Document Woodburn_doc_1b6901b648

BID No: Ad Date: 2025-05 May 2, 2025 (DJC) CONTRACT AND BOND DOCUMENTS PUBLIC WORKS DEPARTMENT CITY OF WOODBURN, OREGON SAFE ROUTES TO SCHOOL WOODBURN HIGH SCHOOL PROJECT BID NUMBER: 2025-05 PROJECT NUMBER: 2024-017-38 BID OPENING DATE: May 29, 2025 BID OPENING TIME: 2:00 PM SUBSTANTIAL COMPLETION DATE: August 24, 2025 COMPLETION DATE: September 26, 2025 ---PAGE BREAK--- SAFE ROUTES TO SCHOOL WOODBURN HIGH SCHOOL PROJECT BID DOCUMENTS MAY 2025 These Documents are the Property of the City of Woodburn 190 Garfield Street Woodburn, OR 97071 (503) 982-5240 ---PAGE BREAK--- BID No: 2025-05 MAY 2025 CONTRACT AND BONDS FOR THE SAFE ROUTES TO SCHOOL WOODBURN HIGH SCHOOL PROJECT PROJECT No. 2024-017-38 BID NO. 2025-05 CITY OF WOODBURN PUBLIC WORKS DEPARTMENT WOODBURN, OREGON Mayor & City Council Frank Lonergan Mayor Lilia Brizuela Ward 1 Mark Wilk Ward 2 Jen Cantu Ward 3 Sharon Schaub Ward 4 Mary Beth Cornwell Ward 5 Alma Grijalva Ward 6 ---PAGE BREAK--- TABLE OF CONTENTS BID No. 2025-05 1 of 1 TABLE OF CONTENTS PART I- BID PREPARATION DOCUMENTS INVITATION TO BID INSTRUCTIONS TO BIDDERS PART II- BID FORMS PROPOSAL FORMS FIRST-TIER SUBCONTRACTOR DISCLOSURE FORM CERTIFICATION PAGE BID SUBMITTAL CHECKLIST PART III- SAMPLE CONTRACT FORMS CONSTRUCTION AGREEMENT NOTICE OF CONTRACT AWARD PERFORMANCE BOND PAYMENT BOND MAINTENANCE/WARRANTY BOND NOTICE TO PROCEED PART IV- SPECIAL PROVISIONS PART V- PLANS ---PAGE BREAK--- PART I – BID PREPARATION DOCUMENTS ---PAGE BREAK--- INVITATION TO BID BID No. 2025-05 1 of 1 INVITATION TO BID SAFE ROUTES TO SCHOOL WOODBURN HIGH SCHOOL PROJECT PROJECT No. 2024-017-38 BID No. 2025-05 Sealed bids for the construction of the Safe Routes to School Woodburn High School Project will be received by the City of Woodburn at 190 Garfield Street until 2:00 PM, Thursday, May 29, 2025, and will thereafter be publicly opened and read. Proposals shall be addressed to the Public Works Director, City of Woodburn, and 190 Garfield St., Woodburn, OR 97071. Bids shall be submitted in a plain sealed envelope bearing the Bidder's name, the name of the project, the date and time of the Bid opening, and shall be marked "Bid No. 2025- 05”. The major items of work and estimated quantities as follows: 1. Install one pedestrian refuge island; 2. Construct five new ADA ramps; and 3. Perform paving operations, 330 tons of Level 3 ½” ACP. Contract bid documents may be downloaded from the City of Woodburn’s website at: http://www.ci.woodburn.or.us/?q=blog-categories/bids-and-rfps . Bidders must be pre-qualified, with applications received no later than two days before bid opening; see the Special Provisions for additional details. This is a public works contract, subject to the provisions of ORS 279C.800 through 279C.870 regarding payment of prevailing wages. No bid for a construction contract shall be received or considered unless the bidder is registered with the Construction Contractors Board (CCB). The Contractor and every Subcontractor must have a Public Works Bond filed with the CCB before starting work on the project. All proposals shall be made on the forms provided and accompanied by a Bid Bond, in an amount equal to ten percent (10%) of the total bid. The form of the bid bond shall be either the Surety’s standard form or the AIA form. Contract award is expected to be made by the City Council on Monday, June 9, 2025. The City of Woodburn reserves the right to reject any bids not in compliance with prescribed bidding requirements and may reject all bids upon a finding of the City that it is in the public interest to do so. ---PAGE BREAK--- INSTRUCTIONS TO BIDDERS BID No. 2025-05 1 of 2 INSTRUCTIONS TO BIDDERS SAFE ROUTES TO SCHOOL WOODBURN HIGH SCHOOL PROJECT PROJECT No. 2024-017-38 BID No. 2025-05 1. GENERAL: A. SPECIFICATIONS – The Specifications that are applicable to the Work on this Project are the “Oregon Standard Specifications for Construction - 2024”, and as modified by the Special Provisions. B. This is a formal procurement. Electronic bids will not be accepted. C. Bidding requirements and obligations shall comply and conform to Part 00100 - General Conditions of the Standard Specifications, as modified by the Special Provisions and herein. 2. OBTAINING CONTRACT DOCUMENTS: A. Copies of the Contract Documents are available on the City’s Engineering Division website, and on file at: City Hall Annex 190 Garfield Street Woodburn, OR 97071 B. Questions should be directed to the Project Manager at: Cole Grube, Project Engineer Phone: [PHONE REDACTED] Email: [EMAIL REDACTED] C. Bidder is responsible for completing and returning all required bid forms. D. An electronic copy of the “Plan Holders List” is provided on the Agency website and will be periodically updated. Contractors, suppliers, and others wishing to be added to this list should contact the City’s Project Manager. E. Addenda, clarifications, etc. will be posted on the Agency website and are the responsibility of the Contractor to download before submission of bids. Contractor shall sign and submit all addenda with their offer. Addenda which are not signed and acknowledged may be grounds for the rejection of the bid. 3. PROJECT FINANCING: A. This project is financed and paid for by the Oregon Department of Transportation and the City of Woodburn. B. The Engineer's estimated range for the construction cost of this Project is between $500,000 and $700,000. ---PAGE BREAK--- INSTRUCTIONS TO BIDDERS BID No. 2025-05 2 of 2 C. This project is subject to the prevailing wages rates under the Oregon Prevailing Wages Law (BOLI). The applicable wage rate book is dated January 5, 2025, as amended by the April 5, 2025, amendment. Wage rates can be found at the following website: 4. CONSTRUCTION AGREEMENT A. The construction contract between Owner and Contractor shall be on the form provided by The City of Woodburn. A sample agreement is included in these documents. 5. PREBID CONFERENCE: A. No pre-bid conference is scheduled for this Project. Those not familiar with the project site are encouraged to visit the area on their own. 6. AWARD OF THE CONTRACT: A. Award of the contract will be based on the lowest offer by a responsible Bidder, in accordance with Section 00130 of the Specifications, as modified by the Special Provisions. 7. SPECIAL CONCERNS: A. Provide access to first responders, businesses, schools, and residents at all times. B. Services such as delivery, waste management, and mail shall be available at all times throughout construction activities. C. The value of the Maintenance/Warranty Bond shall be equivalent to 10% of the final construction cost. See Special Provision Section 00170 for details. 8. TIME OF COMPLETION: A. All project work shall be substantially complete by August 24, 2025. Substantial Completion is defined as all asphalt paving, permanent bridge railing, and ADA ramp construction. See Special Provision 00180.50(h) for additional details. ---PAGE BREAK--- PART II – BID FORMS ---PAGE BREAK--- PROPOSAL FORM BID NO. 2025-05 1 of 5 PROPOSAL FORM SAFE ROUTES TO SCHOOL WOODBURN HIGH SCHOOL PROJECT PROJECT No. 2024-017-38 BID No. 2024-05 Honorable Mayor and City Council City Hall Woodburn, Oregon 97071 The undersigned, hereinafter called the Bidder, declares that the only persons or parties interested in this Proposal are those named herein, that the Proposal is in all respects fair and without fraud, which it is made without any connection or collusion with any person making another Proposal on this Contract. The Bidder further declares that he has carefully examined the Contract Documents for the construction of the proposed improvements; that he has personally inspected the site; that he has satisfied himself as to the quantities of materials, items of equipment, and conditions or work involved, including the fact that the description of work and materials as included herein, is brief and is intended only to indicate the general nature of such items and to identify the said quantities with the detailed requirements of the Contract Documents; and that this Proposal is made according to the provisions and the terms of the Contract Documents, which Documents are herein attached and are hereby made a part of this Proposal. The Bidder further agrees to complete construction of all work in all respects in accordance with the Special Provisions incorporated herein. In the event the Bidder is awarded the Contract and shall fail to complete the work within the time limit set under Specifications of this document or extended time limit agreed upon, as more particularly set forth in the Contract Documents, liquidated damages shall be paid to the City of Woodburn, Oregon, using the rate formula outlined in the Special Provisions, and not less than $150.00 per day, until the work shall have been finished, as provided by the Contract Documents. The Bidder further proposes to accept as full payment for the work proposed herein the amount computed under the provisions of the Contract Documents and based on the following unit price amounts, it being expressly understood that the unit prices are independent of the exact quantities involved, that they represent a true measure of the labor and material required to perform the work, including all allowance for overhead and profit for each type and unit of work called for in these Contract Documents. The amounts shall be shown in both words and figures. In case of discrepancy, the amount shown in words shall govern. It is declared that the Bidder will comply with all provisions of ORS 279C.840. The workmen on the project will be paid Oregon Prevailing Wage Rates (also called “PWR”). It is agreed that if the Bidder is awarded the Contract for the work herein proposed and shall fail or ---PAGE BREAK--- PROPOSAL FORM BID NO. 2025-05 2 of 5 refuse to execute the Contract and furnish the specified Performance Bond within ten (10) calendar days after receipt of notification of acceptance of his Proposal, then, in that event, the bid security in the sum of: (In (In Numbers): deposited herewith according to the conditions of the Advertisement for Bids and Information to Bidders, shall be retained by the City of Woodburn, Oregon, as liquidated damages; and it is agreed that the said sum is a fair measure of the amount of damage the City of Woodburn will sustain in case the Bidder shall fail or refuse to enter into the contract for the said work and to furnish the Performance Bond as specified in the Contract Documents. Bid security in the form of a certified check shall be subject to the same requirements as a bid bond. If Bidder is awarded a construction contract from this proposal, the surety who will provide the Performance Bond will be: whose address is: Street City State Zip Agents Name: Phone No. The point of contact and address for all communications concerned with this Proposal and where the Contract shall be sent is: Contractor: doing business at: , Street City State Zip ---PAGE BREAK--- PROPOSAL FORM BID NO. 2025-05 3 of 5 BID SCHEDULE SAFE ROUTES TO SCHOOL WOODBURN HIGH SCHOOL PROJECT ITEM NO. DESCRIPTION (SPEC) UNIT QUANTITY UNIT PRICE TOTAL PRICE Temporary Features and Appurtenances (00200) 1 Mobilization (00210) LS 1 $ $ 2 Temporary Protection and Direction of Traffic (00221) LS 1 $ $ 3 Temporary Signs (00222) SF 700 $ $ 4 Portable Changeable Message Signs (00222) EA 4 $ $ 5 Temporary Barricades, Type II (00224) EA 12 $ $ 6 Temporary Barricades, Type III (00224) EA 12 $ $ 7 Strip Removal (00225) LF 2,816 $ $ 8 Legend Removal (00225) SF 60 $ $ 9 Pedestrian Channelizing Devices (00228) LF 250 $ $ 10 Temporary Curb Ramp, Constructed (00228) EA 2 $ $ 11 Erosion Control (0280) LS 1 $ $ 12 Concrete Washout Facility (00280) EA 1 $ $ 13 Inlet Protection, Type 3 (00280) EA 6 $ $ 14 Inlet Protection, Type 4 (00280) EA 1 $ $ 15 Sediment Barrier, Type 8 (00280) LF 362 $ $ 16 Pollution Control Plan (00290) LS 1 $ $ Roadwork (00300) 17 Construction Survey Work (00305) LS 1 $ $ 18 Removal of Structures and Obstructions (00310) LS 1 $ $ 19 Clearing and Grubbing (00320) LS 1 $ $ 20 General Excavation (00330) CY 730 $ $ 21 12-inch Subgrade Stabilization (00331) SY 120 $ $ 22 Subgrade Geotextile (00350) SY 1,172 $ $ Bridges (00500) 23 Pedestrian Rail (00587) LS 1 $ $ Pedestrian Rail (00600) 24 Aggregate Base (00641) TON 770 $ $ Wearing Surfaces (00700) 25 Level 3, ½ inch, ACP Mixture (00744) TON 330 $ $ 26 Concrete Curbs, Curb and Gutter (00759) LF 316 $ $ 27 Concrete Curbs, Standard Curb (00759) LF 197 $ $ 28 Concrete Curbs, Low Profile Mountable Curb (00759) LF 176 $ $ 29 Concrete Islands (00759) SF 255 $ $ 30 Concrete Walks (00759) SF 3,360 $ $ 31 Truck Apron Concrete Surfacing (00759) SF 1,437 $ $ 32 Extra for New Curb Ramps (00759) EA 5 $ $ 33 Truncated Domes on New Surfaces (00759) SF 87 $ $ Permanent Traffic Safety and Guidance Devices (00800) 34 Guardrail Terminals, Non-Flared MSKT (00810) EA 1 $ $ 35 Extra for Hand Dug Guardrail Post Holes (00810) EA 4 $ $ 36 Midwest Guardrail System, Type 2A (00810) LF 32 $ $ 37 Guardrail Height Conversion, Type 2A EA 1 $ $ 38 Bi-Directional Yellow Type I Markers (00855) EA 2 $ $ 39 Permanent Surface Mounted Tubular Markers (00858) EA 5 $ $ ---PAGE BREAK--- PROPOSAL FORM BID NO. 2025-05 4 of 5 40 Surface Mounted Plastic Curb with Tubular Marker (00858) EA 69 $ $ 41 Longitudinal Pavement Markings – Paint (00860) LF 55 $ $ 42 Thermoplastic, Extruded, Surface, Non-Profiled (00865) LF 4,375 $ $ 43 Pavement Legend, Type B-HS: Arrows (00867) EA 1 $ $ 44 Pavement Legend, Type B-HS: “SCHOOL” (00867) EA 1 $ $ 45 Pavement Legend, Type B-HS: Shared Use Path Pedestrian Stencil (00867) EA 2 $ $ 46 Pavement Legend, Type B-HS: Shared Use Path Bicycle Stencil (00867) EA 2 $ $ 47 Pavement Bar, Type B-HS (00867) SF 298 $ $ Permanent Traffic Control and Illumination Systems (00900) 48 Crosswalk Closure Supports (00902) EA 2 $ $ 49 Remove Existing Signs (00905) LS 1 $ $ 50 Sign Support Footings (00920) LS 1 $ $ 51 Perforated Steel Square Tube Slip Base Sign Supports (00930) LS 1 $ $ 52 Perforated Steel Square Tube Anchor Sign Supports (00930) LS 1 $ $ 53 Signs, Standard Sheeting, Sheet Aluminum (00940) SF 76 $ $ 54 Pole Foundations (00970) LS 1 $ $ 55 Lighting Poles and Arms (00970) LS 1 $ $ 56 Luminaires, Lamps, Ballasts (00970) LS 1 $ $ 57 Switching, Conduit, and Wiring (00970) LS 1 $ $ Right of Way Development and Control (01000) 58 Permanent Seeding (01030) SY 461 $ $ 59 Topsoil (01040) CY 52 $ $ GRAND TOTAL: ---PAGE BREAK--- PROPOSAL FORM BID NO. 2025-05 5 of 5 The names of the principal officers of the corporation submitting this Proposal, or of the partnership, or of all persons interested in this Proposal as principals are as follows: In witness whereof the undersigned has caused this instrument to be executed and its seal affixed by its duly authorized officer this_____ day of Name of Corp (if applicable): Oregon Corp. No (if applicable): CCB No: By: Title: Phone No.: Email: Attest: "Bidder will comply with the provisions of Oregon Revised Statutes (ORS) 279C.840”. (Initial) Signature: Bidder ---PAGE BREAK--- FIRST-TIER SUBCONTRACTOR DISCLOSURE FORM BID No. 2025-05 1 of 1 FIRST-TIER SUBCONTRACTOR DISCLOSURE FORM PROJECT NAME: SAFE ROUTES TO SCHOOL WOODBURN HIGH SCHOOL PROJECT No.: 2024-017-38 BID OPENING DATE: MAY 29, 2025 at 2:00 P.M. NAME OF BIDDING CONTRACTOR:  CHECK THIS BOX IF YOU WILL NOT BE USING ANY FIRST-TIER SUBCONTRACTORS OR ARE NOT SUBJECT TO THE DISCLOSURE REQUIREMENTS (SEE ORS 279C.370) Firm Name Dollar Amount $ Category of Work Firm Name Dollar Amount $ Category of Work Firm Name Dollar Amount $ Category of Work Firm Name Dollar Amount $ Category of Work (Attach additional sheets as necessary) ---PAGE BREAK--- CERTIFICATION PAGE BID No. 2025-05 1 of 1 CERTIFICATION PAGE Each Bidder must read and comply with the following Sections. Failure to do so may result in bid/proposal (offer) rejection. RESIDENCY INFORMATION ORS 279A.120 states "For the purposes of awarding a public contract, a contracting agency shall: Give preference to goods or services that have been manufactured or produced in this state if price, fitness, availability and quality are otherwise equal; and Add a percent increase to the bid of a nonresident bidder equal to the percent, if any, of the preference given to the bidder in the state in which the bidder resides." "Resident bidder” means a bidder that has paid unemployment taxes or income taxes in this state during the 12 calendar months immediately preceding submission of the bid, has a business address in this state and has stated in the bid whether the bidder is a "resident bidder" [ORS 279A.120(1)(b)]. "Non-resident bidder" means a bidder who is not a "resident bidder" as defined above [ORS 279A.120 Check one: Bidder is a ) RESIDENT bidder NON-RESIDENT bidder. CERTIFICATION OF COMPLIANCE WITH DISCRIMINATION LAWS By my signature in Form of Proposal, I hereby attest or affirm under penalty of perjury that I am authorized to act on behalf of Contractor in this matter, and to the best of my knowledge the Contractor has not discriminated against minority, women or emerging small business enterprises certified under ORS 200.055, in obtaining any required subcontract or against a business enterprise that is owned or controlled by or that employs a disable veteran as defined in ORS 408.225. CERTIFICATION OF COMPLIANCE WITH OREGON TAX LAWS By my signature in Form of Proposal, I hereby attest or affirm under penalty of perjury that I am authorized to act on behalf of Contractor in this matter that I have authority and knowledge regarding the payment of taxes, and that Contractor is, to the best of my knowledge, not in violation of any Oregon Tax Laws. For purposes of this certificate, ‘Oregon Tax Laws' means those programs listed in ORS 305.380(4) which is incorporated herein by this reference. Examples include the state inheritance tax, personal income tax, withholding tax, corporation income and excise taxes, amusement device tax, timber taxes, cigarette tax, other tobacco tax, 9-1-1 emergency communications tax, the homeowners and renters property tax relief program and local taxes administered by the Department of Revenue. VERIFICATION OF RESPONSIBILITY The City reserves the right, pursuant to ORS 279C.375 and OAR [PHONE REDACTED], to investigate and evaluate, at any time prior to award and execution of the contract, the lowest bidder's (apparent successful offeror's) ability to perform the contract. Submission of a signed offer shall constitute approval for the City to obtain any information the City deems necessary to conduct the evaluation. The City shall notify the apparent successful offeror, in writing, of any other documentation required. Being a responsible bidder may include having the appropriate financial, material, equipment, facility and personnel resources and expertise, or ability to obtain the resources and expertise to perform the contract. Contractor shall have a satisfactory record of contract performance. The Contractor shall also have a satisfactory record of integrity. An unsatisfactory record of integrity may include previous violations of state environmental laws or a false certifications made to any Public Agency. The Contractor is to be qualified legally to contract with the City of Woodburn. Failure to provide any requested information may result in bid/proposal rejection. The City may postpone the award of the contract after announcement of the apparent successful offeror in order to complete its investigation and evaluation. Failure of the apparent successful offeror to demonstrate responsibility, as required under ORS 279C.375 and OAR [PHONE REDACTED], may render the offeror non-responsible and shall constitute grounds for offer rejection. DRUG TESTING POLICY CERTIFICATION DRUG-TESTING POLICY CERTIFICATION: By my signature in Form of Proposal, I hereby attest or affirm under penalty of perjury that I am authorized to act on behalf of Contractor in the matter, and to the best of my knowledge the Contractor has a drug-testing program in place which applies to all employees. Contractor shall maintain a drug-testing program at all times during the performance of the Contract awarded. Failure to maintain such a program shall constitute a material breach of contract. [ORS 279C.505J ---PAGE BREAK--- BID SUBMITTAL CHECKLIST BID No. 2025-05 1 of 1 BID SUBMITTAL CHECKLIST Items that shall be submitted with the Bidder’s proposal:  Proposal Form  Signed Addenda, if any  Bid Bond, on either Surety’s standard form or the AIA form  First Tier Subcontractor Disclosure Form  Certification Page ---PAGE BREAK--- PART III – SAMPLE CONTRACT FORMS ---PAGE BREAK--- CONSTRUCTION AGREEMENT THIS AGREEMENT, made this day of , 2025, by and between hereinafter called "CONTRACTOR" and the CITY OF WOODBURN, an Oregon Municipal Corporation, hereinafter called "City" or "Owner". The Contractor, for the consideration hereinafter named, does hereby agree to furnish all materials, equipment, labor and necessary implements for the construction of SAFE ROUTES TO SCHOOL WOODBURN HIGH SCHOOL PROJECT and doing such other work as is necessary to make an ap- propriate and complete improvement. All of said work shall be done according to the terms, conditions, and requirements of the Contract Documents including the: Advertisement of Bids, Contractor's signed Proposal, information to bidders, special specifications, general conditions, standard specifications, general specifications, and plans and Addendum Nos. for said improvement, which Contract Documents by this reference are made a part of this agreement. Said improvement shall be completed by the date specified in said Contract Documents and if not so completed, unless said time for completion is extended, as provided in the Contract Documents, or if extended, if the same is not completed within time extended, the City will suffer liquidated damages as specified in the Contract Documents, which liquidated damages shall be retained out of any monies due or to become due under this agreement. Payments shall be made as provided in the Contract Documents. The contract amount, as approved by the Council on June 9, 2025, and agreed by the Contractor, is $X,XXX. The City will pay the required fee to the Bureau of Labor and Industries equal to one-tenth of one percent (0.1 percent) of the price of this contract, minimum fee in the amount of $250.00 and maximum fee of $7,500.00. The Contractor will pay the prevailing wage rates in accordance with ORS279C.830 and as amended by Davis Bacon and all current amendments as set forth in the Contract. NOW, THEREFORE, in consideration of the faithful performance of the covenants and agreements hereinbefore made by the Contractor, the City hereby covenants and agrees to pay the Contractor as in said Contract Documents provided. ---PAGE BREAK--- CONSTRUCTION AGREEMENT BID No. 2025-05 2 of 2 IN WITNESS WHEREOF, the respective parties hereto have each caused these presents to be executed in duplicate the day and year first above written. CITY OF WOODBURN, OREGON ATTESTED: . Heather Pierson, CITY RECORDER Frank Lonergan, MAYOR CONTRACTOR: . Organization By: . Title: . ---PAGE BREAK--- Form 3-1 Rev. 4/2006 NOTICE OF CONTRACT AWARD PROJECT: SAFE ROUTES TO SCHOOL WOODBURN HIGH SCHOOL PROJECT No: 2024-017-38 BID No: 2025-05 The Owner has considered the bid submitted by you on May 29, 2025, for the above-described work in response to its Invitation to Bid. You are hereby notified that on June 9, 2025, the City Council accepted your bid for construction of the work in the amount of $xxxx Under the terms of the Invitation to Bid, you are required to execute the Agreement and furnish bonds and certificates of insurance within 14-calendar days from the date of this Notice. If you fail to execute said Agreement and furnish said bonds and certificates of insurance within 14-days of this Notice, said Owner will be entitled to consider all your rights arising out of the Owner's acceptance of your bid to be abandoned and as a forfeiture of your Bid Bond. The Owner will be entitled to such other rights as may be granted by law. You are required to return an acknowledged copy of this Notice of Award to the Owner. Dated this X of XXXX, 2025. By: Date: Contractor shall fill in all information below this line and return original signed copy - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ACCEPTANCE OF NOTICE Receipt of the foregoing Notice of Award is hereby acknowledged By: Title: Date: ---PAGE BREAK--- Bond No.: Project No.: 2024-017-38 Bid No.: 2025-05 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS that, , as the Principal, and , a corporation organized and existing under the laws of the State of Oregon, and duly authorized to transact a surety business in the State of Oregon, as Surety, are held and firmly bound unto the City of Woodburn, a municipal corporation of the State of Oregon, in the penal sum of $ Dollars $ , lawful money of the United States of America, for the payment whereof well and truly to be made, we and each of us, jointly and severally, bind ourselves, our and each of our heirs, executors, administrators successors and assign, firmly by these presents. WHEREAS, the Principal has entered into a contract with the City of Woodburn, the plans, specifications, terms and conditions of which are contained in the above-referenced Solicitation; WHEREAS, the terms and conditions of the contract, together with applicable plans, standard specifications, special provisions, schedule of performance, and schedule of contract prices, are made a part of this Performance Bond by reference, whether or not attached to the contract (all hereafter called the “Contract”); and WHEREAS, the Principal has agreed to perform the Contract in accordance with the terms, conditions, requirements, plans and specifications, and all authorized modifications of the Contract which increase the amount of the work, the amount of the Contract, or constitute an authorized extension of the time for performance, notice of any such modifications hereby being waived by the Surety, NOW, THEREFORE, THE CONDITION OF THIS BOND IS SUCH: That if the Principal herein shall faithfully and truly observe and comply with the terms, conditions and provisions of the Contract, in all respects, and shall well and truly and fully do and perform all matters and things undertaken by Contractor to be performed under the Contract, upon the terms set forth therein, and within the time prescribed therein, or as extended as provided in the Contract, with or without notice to the Sureties, and shall indemnify and save harmless the City of Woodburn, the, its officers, employees and agents, ---PAGE BREAK--- against any direct or indirect damages or claim of every kind and description that shall be suffered or claimed to be suffered in connection with or arising out of the performance of the Contract by the Principal or its subcontractors, and shall in all respects perform said contract according to law, then this obligation is to be void; otherwise, it shall remain in full force and effect. Nonpayment of the bond premium will not invalidate this bond nor shall the City of Woodburn, be obligated for the payment of any premiums. This bond is given and received under authority of ORS Chapter 279C, the provisions of which hereby are incorporated into this bond and made a part hereof. Contractor By: Title: Surety By: Attorney-In-Fact ---PAGE BREAK--- Bond No.: Project No.: 2024-017-38 Bid No.: 2025-05 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS that, , as the Principal, and , a corporation organized and existing under the laws of the State of Oregon, and duly authorized to transact a surety business in the State of Oregon, as Surety, are held and firmly bound unto the City of Woodburn, a municipal corporation of the State of Oregon, in the penal sum of $ Dollars $ , lawful money of the United States of America, for the payment whereof well and truly to be made, we and each of us, jointly and severally, bind ourselves, our and each of our heirs, executors, administrators successors and assign, firmly by these presents. WHEREAS, the Principal has entered into a contract with the City of Woodburn, the plans, specifications, terms and conditions of which are contained in the above-referenced Solicitation; WHEREAS, the terms and conditions of the contract, together with applicable plans, standard specifications, special provisions, schedule of performance, and schedule of contract prices, are made a part of this Payment Bond by reference, whether or not attached to the contract (all hereafter called the “Contract”); and WHEREAS, the Principal has agreed to perform the Contract in accordance with the terms, conditions, requirements, plans and specifications, and all authorized modifications of the Contract which increase the amount of the work, the amount of the Contract, or constitute an authorized extension of the time for performance, notice of any such modifications hereby being waived by the Surety, NOW, THEREFORE, THE CONDITION OF THIS BOND IS SUCH: That if the Principal shall faithfully and truly observe and comply with the terms, conditions and provisions of the Contract, in all respects, and shall well and truly and fully do and perform all matters and things by it undertaken to be performed under said Contract and any duly authorized modifications that are made, upon the terms set forth therein, and within the time prescribed therein, or as extended therein as provided in the Contract, with ---PAGE BREAK--- or without notice to the sureties, including the conditions listed in ORS 279.310 to 279.320, and shall indemnify and save harmless the City of Woodburn, its officers, employees and agents, against any claim for direct or indirect damages of every kind and description that shall be suffered or claimed to be suffered in connection with or arising out of the performance of the Contract by the Contractor or its Subcontractors, and shall pay all persons supplying labor, materials or both to the Principal or its Subcontractors for prosecution of the work provided in the Contract; and shall pay all contributions due the State Industrial Accident Fund and the State Unemployment Compensation Fund from the Principal or its Subcontractor in connection with the performance of the Contract; and shall pay over to the Oregon Department of Revenue all sums required to be deducted and retained from the wages of employees of the Principal and its Subcontractors pursuant to ORS 316.167, and shall permit no lien nor claim to be filed or prosecuted against the City of Woodburn on account of any labor or materials furnished; and shall do all things required of the Principal by the laws of this State, then this obligation shall be void; otherwise, it shall remain in full force and effect. Nonpayment of the bond premium will not invalidate this bond nor shall the City of Woodburn, be obligated for the payment of any premiums. This bond is given and received under authority of ORS Chapter 279C, the provisions of which hereby are incorporated into this bond and made a part hereof. Contractor By: Title: Surety By: Attorney-In-Fact ---PAGE BREAK--- Bond No.: Project No.: 2024-017-38 Bid No.: 2025-05 MAINTENANCE/WARRANTY BOND KNOW ALL MEN BY THESE PRESENTS that, as the Principal, and , a corporation organized and existing under the laws of the State of Oregon, and duly authorized to transact a surety business in the State of Oregon, as Surety, are held and firmly bound unto the City of Woodburn, a municipal corporation of the State of Oregon, in the penal sum of $ Dollars $ , lawful money of the United States of America, for the payment whereof well and truly to be made, we and each of us, jointly and severally, bind ourselves, our and each of our heirs, executors, administrators successors and assign, firmly by these presents. WHEREAS, the Principal has entered into a contract with the City of Woodburn, the plans, specifications, terms and conditions of which are contained in the above-referenced Solicitation; WHEREAS, the terms and conditions of the contract, together with applicable plans, standard specifications, special provisions, schedule of performance, and schedule of contract prices, are made a part of this Maintenance/Warranty Bond by reference, whether or not attached to the contract (all hereafter called the “Contract”); and WHEREAS, the Principal has agreed to perform the Contract in accordance with the terms, conditions, requirements, plans and specifications, and all authorized modifications of the Contract which increase the amount of the work, the amount of the Contract, or constitute an authorized extension of the time for performance, notice of any such modifications hereby being waived by the Surety, NOW, THEREFORE, THE CONDITION OF THIS BOND IS SUCH: That the Principal agrees to warrant to the City of Woodburn that the construction is, and will remain for a period of one year from the date of acceptance, free from defects in materials and workmanship. That if the Principal herein shall faithfully and truly observe the terms, provisions, conditions, stipulations, directions, and requirements of the Contract and shall in all respects, whether the same be enumerated herein or not, faithfully comply with the same and shall assume the defense of indemnify and save harmless the City of Woodburn, its ---PAGE BREAK--- officers, agents, and employees from all claims, liabilities, loss, damage or injury which may have been suffered or claimed to have been suffered to persons or property directly or indirectly resulting from or arising out of the operations or conduct of the Principal or any subcontractor in the performance of the work under the Contract and shall indemnify and make whole the City for any injury or damage to any street, highway, avenue, or road or any part thereof, resulting from the operations or conduct of the Principal or any subcontractor in connection with performance or conduct of the work under the Contract, and shall in all respects faithfully keep and observe all of said terms, provision, conditions, stipulations, directions, and requirements, then this obligation is void, otherwise, it shall remain in full force and effect. WITNESS our hand and seals this day of , 2025. Contractor By: Title: Surety By: Attorney-In-Fact ---PAGE BREAK--- NTP Form Revised Dec 2009 NOTICE TO PROCEED PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION PROJECT NAME: SAFE ROUTES TO SCHOOL WOODBURN HIGH SCHOOL BID 2025-05 PROJECT No 2024-017-38 AMOUNT: $ BEGIN DATE: CONTRACTOR: CCB ADDRESS: You are hereby notified to commence work on the referenced Contract and shall complete all Work to be done under the Contract required to fully open all travel lanes and sidewalks, including final ACP wearing course, ADA ramps, and permanent bridge rails, not later than August 24, 2025. The Contractor shall complete all Work to be done under the Contract not later than September 26, 2025. The contract provides for the assessment of liquidated damages for each consecutive calendar day after the above-established contract completion date that the work remains incomplete in the amount of: per day. PM for THE CITY OF WOODBURN: Cole Grube DATE: Contractor: Complete items below this line and return Document to Owner within seven days: CONTRACTOR’S ACCEPTANCE OF THIS NOTICE Receipt of the foregoing Notice to Proceed is hereby acknowledged: SIGNED: TITLE: DATE: ---PAGE BREAK--- PART IV – SPECIAL PROVISIONS ---PAGE BREAK--- ---PAGE BREAK--- Safe Routes to School Woodburn High School Project i TABLE OF CONTENTS FOR SPECIAL PROVISIONS SECTION 00120 – Bidding Requirements and Procedures 2 SECTION 00130 – AWARD AND EXECUTION OF CONTRACT 2 SECTION 00150 - CONTROL OF WORK 2 SECTION 00170 – LEGAL RELATIONS AND RESPONSIBILITIES 4 SECTION 00180 – PROSECUTION AND PROGRESS 5 SECTION 00195 - PAYMENT 5 SECTION 00210 - MOBILIZATION 6 SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC 6 SECTION 00222 – TEMPORARY TRAFFIC CONTROL SIGNS 7 SECTION 00280 - EROSION AND SEDIMENT CONTROL 8 SECTION 00290 - ENVIRONMENTAL PROTECTION 8 SECTION 00330 - EARTHWORK 9 SECTION 00535 - POST-INSTALLED ANCHOR SYSTEMS 9 SECTION 00587 - BRIDGE RAILS SECTION 00641 - AGGREGATE SUBBASE, BASE, AND SHOULDERS SECTION 00730 - EMULSIFIED ASPHALT TACK COAT SECTION 00744 - ASPHALT CONCRETE PAVEMENT SECTION 00759 - MISCELLANEOUS PORTLAND CEMENT CONCRETE STRUCTURES SECTION 00810 - METAL GUARDRAIL SECTION 00858 - SURFACE MOUNTED PLASTIC CURB WITH TUBULAR MARKER SECTION 00867 - TRANSVERSE PAVEMENT MARKINGS - LEGENDS AND BARS SECTION 00902 - CROSSWALK CLOSURE SUPPORTS SECTION 00920 - SIGN SUPPORT FOOTINGS SECTION 00930 - METAL SIGN SUPPORTS SECTION 00960 - COMMON PROVISIONS FOR ELECTRICAL SYSTEMS SECTION 00970 - HIGHWAY ILLUMINATION SECTION 01030 - SEEDING SECTION 02050 – CURING MATERIALS SECTION 02510 – REINFORCEMENT SECTION 02560 - FASTENERS ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 2 SECTION 00120 – Bidding Requirements and Procedures Comply with Section 00120 of the Standard Specifications modified as follows: 00120.00 Prequalification of Bidders – Add the following paragraph to the end of this subsection. A Bidder must file for prequalification; there is no fee. An ODOT prequalification approval letter can be submitted in lieu of prequalifying directly with the City of Woodburn. To prequalify directly with the City, bidders shall make application using the standard form which is available on the City’s website. Bidders shall be prequalified in at least one of the following classes of work: AB, ACP, EART, MHA, PAVE, REIN, SIGN, or TTC. 00120.01 General Bidding Requirements - Replace this subsection, except for the subsection number and title, with the following: Bidders may submit Bids by paper only. No electronic or facsimile Bids will be accepted. SECTION 00130 – AWARD AND EXECUTION OF CONTRACT Comply with Section 00130 of the Standard Specifications modified as follows: 00130.10 Award of Contract – Delete the paragraph that begins “The Agency will provide Notice of Intent…” and replace it with the following: The Agency will provide Notice of Intent to Award on the Agency’s website. SECTION 00150 - CONTROL OF WORK Comply with Section 00150 of the Standard Specifications modified as follows: 00150.15(a) General – Replace this subsection, except for the subsection number and title, with the following: The Contractor shall perform no work until the Contractor establishes field controls. Work performed without field controls will be subject to removal at the Contractor’s expense. 00150.15(b) Agency Responsibilities - Replace this subsection, except for the subsection number and title, with the following: The Engineer will perform the Agency responsibilities described in the Construction Surveying Manual for Contractors, Chapter 1.5 (see Section 00305). ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 3 As necessary, the Contractor shall perform slope staking including intersections and set stakes defining limits for clearing which approximate Right-of-Way and easements. 00150.15(c) Contractor Responsibilities - Replace this subsection, except for the subsection number and title, with the following: The Contractor shall perform the Contractor responsibilities described in the Construction Surveying Manual for Contractors, Chapter 1.6 (see Section 00305). Additionally, the Contractor shall perform earthwork slope staking including intersections and matchlines, and set stakes defining limits for clearing which approximate right-of-way and easements. 00150.50(c) Contractor Responsibilities – Replace the bullet that begins "Protect from damage or disturbance any Utility that remains…" with the following bullet: • Protect from damage or disturbance any Utility that remains within the area in which Work is being performed. Maintain and re-establish location marks according to OAR [PHONE REDACTED](3)(a). Coordinate re-establishment of the location marks with the associated Utility; Replace the bullet that begins "Determine the exact location before excavating within with the following bullet: • Determine the exact location before excavating within the tolerance zone according to OAR [PHONE REDACTED](3)(c); Replace the bullet that begins "In addition to the notification required in OAR [PHONE REDACTED](5), notify the Engineer…" with the following bullet: • In addition to the notification required in OAR [PHONE REDACTED](6), notify the Engineer and the Utility as soon as the Contractor discovers any previously unknown Utility conflicts or issues. Contrary to the OAR, stop excavating until directed by the Engineer and allow the Utility a minimum of two weeks to relocate or resolve the previously unknown Utility issues; and Add the following subsection: 00150.50(g) Utility Information: The organizations listed in Table 00150-1 may own Utilities within the limits of the Project. Table 00150-1 Utility Contact Information NW Natural Blake Johnson, Field Engineering T: [PHONE REDACTED] [EMAIL REDACTED] PGE Melissa Anthony-Morin, Design Project Manager T: [PHONE REDACTED] [EMAIL REDACTED] ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 4 Datavision Jason Riggs, Construction Coordinator T: [PHONE REDACTED] [EMAIL REDACTED] Wavebroadband Jerry Benson, Technical Operations Construction Coordinator C: (503) 307-0350 [EMAIL REDACTED] Lumen Technologies Luis Mendivil, Sr. Network Implementation Program Manager T: [PHONE REDACTED] [EMAIL REDACTED] Comcast Cable Lance Roth, Network Project Manager C: [PHONE REDACTED] [EMAIL REDACTED] The Contractor shall notify, in writing, the Utilities listed above, with a copy to the Engineer, at least 14 Calendar Days before beginning Work on the Project. Within 24 hours of discovering any utility conflicts, the Contractor shall notify the Engineer, in writing. 00150.90(a) On-site Construction Work - Add the following to the end of this subsection: ODOT will conduct a final on-site review of the Project. The Agency will withhold payment of the final payment/invoice request until both the ODOT SRTS Program Manager, or designee, has completed the final review and accepted the Project as complete and (ii) the Agency and ODOT staff have signed the Recommendation of Acceptance Form (ODOT Form No. 737-3560). SECTION 00170 – LEGAL RELATIONS AND RESPONSIBILITIES Comply with Section 00170 of the Standard Specifications modified as follows: 00170.70(a) Insurance Coverages - Add the following to the end of this subsection: The following insurance coverages and dollar amounts are required pursuant to this subsection: Insurance Coverages Combined Single Limit per Occurrence Annual Aggregate Limit Commercial General Liability $1,000,000.00 $2,000,000.00 Commercial Automobile Liability $1,000,000.00 Not Required 00170.70(d) Additional Insured - Add the following paragraph and bullets to the end of this subsection: Add the following as Additional Insureds under the Contract: • The City of Woodburn and its officers, agents, representatives, volunteers and employees • The Commercial General Liability Insurance and Automobile Liability Insurance must include the "State of Oregon, the Oregon Transportation Commission and the ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 5 Department of Transportation, and their respective officers, members, agents and employees" as an endorsed Additional Insured but only with respect to the Contractor's activities to be performed under the contract. Coverage shall be primary and non-contributory with any other insurance and self-insurance. 00170.85(b)(2) General Warranty for Local Agency Projects – Add the following sentence to the end of the paragraph that begins “The Contractor shall warrant all Work and workmanship…”: The value of the Warranty Bond shall be equivalent to ten percent (10%) of the final construction cost. SECTION 00180 – PROSECUTION AND PROGRESS Comply with Section 00180 of the Standard Specifications modified as follows: 00180.41 Project Work Schedules - After the paragraph that begins “One of the following Type…” add the following paragraph: In addition to the “look ahead” Project Work schedule, a Type A schedule as detailed in the Standard Specifications is required on this Contract. Add the following subsection: 00180.50(h) Contract Time - There are two Contract Times on this Project as follows: The Contractor shall complete all Work to be done under the Contract required to fully open all travel lanes and sidewalks, including final ACP wearing course, ADA ramps, and permanent bridge rails, not later than August 24, 2025. The Contractor shall complete all Work to be done under the Contract not later than September 26, 2025. SECTION 00195 - PAYMENT Comply with Section 00195 of the Standard Specifications modified as follows: 00195.10 Payment for Changes in Materials Costs - Replace this subsection, except the name and title, with the following: There are no changes in payments for escalation/de-escalation of materials in this Contract. 00195.50(a)(1) Progress Estimates - Replace the paragraph that begins with “At the same time each month…” with the following paragraph: At the same time each month, the Contractor will make an estimate of the amount and value of the Pay Item Work completed. The Contractor will submit this estimation of quantities to ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 6 the Engineer for agreement on the number of estimated units completed for unit price Pay Items plus the estimated percentage completed of lump sum Pay Items. 00195.50(a)(2) Value of Materials on Hand – Replace the paragraph that begins with “The Engineer will…” with the following paragraph: The Contractor will also make an estimate of the amount and value of acceptable Materials on hand, i.e., already delivered and stored according to 00195.60(a), to be incorporated into the Work and submit this estimation to the Engineer for agreement for Pay Items for this progress payment. 00195.50(b) Retainage - Replace the paragraph that begins "The Agency reserves the right in its sole discretion with the following paragraph: The amount to be retained from progress payments will be 5% of the value of Work accomplished, and will be retained by the Agency until completion of the Work as specified in 00195.50(d). 00195.50(d) Release of Retainage - Replace this entire subsection with the following: The Agency will make payment to the Contractor after the Contractor has made application for payment to the Engineer upon issuance of the Third Notification. SECTION 00210 - MOBILIZATION Comply with Section 00210 of the Standard Specifications modified as follows: 00210.40 Mobilization - Remove the bullet that begins “Obtaining and maintaining…” SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC Comply with Section 00220 of the Standard Specifications modified as follows: 00220.40(e)(2)(a) Holidays – Replace the paragraphs and bullet list that begins “For the purposes of this Section…” with the following paragraphs and bullet list: For the purposes of this Section, legal holidays are as follows: • New Year’s Day • Martin Luther King Jr Day • Presidents Day • Memorial Day • Juneteenth • Labor Day • Veterans Day • Thanksgiving Day • Day After Thanksgiving Day • December 24 ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 7 • Independence Day • December 25 When a holiday falls on Sunday, the following Monday shall be recognized as a legal holiday. When a holiday falls on Saturday, the preceding Friday shall be recognized as a legal holiday. 00220.40(e)(2)(b) Special Events - Add the following to the end of this subsection: The following special events will occur during this Project: • First day of school, August 25th SECTION 00222 – TEMPORARY TRAFFIC CONTROL SIGNS Comply with Section 00222 of the Standard Specifications modified as follows: 00222.40(e) Temporary Sign Placement - Add the following to the end of the bullet list: • At least ten Calendar Days before closing the sidewalk at Front Street/OR214 connector, place a “SIDEWALK CLOSED, Full Time” (CW11-4) sign in advance of each future closure point. Locate the sign so it is legible from the nearest alternate pedestrian pathway facing incoming pedestrian traffic. The sign may be mounted between the panels of a Type II barricade or on a single-post TSS. Do not place the sign or sign support such that it narrows the pedestrian pathway to a width of less than 4 feet. • Before opening the TPAR, place TPAR signing and other TCM as shown, or as directed. Maintain the “SIDEWALK CLOSED, Full Time” (CW11-4) signs while the TPAR is open to pedestrian traffic. • Install "ROAD WORK AHEAD" (W20-1-48) signs on Front Street and OR214 connector, according to the "TCD Spacing Table" shown on the Standard Drawings or as modified by the Plans except do not install the "FINES DOUBLE" rider on concrete barrier mounted signs. • Install beyond each end of the Project, facing outgoing traffic, an "END ROAD WORK" (CG20-2A-24) sign a distance of (A ÷ 2) according to the "TCD Spacing Table" shown on the Standard Drawings or as modified by the Plans. • Install two sign flag boards, as shown on the Standard Drawings, above the following detour and road closed advance warning signs, where applicable: • "DETOUR AHEAD", "DETOUR XXXX FT", "DETOUR X/X MILE" (W20-2) signs. • "ROAD CLOSED AHEAD", "ROAD CLOSED XXXX FT", "ROAD CLOSED X/X MILE" (W20-3) signs. ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 8 SECTION 00280 - EROSION AND SEDIMENT CONTROL Comply with Section 00280 of the Standard Specifications modified as follows: 00280.00 Scope - Replace the paragraph that begins "This Work also consists of providing temporary with the following paragraph: This Work also consists of providing temporary erosion and sediment control (ESC) measures and furnishing, installing, moving, operating, maintaining, inspecting, and removing ESC throughout the Project area according to the Standard Drawings, the erosion and sediment control plan (ESCP), the Specifications, or as directed, until the site is permanently stabilized. Included also is the monitoring of weather, of stormwater and receiving waters, the reporting of monitoring observations, the reporting of corrective actions (when necessary) and the updates and revisions of the ESCP, including ESCP cover sheet, necessary to keep it representative of current site conditions and compliant with the 1200- CA permit if applicable. Delete the paragraph that begins “When contaminants, pollutants or hazardous materials…”. Add the following paragraph to the end of this subsection: The Agency’s NPDES 1200-CA permit is not applicable to this Project. Comply with all applicable conditions of this Section. 00280.04 Erosion and Sediment Control Plan on Agency Controlled Lands - Delete the bullet that begins “Information required under 1200-CA…” 00280.06 Erosion and Sediment Control Manager - Delete this subsection. 00280.15(f)(1) Filter Sock Material - Add the following sentence to the end of this subsection: Furnish filter sock Material with a diameter of 18 inches. SECTION 00290 - ENVIRONMENTAL PROTECTION Comply with Section 00290 of the Standard Specifications modified as follows: 00290.32 Noise Control - Add the following paragraphs to the end of this subsection: Review City of Woodburn Ordinance No. 2312 which describes noise control regulations. Comply with the applicable noise control requirements of the permit for Project Work. Copies of the noise variance permit for this Project are available from the Engineer. ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 9 SECTION 00330 - EARTHWORK Comply with Section 00330 of the Standard Specifications modified as follows: 00330.03 Basis of Performance - Add the following paragraph to the end of this subsection: Perform all earthwork under this Section on the excavation basis. 00330.41(a)(7) Abandoned Pipes and Miscellaneous Matter - Replace this subsection, except for the subsection number and title, with the following: Remove and dispose of all abandoned pipe, Structures, and miscellaneous matter: • Located within 2 feet of the subgrade surface • Located within 2 feet of finished slopes Remove remaining abandoned pipes and structures, or completely fill abandoned pipes and structures with CLSM that meets the requirements of 00442, as directed by the Engineer. Perform removal Work as part of the earthwork. Dispose of waste materials according to 00290.20. 00330.41(a)(9) Excavation Below Grade - Delete subsection 00330.41(a)(9)(c). 00330.80 Measurement - Add the following paragraph after the bulleted list: No field measurement of earthwork items will be performed. The quantity will be the theoretical neat line volume constructed and accepted for each item. If changes are ordered, only the quantity included in the ordered changes will be measured. 00330.91(d) General Excavation - Delete the bullet that begins "Includes Unsuitable Material…". 00330.92 Kinds of Incidental Earthwork - Add the following bullet to the end of the bullet list: • Earthwork required for driveways, curb ramps, and road approaches. Earthwork for driveways, curb ramps, and road approaches will be that which is outside the Neat Line limits shown on the typical sections. SECTION 00535 - POST-INSTALLED ANCHOR SYSTEMS Comply with Section 00535 of the Standard Specifications modified as follows: Add the following subsection: ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 10 00535.45(c) Anchor Test Summary - Test the installed anchors according to 00535.45(a), 00535.45(b), and Section 00165. Replace anchors that fail at no additional cost to the Agency. SECTION 00587 - BRIDGE RAILS Comply with Section 00587 of the Standard Specifications modified as follows: 00587.80 Measurement - Add the following to the end of this subsection: The estimated quantity of bridge rail is: Quantity Structure Rail Type (Foot) Bridge No. 13478 Pedestrian Rail 197 SECTION 00641 - AGGREGATE SUBBASE, BASE, AND SHOULDERS Comply with Section 00641 of the Standard Specifications modified as follows: 00641.10(a) Base and Shoulder Aggregate - In the paragraph that begins "Aggregate for Bases…", add the following sentence after the first sentence: Base aggregate shall be dense-graded and either 1”-0 or 3/4"-0 size. 00641.12 Limits of Mixture - Add the following after the first sentence: Water can be added to aggregate on grade to achieve optimum moisture and compaction. Care must be taken not to segregate the fine materials from the rock in the aggregate. 00641.41 Mixing, Hauling, and Placing - Replace the sentence that begins "Add water to the Aggregate…" with the following two sentences: Add water to the Aggregate while mixing to provide a moisture content according to 00641.12 and paragraph of this subsection. Road mix is not permitted. 00641.44(a)(1) Dense-graded Aggregates - Replace this subsection, except for the subsection number and title, with the following: Begin compaction of each layer of dense-graded Aggregates immediately after the Material is spread. Continue compaction to achieve a minimum of 95 percent of maximum density. Determine maximum density according to AASHTO T 99, Method D, and coarse particle ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 11 correction according to AASHTO T 224. Test in place density according to AASHTO T 310. Determine in place compaction of non-density testable Material according to ODOT TM 158. SECTION 00730 - EMULSIFIED ASPHALT TACK COAT Comply with Section 00730 of the Standard Specifications modified as follows: 00730.90 Payment - Replace this subsection, except for the subsection number and title, with the following: No separate or additional payment will be made for Emulsified Asphalt tack coat. Approximately 0.16 Tons of Emulsified Asphalt in tack coat will be required on this Project. SECTION 00744 - ASPHALT CONCRETE PAVEMENT Comply with Section 00744 of the Standard Specifications modified as follows: 00744.11(a) Asphalt Cement - Add the following to the end of this subsection: Provide PG 64-22 or PG 70-22 grade asphalt cement for this Project. 00744.43(c) Placing – Replace the sentence that begins, “Do not exceed a compacted thickness…”, with the following sentence: Do not exceed a compacted thickness of 3 inches for any Lift. SECTION 00759 - MISCELLANEOUS PORTLAND CEMENT CONCRETE STRUCTURES Comply with Section 00759 of the Standard Specifications modified as follows: Add the following subsection: 00759.13 Architectural Finish - Furnish colored concrete surfacing, use integral coloring agents. Color shall be terracotta, closely matching Federal Standard 595B Color #22203 or Color #32169, and shall meet the requirements of ASTM C979. The Contractor shall provide as-built record of concrete mix design to the City, including quantities of the specific integral color agents used, so the mix can be duplicated for future repairs. All colored concrete shall be accepted based on the Contractor’s ability to produce a quality of work in accordance with the specifications. Areas not having uniform color or other specified requirements shall be removed and replaced at the Contractor's expense. ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 12 00759.42 Foundations - Replace this subsection with the following subsection: 00759.42 Aggregate Base - Before placing concrete, prepare underlying Aggregate Base surfaces according to Section 00641. 00759.90 Payment - After the paragraph that begins “No separate or additional payment will be…” add the following bullet to the end of the bullet list: • Integral colored concrete as specified on the Plans SECTION 00810 - METAL GUARDRAIL Comply with Section 00810 of the Standard Specifications modified as follows: 00810.41 Excavation and Backfill - Add the following paragraph to the end of this subsection: Hand dig guardrail post holes or use other non-invasive methods when posts are located within 24 inches surrounding the outside dimension of all sides of underground utilities as shown or directed. SECTION 00858 - SURFACE MOUNTED PLASTIC CURB WITH TUBULAR MARKER Section 00858, which is not a Standard Specification, is included in this Project by Special Provision. Description 00858.00 Scope - This work consists of furnishing and installing permanent surface mounted plastic curb with tubular marker as shown or directed. Materials 00858.10 Materials - Furnish the following materials: • Plastic curb: White, 40-inch long curb section, eight (8)-inch wide, two (2)-inch tall, with two built in raised pavement markers, and a quick release system for installation of one three (3)-inch diameter tubular marker per 40-inch section • 36-inch white, three (3)-inch diameter round flexible plastic tubular marker/delineator with short squeeze top, with two three (3)-inch wide bands of white, hi-intensity reflective sheeting, and anti-twist reactive spring unit base assembly compatible with plastic curb unit • Bituminous adhesive ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 13 Submit product specifications to the Owner’s Representative prior to installation. Construction 00858.40 Preparation and Installation: General - Install surface mounted plastic curb with tubular marker straight and true to line at the position or spacings shown. Surface Preparation – Remove contaminants from the surface which would adversely affect the bond of the adhesive. Sandblast or steel shot blast the surface to remove all surface contaminants. Use a blast of clean air to remove all loose particles from the surface. Installation – In addition to bolting the base of the surface mounted plastic curb to the surface, bond the surface mounted plastic curb to the surface using an adhesive according to the manufacturer’s recommendations. Apply adhesive for surface mounted plastic curb to a clean, dry surface. Do not install on a joint or crack. To avoid longitudinal cracks and joints, adjust the base up to one half the width of the base. To avoid transverse cracks and joints, adjust base ahead or back of the line plus or minus five inches. Plastic curb and tubular markers are not to be bolted onto bridge deck surfaces. Measurement 00858.80 Measurement - The quantities of surface mounted plastic curb with tubular marker will be measured on the unit basis. Payment 00858.90 Payment - The accepted quantities of surface mounted plastic curb with tubular marker will be paid for at the Contract unit price, per each, for the following item: Pay Item Unit of Measurement Surface Mounted Plastic Curb with Tubular Marker……...Each Item includes plastic curb, raised pavement markers, fittings, tubular marker, bolts, and adhesive. Payment will be payment in full for furnishing and placing all Materials, and for furnishing all Equipment, labor, and Incidentals necessary to complete the Work as specified. No separate or additional payments will be made for preparation work or cleaning up. ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 14 SECTION 00867 - TRANSVERSE PAVEMENT MARKINGS - LEGENDS AND BARS Comply with Section 00867 of the Standard Specifications modified as follows. 00867.90 Payment - Add the following paragraph after the paragraph that begins "Item includes one…": Item includes shared use pedestrian or shared use bicycle stencil and arrows. SECTION 00902 - CROSSWALK CLOSURE SUPPORTS Section 00902, which is not a Standard Specification, is included in this Project by Special Provision. Description 00902.00 Scope - This Work consists of constructing crosswalk closure supports and associated signs as shown. Materials 00902.10 Materials - Furnish Materials meeting the following requirements: Commercial Grade Concrete 00440 Steel 01070.10 and 01070.12 Signs 00940 Construction 00902.40 General - Install crosswalk closure supports and associated signs as shown or directed. Measurement 00902.80 Measurement - The quantities of crosswalk closure supports will be measured on the unit basis. No separate measurement will be made for signs attached to crosswalk closure supports. Payment 00902.90 Payment - The accepted quantities of Work done under this Section will be paid for at the Contract unit price, per each, for the item "Crosswalk Closure Supports". Payment will be payment in full for furnishing and placing all Materials, including signs, and for furnishing all Equipment, labor, and Incidentals necessary to complete the Work as specified. ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 15 SECTION 00920 - SIGN SUPPORT FOOTINGS Comply with Section 00920 of the Standard Specifications modified as follows: 00920.80 Measurement - Add the following to the end of this subsection: The estimated quantities of concrete for minor sign supports are: Support Type Quantity Perforated Steel Square Tube Slip Base Sign Supports 0.18 cu. yd. Perforated Steel Square Tube Anchor Sign Supports 0.72 cu. yd. SECTION 00930 - METAL SIGN SUPPORTS Comply with Section 00930 of the Standard Specifications modified as follows: 00930.80 Measurement - Add the following to the end of this subsection: The estimated quantities of structural steel are as follows: Item Estimated Quantity (Pound) Minor Sign Supports Perforated Steel Square Tube Slip Base Sign Supports 192 Perforated Steel Square Tube Anchor Sign Supports 410 SECTION 00960 - COMMON PROVISIONS FOR ELECTRICAL SYSTEMS Comply with Section 00960 of the Standard Specifications modified as follows: 00960.01 Regulations, Standards, and Codes – Add the following to the end of this subsection: Provide and install an illumination system satisfying the requirements and standards of Portland General Electric (PGE) Option B. Comply with the requirements of the PGE Statement of Streetlight Installation Responsibilities, latest revision. 00960.02 Equipment List and Drawing Submittals – Replace this subsection with the following subsection: 00960.10 Materials – Add the following to the end of this subsection: ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 16 Furnish illumination system electrical materials that are listed on the PGE Approved Street Lighting Equipment list dated January 1, 2024 or latest revision. The list is available at the following website: c4bb3a809e9e4d6c3/Approved_Materials_List.1-24-25.pdf 00960.30 Licensed Electricians – Replace this subsection, except for the subsection number and title, with the following: According to the Oregon Administrative Rule [PHONE REDACTED](1), no person or Entity shall allow any individual to perform electrical work for which the individual is not properly registered or licensed. Every person who installs electrical systems on the Project shall submit a copy of their electrical license or apprentice registration to the Engineer prior to performing any Work. They must be licensed as an S or a J under Oregon Administrative Rule [PHONE REDACTED] or [PHONE REDACTED]. 00960.46 Service Cabinet and Electrical Energy - Add the following to the end of the subsection: Table 00960-1 contains Utility contact information to arrange for the Utility to make electrical hookups: Table 00960-1 Location Utility Utility Contact Person's Name, Email and Phone Number Utility Job Number N Front St/OR- 214 Ramp Portland General Electric Melissa Anthony-Morin [EMAIL REDACTED] [PHONE REDACTED] M4572963 Electrical energy is flat-rated. Meter base is not required. SECTION 00970 - HIGHWAY ILLUMINATION Comply with Section 00970 of the Standard Specifications modified as follows: 00970.00 Scope – Replace this subsection, except for the subsection number and title, with the following: In addition to requirements of Section 00960 install highway illumination according to the following Specifications. Add the following subsection: 00970.01 Regulations, Standards, and Codes - Provide and install PGE street lighting system satisfying the requirements and standards of Portland General Electric (PGE) Option ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 17 B. Comply with the requirements of the PGE Statement of Streetlight Installation Responsibilities, latest revision available at the time of advertisement. 00970.02 Equipment List and Drawings - Replace this subsection with the following subsection: 00970.02 Materials - The street lighting system will be installed under PGE Option B. Provide the materials to install the street light foundation, conduits, conduit bends, junction boxes, ground rods, light poles, arms, luminaires, streetlight wire from the luminaire to the junction box, and any other incidental work required for the installation of the street lights required for PGE Option B. Provide all trench excavation, bedding, and backfill for the installation of the street light conduits. Refer to the following website for PGE installation requirements: Furnish illumination system electrical materials that are listed on the PGE Approved Street Lighting Equipment list of the latest version available at the time of advertisement. The list is available at the following website: c4bb3a809e9e4d6c3/Approved_Materials_List.1-24-25.pdf Add the following subsection: 00970.40 Construction - Install the conduit according to PGE requirements from the street light junction boxes or poles to the power source. The power source is considered the PGE electrical service point of connection. The street lighting conduits may be placed in the same trench as other underground utilities provided the appropriate clearances between conduits are provided. Perform trench excavation and backfill with granular material compacted according to PGE requirements. Notify the Engineer at least 14 Calendar Days before underground work is constructed. The Contractor must receive the Engineer’s approval prior to covering underground work. After the Engineer has accepted the street underground system installed by the Contractor, PGE will install the street light poles, luminaire arms, and luminaires, and pull the cable and wires. Field cutting of conduit bends is not allowed. SECTION 01030 - SEEDING Comply with Section 01030 of the Standard Specifications modified as follows: 01030.13(f) Types of Seed Mixes - Add the following to the end of this subsection: Provide the following seed mix formulas: ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 18 • Permanent Seeding: Botanical Name PLS Specified Rate (Common Name) (lb/acre) Lolimum perenne var Blazer 4 (Blazer 4 Perennial Rye) 90 Lolimum perenne var Express II* (Express II Perennial Rye) 90 Festuca rubra var Windward (Windward Chewings Fescue) 60 Festuca rubra var Garnet (Garnet Creeping Red Fescue) 60 * Oregon Certified Seed 01030.90 Payment – Delete Pay Items and from the Pay Item list. 01030.90 Payment – Replace the unit of measurement for the following Pay Item: Permanent Yard SECTION 02050 – CURING MATERIALS Comply with Section 02050 of the Standard Specifications modified as follows: 02050.10 Liquid Compounds – Replace the paragraph that begins “Furnish liquid membrane-forming curing with the following: Furnish liquid membrane-forming curing compounds from the QPL and meeting the requirements of ASTM C309. Before use, submit two, one quart samples from each lot for testing. Samples will be tested according to ODOT TM 721. Samples are not required for curing compounds used on Commercial Grade Concrete. SECTION 02510 – REINFORCEMENT Comply with Section 02510 of the Standard Specifications modified as follows: 02510.11(c) Coated Reinforcement Ties and Supports - Delete this subsection. 02510.11(d) Epoxy Coating Repair - Delete this subsection. 02510.30(d) Ties and Support - Delete this subsection. 02510.60 Wire Reinforcement - Replace this subsection with the following subsection: ---PAGE BREAK--- Woodburn High School Front Street Safe Routes to School Project 19 02510.60 Ties and Supports - Provide tie wire and supports according to CRSI Manual of Standard Practice. Coated Reinforcement Ties and Supports – Provide nonmetallic coated ties and supports for coated reinforcement, including ties for coated-to-uncoated reinforcement connections. Uncoated Reinforcement Ties and Supports - Tie all mats of galvanized steel bars with galvanized ties. Provide precast concrete blocks with galvanized ties that support galvanized reinforcement. SECTION 02560 - FASTENERS Comply with Section 02560 of the Standard Specifications modified as follows: 02560.60(a)(1) Method 1 – Replace the paragraph that begins “Continue to tighten the nut until…” with the following: Continue to tighten the nut until the nut has turned twice the rotation shown in Table 00560-3 of Section 00560 from its snug-tight position mark for bolt up to 8D (for greater than 8D up to 12D bolt tighten to 1 1/6 turn from snug-tight). ---PAGE BREAK--- PART V – PLANS ---PAGE BREAK--- DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR BJB HHPR CJM WBN-09 R:\04-Salem\WBN (City of Woodburn)\WBN-09 (Woodburn High School Front Street SRTS)\WBN09-DWGS\Sheets\WBN09-01_G-01 - Cover.dwg G-01 COVER ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF WOODBURN STANDARD CONSTRUCTION SPECIFICATIONS AND ANY SPECIAL PROVISIONS INCLUDED AS A PART OF THE APPROVED PLANS. WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT 811 Call before you dig. Know what's below. ATTENTION: UTILITY CONTACTS CITY OF WOODBURN CIVIL ENGINEER COMPANY: HARPER HOUF PETERSON RIGHELLIS INC. CONTACT: CONNER MACLEAN, PE ADDRESS: 530 CENTER STREET NE SUITE 240 SALEM, OREGON 97301 PHONE: (503) 365-1131 EMAIL: [EMAIL REDACTED] COMPANY: CITY OF WOODBURN CONTACT: DAGO GARCIA, PE ADDRESS: 190 GARFIELD STREET WOODBURN, OREGON 97071 PHONE: (503) 982-5248 E-MAIL: [EMAIL REDACTED] OWNER PROJECT LOCATION ALONG NORTH FRONT STREET, FROM THE SOUTHWEST SIDE OF THE MT HOOD AVE (OR 214) OVERPASS TO N BULLDOG DR. SURVEYOR COMPANY: HARPER HOUF PETERSON RIGHELLIS INC. CONTACT: JERROD FUSCO, PLS ADDRESS: 205 SE SPOKANE STREET SUITE 200 PORTLAND, OREGON 97202 PHONE: (503) 221-1131 EMAIL: [EMAIL REDACTED] TRAFFIC ENGINEER COMPANY: DKS ASSOCIATES CONTACT: STEVE BOICE, PE, PTOE ADDRESS: 1050 SW 6TH AVENUE SUITE 600 PORTLAND, OR 97204 PHONE: (503) 243-3500 EMAIL: [EMAIL REDACTED] COMPANY: CENTRAL GEOTECHNICAL SERVICES CONTACT: JULIO VELA, PE, GE ADDRESS: 333 HIGH ST NE SUITE 102 SALEM, OR 97301 PHONE: (503) 866-6667 EMAIL: [EMAIL REDACTED] GEOTECHNICAL ENGINEER LANDSCAPE ARCHITECT COMPANY: HARPER HOUF PETERSON RIGHELLIS INC. CONTACT: JEFFERY CREEL, RLA ADDRESS: 205 SE SPOKANE STREET SUITE 200 PORTLAND, OREGON 97202 PHONE: (503) 221-1131 EMAIL: [EMAIL REDACTED] SHEET INDEX NUMBER TITLE G-01 COVER G-02 GENERAL NOTES & PROJECT INDEX MAP EC-01 EROSION AND SEDIMENT CONTROL PLAN EC-02 EROSION AND SEDIMENT CONTROL DETAILS ST-01 ROADWAY PLAN - STA 13+25 TO STA 18+75 ST-02 ROADWAY PLAN - STA 18+75 TO STA 26+25 ST-03 SOUTH - DETAILED GRADING & CURB RETURN PROFILE ST-04 NORTH - OVERALL GRADING PLAN ST-04A NORTH - DETAILED GRADING PLAN ST-04B NORTH - DETAILED GRADING PLAN ST-04C NORTH - DETAILED GRADING PLAN ST-04D NORTH - CURB RETURN PROFILES D-01 DETAILS D-02 DETAILS D-03 DETAILS D-04 DETAILS D-05 DETAILS LA-01 LANDSCAPE PLAN IL-01 ILLUMINATION LEGEND IL-02 ILLUMINATION PLAN SS-01 SIGNING AND STRIPING LEGEND SS-02 SIGNING AND STRIPING PLAN SS-03 PAVEMENT MARKING DETAILS SS-04 SIGNING DETAILS SS-05 SIGN AND POST DATA TABLE TC-01 CONSTRUCTION STAGING PLAN - STAGE 1 TC-02 CONSTRUCTION STAGING PLAN - STAGE 2 TC-03 CONSTRUCTION STAGING PLAN - STAGE 3 TC-04 TRUCK DETOUR PLAN - STAGE 1 AND 2 TC-05 DETOUR PLAN - STAGE 3 TC-06 TPAR PLAN TC-07 TRAFFIC CONTROL DETAILS VICINITY MAP NTS PROJECT LOCATION N FRONT ST MT HOOD AVE (OR214) MT HOOD AVE (OR214) N FRONT ST N PACIFIC HWY (OR99E) WOODBURN HIGH SCHOOL N BOONES FERRY RD ---PAGE BREAK--- ST-02, LA-01, IL-02, SS-02 TC-01 - TC-03, TC-06 N FRONT ST 103+08 100+00 101+00 102+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 OR214 RAMP N BULLDOG DR (PRIVATE) CP #1 CP #2 CP #3 ST-01, IL-02, SS-02, TC-03, TC-06 1679 N FRONT ST 150 NEWBERG HWY 1785 N FRONT ST ST-03 ST-04 MT HOOD AVE (OR214) OR214 OVERPASS 0 SCALE: 1" = ' 25 50 100 50 DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR BJB HHPR CJM WBN-09 R:\04-Salem\WBN (City of Woodburn)\WBN-09 (Woodburn High School Front Street SRTS)\WBN09-DWGS\Sheets\WBN09-02_G-02 - General Notes & Project Index Map.dwg GENERAL NOTES & PROJECT INDEX MAP G-02 GENERAL NOTES: 1. CONTRACTOR SHALL COMPLY WITH THE 2024 ODOT/APWA EDITION OF THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION AND AS MODIFIED BY THE SPECIAL PROVISIONS. 2. UNLESS APPROVED IN WRITING BY THE CITY ENGINEER, ALL WORK SHALL BE ACCOMPLISHED BETWEEN 7:00 AM AND 7:00 PM., MONDAY THROUGH FRIDAY. 3. CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DRAWINGS AND SPECIFICATIONS, INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET APPLICABLE REQUIREMENTS AND PROVIDE A COMPLETE PROJECT. 4. RESTORATION SHALL BE COMPLETED TO ALL PROPERTIES THAT ARE AFFECTED DUE TO CONSTRUCTION ACTIVITIES. RESTORATION NOT IDENTIFIED WITHIN THE PLANS SHALL BE CONSIDERED INCIDENTAL TO THIS PROJECT. 5. PROPERTY OWNERS/RESIDENTS SHALL HAVE ACCESS TO THEIR PROPERTIES AT ALL TIMES DURING CONSTRUCTION ACTIVITIES. PROVIDE WRITTEN NOTICE TO ALL PROPERTY OWNERS AT LEAST 2 WORK DAYS IN ADVANCE OF WORK IN AND OR CROSSING DRIVEWAYS. 6. ANY INSPECTIONS BY THE ENGINEER AND/OR HIS REPRESENTATIVE SHALL NOT RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE WITH APPLICABLE CODES AND AGENCY REQUIREMENTS. 7. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER THE CITY APPROVED TRAFFIC CONTROL PLAN AND IN ACCORDANCE WITH THE MUTCD (INCLUDING OREGON AMENDMENTS). ALL TRAFFIC CONTROL DEVICES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. CONTRACTOR SHALL NEVER LEAVE THE SITE IN A STATE THAT IS DEEMED, BY THE ENGINEER AND/OR OTHER APPROVED AGENT, TO BE A PUBLIC SAFETY RISK. 8. THE CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF APPROVED PLAN DRAWINGS ON SITE AT ALL TIMES WHEREON HE WILL RECORD ALL APPROVED CHANGES AND/OR DEVIATIONS IN CONSTRUCTION FROM THE APPROVED DRAWINGS, AS WELL AS THE STATION AND DEPTHS OF ALL EXISTING UTILITIES ENCOUNTERED. THESE DRAWINGS SHALL ALWAYS BE AVAILABLE TO THE ENGINEER FOR INSPECTION. 9. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A CLEAN SET OF FIELD RECORD DRAWINGS CONTAINING ALL AS-BUILT INFORMATION TO THE ENGINEER. 10. CONTRACTOR SHALL NOTIFY CITY AND ALL UTILITY COMPANIES A MINIMUM OF 2 WORK DAYS PRIOR TO START OF CONSTRUCTION ACTIVITIES AND COMPLY WITH ALL OTHER REQUIREMENTS OF ORS 757.541 TO 757.571. 11. CONTRACTOR SHALL CONFINE ALL IMPROVEMENT WORK TO WITHIN THE RIGHT-OF-WAY, UNLESS OTHERWISE SHOWN ON PLANS. 12. EROSION CONTROL, DUST CONTROL AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL WORK, ADJACENT PROPERTIES AND ALL FACILITIES FROM EROSION AND SILTATION DURING THE COURSE OF THE WORK. DAMAGE TO EXISTING FACILITIES AND PROPERTIES DUE TO EROSION AND SILTATION SHALL BE CORRECTED AT THE SOLE EXPENSE OF THE CONTRACTOR. 13. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING DUST CONTROL MEASURES TO REDUCE DUST EMISSIONS. 14. THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE COMPILED FROM FIELD SURVEYS, AS-BUILTS, GIS DATA, AND OTHER AVAILABLE RECORDS. THE ENGINEER AND UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY AND NOTIFY THE ENGINEER OF ANY CONFLICTS. 15. THE CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES AT CROSSING LOCATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS AHEAD OF CONSTRUCTION IN ORDER FOR THE ENGINEER TO MAKE NECESSARY DESIGN MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO EXCAVATING OR BORING TO MITIGATE POTENTIAL GRADE CONFLICTS. POTHOLING SHALL BE CONSIDERED INCIDENTAL TO THIS PROJECT. 16. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING PROPERTY AND STREET MONUMENTS PRIOR TO CONSTRUCTION. ANY MONUMENTS DISTURBED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPLACED AND RECORDED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 17. CONTRACTOR SHALL BE AWARE THAT OTHER UTILITIES MAY BE RELOCATED BY OTHERS IN SAME AREA OF CONSTRUCTION SHOWN IN THE PLANS. CONTRACTOR SHALL COORDINATE WORK WITH FRANCHISE UTILITIES. 18. ONLY CITY STAFF CAN OPERATE LIVE WATER VALVES AND FIRE HYDRANTS. COORDINATE WITH THE CITY OF WOODBURN IF OPERATION OF LIVE WATER LINES IS REQUIRED. 19. ALL EXISTING FACILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR UNLESS OTHERWISE SHOWN OR DIRECTED. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN, OR OTHERWISE PROTECT EXISTING UTILITIES AND OTHER FACILITIES AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL LEAVE EXISTING FACILITIES IN AN EQUAL OR BETTER-THAN-ORIGINAL CONDITION AND TO THE SATISFACTION OF THE ENGINEER. 20. UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OR PLACE CONTROLLED DENSITY FILL IN ABANDONED FACILITIES OR AS SPECIFIED IN THE PROJECT PLANS. 21. CONTRACTOR SHALL REMOVE ALL EXISTING SIGNS, MAILBOXES, FENCES, LANDSCAPING, AND ETC. AS REQUIRED TO AVOID DAMAGE DURING CONSTRUCTION AND REPLACE THEM TO EXISTING OR BETTER CONDITION WHEN WORK IS COMPLETED. MAILBOXES SHALL BE TEMPORARILY RELOCATED. MEANS, METHODS AND LOCATIONS AS APPROVED BY THE ENGINEER. 22. ANY AND ALL WELLS, SEPTIC TANKS AND/OR FUEL TANKS ENCOUNTERED DURING CONSTRUCTION SHALL BE PUMPED OUT. CONTRACTOR SHALL THEN ABANDON THEM IN ACCORDANCE WITH DEQ OR OREGON WATER RESOURCES DEPARTMENT REQUIREMENTS. THIS WORK SHALL BE BY PRE-APPROVED CHANGE ORDER FOR EXTRA WORK. 23. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO ENSURE THAT PUBLIC RIGHT-OF-WAYS ARE KEPT CLEAN OF MUD, DUST AND/OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR. 24. CONSTRUCTION ACTIVITIES SHALL BE MONITORED AND MAINTAINED TO ENSURE NO PONDING OF EXCESS WATER OCCURS. 25. WHEN APPROVED BY THE ENGINEER, THE CONTRACTOR SHALL PUMP FLUIDS AND DEBRIS FROM DEWATERING ACTIVITIES INTO THE CITY SANITARY COLLECTION SEWER SYSTEM. 26. GRADES SHOWN ON PLANS SHALL BE ACCOMPLISHED TO THE TOLERANCES INDICATED IN THE STANDARD SPECIFICATIONS WITHIN THE BID DOCUMENTS. 27. ASPHALT CONCRETE PAVEMENT REPAIR SHALL BE EQUAL TO THE THICKNESS OF THE EXISTING SECTION, ADJACENT CONDITIONS OR THE MINIMUM SHOWN ON THE PLANS (WHICHEVER IS GREATEST). 28. AT THE END OF EACH WORKING DAY ALL OPEN TRENCHES SHALL BE BACKFILLED AND ALL TRENCHES SHALL BE TEMPORARILY PAVED. 29. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SURVEYS. 30. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2024 EDITION OF THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. 31. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY OR ENGINEER PRIOR TO ANY IMPLEMENTATION. 32. THE CONTRACTOR SHALL HAVE ALL UTILITY LOCATES PERFORMED PRIOR TO ANY CONSTRUCTION. CALL ONE CALL LOCATE AT LEAST 48 HOURS IN ADVANCE. THE PUBLIC WORKS DEPARTMENT AND ENGINEERING DIVISION SHALL BE CONTACTED IMMEDIATELY IF A CONFLICT EXISTS ([PHONE REDACTED]). 33. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF OR-OSHA INCLUDING THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION. 34. ANY DAMAGE TO EXISTING FEATURES INTENDED TO REMAIN SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. GRADING AND PAVING NOTES: 1. CONSTRUCT ASPHALT CONCRETE PAVEMENT SECTION IN LIFTS ACCORDING TO THE PLANS. ASPHALT CONCRETE MATERIALS AND PLACEMENT SHALL MEET THE REQUIREMENTS OF OSSC 00744. CONTRACTOR IS TO PROVIDE THE OWNER WITH A PAVING MIX CERTIFICATE OF COMPLIANCE FROM THE ASPHALT PAVEMENT PLANT. PAVE ONLY DURING DRY WEATHER. 2. THE CITY HAS THE RIGHT TO PERFORM QA TESTING ON SUBGRADE, BASE ROCK, AND/OR AC AT ANY TIME. THE CITY MAY OR MAY NOT PERFORM QA TESTING. 3. THE CONTRACTOR IS REQUIRED TO PERFORM QC TESTING AT THE CONTRACTOR'S EXPENSE PER ODOT'S REQUIREMENTS. 4. ALL MATERIALS, INSTALLATION, TEST, AND INSPECTIONS ARE TO BE IN STRICT COMPLIANCE WITH THE AGENCY STANDARDS. 5. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING PAVEMENT AND NEW PAVEMENT. APPLY PRIME COAT AT JOINT SURFACES AND SAND SEAL ALL NEW PAVEMENT JOINTS. ---PAGE BREAK--- N FRONT ST 100+00 101+00 102+00 103+00 103+08 100+00 101+00 102+00 103+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 OR214 RAMP 1679 N FRONT ST 150 NEWBERG HWY 1785 N FRONT ST 1 1 1 2 3 EXISTING ROW EXISTING PROPERTY LINE (TYP) EXISTING ROW EXISTING SLOPES AND DRAINAGE EASEMENT EXISTING ROW EXISTING SLOPES AND DRAINAGE EASEMENT (TYP) EXISTING ROW 3 1 EXISTING 12" CONCRETE INLET PIPE 185 180 175 171 185 180 177 177 176 178 180 175 170 165 185 187 186 EXISTING DRAINAGE FLOWLINE (APPROXIMATE) 180 185 181 182 183 184 186 MT HOOD AVE (OR214) N BULLDOG DR (PRIVATE) 4 5 185 180 185 180 175 0 SCALE: 1" = ' 20 40 80 40 DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR BJB HHPR CJM WBN-09 P:\04-Salem\WBN (City of Woodburn)\WBN-09 (Woodburn High School Front Street SRTS)\WBN09-DWGS\Sheets\WBN09-03-EC-01 - ESCP Plan.dwg EROSION AND SEDIMENT CONTROL PLAN EC-01 CONSTRUCTION NOTES: EROSION CONTROL NOTES: 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 3. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMP's THAT MUST BE INSTALLED ARE A GRAVEL CONSTRUCTION ENTRANCE (IF NECESSARY), PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMP'S MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 4. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. 5. THE ESC PLAN MUST BE KEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES. 6. THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION CONTROL REGULATIONS. CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL. 7. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMP's MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. 8. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. 9. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO THE STORMWATER COLLECTION SYSTEM SHALL BE REMOVED OR CLEANED UP IMMEDIATELY, AND NO LATER THAN END OF THE WORK DAY. THE USE OF WATER TRUCKS TO WASH THE MATERIAL OFF THE ROADWAY IS NOT ALLOWED. WATER TRUCKS MAY BE USED IMMEDIATELY BEFORE SWEEPERS OR VACUUM SYSTEMS TO LOOSEN SEDIMENT, PROVIDED THAT DISCHARGE TO THE STORMWATER COLLECTION SYSTEM DOES NOT OCCUR. INSTALL INLET PROTECTION, TYPE 3 PER ODOT STD. DWG. RD1010 ON SHEET EC-02 AT NEXT INLET LEGEND EXISTING RIGHT-OF-WAY (ROW) EXISTING EASEMENT PROPOSED ASPHALT CONCRETE (AC) PROPOSED CONCRETE INLET PROTECTION, TYPE 4 FLOW ARROW INLET PROTECTION, TYPE 3 SEDIMENT BARRIER, TYPE 8 EXISTING CONTOUR 180 PROPOSED MAJOR CONTOUR 180 PROPOSED MINOR CONTOUR 181 EXISTING DRAINAGE FLOWLINE PROPOSED TRUCK APRON CONCRETE SURFACING CONCRETE WASHOUT FACILITY PLASTIC SHEETING CONCRETE WASHOUT FACILITY NTS NOTES: 1. COLLECT AND RETAIN ALL THE CONCRETE WASHOUT WATER AND SOLIDS IN A LEAK PROOF BASIN. 2. INSPECT FREQUENTLY. DO NOT OVERFILL BASIN. 3. RECYCLE MATERIALS: 3.1. WASHWATER RECYCLING: WASHWATER SHOULD BE PASSED THROUGH A FILTER AND TREATMENT SYSTEM TO REMOVE SOLIDS AND REDUCE PH. WASHWATER MAY BE REUSED FOR CONCRETE WASHOUT WATER. DISPOSAL OF WASHWATER SHALL BE AT AN APPROVED DISPOSAL FACILITY. DO NOT DRAIN TO STORM OR SANITARY SYSTEM. 3.2. SOLIDS RECYCLING: COURSE AGGREGATE MATERIALS THAT ARE SEPARATED FROM WASHWATER MAY BE RETURN TO READY MIX PLANT. COORDINATE WITH READY MIX PLANT PRIOR TO CONSTRUCTION. 3.3. HARDENED CONCRETE RECYCLING: ALLOW CONCRETE WASHOUT TO HARDEN IN BASIN. THE HARDENED CONCRETE MAY BE DELIVERED TO RECYCLING PLANTS. PLASTIC SHEETING 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. 2. BARRIER REQUIRED AT TOE OF STOCK PILE. 3. COVERING SHALL BE MAINTAINED IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. MINIMUM 12" OVERLAP OF SEAMS. BARRIER REQUIRED @ TOE OF SLOPE. NOTES: NTS POTENTIAL STAGING/EQUIPMENT STORAGE AREA. IF NEEDED, CONTRACTOR TO COORDINATE ACCESS REQUIREMENTS WITH WOODBURN SCHOOL DISTRICT. CONTACT: CASEY WOOLLEY ([PHONE REDACTED]) 1 INSTALL INLET PROTECTION, TYPE 3 PER ODOT STD. DWG. RD1010 ON SHEET EC-02. 2 INSTALL INLET PROTECTION, TYPE 4 PER ODOT STD. DWG. RD1015 ON SHEET EC-02. 3 INSTALL SEDIMENT BARRIER, TYPE 8 PER ODOT STD. DWG. RD1032 ON SHEET EC-02. 4 INSTALL CONCRETE WASHOUT FACILITY PER DETAIL ON THIS SHEET. LOCATION TO BE DETERMINED BY THE CONTRACTOR. 5 APPROXIMATE LOCATION OF STOCKPILE AREA. CONTRACTOR TO LOCATE ON-SITE. IN PERIODS OF WET WEATHER, INACTIVITY, OR IF THE POTENTIAL FOR WIND EROSION EXISTS, INSTALL PLASTIC SHEETING OVER STOCKPILED MATERIALS PER DETAIL ON THIS SHEET. ---PAGE BREAK--- DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR BJB HHPR CJM WBN-09 P:\04-Salem\WBN (City of Woodburn)\WBN-09 (Woodburn High School Front Street SRTS)\WBN09-DWGS\Sheets\WBN09-03-EC-01 - ESCP Plan.dwg EROSION AND SEDIMENT CONTROL DETAILS EC-02 ---PAGE BREAK--- N FRONT ST EXISTING ROW EXISTING PROPERTY LINE EXISTING ROW 14+00 15+00 16+00 17+00 18+00 EXISTING SLOPES AND DRAINAGE EASEMENT EXISTING 50.0' ROW EXISTING 55.0' ROW A A 8 197 LF 1 4 3 1 5 6 10 P 2 9 R SEE TYPICAL SECTION ON THIS SHEET 4 5 10 P 10.0' MIN TYP 1679 N FRONT ST 150 NEWBERG HWY 22 TYP 10 P TYP: SEE SS SHEETS FOR PROPOSED STRIPING 11.5' TYP 11.5' TYP ODOT BRIDGE NO. 13478 STA: 17+27.71 (CL-N FRONT ST) BEGIN PEDESTRIAN RAIL INSTALLATION 10.0' MIN PROTECTED SHOULDER 8" 11.5' TRAVEL LANE 11.5' TRAVEL LANE 7.4' MIN SHOULDER EXISTING RIGHT-OF-WAY VARIES 50' TO 55' EXISTING CONCRETE BARRIER TO REMAIN STA 17+27.71 TO STA 19+24.74: INSTALL PEDESTRIAN RAIL ON EXISTING CONCRETE BARRIER. SEE ODOT STD. DWG. BR256 ON SHEET D-01. EXISTING CONCRETE BARRIER TO REMAIN EXISTING CENTERLINE STRIPING PROPOSED CENTERLINE STRIPING 3.3' PROPOSED WHITE SURFACE MOUNTED PLASTIC CURB WITH TUBULAR MARKER. SEE INSTALLATION DETAIL THIS SHEET. SEE SS SHEETS FOR MORE INFORMATION. EXISTING CONCRETE BRIDGE DECK TO REMAIN 1.0' BUFFER 0 SCALE: 1" = ' 10 20 40 20 DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR BJB HHPR CJM WBN-09 R:\04-Salem\WBN (City of Woodburn)\WBN-09 (Woodburn High School Front Street SRTS)\WBN09-DWGS\Sheets\WBN09-05_ST-01 - Roadway Plan & Profile.dwg ROADWAY PLAN - STA 13+25 TO STA 18+75 MATCHLINE - STA. 18+75 SEE SHEET ST-02 TYPICAL SECTION - N FRONT STREET AT OR214 OVERPASS (SECTION A-A) NTS ST-01 CONSTRUCTION NOTES: LEGEND EXISTING RIGHT-OF-WAY (ROW) PROPOSED PEDESTRIAN RAIL SAWCUT PROPOSED ASPHALT CONCRETE (AC) PROPOSED CONCRETE 10.0' O/C SPACING (TYP) WHITE SURFACE-MOUNTED PLASTIC CURB WITH TUBULAR MARKER. SEE SS SHEETS FOR MORE INFORMATION. (TUFF CURB XLP BY IMPACT RECOVERY, OR APPROVED EQUAL) EXISTING PAVEMENT ELEVATION (TYP) SURFACE-MOUNTED PLASTIC CURB INSTALLATION DETAIL NTS ELEVATION VIEW 1 CONSTRUCT CONCRETE CURB, CURB AND GUTTER PER MODIFIED ODOT STD. DWG. RD700 ON SHEET D-03. SEE GRADING ON SHEETS ST-03 AND ST-04. 2 CONSTRUCT CONCRETE WALK PER TYPICAL CURB SIDEWALK CROSS SECTION ON MODIFIED ODOT STD. DWG. RD720. SEE SHEET D-03 FOR DETAIL. SEE GRADING ON SHEETS ST-03 AND ST-04. 3 CONSTRUCT ASPHALT PAVEMENT SECTION PER DETAIL ON SHEET D-01. SEE GRADING ON SHEETS ST-03 AND ST-04. 4 SAWCUT EXISTING ASPHALT AND/OR CONCRETE AND REMOVE AS REQUIRED FOR IMPROVEMENTS. 5 MATCH NEW CURB TO EXISTING CURB AND/OR NEW SIDEWALK TO EXISTING SIDEWALK. PROTECT EXISTING CURB AND/OR SIDEWALK TO REMAIN. 6 CONSTRUCT END OF WALK CURB RAMP (BLENDED TRANSITION SHOULDER OPTION EW-4) PER ODOT STD. DWG. RD952 ON SHEET D-05. SEE GRADING ON SHEETS ST-03 AND ST-04A. 8 INSTALL PEDESTRIAN RAIL ON EXISTING CONCRETE BARRIER PER ODOT STD. DWG. BR256 ON SHEET D-01. PROTECT EXISTING CONCRETE BARRIER TO REMAIN. 9 PROTECT OR REMOVE EXISTING SIGN AND POST. SEE SS SHEETS FOR MORE INFORMATION. 10 PROTECT OR REMOVE EXISTING GUARDRAIL AND POSTS. 22 INSTALL WHITE SURFACE-MOUNTED PLASTIC CURB WITH TUBULAR MARKER PER DETAIL ON SHEET ST-01. SEE SS SHEETS FOR MORE INFORMATION. ---PAGE BREAK--- N FRONT ST EXISTING ROW EXISTING ROW 19+00 20+00 21+00 22+00 23+00 24+00 100+00 101+00 102+00 103+00 OR214 RAMP EXISTING ROW EXISTING 15.0' SLOPES AND DRAINAGE EASEMENT EXISTING 40.0' SLOPES AND DRAINAGE EASEMENT EXISTING ROW 1 1 4 18 1 5 2 10 R 17 10 R 9 R 4 1 11 5 9 P 10 P 4 3 2 16 15 3 4 2 10 R 15 12 9 R 2 13 6 4 3 10 P 8 197 LF A A SEE TYPICAL SECTION ON SHEET ST-01 5 5 EXISTING 55.0' ROW 10 P 10.0' MIN TYP 1785 N FRONT ST STA: 103+07.71, 0.00' (CL - OR214 CONNECTION) STA: 23+02.14, 0.00' (CL - N FRONT ST) PROPOSED GRADING BENCH APPROXIMATE GRADING MATCHLINE (3H:1V MAX) 1 1 7 19 19 7 20 20 20 20 20 PROPOSED GRADING BENCH APPROXIMATE GRADING MATCHLINE (3H:1V MAX) 21 22 TYP TYP: SEE SS SHEETS FOR PROPOSED STRIPING 14 PROPOSED LIGHT POLE. SEE IL SHEETS FOR DETAILS. 11.5' TYP 11.5' TYP ODOT BRIDGE NO. 13478 23 23 21 STA: 102+47.98, 25.98' L (CL-OR214 RAMP) STA: 101+48.55, 13.22' L (CL-OR214 RAMP) STA: 19+24.74 (CL-N FRONT ST) END PEDESTRIAN RAIL INSTALLATION 25+00 26+00 N FRONT ST N BULLDOG DR (PRIVATE) EXISTING ROW 1785 N FRONT ST SEE SS SHEETS FOR PROPOSED STRIPING CONSTRUCTION NOTES: DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR BJB HHPR CJM WBN-09 R:\04-Salem\WBN (City of Woodburn)\WBN-09 (Woodburn High School Front Street SRTS)\WBN09-DWGS\Sheets\WBN09-05_ST-01 - Roadway Plan & Profile.dwg MATCHLINE - STA. 18+75 SEE SHEET ST-01 0 SCALE: 1" = ' 10 20 40 20 ST-02 LEGEND EXISTING RIGHT-OF-WAY (ROW) PROPOSED PEDESTRIAN RAIL SAWCUT PROPOSED ASPHALT CONCRETE (AC) PROPOSED CONCRETE DETECTABLE WARNING SURFACE PROPOSED GUARDRAIL MATCHLINE - STA. 24+25 SEE ABOVE MATCHLINE - STA. 24+25 SEE BELOW ROADWAY PLAN - STA 18+75 TO STA 26+25 GRADING MATCHLINE PROPOSED GRADING BENCH PROPOSED TRUCK APRON CONCRETE SURFACING PROPOSED CONDUIT (SEE IL SHEETS) 1 CONSTRUCT CONCRETE CURB, CURB AND GUTTER PER MODIFIED ODOT STD. DWG. RD700 ON SHEET D-03. SEE GRADING ON SHEETS ST-03 AND ST-04. 2 CONSTRUCT CONCRETE WALK PER TYPICAL CURB SIDEWALK CROSS SECTION ON MODIFIED ODOT STD. DWG. RD720. SEE SHEET D-03 FOR DETAIL. SEE GRADING ON SHEETS ST-03 AND ST-04. 3 CONSTRUCT ASPHALT PAVEMENT SECTION PER DETAIL ON SHEET D-01. SEE GRADING ON SHEETS ST-03 AND ST-04. 4 SAWCUT EXISTING ASPHALT AND/OR CONCRETE AND REMOVE AS REQUIRED FOR IMPROVEMENTS. 5 MATCH NEW CURB TO EXISTING CURB AND/OR NEW SIDEWALK TO EXISTING SIDEWALK. PROTECT EXISTING CURB AND/OR SIDEWALK TO REMAIN. 6 CONSTRUCT END OF WALK CURB RAMP (BLENDED TRANSITION SHOULDER OPTION EW-4) PER ODOT STD. DWG. RD952 ON SHEET D-05. SEE GRADING ON SHEETS ST-03 AND ST-04A. 7 CONSTRUCT CONCRETE CURB, LOW PROFILE MOUNTABLE CURB WITH NO LIP PER MODIFIED ODOT STD. DWG. RD700 ON SHEET D-03. SEE GRADING ON SHEET ST-04B AND ST-04C. 8 INSTALL PEDESTRIAN RAIL ON EXISTING CONCRETE BARRIER PER ODOT STD. DWG. BR256 ON SHEET D-01. PROTECT EXISTING CONCRETE BARRIER TO REMAIN. 9 PROTECT OR REMOVE EXISTING SIGN AND POST. SEE SS SHEETS FOR MORE INFORMATION. 10 PROTECT OR REMOVE EXISTING GUARDRAIL AND POSTS. 11 PROTECT EXISTING CATCH BASIN AND ASSOCIATED PIPE. 12 PROTECT EXISTING UTILITY POLE. 13 VERTICALLY ADJUST EXISTING UTILITY BOX TO FINISHED GRADE (BY OTHERS). PROTECT EXISTING CONNECTED SERVICE LINES. CONTRACTOR TO COORDINATE ADJUSTMENT WITH COMCAST IN CONJUNCTION WITH WORK OCCURING AT THIS LOCATION. CONTACT LANCE ROTH ([PHONE REDACTED]) TO COORDINATE ADJUSTMENT. 14 CONSTRUCT MIDWEST GUARDRAIL SYSTEM, TYPE 2A WITH WOOD POSTS PER MODIFIED ODOT STD. DWG. RD406 AND ODOT STD. DWGS. RD402, RD403, RD407 AND RD416. SEE SHEETS D-01 AND D-02 FOR DETAILS. 15 CONSTRUCT PARALLEL CURB RAMP PER MODIFIED ODOT STD. DWG. RD920 ON SHEET D-05. INSTALL DETECTABLE WARNING SURFACE PER ODOT STD. DWGS. RD902 AND RD904 ON SHEET D-04. SEE GRADING ON SHEET ST-04A AND ST-04C. 16 CONSTRUCT ACCESSIBLE ROUTE ISLAND PER DETAIL ON SHEET D-04. INSTALL DETECTABLE WARNING SURFACES PER ODOT STD. DWG. RD902 AND MODIFIED ODOT STD. DWG. RD906 ON SHEET D-04. SEE GRADING ON SHEET ST-04C. 17 INSTALL GUARDRAIL TERMINAL, NON-FLARED MSKT PER ODOT STD. DWG. RD420 ON SHEET D-02. 18 CONNECT TO EXISTING GUARDRAIL AND CONSTRUCT GUARDRAIL HEIGHT CONVERSION, TYPE 2A WITH WOOD POSTS PER ODOT STD. DWG. RD481 ON SHEET D-03. 19 CONSTRUCT TRUCK APRON CONCRETE SURFACING WITH TERRACOTTA COLOR PER SECTION DETAIL ON SHEET D-01. SEE GRADING ON SHEET ST-04B AND ST-04C. 20 CONSTRUCT CONCRETE CURB, STANDARD CURB PER MODIFIED ODOT STD. DWG. RD700 ON SHEET D-03. SEE GRADING ON SHEETS ST-04A THROUGH ST-04C. 21 RELOCATE EXISTING COMMUNICATION UTILITY (BY OTHERS). 22 INSTALL WHITE SURFACE-MOUNTED PLASTIC CURB WITH TUBULAR MARKER PER DETAIL ON SHEET ST-01. SEE SS SHEETS FOR MORE INFORMATION. 23 POSITION CROSSWALK CLOSURE BARRICADE IN CONCRETE WALK PER MODIFIED ODOT STD. DWG. TM240 ON SHEET D-05. SEE SS SHEETS FOR MORE INFORMATION. ---PAGE BREAK--- 13+75 14+00 14+25 14+50 N FRONT ST EXISTING SLOPES AND DRAINAGE EASEMENT 9.7' 8.0' 11.0' 18.5' 10.0' 10.0' 17.3' 11.0' 177.43 AC MATCH 177.85 TC 177.40 G MATCH 178.18 TC 177.68 G 177.79 AC MATCH 177.89 AC MATCH 177.75 TC 177.75 G 177.45 AC MATCH 177.59 SW/AC 178.03 SW 177.71 SW MATCH 177.78 SW MATCH 1.9% 4.0% 1.5% 4.0% 1.9% 0.7% 0.9% 1.0% 0.7% 1.5% 4" EXP 177.82 TC 177.49 G 0.4% 1.2% 1.0% 178 178 176 177 1+00 1+51 5.0' TYP 8.0' EXISTING ROW (TYP) PROTECT EXISTING GUARDRAIL 3.1% 1.7% 177.78 AC MATCH 177 9.2' 1679 N FRONT ST EXISTING PROPERTY LINE (TYP) 8.5' CR-01 SEE CURB RETURN PROFILE BELOW 176 177 178 179 180 176 178 180 1+00 1+10 1+20 1+30 1+40 1+50 0.65% 0.42% 1.02% GRADE BREAK STA = 1+00.00 ELEV = 177.40 GRADE BREAK STA = 1+38.07 ELEV = 177.75 GRADE BREAK STA = 1+46.07 ELEV = 177.78 GRADE BREAK STA = 1+27.04 ELEV = 177.68 FG AT GUTTER FLOWLINE EG AT GUTTER MATCH EXISTING CURB MATCH EXISTING ASPHALT DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR BJB HHPR CJM WBN-09 SOUTH - DETAILED GRADING & CURB RETURN PROFILE ST-03 0 SCALE: 1" = '5 10 5 LEGEND EXISTING RIGHT-OF-WAY (ROW) PROPOSED ASPHALT CONCRETE (AC) PROPOSED CONCRETE ABBREVIATIONS AC ASPHALT CONCRETE EG EXISTING GRADE EXP EXPOSURE FG FINISH GRADE G GUTTER MATCH MATCH EXISTING SW SIDEWALK TC TOP CURB HORIZ. SCALE: 1" = VERT. SCALE: 1" = CR-01 PROFILE 5' 1' EXISTING CONTOUR 180 PROPOSED MAJOR CONTOUR 180 PROPOSED MINOR CONTOUR 181 GENERAL GRADING NOTES: 1. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING GRADE ELEVATIONS DIFFER SUCH THAT MATCHING EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. 2. ALL CURBS ARE TO HAVE 6" REVEAL UNLESS NOTED OTHERWISE. 3. ALL CONCRETE SIDEWALK REMOVAL SHALL BE TO THE NEAREST WEAKENED PLANE JOINT OR SCORE MARK. PROPOSED SAWCUT ---PAGE BREAK--- 21+00 21+50 22+00 22+50 23+00 23+50 OR214 RAMP N FRONT ST EXISTING 15.0' SLOPES AND DRAINAGE EASEMENT EXISTING ROW 175 175 180 171 171 172 172 173 173 174 174 176 176 177 177 178 179 181 182 183 184 180 185 176 177 178 179 181 182 183 184 186 180 177 178 179 181 182 185 182 183 184 186 187 CL - OR214 RAMP STA: 103+07.71 CL - N FRONT ST STA: 23+02.14 185 182 183 184 186 187 185 184 186 187 187 183 180 185 179 181 182 183 184 186 3+90 1+87 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 1785 N FRONT ST CR-03 SEE CURB RETURN PROFILE ON SHEET ST-04D CR-02 SEE CURB RETURN PROFILE ON SHEET ST-04D 185 186 175 180 176 177 178 179 181 187 180 185 181 182 183 184 186 175 180 185 176 177 178 179 181 182 183 184 101+00 101+50 102+00 102+50 103+00 185 183 184 186 ST-04A ST-04A ST-04B ST-04C 185 184 186 187 185 186 185 183 184 DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR BJB HHPR CJM WBN-09 NORTH - OVERALL GRADING PLAN ST-04 0 SCALE: 1" = ' 5 10 20 10 LEGEND EXISTING RIGHT-OF-WAY (ROW) PROPOSED ASPHALT CONCRETE (AC) PROPOSED CONCRETE DETECTABLE WARNING SURFACE PROPOSED GUARDRAIL EXISTING CONTOUR 180 PROPOSED MAJOR CONTOUR 180 PROPOSED MINOR CONTOUR 181 LEGEND GRADING MATCHLINE GRADING BENCH PROPOSED TRUCK APRON CONCRETE SURFACING ---PAGE BREAK--- 21+25 21+50 21+75 22+00 22+25 N FRONT ST EXISTING ROW 180 179 181 182 183 184 1.5% 2.8% 1.2% 1.1% 4.0% 1.3% 1.5% 5.2% 6.8% 0.5% 2.7% 22.0' 10.0' 10.0' 20.2' 12.7' 1.1% 1.5% 1.5% 5.5% 1.3% 6.4% 1.5% 1.5% 1.6% 1.5% 10.0' 5.0' 6.3' 6.3' 10.0' 10.0' 10.0' 186.41 TC 186.41 G 186.25 SW/AC PC STA: 21+40.21, 9.69' L (CL-N FRONT ST) 187.02 TC 186.52 G 187.13 SW PCC STA: 21+87.62, 19.03' L (CL-N FRONT ST) 186.44 TC 185.94 G 186.59 TC 186.59 SW 185.40 TC 185.40 G 186.02 TC 185.52 SW 185.22 TC 185.22 G 185.87 TC 185.37 SW 185.69 TC 185.69 SW 185.56 TC 185.06 G 185.61 SW 8" EXP 185.46 TC 184.79 G 186.05 AC MATCH 186.41 AC MATCH 1 2 185 186 187 187 1+87 2+00 2+50 3+00 5.0% 5.0' TYP 2.2% 2.5% APROXIMATE GRADING MATCHLINE (3H:1V MAX) 8.0' 186.30 AC MATCH PROTECT EXISTING GUARDRAIL 186.61 AC MATCH 180 185 181 182 183 184 186 186.86 FG 186.90 FG 186.60 TC 186.10 G 186.70 TC 186.20 G 186.76 TC 186.26 G 186.86 TC 186.36 G 13.6' 8.2' 5.1' 8.2' 13.6' 187.01 SW 186.92 SW 186.86 SW 186.75 SW 1.1% 1.4% 1.3% 1.5% 1.5% 1.5% 1.5% 1.2% 1.2% 1.2% 1.0% 1.2% 10.8' 1.2% 1.2% 1.2% 1.2% 1.2% 10.0' 10.0' CR-02 SEE CURB RETURN PROFILE ON SHEET ST-04D 185 186 180 185 179 181 182 183 184 186 180 179 181 182 183 185 183 184 186 GRADING BENCH (TYP) OR214 RAMP 2.0' 187.04 FG 186.85 FG 186.78 FG 186.80 FG 2.0% CL-N FRONT ST OR214 RAMP 76 177 180 179 11.7% 14.8% 0.0% 22.5' 10.0' 185. 185. 185.61 SW PT STA: 101+93.81, 39.38' R (CL-OR214 RAMP) 182.89 G 182.38 TC 182.38 G 182.38 SW/AC 178.53 AC MATCH 179.72 AC MATCH 185 184 183 180 179 181 3+90 3+50 APROXIMATE GRADING MATCHLINE (3H:1V MAX) GRADING BENCH (TYP) 180.61 AC R30.0' 6.3% CR-02 SEE CURB RETURN PROFILE ON SHEET ST-04D 4.1' 175 180 176 177 178 179 181 182 183 184 1 181 16.7' 182 183 184 2 180 2.0' 6.3% 175 175 176 176 177 178.93 AC MATCH PT STA: 101+93.81 (CL - OR214 RAMP) PT OFFSET: 39.38' R PCC STA: 21+87.62 (CL - N FRONT ST) PCC OFFSET: 19.03' L PC STA: 21+40.21 (CL - N FRONT ST) PC OFFSET: 9.69' L PC GUT ELEV: 186.52 PCC GUT ELEV: 185.94 PCC GUT ELEV: 185.94 PT GUT ELEV: 182.89 PCC STA: 21+87.62 (CL - N FRONT ST) PCC OFFSET: 19.03' L R=50.00 L=67.96 T=40.40 D=77°52'30" R=125.00 L=48.62 T=24.62 D=22°17'15" ABBREVIATIONS: AC ASPHALT CONCRETE BC BOTTOM OF CURB EG EXISTING GRADE EXP EXPOSURE FG FINISH GRADE G GUTTER LPMC LOW PROFILE MOUNTABLE CURB MATCH MATCH EXISTING PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PT POINT OF TANGENT SW SIDEWALK TC TOP CURB DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR BJB HHPR CJM WBN-09 NORTH - DETAILED GRADING PLAN ST-04A 0 SCALE: 1" = '5 10 5 GENERAL GRADING NOTES: 1. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING GRADE ELEVATIONS DIFFER SUCH THAT MATCHING EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. 2. ALL CURBS ARE TO HAVE 6" REVEAL UNLESS NOTED OTHERWISE. 3. ALL CONCRETE SIDEWALK REMOVAL SHALL BE TO THE NEAREST WEAKENED PLANE JOINT OR SCORE MARK. MATCHLINE - SEE ABOVE MATCHLINE - SEE BELOW 0 SCALE: 1" = '5 10 5 CURB RETURN DATA 1 2 LEGEND PROPOSED ASPHALT CONCRETE (AC) PROPOSED CONCRETE DETECTABLE WARNING SURFACE PROPOSED GUARDRAIL EXISTING CONTOUR 180 PROPOSED MAJOR CONTOUR 180 PROPOSED MINOR CONTOUR 181 LEGEND GRADING MATCHLINE GRADING BENCH PROPOSED SAWCUT EXISTING RIGHT-OF-WAY (ROW) PROPOSED CONDUIT (SEE IL SHEETS) ---PAGE BREAK--- R=400.00 L=70.34 T=35.26 D=10°04'34" PC STA: 101+92.71 (CL - OR214 RAMP) PC OFFSET: 6.20' L PT STA: 102+60.03 (CL - OR214 RAMP) PT OFFSET: 15.26' L PC GUT ELEV: 182.81 PT GUT ELEV: 185.88 170 175 180 171 172 173 174 176 177 178 179 181 182 3.1% 1.2% 1.5% 3.4% 4.5% 1.5% 1.5% 4.0% 4.7% 4.7% 4.6% 4.0% 29.4' 40.9' 30.3' 15.0' 5.0' 185. 185.30 TC 184.80 G 14.7' 181.44 SW MATCH 181.23 TC 180.66 G MATCH 181.40 TC 180.90 G 181.51 SW PC STA: 101+92.71, 6.20' L (CL-OR214 RAMP) 183.31 TC 182.81 BC 183.42 SW 185.20 TC 184.70 BC 185.31 SW PT STA: 10 (CL-OR214 186.38 TC 185.88 BC 4.0% 4.6% 4.7% 3 185 182 183 184 186 4+00 4+50 5+00 7.0' 6.3% APROXIMATE GRADING MATCHLINE (3H:1V MAX) GRADING BENCH (TYP) CR-03 SEE CURB RETURN PROFILE ON SHEET ST-04D 185 4.7% 7.0' 101+50 102+00 102+50 185 183 184 OR214 RAMP PT STA: 101+91.83, 2.12' L (CL-OR214 RAMP) 182.79 TC 182.54 G 184.64 TC 184.39 G 7.0' R100' 180 181 182 183 184 180 181 182 183 184 CR-03 SEE CURB RETURN PROFILE ON SHEET ST-04D 4.6% TRANSITION LOW PROFILE MOUNTABLE CURB INTO PROPOSED GUTTER PAN 0.5% 180 181 182 183 184 0" LIP WITH 3" RISE 4.0% PC STA (CL-OR 185.83 32.3' 39.9' 4.5% 0" LIP WITH 3" RISE 16.0' 3 14.2' 4.7% PC LPMC STA: 101+64.08, 4.76' L (CL-OR214 RAMP) 181.43 G 11.3' 28.3' 182.60 TC 182.10 BC OR214 RAMP 181.39 FG MATCH 183.38 FG 182.77 FG MATCH 185.09 FG 182.36 FG MATCH 10.6' 2.0% 2.0' GRADING BENCH (TYP) APROXIMATE GRADING MATCHLINE (3H:1V MAX) 4.0% EX 185 184 186 185 183 184 185.8 185.6 185.27 TC 182.00 G 3.9% CL-OR214 RAMP PROPOSED LIGHT POLE AND JUNCTION BOX SEE IL SHEETS FOR DETAILS. 5.0' 10.0' 0.5% TER PAN SLOPE FROM ISLAND ABBREVIATIONS AC ASPHALT CONCRETE BC BOTTOM OF CURB EG EXISTING GRADE EXP EXPOSURE FG FINISH GRADE G GUTTER LPMC LOW PROFILE MOUNTABLE CURB MATCH MATCH EXISTING PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PT POINT OF TANGENT SW SIDEWALK TC TOP CURB DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR BJB HHPR CJM WBN-09 NORTH - DETAILED GRADING PLAN ST-04B 0 SCALE: 1" = '5 10 5 GENERAL GRADING NOTES: 1. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING GRADE ELEVATIONS DIFFER SUCH THAT MATCHING EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. 2. ALL CURBS ARE TO HAVE 6" REVEAL UNLESS NOTED OTHERWISE. 3. ALL CONCRETE SIDEWALK REMOVAL SHALL BE TO THE NEAREST WEAKENED PLANE JOINT OR SCORE MARK. MATCHLINE - SEE ST-04C CURB RETURN DATA 3 LEGEND PROPOSED ASPHALT CONCRETE (AC) PROPOSED CONCRETE DETECTABLE WARNING SURFACE PROPOSED GUARDRAIL EXISTING CONTOUR 180 PROPOSED MAJOR CONTOUR 180 PROPOSED MINOR CONTOUR 181 LEGEND GRADING MATCHLINE GRADING BENCH PROPOSED SAWCUT PROPOSED TRUCK APRON CONCRETE SURFACING EXISTING RIGHT-OF-WAY (ROW) PROPOSED CONDUIT (SEE IL SHEETS) ---PAGE BREAK--- R=400.00 L=70.34 T=35.26 D=10°04'34" R=50.00 L=47.34 T=25.61 D=54°14'59" PC STA: 101+92.71 (CL - OR214 RAMP) PC OFFSET: 6.20' L PT STA: 102+60.03 (CL - OR214 RAMP) PT OFFSET: 15.26' L PC STA: 102+78.38 (CL - OR214 RAMP) PC OFFSET: 19.00' L PT STA: 23+50.14 (CL - N FRONT ST) PT OFFSET: 14.18' L PC GUT ELEV: 182.81 PT GUT ELEV: 185.88 PC GUT ELEV: 186.34 PT GUT ELEV: 186.66 22+50 22+75 23+00 23+25 23+50 23+75 EXISTING 15.0' SLOPES AND DRAINAGE EASEMENT EXISTING ROW 185 184 186 187 1.5% 2.7% 1.5% 2.7% 7.3% 1.5% 7.3% 1.5% 1.5% 7.5% 1.5% 6.0% 0.6% 1.5% 0.5% 0.5% 1.6% 0.5% 4.0% 2.7% 2.7% 1.3% 0.9% 1.3% 0.5% 20.9' 10.0' 6.3' 29.4' 6.5' 5.0' 5.0' 9.8' 185.75 TC 185.25 G 185.90 TC 185.40 G 186.56 TC 186.06 G 186.40 TC 185.90 G 186.07 TC 185.57 G 185.96 TC 185.46 G 185.30 TC 184.80 G 185.28 TC 184.78 G 11.8' 10.0' 14.7' PT STA: 102+60.03, 15.26' L (CL-OR214 RAMP) 186.38 TC 185.88 BC 186.64 TC 186.14 BC 186.28 TC 186.28 BC 186.53 SW 186.93 TC 186.43 SW 186.79 TC 186.79 SW 187.08 TC 186.58 SW 187.17 TC 187.17 SW 187.02 TC 186.52 BC PT STA: 23+50.14, 14.18' L (CL-N FRONT ST) 187.16 TC 186.66 G 187.31 SW 187.27 TC 186.75 G MATCH 187.43 SW MATCH 186.43 TC 186.43 BC 1.8% 1.5% 1.5% 1.1% CL - OR214 RAMP STA: 103+07.71 CL - N FRONT ST STA: 23+02.14 186.85 AC MATCH 4.0% 4 186 187 4 5+00 5+50 6+00 R2' R10' R3' PC STA: 102+78.38, 19.00' L (CL-OR214 RAMP) 186.34 TC/BC 10.0' 10.0' 10.0' 10.0' 5.0' TYP 5.0% 5.3% CR-03 SEE CURB RETURN PROFILE ON SHEET ST-04D 185 186 186.75 AC MATCH 186.76 AC MATCH 187 4.0% 4.5% 5.0% 11.0' PROTECT EXISTING MONUMENT 10.0' 102+50 103+00 0.7% 0.8% 4.6' 6.5' 0.5% 0.5% 0.5% 0.8% 1.5% 1.5% 10.8' 187.36 SW 187.38 SW 185 186 N FRONT ST 4.0% 187.19 TC 186.69 G 0.8% 10.0' 12.6' 187.22 TC 186.72 G PT STA: 23+27.58, 14.18' L (CL-N FRONT ST) 186.73 TC 186.48 G 40.9' 186.03 G 11.8' PC STA: 102+64.08, 2.31' R (CL-OR214 RAMP) 185.83 G 32.3' 1.1% 1.7% 1.8% 2.0% 4.5% 0" LIP WITH 3" RISE 0" LIP WITH 3" RISE 10.0' 6.7' 16.0' R50' 3 185 186 APROXIMATE GRADING MATCHLINE (3H:1V MAX) GRADING BENCH (TYP) OR214 RAMP 187.12 TC TRANSITION LOW PROFILE MOUNTABLE CURB INTO PROPOSED GUTTER PAN 2.0% 1.8% 5.0' 5.0' 186.33 TC 186.08 G 185.86 TC 185.61 G 186.38 FG 184.22 FG MATCH 7.3' 2.0% 2.0% 2.0% 186.68 FG 187.13 FG 2.0' 186.05 TC 185.85 TC 185.27 TC 184.77 G 186.58 G 186.80 BC 0.5% 2.7% 5.1% CL-OR214 RAMP CL-N FRONT ST 185 186 187 186.99 FG 186.82 FG 2.0% 187.27 FG 187.32 FG 187.34 FG EXISTING ROW 10.0' REVERSE GUTTER PAN SLOPE TO DRAIN AWAY FROM ISLAND 0.8% 184.71 GL ABBREVIATIONS AC ASPHALT CONCRETE BC BOTTOM OF CURB EG EXISTING GRADE EXP EXPOSURE FG FINISH GRADE G GUTTER GL GUTTER PAN LIP LPMC LOW PROFILE MOUNTABLE CURB MATCH MATCH EXISTING PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PT POINT OF TANGENT SW SIDEWALK TC TOP CURB DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR BJB HHPR CJM WBN-09 NORTH - DETAILED GRADING PLAN ST-04C 0 SCALE: 1" = '5 10 5 GENERAL GRADING NOTES: 1. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING GRADE ELEVATIONS DIFFER SUCH THAT MATCHING EXISTING ELEVATIONS CREATES SEVERE SLOPES, ADVERSE DRAINAGE, OR AFFECTS PROPOSED DESIGN INTENTION. 2. ALL CURBS ARE TO HAVE 6" REVEAL UNLESS NOTED OTHERWISE. 3. ALL CONCRETE SIDEWALK REMOVAL SHALL BE TO THE NEAREST WEAKENED PLANE JOINT OR SCORE MARK. MATCHLINE - SEE ST-04B CURB RETURN DATA 3 4 LEGEND PROPOSED ASPHALT CONCRETE (AC) PROPOSED CONCRETE DETECTABLE WARNING SURFACE PROPOSED GUARDRAIL EXISTING CONTOUR 180 PROPOSED MAJOR CONTOUR 180 PROPOSED MINOR CONTOUR 181 LEGEND GRADING MATCHLINE GRADING BENCH PROPOSED SAWCUT PROPOSED TRUCK APRON CONCRETE SURFACING EXISTING RIGHT-OF-WAY (ROW) PROPOSED CONDUIT (SEE IL SHEETS) ---PAGE BREAK--- 178 179 180 181 182 183 184 185 186 187 178 180 182 184 186 1+871+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 3+90 -1.18% -2.67% -1.50% 1.33% 0.50% PVI STA: 3+63.46 PVI ELEV: 179.65 K: 4.20 LVC: 40.00 BVCS: 3+43.46 BVCE: 182.28 EVCS: 3+83.46 EVCE: 178.93 PVI STA: 3+23.46 PVI ELEV: 184.92 K: 3.43 LVC: 40.00 BVCS: 3+03.46 BVCE: 185.22 EVCS: 3+43.46 EVCE: 182.28 EG AT GUTTER FG AT GUTTER FLOWLINE RAMP THROAT 3.62% EVCE: 3+43.46 EVCE: 182.28 BVCE: 3+43.46 BVCE: 182.28 GRADE BREAK STA = 1+92.00 ELEV = 186.30 GRADE BREAK STA = 2+70.62 ELEV = 185.94 GRADE BREAK STA = 2+90.80 ELEV = 185.40 GRADE BREAK STA = 2+00.00 ELEV = 186.41 GRADE BREAK STA = 2+22.00 ELEV = 186.52 MATCH EXISTING ASPHALT MATCH EXISTING ASPHALT 180 181 182 183 184 185 186 187 188 180 182 184 186 188 4+00 4+10 4+20 4+30 4+40 4+50 4+60 4+70 4+80 4+90 5+00 5+10 5+20 5+30 5+40 5+50 5+60 5+70 5+80 5+90 6+00 6+05 4.00% 2.70% 1.32% 0.50% 0.92% 1.32% -1.36% 4.72% 4.62% GRADE BREAK STA = 4+00.00 ELEV = 180.66 GRADE BREAK STA = 5+15.79 ELEV = 185.88 GRADE BREAK STA = 5+30.60 ELEV = 186.28 GRADE BREAK STA = 5+41.93 ELEV = 186.43 GRADE BREAK STA = 6+00.60 ELEV = 186.75 GRADE BREAK STA = 5+51.93 ELEV = 186.52 GRADE BREAK STA = 5+72.93 ELEV = 186.80 GRADE BREAK STA = 5+82.94 ELEV = 186.66 GRADE BREAK STA = 4+45.45 ELEV = 182.81 GRADE BREAK STA = 4+86.35 ELEV = 184.70 MATCH EXISTING CURB EG AT GUTTER FG AT GUTTER FLOWLINE RAMP THROAT MATCH EXISTING CURB GUTTER TRANSITION TO LOW PROFILE MOUNTABLE CURB DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR BJB HHPR CJM WBN-09 NORTH - CURB RETURN PROFILES ST-04D HORIZ. SCALE: 1" = VERT. SCALE: 1" = CR-02 PROFILE 10' 2' HORIZ. SCALE: 1" = VERT. SCALE: 1" = CR-03 PROFILE 10' 2' ---PAGE BREAK--- DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR BJB HHPR CJM WBN-09 R:\04-Salem\WBN (City of Woodburn)\WBN-09 (Woodburn High School Front Street SRTS)\WBN09-DWGS\Sheets\WBN09-08_D-01 - Details.dwg DETAILS D-01 ASPHALT PAVEMENT SECTION NTS 6" AC PAVEMENT (2 EQUAL LIFTS), LEVEL 3, 12" DENSE, PG 64-22 OR PG 70-22 COMPACTED SUBGRADE 12" OF 1"-0 AGGREGATE BASE SUBGRADE GEOTEXTILE TRUCK APRON CONCRETE SURFACING SECTION NTS 6" OF PCC (TERRACOTTA COLOR) COMPACTED SUBGRADE BASE 6" OF 1"-0 AGGREGATE BASE SUBGRADE GEOTEXTILE LOW PROFILE MOUNTABLE CURB LIP) SEE MODIFIED RD700 ON SHEET D-03. STANDARD CURB SEE MODIFIED RD700 ON SHEET D-03. WIDTH VARIES, SEE PLAN ASPHALT ROADWAY ---PAGE BREAK--- DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR BJB HHPR CJM WBN-09 R:\04-Salem\WBN (City of Woodburn)\WBN-09 (Woodburn High School Front Street SRTS)\WBN09-DWGS\Sheets\WBN09-08_D-01 - Details.dwg DETAILS D-02 Back of proposed concrete walk Concrete walk THIS DETAIL HAS BEEN MODIFIED BY HHPR ---PAGE BREAK--- DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR BJB HHPR CJM WBN-09 R:\04-Salem\WBN (City of Woodburn)\WBN-09 (Woodburn High School Front Street SRTS)\WBN09-DWGS\Sheets\WBN09-08_D-01 - Details.dwg DETAILS D-03 THIS DETAIL HAS BEEN MODIFIED BY HHPR Standard = 6" 2' Standard E=6" THIS DETAIL HAS BEEN MODIFIED BY HHPR 16" No lip ---PAGE BREAK--- DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR BJB HHPR CJM WBN-09 R:\04-Salem\WBN (City of Woodburn)\WBN-09 (Woodburn High School Front Street SRTS)\WBN09-DWGS\Sheets\WBN09-08_D-01 - Details.dwg DETAILS D-04 THIS DETAIL HAS BEEN MODIFIED BY HHPR ACCESSIBLE ROUTE ISLAND NTS A A B B FINISH GRADE TOP OF CUT-THROUGH SURFACING TOP OF ADJACENT ISLAND CURB AND GUTTER DEPRESSED AT CUT-THROUGH OPENING (TYP) PAY LIMIT CONCRETE ISLANDS CURB AND GUTTER (TYP) PAY LIMIT CONCRETE ISLANDS CUT-THROUGH WIDTH SEE PLANS SECTION A-A CURB AND GUTTER (TYP) RAISED CONCRETE ISLAND RAISED CONCRETE ISLAND CURB AND GUTTER DEPRESSED AT CUT-THROUGH OPENING (TYP) SECTION B-B 4" P.C. CONC 4" AGGR. BASE 4" 4" 8" 12" DETECTABLE WARNING SURFACE (TYP) SEE MODIFIED ODOT STD. DWG. RD906, THIS SHEET. 6" 6" GENERAL NOTES: 1. PLACE DETECTABLE WARNING SURFACE AT THE BACK OF CURB FOR A MINIMUM DEPTH OF 2' AT CURB RAMP THAT IS ADJACENT TO TRAFFIC. 2. ALIGN CUT-THROUGH WITH THE INTENDED CROSSWALK. 3. SEE PROJECT PLANS FOR DETAILS NOT SHOWN: FOR PERIMETER CURB AND GUTTER, SEE MODIFIED ODOT STD. DWG. RD700 ON SHEET D-03. 4" MIN TUBULAR MARKER (TYP) SEE SS SHEETS FOR DETAILS ---PAGE BREAK--- DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR BJB HHPR CJM WBN-09 R:\04-Salem\WBN (City of Woodburn)\WBN-09 (Woodburn High School Front Street SRTS)\WBN09-DWGS\Sheets\WBN09-08_D-01 - Details.dwg DETAILS D-05 2' 2% THIS DETAIL HAS BEEN MODIFIED BY HHPR THIS DETAIL HAS BEEN MODIFIED BY HHPR 10' ---PAGE BREAK--- N FRONT ST EXISTING ROW EXISTING ROW 21+00 22+00 23+00 24+00 100+00 101+00 102+00 103+00 OR214 RAMP EXISTING ROW EXISTING 15.0' SLOPES AND DRAINAGE EASEMENT EXISTING 40.0' SLOPES AND DRAINAGE EASEMENT EXISTING ROW 1785 N FRONT ST STA: 103+07.71, 0.00' (CL - OR214 CONNECTION) STA: 23+02.14, 0.00' (CL - N FRONT ST) 1 2 1 2 1 2 CONSTRUCTION NOTES: R:\04-Salem\WBN (City of Woodburn)\WBN-09 (Woodburn High School Front Street SRTS)\WBN09-DWGS\Sheets\WBN09-09_LA-01 - Landscape Plan.dwg 0 SCALE: 1" = ' 10 20 40 20 LA-01 LEGEND EXISTING RIGHT-OF-WAY (ROW) SAWCUT PERMANENT SEEDING AREA LANDSCAPE PLAN GRADING MATCHLINE DRAWN: DESIGNED: CHECKED: DATE: R E V I S I O N S DESCRIPTION DATE NO. JOB NO. SHEET NO. Harper Houf Peterson Righellis Inc. E N G I N E E R S P L A N N E R S LANDSCAPE ARCHITECTS SURVEYORS 530 Center Street NE, Suite 240, Salem, OR 97301 phone: [PHONE REDACTED] www.hhpr.com fax: [PHONE REDACTED] 04/25/2025 WOODBURN HIGH SCHOOL FRONT STREET SAFE ROUTES TO SCHOOL PROJECT WOODBURN, OR JPC HHPR HHPR WBN-09 JEFFERY P. CREEL OREGON 05/13/11 747 R E G I S T E R E D L A N D S C A P E A R C H I T E C T EXPIRES: 05/31/25 1 INSTALL PERMANENT SEEDING AS SHOWN AND IN ALL DISTURBED AREAS. 2 PLACE 4" DEEP IMPORTED TOPSOIL IN SEEDED AREAS. 05/31/26 ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK---