :: iiA -';•}TAX MAP 2S111OC THOSE SOAPS, SOLVENTS OR DETERGENTS MARKETED AS ENVIRONMENTALLY FRIENDLY OR BIO-DEGRADABLE. EXTERNAL STORAGE OF CONSTRUCTION BUILDING MATERIALS • E M c) TAX MAP EX Al: 1-t LC 2 i �oT4 F. 11 I SURFACES BEING WASHED MUCH NOT CONTAIN HAZARDOUS SUBSTANCES THAT WILL WASH OFF THE BUILDING. MAY WASH WITH ' "' N o IX STM Al) z s �1;; I (.ir. .bIN,.r. 7,e7(s.I. e.,b45.r. :'.,:: c , . c FIN:373.82 • ai,Q yy�" WATER ONLY. _ °` DEBRIS I ;a,■Iii L I 0, M M 10 IN:IN STRUCTURE (15-W} IX S1N C9 �• c�X „�� 7 5) O IE OUT: 371.84(TUE) RIM: tce „ „ H. PAVEMENT WASH WATERS, PROVIDED SPILLS OR LEAK OF TOXIC OR HAZARDOUS SUBSTANCES HAVE NOT OCCURRED UNLESS 1. ALL CONSTRUCTION MATERIALS THAT ARE CONSIDERED POLLUTANTS AND HAZARDOUS OR TOXIC, (EG. CAULKS, SOLVENTS, PAINTS, �, .,- IE IN:371.15(15'W) 1 F-':: I 1NOP RETAINWG WALL p� ,�, M' SUMP:311.67 II p I :, I '; _ _ SPILLS HAVE BEEN REMOVED IN ACCORDANCE WITH DEQ AND EPA REGULATIONS AND NO SOAPS, SOLVENTS OR DETERGENTS CLEANING FLUIDS, CONSTRUCTION TOOL MAINTENANCE FLUIDS, ROOFING TAR/SEALANTS, HERBICIDES, PESTICIDES; LIGHT BULBS, ETC.) o M IE DUI:370.78(8'E) Ig I o 3�1,p;38g,28 $ � TAX L T 2 00 I o - • c y TAX MAP s11,ec ARE ALLOWED TO BE USED. DIRECTING PAVEMENT WASH WATERS TO SYSTEMS THAT DISCHARGE TO SURFACE WATERS IS SHALL BE STORED IN LEAK PROOF CONTAINMENT VESSELS WHEN NOT BEING USED OR APPLIED TO THE PROJECT. DISPOSE OF WASTE "' -o IX SAN MH { �■ r,. c cC RIN:373.82 �� I q �, L L ' s � PROHIBITED UNLESS CONVEYANCE PASS THRU A SEDIMENT BASIN, SEDIMENT TRAP OR SIMILARLY EFFECTIVE CONTROL FOR IN CONTAINERS THAT ARE SEALED ON ALL FOUR SIDES AND THE BOTTOM. ''' s A - - - E IN:366.27(6'W),- :'"...:�� I Z i• h I :.::; I t` [ 0. Ci. IE OUT: 3ss.06(8N): -,�; ,� Q � • Iv POLLUTANTS FIRST. PER SECTION 2.2.19.B, HOSING/WASHING OF ACCUMULATED SEDIMENTS ON PAVEMENT INTO ANY EX S1N AO '61n 3r': STORMWATER CONVEYANCE IS PROHIBITED. SWEEP OR VACUUM ACCUMULATED SEDIMENT AND DISPOSE OF IN THE TRASH BINS. 2. ALL BUILDING STRUCTURAL, ENVELOPE AND MECHANICAL, ELECTRICAL AND PLUMBING MATERIAL MAY BE STOCK PILED ON GRAVEL '� v 'TAX LOT 4800 �. 34'W) .w��' ' I. UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATE mummy t� E IN: 371.49(4•W) • ��1:; �.a TAX MAP 2s11,ec AREA'S AND COVERED WITH PLASTIC UNTIL INSTALLED. (EG WOOD AND ENGINEERED WOOD PRODUCTS, STEEL, ROOFING INCLUDING Tso nroa PUBLIC HI„ar-or E IN: 371.19(4•s)�� .,, '�! 1 u J. UNCONTAMINATED, NON-TURBID DISCHARGES OF GROUNDWATER OR SPRING WATER. ASPHALT TYPE SHINGLES, SHEETROCK, INSULATION, SHEET METAL FOR AIR DUCTING, ELECTRICAL WIRING/SWITCHES/CONTROLS ETC, IE OUT:371.03(8'NE) y _r� I pare SUMP:370.75 �` ;- .�i ;,, Li K. FOUNDATION DRAIN FOOTINGS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS SUCH AS SOLVENTS OR PIPES, VALVES ETC. NON-FLUID TYPE MATERIAL THAT IS NOT HAZARDOUS OR TOXIC) THESE MATERIAL MAY BE PLACED ON THE GRAVEL r' - RIM:373.16 ��" r.g. N K ' CONTAMINATED GROUND WATER. AND PAVED AREA'S AND COVERED FROM THE WEATHER WITH PLASTIC TARP MATERIAL. E IN:372.11(4'W) . I II liP;;' . • ._ • ._ • ._ E IN: 372.11(4•N) 11,:•.4i� t� n - -- - - - E OUT:371.61(10'E) •iii I . I 10303 Novzc�yax Ail,` EY§AN XSAN XSco SUMP: 371.61 •�.' I ' EN0 WAS LOCATES GRAPHIC S C ALE ` - 1 60 0 30 60 120 240 DEWATERING NOTE: 1- SITE MAP THIS SITE IS NOT REQUIRING PERMANENT DEWATERING MEASURES THAT REQUIRE PERMITTING OR O REGISTRATION WITH DEQ. ALL FOUNDATION DRAINS AND SITE RETAINING WALL DRAINS SHALL CONNECT Ln ESC-051 SCALE: 1" = 60' ( IN FEET ) TO THE SITE STORM WATER QUALITY, DETENTION AND STORM ONLY CONVEYANCE SYSTEMS. 1 inch = 60 feet TEMPORARY CONSTRUCTION DEWATERING IS A MEANS AND METHODS PRACTICE AND IS NOT Ln AUTHORIZED UNDER THIS PERMIT. THE CONTRACTOR PERFORMING CONSTRUCTION SHALL DETERMINE M DEQ STANDARD EROSION AND SEDIMENT PLAN NOTES: POTENTIAL SOURCES OR POLLUTION : CONSTRUCTION DEWATERING REQUIREMENTS AND IF THE CONTRACTOR DEEMS CONSTRUCTION THE LIST BELOW IS NOT EXCLUSIVE AND IS NOT AN EXHAUSTIVE LIST OF POTENTIAL DEWATERING IS NECESSARY THE CONTRACTOR SHALL COORDINATE WITH THE SITE DEQ 1200C PERMIT 1. ONCE KNOWN, INCLUDE A LIST OF ALL CONTRACTORS THAT WILL ENGAGE IN CONSTRUCTION ACTIVITIES AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES AND EROSION CONTROL INSPECTOR TO DETERMINE THE BEST PRACTICE FOR IMPLEMENTING TEMPORARY ON SITE, AND THE AREAS OF THE SITE WHERE THE CONTRACTOR(S)WILL ENGAGE IN CONSTRUCTION HERBICIDES, PAINTS, SOLVENTS, CURING COMPOUNDS AND ADHESIVES FROM CONSTRUCTION POLLUTANTS. IT IS AN EXAMPLE OF TYPICAL SOURCES OF POLLUTION. THE SITE DEWATERING ON THIS SITE. IF CONSTRUCTION TEMPORARY DEWATERING IS REQUIRED COORDINATE 0 ACTIVITIES. REVISE THE LIST AS APPROPRIATE UNTIL PERMIT COVERAGE IS TERMINATED (SECTION OPERATIONS. (SECTIONS 2.2.15 AND 2.3) CONTRACTOR'S SHALL DOCUMENT AND MAINTAIN A LIST OF POTENTIAL POLLUTANTS THAT DESIGN CHANGE WITH THE EROSION CONTROL INSPECTOR AND PROVIDE THE REVISION TO DEQ J Q 4.4.C.I). IN ADDITION, INCLUDE A LIST OF ALL PERSONNEL (BY NAME AND POSITION) THAT ARE 26. PROVIDE PLANS FOR SEDIMENTATION BASINS THAT HAVE BEEN DESIGNED PER SECTION 2.2.17 AND THAT ARE EXPECTED TO BE ONSITE. PER DEQ 1200C PERMIT REQUIREMENTS; CHAPTER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. THE ENGINEER OF RECORD WILL NOT DESIGN J U' RESPONSIBLE FOR THE DESIGN, INSTALLATION AND MAINTENANCE OF STORMWATER CONTROL STAMPED BY AN OREGON PROFESSIONAL ENGINEER. (SEE SECTION 2.2.17.A) 4; SECTION 4.4 ESCP CONTENTS SECTION XIII. THE ESOP REGISTRANT IS REQUIRED TO MEANS AND METHODS OPERATIONS FOR TEMPORARY DEWATERING AS WE ARE NOT RETAINED TO MAKE W MEASURES (E.G. ESCP DEVELOPER, BMP INSTALLER (SEE SECTION 4.10), AS WELL AS THEIR INDIVIDUAL 27. IF ENGINEERED SOILS ARE USED ON SITE, A SEDIMENTATION BASIN/IMPOUNDMENT MUST BE INSTALLED. PREPARE AND MAINTAIN A LIST OF ALL POTENTIAL POLLUTION GENERATING ACTIVITIES SITE VISITS. z RESPONSIBILITIES. (SECTION 4.4.C.II) (SEE SECTIONS 2.2.17 AND 2.2.18) THAT WILL OCCUR ON THE SITE. THE REGISTRANT IS REQUIRED TO DEVELOPCO 0 w (n 2. VISUAL REQUIREMENTOSR(SECING ON 6.5)INSPECTION REPORTS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT 28. PROVGROUINDE A DWATER SEEPING PLAN FOR ACCUMULATED WATER AGE DUE TO SHALLOW EXCAVATION CTOM PRECIPITATION SEE SECTIOND UNCONTAMINATED CONSTRUCTION MEANS AND METHODS AND BEST MANAGEMENT PRACTICES TO SPILL AND WASTE MANAGEMENT PROCEDURES: in IMPLEMENT POLLUTION PREVENTION AND MAINTAIN PREVENTION OF SPILLS AND w � Z W 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS. (SECTION 29. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE DISCHARGES OF ALL POTENTIAL CONSTRUCTION MATERIAL TO PREVENT POLLUTANTS > Q 6.5.Q) PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL FROM ENTERING INTO WATERS OF THE U.S. AND INTO THE GROUND. THE LIST BELOW IS BELOW IS A GENERAL PROCEDURES LIST FOR STOPPING, CONTAINING, AND CLEANING UP SPILLS, LEAKS, 0 - 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL AN EXAMPLE LIST OF TYPICAL SOURCES OF POTENTIAL POLLUTION BUT IS NOT AN AND OTHER RELEASES OF POTENTIAL POLLUTANTS. THIS IS NOT A FULL LIST AND THE CONTRACTOR SHALL z Q BE RESPONSIBLE FOR WRITING THEIR OWN SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN G CC Ln AGENT, OR THE LOCAL MUNICIPALITY. (SECTION 4.7) DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR EXHAUSTIVE LIST AND IT IS THE REGISTRANTS RESPONSIBILITY TO PREPARE, J IMPLEMENT AND MAINTAIN OPERATIONS AND BEST MANAGEMENT PRACTICES DURING (SPCC PLAN)AND TRAIN THEIR PERSONNEL IN THE EVENT OF A SPILL OR LEAK. THIS PLAN SHALL BE 0 5. THE PERMIT REGISTRANT MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL WASTE AND SUPPLIES. (SECTION 2.3) Q MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SECTIONS 4 AND 30. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID CONSTRUCTION TO ELIMINATE POLLUTION DISCHARGES TO THE GROUND WATER VISIBLY POSTED ON THE JOB SITE. < U LLI 4.11) WIND-BLOWN SOIL. (SECTION 2.2.9) SUPPLY AND WATERS OF THE UNITED STATES. PREPARE, IMPLEMENT AND MAINTAIN A rr In� H 6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SECTION 4.8) 31. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW PROJECT SPECIFIC SPILL KIT AND NOTIFY DEQ OF ALL SPILLS IMMEDIATELY. • PLACE A STOCKPILE OF SPILL CLEANUP MATERIALS AND SPILL KITS WHERE IT IS READILY ACCESSIBLE uJ o V AND DESIGNATE RESPONSIBLE PERSONNEL IN CHARGE OF SUCH SPILLS. Z u . OCCURS, SITUATION, , U 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. • VEHICLES OF ALL TYPES. VEHICLES AND EXCAVATION EQUIPMENT IN POOR WHEN A SPILL OCCRS ASSESS THE SITATION THE RISK AND SOURCE OF THE SPILL FOR AN Z UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. MAINTENANCE SHALL NOT BE ALLOWED ONSITE UNTIL THEY ARE REPAIRED. POOR L-J Q Q MAINTENANCE ASSUMES FLUIDS OF ANY KIND ARE LEAKING FROM THE VEHICLE EITHER APPROPRIATE RESPONSE. r I� VI� 8. SEQUE(SECTIONCE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED 32. IF AN AOCTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, DURING OPERATION OR NOT. DEQ DOES NOT ALLOW LEAKS FROM ENGINES OR OTHER • IF SAFE AND POSSIBLE, ALERT PERSONNEL AROUND THE WORK AREA AND IMMEDIATELY STOP THE v z 1 INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SECTION 2.2.2) ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND PORTIONS OF VEHICLES THAT MAY DROP OR LEAK TOXIC OR HAZARDOUS SUBSTANCES SOURCE OF THE LEAK AND CONTAIN THE SPILL SO IT DOES NOT DISCHARGE INTO THE CONVEYANCE I- w L17 9. CREATE SMOOTH SURFACES BETWEEN SOIL SURFACE AND EROSION AND SEDIMENT CONTROLS TO MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, ON THE PROJECT SITE. CHANNELS. w CO PREVENT STORMWATER FROM BYPASSING CONTROLS AND PONDING. (SECTION 2.2.3) LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND • MAINTENANCE OF VEHICLES IS GENERALLY PROHIBITED ON A CONSTRUCTION SITE. • ON PAVED SURFACES, USE DRY CLEANING MEASURES TO THE MAXIMUM EXTENT FEASIBLE AND DO 10. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN ENVIRONMENTAL MANAGEMENT DEQ RECOGNIZES THAT RARE EMERGENCIES ARE SOMETIMES NECESSARY. IN ANY NOT SPRAY THE SPILL AREA TOWARD THE CONVEYANCE CHANNELS OR AREA DRAINS. SPILLS THAT (n AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND PLAN APPROVAL FROM DEQ BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE EVENT THAT MAINTENANCE OF ANY TYPE OF VEHICLE MUST BE CONDUCTED ONSITE, ARE NOT CONSIDERED HAZARDOUS SHALL BE CLEANED UP WITH THE APPROPRIATE CLEANING 0 O) VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SECTION 1.2.9) THE REGISTRANT MUST NOTIFY DEQ OF THE MAINTENANCE PROCEDURES PLANNED MATERIALS SUCH AS A DAMP MOP, RAG, OR ABSORBENT MATERIALS FOR LARGER SPILLS. oo SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER 33. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF FOR AND INCLUDE A SPILL PREVENTION PLAN ASSOCIATED WITH THE EMERGENCY • SPILLS CONSIDERED HAZARDOUS SHALL BE CLEANED IN AN APPROPRIATE MANNER WITH SPILL KITS CO AREAS. (SECTION 2.2.1) NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN MAINTENANCE. EMERGENCY MAINTENANCE ASSUMES THAT THERE IS NO OTHER OR OTHER CLEANING MATERIALS. CLEANING MATERIALS THAT ARE USED SHALL BE SENT TO A CERTIFIED LAUNDROMAT OR DISPOSED OF PROPERLY OPTION OR WAY TO MOVE THE VEHICLE OFF THE SITE AND THE VEHICLE MUST HAVE . 11. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE VEGETATE OPEN AREAS. RE VEGETATE EVENTS AT ALL TIMES OF THE YEAR. (SECTION 2.2.8) U) OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE 34. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST THE MAINTENANCE WORK EXECUTED TO BE ABLE TO MOVE THE VEHICLE. NOT BEING • HAZARDOUS POLLUTANTS SHALL BE DISPOSED OF IN DESIGNATED AREAS AWAY FROM CONVEYANCE LL I OF VEGETATIVE SEED MIX USED. (SECTION 2.2.5) BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO ABLE TO RETAIN A TOW VEHICLE IMMEDIATELY DOES NOT QUALITY AS EMERGENCY CHANNELS AND PREFERABLY OFFSITE. CC 12. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF THE SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SECTION 2.2.8) MAINTENANCE. AN EXAMPLE OF EMERGENCY MAINTENANCE WOULD BE A HEAVY • NOTICED LEAKS FROM EQUIPMENT AND VEHICLES MAY REQUIRE THE USE OF DRIP PANS AND 0 ABSORBENTS. DISPOSE THE OIL BASED WASTES IN ACCORDANCE WITH FEDERAL, STATE, OR LOCAL 0 MACHINE BROKE DOWN AND IS NOT ACCESSIBLE TO A TWO VEHICLE AND THE TERRAIN STATE. (SECTION 2.2.4) 35. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE REQUIREMENTS. VEHICLES KNOWN TO HAVE FLUID LEAKS SHALL NOT BE ALLOWED TO PARK ONSITE. Q 13. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SECTION 2.1.5.B) IS TOO STEEP TO CONSTRUCT A TEMPORARY ACCESS ROAD TO THE VEHICLE. EVERY SEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SECTIONS 2.1.3) 36. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES EFFORT SHALL BE MADE TO REMOVE AN UNOPERABLE VEHICLE AND COMMUNICATION • OTHER PETROLEUM, FUEL, OR OIL BASED SPILLS SHALL IMMEDIATELY USE DRY CLEANING MEASURES - F 14. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT DEPTH ABOVE GROUND HEIGHT AND BEFORE BMP REMOVAL. (SECTION 2.1.5.C) DIRECTLY WITH DEQ 1200C PERMITTING REPRESENTATIVES SHALL BE PROVIDED. AND ELIMINATE THE SOURCE OF THE SPILL TO PREVENT THE DISCHARGE. Z Z z • •HAZARDOUS AND TOXIC FLUIDS, GREASES, SOLVENTS, FUELS ETC. USED TO OPERATE • HAZARDOUS SPILLS SHALL BE REPORTED IMMEDIATELY AND WITHIN 24 HOURS OF THE SPILL TO THE W LLI L,i OUTLETS AND DOWNSTREAM CHANNELS AND STREAMBANKS. (SECTIONS 2.1.1. AND 2.2.16) 37. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. DEQ AGENT AND THE ESC SITE INSPECTOR. PROVIDE TO THE DEQ AGENT THE DETAILS OF THE SPILL 15. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS VEHICLES AND EQUIPMENT. U U (2 STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION, BOTH INTERNALLY AND AT THE SITE BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SECTION 2.1.5.D) • PAINTS, SOLVENTS, GLUES, CAULKS ETC. ANY AND ALL MATERIAL USED FOR THE CONTAINMENT, MEASURES IMPLEMENTED TO CLEAN UP THE SPILL AND REQUEST ANY ADDITIONAL z REQUIREMENTS FROM DEQ THAT MAY NEED TO BE IMPLEMENTED. cL BOUNDARY. (SECTIONS 2.2.6 AND 2.2.13) 38. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE CONSTRUCTION OF THE BUILDING IMPROVEMENTS. 16. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT • ELECTRICAL WIRE, LIGHT BULBS, TRANSFORMERS, ETC. ANY AND ALL MATERIALS • DISCHARGES OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED IMMEDIATELY BY THE ‹c��4 PR0F4s ASSOCIATED WITH UTILITY CONNECTIONS. REGISTRANT AND WITHIN 24 HOURS OF THE SPILL TO THE OREGON EMERGENCY RESPONSE SYSTEM 5 T _�, �' CONCRETE WORK. (SECTION 2.2.14) A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN-UP OF \ c �p 17. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS AT 800 452-0311. < ' • SAWDUST FROM MANUFACTURED TIMBER PRODUCTS HAVE GLUES AND CHEMICALS ( ) 1-c. . DISTURBED AREAS AS GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATIONS MEASURES REQUIRED TIMEFRAME. (SECTION 2.2.19.A) AND THIS WORK SHOULD BE PERFORMED OVER A SURFACE THAT WILL CAPTURE OR • SPILLS THAT OCCUR IN THE CONVEYANCE CHANNELS SHALL REQUIRE IMMEDIATE ATTENTION OF THE ' 80058PE co CONTRACTOR OR PERSONNEL IN THE AREA. IF POSSIBLE, DIVERT THE LEAK TO THE SANITARY ro ARE NOT REQUIRED FOR AREAS THAT ARE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS 39. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. ALLOW FOR CAPTURING OF THE WAIST MATERIAL AND DISPOSED OF IN A LANDFILL PRELIMINARY N ROADS OR UTILITY POLE PADS.(SECTIONS 2.2.20 AND 2.2.21) VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED OFFSITE. CONVEYANCE SYSTEM FOR DISCHARGE OFFSITE. THE EROSION CONTROL INSPECTOR AND DEQ SHALL 9-22-2025 C\I18. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. SEDIMENTS. (SECTION 2.2.19) • SEDIMENT, FERTILIZERS, PESTICIDES ETC. ANY CHEMICAL OR TREATMENT THAT USES BE NOTIFIED OF THE SPILL IMMEDIATELY. (SECTION 2.3.7) 40. DOCUMENT ANY PORTION(S) OF THE SITE WHERE LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CHEMICALS TO CONTROL PESTS AND VEGETATION. • HAZARDOUS AND TOXIC WASTE SHALL BE SEPARATED FROM CONSTRUCTION AND DOMESTIC WASTE. /SVGNF >> 2�1�� N 19. KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND CLOSE LIDS AT THE END OF THE CEASED OR WILL BE TEMPORARILY INACTIVE FOR 14 OR MORE CALENDAR DAYS. (SECTION 6.5.F.) • NO ENGINEERED SOILS USING CEMENT OR LIME TREATMENT OR ANY OTHER CHEMICAL • ALL MATERIALS AND WASTE SHALL BE ELEVATED FROM THE SOIL AND STORED IN CONTAINMENT J. DES). o VESSELS TO PREVENT A DISCHARGE OF POLLUTANTS INTO THE GROUNDWATER. N BUSINESS DAY FOR THOSE CONTAINERS THAT ARE ACTIVELY USED THROUGHOUT THE DAY. FOR WASTE 41. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION TO TREAT THE NATIVE SOIL ARE PROPOSED ONSITE OR INCLUDED WITH IMPORT N CONTAINERS THAT DO NOT HAVE LIDS, PROVIDE EITHER (1) COVER (E.G., A TARP, PLASTIC SHEETING, ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE ENGINEERED STRUCTURAL FILL. IF THE CONTRACTOR CHOOSES TO SOURCE OR • WASTE SHALL BE STORED IN SEALED CONTAINERS THAT PREVENT LEAKAGE AND CORROSION AND RENEWS: 12-31-2025 N TEMPORARY ROOF) TO PREVENT EXPOSURE OF WASTES TO PRECIPITATION, OR (2)A SIMILARLY STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF CONSIDER ENGINEERED SOILS USING LIME, CEMENT OR OTHER CHEMICAL TREATMENT, CLEARLY LABELED WITH THEIR CONTENTS OF DISPOSAL IN ACCORDANCE WITH APPLICABLE FEDERAL, DATE: a) EFFECTIVE MEANS DESIGNED TO PREVENT THE DISCHARGE OF POLLUTANTS (E.G., SECONDARY THE SITE. (SECTION 2.2.20) NOTIFY THE SITE ESCP INSPECTOR AND THE ENGINEER OF RECORD AND REQUEST STATE AND LOCAL REQUIREMENTS. CONTAINMENT). (SECTION 2.3.7) 42. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR ADDITIONAL DIRECTION FOR ESCP BMPS AND SPECIFICATIONS THAT ALLOW CHEMICAL • CONSTRUCTION AND DOMESTIC WASTE SHALL BE DISPOSED OF IN CONTRACTOR PROVIDED WASTE DRAWN BY: RTN 'n 20. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE OR CEMENT SOIL AMENDING PRACTICES. THE CONTRACTOR MUST OBTAIN AN CONTAINERS THAT HAVE GROUND SEPARATION. WASTE CONTAINER LIDS SHALL BE CLOSED WHEN II CONSTRUCTION ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED IS STABILIZED, ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND APPROVED REVISION TO THIS 1200C PERMIT PRIOR TO EXECUTING ANY CEMENT, LIME NOT IN USE OR AT THE END OF THE BUSINESS DAY FOR REGULARLY USED OR ACTIVE CONTAINERS. PROJ. M GR: CJD (...) ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND- DISPOSED OF PROPERLY, UNLESS NEEDED FOR LONG TERM USE FOLLOWING TERMINATION OF PERMIT OR OTHER CHEMICAL SOIL AMENDING WORK ONSITE OR TRANSPORTING SOILS THAT WASTE CONTAINERS THAT HAVE NO LID SHALL BE COVERED WITH AN APPROPRIATE COVER TO PREVENT THE EXPOSURE OF WASTE TO PRECIPITATION. CHECKED BY: CJD LiDISTURBING ACTIVITIES. (SECTION 2.2.7) COVERAGE. (SECTION 2.2.21) HAVE CEMENT, LIME OR OTHER CHEMICAL TREATMENTS. c.D 21. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN • PAVEMENT (CONCRETE OR ASPHALT) SAWCUT DUST AND SLURRY MUST BE VACUUMED • WASTE CONTAINERS SHALL BE CLEANED UP AND DISPOSED OF IF THE CONTAINERS OVERFLOW. o LOADS ON SITE. (SECTION 2.2.7.F) WHILE PERFORMING THE SAWCUT WORK. PAVEMENT SAWCUTS MUST IMPLEMENT A • USE OF CHEMICALS SUCH AS PESTICIDES, HERBICIDES, INSECTICIDES, AND FERTILIZERS SHALL PROJECT NUMBER 22. CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE WATERING SYSTEM TO PREVENT DRY PAVEMENT SAWCUT DUST BECOMING AIR BORNE. COMPLY WITH ALL APPLICATION AND DISPOSAL REQUIREMENTS PER THE MANUFACTURER'S 25608 o WASH-OUT, WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SECTIONS DISPOSE OF CONTAINED SLURRY IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL RECOMMENDATIONS. REQUIREMENTS. SLURRY FROM VACUUMING MAY BE PLACED WITH CONCRETE TRUCK • THE APPLICATIONS OF PESTICIDES, HERBICIDES, INSECTICIDES, AND FERTILIZERS SHALL ONLY APPLY CASE FILE NUMBER v 1.5 AND 2.3.9) TO VEGETATIVE COVER. THE USE OF SUCH CHEMICALS SHALL NOT BE APPLIED TO THE VEGETATIVE 0 23. ENSURE THAT STEEP SLOPE AREAS WHERE CONSTRUCTION ACTIVITIES ARE NOT OCCURRING ARE NOT WASHOUT MATERIAL IN THE CONCRETE WASHOUT PIT FOR COLLECTION AND DISPOSAL. w STORM CONVEYANCE CHANNELS. DISTURBED. (SECTION 2.2.10) 1 • PESTICIDES, HERBICIDES, INSECTICIDES, AND FERTILIZERS SHALL NOT BE APPLIED BEFORE a 24. PREVENT SOIL COMPACTION IN AREAS WHERE POST-CONSTRUCTION INFILTRATION FACILITIES ARE TO ANTICIPATED HEAVY RAINS AND SHALL NOT BE APPLIED TO FROZEN GROUND. co BE INSTALLED. (SECTION 2.2.12) SHEET NUMBER Ln • THE CONTRACTOR SHALL PREPARE THEIR OWN WRITTEN SPILL PREVENTION CONTROL PLAN AND (Ni 25. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE FSC 0 51 AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE HAVE A COPY READILY ACCESSIBLE ONSITE FOR ALL PERSONNEL TO ADHERE TO. PERSONNEL SHALL Cji ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, BE AWARE OF THE SPILL PREVENTION CONTROL PLAN AND ITS LOCATION ONSITE. THE CONTRACTOR L� SHALL PROVIDE THIS PLAN IF REQUESTED BY THE DEQ AGENT. 2 OF 9 r /r3gg-I- � i EX STM MH III .- I � � I RIM: 369.81 NOTES: EX STM MH LEGEND \� RIM: 369.98 IE IN: 366.94 (12"S) 1. PUBLIC UTILITIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE MARKINGS PROVIDED PER UTILITY . 1' �;i ,7 IE OUT: 366.16 (12"W) LOCATE TICKET NUMBERS 23352954, 23352958, AND 25133015. PRIVATE UTILITIES WITHIN TAX LOT 900 OF THIS IE IN: SUMP: 64.96 \ I 1 SURVEY ARE PER PRIVATE LOCATING SERVICES. THE SURVEYOR MAKES NO GUARANTEE THAT THE DECIDUOUS TREE 0 RIGHT-OF-WAY LINE w 7 IE IN: 365.03 (15"S) I I 10 N I ! I TAX LOT 1000 UNDERGROUND LOCATES REPRESENT THE ONLY UTILITIES IN THE AREA. CONTRACTORS ARE RESPONSIBLE FOR BOUNDARY LINE W IE OUT: 364.83 (15"N) �, j EX STM CB VERIFYING ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. CONIFEROUS TREE TAX MAP 2S111BC �T� Z ��} 364.96 I 13/ \ I RIM: 369.89 FIRE HYDRANT R PROPERTY LINE I^^r"� L. 1 IE IN: 366.95 (12"S) CHAIN LINK FENCE 2. FIELD WORK WAS CONDUCTED JANUARY 8-11, 2024 (TAX LOT 2300) AND MAY 5-8, 2025 (TAX LOT 900). WATER METER o CENTERLINE �I �" if TAX LOT 1100 W "' ' IE OUT�66.78 (12"N) CURB a 4 c2 Z N -war TAX MAP 2S111BC 3. HORIZONTAL DATUM: A LOCAL DATUM PLANE FROM THE OREGON STATE PLANE COORDINATE SYSTEM OF 1983, WATER VALVE �4 I� w NW Z ~W SUMP: 365.29 2105 NORTH ZONE, NAD83(2011) STATE PLANE COORDINATES WERE DERIVED FROM THE TRIMBLE VRS NOW NETWORK. EDGE OF PAVEMENT W� , o EX STM AD Q I 210588 y210589 21 O ( ) SANITARY SEWER CLEAN OUT o ,�/ ZW W Z z Z \� I I 1 SANITARY SEWER MANHOLE 0 FENCE LINE w Z z. a m X N • L * 21059 '` 210598 ,� 4. VERTICAL DATUM: ELEVATIONS ARE BASED ON WASHINGTON COUNTY BENCHMARK NO. 561, LOCATED AT THE NE rc�� z RIM: 372.75 ... .. , 2 0591 21 9 \� POWER LINE WZ Z o g CORNER OF HWY 99W AND DURHAM ROAD. ELEVATION = 190.99 FEET (NGVD 29). STREET LIGHT z H aF� g Z w aoa 8=vzatn z '� ( P 2 0587 / 0594 �2'I'0 0597 \ MAILBOX OVERHEAD WIRE �$o EX STM CB r13/INE4:4. :i / l ^ l' 3�0 \ 5. CONTOUR INTERVAL IS 1.00 FOOT. COMMUNICATIONS LINE z WZ o RIM: 3 M CB05 I \YID 1 "' \ / AD/ O ~- STORM DRAIN CLEAN OUT ° GAS LINE - - - -cAs- - - -cAs- Z roN W-z Qz� • \� II 210586 EX STM \ 6. THIS IS NOT A PROPERTY BOUNDARY SURVEY TO BE RECORDED WITH THE COUNTY SURVEYOR. BOUNDARIES STORM DRAIN CATCH BASIN ❑ H 0 IE IN: 369.25 (8"w) I I I " TAX LOT 900 RIM: 37�10 \ 210600 MAY BE PRELIMINARY AND SHOULD BE CONFIRMED WITH THE STAMPING SURVEYOR PRIOR TO RELYING ON FOR STORM DRAIN AREA DRAIN ❑ STORM DRAIN LINE - - - -STM- - - -STM- U IE OUT: 368.85 (8"E) \ `� �' � 1058 fAX MAP 2S111BC IE INi367.69 (8'E) \ DETAILED DESIGN OR CONSTRUCTION. - - - 210601 STORM DRAIN MANHOLE OO SANITARY SEWER LINE -SAN- - - -SAN- SUMP: 367.67 ma , �� /E OUT: 367.63 8'W EX STM AD - - - - N I I / .� ( ) \ 7. BUILDING FOOTPRINTS ARE MEASURED TO SIDING UNLESS NOTED OTHERWISE. CONTACT SURVEYOR WITH GAS METER ® WATER LINE -WAT- - -WAT- 1 .0 ` /^� SUMP: 365.91 RIM: 369.41 QUESTIONS REGARDING BUILDING TIES. 1 0 8' PVC / I i IE OUT: 368.07 (8"W) GAS VALVE /\ \ I i W -sna- - STM p8" PVC '" 2106D SUMP: 365.70 8. TREES WITH DIAMETER OF 6" AND GREATER ARE SHOWN. TREE DIAMETERS WERE MEASURED UTILIZING A GUY WIRE ANCHOR" a I = W - - - s,,4 �� , + \ DIAMETER TAPE AT BREAST HEIGHT. TREE INFORMATION IS SUBJECT TO CHANGE UPON ARBORIST INSPECTION. UTILITY POLE EXISTM z I '? GATE POLE �_ � _ ` 9. THE 12-INCH WATER MAIN LINE ALONG SW 103RD AVENUE WAS NOT MARKED NORTH OF SW INEZ STREET. THE POWER JUNCTION BOX ❑� ''/6 8 N o VPR : �3(0. I I I ; I .o \ - PwR` / 21060,3 PUBLIC UTILITY LOCATOR MARKED THE AREA AS "MUST BE POTHOLED AND TO CALL CITY OF TIGARD BEFORESIGNIE IN: 36 1 8; �� I I I Q _ LINE MARKE BY PRIVATE LOCATOR. TYPE IS UNKNOIM�I #� TAX LOT 800 DIGGING". o - IE OUT: 367.05 12 I \ SCALE: 1"= 30 FEET SUMP• 365. I CC I .. /e \� / 1 210604 TAX MAP 2S111BC 1• M . L= 22.39' CHAIN LINK FENCE 1 v) m J y/ o� ►10605 TAX LOT 400 _ f�I I O # 14.00' \ \ / / EX SAN MH TAX MAP 2S111BC EX STM AD I 3 I I H a w = \ \ WI ' !;II3 1 I A= 4}' 7'57„ EX SAN CO RIM: 368.13 RIM: 362.78 I I I30 0 6 15 30 I \ _ 1 : 1 \06 /0 IE IN: 359.08 (8"W) • I I_ , -0\I , 1r, (373 CH- N4s3. 7 46 W 20.08 IE BEND: 36�1t IE UT: 358.96 (8"E) IE IN: 361.12 (12"S) _ 3 I IE OUT: 361.03 (12"NE) I l ao EX SAN MH � I � 1r � I 21061� ® 210612 � 210611 21�i0 1� 10609 2106(�- / SUMP: 361.03 I 1 I �1 oi I I'_ � 0 � RIM: 372.36 III IA ` V k.9 \ !- - - - - - - - - - - - - - _ 1 o I IE IN: 362.14 (8"S) i� I I I //�110613 373� ` N8 '26 4 189.51 \�j, 2106007^ v - - - - -oHw - J-j -c�w- - - - CO~ IE OUT: 361.92 (8"E) IIIIIiII�IIII�" `" 3 SEE NO -- -END_WATER S„ _ .. � � I o II s I I �" W 00 _ ��- �I - - _au- - - - 1 - - sPVC - - - - 8 PVC IT7c SAN SAN- SAN - SAN -'AN- - SAN- - SAN- - SAN - SN- -SAN- -SMl-STAIRS 0 6 III zITER RISERPLSENCE SW IN Z STREET - I "\//J ,/ - - - - - - - / # S,y, - -- I" J I I 1 7" / HEDGE I ^1 0 - 1„ W o -� " i co EX 8" CONC I I I I �- --- - - _ - - 1 ,, '4 T. 8" U N K I 'r / N 1 -(\ " 1--I I� - GAS10 N - 1 W •N o CULVERT 1 E I al A• -wATlir - aUT S89'26 44'E 228.15' 1 \ } N �'�* °i� 14) IE: 370.80 I ( I I I I i r~ J 11007 '' - --1 f,;;,, ) - 1 - - - - - - - - - - - - - - - - - - 6 . . N' �I GAS RISER I I J 1 110t�4 ¢-' t . - 11 �`"'"r . 1 1 Irk� i. i 0 ¢ i o J 106 6 3 , • I g Cl) EX STM MH1i7 1 ' �'� ' . .I CARPORT 1U003 10870 c , W ' I ;'Q EX SAN MH - I I o RIM: 372.48 �O 0 11 z I PATIO :DRIVE AYE �„ „ - Q J RIM: 362.98 I I �I rn IE IN: 370.58 8"E �� r 0°°�"" -� 3--- 1 : E IE IN: 354.19 8"W ( ) I I ; I I I "I II / ,,,,,, ATE ' _�R :'ca ( ) h IE IN: 369.73 (15"S) f 3�4 I /�' 1 - WOOD169`� WOW FENCE TAX LOT 2100 TAX LOT 2000 IE IN: 354.13 (8"N) I Il (,IE OUT: 369.65 (15"N) II I0 1FENCE GATE / t TAX MAP 2S111BC TAX MAP 2S111BC IE OUT: 353.97 (8'S) I_ I I J EX SAN C I ' HOUSE o , J SUMP: 369.65 RIM: 33.8 ry -01S " / / ••HEDGE TAX LOT 1800 EX STM AD 11 I I 0 • IE BEND: 72 �! - 3/1� _ DE / TANK •- • TAX MAP 2S111BC RIM: 362.57 I "� z/) W �� ii10 .-1 / WOOD GA>- 370 / TAX LOT 4700 I , I Z C!) TAX LOT 2800 C-E� WIRE FENCE 10481 IE IN: 360.96 (12 N) a W EX SA CO I , /mi./ / / 10480 TAX MAP 2S111BC I I I 0 w TAX MAP 2S111BC RIM: 3 3.76 ` r DECKS GATE - ; ) 1 - - f / 10335 ,<;:. :. IE OUT: 360.96 (12"S _ O IE BEND: 72t I I 1 / 10426 i - 10479 SUMP: 360.96 I I Z W I51 .7. I I ; I) 1026 11020`'' . * / ' 10478 • STANDING WATER OBSERVED �,, T I - Q Q EX STM AD c "•' - 1 I 1 l 1" GRAVEL / _ �1 SO Z 10477 - • I_= 1 I J RIM: 373.82 EX STM CB ,* / , �;,.._ Z CC DEBRIS IN STRUCTURE • I I I / 1' -• `� Gin \ f I I W 0 o0 RIM: 372.45 f I , 10263 WOOD FENCE 10258 ' /10476 - -.. 1 = O IE IN: 371.84 (15"W) IE IN: 371.15 (15"W) 1 I 3 I ` F: . . 1 1 Z 0 U W I I 1 I - N 10261 � 10259 �6� = W ( _ _ IE OUT: 371.8SUMP:4371.87 IE OUT: SUMP:7869.28 lI J11 I f,d64 I 11 �� \ 1 TAX LOX 23 0 I ~ W _ /WIRE FENCE 10257 GATE- o I I I o (9 a) I ( l I) \\ TAX M 2S 11 BC 4 II 1 T11 ,�, 10262 \ / I I = I z_ z > I i l I N WIRE FENCE / �/ 10260 -� , I1 p a 2 . . . y3 I I I 11 Z �' >l - N O - C� CANTERBURY LANE I ' . II 1 I GATE I / f / / I N _ • y I t X - Z cti ! w Z I I EX SAN MH e .�1 f r? w EX STM AD - I f RIM: 373.82 / / / _ -- N TAX LOT 1900 { I I y w RIM: 372.56 1 I 1 IE IN: 366.27 (8"W� /� �� /�� / WOOD FENCE T -• TAX LOT 4800 TAX MAP 2S111BC I I 1 fY w \ ` I IE IN: 371.49 (4"W) I Imo,0 ' a' IE OUT: ,366.U6 (8"N),// /// // �, TAX MAP 2S111BC IE IN: 371.19 (4'S) END COMM LOCATE I /;..1 I // �/ -56 10p6 25' 1, 20' I 000 __ IE OUT: 371.03 (8 NE) ♦ I 0 10264 1026j /j // / / / EX SAN MH SUMP: 370.75 �� iT EX SAN MH IIj • ` WAT RIM: 361.57 I 2b RIM: 357.22�� / IE IN: 351.36 8"WI RIS � %� / �- 0 / / ( 8" IE IN: 349.80 (8"N) IIW/ / 6 IE OUT: 351.18 (8"E) IE IN: 349.80 (8 W) y. I \ . �� 1 I 17.-- --263- CHAINLINK FENCE �° EX STM CB 17 ( I' ,� - _ _ IE OUT: 349.56 (8"S) 1 I a RIM: 373.16 110 4 , ' " I 1 a 1 - ( I N r 'S7"W 227.87' 8" PVC Q IE IN: 372.11 (4 W) •I' I I III - SAN-7 - - - SAN--I - - -SAN- - - -SAN- - - - - 8" PVC 1 10303 \ ------ SAN SAN ,' -SAN- -$AN SAN SAN- - - -SAN- - - - SAN- - - - SAN- -SAN- -SAN I- IE IN: 372.11 (4"N) If E I il I END WATER LOCATESIE OUT: 371.61 gillTAX LOT 4400 I 1 I w w>- TAX MAP 2S111BC I J J w SUMP: 371.61 I I } I/ I13 1 I I EX STM MH TAX LOT 2302 I j I RIM: 373.66 EX SAN MH TAX MAP 2S111BC I I `` U U J zTAX LOT 2603 II I I ( IE IN: 371.12 (6"W) RIM: 363.78 I I 1 TAX MAP 2S111BC I I i I I IE IN: 371.08 (15"S) IE IN: 352.77 (6"NW) I IE OUT: 370.92 (15"N) IE IN: 352.59 (6"SW) TAX LOT 4200 I 0��I 3I SUMP: 370.92 IE IN: 352.53 (10"W) 1 I TAX LOT 2303 IE OUT: 352.49 (8"E) TAX MAP 2S111BC I I jI Ni IZ TAX MAP 2S111BC TAX LOT 4300 I I 0_I PRELIMINARY N o TAX MAP 2S111BC o 9-22-2025 cV 1�' I EX STM CI TAX LOT 4100 =I I RIM: 374.53 TAX MAP 2S111BC EX SAN MH I 1�nIE IN: 372.02 (8"W) RIM: 357.58KY o IE IN: 371.95 (12"S) IIE IN: 349.03 (8"N) N N 1 IE OUT: 371.82 (15"N) IE OUT: 348.95 (8"E) I I SUMP: 370.66 I DATE: rn N TREE TABLE TREE TABLE TREE TABLE TREE TABLE TREE TABLE TREE TABLE TREE TABLE TREE TABLE TREE TABLE REGISTERED 1 DRAWN BY: RTN tr O I TREE NUMBER TYPE DBH (IN.) TREE NUMBER TYPE DBH (IN.) TREE NUMBER TYPE DBH (IN.) TREE NUMBER TYPE DBH (IN.) TREE NUMBER TYPE DBH (IN.) TREE NUMBER TYPE DBH (IN.) TREE NUMBER TYPE DBH (IN.) TREE NUMBER TYPE DBH (IN.) TREE NUMBER TYPE DBH (IN.) LAND F SURVEYOR I PROJ. MGR: CJD CHECKED BY: CJD wN 10256 CONIFEROUS 62 10264 CONIFEROUS 17 10305 DECIDUOUS 50 10481 CONIFEROUS 26 11004 DECIDUOUS 6 210588 CONIFEROUS 14 210596 CONIFEROUS 15 210604 CONIFEROUS 10 210612 DECIDUOUS 12 f� 10257 CONIFEROUS 38 10265 CONIFEROUS 23 10335 DECIDUOUS 7 I 10509 DECIDUOUS 32 11007 DECIDUOUS 25 210589 CONIFEROUS 17 210597 CONIFEROUS 13 210605 CONIFEROUS 18 210613 CONIFEROUS 11 OREGON- . 1 I 1 PROJECT NUMBER 0 10258 CONIFEROUS 43 10266 CONIFEROUS 25 10420 CONIFEROUS 6 10606 CONIFEROUS 64 11020 DECIDUOUS 26 210590 CONIFEROUS 18 210598 CONIFEROUS 13 210606 CONIFEROUS 21 210614 DECIDUOUS 12 JA GARY E.NU 17, PAUL 95 1 I I 25608 to 2698 10259 DECIDUOUS 12 10267 CONIFEROUS 21 10476 DECIDUOUS 7 10722 DECIDUOUS 12 11026 CONIFEROUS 25 210591 CONIFEROUS 19 210599 DECIDUOUS 16 210607 DECIDUOUS 14 RENEWAL 12/31/2026 1 I +I 1 CASE FILE NUMBER w I 10260 DECIDUOUS 15 10268 CONIFEROUS 23 10477 CONIFEROUS 36 10761 DECIDUOUS 9 11087 DECIDUOUS 25 210592 CONIFEROUS 14 210600 CONIFEROUS 9 210608 DECIDUOUS 14 I ` J I co r 10261 DECIDUOUS 10 10269 CONIFEROUS 21 10478 CONIFEROUS 31 10770 DECIDUOUS 9 210585 CONIFEROUS 24 210593 CONIFEROUS 17 210601 CONIFEROUS 12 210609 DECIDUOUS 12 EX 12" CMP I N I IEC 351.59 1 I I SHEET NUMBER 10262 CONIFEROUS 25 10270 CONIFEROUS 28 10479 CONIFEROUS 14 10870 DECIDUOUS 74 210586 CONIFEROUS 51 210594 CONIFEROUS 38 210602 DECIDUOUS 12 210610 DECIDUOUS 13 I I ESC-052 J 10263 CONIFEROUS 21 10303 CONIFEROUS 6 10480 CONIFEROUS 26 10903 DECIDUOUS 42 210587 CONIFEROUS 13 210595 CONIFEROUS 13 210603 CONIFEROUS 13 210611 DECIDUOUS 13 1 LL - - - _../ 3 OF 9 J _ , �I x�� I K ,, d - - _ 0 = o I 0 r u-- <> �_-, _ ,_`,� ,�_"k�_X�X _ < _ _ _ - _ _ KEYNOTES FOR THIS SHEET <> LEGEND - V '_�`�-� MARK - DESCRIP110N • x EXISTING CONTOUR (1 FT) - -- - a' a �' I ~i T ©j CI O1 - ALL DEMO WORK SHALL FOLLOW THE CITY APPROVED PUBLIC IMPROVEMENT AND rTl Z °: 0 PRIVATE SITE DEVELOPMENT PERMIT PLANS, TYP. F�••I 4 L. Z_A o a EXISTING CONTOUR (5 FT) - - ° 0 (� ° I ° I ®- REMOVE ALL EXISTING TREES AND ROOT BALL. CLEAN SIDES AND BOTTOM OF ROOT ^ � Z o Z Z PROPOSED CONTOUR (1 FT) WE'WA .. I O0 \ \ O BALL PIT OF LOOSE SOIL. COMPACT NATIVE SOIL IN. PIT TO 915% ASTM D698 AND BACK �I A a g � 4 ~ FILL WITH 3/4 -0" COMPACTED TO 95% ASTM D1557. COORDINATE WITH CITY APPROVED ICI W "" w o N < d W� ZF C7�� PROPOSED CONTOUR (5 FT) " {' I• 1-(n #I' PUBLIC IMPROVEMENT AND PRIVATE SITE DEVELOPMENT PERMIT PLANS, TYP. �I �_-, J W o z, z�X \ �i� ¢ nmxU,v�c� PROPERTY LINE - - ° I X L . '° • O- INSTALL GRAVEL CONSTRUCTION ENTRANCE 20' WIDE (MIN)x 50' LONG (MIN) PER CWS Lam, WZ� Z o g L aF �' z w / STANDARD DETAIL 855. cLt.Q ¢}Z E CONSTRUCTION FENCINGI � ZN o a w z o I I * 4 - INSTALL PERIMETER ORANGE TENSAR CONSTRUCTION FENCE ALONG DISTURBANCE 'IA 2 EL¢Z_" • 0 O BOUNDARY AS SHOWN. THIS FENCE SHALL BE OUTSIDE THE SEDIMENT FENCE • L/1 O <Z ..!ae'' Z SEDIMENT FENCING x x I �'°° •d•• ` • I 0 BOUNDARY SO THAT THE SEDIMENT FENCE CAN BE MAINTAINED PROPERLY. E COMPOST SOCK -0-0- •:a 7 I X 1' 4, / 05 - INSTALL SEDIMENT FENCE PER CWS STANDARD DETAIL 875. SEDIMENT FENCE TO BE OU e Ii 0 SET 1' INTO THE SITE FROM ORANGE TENSAR CONSTRUCTION FENCE. I I XSTM XS i., XSTM ,c n . . II I r I S7M S7M O6 - INSTALL FILTER COMPOST SOCK 1' INTO THE PROJECT SITE FROM SEDIMENT FENCE. EXISTING TREE TO BE REMOVEDi4V4 4 I _ I GATE POLE :1.1 I ; O I O7 - INSTALL CONCRETE WASHOUT PER CWS STANDARD DETAIL 900. kI6 _ I • ` ./ O CONSTRUCTION ENTRANCE •• ••Y••'`�-``�`�"' ¢ I � XP XP� J � 8 - INSTALL BIO-BAG AND FILTER SACK INLET PROTECTION FOR EXISTING PUBLIC AND •=�� =��-� ° �' '♦ ' XPWR XP _/ PRIVATE STORM CATCH BASINS PER CWS STANDARD DETAILS 915 AND 920. FIELD N o c .Y_..:_..Y_._.._,r_, �i-��111�121y ° I I I , jo, r c LOCATE FIRST UPSTREAM AND DOWNSTREAM PUBLIC CATCH BASIN AND PROTECT_ I y X �: ' 1 UNTIL 1200C PERMIT IS APPROVED FOR FINAL CLOSED OUT. DEQ DOES NOT ALLOW ANYo ,_ M BIO-BAG : *u CONSTRUCTION STORMWATER TO RUNOFF THE PROJECT SITE, PLUG ALL CATCH BASINS o M = = I I I AND PROVIDE FOR BIDDER DESIGN PUMPING AND CONTAINMENT SYSTEM. SEE DEWATERING NOTES AND COORDINATE WITH DEQ 1200C INSPECTOR, DEQ AGENTS AND CD s . , 4E:4 CITY OF NEWBERG TO DETERMINE DISCHARGE OPTIONS OF CONTAINED STORMWATER H a w DRAINAGE FLOW DIRECTION I I �„ : RUNOFF. ° 0 0, / -4, ®- INSTALL AREA FOR SOIL STOCK PILE PER CWS STANDARD DETAIL 810. PROTECT SOIL jA r .- 'i STOCK PILE WITH SEDIMENT FENCE. _ ; a • TEMPORARY SOIL STOCKPILE AREA / - d I ,� ® 0 10 - INSTALL STAGING AREA. =-I co . XQ` X ^� - - - - - - - - - O- INSTALL TIRE WASH PER CWS STANDARD DETAIL 870. 00 STAGING AREA •° I , 3 - - - I I _ - - cj fi• I x _ •_________----, ... . . X ► © © p © �, TIRE-WASH (DRIVE-THROUGH) F I' I i 3 " O' - O _ I XSA X5 f1 - -XSAN XSAN XSAN XSA XSAN XSAN XSA" - ail d I _ _ _ XSAN XSAN - - - - - - - - L PRE/INITIAL-CONSTRUCTION EROSION M CONCRETE WASHOUT ' I X Q SW INEZ STREET 0' o _____________________________ (VARIED WIDT - �e- I£ ��OF-wAY i. CONTROL BMP INSTALLATION AND SITE d 7 cr I lli CLEARING AND DEMOLITION NOTES: 0 ° x XWTR_rim oar: XWTR Y.,TR ___ -. _ ' J,_ - - - -- 4 •1- _ _ 4 r1; ( I J CONSTRUCTION STORMWATER DISCHARGES: I - - _ ---�_, �,_ __ - '" xw� -xwmT- _ X xw J o Q j • 0 -tsi -•s / -- 1. DEQ WILL NOT ALLOW ANY ONSITE STORM WATER RUNOFF TO DISCHARGE TO THE PUBLIC J (�' THE MEANS AND METHODS DESCRIBED HEREIN ARE INTENDED TO COMPLY WITH THE DEQ 1200C PERMIT I (n • - •- - - =�=:- • -.. - _ W / - ♦ °. °° CONVEYANCE SYSTEM THAT IS SEDIMENT LADEN OR TURBID. SEE DEWATERING NOTE FOR z z ^ W REQUIREMENTS.THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR MONITORING OF GROUND WATER x I (�- _ ! ' QQ� - - DISCHARGES AND MAINTAINING THE WORK ASSOCIATED WITH DISCHARGING CONSTRUCTION STORM �, I I �j X X �`( © Q ♦ -I I �.a MORE INFO. CAP ALL EXISTING CATCH BASIN OUTLET PIPES PRIOR TO BEGINNING ANY WORK. OuJ WATER IN ACCORDANCE WITH DEQ 1200C PERMIT REQUIREMENTS.THE FOLLOWING METHODS MAY BE ClJ s Iw �ARPOR • 1 Q • ALL RUNOFF MUST BE PUMPED TO AN APPROVED CONTAINMENT TANK FOR OFFSITE - 0 Ill r - - 0 IMPLEMENTED AS LONG AS THE CONTRACTOR IS MONITORING AND MAINTAINING COMPLIANCE WITH THE .. I 7 I I ' *Ni,�,;,( ;-�,; C'� _ YQ l • P DISCHARGE. THE 1200C PERMITTEE AND CONTRACTOR MAY WORK WITH THE PROJECT ESCP z • PERMIT REQUIREMENTS. " ¢ - Ir PATIO �� Y'- Y r1 V 'Q' ( a 4-I•� INSPECTOR, THE CITY PUBLIC WORKS DIVISION AND DEQ FOR IMPLEMENTING MEASURES TO J -\ Y CLEAN AND TEST CAPTURED AND CONTAINED STORM WATER RUNOFF TO DEQ APPROVED 1. PER DEQ PERMIT REQUIREMENTS SECTION 1.5 2.2.11,2.4: NO SEDIMENT LADEN WATER IS ALLOWED TO d I X © I ' _ / % 11111111�iili' �-' ° 0 / Q I- >< xo •�////////�j/////� l �l ,,,, ,( O !: C�,I CONDITIONS THAT WOULD ALLOW DISCHARGE TO THE PUBLIC STORM SEWER. THE C Q J BE DISCHARGED FROM THE PROJECT SITE. STORM WATER DISCHARGES SHALL COMPLY WITH DEQ 1200C x I x CONTRACTOR SHALL OTHERWISE PROVIDE FOR OFFSITE DISCHARGE EITHER TO THE CITYPERMIT REQUIREMENTS OF SECTION 3, 6.6 FOR MONITORING AND TESTING REQUIREMENTS FOR PH AND / `� fit . : 0 TURBIDITY. d. . I % I , I �'-�'„�,,,, Lil INSPECTOR AND PERMITEE MUST UPDATE THIS DEQ 1200C PERMIT WITH THE DEWATERING 0 • z _ 1 / / o 0 0 , .-•0✓III I0~ �' 0 w 2. DURING CONSTRUCTION, STORM WATER MAY BE PUMPED THRU A SEDIMENT BAG PER CWS DETAIL 950 Q I / HOUSE I = ,HEDGE DETAILS PRIOR TO BEGINNING WORK. (f� rr nn SHEET ESC-059. DISCHARGE MAY BE TO EXISTING PUBLIC STORM CONVEYANCES AS LONG AS DISCHARGE Q 4 " - - -1- - -G1s 'r I ,,, ° °< V THRU THE SEDIMENT BAG DOES NOT PASS OVER DISTURBED GROUND WITH EXPOSED SOILS. (j'c CO ��l// ad. Q < �1 x / O % •• . 2. ALL BASE ESC RUN-ON AND RUN-OFF PERIMETER AND SEDIMENT CONTROL MEASURES MUST BE Z NN CONTRACTOR SHALL COORDINATE AND OBTAIN PERMISSION FROM CITY PUBLIC WORKS DEPARTMENT TO • 0 / / :° a IN PLACE, FUNCTIONAL AND APPROVED WITH AN INITIAL INSPECTION PRIOR TO COMMENCING Q L.L Z Lii DISCHARGE IN THE STREET FLOW LINE. Si' Il I I I �' / , 1 lam/ % ° WITH SITE CLEARING, DEMO OR ANY OTHER MAJOR DISTURBANCE. THE SITE PERIMETER f r • ° Q 3. STORMWATER DISCHARGES OF ANY KIND DURING CONSTRUCTION MUST PROVIDE MONITORING TO ° I I Q = OH X01••1 / / ' f •� • 1..: CONTROLS AND PROTECTION OF ONSITE AND PUBLIC DOWNS-STREAM CATCHMENTS SHOULD 0 0 _ VERIFY TURBIDITY IS NOT EXCEEDING THE REQUIREMENTS OF OAR 340 041 0036. NO MORE THAN w�• a L FA t� - BE PROTECTED PRIOR TO STRIPING THE SOIL BELOW THE GRAVEL CONSTRUCTION ENTRANCE - Z H o � x I �-X� lT' - `- O y� ° Z L(7 (NEPHELOMETRIC TURBIDITY UNITS), NTU'S ARE NOT ALLOWED TO EXCEED MORE THAN 10/o OF I i11� 3 I X DECK 4'' e BUT THESE INSTALLATION PROCESSES MAY OCCUR AT THE SAME TIME AS LONG AS UNDER I- I_L.I co CUMULATIVE INCREASE IN NATURAL STREAM TURBIDITIES AS MEASURED RELATIVE TO A CONTROL POINT I ,5+ X I X r' p SUPERVISION OF A CERTIFIED EROSION CONTROL INSPECTOR. PERIMETER AND OTHER w IMMEDIATELY UPSTREAM OF THE TURBIDITY CAUSING ACTIVITY. DO NOT ALLOW SEDIMENT TO LEAVE THE ` it �° I �j N 0 y` .1 SEDIMENT BARRIERS APPROVED FOR USE INCLUDE THE FOLLOWING: PERIMETER CONTROLS Q • < - �- d. SITE. . I [ Z W �� e I o � � : < INCLUDE CONSTRUCTION ENTRANCE, SEDIMENT FENCE, STRAW WATTLES OR OTHER SUITABLE LLI 0 O) 4.TO THE MAXIMUM EXTENT FEASIBLE USE THE VEGETATED PLANTERS FOR TO INFILTRATE STORM ° x O I GRAVEL 0 SAED 1 - °. ,4. . BMP'S AS APPROVED BY SITE AND PERMIT ESCP LISTED INSPECTOR OR THEIR REPRESENTATIVE. J �p WATER ONSITE. I W h �� ° : •° SEDIMENT BARRIERS APPROVED FOR USE INCLUDE BIO BAGS AND SILT SAKS AT CATCH BASINS, U CO :° I x � _ 1 8" DIAMETER COMPOST SOCKS MAY BE SUBSTITUTED FOR BIO-BAGS. CO CA 5. DO NOT ALLOW ANY POLLUTANTS TO COMINGLE WITH STORM WATER DISCHARGES. DO NOT ;� I I X �� ....• . a ° DISCHARGE VISIBLE FLOATABLE SOLIDS OR FOAM. �I I z d, / ° Q 3. NO JURISDICTIONAL SENSITIVE RECOURCES EXIST ON THIS PROJECT SITE. ONLY TREES TO U) • 6. IF STORM WATER IS FOUND TO CONTAIN OILS/GREASE OTHER PETROLEUM BASED FLUIDS,THE 4 > X A _ 1 9-" • a WOOD RETAININ' REMAIN EXIST. SENSITIVE RESOURCES MUST AT A MINIMUM BE DELINEATED WITH AN ORANGE CONTRACTOR SHALL PROVIDE FOR AN OIL WATER SEPARATOR OR PROVIDE A CARTRIDGE FILTRATION d II +-+ 1 I oISHEDI © I :d TENSAR FENCE AND MAY REQUIRE 6 FOOT TALL CHAINLINK FENCE DEPENDING ON LOCAL DEVICE SUITABLE TO REMOVE OILS/GREASE. ,I/ I r. •. d d. a - - ORDINANCES. SENSITIVE RESOURCES INCLUDED BUT ARE NOT LIMITED TO THE FOLLOWING: �, X TREES TO REMAIN AND BE PROTECTED ARE GENERALLY CONSIDERED THOSE TREES WITH A Q 7. STORM WATER DISCHARGING TO THE FLOW LINE OF THE STREET TO THE CITY CONVEYANCE SYSTEM °. I I T-4 ;:1" d. d DBH OF 12 INCHES OR GREATER, OTHER DELINEATED SENSITIVE AND ENVIRONMENTAL AREAS ARE NOT A SIGNIFICANT CONCERN FOR FLOW VELOCITIES, HOWEVER, FLOW DEPTH OF THE DISCHARGING • N I 40 Z 0 d ° IDENTIFIED ON LOCAL, STATE OR FEDERAL MAPS AND INCLUDE AN APPROVED CONCURENCE ~ I- WATER SHALL NOT EXCEED A MAXIMUM OF 4-INCHES IN THE IN THE STREET GUTTER. /yl, ° X c Q X I I © WITH THE DEPARTMENT OF STATE LANDS OR US ARMY CORPS OF ENGINEERS, OR THOSE Z Z x ,-� { 4 W W W 8.ALL CONSTRUCTION STORM WATER DISCHARGES MUST BE MONITORED. DO NOT ALLOW DISCHARGES / •. . ICi) 1 '�`^^� d. a.° DELINEATIONS BASED ON LOCAL AND STATE REGULATIONS THAT ARE NOT IN STATE OR JD OVER NIGHT OR WEEKENDS AND HOLIDAYS UNLESS THEY ARE BEING MONITORED HOURLY. • 0 , X I I •• Q FEDERAL JURISDICTIONS WHICH COULD INCLUDE STEEP SLOPES AND OTHER NATURAL 0 U� CD ons I di e INTERMITTENT DRAINAGE CHANNELS. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CC 9. REPLACE THE BIO-BAG FILTER WHEN THE PRESSURE DIFFERENTIAL EQUALS OR EXCEEDS THE �r I Z I p II 1 • ° CONSTRUCTION BARRIERS NOTED ON THE PLANS. d PROFS MANUFACTURERS SPECIFICATIONS. I Q X • - e a _ I x H. •,' : •"d • 4. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, .-,c, ' N' �s`��D� 10. IF THERE IS NO OTHER OPTION FOR COLLECTING AND DISCHARGING CONSTRUCTION STORM WATER, SHALL BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION �' 9 Q_ THE CONTRACTOR MAY DISCHARGE TO THE CITY SANITARY SEWER UPON RECEIPT OF WRITTEN FORMAL X 3 I ° ( 80058PE ,--- CCD ,SAN x m a APPROVAL FROM THE CITY PUBLIC WORKS DEPARTMENT. �� OF THE PROJECT. THIS EXTENDS INTO THE RIGHT OF WAY AND OFFSITE WHERE VEHICLES MAY I , gN oz I m HAVE TRACKED SEDIMENT WHILE LEAVING THE SITE. SEDIMENT TRACKED INTO THE RIGHT OF PRELIMINARY N 11. IF THE CONTRACTOR OR ESCP INSPECTOR FIND THAT THE SEDIMENT BAGS ARE NOT FUNCTIONING © MX I 9-22-2025 N x 11 �7� t I •1 • WAY SHALL BE CLEANED EACH DAY AND GENERALLY IMMEDIATELY. FOR THIS PROJECT.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IN WRITTING - i O -GNF 7 V7•` IMMEDIATELY AND PROVIDE FOR A STORAGE TANK TO PUMP AND STORE CONSTRUCTION STORM WATER. X �� 5. SITE STRIPPINIGS SHALL BE COORDINATED WITH MASS GRADING ACTIVITIES. STRIPPINGS AND S N x I I MASS GRADING SHALL OCCUR IN AREA'S SMALL ENOUGH TO PLACE BASE ROCK BELOW J. DES). 0 12.AT THE END OF CONSTRUCTION,AFTER FINAL PAVING AND SITE LANDSCAPING HAS BEEN INSTALLED I I- I o • O PAVEMENTS AND BUILDING STRUCTURES EACH DAY TO PROTECT NATIVE MOISTURE SENSIVITE AND PRIOR TO OPENING THE DETENTION SYSTEM TO ALLOW DISCHARGES,THE CONTRACTOR SHALL JET (�11 X I SOILS FROM BEING OVER WORKED AND TO PREVENT POTENTIAL VIOLATIONS OVERNIGHT DO TO RENEWS: 12-31-2025 N OUT ALL CATCH BASINS, STORM LINES AND THE ENTIRE DETENTION SYSTEM. PUMP WATER FROM THE .a - �J I *- * DETENTION SYSTEM MANHOLES THRU A SEDIMENT BAG PER DETAIL 950 ON ESC-059 AND ALLOW THE r• I I 0 UNFORSEEN WEATHER OR OTHER CONDITIONS AND CIRCUMSTANCES BEYOND THE DATE: CD WATER TO DRAIN ACROSS THE PAVEMENT TO THE CATCHMENTS UNTIL ALL SEDIMENT HAS BEEN a°'.o�I o CI �� CONTRACTORS CONTROL. DO NOT OVER WORK SOIL OR LEAVE SOIL EXPOSED TO THE WET REMOVED FROM THE INSTALLED STORM CATCHMENTS AND DETENTION SYSTEM.ONCE THE STORM -�+ ;� I X II4E. I' O' WEATHER. DO NOT EXCAVATE AND MASS GRADE NEW LANDSCAPE AND VEGETATIVE AREAS DRAWN BY: RTN re) WATER HAS REACHED THE REDUCTION IN TURBIDITY AND HAS BEEN CONFIRMED FOR PH AND OILS,THE d X /�'� UNTIL THOSE AREA'S ARE WITHIN 14 DAYS OF BEING ABLE TO BE PLANTED. IF VEGETATIVE O DETENTION SYSTEM AND CATCH BASINS MAY BE UNPLUGGED AND ALLOWED TO FUNCTION AS DESIGNED. I I I PROJ. M GR: CJD I .• °.•' X o AREA'S ARE EXCAVATED DUE TO SITE CONSTRAINTS PROTECT SOIL WITH A LAYER OF 3" LAYER U CONTRACTOR SHALL CONTACT THE ESCP INSPECTOR AND THE ENGINEER OF RECORD TO VISUALLY W OBSERVE THE SYSTEMS PRIOR TO ALLOWING STORM WATER DISCHARGES. I • I I �• __�- Z o z - _ 2 --r r • _�_��__�- - � OF WOOD CHIPPING OR BARK MULCH MULCH AND COVER THE MULCH WITH A LAYER OF CHECKED BY: CJD - _ - - - CERTIFIED WEED FREE STRAW. SLOPES SHALL BE PROTECTED WITH PLASTIC SHEATHING UNTIL u ¢1 1 .: 0, I - EROSION CONTROL BLANKETS AND VEGETATION CAN BE INSTALLED. PROJECT NUMBER (< _ 1 *0 ° I• X I I -XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN 25608 o • • : I I I I CASE FILE NUMBER I co I I I I I I GRAPHIC SCALE 0 (0 CLEARING AND DEMOLITION PLAN 20 0 10 20 4o soSHEET NUMBER N ESC-053 J (1) SCALE: 1" = 20' _ ( IN FEET ) `� - 1 inch = 20 feet 4 O F 9 II x 1 I 'Pk' DQK a ° — — <, —P/L, C1 <,_ � o 0 PAL a e e o _ P _ KEYNOTES FOR THIS SHEET 0 I I a—X�— �— `>— �� o_,<>x <> c T= > 7 — MARK - DESCRIPTION v' LEGEND • - • I --�� • a n ( 1 j- MAINTAIN GRAVEL CONSTRUCTION ENTRANCE 20'WIDE (MIN) x 50' LONG (MIN) PER CWS w EXISTING CONTOUR (1 FT) - a • ' �' I', I- N . V �-/ o } . • I x I y J J STANDARD DETAIL 855. Z, Z o WW ° x --O F P_1 -tf..`1qa� l I I_ 1�1 h*�I I; -J �� not a EXISTING CONTOUR (5 FT) - — ° ` ° I 0 I - __.. _ ( 2 j— MAINTAIN PERIMETER ORANGE TENSAR CONSTRUCTION FENCE ALONG DISTURBANCE U W w .-E �/ BOUNDARY AS SHOWN. n I Z o Z W W .Z PROPOSED CONTOUR (1 FT) IR�UEWA °• I I I �"� �� "L v, I~ I g ° n ( 3 j— MAINTAIN SEDIMENT FENCE PER CWS STANDARD DETAIL 875. (�) W w PROPOSED CONTOUR (5 FT) . f* CrI X I L7� ZI= Q Z L4 o Z I I I I W(7 J W O W PROPERTY LINE - - I I x 'a J I 4a— MAINTAIN FILTER COMPOST SOCK. • 1 Z o I-x M F � � w�� Ole_ I �- �rr,,Z¢�Z �� aF� c� �w CONSTRUCTION FENCING <> i I . �II I ( 5 )— MAINTAIN CONCRETE WASHOUT PER CWS STANDARD DETAIL 900. -� =00AL_¢Zr-,n O `�� 0 <?SEDIMENT FENCING x x I I N I • I ( 6 )— MAINTAIN BIO-BAG AND FILTER SACK INLET PROTECTION FOR EXISTING PUBLIC AND HZ °• I yL II I © �JPRIVATE STORM CATCH BASINS/INLETS PER CWS STANDARD DETAILS 915 AND 920. 0 COMPOST SOCK o o LOT 1 LOT 2 LOT 3 U9073 s.f. 7,962 s.f. 7,921 S.f, © a7 — MAINTAIN AREA FOR SOIL STOCK PILE PER CWS STANDARD DETAIL 810. WETLAND BOUNDARY IIIII v $ INSTALL AND MAINTAIN 6" THICK GRAVEL PAD FOR JOB TRAILERS, EQUIPMENT AND DISTURBANCE BOUNDARY = = 4I MATERIAL STAGING AND PORTABLE RESTROOMS. BASE ROCK SECTION SIMILAR TO IX I I ROAD PAVEMENT SECTION OF 1 1/2" - 0" COMPACTED CRUSHED ROCK. SEE "STORAGE EXISTING TREE TO BE REMOVEDv**4 I I OF CONSTRUCTION BUILDING MATERIALS" NOTE ON ESC-051 FOR MORE INFO AND ONCEI6 •------------- THE BUILDING ENVELOPE IS STRUCTURALLY APPROVED, MANY OF THE BUILDINGYCONSTRUCTION ENTRANCE ° : I I I I ) M av CONSTRUCTION MATERIALS WILL BE STORED INSIDE THE BUILDING.•..� ...�� II I ( 9 }— MAINTAIN TIRE-WASH PER CWS STANDARD DETAIL 870. z Mtit ° y X - I �� OBIO-BAG I IIIIIx PC o M IaI I �a I nIt 1 o x v ro F� a w N il.ii_ DRAINAGE FLOW DIRECTION 0 I TI n `� MASS GRADING STREET AND PAVEMENT I TEMPORARY SOIL STOCKPILE AREA0..:d 'r - �a - r z— I I Q STABILIZATION ESC BMP IMPLEMENTATION : O ti • i P/L - _W ... _� _ _ NOTE: THIS PLAN ASSUMES ALL RUNON AND RUNOFF AND PERIMETER SEDIMENT CONTROL MEASURES 0 ° e' I I , O OD ROW ROW — — — ARE IN PLACE, FUNCTIONAL AND INSPECTED AND ALL SITE STRIPINGS, TREES AND ROOT BALLS AND o0 STAGING AREA • f, I - , - - - - —,--- _ OLC ROW - - - - DEMOLITION WORK IS COMPLETE PRIOR THE MASS GRADING WORK COMMENCING. NOTE: NO CHEMICAL N- q , �I I I ? z \ ^ TREATMENT OF NATIVE OR IMPORT SOILS SUCH AS LIME OR CEMENT TREATMENT OR SIMILAR IS 1- °' • sat IIII ` ALLOWED UNDER THIS PERMIT. IF CHEMICAL TREATMENT OF NATIVE OR IMPORT SOILS IS FOUND TO BE x NECESSARY THE PROJECT EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AND THE DEQ 1200C TIRE-WASH (DRIVE-THROUGH) 1111111111111 I' I I I 3 — � OI L PERMIT SHALL BE REVISED BY THE CONTRACTOR AND INSPECTOR WITH BMP'S TO PROTECT AND ■ I SA XSAN XSF -XSAAY - 4164 a I XSAN xsAr —XSAN L XSAN PREVENT OFFISTE DISCHARGE OF CHEMICALS AND DEQ SHALL APPROVE THE PROPOSED REVISIONS - AND BMP'S PRIOR TO COMMENCING WITH ANY CHEMICAL TREATMENT PROCESSES OF THE NATIVE OR Z cCn - diI WTR WTR WTR R WTR TR AmkWTR WTR WT.' WTR WTR WTR IMPORT SOILS. J O CONCRETE WASHOUT �- • ' � Z SW I .•° i I X IJ STM STM STM STM STMAU STM C S 11 NEZ STREET 0 Q . 0, x �� ; Z� = STM (VA'IED WIDT P �BLIC RIGHT tic — I -WAY)* ')•�, 1 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL fY . .. i g 1 I ---g -- i ' ,°I� - - _ i'� CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED WITH AN Z 0 0 ESTIMATED EARTHWORK l �` /voggige—'�1,��I� ® ', �,,,,,,,,,,�1, �" ®, xy�i INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF MASS GRADING AND UTILITY CONSTRUCTION J 1111�1�L�\ ♦III I 0 J o p-- z s % i�i�iii�r■i��i■�afii�l I i�l ■■■■■■■■i�f■��■■■iiiii■�i�r■iiii�il—ii■i��l��i■ii�i■ - ACTIVITIES. SEE CLEARING AND DEMOLITION PLAN AND NOTES ON SHEET ESC-053 FOR MORE QUANTITIES FOR ENTIRE SITE — — a ,. ■■Ri111i1■1■�■■■■1■■■■_■■1 I I� ■■■■■■■ ■■■■■■ ■ ■■■I■■ ■�■■■■■■�■_■■■■11■■■■T,1�11■■■ INFORMATION. F ^ w ° s o x L w O , r2 P/L �� - - 2. ALL ADDITIONAL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING OR UTILITY INSTALLATION)" < Z (f) CUT XXX CU. YD. 3 ,,,i,,:,, �— = ^ SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED MASS GRADING OR N 0 w cn Et i s M I �:� �. PRIOR TO ANY UTILITY CONNECTIONS. MASS GRADING ASSUMES ALL UNUSABLE SOILS HAVE BEEN J — — 0 a " = ■: 4:. I • EXPORTED FROM THE SITE AND ALL STRUCTURAL FILL HAS BEEN PLACED, INCLUDING ROCK — �_ Z Lu FILL XXX CU. YD. ¢ 7 u� ( u 111 I ° SECTIONS UP THE BOTTOM OF FOUNDATIONS, FOOTINGS, SLABS AND PAVEMENTS. (THIS DOESN'T < p :.I > E I x . i WT4 ��A u .a. '� INCLUDE SIDEWALKS AND CURBS) Q 11 J Ill ,�,,,�,,,, �� I 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING BLANKETS AND/OR MATTING" SHALL BE IN H 0 CC Q NET XXX CU. YD. (FILL) XI I,� I I ,,,,,,,�;��,�,�, I ! :a PLACE OVER ALL EXPOSED SOILS IMMEDIATELY AFTER GRADING IS COMPLETE. THIS PROJECT SITE G �I•I•I••I�►II�IA . ° DOES NOT HAVE STEEP GRADING SLOPES THAT REQUIRE MECHANICAL STABILIZATION. D 0 THESE QUANTITIES ARE FOR PERMIT ONLY. I z III I ,,,,,,,,,,,�� a • 4. LONG TERM SOIL PROTECTION MEASURES SUCH AS MULCHES AND STRAW MUST BE IN PLACE FOR 0 0 W I�I��Ii►��I/II, 0 I a °.HEDGE SOILS THAT WILL BE EXPOSED FOR MORE THAN 24 HOURS. Z CONTRACTOR TO CONFIRM QUANTITIES FOR PRICING. C )- Aa. rnQ 5. THE VEGETATIVE STORM WATER FACILITY CONCRETE WALLS AND CURB CUTS MAYBE INSTALLED Q 0 V HYDROSEEDING, FERTILIZING, Lli ;, x11111 I ° ° ANOVEDRROWS AND PLANTS UNTIL THE SIOTECTED PER THE 1/ESC-059. O NO S BEENLL PAVOCK ED AND ISOSUBSOIL TANTAOLL/Y COMPING LIA,LETE. z I /� . I HYD RO M U LC H I N G AND TACKING :° I I Q pIII I I ;°I. : 6. STOCKPILED SOIL OR STRIPPING'S SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. Z rr�nn _ cn Our III I / STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH WHEN NOT IN USE — V Z I�� I L. - '� O ° AND WHEN LEFT OVER WEEKENDS, HOLIDAYS AND OTHER SCHEDULING THAT DOESN'T HAVE 0 Ln GENERAL REQUIREMENTS I -�I LOT 1 •T 2 LOT 3 LOT 4 v Q ~ w `�• J_JEARTHWORK ACTIVITIES GOING ON OVER CONSECUTIVE DAYS. SEDIMENT FENCE IS REQUIREDAROUND THE BOTTOM PERIMETER OF THE STOCKPILE. STOCKPILES SHALL ALSO BE COVERED wIN GENERAL, WHEN GROUND SURFACES HAVE BEEN DISTURBED, THE APPLICANT `- " N I O - '� �.i II I 7,718 s.f. 6 s.f. 7,577 s.f. 9,154 s.f. A WILL BE REQUIRED TO APPLY HYDROSEEDING, FERILIZING, HYDROMULCHING AND :*I ,I z I � I OVER NIGHT. 0 �r� 0) TACKIFIERS ACORDING TO THE REQUIREMENTS OF THE ODOT STANDARD .(�� I I ° •. I a. 7. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING V CO SPECIFICAITON SECTION 01030.43 FOR PERMANENT (EAST OF THE CASCADES)AND I X �• I I I�1 0' A ° . ° AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR (f) o0 TEMPORARY SEEDING AND ACCORDING TO SECTION 01030.48. FOLLOW ONE-STEP w Ey III I I `I .. WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES REQUIRE ADDITIONAL EROSION CONTROL (n x It I : a MEASURES THAT INCLUDE TRACKING FROM TRACKED EQUIPMENT AND EROSION CONTROL MATS. OPERATION UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. • •d•;, I I '' I Q Cii I a 8. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING CC FOR HYDROSEEDING OPERATIONS THE FOLLOWING APPLY: ( 0I I Q x I .;, I I I p THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER G w 1)APPLY A GREEN DYE TRACER AS A VISUAL APPLICATION AID. x A : I I AI ° WOOD RETAIN APPROVED MEASURES BY THE PERMIT INSPECTOR. 1Y 2) ON SLOPES STEEP THAN 2H:1V DOUBLE THE RATE OF TACKIFIER TO BE APPLIED a. I I I �,I '�� I • ° 9. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND 0 Ct, ° , 4 MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT 3)APPLY HYDROSEEDING ONLY DURING THE APPROVED SEEDING DATES 1 - - - O per_, II� I I I LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE Q IN ADDITION TO HYDROSEEDING, ON STEEP SLOPES, NATURAL FIBER ESC MATS WILL N z I I •In I a • ° : THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. F- I- z BE REQUIRED. MATS SHALL HAVE A MINIMUM LIFE EXPECTANCY OF TWO (2)YEARS. :/;° . '; I X q "Ii' ��I I I 10. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF Z Z I IJ ° ° APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE J - W / `" N Ci) I I REGULARLY INSPECTED AND MAINTAINED AS NEEDED. INSTALLATION OF PERMANENT OUTFALL RIP 0• U c+ a r-�_.•1 1b�� ! .-, 6titr t �c •c ic,ar •tomiii r • Q �, HYDROSEED MIXTURE SCHEDULE b I '. _ �_� _ = ____�lt,_A, ° RAP SHALL BE INSTALLED PRIOR TO ALLOWING NEW STORM DISCHARGES. 11. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT cL Z GAS ► o o MAX % C1 I z I 111 I hA • .• ° TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. �d PROFC PROPORTION NAME COMMON (LATIN) MIN /° MIN /° WEED I x I °n 12. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT 5�� -N - �`�'� GERM SEED I i I \ c' / /D SEED so I �� DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM OR LEAVE THE SITE. IF 4-c� . � <% Q_ x �II•MI — — ° . C 80058PE 50 KENTUCKY BLUEGRASS 80 85 0 ,SAN XISAIN n SA,'•---- SAN I I I ° ' ' '.. THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY Ln (POA PRATENSIS) I m -N ;:I a,' ' DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS WILL PRELIMINARY N O- X MX + I BE REQUIRED. THE WASH OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE 9-22-2025 (N 30 CHEWINGS RED FESCUE 85 98 0 I I I a� I • (FESTUCA RUBRA VARIETY) zo I �j J•II I JIa CLEANED WHEN IT REACHES 50% OF THE STORAGE CAPACITY. CONCRETE WASHOUT SPOILS SHALLBE PROPERLY DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REQUIREMENTS. 0N 10 PERENNIAL RYE GRASS 90 98 0 , 1(e` II� I 13. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM J. DESL N (LOLIUM PERENNE) �� II�� LOT 5 I • O WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. • n 14. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER RENEWS: 12-31-2025 N 10 REDTOP (AGROSTIS ALBA) 85 92 0 `� r� 0,,,,,, I 8 760 S.f. 0SYSTEM. DATE: a I 11■I°°d°.;� �, 15. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM 1II _ `--_ REACHING DISCHARGE POINTS.:: r�� IIl�c_•' - ©' DRAWN BY: RTN 1n w I I I II,. 16. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, 0 °•' x "'®Iii +WT 7 ^ TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. PROJ. M GR: CJD o SEE THE CONSTRUCTION STORM WATER I V U U v `� I I { IIIIIIFip `. - �� x <> ---<��_<> 9 <> x X _ —� --� DEWATERING NOTE. CHECKED BY: CJD W I :;� IIIC X - /L — —4-7 _ O< IL ' _ <>n x <> x < P/L DISCHARGES NOTES ON SHEET ESC-053 FOR I : V I I P/L P/L - - - - I P/L — — CONSTRUCTION STORM WATER DISCHARGE PROJECT NUMBER c i ..< _ /<` THIS SITE IS NOT REQUIRING PERMANENT DEWATERING MEASURES THAT REQUIRE PERMITTING OR METHODS ALLOWED WITH THIS PERMIT ° I x I I �:� -XSAN XSAN XSAN XSAN XSAN XSAN XSAN $15 XSAN REGISTRATION WITH DEQ. ALL FOUNDATION DRAINS AND SITE RETAINING WALL DRAINS SHALL 25608 o . 4 CONNECT TO THE SITE STORM WATER QUALITY, DETENTION AND CONVEYANCE SYSTEMS. I v - g., I I I I TEMPORARY CONSTRUCTION DEWATERING IS A MEANS AND METHODS PRACTICE AND IS NOT CASE FILE NUMBER AUTHORIZED UNDER THIS PERMIT. THE CONTRACTOR PERFORMING CONSTRUCTION SHALL w I I m I I I x I DETERMINE CONSTRUCTION DEWATERING REQUIREMENTS AND IF THE CONTRACTOR DEEMS co I I x I 1 0 , a a GRAPHIC SCALE CONSTRUCTION DEWATERING IS NECESSARY THE CONTRACTOR SHALL COORDINATE WITH THE SITE coo 20 0 10 20 40 80 DEQ 1200C PERMIT EROSION CONTROL INSPECTOR TO DETERMINE THE BEST PRACTICE FOR SHEET NUMBER 1 MASS GRADING AND STABILIZATION PLAN IMPLEMENTING TEMPORARY DEWATERING. IF CONSTRUCTION TEMPORARY DEWATERING IS N _ ES 0-054 w ESC-054 SCALE: 1" - 20' REQUIRED COORDINATE THAT DESIGNED CHANGE WITH THE EROSION CONTROL INSPECTOR AND ( IN FEET ) PROVIDE THE REVISION TO DEQ FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. THE ENGINEER W 1 inch = 20 feet OF RECORD WILL NOT DESIGN MEANS AND METHODS OPERATIONS FOR TEMPORARY DEWATERING. 5 OF 9 II A I 1 'l'L' DQK ° — — _NI_ 0 _ P/L a e e o P KEYNOTES FOR THIS SHEET I • r a—x�— -- �— <> L„ _ �� — < — T — > 71 —LEGEND 0 :° I ITo <> �" -�_,� — . MARK - DESCRIPTION w EXISTING CONTOUR (1 FT) - �' F- n ( 1 ]• — MAINTAIN GRAVEL CONSTRUCTION ENTRANCE 20' WIDE (MIN) x 50' LONG (MIN) PER CITY w 4 Ill!':'1. I X I I �� STANDARD DETAIL 601. W Z o o W} EXISTING CONTOUR (5 FT) - — _.._:__• w I_ I_=1 aak. I; a �� ~ - a ° ° I ° I - __ • . .ti._;. �. ., ( 2 j— MAINTAIN PERIMETER CHAIN LINK/ CONSTRUCTION FENCE ALONG DISTURBANCE eQ E I .ZBOUNDARY AS SHOWN. nZPROPOSED CONTOUR (1 FT) IRLVEWA I� 1I I I�1° ° - ~ < m ° ^ ( 3 )— MAINTAIN SEDIMENT FENCE PER CITY STANDAR DETAIL 602. ,' l w w PROPOSED CONTOUR (5 FT) ° �' Ix I • ' I `/ 11 ,F W o w I �w o o I X �. I I I I jill ^ � �i� ¢�mx�c� PROPERTY LINE - - I x ( 4 j— MAINTAIN FILTER BERMS ROCK/COMPOST SOCK 1' INTO THE PROJECT SITE FROM • /4 w Z ° '° v • ~ wz� z p F a I 9 Nil! I SEDIMENT FENCE PER STANDARD DETAIL 1/ESC-058. RD ¢}Z g a CONSTRUCTION FENCING <> II I �I I �Z� oa WZo5 — MAINTAIN CONCRETE WASHOUT PER CITY STANDARD DETAIL 607. F-I ��/1 'IA �1¢Zp_"• IeN11: Inp • C I O wF _SEDIMENT FENCING x x I I . I �--IZ._. 0 ( 6 )— MAINTAIN BIO-BAG AND FILTER SACK INLET PROTECTION FOR EXISTING PUBLIC AND 0 COMPOST SOCK o O .: I I L I> LOT 1 LOT 2 LOT 3 �/— PRIVATE STORM CATCH BASINS PER CITY STANDARD DETAILS 604 AND 605. UWETLAND BOUNDARY — , _ I I 9,073 s.f. 7,962 s.f. 7,921 s.f. 0 a7 MAINTAIN AREA FOR SOIL STOCK PILE PER CWS STANDARD DETAIL 810. e IaIInVI6 DISTURBANCE BOUNDARY — 4 IXIIO— MAINTAIN 6" THICK GRAVEL PAD FOR JOB TRAILERS, EQUIPMENT AND MATERIAL STAGING AND PORTABLE RESTROOMS. BASE ROCK SECTION SIMILAR TO ROAD EXISTING TREE TO BE REMOVED , I III PAVEMENT SECTION OF 1 1/2" - 0" COMPACTED CRUSHED ROCK. SEE "STORAGE OF IICONSTRUCTION BUILDING MATERIALS" NOTE ON ESC-051 FOR MORE INFO AND ONCE YCONSTRUCTION ENTRANCE " .-. a II nI THE BUILDING ENVELOPE IS STRUCTURALLY APPROVED, MANY OF THE BUILDING i) "' oI I I � No CONSTRUCTION MATERIALS WILL BE STORED INSIDE THE BUILDING.E 1S . I I I 9 — MAINTAIN TIRE-WASH PER CWS STANDARD DETAIL 870. :0> ° ,YBIO BAG =_-_ I O II , I I I x I a I 4°' �o s LI 1 I I E~ a wDRAINAGE FLOW DIRECTION0 ' 0 I I L1 - _ ,, TEMPORARY SOIL STOCKPILE AREA / 4 — _z --L.- (I) ^ r' - I ! \ z— O oo I x ROW 00 •STAGING AREA .° el I I I , Op ROW _ T — — — _T^ _ _ OLOC Row _ 0", ' MI I I Z = - - °' • v) I IIII - ` O O TIRE-WASH (DRIVE-THROUGH) I Illlllllllllllp II I ISA 3 O I ,pLo I -XSAN XS/- -XSAA4 L - 4164.411 _ _ � � XSAN XSAP� —XSAN I XSAN M G I L WTR WTR WTR R WTR TR WTR WTR WT.' WTR WTR WTR 1 00 CONCRETE WASHOUT : < O W ° I X 1 u STM STM STM STM STM -O STM C SW NEZ STREET 0 p x 5�� Villiillarldmi_1/1111/11 — z,At I STM (VA'IED WIDT P 'BLIC RIGHT— I —WAY) T� 0I— z s /� 1.: I '�■■■■ /,,,,,,11111 1 /1,,,,,11112—,��L , xw Q J 0■■i�f■��■■■■i■��■■�i�r■i��il—ii■r■��i■1-iiINC- a \— :a( ■■R:►J■1■■■■■■1■■■■■■1 f J ■■■■■ °■■ ■■■■■■ ■ ■■■I■■ ■�■■■■■■.■■■■■11■■■■.Tri.■■ ° Z ., WS H n P/L Q — v/ le A I F5- ______ ___,_ _ . 7:4 Z 0 Lil „u) ° I STM if i ` • O Z- L., ciTIA Li j Q �� ( I Q p I > X • I i ��•�•. © a c UTILITY INSTALLATION EROSION AND U Q��X1 �� I ��:7:4 I i SEDIMENT CONSTRUCTION NOTES: mXI IinIi�i�i�i�i�i • ° : ° O • L --1- ��I I ►iiiii��►i�i�i, 0 I : "HEDGE NOTE: THIS PLAN ASSUMES ONLY FINE GRADING WILL OCCUR AFTER UTILITY INSTALLATION AND (n U W • .° V 1-17 I '. e.11 a I I ,, ,,,NSW4A I as • THAT MASS GRADING IS SUBSTANTIALLY COMPLETE. Z 0 ~ I XIll Ii I , :°:a 1. UTILITY TRENCH SPOILS NOT REUSABLE FOR BACKFILL SHALL BE STOCKPILED AND 0 Z I' II �� I , I PROTECTED UNTIL THEY ARE ABLE TO BE REMOVED FROM THE PROJECT SITE. U r "7 • Q Q I I Q � ' I ;°I• 2. VEGETATIVE STORM FACILITIES CONCRETE WALLS MAYBEINSTALLEDANDSTORMWATERUI _� I / MAY BE DISCHARGED TO THESE IF PROTECTED PER DETAIL 1/ESC-0591111 • . DO NOT INSTALL FINAL — Z-�LV�I LOT 1 �T 2 e ROCK, GROWINGMEDIASOILORPLANTINGS UNTILPROJECTISSUBSTANTIALLYCOMPLETE. w Lo O'� p in I I LOT 3 LOT 4 Ja A3. PLUGTHELOWFLOWORIFICEOFTHEFLOWCONTROLDISCHARGEMANHOLEUNTILJ LJJT •I 'I x*IN I 7,718 s.f. • 6 s.f. 7 577 s.f. 9,154 s.f. I e • PROJECT IS SUBSTANTIALLY COMPLETE. STORM RUNOFF DURING CONSTRUCTION MAY BE �/ :.I z W N I • a STORED IN THE DETENTION TANKS. UPON SUBSTANTIAL COMPLETION THE CONTRACTOR rr In� O 1 � < 7 oI .+IU 0', I ° I a SHALL REMOVE THE WATER AND SOIL PER THE KEYNOTE ON THIS PLAN. V CO II ^ ° . ° 4. STOCKPILED SOIL OR STRIPPING'S SHALL BE PLACED IN A STABLE LOCATION AND CO co w E� •° III I I V °I CONFIGURATION. STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW IQ I I L. III I • • ° MULCH WHEN NOT IN USE AND WHEN LEFT OVER WEEKENDS, HOLIDAYS AND OTHER c~�nIz �:I I I °e SCHEDULING THAT DOESN'T HAVE EARTHWORK ACTIVITIES GOING ON OVER CONSECUTIVE Cii I Q gl 1 •° . DAYS. SEDIMENT FENCE IS REQUIRED AROUND THE BOTTOM PERIMETER OF THE STOCKPILE. LLI X A U l�ll I 1 AI .WOOD RETAIN STOCKPILES SHALL ALSO BE COVERED OVER NIGHT. CC a~ I i '�ii • C'� ' �I,. I I I .:° .•. ;.` a — — 5. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY I I I SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT Q I d . . FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES REQUIRE ADDITIONAL ' 1 zz I�'-� W I�� AI ° I I 5 al i. I 1101 n . EROSION CONTROL MEASURES TO INCLUDE TRACKING AND EROSION CONTROL MATS. z DEWATERING NOTE. /° x I I :° 6. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES W W LL THIS SITE IS NOT REQUIRING PERMANENT DEWATERING MEASURES THAT / • : , I I .I -arIJ INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW _I >- REQUIRE PERMITTING OR REGISTRATION WITH DEQ. ALL FOUNDATION ° '• 8 ¢ ��,,,,a I i "e0t- �_-- I.,w�, ,_ r_► = =�_��w��.= .�_.� �:� �_�.:w�_ I ii a - MULCHING, OR OTHER APPROVED MEASURES BY THE PERMIT INSPECTOR. 0 U �L" I � !��L �_ b�b��2 .�-a �t is .c Pi:Pi: -.ate r • 0 DRAINS AND SITE RETAINING WALL DRAINS SHALL CONNECT TO THE SITE OAS I 6 I ' i� '�= =�=� =� ='=- -_�:_ I • ° 7. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION z I AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, � STORM WATER QUALITY, DETENTION AND CONVEYANCE SYSTEMS. C■ z `� ill TEMPORARY CONSTRUCTION DEWATERING IS A MEANS AND METHODS I I 0 I 1 I A • • .° BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE ��Q,�4 PROF4sPRACTICE AND IS NOT AUTHORIZED UNDER THIS PERMIT. THE CONTRACTOR = I x iIl� I : od REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE \5 c ' '�' c. , `�/p�PERFORMING CONSTRUCTION SHALL DETERMINE CONSTRUCTION o I IIU I PROJECT. `� � <' 9 • >< I 80058PE l DEWATERING REQUIREMENTS AND IF THE CONTRACTOR DEEMS SAN )1SI j J : SA �� ° : • 8. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF CO CONSTRUCTION DEWATERING IS NECESSARY THE CONTRACTOR SHALL = I � �� . MX 1 • It SAN I II m . APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE PRELIMINARY N COORDINATE WITH THE SITE DEQ 1200C PERMIT EROSION CONTROL O - I . . REGULARLY INSPECTED AND MAINTAINED AS NEEDED. INSTALLATION OF PERMANENT 9-22-2025 IN INSPECTOR TO DETERMINE THE BEST PRACTICE FOR IMPLEMENTING = X I I /I II I I JIB OUTFALL RIP RAP SHALL BE INSTALLED PRIOR TO ALLOWING NEW STORM DISCHARGES. ; \. 7 V7\" \�v` TEMPORARY DEWATERING. IF CONSTRUCTION TEMPORARY DEWATERING ISi o I I 1 ;gm I 1 9. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN S J. D `P� N REQUIRED COORDINATE THAT DESIGNED CHANGE WITH THE EROSION • III I WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. N CONTROL INSPECTOR AND PROVIDE THE REVISION TO DEQ FOR REVIEW AND �T— iMIl� LOT 5 I • 0 10. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION APPROVAL PRIOR TO PROCEEDING. THE ENGINEER OF RECORD WILL NOT I n THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM OR LEAVE RENEWS: 12-31-2025 N DESIGN MEANS AND METHODS OPERATIONS FOR TEMPORARY DEWATERING. `�.r� Olt I 8,760 s.f. THE SITE. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN DATE: • ° o.� pi I >,,_�__�.�__�_y__� � �_:! . I 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY _�,' �� I II — i-�!�'.' .` *' _ _�_ ©' SETTLING PITS WILL BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF DRAWN BY: RTN I I ik TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE STORAGE CAPACITY. " I PROJ. MGR: CJD a ® +WT n CONCRETE WASHOUT SPOILS SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH SEE THE CONSTRUCTION STORM WATER iiii 3 u u `� DISCHARGES NOTES ON SHEET ESC-053 FOR I I I I L �I■C '� <. • x—� n n ° FEDERAL, STATE AND LOCAL REQUIREMENTS. CHECKED BY: CJD W I ;. I I _ /L— x <> <=� X<>— R <> x < IL x� — <,=<, X <��I P/L 11. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE P/L P/L — — — STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. CONSTRUCTION STORM WATER DISCHARGE : `I Q PROJECT NUMBER to < _ /� 12. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM Q o METHODS ALLOWED WITH THIS PERMIT .° I• x II o „. -XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN WATER SYSTEM. 25608 o �° 13. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF v •, I I I I FROM REACHING DISCHARGE POINTS. CASE FILE NUMBER 0 14. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL wl I I I I 1 0= I a a COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM co I x I i Pe ' GRAPHIC SCALE WATER SYSTEM. Qo 1 UTILITY CONSTRUCTION PLAN o 20 0 10 20 40 so SHEET NUMBER N . . . FSC-055 ESC-055 SCALE: 1" = 20' ( IN FEET ) 6 OF 9 1 inch = 20 feet II x 1 I DQK JKEYNOTES FOR THIS SHEET . r a—x�— -- �— <>g L� o X <>— <— — _ — > — — - v1 LEGEND e ; O I I �" —�_�� MARK — DESCRIPTION I w EXISTING CONTOUR (1 FT) o' F- A OMAINTAIN GRAVEL CONSTRUCTION ENTRANCE 20'WIDE (MIN) x 50' LONG (MIN) PER CITY W a °<. ~' x I y V STANDARD DETAIL 601. Z o'o W w EXISTING CONTOUR (5 FT) ° O I x I ---o F • •.• eve^• i; • J J z CS - -" -= • + _• .L-i 1- O- MAINTAIN PERIMETER ORANGE TENSAR CONSTRUCTION FENCE ALONG DISTURBANCE (11 U WE&.-E PROPOSED CONTOUR (1 FT) IRLVEWA • I� I . �WaW Z . 4 I BOUNDARY AS SHOWN. � Z i� R ��9 WPROPOSED CONTOUR (5 FT) 2rX .°_ AIO3 — MAINTAIN SEDIMENT FENCE PER CITY STANDAR DETAIL 602. WW o�oZ1Cfl w b1�Z� IPROPERTY LINE — — x :-= w ZI1 a J O- MAINTAIN FILTER COMPOST SOCK PER STANDARD DETAIL 1/#######. ~ WZ� oo �Fa Oa -i< }zgav=iCONSTRUCTION FENCING <> I G �I\ I I �" w lZZI! I II O O— MAINTAIN CONCRETE WASHOUT PER CITY STANDARD DETAIL 607. 8" �¢Zoo SEDIMENT FENCING x x "N'I"' ' zo az '; I O O— MAINTAIN BIO-BAG AND FILTER SACK INLET PROTECTION FOR EXISTING PUBLIC AND COMPOST SOCK o o °. I II I LOT 1 LOT 2 LOT 3 PRIVATE STORM CATCH BASINS PER CITY STANDARD DETAILS 604 AND 605. O WETLAND BOUNDARY 1 >-- 9,073 s.f. 7962 s.f. 7,921 S.f, 0— MAINTAIN AREA FOR SOIL STOCK PILE PER CWS STANDARD DETAIL 810.: ► I l' I < I 1 � DISTURBANCE BOUNDARY = _ _ = 4 ° I _ $ — MAINTAIN 6" THICK GRAVEL PAD FOR JOB TRAILERS, EQUIPMENT AND MATERIAL . ' I I >6< I I O STAGING AND PORTABLE RESTROOMS. BASE ROCK SECTION SIMILAR TO ROAD EXISTING TREE TO BE REMOVED 4 I o ,(� I I PAVEMENT SECTION OF 1 1/2" - 0" COMPACTED CRUSHED ROCK. SEE "STORAGE OF _- L ,• y CONSTRUCTION BUILDING MATERIALS" NOTE ON ESC-051 FOR MORE INFO AND ONCE •Y .•..•.•. I6 I I • AtiVfA�VZVZ0 4 THE BUILDING ENVELOPE IS STRUCTURALLY APPROVED, MANY OF THE BUILDING N o, o I CONSTRUCTION ENTRANCE %!moo=ittoil i iI CONSTRUCTION MATERIALS WILL BE STORED INSIDE THE BUILDING. M M BIO-BAG '_=_ I i x I I I I O— MAINTAIN TIRE WASH PER CWS STANDARD DETAIL 870. P o" d M c � � � � a I I 0 a I AI CD o . � � I I vI � H a DRAINAGE FLOW DIRECTION f Q _ .: OIO I � � r IE- _ 2) JJ r 0:4 a _ .. TEMPORARY SOIL STOCKPILE AREA / " .: I �z IQ Z— QUA �' - o 00 •d Ai I I x r ROW ROW 00 STAGING AREA fi ? I 1 Op Ro1V _ — ,_ — — _T^ — _ _ OLC ROW — — — — T Z III! O x z� ic TIRE WASH (DRIVE THROUGH) 1 IIIIIIIIIIIIII�° I' I ISA co 0 �0Lo -4 I -XSAN XSF -XSAA4 l LO — 4111,1411 n I _ _ � � XSAN XSAP� —XSAN I XSAN M d L CONCRETE WASHOUT . . . z WTR WTR WTR R WTR TRApik WTR WTR WT' WTR WTR WTR O I AV SW I N.° I X u STM STM STM STM STM STM C S 11 NEZ STREET 0 0 �„ 0) :.a I x 5)0 (9 Ze , STM Iiits; (VA'IED •WIDT P •BLIC RIGHT— —WAY) �T� Z rY BUILDING FOUNDATION — — 'd c I -- i ' ' '`I�— — — --_ /� O IC,,,,,�1�11�,-1III xw� J J 1- z Sr % i101■i1111111■1■fi■■1 I 1J ■■■■■■■■IIIION■■■■II11111111i111"■■r■��i■1 '"' O a �. ■■Ri111i1■1■�■■ ■1■■■■■■1 I I� ■■■■■■■ ■■■■■■ ■ ■■■I■■ ■�■■■■■■.■_■■■■11■■_■■_.Tri.■■ • ° ^ w . S ~ < OI n P/L Q — ISA I STM , I zw A 1, r �.■ =111 a to. .: VERTICAL CONSTRUCTION EROSION AND U — z o O7 ui Li "" X 1` I �� ►�� 0 SEDIMENT CONSTRUCTION NOTES u_ Q x I cL MO xI Ill I I �,�,�,IIA�**14��VV I ' •:a . 1 .: THIS PLAN ASSUMES ALL RUNON AND RUNOFF AND PERIMETER SEDIMENT CONTROL MEASURES mLo ,,,,,,,� ARE IN PLACE, FUNCTIONAL AND INSPECTED AND ALL SITE STRIPINGS, TREES AND ROOT BALLS D O it I ,,,,,,,/,I,�,,,'`,, 4 I I>] ' a ,HEDGE AND DEMOLITION WORK IS COMPLETE PRIOR THE MASS GRADING WORK COMMENCING. NOTE: C) W • a. �r L ��J ,,,,,,,', ,�� NO CHEMICAL TREATMENT OF NATIVE OR IMPORT SOILS SUCH AS LIME OR CEMENT TREATMENT z W I rn 2 Q a I I I : °� • OR SIMILAR IS ALLOWED UNDER THIS PERMIT. IF CHEMICAL TREATMENT OF NATIVE OR IMPORT 0 0 V 'I I V " SOILS IS FOUND TO BE NECESSARY THE PROJECT EROSION CONTROL INSPECTOR SHALL BE 0 z W ,, I NOTIFIED AND THE DEQ 1200C PERMIT SHALL BE REVISED BY THE CONTRACTOR AND I Q I�� I I(21[1 ;al. INSPECTOR WITH BMP'S TO PROTECT AND PREVENT OFFISTE DISCHARGE OF CHEMICALS AND rr nn = xi') ,I�� I / DEQ SHALL APPROVE THE PROPOSED REVISIONS AND BMP'S PRIOR TO COMMENCING WITH ANY Q V z x I I�� I `' ' —'� O o ' CHEMICAL TREATMENT PROCESSES OF THE NATIVE OR IMPORT SOILS. U Ln I_I_I co me LOT 1 •T 2 LOT 3 LOT 4 • A H W 1 1 I 0 . X�t�►„far I I 7,718 s.f. 6 s.f. 7,577 s.f. 9,154 s.f. •• :: I Q W I I 1. THIS PHASE OF CONSTRUCTION ASSUMES ALL BASE PERIMETER AND SITE SPECIFIC BMP'S w � O d ;; �. ARE IN PLACE AND BEING MAINTAINED PER STATE PERMIT REQUIREMENTS. 0 I >` '' ?I �I 0 �I ° ° I n d 1 w III I I I 2. CONCRETE WASHOUT PIT SHALL BE INSTALLED AND FUNCTIONING WITH THE MASS CO I I L =I IllI • . a a GRADING PHASE FOR CURBS AND OTHER SITE CONCRETE WORK AND SHALL BECii i �I '-'1 I . a MAINTAINED WITH THE VERTICAL CONSTRUCTION PHASE UNTIL ALL CONCRETE WORK IS i I z Q" III I I I COMPLETED. W X NA c) I I cI • WOOD RETAING. .II1•+� ptI .,tin I I ° 3. ALL BUILDING FOUNDATION EXCAVATION MATERIAL NOT REUSABLE ONSITE SHALL BE ' ' +I�� I I I I I 4,0 . . CC e — — PROTECTED PER THE SOIL STOCK PILE REQUIREMENTS UNTIL EXCAVATION SPOILS CAN BE Q d I 1�,,,,•1 ai I III d REMOVED FROM THE PROJECT SITE. DEWATERING NOTE: ;ea XI I Q .�� I Z Z 4n 4. ALL SOIL THAT IS TO BE REMOVED FROM THE PROJECT SITE MUST BE CONTAINED IN WATER z THIS SITE IS NOT REQUIRING PERMANENT DEWATERING MEASURES THAT I I x I •V •d TIGHT TRUCKS TO ELIMINATE SILLAGE OF SEDIMENT AND SEDIMENT LADEN WATER DURING W W w `" (.2 I I-. I EXPORT AND IMPORT OF SOIL MATERIALS. U U REQUIRE PERMITTING OR REGISTRATION WITH DEQ. ALL FOUNDATION a ;. I -��a I * A•� ozw o o• •�_ t+ a ��• • • • •_�._• •._, �� '��w��'� 01� I �W� o w _ . i.L�. ITZ2-WZ: ��-•t' •t' �c •c it ar •t_ -� • �i s • i • •: I a' DRAINS AND SITE RETAINING WALL DRAINS SHALL CONNECT TO THE SITE oas I �. _ .:. ,._-_- d z STORM WATER QUALITY, DETENTION AND CONVEYANCE SYSTEMS. °' tin I I .. ' 5. TEMPORARY CONSTRUCTION DEWATERING IS NOT ANTICIPATED TO BE NECESSARY ON TEMPORARY CONSTRUCTION DEWATERING IS A MEANS AND METHODS Cr I I IIII I THIS PROJECT SITE. ANY CONSTRUCTION DEWATERING SHALL BE DESIGNED AND ��d PROF,cs PRACTICE AND IS NOT AUTHORIZED UNDER THIS PERMIT. THE CONTRACTOR x III I <n COORDINATED BY THE CONTRACTOR WITH THE EROSION CONTROL INSPECTOR AND A \5\ c 1 N C `-�Z2 PERFORMING CONSTRUCTION SHALL DETERMINE CONSTRUCTION x I I l� • . REVISION PROCESSED WITH DEQ BEFORE ANY CONSTRUCTION DEWATERING IS ALLOWED �� ,� DEWATERING REQUIREMENTS AND IF THE CONTRACTOR DEEMS SAN xa��I I d 80058PE XisAIrl J� SA < : TO BE DISCHARGED FROM THE SITE. CONTRACTOR MAY CONTAIN CONSTRUCTION o CONSTRUCTION DEWATERING IS NECESSARY THE CONTRACTOR SHALL = I �N ,■ISAN I I I DEWATERING IN APPROVED CONTAINMENT TANK BUT MAY NOT DISCHARGE CONTAINED PRELIMINARY r j COORDINATE WITH THE SITE DEQ 1200C PERMIT EROSION CONTROL O X " ' MX � '� -I I °'. WATER WITHOUT A FINAL APPROVAL OF THE DEWATERING TECHNIQUES FROM DEQ. 9-22-2025 N INSPECTOR TO DETERMINE THE BEST PRACTICE FOR IMPLEMENTING I I I, �I I a CONSTRUCTION WATER THAT IS FOUND NECESSARY FOR DISCHARGE SHALL NOT AND WILLr.ri • / GNe 2�1r TEMPORARY DEWATERING. IF CONSTRUCTION TEMPORARY DEWATERING IS zo I I N Z! �: I I I I NOT BE APPROVED TO DISCHARGE TO THE PUBLIC STORM SYSTEM ON THIS PROJECT. �' N REQUIRED COORDINATE THAT DESIGNED CHANGE WITH THE EROSION �Qx I�� I S J. DES-I"' oN CONTROL INSPECTOR AND PROVIDE THE REVISION TO DEQ FOR REVIEW AND [�T— II�� LOT 5 I • O 6. FOLLOW ALL BMP'S NOTED ON ALL OTHER PLAN SHEETS OF THIS PERMIT SET UP THRU THE • N APPROVAL PRIOR TO PROCEEDING. THE ENGINEER OF RECORD WILL NOT `, �_ I I A FINAL STABILIZATION PHASE. RENEWS: 12-31-2025 N DESIGN MEANS AND METHODS OPERATIONS FOR TEMPORARY DEWATERING. 01�� !Ili I 8 760 S.f. O . °<.;,, II � I I DATE: rid II li c•lt:l'I �-=I1-1 1: 0 DRAWN BY: RTN I SEE THE CONSTRUCTION STORM WATER d x IIM PROD. MGR: CJD d�' ®il�� NWT 3 U u v I I I IIIpCHECKED BY: CJD DISCHARGES NOTES ON SHEET ESC-053 FOR I •10m I L re <. X—_�_— x �— R—nx 9 � A xo x-�� _� �I� P/L 0 CONSTRUCTION STORM WATER DISCHARGE I • : I I P/L P/L — — — — — P/L — — — PROJECT NUMBER i * o METHODS ALLOWED WITH THIS PERMIT I. X I I 0 �p XSAN XSAN 7x 7� XSAN XSAN XSAN XSAN XSAN $15 XSAN 25608 o �a ;, I I CASE FILE NUMBER LLI I I I I 2 I J-J co I X 1 i I a s GRAPHIC SCALE Ln (T \ VERTICAL CONSTRUCTION PLAN 20 0 10 20 40 so SHEET NUMBER N ESC-056 ESC-056 SCALE: 1" = 20' _ ( IN FEET ) L_ — 1 inch = 20 feet 7 OF 9 II x i I K DQK a _ _ <, —P/L> n <,_ o 0 P/L e e e o P/LJ KEYNOTES FOR THIS SHEET I • a—x�— �— <>g �� _,<�� <>— <> — L — MARK - DESCRIPTION v' LEGEND . 0 �` —�_�� — — • x EXISTING CONTOUR (1 FT) - -- • a • •.• m • I•. If ( 1 )— IT IS ASSUMED THAT BY THIS PHASE IN THE PROJECT, THE GRAVEL CONSTRUCTIONa° •• �' ''' x I `� ENTRANCE HAS BEEN REMOVED AND SITE PAVING HAS OCCURRED. 4 o<oW wEXISTING CONTOUR - — " . I " I ---o •=• •.• l��^• • w I_ I_=1 h*�I I; a r1 ~ Z a (5FT) " ° ° - 1 0 = eI ( 2 )— MAINTAIN PERIMETER ORANGE TENSAR CONSTRUCTION FENCE ALONG DISTURBANCE 7 5 -,§21 BOUNDARY AS SHOWN UNTIL VEGETATION IS ESTABLISHED. Z �� o Z W Z PROPOSED CONTOUR (1 FT) IR RAY. ` ' .� I I I W �� d 4 I~ 0- MAINTAIN SEDIMENT FENCE PER CITY STANDAR DETAIL 602 UNTIL VEGETATION IS "� L.W w r►� ,,� * ,,,N 0 PROPOSED CONTOUR (5 FT) ° . . • .I' 1- "I ESTABLISHED. �J F W o w J ' • I >�0 I 1 I 1 I � = Q=W W�� PROPERTY LINE - - ° I x cill ( 4 )— MAINTAIN FILTER BERMS ROCK/COMPOST SOCK 1' INTO THE PROJECT SITE FROM a � Z o o w I Li I „' ° o�a I v SEDIMENT FENCE PER STANDARD DETAIL 1/ESC-058. UNTIL VEGETATION IS ESTABLISHED. H •oo Z CONSTRUCTION FENCING <> • I 1 I I 5 — IT IS ASSUMED THAT BY THIS PHASE IN THE PROJECT, ALL CONCRETE WORK IS FON L4-Z o „";`II'' I " 0 O COMPLETE AND CONCRETE WASHOUT HAS BEEN REMOVED FROM THE SITE. • C O <Zg SEDIMENT FENCING —x—x— II I I . I Z 0 O6 — MAINTAIN BIO-BAG AND FILTER SACK INLET PROTECTION FOR EXISTING PUBLIC AND COMPOST SOCK —0—0— yL I I LOT 1 LOT 2 LOT 3 PRIVATE STORM CATCH BASINS PER CITY STANDARD DETAILS 604 AND 605 UNTIL OU • • I 9,073 s.f. 7,962 s.f. 7,921 s.f. VEGETATION IS ESTABLISHED. WETLAND BOUNDARY I I I0 7 — IT IS ASSUMED THAT BY THIS PHASE IN THE PROJECT, CONSTRUCTION IS ° I' I a I I [I° O DISTURBANCE BOUNDARY = _ _ _ SUBSTANTIALLY COMPLETE AND TEMPORARY SOIL STOCKPILES ARE NO LONGER 4 ° I I REQUIRED. EXISTING TREE TO BE REMOVED I I x II ( 8 )—IIT IS ASSUMED CONSTRUCTION IS SUBSTANTIALLY COMPLETE AND AREA FOR SOLID /6• I I I �/ AND HAZARDOUS WASTE, FUEL STORAGE, REFUELING AND EQUIPMENT STORAGE IS ON Y � e:a•=. i-��r • .d " "I PAVEMENT. NO VEHICLE OR EQUIPMENT MAINTENANCE ALLOWED ONSITE. IT IS : N o #'f��•fA.I.J.' ' I I I I I V ASSUMED THAT HUMAN WASTE AND TRASH RECEPTACLES ARE STILL PRESENT AND - p M o , M M .._..._..._.._., _..:_. I I BEING MAINTAINED. o CONSTRUCTION ENTRANCE %�=� !! ! .!.'.� ..:_.. .ipsijviroick=•_5-' N a) tr: ,,,,,,, cn,r BIO-BAG I i x I I I I x I ( 9 j— IT IS ASSUMED THAT BY THIS PHASE IN THE PROJECT, THE TIRE-WASH HAS BEEN 1 I REMOVED AND SITE PAVING HAS OCCURRED. o ;, I li a I n1 o - o x H a w DRAINAGE FLOW DIRECTION I I ( I ni n, L HI 1 r I T gtif TEMPORARY SOIL STOCKPILE AREA Iril _zril - r 0:4 . - -_ I I cQn �— O P/L — — — P/L CO x ROW - — — — — — — — _ — — _ 00 •STAGING AREA y .° el I I , OI.D ROW _ - — _ — _T^ — _ _ OLOC ROW _ • M I I Z = Q Z - - - JIII - `I TIRE WASH (DRIVE THROUGH) IL Illlllllllllllp I ISA 3 ,0Lo I -XSAN XSF- —XSAA4 L — 0-...4111 I _ _ _ — _ XSAN XSAP —XSAN L XSAN PERMANENT AND FINAL STABILIZATION M O an z WTR WTR WTR R WTR TR WTR WTR WT.' WTR WTR WTR CONCRETE WASHOUT ug I X I u STM m STM z STM STM STM -O STM C SW NEZ STREET O ESC B M P IMPLEMENTATION : N. 5� Z� , STM (VA'IED WIDT P 9BLIC RIGHT— I —WAY =. --T O ~ tY • - __ i ,_iiii i__ _ _ '5. /�� NOTE: THIS PLAN ASSUMES ALL RUNON AND RUNOFF AND PERIMETER SEDIMENT CONTROL z O °• •,, ci I j I /�11,111191 '11,11I� 11 ', ,. �,,,,,,,,,,�j, �'I, ®, i MEASURES ARE IN PLACE, FUNCTIONAL AND INSPECTED. THIS PHASE ASSUMES ALL MASS GRADING, W 1-_ Y ,,,,,,112 I,II' - i XW-� UTILITIES AND BUILDING CONSTRUCTION IS SUBSTANTIALLY COMPLETE AND THAT ALL HARD SCAPE J O :- is , Tz s r i�i�iii�r■i��ii��fii�l I i�l ■■■■■■■i�f■��■■■ii��■�i�r■iiii�il-ii■i��l��i■ii�i� - CONCRETE AND ASPHALT PAVING HAS BEEN INSTALLED. THE GRAVEL CONSTRUCTION ENTRANCE, z J ¢ ■■�■•1■•■■■■V■■■■■� r I I1) I■■■■■■ ■■■■■■�■ ■■11■■1■1■■■■■■1■■■■■11■■■■■■■■e - - SOIL STOCK PILES ETC. ARE NO LONGER NECESSARY. Q 1 W 0 HYDROSEEDING, FERTILIZING, s �� L — — i —ry b „ — — —P/L Q — C z z rn HYD RO M U LC H I N G AND TACKING 3 .:1 111 — O ��" ' ; DEQ WILL NOT ALLOW ANY ONSITE STORM WATER RUNOFF TO DISCHARGE TO THE PUBLIC nG Q O W (� g M IfI �� CONVEYANCE SYSTEM. SEE DEWATERING NOTE FOR MORE INFO. CAP ALL EXISTING CATCH BASIN L.L J - O • p OUTLET PIPES PRIOR TO BEGINNING ANY WORK. ALL RUNOFF MUST BE PUMPED TO AN APPROVED W Z W GENERAL REQUIREMENTS `'= ■■ ` a .. • Q ¢ ' u. w 111 ° CONTAINMENT TANK FOR OFFSITE DISCHARGE. THE 1200C PERMITTEE AND CONTRACTOR MAY Q 4l I x O "'''``a'''I • fSr �� -� - I fL' : .c'. WORK WITH THE PROJECT ESCP INSPECTOR, THE CITY PUBLIC WORKS DIVISION AND DEQ FORz IN GENERAL, WHEN GROUND SURFACES HAVE BEEN DISTURBED, THE APPLICANT x �� ,��„WILL BE REQUIRED TO APPLY HYDROSEEDING, FERILIZING, HYDROMULCHING AND I I IMPLEMENTING MEASURES TO CLEAN AND TEST CAPTURED AND CONTAINED STORM WATER RUNOFF O CI I,. I ��%I�I�I,I�,�,�, TO DEQ APPROVED CONDITIONS THAT WOULD ALLOW DISCHARGE TO THE PUBLIC STORM SEWER. _ a c L. ill TACKIFIERS ACORDING TO THE REQUIREMENTS OF THE ODOT STANDARD 4. '� ►�IIIIII,�,�,: I d I THE CONTRACTOR SHALL OTHERWISE PROVIDE FOR OFFSITE DISCHARGE EITHER TO THE CITY W SPECIFICAITON SECTION 01030.43 FOR PERMANENT (EAST OF THE CASCADES)AND . r I z I aSANITARY SEWER SYSTEM OR TO AN APPROVED DUMPING FACILITY. THE CONTRACTOR, INSPECTOR D — - HEDGE AND PERMITEE MUST UPDATE THIS DEQ 1200C PERMIT WITH THE DEWATERING DETAILS PRIOR TO UTEMPORARY SEEDING AND ACCORDING TO SECTION 01030.48. FOLLOW ONE-STEP L •IIuI��J I ,,,,,,_",,,�, d ' BEGINNING WORK. N rn ~ OPERATION UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. V 1.-_-7 ia,a I I ^ ::aa. ' U _ E V (/� In �„ I V 1. RUNOFF AND PERIMETER SEDIMENT PROTECTION MEASURES SUCH AS INLET PROTECTION, U) J z W FOR HYDROSEEDING OPERATIONS THE FOLLOWING APPLY: I� I I x �� I , , < ' OUTFACE PROTECTION STAW WATTLES AND SEDIMENT FENCING SHALL BE MAINTAINED UNTIL Q CO 1)APPLY A GREEN DYE TRACER AS A VISUAL APPLICATION AID. 11� I , I Z IIIII I I THE VEGETATION HAS ACHIEVED ESTABLISHMENT. VEGETATION ESTABLISHMENT MAY TAKE UP Z Q Q IC 2) ON SLOPES STEEP THAN 2H:1V DOUBLE THE RATE OF TACKIFIER TO BE APPLIED I < ,. . I TO TWO YEARS TO AFTER FINAL LANDSCAPING AND STABILIZATION VEGETATION HAS BEEN i- 0 z /. ./. _ 1- 3)APPLY HYDROSEEDING ONLY DURING THE APPROVED SEEDING DATES x I ,. I _ _ _'1 O ° INSTALLED. Q �, M�I LOT 1 •T 2 J W Lo co IN ADDITION TO HYDROSEEDING, ON STEEP SLOPES, NATURAL FIBER ESC MATS WILL a ' 0 it I I LOT 3 LOT 4 J a A2. LONG TERM SOIL PROTECTION MEASURES SUCH AS MULCHES GROUND COVER, SHRUBS, J UJBE REQUIRED. MATS SHALL HAVE A MINIMUM LIFE EXPECTANCY OF TWO (2)YEARS. " " .II '�;_ �� 7,718 s.f. 160 s.f. 7577 s.f. 9,154 S.f. e • TREES, FINAL LANDSCAPING ETC... MUST BE IN PLACE FOR SOILS THAT WILL BE EXPOSED FORQ WI MORE THAN 24 HOURS. PERMANENT MULCHES ARE ASSUMED TO BE PLACED WITH GROUNDrIn� O: . COVER AND VEGETATION PLANTINGS AT THE FINAL STABILIZATION PHASE. Z V F--' O , Imo. I a• - .I d CO x Z II,• . ° 3. THE VEGETATIVE STORM WATER FACILITIES ARE ASSUMED TO BE COMPLETED AT THIS PHASE. LL co CO ° PROTECT FACILITIES FROM CONSTRUCTION SEDIMENT LADEN WATER DISCHARGES FROM '� �I I ��I I d • . :•d" LANDSCAPE AREAS USING BIO BAGS AT CURB INLETS AND CONTINUE TO PROTECT SITE AREA C/) II I z gI jill' I•I I I I ° DRAINS AND CATCH BASINS WITH BIO BAGS AND SILT SACK PROTECTION UNTIL SITE w HYDROSEED MIXTURE SCHEDULE 4 • 01 X A 0 :l � I I I ° WOOD RETAIN VEGETATION HAS ACHIEVED ESTABLISHMENT. d. I I li-pi I ,, n I I - . MAX /o I,. I I I :° a - - i 4. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED BY INSTALLING PERMANENT SEEDING OR 0 PROPORTION MIN % MIN % p I I I OTHER GROUND COVER, SHRUBS AND TREES AND A MINIMUM OF 3-INCHES OF MULCHING. Q NAME COMMON (LATIN) GERM SEED SWEED A EED • �I I I`� I II� ll d .•.. : SLOPE PROTECTION SHALL INCLUDE EROSION CONTROL BLANKETS OR MATS, MID-SLOPE % • SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES REQUIRE F- 1- /'° X I ¢ w •i� I 401 - ' ° • ADDITIONAL EROSION CONTROL MEASURES TO INCLUDE TRACKING AND EROSION CONTROL Z Z 50 KENTUCKY BLUEGRASS 80 85 0 x Q I °.' ' w (POA PRATENSIS) / I x U� �� a • BLANKETS AND MATS. W_ W_ .. °'d - - J ap ��I N 1 - r � • A a �_!! !4� � ! -'�+w !' _=� �,1_� ��r►� I a 5. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES U U 30 CHEWINGS RED FESCUE 85 98 0 p I �t _,.t_-_�_Z_:_�_1 ,__;._• I e z (FESTUCA RUBRA VARIETY) ,,, oas I d' •°. • INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES BY THE PERMIT INSPECTOR. 10 PERENNIAL RYE GRASS 90 98 0 l'IRCr I I `�I rel � I rc,. ) PROF,•s�,(LOLIUM PERENNE) so I I X I , : I °d 9. CONSTRUCTION ENTRANCES ARE ASSUMED TO HAVE BEEN REMOVED. ADDITIONAL MEASURES 1 "' e �, /D10 REDTOP (AGROSTIS ALBA) 85 92 0 x � !� I INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO E ° ' 058PE in SAN 0 SA MEP ° .•. INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT AND '�� I AOSAN I I I DURING THIS LANDSCAPING INSTALLATION AND ESTABLISHMENT PERIOD PHASE OF PRELIMINARY iir °' CONSTRUCTION. N O X I - MX +�. JI J 9-22-2025 • rrj = I �I' �� I IJo Ia 10. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OFj �GNe 7 2°1� 1� xo I I 1 s I I APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE S J. D `P� oN 4' 4:1 • REGULARLY INSPECTED AND MAINTAINED AS NEEDED. INSTALLATION OF PERMANENT OUTFACE c� I�� LOT 5 I RIP RAP SHALL BE INSTALLED PRIOR TO ALLOWING NEW STORM DISCHARGES TO VEGETATIVE \ • i ��1 " FACILITIES. RENEWS: 12-31-2025 N `� r� nI ■ I 8760 s.f. DATE: 11. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT 0) °. , III I A:1=11_1L1�11► 1- II . _ _.,_�, �OLV_IV =" 0 TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. DRAWN BY: RTN 0 as, X I I ®II:: +WT 7 " 12. CONCRETE WORK IS ASSUMED TO BE COMPLETED AT THIS PHASE. PROJ. M GR: CJD III " U 13. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE I ., �� •• n n V CHECKED BY: CJD L� II • , I I I L I�C <' x� r�'/L- —x <> —<=� X<> R <> x°< IL X� — <,n x <, x—�<��I P/L STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN AN APPROVED i � I I ____ .... P/L P/L — — P/L CONTAINMENT AND TRANSPORTED TO AN APPROVED LANDFILL FOR PERMANENT DISPOSAL..,.-c i * PROJECT NUMBER o I' X I I x o ��J XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN - 14. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM 25608 Lc)o • �a WATER SYSTEM. IF PAVING IN WET WEATHER IS NECESSARY INSTALL SEDIMENT SAKS AND I- I I COMPOSET FILTER BIO-SOCKS AT ALL DOWNSTREAM CATCHMENTS. MAINTAIN FORA MINIMUM CASE FILE NUMBER v - g" I I OF 24 HOURS AFTER FINAL PAVING IS COMPLETE. THIS IS REQUIRED FOR CONCRETE/CEMENT w I AND ASPHALTIC OIL BASED PAVEMENTS. apt I I x I I o I a a GRAPHIC SCALE 15. USE BMPS SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM o Ln 1 FINAL LANDSCAPE & PERMANENT STABILIZATION PLAN 20 0 10 20 40 80 REACHING DISCHARGE POINTS. SHEET NUMBER N 16. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WITH A PLASTIC ESC-057 ci:i ESC-057 SCALE: 1" = 20' IN FEET IMPERMEABLE COVER WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 8 OF 9 1 inch = 20 feet (24 cip zIL=o�} �z�aw a 0 PMEI C. i.,..„i z.c ozw-•N 0�z �� -z w H� �W wwo�OZ �^(■/� 7 Z LD Ell Z • HI wz, z� fT._, aJQ �vQaR) � �= oaw�ZO ,�) IPp,„ 11ra�,lI I� FUN N 1-¢ F C? / _ FOR FURTHER INFORMATION FOR FURTHER INFORMATION E Z O f// C��''�"f _ _ �. �r MATS/BLANKETS SHOULD ON DESIGN CRITERIA SEE FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE ?;... ... f r`% ',:;, CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION \,., ,.-•,- CHAPTER 4 OF CLEAN WATER ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER .„ i• BE INSTALLED VERTICALLY '° •,�:�:�!r�'--;' � DOWNSLOPE. * SERVICES EROSION PREVENTION /'� O .°;_;;••:;:p;; 11- TAMP gqL OVfR AND SEDIMENT CONTROL , 44,,;•,': SERVICES EROSION PREVENTION AND SEDIMENT CONTROL \Y1'C // 4 N U,I/Ki /��'r- /\/\ v• ,� MAT °LANI( PLANNING AND DESIGN MANUAL. , 4 :,'' AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. �( S PO Oh. i,i�/j• PLANNING AND DESIGN MANUAL ,/ \/‘ 0 *.•4•• // / /\12"' ** ""/ -7--- jr-----___ Iimpp.,. ..4111111111,11,44p,-.Afiftr/ / /,''Y' ,t',. j', • �/� �\ 1 ` /\/\/\ • /r.P. •Q; i.-. . ..� •-.off. • '.t: 0'• o LONGITUDINAL TERMINAL SLOPE AND ry r /\/\/\/\ ,%%.'`'' + / ° ` b o P / / // ,, , � ,, Q I P. fie '.: -�•.e, .0. l6 ANCHOR TRENCH CHANNEL ANCHOR TRENCH \\/\�� % ,. 2 �� :.: v: •..a•� a• .- A',• Y "L--- 0 / //\/ ,/ "� / RADIUS 25' MIN. •'''. ••t .e.'�'•.•t�,-• •'A r.,1 0 �`` 0 \�if ii MINIMUM OVERLAP :. i.' � / 0 4 •'• :v' J�� t-- rn o v: N o 411114p `� ` 0 \ \' ,:i. . .. \ /,i,�;; // 1,/ SEE NOTE 5 FOR APPROVED ROCK `>ylP QRO� OF EG�� 41 it �` /0 // SEE NOTE N0. 3 • /,� ��p��e�Sl 43 • .V �� .�` r 4iZ�/ \\\/ . . . . SUBGRADE REINFORCEMENT 11G0• 0. p M * / / 4101. GEOTEXTILE. AS REWIRED P� O -11 + STAKE AT 3'-5' , \ \ o 4 . 4 NINTERVALS. `�/ • \\ 6" MIN. ci h •,, 111% : /' DEPTH own x �. �. ;; ,;; * //\�j ,• °�o� °�� lam° H a w N� Ss?j' MIN. 4" \\\\ 4' �'• l/ C?A C1d\''t,�� O �� OVERLAP 0 /\// • • /�y,/ GRAVE CONSTRUCTION 0 ilit / • , .' • ,r�/ ENTRANCE CURB RAMP �;� `,. I. \\//. 6"r pi_ • . . / • ',,e'' • PAVEMENT �. / ♦ ♦ PLAN VIEW t.♦ / 911. .11. .11 II..II: II li=u i1-11: .1 v y y :�a a a:�: w. . > �,,. I` CHECK SLOT AT 25' INTTRVALs \ -11-11-11-11-II-11-11-11-11=11=11-11-u=1i=lili=u d. 11n-u-11.-11-1111-11 11-1 .\•\.. ♦\\\\\ ,_ ..I.-• , z.,-� ... ,. ,�� 00 �U, p, .r al \/ -nn-u,-u-11-11-11-11.-11-11-11-11-11-11-11-11.-11�11-11-11-11-11-11-11-11.-11 ;.,;,,;.; /�. �� /�././✓i i, •.., s. , //\/ n-■-11-11-II-II-II__.IL_-IL__11.._.Ih_..IL__.II I II i , r /\��\��!\��\�!/��/�\�\��.;*.. ,4 .f ;:: "!t;..::, pp �� il� VA STAPLES - - - - - - o,�,; • :... ZI ISOMETRIC VIEW .�.\\�/`�`.:,; %':..: :%:; 1.•. cf) ISOMETRIC VIEW \,\\\�\\• \ ,g.; •: g.' • ti 6' OVERLAP PLASTIC SHEETING TYPICAL 6" MIN. TO PREVENT SCOUR (I TYPICAL SLOPE ' AROUND CHECK DAMS. NOTES: Co �. LO ` .•>>', . 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING �, r�` SOIL STABILIZATION j\\/\\/\ P1 • g ONTOOF PUBLIC THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR / / / / 1Ir'P'•. • /\/\ / / / /\\//BERM/\//\\.\\�\\. �� e' CLEANDIOUT OF ANY MEASURES USED TO TRAP SEDIMENT. // i12. \ \ \ n / /\/\ \/ �/��\ 12" 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. cQ \ \ �, \ \ / / / NOTES: 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE CO / //\/ MENT BASIN. \ I\' \ /\`` \/\/\ \\�\ / //\/ //\ 1. MINIMUM 12' OVERLAP OF ALL SEAMS REQUIRED. 4. WHERE RUTHAT NOFF CONNS INTO TAINING S D M NT APPROVED DILADEN WATEMENT TRAP R IS LEA NG THE SITE VIA THE CONSTRUCTION Co \ \\ \ \\ \\ �I�1\\ \\/,`�/ 6 % \\ \ NOT TO SCALE ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED 2. PERIMETER SEDIMENT CONTROL BMP TO BE INSTALLED A MIINIMUM OF 3' FROM TOE OF FILTERING SYSTEM. 0) NOTES: STOCKPILE.INITIAL CHANNEL INTERMITTENT CHECK 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON PROFILE 5. DIMENSIONS ANCHOR TRENCH SLOT SINGLE FAMILY 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. NQIE _ 20' LONG BY 20' WIDE 8" DEEP OF �" MINUS CLEAN ROCK. r 1 0 4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE. NOTES: 2. APPLY PERMANENTQOMMEBCIAI/SITE ncvclOPMNT V SEEDING BEFORE PLACING BLANKETS. 5. AS APPROPRIATE, BMP'S SHALL BE INSTALLED TO CONVEY WATER DISCHARGE FROM 1. STAKING OF BAGS REQUIRED USING (2) 1"X2" WOOD STAKES OR APPROVED EQUAL PER BAG. 3 NOT STRETCHLAY . 3. LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO STOCKPILE AREAS. 32.. MUST BE SMOOTH BEFORE APPLICATION. 50' BE CONSTRUCTED USING STRAW WATTLES OR OTHER MATERIALS AS FABRICNG BY 20' VADE _6" CLEAN TO PREVENT SUB-SOIL PUMPROOCK, GOVERNING AUTHORITY MAY REQUIRE GEC/TEXTILE -IO ( 1. CHECK SLOTS TO BE CONSTRUCTED PER MANUFACTURERS SPECIFICATIONS. 4. STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS. APPROVED BY THE DISTRICT OR CITY. J 0 2. STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS. `='. `� CHECK DAM ��►' Q Z C� MATTING CHANNEL INSTALLATION MATTING SLOPE INSTALLATION gears r PLASTIC SHEETING C n r �`'Services _ CONSTRUCTION ENTRANCE CleanWate rServices H _ w co, REVISED 10-31-19 DRAWING NO. 845 BIO FILTER BAG REVISED 10-31-19 DRAWING NO. 855 REVISED 1C-3--19 UJ � Z w DRAWING NO. 800 REVISED 10-31-19 DRAWING NO. 805 =`JSEC 1 31-19 _ DRAWING NO. 810a ^� I _ Q U p w D LO O it NOTES: MAY BE USED SHORT TERM .d Q v w SLOPE TO DRAIN BACK TO WASH �12" �12� R W/ UTILITY WORK AND W/ (TYP,) 1. WASHOUT FACILITIES SHALL BE EXISTING GRADE PHASING OF DEVELOPMENT ___-_ _ 1" REBAR FOR BAG REMOVAL CC o 0 w ANGLE FILTER FABRIC FENCE TO MAINTAINED TO PROVIDE ADEQUATE ' ASSURE SOIL IS TRAPPED HOLDING CAPACITY WITH . MINIMUM 3' BY 3' MIN AT CATCH BASIN GRATE w FREEBOARD OF 12 INCHES. MW 1' HIGH RFRM BOTTOM OF ., Z WASHOUT TO rri al a '!iraj i 2. WASHOUT FACILITIES MUST BE CONTAINIliI Q Q 11 CLEANED, OR NEW FACILITIES MUST CONCRETE \LOW ! lill !nii !i ll iluliliU iuillN4i 7 '^ I- I- 1 11=.II I- • :,,..- ;y' ;1{, i1Hl I�i i i r,.11l.1 r:1 ` ` v = a IMPERVIOUS RUN OUT AREA BE CONSTRUCTED AND READY FOR u.ur, i i i DIREcnaN aF TRAVEL AL'1: GRADE 10 DRNN TO WASH USE ONCE THE WASHOUT IS 7571 A =_III II- is A 1,.ulIIIri �, luvi 1u! _ _ 4IV Ha�� z FULL . Illlijlrii / Q ` �/�� II • • �. �11{.11111111 ` Y J UJ 3. IF THE WASHOUT IS NEARINGI 3III II- I • 1 I I•`� 411" -_ """""„""""„""""' ::,..1 CAPACITY, VACUUM AND DISPOSE • • • • • ' '' CATCH BASI OF THE WASTE MATERIAL IN AN II�� _� �" _ �, �, �' �' �, . 1 APPROVED MANNER. =III = II • .. 9-• •. .4. .•. ♦�, �, �, �, co INTERLPOSTS CKANED 2" 2"CH PLAN VIEW 4. TEMPORARY CONCRETE WASHOUT - :-, I TZTZf-Z!ZT.T.Z ---� � _ a' • S�,OI�;,�I�;,OI4;,� EXPANSION RESTRAINT (n 50'(MINJ 9' • _ 16'(MINJ _ 12' MINIMUM OF 50 FT FROM SENSITIVE �_•-,,'y •''' __ __ FACILITIES SHALL BE LOCATED A III II��.�•!.�.�.�. �AO�O��,�I�,�� V AREAS INCLUDING OPEN DRAINAGE I ..�:�•t.f:e: AREA DRAIN COI��OI��'� CO FACILITIES AND WATER BOURSES. 3III II' _�� '• d ��,=��`jco USE STITCHED LOOPS _ �-I •. r PLAN VIEW MIN. OVER 2"z 2" POSTS NOTES: 5. CONCRETE WASHOUT FACILITIES ;IIIII?MIIIIIMIIIIIMIIIIIMIIIIhIIII -• a %;,`/ 4 • (• 1. SEDIMENT FENCE TO HAVE STITCHED SHALL BE CONSTRUCTED AND CATCH BASIN „ .O1 . 4 •FROM T>JE } LOOPS AROUND 2" x 2" POSTS. MAINTAINED IN SUFFICIENT - �� Iriiiil•�rilrr STORM PIPE �I (�lurrn,r 2 BURY BOTTOM OF FILTER FABRIC 6" QUANTITY AND SIZE TO CONTAIN FLOW „ieinin VERTICALLY BELOW FINISHED GRADE. 8' BY 9' MIN TO W ALL LIQUID AND CONCRETE WASTE I1911111IIVJ e v GENERATED BY WASHOUT CONTAIN CONCRETE RADIUS = 25' MIN. r„1P171 n e 2'-6" 3. 2"x 2" FlR, PINE OR STEEL FENCE • 1111'11 Il( Q OPERATIONS. . i d 4'-0" POSTS. :• . 4. POSTS TO BE INSTALLED ON UPHILL PLAN ' ino r 4 0 CONTRACTOR TO PROVIDE 6. INSTALL CONCRETE WASHOUT SIGN ;! uuunl;; FLOW • DIRECTION OF TRAVEL WATER SUPPLY TO MAINTAIN CODE OF SLOPE. WITHIN 30 FEET OF TEMPORARY DITCH BOTTOM �nrolulnl �r1fIl!illri • 4 4 5. COMPACT BOTH SIDES OF FILTER CONCRETE WASHOUT FACILITY. •, 11111IUI 11 1 12-OF WATER AT ALL TIMES 6'\ FABRIC TRENCH. 1 il1IUI III 1 1'-6' 6. PANELS MUST BE PLACED a - 114�uC.1111'b ;.::••!.,." '' ' :' 11 FILTER FABRIC 7. TEMPORARY CONCRETE WASHOUTS „!„ilnlur ACCORDING TO SPACING ON MAY BE A PREFABRICATED0 a . MATERIAL 36" WIDE ROLLS. DRAWING N0. 940. CONTAINER THAT IS PORTABLE AND niiii+1liJil ' • 4 e • Z Z / m REUSABLE. e . iquru1111r,I e • d e W W >- 1%GRADE - N• z PROFILE 3LLI '-6' ROCK WITH A e • e•• 4,1111 El d IL 1111111I1111 MAYEXC VATED BEUSED FOR MATERIAL MINIMUM 6" DEPTH , > .r 111n If 1 W (� so'(Mw.) r PERIMETER BERM r >q; .!.',„uu LVEN U U N �•:••a-. .q., pr:ulali' FILTER SACK z t ■ ■ r MIN DITCH INLET PLAN VIEW CONRETE /5 BARS 12'OC. BOTH WAYS �R SLOPE DITCH INLET 6" overlap of bags. �� pROFFs I CRUSH BASE COURSE 2•_6•• I •: FILTER FABRIC MATERIAL 1. MIN - _ L_ _ CATCH BASIN INSERT _ • 36" WIDE ROLLS --0.943 1.-I/'-�. -- -- FILTER FABRIC =1'aliaii=11�1-II=1=I- "i-iirdiv .n=o1 iiiillt,; vil i vIi i,I �rj L, ] N �.t\ �O -11-IL B-IL 11-B-1f-1 i[.-n-11-d'�n`IT=I*11n-n-H-H-u- - K'AS REQUIRED4'-0" i - I - - -IL-11.=1I- II-11-h-I�I1-I1.-1L-1L=1I:=1I=11-I1=I �0058P� `��tj:° cInc::�'��:j:°�:�tj:''i�'�'��i�'ci�Ij: i -1111-11-1- -�u- =11'=II-1- - - - - - 6" �� i _ Jog NOTES: PRELIMINARY PROFILE 1'16" I I EXIS11NG GRADE 1. ADDITIONAL MEASURES MUST BE CONSIDERED DEPENDING ON SOIL PO NOTES: -- -0-3' BY 3' MIN TO TYPES. NOTE: 9-22-2025 N 1. CONTRACTOR TO REMOVE ACCUMULATED SEDIMENT FOR FURTHER INFORMATION FOR FURTHER INFORMATION CONTAIN CONCRETE FOR FURTHER INFORMATION AS NEEDED TO PREVENT TRACKING FROM TIRE ON DESIGN CRITERIA SEE 6' MAXIMUM SPACING ON DESIGN CRITERIA SEE 2. BID-FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE FOR FURTHER INFORMATION 1. RECESSED CURB INLET CATCH BASINS ` '0.�j WASH; SEDIMENT LADEN WATER MAY BE PIPED TO CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER USING (2) 1"x2" WOODEN STAKES OR APPROVED EQUAL PER BCHAPTER 4 OF CLEAN WATER AG. ON DESIGN CRITERIA SEE MUST BE BLOCKED MIEN USING FILTER ON DESIGN CRITERIA SEE ' Nf Z t�/ \ AN APPROVED BMP. SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION CHAPTER 4 OF CLEAN WATER FABRIC INLET SACKS. SIZE OF FILTERS If) AND SEDIMENT CONTROL FRONT VIEW AND SEDIMENT CONTROLSERVICES EROSION PREVENTION PLANNING AND DESIGN MANUAL SECTION A-A 3. WHEN USING 30' BIO-BAGS TO PROTECT A CATCH BASIN YOU SERVICES EROSION PREVENTION FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL 'I* DES N 2 USE GEOTEXTILE FABRIC WITH AGGREGATE FOR A PLANNING AND DESIGN MANUAL HAVE 4 BAGS AND THEY SHALL BE OVERLAPPED BY 6". AND SEDIMENT CONTROL BY MANUFACTURER. PLANNING AND DESIGN MANUAL. 0 TEMPORARY TIRE WASH. PLANNING AND DESIGN MANUAL. N CONCRETE WASHOUT RENEWS: 12 3i 2o2s N INLET PROTECTION INLET PROTECTION DATE: cy) TIRE WASH-(DRIVE-THROUGH) SEDIMENT Services SEDIMENT FENCE CleanWab'lir •ces CleanWater Services CleanWaber Services aeanWater`' Services DRAWING NO. 900 REVISED 10-31-19 TYPE 4 TYPE 5 DRAWN BY: RTN 00 DRAWING NO. 870 REVISED 10-31-19 DRAWING NO. 875 REVISED 10-31-19 DRAWING NO. 915 REVISED 10-31-19 DRAWING NO. 920 REVISED 10-31-19 LO o PROJ. MGR: CJD w CHECKED BY: CJD o PROJECT NUMBER o 0. 25608 to 1 CASE FILE NUMBER U N W J I CO c SHEET NUMBER Ln E s c_0 5 8 N W _1 9 OF 9 J EXHIBIT L TRAFFIC ANALYSIS 1;&,-1 ARD 11 ENGINEERING 21370 SW Langer Farms Pkwy Suite 142, Sherwood, OR 97140 Technical Memorandum To: Nick Daniken, Greenwing Restorations From: Michael Ard, PE Date: September 18, 2025 Re: 14480 and 14530 SW 103rd Avenue Subdivisions—Trip Generation and Access Analysis This memorandum is written to provide information and analysis related to the proposed residential partition at 14480 and the proposed residential subdivision at 14530 SW 103rd Avenue in Tigard, Oregon. The subject properties have areas of approximately 0.60 and 0.99 acres,respectively,and are located on the north and south sides of SW Inez Street immediately east of SW 103rd Avenue. The proposed plan for 14480 SW 103rd Avenue includes three lots for single-family homes, while the proposed subdivision at 14530 SW 103rd Avenue will consist of five lots for single-family homes. The property at 14530 SW 103rd Avenue currently contains one single-family home,so the proposed subdivision will result in the addition of four more lots for homes. The purpose of this analysis is to document the trip generation of the proposed developments and to analyze access for the sites.Additionally,this analysis will include a discussion of safe, continuous walking routes connecting the proposed developments and the nearby East Butte Heritage Park/Trail. TRIP GENERATION Trip Generation for the proposed developments was estimated using data from the Trip Generation Manual, 1Ph Edition,published by the Institute of Transportation Engineers. The trip estimates were prepared using data for land use code 210, Single Family Detached Housing. The estimate is based on the number of proposed dwelling units. The daily and peak-hour motor vehicle trip volumes projected are detailed in Table 1 below. Table 1 -Trip Generation Summary AM Peak Hour PM Peak Hour Daily In Out Total In Out Total Total +3 Detached Single-Family Homes 1 1 2 2 1 3 28 +4 Detached Single-Famliy Homes 1 2 3 3 1 4 38 Total Increase in Trip Generation 2 3 5 5 2 7 66 1;ikl L J 14480 and 14530 SW 103rd Avenue Analysis September 18, 2025 Page 2 of 7 City of Tigard Code Section 18.910.030.CC establishes requirements regarding when a proposed development requires preparation of a full traffic impact study. The thresholds which trigger the need for analysis are listed below, along with a response to each: 1. A traffic study shall be required for all new or expanded uses or developments under any of the following circumstances: a. When they generate a 10 percent or greater increase in existing traffic to high collision intersections identified by Washington County. The proposed developments will not result in a 10%or greater increase in existing traffic to any high collision intersections. b. Trip generations from development onto the city street at the point of access and the existing ADT fall within the following ranges: Existing ADT i ADT to be added by development 0-3,000 vpd 2,000 vpd 3,001-6,000 vpd 1,000 vpd >6,000 vpd 500 vpd or more Based on the trip generation analysis,the proposed developments combined will generate fewer than 70 average daily trips,which is far below the level which would require a full traffic impact study. c. If any of the following issues become evident to the City Engineer: i. High traffic volumes on the adjacent roadway that may affect movement into or out of the site. ii. Lack of existing left-turn lanes onto the adjacent roadway at the proposed access drive. iii. Inadequate horizontal or vertical sight distance at access points. iv. The proximity of the proposed access to other existing drives or intersections is a potential hazard. v. The proposal requires a conditional use permit or involves a drive- through operation. 1;ikl 14480 and 14530 SW 103rd Avenue Analysis September 18, 2025 Page 3 of 7 vi. The proposed development may result in excessive traffic volumes on adjacent local streets. The City Engineer has not indicated that there are concerns related to these issues which would necessitate a full traffic study. However, some additional information related to these criteria is provided in the"Site Access"and"Stopping Sight Distance"sections of this analysis memorandum. 2. In addition, a traffic study may be required for all new or expanded uses or developments under any of the following circumstances: a. When the site is within 500 feet of an ODOT facility; or b. Trip generation from a development adds 300 or more vehicle trips per day to an ODOT facility; or c. Trip generation from a development adds 50 or more peak hour trips to an ODOT facility. The nearest ODOT facility is more than 500 feet from the project site, and the average daily and peak- hour traffic volumes fall well below the identified thresholds even if all site traffic was added to an ODOT facility. Based on the above analysis, a full traffic impact study is not needed for either of the proposed residential developments,nor would one be required for the sum of traffic volumes from both developments. SITE ACCESS The proposed site plan utilizes one driveway for each residential lot. For the proposed three-lot partition at 14480 SW 103th Avenue,the existing driveway serving the existing parking lot on the east side of SW 103rd Avenue will be closed,and three new driveways will be constructed along the north side of SW Inez Street,with one for each home site. For the proposed five-lot subdivision at 14530 SW 103rd Avenue, the three existing driveways along the north side of the site frontage will be removed(including one which serves as direct access into a garage structure that will also be removed to accommodate the proposed residential subdivision). Four new driveways will be constructed to align with the four lots that have frontage on SW Inez Street. The fifth lot will take access via a new driveway on the east side of SW 103rd Avenue,since that is the only public street on which the lot will have frontage. L J 14480 and 14530 SW 103rd Avenue Analysis September 18, 2025 Page 4 of 7 SW 103rd Avenue is classified by the City of Tigard as a local street.The roadway has a statutory residential speed limit of 25 mph, and existing curbs and sidewalks are in place along the west side of the roadway in the site vicinity. The roadway has a paved width of 26 to 28 feet with no centerline striping.A 4-inch white fog line is striped on the west side of the roadway along the frontage of East Butte Heritage Park,providing some on-street parking for this facility. The proposed development will include construction of new curbs and sidewalks along the site frontage on the east side of the roadway. Only the driveway for lot 5 at 14530 SW 103rd Avenue will have direct access to SW 103rd Avenue. SW Inez Street is also classified by the City of Tigard as a local street, with a statutory residential speed limit of 25 mph. The roadway has a paved width of approximately 21 feet,with no centerline striping and no curbs or sidewalks on either side of the roadway. Some on-street parking is available where sufficient shoulder width is provided. The proposed development will include construction of new curbs and sidewalks along the site frontage on the south side of this roadway. The new driveways on SW Inez Street will be aligned at the far east side of each lot, thereby maximizing the spacing between SW 103rd Avenue and the first driveways on the north and south sides of SW Inez Street, as well as maximizing the spacing between driveways along each side of the roadway. Each of the proposed new residential driveways has a required width between 10 feet and 30 feet,meeting the requirements established by the City of Tigard for driveways serving single-family homes per code section 15.10.020(5) and Table 18.920.1. Since the driveways are located on local residential streets, backing into the roadway (along with potential brief delays to through traffic during maneuvering) is expected and is acceptable. STOPPING SIGHT DISTANCE In accordance with the methods described in A Policy on Geometric Design of Highways and Streets, 7th Edition,published by the American Association of State Highway and Transportation Officials (AASHTO),intersection sight distance was measured from a position 14.5 feet behind the edge of the roadway at an elevation 3.5 feet above the proposed driveway surface to an oncoming driver's eye position 3.5 feet above the surface of the oncoming driver's lane. Upon development of the project site, the required frontage improvements along SW Inez Street will necessitate removal of some existing trees, shrubs, and structures near the roadway where new curbs, sidewalks,and planter strips will be constructed.Although street trees will be added within the planter strips along the site frontage on the east side of the roadway, street trees typically are trimmed to provide clear sight lines below the low branches and therefore do not occlude the view of oncoming vehicles. Vehicles approaching the site access driveways from the west will be turning from SW 103rd Avenue. Turning speeds at 90-degree intersections with two lanes on each intersecting roadway generally have 85th 1;ikl L J 14480 and 14530 SW 103rd Avenue Analysis September 18, 2025 Page 5 of 7 percentile speeds of 19 mph or less for left turns and 15 mph or less for right turns. The minimum required stopping sight distance for safety based on an approach speed of 15 mph (i.e., for vehicles approaching northbound on SW 103rd Avenue and turning right onto SW Inez Street) is 80 feet, while the minimum required stopping sight distance for safety based on an approach speed of 19 mph(i.e.vehicles approaching southbound on SW 103rd Avenue and turning left onto SW Inez Street)is 105 feet. Most of the proposed site access driveways on the north and south sides of SW Inez Street will be more than 105 feet from the near edge of SW 103rd Avenue. Accordingly, the straight-line distance along the roadway is sufficient to provide adequate sight distance for safe operation. However, the two closest driveways on the north and south sides of SW Inez Street are centered less than 105 feet from SW 103rd Avenue. Therefore,more detailed sight distance analysis is appropriate for these driveways. Lot 1 within the site at 14480 SW 103rd Avenue has a driveway centered approximately 70 feet east of the east side of SW 103rd Avenue. From a position 15 feet behind the edge of the roadway, the available intersection sight distance was measured to be 144 feet for vehicles approaching southbound on SW 103rd Avenue and 150 feet for vehicles approaching northbound on SW 103rd Avenue. Accordingly, adequate sight distances for safe operation are available to the west. Lot 1 within the site at 14530 SW 103rd Avenue has a driveway centered approximately 53 feet east of the east side of SW 103rd Avenue. From a position 15 feet behind the edge of the roadway, the available intersection sight distance was measured to be 150 feet for vehicles approaching southbound on SW 103rd Avenue and 100 feet for vehicles approaching northbound on SW 103rd Avenue. Since the available sight lines are more than the minimums required for the respective approach speeds,adequate sight distances for safe operation are again available to the west. Each of the proposed driveways on SW Inez Street is projected to have more than 500 feet of intersection sight distance to the east. Accordingly, sight lines to the east are also adequate for safe operation of all the proposed driveways on SW Inez Street. For the proposed site access driveway on SW 103rd Avenue, a design speed of 25 mph yields a minimum required stopping sight distance of 155 feet. The east side of the roadway is currently obstructed by vegetation which will be removed as part of the proposed subdivision.Accordingly,direct measurement of sight lines is not currently possible. However, sight lines to the north will exceed 155 feet with clearing of vegetation from the site frontage as part of the project's frontage improvements. Sight lines to the south should also be cleared such that a minimum of 155 feet of intersection sight distance is available from a position 15 feet behind with east edge of SW 103rd Avenue within the proposed driveway. Since the fence line on the property to the south is set back approximately 15 feet behind the east edge of the roadway, it appears to be feasible to provide the required sight lines to the south with clearing of vegetation from within the public right of way. 1;ikl L J 14480 and 14530 SW 103rd Avenue Analysis September 18, 2025 Page 6 of 7 Since the proposed driveway on SW 103rd Avenue is near a public intersection, some consideration should also be given to the appropriate lateral alignment of the driveway. Ideally, driveways should not be located within areas at the edge of intersections where crosswalks would normally be expected. Placing driveways outside the alignment of pedestrian crossings promotes an orderly pedestrian environment and avoids potential future confusion if crosswalk markings are provided in the future. Additionally, for driveways near T-intersections it is usually preferably to align the driveway directly opposite the public street stem(i.e.,directly opposite W Canterbury Lane in this instance). It is therefore recommended that the proposed driveway for Lot 5 on SW 103rd Avenue be located directly opposite SW Canterbury Lane. This recommended driveway alignment will also ensure that approaching vehicles are mutually visible from all four approach directions to promote safety. CONNECTIVITY FOR PEOPLE WALKING AND BIKING In addition to examination of site access and circulation for motor vehicles, City of Tigard staff requested an examination of safe, continuous routes between the proposed development and the nearby East Butte Heritage Park/Trail facilities. East Butte Heritage Park is located on the west side of SW 103rd Avenue immediately south of SW Canterbury Lane. The subject property has frontage along the east side of SW 103rd Avenue which extends from SW Inez Street to immediately south of SW Canterbury Lane. Since the site frontage includes the full width of the intersection of SW 103rd Avenue at SW Canterbury Lane,it is appropriate to provide pedestrian ramps at the intersection in conjunction with the sidewalk along the site frontage.With these ramps in place, continuous accessible sidewalks will be available connecting the proposed development to the existing pedestrian ramps on the west side of SW 103rd Avenue at East Butte Heritage Park. While a marked pedestrian crossing could be provided at the intersection of SW 103rd Avenue and SW Canterbury Lane, it should be noted that providing marked crosswalks increases the confidence of pedestrians crossing the roadway in front of oncoming traffic.Under Oregon law,unmarked crosswalks are subject to the same legal requirement that oncoming traffic come to a stop to allow pedestrians to cross, so an unmarked crosswalk enjoys the same legal status as a marked crosswalk, but without encouraging potentially dangerous behaviors. Where pedestrian crossing volumes are high and conflicts are routinely expected, it is appropriate to provide crosswalk markings.But where conflicts are unusual and drivers may be less likely to look vigilantly for conflicts, safety is often better served by having pedestrians wait at the side of the roadway until either there are no cars coming or the oncoming vehicles have come to a stop prior to beginning to cross the roadway. 14480 and 14530 SW 103rd Avenue Analysis September 18, 2025 Page 7 of 7 CONCLUSIONS Based on the detailed analysis,both proposed residential developments will have a minimal impact on traffic volumes in the site vicinity. The site traffic volumes will not exceed the thresholds that trigger the need for a full traffic impact study per City of Tigard requirements even when considered collectively, and no other factors that could trigger the need for more detailed analysis are apparent based on the site plan or proposed development location. All of the proposed site access driveways on SW Inez Street will have adequate sight lines to allow for safe operation,though as is typical for residential driveways on local streets,vehicles backing into the roadway will occasionally cause brief delays to through traffic as they slow or stop to avoid conflicts at the respective driveway locations. Similarly,the proposed driveway on SW 103rd Avenue will have adequate sight lines to the north and south to allow for safe operation. It is recommended that the driveway on SW 103rd Avenue be located directly opposite SW Canterbury Lane(i.e., south of the north side crosswalk and north of the south side crosswalk) so that pedestrian crossing movements are not complicated by the presence of the driveway. This recommended driveway alignment will also ensure that approaching vehicles are mutually visible from all approach directions to promote safety. With construction of frontage improvements including pedestrian ramps on SW 103rd Avenue opposite SW Canterbury Lane, a safe,continuous walking route will also be available between the proposed development and the nearby East Butte Heritage Park and Trail facilities. If you have any questions regarding this analysis,please feel free to contact me via email at mike.ard@gmail.com or via phone at 503-862-6960. -\`-\` N FFss/o /V ��54983PE F� */CUZ Y 10, 2��P�0 yAEL1• RENEWS: 12/31/2025 Appendix Trip r Generation Calculation Worksheet k1 Land Use Description: Single-Family Detached Housing ITE Land Use Code: 210 Independent Variable: Dwelling Units Quantity: 3 Dwelling Units Setting: General Urban/Suburban and Rural Summary of ITE Trip Generation Data AM Peak Hour of Adjacent Street Traffic Trip Rate: 0.70 trips per dwelling unit Directional Distribution: 26% Entering 74% Exiting PM Peak Hour of Adjacent Street Traffic Trip Rate: 0.94 trips per dwelling unit Directional Distribution: 63% Entering 37% Exiting Total Weekday Traffic Trip Rate: 9.43 trips per dwelling unit Directional Distribution: 50% Entering 50% Exiting Site Trip Generation Calculations 3 Dwelling Units Entering Exiting Total AM Peak Hour 1 1 2 PM Peak Hour 2 1 3 Weekday 14 14 28 Data Source: Trip Generation Manual, 11th Edition, Institute of Transportation Engineers, 2021 Trip r Generation Calculation Worksheet k1 Land Use Description: Single-Family Detached Housing ITE Land Use Code: 210 Independent Variable: Dwelling Units Quantity: 4 Dwelling Units Setting: General Urban/Suburban and Rural Summary of ITE Trip Generation Data AM Peak Hour of Adjacent Street Traffic Trip Rate: 0.70 trips per dwelling unit Directional Distribution: 26% Entering 74% Exiting PM Peak Hour of Adjacent Street Traffic Trip Rate: 0.94 trips per dwelling unit Directional Distribution: 63% Entering 37% Exiting Total Weekday Traffic Trip Rate: 9.43 trips per dwelling unit Directional Distribution: 50% Entering 50% Exiting Site Trip Generation Calculations 4 Dwelling Units Entering Exiting Total AM Peak Hour 1 2 3 PM Peak Hour 3 1 4 Weekday 19 19 38 Data Source: Trip Generation Manual, 11th Edition, Institute of Transportation Engineers, 2021 EXHIBIT M PHOTOMETRIC PLAN 4- IIC) / I I I I I LUMINAIRE SCHEDULE ^ - N1 I PROJECT: 103RD STREET SUBDIVISION INITIAL PGE SCHEDULE - LL - LP2 EXISTING STREET I SYMBOL QTY LABEL DESCRIPTION WATTS LUMENS ARM ARRANGEMENT LLF BUG RATING &OPTION - D 0 N co LIGHTING 0 ��g I I 2 LP1 PROPOSED STREET LIGHT LED,'COBRA'STYLE LUMINAIRE MOUNTED ON 30'DIRECT BURY/25'M.H.GRAY FIBERGLASS POLE 29 4860 4' SINGLE 0.950 B2-u(1J-G1 95 A rrol , 0) 1- \ (WITH HOUSE SIDE SHIELD) z -Et N �� I ° 2 LP2 EXISTING STREET LIGHT _ LED,'COBRA'STYLE FLAT LENS LUMINAIRE MOUNTED ON ANCHOR BASE POLE AT 25'M.H. 52 7762 6' SINGLE 0.950 B2 ufd G2 91 C 0 0) - - - - - - - i Cj .0\\ o- 1 LP3-EXISTING STREET LIGHT LED,'COBRA'STYLE FLAT LENS LUMINAIRE MOUNTED ON ANCHOR BASE POLE AT 25'M.H. 49 7008 6' SINGLE 0.950 B2-u0-G2 91 C r l�5* w O ❑ in X� I XW R ' - CHAIN LINK FENCE P /L o eJ W I ° CALCULATION SUMMARY Z 0' O 1 '1.9 1.9 1.8 i.3 • P/L - -P/L e- -e - e o - O P/L o - o _ _ _ _ PROJECT: 185th SUBDIVISION H �_ - - Label CalcType Units Avg Max Min Avg/Min Max/Min v W H (0 ix 1 1.6 1.6 1.5 1.1 0.7 ° �/�► H I SW 103RD AVE. Illuminance Fc 0.72 1.9 0.4 1.80 4.75 V I H 2 To �+ (NORTH OF INTERSECTION) O �1.3 1.3 11.2 0.9 0. I I W - - X 1 1 1.1 1��.1 1i 1 J J SW 103RD AVE. ■ . :.:Ji 4418-4. . L . �,-"4. lee , 1 1 .1�1,.1471 Illuminance Fc 0.51 2.0 0.1 5.10 20.00 Q � �_�. _� 1_0404. 1 04 �1 1, a a (SOUTH OF INTERSECTION) 0 O 81 1.0 1.0 0.5 a - ,!��!�,J,! W c0 O DRIVEWAY I I SW INEZ ST. Illuminance Fc 0.82 1.6 0.3 2.73 5.33 Q el - I I o.a 0.7 0.7 +.6 0.51 I SW 103RD AVE.-SW INEZ ST. Illuminance Fc 1.03 2.5 0.3 3.43 8.33 o (3) 0 a rri� d 0.5> O.ti I zQ m In �>+ ~ I I LIGHT LEVEL REQUIREMENTS 0 x -- I I X I PROJECT: 185th SUBDIVISION g 0 1 c; 0.5 I 0.5 0.5 '0., o1a I ROADWAY CLASSIFICATION LIGHT LEVEL UNIFORMITY 0 0- SW 103RD AVE. TARGET >0.4 FC AVE <_6:1 AVE/MIN + 1 �.I [0.4 0.5 0.5 0.4 1 I LOCAL �{ I I (NORTH OF INTERSECTION) ARGETED 0.0.4 FC AVE <_6:011AVE/MIN I 10.4 +0.4 +0.4 +0.4 1'0. LOCAL SW 103RD AVE. LOT 1 (SOUTH OF INTERSECTION) ACHIEVED 0.51 FC 5.10:1 A0C5�� I0.4 0.4 O.4 X 0. I LOT 2 LOT 3 TARGET >0.4 FC AVE <6:1 AVE/MIN SW INEZ ST. LOCAL ACHIEVED 0.82 FC 2.73:1 540 1 1 I 9,073 s.f. 7,962 s.f. 7,921 s.f. - 'I 1 0.4 0.4 0.4 0.4 0 TARGET >0.80 FC AVE <4:1 AVE/MIN II I SW 103RD-SW INEZ ST. INTERSECTION LOCAL/LOCAL ACHIEVED 1.03 FC 3.43:1 4 I I 0.4 +0.4 0.4 +0.4 04 I I X I TROY A. MEARS 15 .5 . .5 .4 4 a ! I0 0 0 0 0I I I 1REi2oo N tiW I r jf g 1I O.a 0. 0.7 0. j ;.: >I I III � Eir, : : : b : :: 74 1 Il I '1.7 116 1.2 O.Bj .I X Y.0 2.0 1.8 1.• 0. 7 .51 tic). �a I\ -m Im I JJ da 1. 1 2.1 2.0 1.3 H X Z > Q Q _L T LP2 EXISTING STREET a LIGHTING i1123 120 119 11.4 o� o. 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JOB NO.: 2525 - - -NI\1 2. 2.1 2. 1.6 .0 IIfiiI _ gm 3 ■ill '.. �...��ig4�.Im, SHEET: LP3 - EXISTING STREET ° I I A _III I SCALE: 1 " = 20'-0" d 2.4 2.0 :1: . 1.5 1.0 ' .':J.:: LIGHTING i Il�wa;1 2 21 i.5 0.9 " P/L 410 P/L f3.4 \ - - P/L - - - - - - - - - - - P/L - - - - - - - - - Nitil' 1 P/L P/L �a I 20' 10' 0' 20' 40' III' OF 2 Q i � I cr. 11 xi XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN XS N XSAN XSAN I 4- -I_V APPROVED STREET LIGHTING EQUIPMENT: PROPOSED LIGHT POLE LOCATION TABLE 1 Z SECONDARY I O Z LOT X LOT X LOT Y LOT Y LOT Z Z N TRANSFORMER I -fir EXISTING LIGHT POLES SHALL BE PGE APPROVED POLE NO. STA STREET OFFSET+ RT/LT FIXT. TYPE CONN. DETAILS Z VAULT I _ _ _ _ _ R/W DIRECT-BURIED POLES, 30 FT. LONG WITH A 25-FOOT MOUNTING2 CD ° �' t� c� O HEIGHT. 1 0+84.74 SW INEZ STREET 16' L LP1 C a Z • Q ° °°' ° 2 1+94.22 SW INEZ STREET 16' L LP1 C _ 6` ° PGE APPROVED POLE: o Z ° °° ° MANUFACTURER MODEL NO. OFFSET IS MEASURED BETWEEN ROADWAY CONSTRUCTION o w 4. ( 4 A CENTERLINE AND CENTER OF THE POLE. w 1 E LO SHAKESPEARE (GRAY) BHT3099S2BL9901 W - VALMONT 41 103PGE 0 W co o LIGHT FIXTURE HAPCO 54423PG E TYPICAL KEYED NOTES: Q co() r N N Oi In 1" SCHEDULE 40 PVC IF RUN UNDER 100' 2. JUNCTION BOXES SHALL BE PGE APPROVED SPLICE BOXES. 0 POWER SOURCE LOCATIONS TO BE DETERMINED BY PGE. ALL LIGHT =_ ° o i 2" SCHEDULE 40 PVC IF RUN OVER 100' POLE POWER SOURCES MUST BE VERIFIED WITH PGE PLANS. CHANGES ® - m ° o = PGE APPROVED 1324 JUNCTION BOXES ARE: IN POWER SOURCE LOCATIONS WILL REQUIRE AS-BUILT DRAWINGS. EL 0_ RESIDENTIAL MANUFACTURER MODEL NO. NEWBASIS FCA132418T-00043 GENERAL NOTES: e5S4N OLDCASTLE/CARSON INDUSTRIES 13241712 rA TYPICAL LIGHT POLE CONNECTION TO HIGHLINE CHA132418HE1 L202 SECONDARY TRANSFORMER VAULT N.T.S. ARMORCAST AL132A107017T 1 . ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH P.G.E.\ SCHEDULE 95 OPTION "A" SPECIFICATIONS. ALL MATERIALS AND PGE APPROVED 1730 JUNCTION BOXES ARE: INSTALLATION SHALL BE APPROVED BY P.G.E. TROY A. MEARS H OREGON MANUFACTURER MODEL NO. 2. ALL ELECTRICAL EQUIPMENT SHALL CONFORM TO THE CURRENT 11/21/2003 \� QUAZITE (HUBBELL) A42173018A017 STANDARDS OF THE NATIONAL ELECTRICAL MANUFACTURERS �fe4A NEWBASIS FCA173018T-00043 ASSOCIATION (NEMA) AND THE UNDERWRITERS LABORATORIES, E AR LOT X LOT Y LOT Y LOT Z OLDCASTLE 17301729 INC. (U.L.). WHEREVER APPLICABLE. IN ADDITION TO THE OLDCASTLE 17301423 REQUIREMENTS OF THE PLANS, STANDARD SPECIFICATIONS, AND PGE HOUSE HIGHLINE CHA173018HE1 THE SPECIAL PROVISIONS, ALL MATERIALS AND WORKMANSHIP SERVICE SHALL CONFORM TO THE CURRENT REQUIREMENTS OF THE - - - - \+1/ PEDESTAL ARMORCAST AL1730AF18017T R/W NATIONAL ELECTRICAL CODE (NEC) THE NATIONAL ELECTRICAL SAFETY CODE, STANDARDS OF THE AMERICAN NATIONAL 3. LUMINAIRES SHALL BE PGE APPROVED 29 WATT LED, 240V, STANDARDS INSTITUTE (ANSI), AND ANY LOCAL ORDINANCES WHICH ° COBRA STYLE LUMINAIRE WITH A NORMAL POWER FACTOR MAY APPLY. ° • ° ° °• . d REACTOR BALLAST AND TWISTLOCK P.E. RECEPTACLE. 3. S.D.L. STREET LIGHTING AGREEMENT CLAUSE: W PGE APPROVED LUMINAIRES ARE:\- Z LIGHT FIXTURE TYPICAL WASHINGTON COUNTY REQUIRES THAT A L.I.D. OR A S.D.L. BE Z SW INEZ STREET: ESTABLISHED TO PAY FOR POWER AND MAINTENANCE OF STREET 0 ; 1" SCHEDULE 40 PVC IF RUN UNDER 100' LIGHTING ON LOCAL AND NEIGHBORHOOD ROUTE STREETS. 2" SCHEDULE 40 PVC IF RUN OVER 100' MANUFACTURER MODEL NO. WASHINGTON COUNTY WILL NOT PAY FOR POWER OR (,/� Q U LEOTEK GCJ1-20H-MV-WW-2R-GY-450-FDC-PCR7-WL-RWG-PGE MAINTENANCE FOR ROADWAY LIGHTING OTHER THAN ARTERIAL 0 AND COLLECTOR CLASSIFICATION ROADWAYS. w 4. THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROVED MO z z rB� TYPICAL LIGHT POLE CONNECTION TWISTLOCK, FAIL-ON, ELECTRONIC, 105-300 VAC, 60 HZ, PER 4. THE CONTRACTOR SHALL COORDINATE WORK WITH LISA C) CD . v0 ANSI136.10, BRONZE HOUSING, 1 .5 LUMEN TURN-ON, RATED 1000W GUARNERO OF PGE AT (503) 672-5479 TO DETERMINE POWER L202 TO HOUSE PEDESTAL ON DIFFERENT N.T.S. TUNGSTEN (1800 VA BALLAST) 1 ,5:1 TURN-OFF/TURN-ON RATIO, SOURCE FOR THE LIGHTING SYSTEM. Ca0 O LOT LINE SOLID BRASS PLUG BLADES, CONFORMALLY COATED CDS CELL, 160 JOULE MOV, 2-4 SEC. TURN-OFF DELAY. 5. EXISTING STREET LIGHTING ALONG 185TH AVENUE SHALL REMAIN O U M u OPERATIONAL DURING CONSTRUCTION. Q trl § I PGE APPROVED PHOTOELECTRIC CONTROLS ARE: z RIPLEY - RD8645 Iw s< ce LOT X I LOT Y 5. THE WIRING FROM THE SPLICE BOX TO THE LUMINAIRE SHALL BE ( , ca U 1" SCHEDULE 40 PVC PGE APPROVED #10AWG, 600-VOLT, TYPE THHN. V 0 \1/ FOR 240-VOLT APPLICATIONS, THE PGE WIRING CONFIGURATION IS: PGE HOUSE BLACK AND RED (HOT) SERVICE PEDESTAL . GREEN (GROUND) - ° • ° . . 4 . LIGHT FIXTURE - TYPICAL C TYPICAL LIGHT POLE CONNECTION REVISIONS DATE DESCRIPTION \20 TO HOUSE PEDESTAL ON SAME N.T.S. LOT LINE SHEET NAME: DETAILS AND NOTES DRAWN BY: TM CHECKED BY: TM ISSUE DATE: 9/3/2025 JOB NO.: 2525 SHEET: L202 OF 2 EXHIBIT N PRELIMINARY STORM DRAINAGE REPORT 7650 SW Beveland Street,Suite 100 TMRIPPEY Tigard,Oregon 97223 1 Phone: (503)443-3900 CONSULTING ENGINEERS Fax: (503)443-3700 Downstream Conveyance Analysis FOR Tigard Subdivision 14530 SW 103rd Ave Tigard, OR 97224 September 19t", 2025 GINP Pr - Ty 09/ 7, 2° % 9�f � D E S l O�\� EXP: 12/31/25 TABLE OF CONTENTS/INCLUSIONS: Storm Drainage Narrative. STM-1 to STM-3 Project Drainage Area Maps• STM-4 to STM-7 Overall Pipe Network and Drainage Basin Map• STM-8 TM RIPPEY 7650 SW Beveland Street,Suite 100 Tigard,Oregon 97223 Phone: 503 443 3900 3900 CONSULTING ENGINEERS Fax: 503 443 3700 Greenwing Companies September 22"d, 2025 16869 SW 65th Ave, Ste 115 Lake Oswego, OR 97035 RE: Tigard Subdivision — "Downstream Analysis Memorandum Narrative" Dear Mr. Daniken, At your request, TM Rippey Consulting Engineers has completed the following storm drainage memorandum to include with the Tigard Subdivision project land use application describing the proposed storm water mitigation plan for this project. The purpose of this memorandum is to describe to City staff why the right of way runoff is unable to meet City of Tigard and Clean Water Services preferred storm water mitigation requirements and that the project will be requesting fee in lieu for all public right of way runoff. This memorandum will discuss our preliminary hydrologic and hydraulic analysis but will not provide detailed reports of the existing public storm conveyance system, we attempted to obtain as-builts of the existing public storm system but none were available. Our office will request survey of the public system for use in completing downstream conveyance analysis that will be submitted to the reviewer for land use and permiting. The project consists of two tax lots (900 and 2300 located within map 2S111 BC), both of which are proposed to be developed as subdivisions. Due to the projects being on opposite sides of an existing right of way, each property must make land use applications separately but this storm narrative will suffice for both applications. Both tax lots are currently under the following addresses: 14530 SW 103rd Ave and 14480 SW 103rd Ave. In total, both tax lots are approximately 65,748 sf(1.5 aces) in size. All existing neighboring properties are developed with single-family residences. Existing Conditions for 14480 SW 103rd (North Tax Lot 900): Tax lot 900 is located at the northeast corner of SW 103rd Ave and SW Inez St intersection with current address being 14480 SW 103rd Avenue and is currently a paved parking lot that has been owned and occupied by"Rise Church" (Calvin Presbyterian Church). The developer is in the process of purchasing or has purchased the land and is proposing to divide the property into 3-Single Family detached lots and the plan is to build the new units for sale. Tax lot 900 is relatively flat. The existing parking lot development captures stormwater in onsite catch basins and connects to the public storm system within SW 103rd Ave ROW for discharge. It is not believed that this parking lot is providing water quality or detention for the private storm runoff. This public storm system continues north, crosses McDonald Street, and ultimately discharges into an existing open channel drainage way that is approximately 1 mile north and slightly east of the project site. The open channel drainageway eventually discharges to Fanno Creek. The existing impervious area onsite is 17,231 square feet. The proposed new sub division will build driveways and single family detached homes. Clean Water Services requires applying 2,640 sf of impervious area for lots greater than 3,000 sf for sub-divisions because actual footprints are unknown, See R&O Chapter 4.08.c.2. Proposed Conditions for 14480 SW 103rd Avenue (North Tax Lot 900) The future buildings on the lots are proposing to infiltrate onsite 100% of the private lot impervious area. The project will be adding or redeveloping 1,809 sf of impervious area in the right of way that will discharge to the public storm system. Approximately 1,495 sf of new impervious area in the right of way is unable to be collected and will sheet flow and continue to follow existing drainage pattern following SW Inez to the public storm system located in SW 100th Avenue. The total proposed impervious being developed and redeveloped in the right of way is much less than the existing impervious area on the site and by inspection the project is not increasing discharge flow to the public storm system. Due to the existing system being under 3 feet deep to invert the project is unable to feasibly install water quality or detention systems onsite or in the right of way. The project is proposing that private property stormwater is allowed to infiltrate onsite with gravel infiltration trenches. The project is proposing to pay fee in lieu for all new plus redeveloped impervious are in the right of way. The impervious numbers will be verified during permitting for payment. STM 1 of 8 Tigard Subdivision "Downstream Analysis Narrative" Page 2 Existing Conditions for 14530 SW 103rd Avenue (South Tax Lot 2300) Tax lot 2300 is located at the southeast corner of SW 103rd Ave and SW Inez St intersection with current address being 14530 SW 103rd Avenue. The site is currently occupied by a single-family home with a garage, a carport, sheds, and concrete driveways. The remainder of the site is mostly undeveloped land with grass and trees. Tax lot 2300 slopes an average of 2% from northwest to southeast for the first 150', then 19% slope for the next 45', and 4% slope for the rest of the length. The existing development captures stormwater in roof drain downspouts and disperses stormwater away from the buildings on the ground. No existing engineered stormwater facilities are present on the site. The existing stormwater runoff sheet flows southeast and continues to follow natural drainage patterns that traverse existing developed lots until it enters a public conveyance system located in SW 100th Avenue south of SW Inez Street. The public conveyance system continues south and west, consists of piping and open channel conveyance elements and traverses through neighborhoods and a golf course and eventually discharges to a tributary of the Tualatin River. The existing impervious area onsite is approximately 2,370 sf of roofs, driveway and concrete walks. Proposed Conditions for 14530 SW 103rd Avenue (South Tax Lot 2300) The future buildings on the lots are proposing to infiltrate onsite 100% of the private lot impervious area. The project will be adding or redeveloping 2,915 sf of impervious area in the right of way that will discharge to the public storm system. Approximately 1,492 sf of new impervious area in the right of way is unable to be collected and will sheet flow and continue to follow existing drainage pattern following SW Inez to the public storm system located in SW 100th Avenue. The total proposed impervious being developed and redeveloped in the right of way is much less than the existing impervious area on the north project site and by inspection the project is not increasing discharge flow to the public storm system. Due to the existing system being under 3 feet deep to invert the project is unable to feasibly install water quality or detention systems onsite or in the right of way. The project is proposing that private property stormwater is allowed to infiltrate onsite with gravel infiltration trenches. The project is proposing to pay fee in lieu for all new plus redeveloped impervious are in the right of way. The impervious numbers will be verified during permitting for payment. Conclusion Statements and Impervious Area Summaries: North Tax Lot Area Summary • The north tax lot is currently comprised of approximately 17,231 sf of impervious area. • New Public Impervious Area in SW Inez St not able to be collected, runoff will continue to sheet flow east down SW Inez St as it currently flows to the existing public storm system in SW 100th Ave o Total Impervious Area = 1,495 sf, to Pay Fee In Lieu • New Public Impervious Area in SW Inez St tributary to 103rd Ave Conveyance System with new project. o Toal Impervious Area = 974 sf, to Pay Fee In Lieu • Existing Impervious Area in SW 103rd Avenue to be redeveloped o Total Redeveloped Impervious Area = 835 sf. • Total Impervious Area Onsite to apply for each lot per CWS = 2,640 sf. o Total Redeveloped Impervious Area Onsite = 7,920 sf on 3-Lots • Total of Proposed New Plus Redeveloped Impervious Area to Flow to 103rd Ave Conveyance System: o From ROW 974 + 835 = 1,809 sf< 17,231 sf of existing. South Tax Lot Area Summary • South Tax Lot New Impervious Area in SW Inez that will not be collected and will continue to discharge sheet flow east to the storm system at SW Inez St and SW 100th Ave. o Total New Impervious Area = 1,492 sf to pay fee in lieu STM2of8 Tigard Subdivision "Downstream Analysis Narrative" Page 3 • South Tax Lot New Impervious Area that will discharge to the conveyance system in SW 103rd Ave. o Total New Impervious Area along South Lot ROW = 2,915 sf to pay fee in lieu. North and South Lot ROW Impervious Area Conclusion for Public Conveyance • The north tax lot exists with a total of 17,231 sf of impervious area. • The north lot will add and redevelop 1,809 sf discharging to 103rd Ave • The south lot will add and redevelop 2,915 sf discharging to 103rd Ave • By inspection the total impervious area discharging to the public system after development will be much less than existing, therefore, regardless of the existing conveyance systems hydraulic grade line, the project is reducing flow to the system. o Total Project Impervious Area = 1,809 sf+ 2,915 sf= 4,724 sf. < 17,231 sf By inspection of comparing the existing conditions discharging to the public storm system in SW 103rd Ave, the project will be reducing flows to the system. The project assumes the onsite impervious area will be infiltrated onsite and thus project is requesting to pay fee in lieu for the 4,724 sf of unmitigated impervious area discharging to SW 103rd Avenue and the 2,987 sf of impervious area being developed in the SW Inez ROW that cannot be feasibly collected. It is proposed that all new home buildings will discharge to private onsite gravel infiltration trenches that will be designed to infiltrate the 100 year design event. Oregon Drainage Law allows for any surface runoff to continue to follow existing conditions and existing natural drainage patterns. The north site will be finish graded to slope the back of the lots to the 1 03rd Avenue right of way. The south lot existing with drainage patterns flowing south east and crossing lots until the. The onsite private impervious areas are not required to pay fee in lieu then for water quality or hydromodification if gravel infiltration systems are designed to the 100 year even. Additional comments; The Geotech report allows infiltration to be used for the private development. Static Groundwater is well deep enough to meet the DEQ Rule Authorized UIC registration requirements. Perched ground water does not preclude the application of infiltration systems. All soils have perched ground water potential, silty loam and sandy soils tend to have more water hanging in the soil matrix during and after storm events because the transmissivity is slower than granular soils but perched ground water is also found in granular soils when onsite soils are observed during and after rain fall events. Perched ground water generally move vertically and down, the reason water is often perching into an excavation hole is because the hole is not the path of least resistance, but perched water is still typically moving down and it's understood the deeper soils in this area do not limit transmissivity down vertically. Sincerely, Chris DesLauriers, P.E. STM 3 of 8 i I I I 1I I I iv1 I EXISTING I/A I I 4 I DRAINING TO PUBLIC STM SYSTEM = 17,231 SF 1- , --t. \4 / ; , ,p V si 0_ .:7,:9. I EX STM AD P. '1or, RIM: 369.41 IE OUT: 368.07 (8"0 I �. P 8'�• �� a SUMP: 365.70 4. geor •, tor . . il , ,e,r / , A 1 r r /:4 E° 111 ' :1 4 i 'I' -*° j$ — — II \\ _ - e7 , — a 4- - l0 \ ; - — L;---- ___— \\ _DID_1NATFR 1�3F44S_ \ \_'� 111NI11 p�g_�E S Il�Ei STREET \ 1 / Z WATER RISER PLASTIC(h1.GED W DTH P of,IC RIGHT—OF—WAY)/ l / 6 , I HEDGE -- ,_-,Z- - o { 8„ UNK z r\ I I WTI.-- XWTR h iXivTR i 2 ' o XWTR _ I 1 I� 11 117- � � � � ,,,.., — 7T —1 1 _ 1, I• ' , — ,� r r. EXISTING ROOF AND f — i EXISTING N PAVEMENT LANDSCAPING u, 17,231 SF L _ i CN=75 CN=98 N i EXISTING NORTH STORMWATER TRIBUTARY AREA MAPS SCALE: 1" =40'-0" W Job Name: 14530 SW 103RD AVE, TIGARD, OR 97224 Date: 2025-09-23 0 m Job No.: 25608 Drawn: RTN W ci g Client: GREENWING COMPANIES, LLC Sheet: 0 F I N T.M. RIPPEY STM 4 of 8 �I CONSULTING ENGINEERS 1M T.M. RIPPEY N 7650 SW Beveland,Suite 100,Tigard,Oregon 97223 ©CONSULTING ENGINEERS INC. Phone:(503)443-3900 F.(503)443-3700 2025, ALL RIGHTS RESERVED w E I 1 I I 4 I I REDEVELOPED COLLECTED II I/A = 835SF O- v O P/L 0 O 0 0 P/L 0 - - T ■ 2,640 SF BLDG I °I as DRLNWAY N I I FOOTPRINT I/A o1 E (3 EA) = 7,920 SFEi ► rod —7 r per 2 1 r 7c-�3'_1 o 1 1 9,07 7,962 s f. 7,921 s.f. N °I :.: I 1 0 iaa iiL, 1, Lim/ - 1 a/ II 111�`a^ 0 NEW ROW ' SW INEZ STREET NEW ROW y _ J f COLLECTED (VARIED WIDTH PUBLIC RIGHT6OF—WAY) UNCOLLECTED I/A = 974 SF = �- - _ - I/A = 1 ,495 SF r �� ,L o 0 0 _ i. 11 �� COLLECTED r——I UNCOLLECTED — PROPOSED ROOF r—-I PROPOSED ii 1 I PROPOSED ROW I/A I N PROPOSED I I CN=98 I I LANDSCAPING 1 1 4,724 SF L«1 ROW I/A L_1 L _1 CN=75 CN=98 2,987 SF N CN=98 N S PROPOSED NORTH STORMWATER TRIBUTARY AREA MAPS SCALE: 1° =40'-0n O Job Name: 14530 SW 103RD AVE, TIGARD, OR 97224 Date: 2025-09-23 vi m Job No.: 25608 Drawn: RTN w ci g Client: GREENWING COMPANIES, LLC Sheet: 0 z T.M. RIPPEY STM 5 of 8 .I CONSULTING ENGINEERS ,0 T.M. RIPPEY N lEAl . 7650 SWBeveland,Suite 100,Tigard,Oregon 97223 ©CONSULTING ENGINEERS INC. Phone:(503)443-3900 Fax:(503)443-3700 2025, ALL RIGHTS RESERVED w III: r ,�� ` - - - - - - ai - - 0 - -0 i - — IIIIIIRli '4 0L/ SW I E7� STREET \ _ / cif ( D WIDTH UBI�.IC RIGHT—OF—WAY) / I PLASTIC HEDGE _ — I,. /Tr Xc :e.—.. XWTR\ Z/ WTE�-_- I XWT �I IIX''VTR 11 I I III ,s® �/� err \I .� .yf ^WW -WOOD . W/',`oJ ,•' �dC16FENIE_W c• I a \ I - - '—FENC, . E. -��GAJE, EJ ,j. W I �,.E. � J � `•�'� � � � � � _ y "'�' , % am GAT / ,.a_ ,Air �� o' G W y `F rI - I W . I � I� � xo� � y Wy .y �W .�_ W ./. * � W � Wy �e'I III ` i% �°� y ;.— c - 0 I I � I I X W�� '� -r` ' WW y�% - - . la ,Ai .'.W W `-'-' W EXISTING ;- F I iNOi�`R fi NI G I I i�l� I ..�. .W�,W � ' y STRUCTURES AND W w FE\E•W yWy y °D" �c GROUND COVER ::.,_,--k-,:ic'Ae,* /Ko �, / F.��• W-y-W- IsHEo W DRAINING SE ' 4 i. . _ . \ - y - ' . 6',.?;.- W-, .�\r / . - pproxlmateIy2 370 ' " .� \ ., RE`FENCE. o ,I ,, .j* ,,/,. I ') GAfiE" IW-Iy W/-Wsf of impervious area ,-. f / / , . a ."� w l f —�tmhis site. Most ,I • ,J u W W/ y - jcP y J _�W' 0 / N ,,y,,y. .cy runoff from this s�i, 'FENCE , � I I *.*a y .�,> */.�2 ��°y / follows existing' - TE I •,*� `i-� i. * * �*�nanage patterns"an �i 'I W i .=. u /I I W-i i=� V-- -/.W �.; is oQt°diseharging�t0 .,— �N I �� W �,, .7. t - �. ,e torm� i 1 ' ' ,(/*W�% `�` :- : ��* s sty ` �,-%' ' — \ I i �x /W W W EHAINHNK FEI\ Y \ I 1* i/li I ) i 0 /iI ( 1. I I \ I = II 0 J I I r - 1 EXISTING ROOF AND f- - -1 EXISTING PAVEMENT i 9 LANDSCAPING O n L i CN=98 L _ J CN=74 0 N N EXISTING SOUTH STORMWATER S TRIBUTARY AREA MAPS SCALE: 1" =40'-0" X W Job Name: 14530 SW 103RD AVE, TIGARD, OR 97224 Date: 2025-09-23 vi Job No.: 25608 Drawn: RTN wci g Client: GREENWING COMPANIES, LLC Sheet: 0 N T.M. RIPPEY STM 6 of 8 �I CONSULTING ENGINEERS T.M. RIPPEY NlEAl 7650 SW Beveland,Suite 100,Tigard,Oregon 97223 ©CONSULTING ENGINEERS INC. Phone:(503)443-3900 Fax:(503)443-3700 2025, ALL RIGHTS RESERVED w E V 7 \ \ \ 1, 0 (‘)\I\IJ S4<./ ° R W a R NEW ROW _=m NEW ROW IIIIIII UNCOLLECTED R COLLECTED SW INEZ STREET I/A = 2,915 SF (VARIED WIDTH PUBLIC RIGHT—OF—WAY) I/A = 1 ,492 SF .. .r.if.�f.ii.ilfii�i�■ oMMMMe�lili�NN� ■ �.= Y n- N ( � g l'ir -11-] —1---i— .,, - n TT t �+ 1 1 q I I L.. IO I LOT 1 LOT 2 I I LOT 4 a s Z I 7,718 sf. 7,576 s.f. 1 s 9,154 sf. ■ � p I p to x L====J ====J I a k I I Q I f I �oiI a L �I� I ❑ ,Ls ! I it I - o s I _ tI m I,I F 2,640 SF BLDG aIa TE FOOTPRINT NT I/A o P/N $ 0Ts I EA BLDGI IIri IJIo� e 0 O O O O O O P/L PPE P - O } a I 0 I Z 1— `—' 7 COLLECTED r - 7 UNCOLLECTED r —7 PROPOSED ROOF f- — 7 PROPOSED N 1 I PROPOSED ROW I/A 1 I PROPOSED I I CN=98 I 1 LANDSCAPING L. 1 4,724SF L � J ROW I/A L _1 L_ _ 1 CN=75 CN=98 2,987 SF CN=98 N _ PROPOSED SOUTH STORMWATER TRIBUTARY AREA MAPS SCALE: 1" =40'-0" 0 Job Name: 14530 SW 103RD AVE, TIGARD, OR 97224 Date: 2025-09-23 Job No.: 25608 Drawn: RTN w ci g Client: GREENWING COMPANIES, LLC Sheet: 0 F I N T.M. RIPPEY STM 7 of 8 �I CONSULTING ENGINEERS 1M T.M. RIPPEY N 7650 SW Beveland,Suite 100,Tigard,Oregon 97223 ©CONSULTING ENGINEERS INC. Phone:(503)443-3900 F.(503)443-3700 2025, ALL RIGHTS RESERVED w L7 Fairhaven St +.• N ' . Vicinity MapI J o 2s. :!,- I f - j ASSUMPTIONS: •,, .land t m , 240 J \ Highest Top of Pipe=RIM-2 s Beaverton - Sump=RIM-5 �• / , Pipe drop between pipe in and out=0.2' Tigard 1' Legend: / ASS ... 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The subject properties have areas of approximately 0.60 and 0.99 acres,respectively,and are located on the north and south sides of SW Inez Street immediately east of SW 103rd Avenue. The proposed plan for 14480 SW 103rd Avenue includes three lots for single-family homes, while the proposed subdivision at 14530 SW 103rd Avenue will consist of five lots for single-family homes. The property at 14530 SW 103rd Avenue currently contains one single-family home,so the proposed subdivision will result in the addition of four more lots for homes. The purpose of this analysis is to document the trip generation of the proposed developments and to analyze access for the sites.Additionally,this analysis will include a discussion of safe, continuous walking routes connecting the proposed developments and the nearby East Butte Heritage Park/Trail. TRIP GENERATION Trip Generation for the proposed developments was estimated using data from the Trip Generation Manual, 1Ph Edition,published by the Institute of Transportation Engineers. The trip estimates were prepared using data for land use code 210, Single Family Detached Housing. The estimate is based on the number of proposed dwelling units. The daily and peak-hour motor vehicle trip volumes projected are detailed in Table 1 below. Table 1 -Trip Generation Summary AM Peak Hour PM Peak Hour Daily In Out Total In Out Total Total +3 Detached Single-Family Homes 1 1 2 2 1 3 28 +4 Detached Single-Famliy Homes 1 2 3 3 1 4 38 Total Increase in Trip Generation 2 3 5 5 2 7 66 1;ikl L J 14480 and 14530 SW 103rd Avenue Analysis September 18, 2025 Page 2 of 7 City of Tigard Code Section 18.910.030.CC establishes requirements regarding when a proposed development requires preparation of a full traffic impact study. The thresholds which trigger the need for analysis are listed below, along with a response to each: 1. A traffic study shall be required for all new or expanded uses or developments under any of the following circumstances: a. When they generate a 10 percent or greater increase in existing traffic to high collision intersections identified by Washington County. The proposed developments will not result in a 10%or greater increase in existing traffic to any high collision intersections. b. Trip generations from development onto the city street at the point of access and the existing ADT fall within the following ranges: Existing ADT i ADT to be added by development 0-3,000 vpd 2,000 vpd 3,001-6,000 vpd 1,000 vpd >6,000 vpd 500 vpd or more Based on the trip generation analysis,the proposed developments combined will generate fewer than 70 average daily trips,which is far below the level which would require a full traffic impact study. c. If any of the following issues become evident to the City Engineer: i. High traffic volumes on the adjacent roadway that may affect movement into or out of the site. ii. Lack of existing left-turn lanes onto the adjacent roadway at the proposed access drive. iii. Inadequate horizontal or vertical sight distance at access points. iv. The proximity of the proposed access to other existing drives or intersections is a potential hazard. v. The proposal requires a conditional use permit or involves a drive- through operation. 1;ikl 14480 and 14530 SW 103rd Avenue Analysis September 18, 2025 Page 3 of 7 vi. The proposed development may result in excessive traffic volumes on adjacent local streets. The City Engineer has not indicated that there are concerns related to these issues which would necessitate a full traffic study. However, some additional information related to these criteria is provided in the"Site Access"and"Stopping Sight Distance"sections of this analysis memorandum. 2. In addition, a traffic study may be required for all new or expanded uses or developments under any of the following circumstances: a. When the site is within 500 feet of an ODOT facility; or b. Trip generation from a development adds 300 or more vehicle trips per day to an ODOT facility; or c. Trip generation from a development adds 50 or more peak hour trips to an ODOT facility. The nearest ODOT facility is more than 500 feet from the project site, and the average daily and peak- hour traffic volumes fall well below the identified thresholds even if all site traffic was added to an ODOT facility. Based on the above analysis, a full traffic impact study is not needed for either of the proposed residential developments,nor would one be required for the sum of traffic volumes from both developments. SITE ACCESS The proposed site plan utilizes one driveway for each residential lot. For the proposed three-lot partition at 14480 SW 103th Avenue,the existing driveway serving the existing parking lot on the east side of SW 103rd Avenue will be closed,and three new driveways will be constructed along the north side of SW Inez Street,with one for each home site. For the proposed five-lot subdivision at 14530 SW 103rd Avenue, the three existing driveways along the north side of the site frontage will be removed(including one which serves as direct access into a garage structure that will also be removed to accommodate the proposed residential subdivision). Four new driveways will be constructed to align with the four lots that have frontage on SW Inez Street. The fifth lot will take access via a new driveway on the east side of SW 103rd Avenue,since that is the only public street on which the lot will have frontage. L J 14480 and 14530 SW 103rd Avenue Analysis September 18, 2025 Page 4 of 7 SW 103rd Avenue is classified by the City of Tigard as a local street.The roadway has a statutory residential speed limit of 25 mph, and existing curbs and sidewalks are in place along the west side of the roadway in the site vicinity. The roadway has a paved width of 26 to 28 feet with no centerline striping.A 4-inch white fog line is striped on the west side of the roadway along the frontage of East Butte Heritage Park,providing some on-street parking for this facility. The proposed development will include construction of new curbs and sidewalks along the site frontage on the east side of the roadway. Only the driveway for lot 5 at 14530 SW 103rd Avenue will have direct access to SW 103rd Avenue. SW Inez Street is also classified by the City of Tigard as a local street, with a statutory residential speed limit of 25 mph. The roadway has a paved width of approximately 21 feet,with no centerline striping and no curbs or sidewalks on either side of the roadway. Some on-street parking is available where sufficient shoulder width is provided. The proposed development will include construction of new curbs and sidewalks along the site frontage on the south side of this roadway. The new driveways on SW Inez Street will be aligned at the far east side of each lot, thereby maximizing the spacing between SW 103rd Avenue and the first driveways on the north and south sides of SW Inez Street, as well as maximizing the spacing between driveways along each side of the roadway. Each of the proposed new residential driveways has a required width between 10 feet and 30 feet,meeting the requirements established by the City of Tigard for driveways serving single-family homes per code section 15.10.020(5) and Table 18.920.1. Since the driveways are located on local residential streets, backing into the roadway (along with potential brief delays to through traffic during maneuvering) is expected and is acceptable. STOPPING SIGHT DISTANCE In accordance with the methods described in A Policy on Geometric Design of Highways and Streets, 7th Edition,published by the American Association of State Highway and Transportation Officials (AASHTO),intersection sight distance was measured from a position 14.5 feet behind the edge of the roadway at an elevation 3.5 feet above the proposed driveway surface to an oncoming driver's eye position 3.5 feet above the surface of the oncoming driver's lane. Upon development of the project site, the required frontage improvements along SW Inez Street will necessitate removal of some existing trees, shrubs, and structures near the roadway where new curbs, sidewalks,and planter strips will be constructed.Although street trees will be added within the planter strips along the site frontage on the east side of the roadway, street trees typically are trimmed to provide clear sight lines below the low branches and therefore do not occlude the view of oncoming vehicles. Vehicles approaching the site access driveways from the west will be turning from SW 103rd Avenue. Turning speeds at 90-degree intersections with two lanes on each intersecting roadway generally have 85th 1;ikl L J 14480 and 14530 SW 103rd Avenue Analysis September 18, 2025 Page 5 of 7 percentile speeds of 19 mph or less for left turns and 15 mph or less for right turns. The minimum required stopping sight distance for safety based on an approach speed of 15 mph (i.e., for vehicles approaching northbound on SW 103rd Avenue and turning right onto SW Inez Street) is 80 feet, while the minimum required stopping sight distance for safety based on an approach speed of 19 mph(i.e.vehicles approaching southbound on SW 103rd Avenue and turning left onto SW Inez Street)is 105 feet. Most of the proposed site access driveways on the north and south sides of SW Inez Street will be more than 105 feet from the near edge of SW 103rd Avenue. Accordingly, the straight-line distance along the roadway is sufficient to provide adequate sight distance for safe operation. However, the two closest driveways on the north and south sides of SW Inez Street are centered less than 105 feet from SW 103rd Avenue. Therefore,more detailed sight distance analysis is appropriate for these driveways. Lot 1 within the site at 14480 SW 103rd Avenue has a driveway centered approximately 70 feet east of the east side of SW 103rd Avenue. From a position 15 feet behind the edge of the roadway, the available intersection sight distance was measured to be 144 feet for vehicles approaching southbound on SW 103rd Avenue and 150 feet for vehicles approaching northbound on SW 103rd Avenue. Accordingly, adequate sight distances for safe operation are available to the west. Lot 1 within the site at 14530 SW 103rd Avenue has a driveway centered approximately 53 feet east of the east side of SW 103rd Avenue. From a position 15 feet behind the edge of the roadway, the available intersection sight distance was measured to be 150 feet for vehicles approaching southbound on SW 103rd Avenue and 100 feet for vehicles approaching northbound on SW 103rd Avenue. Since the available sight lines are more than the minimums required for the respective approach speeds,adequate sight distances for safe operation are again available to the west. Each of the proposed driveways on SW Inez Street is projected to have more than 500 feet of intersection sight distance to the east. Accordingly, sight lines to the east are also adequate for safe operation of all the proposed driveways on SW Inez Street. For the proposed site access driveway on SW 103rd Avenue, a design speed of 25 mph yields a minimum required stopping sight distance of 155 feet. The east side of the roadway is currently obstructed by vegetation which will be removed as part of the proposed subdivision.Accordingly,direct measurement of sight lines is not currently possible. However, sight lines to the north will exceed 155 feet with clearing of vegetation from the site frontage as part of the project's frontage improvements. Sight lines to the south should also be cleared such that a minimum of 155 feet of intersection sight distance is available from a position 15 feet behind with east edge of SW 103rd Avenue within the proposed driveway. Since the fence line on the property to the south is set back approximately 15 feet behind the east edge of the roadway, it appears to be feasible to provide the required sight lines to the south with clearing of vegetation from within the public right of way. 1;ikl L J 14480 and 14530 SW 103rd Avenue Analysis September 18, 2025 Page 6 of 7 Since the proposed driveway on SW 103rd Avenue is near a public intersection, some consideration should also be given to the appropriate lateral alignment of the driveway. Ideally, driveways should not be located within areas at the edge of intersections where crosswalks would normally be expected. Placing driveways outside the alignment of pedestrian crossings promotes an orderly pedestrian environment and avoids potential future confusion if crosswalk markings are provided in the future. Additionally, for driveways near T-intersections it is usually preferably to align the driveway directly opposite the public street stem(i.e.,directly opposite W Canterbury Lane in this instance). It is therefore recommended that the proposed driveway for Lot 5 on SW 103rd Avenue be located directly opposite SW Canterbury Lane. This recommended driveway alignment will also ensure that approaching vehicles are mutually visible from all four approach directions to promote safety. CONNECTIVITY FOR PEOPLE WALKING AND BIKING In addition to examination of site access and circulation for motor vehicles, City of Tigard staff requested an examination of safe, continuous routes between the proposed development and the nearby East Butte Heritage Park/Trail facilities. East Butte Heritage Park is located on the west side of SW 103rd Avenue immediately south of SW Canterbury Lane. The subject property has frontage along the east side of SW 103rd Avenue which extends from SW Inez Street to immediately south of SW Canterbury Lane. Since the site frontage includes the full width of the intersection of SW 103rd Avenue at SW Canterbury Lane,it is appropriate to provide pedestrian ramps at the intersection in conjunction with the sidewalk along the site frontage.With these ramps in place, continuous accessible sidewalks will be available connecting the proposed development to the existing pedestrian ramps on the west side of SW 103rd Avenue at East Butte Heritage Park. While a marked pedestrian crossing could be provided at the intersection of SW 103rd Avenue and SW Canterbury Lane, it should be noted that providing marked crosswalks increases the confidence of pedestrians crossing the roadway in front of oncoming traffic.Under Oregon law,unmarked crosswalks are subject to the same legal requirement that oncoming traffic come to a stop to allow pedestrians to cross, so an unmarked crosswalk enjoys the same legal status as a marked crosswalk, but without encouraging potentially dangerous behaviors. Where pedestrian crossing volumes are high and conflicts are routinely expected, it is appropriate to provide crosswalk markings.But where conflicts are unusual and drivers may be less likely to look vigilantly for conflicts, safety is often better served by having pedestrians wait at the side of the roadway until either there are no cars coming or the oncoming vehicles have come to a stop prior to beginning to cross the roadway. 14480 and 14530 SW 103rd Avenue Analysis September 18, 2025 Page 7 of 7 CONCLUSIONS Based on the detailed analysis,both proposed residential developments will have a minimal impact on traffic volumes in the site vicinity. The site traffic volumes will not exceed the thresholds that trigger the need for a full traffic impact study per City of Tigard requirements even when considered collectively, and no other factors that could trigger the need for more detailed analysis are apparent based on the site plan or proposed development location. All of the proposed site access driveways on SW Inez Street will have adequate sight lines to allow for safe operation,though as is typical for residential driveways on local streets,vehicles backing into the roadway will occasionally cause brief delays to through traffic as they slow or stop to avoid conflicts at the respective driveway locations. Similarly,the proposed driveway on SW 103rd Avenue will have adequate sight lines to the north and south to allow for safe operation. It is recommended that the driveway on SW 103rd Avenue be located directly opposite SW Canterbury Lane(i.e., south of the north side crosswalk and north of the south side crosswalk) so that pedestrian crossing movements are not complicated by the presence of the driveway. This recommended driveway alignment will also ensure that approaching vehicles are mutually visible from all approach directions to promote safety. With construction of frontage improvements including pedestrian ramps on SW 103rd Avenue opposite SW Canterbury Lane, a safe,continuous walking route will also be available between the proposed development and the nearby East Butte Heritage Park and Trail facilities. If you have any questions regarding this analysis,please feel free to contact me via email at mike.ard@gmail.com or via phone at 503-862-6960. -\`-\` N FFss/o /V ��54983PE F� */CUZ Y 10, 2��P�0 yAEL1• RENEWS: 12/31/2025 Appendix Trip r Generation Calculation Worksheet k1 Land Use Description: Single-Family Detached Housing ITE Land Use Code: 210 Independent Variable: Dwelling Units Quantity: 3 Dwelling Units Setting: General Urban/Suburban and Rural Summary of ITE Trip Generation Data AM Peak Hour of Adjacent Street Traffic Trip Rate: 0.70 trips per dwelling unit Directional Distribution: 26% Entering 74% Exiting PM Peak Hour of Adjacent Street Traffic Trip Rate: 0.94 trips per dwelling unit Directional Distribution: 63% Entering 37% Exiting Total Weekday Traffic Trip Rate: 9.43 trips per dwelling unit Directional Distribution: 50% Entering 50% Exiting Site Trip Generation Calculations 3 Dwelling Units Entering Exiting Total AM Peak Hour 1 1 2 PM Peak Hour 2 1 3 Weekday 14 14 28 Data Source: Trip Generation Manual, 11th Edition, Institute of Transportation Engineers, 2021 Trip r Generation Calculation Worksheet k1 Land Use Description: Single-Family Detached Housing ITE Land Use Code: 210 Independent Variable: Dwelling Units Quantity: 4 Dwelling Units Setting: General Urban/Suburban and Rural Summary of ITE Trip Generation Data AM Peak Hour of Adjacent Street Traffic Trip Rate: 0.70 trips per dwelling unit Directional Distribution: 26% Entering 74% Exiting PM Peak Hour of Adjacent Street Traffic Trip Rate: 0.94 trips per dwelling unit Directional Distribution: 63% Entering 37% Exiting Total Weekday Traffic Trip Rate: 9.43 trips per dwelling unit Directional Distribution: 50% Entering 50% Exiting Site Trip Generation Calculations 4 Dwelling Units Entering Exiting Total AM Peak Hour 1 2 3 PM Peak Hour 3 1 4 Weekday 19 19 38 Data Source: Trip Generation Manual, 11th Edition, Institute of Transportation Engineers, 2021 EXHIBIT P GEOTECHNICAL REPORT mac'- HARDMAN 10110 SW Nimbus Avenue, Suite B-5 GEOTECHNICAL SERVICES INC. Portland, Oregon 97223 Practical,Cost-Effective HGSlgeotech.com Engineering Solutions 503.530.8076 September 8,2025 HGSI Project No. 24-3188 Nick Daniken Greenwing Companies 16869 SW 65th Ave., Suite 115 Lake Oswego, OR 97035 0: (503)473-8870 C: (541) 778-9333 E: nick@greenwingpdx.com Copy, Chris Deslauriers, TM Rippey Subject: GEOTECHNICAL ENGINEERING REPORT&INFILTRATION TESTING INEZ AND 103R°SUBDIVISION 14530 AND 14480 SW 103R°AVENUE TIGARD,OREGON This report presents the results of a geotechnical engineering study conducted by Hardman Geotechnical Services Inc. (HGSI) for the proposed residential development at 14530 and 14480 SW 103'Avenue in Tigard, Oregon(Figure 1). The purpose of this study was to evaluate subsurface conditions at the site and to provide geotechnical recommendations for site development. This geotechnical study was performed in accordance with HGSI Proposal No. 23-642,dated January 18, 2024 and additional scope outlined in our short form agreement dated September 3,2025,and subsequent authorization of our proposal and General Conditions for Geotechnical Services. SITE DESCRIPTION AND PROPOSED DEVELOPMENT Available information indicates the site is comprised of two rectangularly shaped parcels totaling approximately 1.6 acres in size. The northern property with address 14480 SW 103'Avenue is Tax Lot 2S111BC00900. It is currently a paved parking lot with a few curbed islands of landscaping and street lighting. Vegetation is limited to the perimeter of the project. Topography on site is mostly flat with a slight grade towards the east. The southern property with address 14530 SW 103'Avenue is Tax Lot 2S111BCO2300. It is currently occupied by a single-family home reportedly built in 1915. There is also detached carport, garage and other buildings on the property.Vegetation consists of landscape grass,bushes, and trees. Topography in this area is generally flat to gently sloping downward to the southeast with the steepest grades in the middle portion of the property. Preliminary review of geologic mapping indicates the site is underlain by Columbia River Basalts,which commonly have a variable thickness layer of fine-grained Missoula Flood Deposits overlying. Regional mapping indicates seasonal high groundwater table at about 160 to 170 feet below ground surface. September 8, 2025 HGSI Project No. 24-3188 Plans provided by the client have been created by T.M. Rippey Consulting Engineers. It is our understanding that the plans are still preliminary,but the bulk of the design work is complete. The proposed development consists of the subdivision of the northern lot into three separate properties, and the southern lot into five separate properties. Structures will be single-family residences not exceeding two stories in height. It is our understanding that conventional construction methods are intended, and the structures will be founded on spread footings with no below grade floors anticipated. As part of the development,we understand that some grading will be required as well as utility tie-ins on both 103rd and Inez. Some improvements in the public right of way are anticipated,however at this point,no major improvements are proposed. REGIONAL GEOLOGY AND SEISMIC SETTING The subject site lies within the Portland Basin, a broad structural depression between the Coast Range on the west and the Cascade Range on the east. Situated within a northwest-southwest trending structural basin produced by broad regional down warping of the area,the Portland Basin is approximately 20 miles wide and 45 miles long and is filled with consolidated and unconsolidated sedimentary rocks of late Miocene,Pliocene, and Pleistocene age. Geologic maps indicate the subject site is underlain by Quaternary age (last 1.6 million years)Fine-grained facies of the Missoula Flood Deposits; clay, silt, and sand deposits that mantle older deposits of basalt bedrock, within lowland areas in the Portland region(Madin,2004). The fine-grained facies generally consist of massive sand, silt, and clay deposits following repeated catastrophic flooding events in the Willamette Valley, the last of which occurred about 10,000 years ago.Regionally,the total thickness of fine-grained facies ranges from 6 feet to greater than 100 feet. Underlying the channel facies,regional geologic mapping indicates the subject site is most likely underlain by the various basalt flow units composing the Columbia River Basalt Group. These basalt flows consist of tholeiitic lava flows erupted from a series of long linear fissure systems during the middle Miocene epoch of the Tertiary era(around 17 Ma to 6 Ma)from western Idaho, eastern Washington,and northeastern Oregon (Madin,2004). The total thickness of the basalt flows ranges from greater than 600 feet near vents to less than 50 feet on the outer margins. At least three major seismic source zones capable of generating damaging earthquakes are known to exist in the region. These include the Portland Hills Fault Zone, Gales Creek-Newberg-Mt. Angel Structural Zone, and the Cascadia Subduction Zone. These potential earthquake source zones are included in the determination of seismic design values for structures, as presented in the Seismic Design section. FIELD EXPLORATION Exploratory Test Pit and Hand Au2er Excavations The site-specific exploration for this study consisted of six test pit excavations. On January 31, 2024, six test pits were excavated with a small track mounted excavator. These test pits, designated TP-1 through TP-6, were dug to a maximum depth of approximately 10 feet below ground surface(bgs) at the approximate locations shown on Figure 2. It should be noted that exploration locations were determined in the field by pacing or taping distances from apparent property corners and other site features. As such,the locations of the explorations should be considered approximate. Additionally, on September 5,2025,HGSI performed hand auger borings in the available areas of the northern parcel. Exploration methods and locations were limited due to the need to limit disturbance in the area, and to maintain the pavement intact. 24-3188-14530 SW 103rd Ave GR Inf Pvmt 2 HARDMAN GEOTECHNICAL SERVICES INC. September 8, 2025 HGSI Project No. 24-3188 Explorations were conducted under the full-time observation of HGSI personnel. Soil samples were classified in the field and representative portions were placed in relatively air-tight plastic bags. These soil samples were then returned to the laboratory for further examination and laboratory testing. Pertinent information including soil sample depths, stratigraphy, soil engineering characteristics, and groundwater occurrence was recorded. Soils were classified in general accordance with the Unified Soil Classification System. Test pit logs are attached. The stratigraphic contacts shown on the individual logs represent the approximate boundaries between soil types. The actual transitions may be more gradual. The soil and groundwater conditions depicted are only for the specific dates and locations reported, and therefore, are not necessarily representative of other locations and times. Infiltration Testing On January 31,2024 HGSI performed falling head infiltration tests using the open-hole method in test pit locations shown in Table 1. The infiltration testing was performed by measuring the water level at ten-second intervals using HOBOTM data loggers,which measures water pressure corrected for temperature and barometric pressure. See attached HOBOTM water level data logger plot. The infiltration rate was determined based on the slope of the water depth line near the end of the test. Table 1 presents the results of the falling head infiltration tests. Table 1. Summary of Infiltration Test Results Hydraulic Head Test Pit Depth Infiltration Soil Type Range during (feet) Rate(in/hr) Testing(feet) TP-2 10 Silty Clay(CL) 7.74* 1.89— 1.46 TP-3 5 Silty Clay(CL) 0.36 2.13—2.1 TP-5 10 Silty Clay(CL) 0.72 2.61—2.57 *Value not representative of Silty Clay Soils. Test result likely impacted by local fissures, rodent burrows, or other discontinuities Subgrade Soil Evaluation—DCP Testing On January 31,2024 HGSI conducted four Dynamic Cone Penetrometer(DCP)tests to determine the strength parameters of the in-situ soil for support of pavement. Tests were performed at the approximate locations shown in Figure 2. Test equipment and methodology were in general accordance with ASTM Test Method D6951/D6951M—09,Standard Test Method for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applications. Correlated California Bearing Ratio(CBR)values at the test locations are summarized on Table 2, for the depth intervals indicated. Correlated CBR values were determined using ASTM D6951/D6951M-09. The DCP test results and interpretation are attached, immediately following the test pit logs. 24-3188-14530 SW 103rd Ave GR Inf Pvmt 3 HARDMAN GEOTECHNICAL SERVICES INC. September 8, 2025 HGSI Project No. 24-3188 Table 2. DCP Field Test Results and Correlated CBR Values Depth Average Test Penetration Correlated Designation Test Location Material Tested Interval Per Blow CBR (feet) (mm) DCP-1 See Figure 2 Silty Clay(CL) 0.07—2.4 34.9 2.5 DCP-2 See Figure 2 Silty Clay(CL) 0.15—2.38 40.3 2 DCP-3 See Figure 2 Silty Clay(CL) 0.21—2.41 32 3 LABORATORY TESTING To evaluate the plasticity characteristics of on-site soils,we performed Atterberg Limits Testing in general accordance with test method ASTM D4318 which are shown on the individual test pit logs. Moisture content determinations were also made,measured as the weight of water divided by the weight of dry soil, expressed as a percentage. Results of the moisture content testing,performed in general accordance with ASTM D2216, are also presented in the test pit logs. Table 3. Atterberg Limits and Moisture Content Test Results Sample Moisture Liquid Plastic Test Pit Depth Content Limit Limit Plasticity USCS Soil (Feet) (%) (%) (%) Index(%) Classification TP-2 10 28.3 42 21 21 Silty Clay(CL) TP-3 5 32.4 44 20 24 Silty Clay(CL) TP-4 8 27.5 44 22 22 Silty Clay(CL) SUBSURFACE CONDITIONS The following discussion is a summary of subsurface conditions encountered in our explorations. For more detailed information regarding subsurface conditions at specific exploration locations,refer to the attached exploration logs. Also,please note that subsurface conditions can vary between exploration locations,as discussed in the Uncertainty and Limitations section below. Soil On-site soils are anticipated to consist of topsoil,undocumented fill and native soils which were interpreted as part of the Missoula Flood Deposits, as described below. Topsoil—At the surface of all test pits,material consisted of soft, dark brown topsoil. This layer was organic with roots and grass and extended to a depth of approximately 1 to 2 feet bgs. Undocumented Fill—Undocumented fill was encountered in TP-2, TP-3, TP-4, and TP-6, extending to depths of 8,2, 7.5 and 4 feet bgs respectively. Fill found in TP-2 and TP-4 consisted of soft jumbled clay intermixed with asphalt and concrete fragments. Medium to large roots and small gravel bits were also encountered in the fill layers. In TP-3 and TP-6, fill material was due to old 24-3188-14530 SW 103rd Ave GR Inf Pvmt 4 HARDMAN GEOTECHNICAL SERVICES INC. September 8,2025 HGSI Project No. 24-3188 drain tiles/pipes. The material consisted of soft silty clays that were slightly organic and extended to depths of 2 to 4 feet bgs. Missoula Flood Deposits—Underlying the undocumented fill or topsoil layers in all test pits,we encountered native soil interpreted as part of the Missoula Flood Deposits. This unit of soil was generally comprised of medium stiff,brown to gray silty clays. These deposits were slightly micaceous and displayed slight black mottling at certain depths. All test pits were terminated in this silty clay layer at depths of 5 to 10 feet bgs. Groundwater During the field exploration, groundwater seepage was encountered in TP-1 at a depth of approximately 9.5 feet bgs. Regional mapping(Snyder,2008)indicated regional groundwater level at 160 to 170 feet bgs. Perched groundwater conditions often occur over fine-grained native deposits,particularly during the wet season. It is anticipated that groundwater conditions will vary depending on the season, local subsurface conditions,changes in site utilization,and other factors. The groundwater conditions reported above are for the specific date and locations indicated, and therefore may not necessarily be indicative of other times and/or locations. CONCLUSIONS AND RECOMMENDATIONS Results of this study indicate that the proposed development is geotechnically feasible,provided that the recommendations of this report are incorporated into the design and construction phases of the project. Recommendations are presented below regarding site preparation and undocumented fill removal, engineered fill,wet weather earthwork, structural foundations,below-grade structural retaining walls, concrete slabs on grade,perimeter footing drains, seismic design, excavating conditions and utility trench backfill, stormwater infiltration systems,pavement section, and erosion control considerations. Site Preparation and Undocumented Fill Removal The areas of the site to be graded should first be carefully cleared of vegetation and any loose debris in the immediate vicinity of the planned structure; and debris from clearing should be removed from the site. Organic-rich topsoil should then be removed to competent native soils. The final depth of stripping removal may vary depending on local subsurface conditions and the contractor's methods and should be determined on the basis of site observations after the initial stripping has been performed. Stripped organic soil should be stockpiled only in designated areas or removed from the site and stripping operations should be observed and documented by HGSI. Any existing subsurface structures(tile drains, old utility lines, septic drain fields,etc.)beneath areas of proposed structures and pavement should be removed and the excavations backfilled with engineered fill. Undocumented fill was encountered in TP-2, TP-3, TP-4, and TP-6, extending to depths of 8, 2, 7.5 and 4 feet bgs respectively. Inorganic portions of the undocumented fill may be re-used as engineered fill during dry weather conditions. The on-site fill soils are likely to be unsuitable for use as engineered fill as well. Where encountered beneath proposed structures,pavements,or other settlement-sensitive improvements, undocumented fill should be removed down to firm inorganic native soils and the removal area backfilled with engineered fill(see below). HGSI should observe removal excavations(if any)prior to fill placement to verify that over excavations are adequate and an appropriate bearing stratum is exposed. In construction areas,once stripping has been verified,the area should be ripped or tilled to a depth of 12 inches,moisture conditioned, and compacted in-place prior to the placement of engineered fill. Exposed subgrade soils should be evaluated by HGSI. For large areas,this evaluation is normally performed by proof-rolling the exposed subgrade with a fully loaded scraper or dump truck. For smaller areas where access is restricted,the subgrade should be evaluated by probing the soil with a steel probe. Soft/loose soils 24-3188-14530 SW 103rd Ave GR Inf Pvmt 5 HARDMAN GEOTECHNICAL SERVICES INC. September 8, 2025 HGSI Project No. 24-3188 identified during subgrade preparation should be compacted to a firm and unyielding condition or over- excavated and replaced with engineered fill,as described below. The depth of overexcavation, if required, should be evaluated by HGSI at the time of construction. Engineered Fill In general,we anticipate that on-site fill soils would not be suitable for use as engineered fill without substantial screening and moisture conditioning,which would only be feasible in dry weather conditions. Imported fill material must be approved by the geotechnical engineer prior to being imported to the site. Oversize material greater than 6 inches in size should not be used within 3 feet of foundation footings, and material greater than 12 inches in diameter should not be used in engineered fill. Engineered fill, including crushed rock placed within the building pad overexcavation zones, should be compacted in horizontal lifts not exceeding 8 inches using conventional compaction equipment. We recommend that engineered fill be compacted to at least 90 percent of the maximum dry density determined by ASTM D1557(Modified Proctor)or equivalent. On-site soils may be wet or dry of optimum;therefore, we anticipate that moisture conditioning of native soil will be necessary for compaction operations. Proper test frequency and earthwork documentation usually requires daily observation and testing during stripping,rough grading, and placement of engineered fill. Field density testing should conform to ASTM D2922 and D3017, or D1556. Engineered fill should be periodically observed and tested by HGSI. Typically, one density test is performed for at least every 2 vertical feet of fill placed or every 500 yd3, whichever requires more testing. Wet Weather Earthwork The on-site soils are moisture sensitive and may be difficult to handle or traverse with construction equipment during periods of wet weather. Earthwork is typically most economical when performed under dry weather conditions. Earthwork performed during the wet-weather season will probably require expensive measures such as cement treatment or imported granular material to compact fill to the recommended engineering specifications. If earthwork is to be performed or fill is to be placed in wet weather or under wet conditions when soil moisture content is difficult to control,the following recommendations should be incorporated into the contract specifications. • Earthwork should be performed in small areas to minimize exposure to wet weather. Excavation or the removal of unsuitable soils should be followed promptly by the placement and compaction of clean engineered fill. The size and type of construction equipment used may have to be limited to prevent soil disturbance. Under some circumstances, it may be necessary to excavate soils with a backhoe to minimize subgrade disturbance caused by equipment traffic; • The ground surface within the construction area should be graded to promote run-off of surface water and to prevent the ponding of water; • Material used as engineered fill should consist of clean,granular soil containing less than about 7 percent fines. The fines should be non-plastic. Alternatively,cement treatment of on-site soils may be performed to facilitate wet weather placement; • The ground surface within the construction area should be sealed by a smooth drum vibratory roller, or equivalent,and under no circumstances should be left uncompacted and exposed to moisture. Soils which become too wet for compaction should be removed and replaced with clean granular materials; • Excavation and placement of fill should be observed by the geotechnical engineer to verify that all unsuitable materials are removed and suitable compaction and site drainage is achieved; and 24-3188-14530 SW 103rd Ave GR Inf Pvmt 6 HARDMAN GEOTECHNICAL SERVICES INC. September 8,2025 HGSI Project No. 24-3188 • Bales of straw and/or geotextile silt fences should be strategically located to control erosion. If cement or lime treatment is used to facilitate wet weather construction,HGSI should be contacted to provide additional recommendations and field monitoring. Spread Footing Foundations Shallow, conventional isolated or continuous spread footings may be used to support the proposed structures, provided they are founded on competent native soils,or compacted engineered fill placed directly upon the competent native soils. We recommend a maximum allowable bearing pressure of 2,000 pounds per square foot(psf)for designing spread footings bearing on medium stiff native soils or engineered fill. The recommended maximum allowable bearing pressure may be increased by a factor of 1.33 for short term transient conditions such as wind and seismic loading. Exterior footings should be founded at least 18 inches below the lowest adjacent finished grade. Minimum footing widths and depths should be determined by the project engineer/architect in accordance with applicable design codes. Assuming construction is accomplished as recommended herein, and for the foundation loads anticipated,we estimate total settlement of spread foundations of less than about 1 inch and differential settlement between two adjacent load-bearing components supported on competent soil of less than about '/2 inch.We anticipate that the majority of the estimated settlement will occur during construction, as loads are applied. Wind,earthquakes, and unbalanced earth loads will subject the proposed structure to lateral forces. Lateral forces on a structure will be resisted by a combination of sliding resistance of its base or footing on the underlying soil and passive earth pressure against the buried portions of the structure.For use in design, a coefficient of friction of 0.5 may be assumed along the interface between the base of the footing and subgrade soils. Passive earth pressure for buried portions of structures may be calculated using an equivalent fluid weight of 390 pounds per cubic foot(pcf), assuming footings are cast against dense,natural soils or engineered fill. The recommended coefficient of friction and passive earth pressure values do not include a safety factor. The upper 12 inches of soil should be neglected in passive pressure computations unless it is protected by pavement or slabs on grade. Footing excavations should be trimmed neat, and the bottom of the excavation should be carefully prepared. Loose,wet or otherwise softened soil should be removed from the footing excavation prior to placing reinforcing steel bars. HGSI should observe foundation excavations prior to placing crushed rock,to verify that adequate bearing soils have been reached. Due to the high moisture sensitivity of on-site soils, construction during wet weather may require overexcavation of footings and backfill with compacted, crushed aggregate. Below-Grade Structural Retaining Walls Foundations for below-grade concrete walls may be designed using the same allowable soil bearing pressure and seismic increase as recommended in the previous report section. Lateral earth pressures against below-grade retaining walls will depend upon the inclination of any adjacent slopes,type of backfill, degree of wall restraint,method of backfill placement, degree of backfill compaction, drainage provisions, and magnitude and location of any adjacent surcharge loads.At-rest soil pressure is exerted on a retaining wall when it is restrained against rotation. In contrast, active soil pressure will be exerted on a wall if its top is allowed to rotate or yield a distance of roughly 0.001 times its height or greater. If the subject retaining walls will be free to rotate at the top,they should be designed for an active earth pressure equivalent to that generated by a fluid weighing 35 pcf for level backfill against the wall. For restrained walls,an at-reset equivalent fluid pressure of 54 pcf should be used in design, again assuming 24-3188-14530 SW 103rd Ave GR Inf Pvmt 7 HARDMAN GEOTECHNICAL SERVICES INC. September 8, 2025 HGSI Project No. 24-3188 level backfill against the wall. These values assume that the recommended drainage provisions are incorporated, and hydrostatic pressures are not allowed to develop against the wall. During a seismic event,lateral earth pressures acting on below-grade structural walls will increase by an incremental amount that corresponds to the earthquake loading.Based on the Mononobe-Okabe equation and peak horizontal accelerations appropriate for the site location, seismic loading should be modeled using the active or at-rest earth pressures recommended above,plus an incremental rectangular-shaped seismic load of magnitude 7H,where H is the total height of the wall. We assume relatively level ground surface below the base of the walls.As such,we recommend passive earth pressure of 390 pcf for use in design,assuming wall footings are cast against competent native soils or engineered fill. If the ground surface slopes down and away from the base of any of the walls,a lower passive earth pressure should be used and HGSI should be contacted for additional recommendations. A coefficient of friction of 0.5 may be assumed along the interface between the base of the wall footing and subgrade soils. The recommended coefficient of friction and passive earth pressure values do not include a safety factor, and an appropriate safety factor should be included in the design. The upper 12 inches of soil should be neglected in passive pressure computations unless it is protected by pavement or slabs on grade. The above recommendations for lateral earth pressures assume that the backfill behind the subsurface walls will consist of properly compacted structural fill, and no adjacent surcharge loading. If the walls are subjected to the influence of surcharge loading within a horizontal distance equal to or less than the height of the wall,the walls should be designed for the additional horizontal pressure.For uniform surcharge pressures, a uniformly distributed lateral pressure of 0.3 times the surcharge pressure should be added. The recommended equivalent fluid densities assume a free-draining condition behind the walls so that hydrostatic pressures do not build up. This can be accomplished by placing a 12-inch-wide zone of crushed drain rock containing less than 3 percent fines against the walls.A 3-inch minimum diameter perforated, plastic drain pipe should be installed at the base of the walls and connected to a sump to remove water from the crushed drain rock zone. The drain pipe should be wrapped in filter fabric (Mirafi 140N or other as approved by the geotechnical engineer)to minimize clogging. The above drainage measures are intended to remove water from behind the wall to prevent hydrostatic pressures from building up. Additional drainage measures may be specified by the project architect or structural engineer,for damp-proofing or other reasons. HGSI should be contacted during construction to verify subgrade strength in wall keyway excavations,to verify that backslope soils are in accordance with our assumptions, and to take density tests on the wall backfill materials. Concrete Slabs-on-Grade Preparation of areas beneath concrete slab-on-grade floors should be performed as recommended in the Site Preparation section. Care should be taken during excavation for foundations and floor slabs,to avoid disturbing subgrade soils. If subgrade soils have been adversely impacted by wet weather or otherwise disturbed,the surficial soils should be scarified to a minimum depth of 8 inches,moisture conditioned to within about 3 percent of optimum moisture content and compacted to engineered fill specifications. Alternatively,disturbed soil may be removed, and the removal zone backfilled with additional crushed rock. For evaluation of the concrete slab-on-grade floors using the beam on elastic foundation method, a modulus of subgrade reaction of 200 kcf(115 pci) should be assumed for the soils anticipated at subgrade depth. This value assumes the concrete slab system is designed and constructed as recommended herein,with a minimum thickness of crushed rock of 12 inches beneath the slab. Interior slab-on-grade floors should be provided with an adequate moisture break. The capillary break material should consist of ODOT open graded aggregate per ODOT Standard Specifications 02630-2. The 24-3188-14530 SW 103rd Ave GR Inf Pvmt 8 HARDMAN GEOTECHNICAL SERVICES INC. September 8, 2025 HGSI Project No. 24-3188 minimum recommended thickness of capillary break materials on re-compacted soil subgrade is 8 inches. The total thickness of crushed aggregate will be dependent on the subgrade conditions at the time of construction and should be verified visually by proof-rolling.Under-slab aggregate should be compacted to at least 90%of its maximum dry density as determined by ASTM D 1557 or equivalent. In areas where moisture will be detrimental to floor coverings or equipment inside the proposed structure, appropriate vapor barrier and damp-proofing measures should be implemented.A commonly applied vapor barrier system consists of a 10-mil polyethylene vapor barrier placed directly over the capillary break material. Other damp/vapor barrier systems may also be feasible.Appropriate design professionals should be consulted regarding vapor barrier and damp proofing systems,ventilation,building material selection, radon, and mold prevention issues,which are outside HGSI's area of expertise. Perimeter Footing Drains Where used,perimeter footings should consist of 4-inch minimum diameter perforated PVC pipe embedded in a minimum of 1 ft3 per lineal foot of clean, crushed drain rock. The drain pipe and surrounding drain rock should be wrapped in non-woven geotextile(Mirafi 140N, or approved equivalent)to minimize the potential for clogging and/or ground loss due to piping. Water collected from the footing drains should be directed into the local storm drain system or other suitable outlet. A minimum 0.5 percent fall should be maintained throughout the drain and non-perforated pipe outlet. The footing drains should include clean-outs to allow periodic maintenance and inspection. Down spouts and roof drains should collect roof water in a system separate from the footing drains in order to reduce the potential for clogging. Roof drain water should be directed to an appropriate discharge point well away from structural foundations. Grades should be sloped downward and away from buildings to reduce the potential for ponded water near structures. Seismic Design Structures should be designed to resist earthquake loading in accordance with the methodology described in the current Oregon Residential Specialty Code(ORSC). We recommend Site Class D(Stiff Soils)be used for design per the ORSC,which references ASCE 7. Design values determined for the site using the ASCE 7-16 Hazard Tool are summarized on Table 4, for Risk Category II. Table 4. Recommended Earthquake Ground Motion Parameters(ASCE 7-16) Parameter Value Location(Lat, Long), degrees 45.4149, -122.7827 Mapped Spectral Acceleration Values (MCE, Site Class B): Short Period, Ss 0.85 g 1.0 Sec Period, Si 0.393 g Design Values for Site Class D(Stiff Soils): Peak Ground Acceleration PGAM 0.47 Fa 1.16 SDs=2/3 x Fa x Ss 0.657 g Seismic Design Category(2021 ORSC) Do Soil liquefaction is a phenomenon wherein saturated soil deposits temporarily lose strength and behave as a liquid in response to earthquake shaking. Soil liquefaction is generally limited to loose, granular soils 24-3188-14530 SW 103rd Ave GR Inf Pvmt 9 HARDMAN GEOTECHNICAL SERVICES INC. September 8, 2025 HGSI Project No. 24-3188 located below the water table. Material encountered was medium stiff to stiff silty clays with perched groundwater found in only one test pit. Therefore, soils under the project site are considered not susceptible to liquefaction during seasons of high ground water. It is our opinion that special design or construction measures are not required to mitigate the effects of liquefaction. Excavating Conditions and Utility Trench Backfill We anticipate that on-site soil can be excavated to depths of at least 10 feet using conventional heavy equipment such as trackhoes. Hard basalt or sedimentary bedrock was not encountered in any test pits. Maintenance of safe working conditions, including temporary excavation stability, is the responsibility of the contractor. Actual slope inclinations at the time of construction should be determined based on safety requirements and actual soil and groundwater conditions. All temporary cuts in excess of 4 feet in height should be sloped in accordance with U.S. Occupational Safety and Health Administration(OSHA) regulations(29 CFR Part 1926)or be shored. The existing native soils classify as Type B Soil and temporary excavation side slope inclinations as steep as 1H:1V may be assumed for planning purposes. This cut slope inclination is applicable to excavations above the water table only.Flatter temporary excavation slopes will be needed if groundwater is present,or if significant thicknesses of sandy soils are present in excavation sidewalls. Perched groundwater conditions often occur over fine-grained native deposits such as those beneath the site, particularly during the wet season. If encountered,the contractor should be prepared to implement an appropriate dewatering system for installation of the utilities. At this time,we anticipate that dewatering systems consisting of ditches, sumps and pumps would be adequate for control of groundwater where encountered during construction conducted during the dry season. Regardless of the dewatering system used,it should be installed and operated such that in-place soils are prevented from being removed along with the groundwater. Vibrations created by traffic and construction equipment may cause some caving and raveling of excavation walls. In such an event, lateral support for the excavation walls should be provided by the contractor to prevent loss of ground support and possible distress to existing or previously constructed structural improvements. Utility trench backfill should consist of 3/4"-0 crushed rock, compacted to at least 90% of the maximum dry density obtained by Modified Proctor(ASTM D1557)or equivalent. Initial backfill lift thickness for a 3/4"-0 crushed aggregate base may need to be as great as 4 feet to reduce the risk of flattening underlying flexible pipe. Subsequent lift thickness should not exceed 1 foot. If imported granular fill material is used,then the lifts for large vibrating plate-compaction equipment(e.g.,hoe compactor attachments)may be up to 2 feet, provided that proper compaction is being achieved and each lift is tested. Use of large vibrating compaction equipment should be carefully monitored near existing structures and improvements due to the potential for vibration-induced damage. Adequate density testing should be performed during construction to verify that the recommended relative compaction is achieved. Typically, one density test is taken for every 4 vertical feet of backfill on each 200- lineal-foot section of trench. Stormwater Infiltration Systems Based on results of the infiltration testing, soils exhibit low infiltration rates, as summarized in Table 2 of this report. The site soil is not favorable for use of dry wells. Shallow infiltration facilities such as planter boxes, swales, stormwater chambers or others may be designed using an ultimate infiltration rate of 0.54 inches/hour,the average of the two reliable infiltration test results obtained. The recommended value is considered ultimate and does not include a factor of safety. 24-3188-14530 SW 103rd Ave GR Inf Pvmt 10 HARDMAN GEOTECHNICAL SERVICES INC. September 8, 2025 HGSI Project No. 24-3188 The system designer should select an appropriate infiltration rate based on the depth and location of proposed facilities. The infiltration rates reported do not incorporate a factor of safety. For the design infiltration rate, the system designer should incorporate an appropriate factor of safety. A minimum factor of safety of 2 is required by many local agencies. HGSI should review the infiltration system design to confirm that appropriate infiltration rates are being used. It may be necessary to perform additional infiltration tests at specific location(s)and depth(s), in particular if any public facilities are planned. Infiltration test methods and procedures attempt to simulate the as-built conditions of the planned disposal system. However, due to natural variations in soil properties, actual infiltration rates may vary from the measured and/or recommended design rates. All systems should be constructed such that potential overflow is discharged in a controlled manner away from structures, and all systems should include an adequate factor of safety. Infiltration rates presented in this report should not be applied to inappropriate or complex hydrological models such as a closed basin without extensive further studies. Pavement Sections For on-site local residential streets,we recommended the following minimum pavement section for dry weather construction conditions. Table 5. Recommended Minimum Dry Weather Pavement Sections Material Layer Minimum Thickness (inches) Compaction Standard Streets 92% of Rice Density(top lift) Asphaltic Concrete (AC) 3 91%of Rice Density(lower lifts) AASHTO T-209 Crushed Aggregate Base 2 95%of Modified Proctor 3/4"-0 (leveling course) ASTM D1557 Crushed Aggregate Base 95%of Modified Proctor 11/2"-0 8 ASTM D1557 Recommended Subgrade 12 95%of Standard Proctor or approved native In new pavement areas,the native soil subgrade should be ripped or tilled to a minimum depth of 12 inches, moisture conditioned, and recompacted in-place to at least 95 percent of ASTM D698 (Standard Proctor)or equivalent. In order to verify subgrade strength,we recommend proof-rolling directly on subgrade with a loaded dump truck during dry weather and on top of base course in wet weather. Soft areas that pump,rut, or weave should be stabilized prior to paving. If pavement areas are to be constructed during wet weather, HGSI should review subgrade at the time of construction so that condition specific recommendations can be provided. Wet weather pavement construction is likely to require soil amendment or geotextile fabric and a 6-inch increase in base course thickness. During placement of pavement section materials,density testing should be performed to verify compliance with project specifications. Generally, one subgrade, one base course, and one AC compaction test is performed for every 100 to 200 linear feet of paving. 24-3188-14530 SW 103rd Ave GR Inf Pvmt 11 HARDMAN GEOTECHNICAL SERVICES INC. September 8, 2025 HGSI Project No. 24-3188 Erosion Control Considerations Based on our subsurface exploration we did not encounter soils considered particularly susceptible to erosion. Erosion during construction can be minimized by implementing the project erosion control plan, which should include judicious use of bio-bags, silt fences, or other appropriate technology. Where used, erosion control devices should be in place and remain in place throughout site preparation and construction. Erosion and sedimentation of exposed soils can also be minimized by quickly re-vegetating exposed areas of soil, and by staging construction such that large areas of the project site are not denuded and exposed at the same time. Areas of exposed soil requiring immediate and/or temporary protection against exposure should be covered with either mulch or erosion control netting/blankets. Areas of exposed soil requiring permanent stabilization should be seeded with an approved grass seed mixture, or hydroseeded with an approved seed- mulch-fertilizer mixture. UNCERTAINTIES AND LIMITATIONS We have prepared this report for the owner and his/her consultants for use in the design of this project only. This report should not be construed as a warranty of the subsurface conditions. Experience has shown that soil and groundwater conditions can vary significantly over small distances. Inconsistent conditions can occur between explorations that may not be detected by a geotechnical study. If, during future site operations, subsurface conditions are encountered which vary appreciably from those described herein, HGSI should be notified for review of the recommendations of this report, and revision of such if necessary. Sufficient geotechnical monitoring,testing and consultation should be provided during construction to confirm that the conditions encountered are consistent with those indicated by explorations. Recommendations for design changes will be provided should conditions revealed during construction differ from those anticipated,and to verify that the geotechnical aspects of construction comply with the contract plans and specifications. Within the limitations of scope, schedule and budget,HGSI executed these services in accordance with generally accepted professional principles and practices in the field of geotechnical engineering at the time the report was prepared. No warranty, expressed or implied, is made. The scope of our work did not include environmental assessments or evaluations regarding the presence or absence of wetlands or hazardous or toxic substances in the soil, surface water, or groundwater at this site. 0.0 We appreciate this opportunity to be of service. Sincerely, HARDMAN GEOTECHNICAL SERVICES INC. i Ashlyn Kashima,E.I.T. Chad S. Hardman,P.E. Engineering Staff Professional Engineer 24-3188-14530 SW 103rd Ave GR Inf Pvmt 12 HARDMAN GEOTECHNICAL SERVICES INC. September 8, 2025 HGSI Project No. 24-3188 Attachments: References Figure 1 —Vicinity Map Figure 2—Site Plan Test Pit and Hand Auger Logs(9 pages) Infiltration Test Results(3 pages) DCP Test Results(1 page) Atterberg Limits Test Results(1 page) ATC Seismic Hazard Tool Output(1 page) OO&- &. &-®tb-®rbe®tb-®tb.®rb-®rbe®rbe®tb.®rbe®rbe®tb.®tb.Os&. &. &. &. &. &. &. REFERENCES Madin, I.P.,2004, Geologic map of the Greater Portland Urban Area,Portland, Oregon, Oregon Department of Geology and Mineral Industries Open File Report 0-04-02, scale 1:24,000 Snyder,D.T.,2008, Estimated Depth to Ground Water and Configuration of the Water Table in the Portland, Oregon Area: U.S. Geological Survey Scientific Investigations Report 2008-5059,41 p., 3 plates. 24-3188-14530 SW 103rd Ave GR Inf Pvmt 13 HARDMAN GEOTECHNICAL SERVICES INC. HARDMAN 1010 GEOTECHNICAL SERVICES INC. 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IL\ 16 iiirei PummIrAltran'sg: ve--A4r l'4'",,----. -v.- .0 ..•__ _ ...da t: .- -;:-. - % 07-00.--_ ,,„ - , If __ _/: , _ ._ . 0 .,„0, .1 T�. tl �S1f, ,44117 I� 11116r- ,4 � n-' ALAI' / ;1:24,000 TAti sz Project: 14530 SW 103rd Avenue Project No. 24-3188 FIGURE 1 Tigard, Oregon HARDMAN GEOTECHNICAL 10 : SERVICES INC. SITE MAP Practical,Cost-Effective op•" Engineerirg Solutions i - Site Map Provided by PortlandMaps liI•` Site Plan Provided by TM Rippey Is i1 II— -- — _E HA-3,_ It I. I I �. '� ?, 'I it2(\ I Ill ~ �" c 0 " c I I HA-2 ` I IA r 1 I - HA-1 nor z I I III sAr "1 1 ,r ' f ,1 I 1 ' + 2.962■.f. A921 al.. a 'I II re i I I I I I I I I ■■ I I I i • •. 1 I 1 2 r 1 I , ii II #I III I il 1 .46 I ik .. "- - 7. ' - —— r '� 111 I 1 , I-�'Nom •.. •••o. ■■e off. • - € .� . z'I I I •iiiiiiii iallii►liiiiiiiIIIII, lfnigliiiii11011Uli • - -- �„ I I .fir, _ ~ • I 1 I . Lill .craw a.—nv 1 lnr_p�_ S'�f t1: s•TR6KI"T. . ;ff-Fi 4 . OMB te..11111q..11,11.11,4valin§F:io.'..-_-. . umnissammau'rarg I.. C I ♦,.,'ru ^:'..•�_7 -.•.•......:w��■au=io �aTt �_—]=ice.: 1191 - �' •�- = -mil 3 4w .+ ' 1 .. • r -- •• I 1— — —- .r —�-- - —- - I -y ' • � ,v 1 r �1 � TP-5',. -416: � ' ' ' I I ' �` -• . 1 L iç -F DCP-3 11 I I 1 ,411 trill 4:. 0P-3 i i ,•! 1 I • �` N. wils•No DCP-2,.r t : ; i % , TP-2 , .I .1i»* , iI '-![ I - T DCP-1 yjli'■ -•'I i I 1 _ r if ) . A 1 *glgt _'le 4 7. ��. - - - - __-_ ` .anti, wit_ _2S�yJ---4 C— - - r,� �61 J�'Y Legend TP-X DCP-X Dynamic Cone Penetrometer HA-X Test Pit Location (DCP) Locations Hand Auger Locations Project: 14530 SW 103rd Avenue I Project No. 24-3188 FIGURE 2 Tigard, Oregon TEST PIT LOG Project: 14530 SW 103rd Avenue Tigard, Oregon Project No. 24-3188 Test Pit No.: TP-1 E. Eo E� °� Na) a_ coo�, o Material Description cn— cin g a o a — Slightly moist, soft, dark brown, organic SILT (OL), organic with grass and — medium to large roots, decomposed organic — [Topsoil] 1 Slightly moist, soft, brown with slight orange staining, silty CLAY (CL), slightly — micaceous, slight black mottling — [Missoula Flood Deposits] 2- 3- 4— 1.5 - 2 5—Slightly moist, medium stiff, brown, silty CLAY(CL), slightly micaceous, slight — dark brown to black mottling — [Missoula Flood Deposits] 6- 7- 8- 9- - 0 Groundwater seepage encountered at 9.5 feet, starting to fill bottom of pit 10 — Test pit terminated at 10 feet — Groundwater/seepage encountered as indicated No caving of sidewalls 11 12 HARDMAN LEGEND GEOTECHNICAL Date Excavated: 1/31/2024 °LISERVICES INC. S-1 7 Logged By: AK -'ji Practical,Cost-Effective Soil Sample Depth Water Level at Engineering Solutions Interval and Designation Time of Drilling TEST PIT LOG Project: 14530 SW 103rd Avenue Tigard, Oregon Project No. 24-3188 Test Pit No.:TP-2 _ �� to g�o ° N� Q @� � o�, o �o Material Description a Slightly moist, soft, dark brown, organic SILT (OL), organic with grass and thin roots — [Topsoil] Slightly moist to moist, soft, brown with orange and red areas, silty CLAY, jumbled appearance, 19 inch diameter boulder at 4 feet bgs, large asphalt chunks at 6 to 7 feet bgs, small gravel bits 2— [Undocumented Fill] 3- 4— 0.5 5- 6- 7— 8 Slightly moist, medium stiff to stiff, brown and gray, silty CLAY (CL), slightly micaceous, slight black basalt fragments at 10 feet, black and orange staining — [Missoula Flood Deposits] 9— S-1 28.3 Atterberg Limit Summary: LL =42, PL = 21, PI = 21, USCS = CL 10 — Test pit terminated at 10 feet No caving of sidewalls — No groundwater encountered 11 Infiltration testing taken 12 HARDMAN LEGEND 1021GEOTECHNICAL Date Excavated: 1/31/2024 SERVICES INC. S-1 7 - J Practical,Cost-Effective Soil Sample Depth Water Level at Logged By: AK ' Engineering Solutions Interval and Designation Time of Drilling TEST PIT LOG Project: 14530 SW 103rd Avenue Tigard, Oregon Project No. 24-3188 Test Pit No.: TP-3 a).s �� i YES E E g) o o _ Material Description 0 0 — Slightly moist, soft, dark brown, organic SILT (OL), organic with grass and thin roots, old orange drain tile at 1 foot bgs [Topsoil/Undocumented Fill] 1- 2— Slightly moist, medium stiff, brown, silty clay to clayey silt(CL - ML), slightly — micaceous, slight black mottling [Missoula Flood Deposits] 3- 4— 2.5 Slightly moist, medium stiff, brown with orange and gray areas, silty CLAY (CL), slightly micaceous, slight black mottling XI S-2 32.4 [Missoula Flood Deposits] 5 Atterberg Limit Summary: LL = 44, PL = 20, PI = 24, USCS = CL Test pit terminated at 5 feet No caving of sidewalls 6 No groundwater encountered Infiltration testing taken 7- 8- 9- 10 — 11 12 ,rj yl� HARDMAN LEGEND -Awl Date Excavated: 1/31/2024 SERVICES INC. S 1 7 Practical,Cost-Effective Logged By: AK �� Soil Sample Depth Water Level at Eig neering Solutions Interval and Designation Time of Drilling TEST PIT LOG Project: 14530 SW 103rd Avenue Tigard, Oregon Project No. 24-3188 Test Pit No.: TP-4 _ (� to g�o ° N� Q @� � o�, o �o Material Description a Slightly moist, soft, dark brown, organic SILT (OL), organic with grass and thin — roots — [Topsoil] Slightly moist, soft, brown with orange and red areas, silty CLAY,jumbled — appearance, asphalt and concrete fragments, medium to large roots — [Undocumented Fill] 2- 3- 4— 2.5 - 3 5—Slightly moist, soft to medium stiff, brown with gray and red areas, silty CLAY, — asphalt fragments — [Undocumented Fill] 6- 7— Slightly moist, medium stiff to stiff, brown with orange and gray, silty CLAY (CL), slightly micaceous, slight black mottling, red areas at 8 feet $ S-3 27.5 [Missoula Flood Deposits] Atterberg Limit Summary: LL =44, PL = 22, PI = 22, USCS = CL 9— 10 Test pit terminated at 10 feet No caving of side walls No groundwater encountered 11 12 HARDMAN LEGEND GEOTECHNICAL Date Excavated: 1/31/2024 Ohl SERVICES INC. S-1 7 . J Practical,Cost-Effective Soil Sample Depth Water Level at Logged By: AK ' Engineering Solutions Interval and Designation Time of Drilling TEST PIT LOG Project: 14530 SW 103rd Avenue Tigard, Oregon Project No. 24-3188 Test Pit No.: TP-5 a).s �� us Q> Q� YES = ,, L E E g) o o _ .N Material Description 0 `°L. `° n aa; ° °E a 0 0 _ Slightly moist, medium stiff, brown, organic SILT (OL), organic with grass and — medium to thin roots — [Topsoil] 1— Slightly moist, medium stiff, brown with orange staining, silty CLAY (CL), slightly 2— micaceous, slight black mottling at 6 feet bgs — [Missoula Flood Deposits] 3- - 2.5 - 3 Stiffer and an increase in silt content with depth 4- 5- 6- 7- 8- 9— X S-4 28.9 10 — Test pit terminated at 10 feet — No caving of sidewalls — No groundwater encountered 11 Infiltration testing taken 12 _4-AK._ HARDMAN LEGEND ' i Al GEOTECHNICAL Date Excavated: 1/31/2024 '� �� SERVICES INC. S 1 7 Practical,Cost-Effective Logged By: AK � Soil Sample Depth Water Level at Eig neering Solutions Interval and Designation Time of Drilling TEST PIT LOG Project: 14530 SW 103rd Avenue Tigard, Oregon Project No. 24-3188 Test Pit No.: TP-6 _ �r a' � 8L- N� Q @� �� o�, o �o� S Material Description u)— u)Q o g g o o- Slightly moist, soft, dark brown, organic SILT (OL), organic with grass and thin — roots, thicker roots at 22 inches bgs — [Topsoil] 1- 2— Slightly moist, soft, brown, silty CLAY, drain pipe at 3.5 feet bgs, slightly — micaceous [Undocumented Fill] 3- 4— 1.5 Slightly moist, medium stiff, brown with slight orange and gray areas, silty clay to — clayey silt(CL - ML), slightly micaceous, slight black mottling — [Missoula Flood Deposits] 5- 6- 7— — Slightly moist, medium stiff, brown, silty CLAY (CL), slightly micaceous, slight 8— black mottling [Missoula Flood Deposits] Test pit terminated at 8.5 feet 9— No caving of sidewalls — No groundwater encountered 10 _ 11 12 HARDMAN LEGEND 12 GEOTECHNICAL Date Excavated: 1/31/2024 -A. SERVICES INC. S-1 7 ..1�j1 Practical.Cost-Effective Soil Sample Depth Water Level at Logged By: AK Engineering Solutions Interval and Designation Time of Drilling HAND AUGER LOG Project: Parcel N of 14530 103rd Ave, Project No. 24-3188 Boring No. HA-1 Tigard, Oregon N N a) a)2 2 0 to 02u) E Ea) ms 0 ao E- , Material Description o o a a o 0 Medium stiff to stiff, dry to slightly moist, light brown, Lean CLAY (CL)with— some 3/4-inch crushed rock and bits of brickthroughout, highly organic in upper — foot with small roots, stiffness increases with depth [Undocumented Fill] 1— Very stiff, slightly moist, grayish-brown to gray to orange marbled, Lean CLAY — (CL) [Missoula Flood Deposits] 2— 2.0' 1-1 3— 3.0' 1-2 3.5' 1-3 Test Pit terminated at 3.5 feet No groundwater seepage encountered 4— No caving of sidewalls 5- 6- 7- 8— HARDMAN411 LEGEND GEOTECHNICAL Date Bored: 9-5-2025 SERVICES INC. Logged By: William Edwards Practical,Cost-Effective Water Levelat Engineering Solutions Time of Excavation HAND AUGER LOG Project: Parcel N of 14530 103rd Ave, Project No. 24-3188 Boring No. HA-2 Tigard, Oregon NN N ° 20 o ii2v) Ea) Ems, � 0 a o E- o o Material Description d a o 0 Soft, dry to slightly moist, light brown, Lean CLAY (CL)w/some 3/4-inch crushed rock, many roots [Undocumented Fill] _ Dense, 3/4-inch crushed rock, poorly graded gravels in matrix of light brown clay [Undocumented Fill] 1— - Hand Auger terminated at 1 foot due to practical refusal on crushed rock No groundwater seepage encountered — No caving of sidewalls 2- 3- 4- 5- 6- 7- 8— HARDMAN411 LEGEND GEOTECHNICAL Date Bored: 9-5-2025 SERVICES INC. Logged By: William Edwards Practical,Cost-Effective Water Levelat Engineering Solutions Time of Excavation HAND AUGER LOG Project: Parcel N of 14530 103rd Ave, Project No. 24-3188 Boring No. HA-3 Tigard, Oregon c -- a 02En E0 Eg, � 7 CD _ Material Description 8 a C-. t'n 0 o 0 i ❑ U (7 Stiff, slightly moist, dark grayish-brown, Lean CLAY (CL), highly organic in — upper foot with small roots, stiffness increases with depth, roots decrease with — depth [Native Soil] 1— Transitions to... very stiff, moist, light brown to gray to orange marbled, Lean — CLAY (CL) [Missoula Flood Deposits] _ Test Pit terminated at 1.5 feet No groundwater seepage encountered 2— No caving of sidewalls 3— 4— 5— 6— 7— 8— 0 HARDMAN LEGEND GEOTECHNICAL Date Bored: 9-5-2025 SERVICES INC. Logged By: William Edwards Practical,Cost-Effective Water Level at Time of Excavation Engineering Solutions HARDMAN TECHNIC SERVICES INC.L INFILTRATION TEST DATA Practical,Cost-Effective III Engineering Solutions 24-3188 HOBO-1 I I —Its Pres,psi —Temp, °F - —Water Level feet 1 Coupler Detached -68 T Coupler,attached O Stopped - 15.2- 2.5- ::>::End Of File -BB ~- ��----'ti -04 15- 2- 62 a n 14.B- w 1.5- -01) T \ 1 58 14.8- 1- Infiltration Rate Determined Using Slope of Line at Interval -66 Indicated =7.74 in/hr -54 14.4- 0.5-~f _ .. \-%.1-1—, -62 - I, N 10:D0:00 PM 10:20:00 P6v1 10:40:00 P1v1 11:00:00 PM 11:20:00 PM 11:40:00 P1v1 12:00:00 PM 12:20:00 PM D1,31/2409:56:55.68 PM 01.11-08:00 011312412:26:00.72 PM GM Project: 14530 SW 103rd Avenue Date Tested: 01/31/2024 Test Pit: TP-2 Tested By: AK Tigard, Oregon Project No: 24-3188 Depth: 10.0 Feet HARDMAN 01 IC SERVICES INC.L INFILTRATION TEST DATA Practical,Cost-Effective Engineering Solutions 24-318 _HOBO-2 1- 15- 2.2- -70 149- / - --.—_-___ _ -___ -60 1.8- 14.8- -64 Infiltration Rate Determined 1.6- Using Slope of Line at Interval - 147- Indicated =0.36 in/hr -62 1.4- _ -80 r 14.6- - 1.2- -58 14.5- - -5a I —Abs Pres,psi —Temp, °F -54 1 a.4- I P—Water Level,ttiet 0 8_ A Coupler Detached - V Coupler Attached 0 Stopped '52 End Of File 14.3- ..ry . -,- 0.0- I , n I 0 — 1 ,a1 ea n 10:28:DD PM 10:40:00 PM 11:00:00 PM 1 120:00 PM 11:40:00 PM 12:00:00 PM 12_0:00 PM 0173124 10:15:45.736 PM 01.87-08:00 0113124 12:33:06.693 PM GA( Project: 14530 SW 103rd Avenue Date Tested: 01/31/2024 Test Pit: TP-3 Tested By: AK Tigard, Oregon Project No: 24-3188 Depth: 5.0 Feet HARDMAN • SERVICESrNC.ICAL INFILTRATION TEST DATA Practical,Cost-Effective Engineering Solutions 24-3188_HOBO 3 I I - — ti- _ -a4 Infiltration Rate Determined 15 Using Slope of Line at Interval -62 Indicated =0.72 in/hr -60 14.8- " 1.,- - T .59 • 14.6- .56 1- - —Ahs Pres,psi —Temp, "F —Water Level,feet 1 -54 - A Coupler Detached 14.4- Y` V Coupler Attached , \-.1-1,--. ‘ .\\Th__\_‘ 0 Stopped 0.5- End Of File _ • , I , , , , i , i „ i , i , i i i i i i i i i i i i , i , i , , , , i , i „ I I 01:00:00 PM 01 0:00 PM 01:40:DD PM 02:00:00 PM 020:00 PM 02:40:00 PM 01/310412:58:25.187 PM 6MT-08:00 01/31,2402:66:47.501 PM ON Project: 14530 SW 103rd Avenue Date Tested: 01/31/2024 Test Pit: TP-5 Tested By: AK Tigard, Oregon Project No: 24-3188 Depth: 10.0 Feet Job# 24-3188 Work Performed By: Ashlyn Kashima Address 14530 SW 103rd Avenue City/Town: Tigard,OR Date: 1/31/2024 DCP#1 DCP#2 DCP#3 Test Depth Starting Global Avg , Test Depth Starting Global Avg Test Depth Starting Global Avg Length of Corrected Length of Length of Corrected Below G.S. Height Travel CBR Value Below G.S. Height Travel CBR Value Below G.S. Height Travel CBR Value Shaft (cm) Imm) (mml (mm/blow) CBR Value Shaft (Gm) (mn) (me) Imm/blow) Shaft (cm) Imm) Imm) Imm/blow) CBR Value 144.1 0 380 34.9 2.52 ` 144.1 0 405 40.3 2.14 2 144.1 0 372 32.0 2.77 3 Local Avg Local Avg Local Avg Depth DOS Depth BGS Depth BGS Depth BGS Depth BGS Depth BGS #Blows Blow Count Height(mm) Travel(min) Travel (nun) Oft #Blows Blow Could Height(mod Travel Dorn) Travel (mm) (k) #Blows Blow Count Height(mm) Travel(mm) Travel (mm) (ft) Mem/blow) Imm/blow) Mem/blow) 0 0 380 0 N/A 0 0.00 0 0 405 0 N/A 0 0.00 0 0 372 0 N/A 0 0.00 1 1 401 21 21 0.07 1 1 451 46 46 46 0.15 1 1 435 63 ^ 63 0.21 1 2 422 21 42 0.14 1 2 484 33 33 79 0.26 1 2 460 25 25 88 0.29 1 3 461 39 39 81 0.27 1 3 521 37 37 116 0.38 1 3 480 20 20 I 108 0.35 1 4 490 29 29 110 0.36 1 4 555 34 34 150 0.49 1 4 501 21 21 129 0.42 1 5 510 20 130 0.43 1 5 585 30 30 180 0.59 1 5 520 19 I 19 r 148 0.49 1 6 541 31 31 161 0.53 1 6 615 30 30 210 0.69 1 6 540 20 20 168 0.55 1 7 571 30 30 191 0.63 1 7 646 31 31 I 241 0.79 1 7 560 20 20 188 0.62 1 8 604 33 33 224 0.73 1 8 680 34 34 275 0.90 1 8 581 21 . 21 209 0.69 1 9 635 31 31 255 0.84 1 9 712 32 32 307 1.01 1 9 605 24 I 24 233 0.76 1 10 665 30 30 285 0.94 1 10 746 34 34 341 1.12 1 10 630 25 25 258 0.85 1 11 702 37 37 322 1.06 1 11 790 44 44 385 1.26 1 11 655 25 25 283 0.93 1 12 735 33 33 355 1.16 1 12 830 40 40 425 1.39 1 12 686 31 31 314 1.03 1 13 775 40 40 395 1.30 1 13 861 31 31 456 1.50 1 13 717 31 31 345 1.13 1 14 812 37 37 432 1.42 1 14 900 39 39 495 1.62 1 14 750 33 33 378 1.24 1 15 855 43 43 475 1.56 1 15 943 43 43 538 1.77 1 15 785 35 35 413 1.35 1 16 906 51 51 526 1.73 1 16 1000 57 595 1.95 1 16 816 31 31 444 1.46 1 17 969 63 ` 63 ' 589 1.93 1 17 1056 56 651 2.14 1 17 850 34 34 478 1.57 1 18 1013 44 44 633 2.08 1 18 1130 74 725 2.38 1 18 885 35 35 513 1.68 1 19 1050 37 37 670 2.20 1 19 922 37 37 550 1.80 1 20 1085 35 35 705 2.31 1 20 960 38 38 588 1.93 1 21 1112 27 ma. 732 2.40 1 21 1015 55 f 55 1 643 2.11 1 22 1066 51 51 694 2.28 1 23 1107 41 41 735 2.41 LIQUID AND PLASTIC LIMITS TEST REPORT 60 Dashed line indicates the approximate upper limit boundary for natural soils 50 ' 0.0 G 40 X 0 z U 30 F co J a. i A� %./ 4. 20 — 0 G` _ 10 ///4 "(//// ML or OL M H or OH 0 0 10 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT J MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS • Silty Clay 42 21 21 CL • Silty Clay 44 20 24 CL ♦ Silty Clay 44 22 22 CL Project No. Client: Remarks: Project: •Location:TP-2 @ 10' Depth: 10 ft. Sample Number: S-1 ■Location:TP-3 @ 5' Depth: 5 ft. Sample Number: S-2 ALocation:TP-4 @ 8' Depth: 8 ft. Sample Number: S-3 4101 GEOTECHNKAL SER CES INC. �— -- Figure Tested By: AK 2/8/24, 10:42 AM ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website.Please contact us with feedback. 0 The ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why_ nitHazards by Location Search Information / • H Mari9 - - Address: 14530 SW 103rd Ave,Tigard,OR 97224,USA Coordinates: 45.4148941,-122.7827084 SW caa,oe sr ' Sw McDonald St SW McDonald Sr �- tor Freight Tools9 #/' 376 ft Elevation: 376 ft Timestamp: 2024-02-08T18:41:50.743Z �Qo Hazard Type: Seismic — Reference Document: ASCE7-16 Google Map data©2024 Google neport a mop ano, Risk Category: II Site Class: D Basic Parameters Name Value Description Ss 0.85 MCER ground motion(period=0.2s) St 0.393 MCER ground motion(period=1.0s) SMs 0.986 Site-modified spectral acceleration value SM1 *null Site-modified spectral acceleration value SDG 0.657 Numeric seismic design value at 0.2s SA SD1 •null Numeric seismic design value at 1.0s SA See Section 11.4.8 -Additional Information Name Value Description SDC null Seismic design category Fe 1.16 Site amplification factor at 0.2s Fe *null Site amplification factor at 1.0s CRS 0.885 Coefficient of risk(0.2s) CR1 0.866 Coefficient of risk(1.Os) PGA 0.387 MCEG peak ground acceleration FpGA 1.213 Site amplification factor at PGA PGAM 0.47 Site modified peak ground acceleration TL 16 Long-period transition period(s) SsRT 0.85 Probabilistic risk-targeted ground motion(0.2s) SsUH 0.961 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value(0.2s) S1RT 0.393 Probabilistic risk-targeted ground motion(1.0s) S1UH 0.454 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SID 0.6 Factored deterministic acceleration value(1.0s) PGAd 0.5 Factored deterministic acceleration value(PGA) See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process.Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why Disclaimer Hazard loads are provided by the U.S.Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.org/#/seismic?lat=45.4148941&Ing=-122.7827084&address=14530 SW 103rd Ave%2C Tigard%2C OR 97224%2C USA 1/1 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Flexible Design Inputs Project Name: 24-3188 Route: 14530 SW 103rd Avenue Location: Tigard, Oregon Owner/Agency: Nick Daniken Design Engineer: AK Flexible Pavement Design/Evaluation Structural Number 2.99 Subgrade Resilient Modulus 3,000.00 psi Total Flexible ESALs 55,942 Initial Serviceability 4.20 Reliability 85.00 percent Terminal Serviceability 2.50 Overall Standard Deviation 0.49 Layer Pavement Design/Evaluation Layer Layer Drainage Layer Layer Material Coefficient Coefficient Thickness SN Asphalt Cement Concrete 0.42 1.00 6.00 2.52 Crushed Stone Base 0.11 1.00 8.00 0.88 :SN 3.40 Thursday, February 8, 2024 10:57:26AM Engineer: WinPAS 12 Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association ESAL Determination by Traffic Factor Project Name: 24-3188 Route: 14530 SW 103rd Avenue Location: Tigard, Oregon Owner/Agency: Nick Daniken Design Engineer: AK Traffic Factor Traffic Input by Estimated Rigid Thickness 4.00 inches Total Traffic 2-way Estimated Structural Number 4.2 Design Lane Distribution 100.00 percent Terminal Serviceability 2.5 Directional Distribution 50.00 percent Design Life 20 years Annual Growth Rate 3.00 percent Traffic Input by Day ESAL Determination by Traffic Input Traffic Input As Average Daily Traffic(ADTT) 0.00 > Average Daily Traffic(ADT) 300.00 of Heavy trucks 2.00 ESAL Traffic Factors Rigid ESAL/Truck 1.90 Flexible ESAL/Truck 1.90 Total Rigid ESAL 55,942 Total Flexible ESAL 55,942 Thursday, February 8, 2024 10:57:48AM Engineer: EXHIBIT Q SERVICE PROVIDER LETTER -CWS CleanWater�r\Services SENSITIVE AREA PRE-SCREENING SITE ASSESSMENT Clean Water Services File Number 25-002318 1. Jurisdiction: Washington County 2. Property Information(example: 1 S234AB01400) 3. Owner Information Tax lot ID(s): Name: 2S111 BCO2300 Company: Greenwing Investments,LLC Address: 16869 SW 65th Ave,Suite 115 OR Site Address: 14530 SW 103rd Ave City, State,Zip: Lake Oswego,OR,97035 City, State,Zip: Tigard,OR,97224 Phone/fax: 5417789333 Nearest cross street: Email: nick@greenwingpdx.com 4. Applicant Information 4. Development Activity(check all that apply) El Addition to single family residence(rooms, deck, garage) Name: Nick Daniken ❑ Lot line adjustment ElMinor land partition Company: Greenwing Companies ❑ Residential condominium 0 Commercial condominium Address: 16869 SW 65th Ave,Suite 115 I Residential subdivision ElCommercial subdivision City, State,Zip: Lake Oswego,OR,97035 ❑ Single lot commercial ❑ Multi lot commercial Phone/fax: 541-778-9333 Other Email: nick@greenwingpdx.com 6. Will the project involve any off-site work? gx Yes ❑ No 0 Unknown Location and description of off-site work:Will be installing water line extension,two manholes,two etorm inlets in SW Inez St and one storm inlet at the corner of SW 103rd Ave and SW Inez St.Along with curb,gutter and sidewalk along SW 103rd Ave and SO 7. Additional comments or information that may be needed to understand your project: This application does NOT replace Grading and Erosion Control Permits,Connection Permits,Building Permits,Site Development Permits, DEQ 1200-C Permit or other permits as issued by the Department of Environmental Quality, Department of State Lands and/or Department of the Army COE. All required permits and approvals must be obtained and completed under applicable local,state,and federal law. By signing this form, the Owner or Owner's authorized agent or representative, acknowledges and agrees that employees of Clean Water Services have authority to enter the project site at all reasonable times for the purpose of inspecting project site conditions and gathering information related to the project site. I certify that I am familiar with the information contained in this document, and to the best of my knowledge and belief,this information is true,complete,and accurate. Print/type name Nick Daniken Print/type title Member Signature ONLINE SUBMITTAL Date 8/27/2025 FOR DISTRICT USE ONLY ❑ Sensitive areas potentially exist on site or within 200'of the site.THE APPLICANT MUST PERFORM A SITE ASSESSMENT PRIOR TO ISSUANCE OF A SERVICE PROVIDER LETTER. If Sensitive Areas exist on the site or within 200 feet on adjacent properties,a Natural Resources Assessment Report may also be required. ❑■ Based on review of the submitted materials and best available information sensitive areas do not appear to exist on site or within 200'of the site.This Sensitive Area Pre-Screening Site Assessment does NOT eliminate the need to evaluate and protect water quality sensitive areas if they are subsequently discovered.This document will serve as your Service Provider Letter as required by Resolution and Order 19-5, Section 3.02.1,as amended by Resolution and Order 19-22.All required permits and approvals must be obtained and completed under applicable local, State and federal law. ❑ Based on review of the submitted materials and best available information the above referenced project will not significantly impact the existing or potentially sensitive area(s)found near the site.This Sensitive Area Pre-Screening Site Assessment does NOT eliminate the need to evaluate and protect additional water quality sensitive areas if they are subsequently discovered.This document will serve as your Service Provider Letter as required by Resolution and Order 19-5, Section 3.02.1,as amended by Resolution and Order 19-22.All required permits and approvals must be obtained and completed under applicable local,state and federal law. I] THIS SERVICE PROVIDER LETTER IS NOT VALID UNLESS 1 CWS APPROVED SITE PLAN(S)ARE ATTACHED. ❑ The proposed activity does not meet the definition of development or the lot was platted after 9/9/95 ORS 92.040(2). NO SITE ASSESSMENT OR SERVICE PROVIDER�/ LETTER IS REQUIRED. Reviewed by /4 9rt� ,[ Date 09/03/2025 nce ple email to:SPLReview@cleanwaterservices.org • Fax: (503)681-4439 OR mail to: SPL Review, Clean Water Services,2550 SW Hillsboro Highway, Hillsboro, Oregon 97123 Revised 2/2020 Main Office • 2550 SW Hillsboro Highway • Hillsboro,Oregon 97123 • p:503.681.3600 f: 503.681.3603 • cleanwaterservices.org Zone: RES-B Lot Area: 42,885 s.f. SW Inez St. (50' R.O.W.) Dedicated Area: 2,096 s.f. Final Total Lot Area: 40,789 s.f. C.C.B. C.B. C.B. No. of Divided Lots: 5 %\ 5�Planter \ DriGeway,/ 5'Planter Driveway./ ^ 5'Planter A ' Driveway 7— Average Lot Size: 8,158 s.f. " — - - — — — — — — — g / IR 5'Dedication (209.53') 5'Sidewalk II � / 42.79' 57.00' 57.00' 52.74' � �, � 8'P.U.E. 25"O MONKEY /&kV / --- TREE C•B. i Az -1 r 7 r 7 E SHADED AREA: I y/ o 9 30'EACH WAY / .5(7) ¢' ,ry VISION I / H 12 -a rccNI LF. CLEARANCE I / o co o i 3 /';' LOT 1 LOT 2 LOT 3 LOT 4 u.i-' 0 O ~ 7,714 s.f. 7,581 s.f. 7,581 s.f. 9,147 s.f. 0. � o m rn -o CO Q7 i `m v .. ro o 05 -p 58.21'(MID-POINT) o 0 0 - -, Ho.,ri —I--i--- cc; ri cq r) r) o C M d LL N (0 �-.o -61 A V O n co 1- O 10i co w m u 50.00'(MID-POINT) o IAL' 'F — �- x > v riao (0Q ^ a 0 N N cj LM • cc cD _ c— O as _ .. Lo .�0 L J L _1 L _10) N p /��\ N (75 _L .'^ �Ori N72 to VJ m O V 0 (T3 o v o t 60.18' 57.00' 57.00' m �� ! ! • i 20 Orc m d a° E r Approved by: Mila Lima 1 \ 2. .i 4mlt iiii ° Date: 09/03/2025 1 A�I��E -- LO_-5 J1114f� —N— a,7s S,Attachment 1 of 1 \� CleanWater\�Services -- II fi I 1 if O L J O.+;I - a'ai!i!% 175.62' 47.25' i i (222.87') 0 15' 30' 60' BUILDING FRONT: 15' STREET SIDE: 15' GARAGE: 20' IMMI SETBACKS SIDE: 5' REAR: 15' EXHIBIT R SERVICE PROVIDER LETTER -TVF&R FIRE CODE/ LAND USE / BUILDING REVIEW APPLICATION TVFNorth Operating Center South Operating Center 11945 SW 70th Avenue 8445 SW Elligsen Rd Tualatin Valley Tigard,OR 97223 Wilsonville,OR 97070 Fire & Rescue Phone: 503-649-8577 Phone:503-649-8577 REV 6-30-20 Project Information Permit/Review Type (check one): Applicant Name: Nick Daniken Land Use/Building Review-Service Provider Permit m ❑Emergency Radio Responder Coverage Install/Test Address: 16869 SW 65 Ave, Suite 115 L.O., OR 97035 ❑LPG Tank(Greater than 2,000 gallons) Phone: (541)778-9333 ❑Flammable or Combustible Liquid Tank Installation Email: nick angreenwingpdx.com (Greater than 1,000 gallons) Site Address: 14530 SW 103rd Ave * Exception: Underground Storage Tanks (UST) City: Tigard, OR 97224 are deferred to DEQ for regulation. Map&Tax Lot#: 2S111BC Tax Lot 2300 0 Explosives Blasting (Blasting plan is required) Business Name: Greenwinq Investments LLC ❑Exterior Toxic, Pyrophoric or Corrosive Gas Installation (in excess of 810 cu.ft.) Land Use/Building Jurisdiction: Tigard ❑Tents or Temporary Membrane Structures(in excess Land Use/Building Permit# N/A _ of 10,000 square feet) Choose from: Beaverton,Tigard, Newberg, Tualatin, North ❑Temporary Haunted House or similar Plains,West Linn, Wilsonville, Sherwood, Rivergrove, ❑OLCC Cannabis Extraction License Review Durham, King City, Washington County, Clackamas County, Multnomah County, Yamhill County ❑Ceremonial Fire or Bonfire (For gathering, ceremony or other assembly) Project Description For Fire Marshal's Office Use Only TVFR Permit# 2025-0160 Permit Type: SPP - Tigard Submittal Date: 9/2/2025 Assigned To: McGladrey Due Date: 9/4/2025 Fees Due: 0 Fees Paid: 0 Approval/Inspection Conditions (For Fire Marshal's Office Use Only) This section is for application approval only This section used when site inspection is required i , 9/4/2025 Inspection Comments: Fire Marshal or Designee Date Conditions: A TVF&R final inspection is required for this project. See Attached Conditions: 0 Yes 0 No Site Inspection Required: ail Yes ❑ No Final TVFR Approval Signature&Emp ID Date 0 III 1 W \ CHAIN LINK FENCE 65 1 TTT ! r-- ,_, x1. r— e 1 8 I 1 Iea.� I I1 1 I F. x , : az 10906 I■j LOT1 LOT2 LOT3 1 ■■ 9,0T3 s.f. ],962 a.i. T,921 s.f. 52oi In I 1 -el 1 ;+a.Te .,2z ��:'PAOFff� i;I avu2 'z3 i .aa EBELMEINIC ii I 6-20-2026 'nsU; In I I I III I RENEWS.12-J1-2025 In:. 1 ■■ R=n'w I NOT FOR PERMIT I ilk L " L L m J L It — xaazaJTw N5T1T5TW ..:`eazJ• Z „, e+.aT assT O w ,I !iiinsuFIIIIIIIIIIImrri ►111111111iiir ►1 o7 O € _ nW a ® l 0 >� ma� I ® ,o (V 5CRERU MT -.. CO 0 o a --I a1111 IlILIIIICI111!lIIIIIIIIIII.I ICIIIIII.I I�. z.L¢ ri a e IJ Itt;i I 7 r —I r 7 F _, f I w P I New •ied Fire Hydrant I I I I c=L-' �„] Hydrant Ftdw Test will be ddflerred I z �� II a I i 1 F I I 1la Ii LOT, LOT2 LOTS LOT4 0 1y.1i T,T r0I f. ]*-f f. T,STT..f. 9,154s.f. I ° 1: ›- I I li Ip n SOUTH SITE DEVELOPMENT III al 1 'n DEDICATIONUNDER A SEPARATE PERMIT `I' I— 'II I I WOOD RETAINING WALL ) I I a1 1.1 re L— L— I ❑ tI �� I E CANTERBURY LANE L■ t_1 I. I �■ I 1 I I o _Ri�S I 'III LOT5 © _ it,.Ssrmat. r° &g_y—I ail I 8.]BO s.f. _, n.cora.urs xc ry a iii I I i�ii L�,■ I AD- ® ��,_22 cRaetnc scncE C.V PLAT LAYOUT PLAN 1 .6 20 A 40 8o (INFECf) I moll=20 feet 25608 EXHIBIT S SERVICE PROVIDER LETTER -PRIDE DISPOSAL P* R* 1 * D* E DISPOSAL COMPANY P.O. Box 820 Sherwood, OR 97140 Phone: (503) 625-6177 Fax: (503) 625-6179 September 10, 2025 Nick Daniken Greenwing Companies 16869 SW 65th Ave Suite 115 Lake Oswego, OR 97035 Re: SW 103rd Ave and SW Inez St We have reviewed the site plan for the above-mentioned subdivision. We will be able to service the lots as they've been laid out. The residents will be responsible for placing their totes curbside on the nearest public road, SW 103rd St or SW Inez St on collection day. Any future modifications to this plan will require additional approval. If you have any additional questions, feel free to contact me. Sincerely, Kristen Tabscott Pride Disposal Company ktabscott@pridedisposal.com (503) 625-6177 _ (c) . I t • ,xzzteo'aav9ii ^€;�...... anvaaeolnnsoexxleG g 10l H180N NVId 1f10AVl 1Vld .I�ggi f P r A3d17Y1y z NOISIA109f1S OaV�JIl T' ��e5 U i 1 1 I I ® ( 1 1 1 1 QI 1 1 � 1 I • If 22 ,�— —_-- — I :I' I • I _• -- 1 i�' • 111 I �a 1 140 1� - - - - - m :6n 1 f� 1 0l� I I �� I r r Ia� VA .1E / — — H 1 1. DIN �• Ld 1 I I ,1� �� :� I I I ; a" I I I L 1 __J 1 f tl I I u ii` ® �i: — — _ _ — I i ' S 1 1 •I C •Iit 1 ``•�' I CI 1 - - J___ — — —_ ■er y I °m ,' -1 I ;j' mn.j 1 1 1 - LI J i I 1 1;*ill 1 I 1 ;; - - - - - I sig I, 11::... —I— !:11, I '§IF2 I I 1 L ip I II ilk 1 =1t I FF I 1 �� J v—1 '� — —_—_—__• .Y _— J L— ' J gl ® L J I I uoLIMO MAO BM al.,IRSLI �'O I I�— Iii C 1 i O T 1- ' 11P? J ' I H RIgw a3 ea I I i .I.ro..-....so..eweu..,a>-.IJ-wnl.w EXHIBIT T SERVICE PROVIDER LETTER -ENERGY TRUST OF OREGON ENERGY TRUST of OREGON 09/09/2025 Greenwing Investments LLC 16869 SW 65th Ave Ste 115 Lake Oswego, OR 97035 Dear Nick: Thank you for contacting Energy Trust of Oregon to explore opportunities to incorporate clean energy attributes into your development plans. Since the project at Section 2S111BC Lot 02300 will be served by one or more of the utilities below, it is eligible for Energy Trust support and incentives. (Choose all that apply) • Avista Cascade Natural Gas ✓ NW Natural • Pacific Power ✓ Portland General Electric This letter confirms that you have met with Energy Trust program staff to review energy efficiency and renewable energy incentives and services for possible inclusion into the proposed development. It was determined that the proposed project could be served by: (Choose all that apply) ✓ Residential Program Commercial Program • Renewable and Storage Program Energy Trust of Oregon looks forward to working with you to support cost-effective energy efficiency, renewable energy and energy storage where it is determined by you and Energy Trust to be appropriate. Sincerely, Jackson Miner Ehlers,Trade Ally Coordination, Residential