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CITY OF CENTRAL POINT Oregon City Council Meeting Agenda Thursday, September 23, 2021 Mayor Hank Williams Ward I Neil Olsen Ward II Kelley Johnson Ward III Melody Thueson Ward IV Taneea Browning At Large Rob Hernandez At Large Michael Parsons At Large Michael Parsons Next Res(1684) Ord (2082) I. REGULAR MEETING CALLED TO ORDER II. PLEDGE OF ALLEGIANCE III. ROLL CALL IV. SPECIAL PRESENTATIONS 1. SOREDI Update V. PUBLIC COMMENTS Public comment is for non-agenda items. If you are here to make comments on a specific agenda item, you must speak at that time. Please limit your remarks to 3 minutes per individual, 5 minutes per group, with a maximum of 20 minutes per meeting being allotted for public comments. The council may ask questions but may take no action during the public comment section of the meeting, except to direct staff to prepare a report or place an item on a future agenda. Complaints against specific City employees should be resolved through the City’s Personnel Complaint procedure. The right to address the Council does not exempt the speaker from any potential liability for defamation. VI. CONSENT AGENDA A. Approval of September 9, 2021 City Council Minutes VII. ITEMS REMOVED FROM CONSENT AGENDA VIII. ORDINANCES, AND RESOLUTIONS A. Ordinance No. _______, An Ordinance Amending Sections 15.04.010 Standards Applicable to Building of the Central Point Municipal Code to Comply with Updates and References to New State Code (Zwagerman) B. Resolution No._________, A Resolution of Intent to Participate in the Great Oregon Shakeout (Simas) IX. BUSINESS A. Hamrick Pine Interesection Budget Update (Samitore) X. MAYOR'S REPORT XI. CITY MANAGER'S REPORT XII. COUNCIL REPORTS XIII. DEPARTMENT REPORTS XIV. EXECUTIVE SESSION ORS 192.660 (2)(h) Legal Counsel The City Council will adjourn to executive session under the provisions of ORS 192.660. Under the provisions of the Oregon Public Meetings Law, the proceedings of an executive session are not for publication or broadcast. XV. ADJOURNMENT Individuals needing special accommodations such as sign language, foreign language interpreters or equipment for the hearing impaired must request such services at least 72 hours prior to the City Council meeting. To make your request, please contact the City Recorder at 541-423-1026 (voice), or by e-mail to Deanna.casey@centralpointoregon.gov. Si necesita traductor en español o servicios de discapacidades (ADA) para asistir a una junta publica de la ciudad por favor llame con 72 horas de anticipación al 541-664-3321 ext. 201 CITY OF CENTRAL POINT Oregon City Council Meeting Minutes Thursday, September 9, 2021 I. REGULAR MEETING CALLED TO ORDER The meeting was called to order at 7:00 PM by Mayor Hank Williams II. PLEDGE OF ALLEGIANCE III. ROLL CALL Attendee Name Title Status Arrived Hank Williams Mayor Present Neil Olsen Ward I Present Kelley Johnson Ward II Present Melody Thueson Ward III Present Taneea Browning Ward IV Remote Rob Hernandez At Large Present Michael Parsons At Large Present Staff members present: City Manager Chris Clayton; City Attorney Sydnee Dreyer (virtual); Finance Director Steve Weber; Police Captain Scott Logue; Police Chief Kris Allison (virtual); Parks and Public Works Director Matt Samitore; Planning Director Stephanie Holtey (virtual); Building Official Derek Zwagerman; and City Recorder Deanna Casey. IV. PUBLIC COMMENTS - None V. CONSENT AGENDA RESULT: APPROVED [UNANIMOUS] MOVER: Melody Thueson, Ward III SECONDER: Michael Parsons, At Large AYES: Williams, Olsen, Johnson, Thueson, Browning, Hernandez, Parsons A. Approval of August 26, 2021 City Council Minutes B. OLCC Application - Comal Bar and Grill VI. ITEMS REMOVED FROM CONSENT AGENDA VII. PUBLIC HEARING A. Public Hearing and First Reading - An Ordinance Amending Sections 15.04.010 Standards Applicable to Building of the Central Point Municipal Code to Comply with Updates and References to New State Code Building Official Derek Zwagerman explained that this is the first reading and public hearing regarding an ordinance to update the Central Point Municipal Code with 6.A Packet Pg. 3 Minutes Acceptance: Minutes of Sep 9, 2021 7:00 PM (CONSENT AGENDA) City of Central Point City Council Minutes September 9, 2021 Page 2 references to Oregon Building Codes. Every few years the State updates their building codes and the city must then update the references in our code to match the current reference for the state. There are no major changes. Opened public hearing 7:08 pm - No one came forward and the public hearing was closed. Rob Hernandez moved to second reading an Ordinance Amending Sections 15.04.010 Standards Applicable to Building of the Central Point Municipal code to Comply with Updates and References to New State Code. RESULT: 1ST READING [UNANIMOUS] Next: 9/23/2021 7:00 PM MOVER: Rob Hernandez, At Large SECONDER: Kelley Johnson, Ward II AYES: Williams, Olsen, Johnson, Thueson, Browning, Hernandez, Parsons VIII. BUSINESS A. American Rescue Plan Funding Update Finance Director Steven Weber stated that the city must spend the $4.184 million in accordance with US Treasury Guidelines. The American Rescue Plan award is included in the City's 2021-2023 biennial budget. In April staff presented the city's initial allocation of the stimulus package that was approved by the Federal Government. Since that time, a final award allocation has been determined and additional guidelines were issued by the U.S. Treasury. Mr. Weber presented the calculations for revenue loss and it is estimated at $629,027. If we are reimbursed this amount it would be discretionary funds. We have not received specific guidelines for spending these funds as of yet. He presented a revised list of projects planned for the ARPA funds. Any needed amendments to the budget will be presented through a supplemental budget resolution at a future meeting. Kelley Johnson moved to approve the revised use of the American Rescue Plan Act Funds based on the City's final award allocation of 4.184 Million. RESULT: APPROVED [UNANIMOUS] MOVER: Kelley Johnson, Ward II SECONDER: Michael Parsons, At Large AYES: Williams, Olsen, Johnson, Thueson, Browning, Hernandez, Parsons B. Old Military Road City Manager Chris Clayton explained that in 1970 the city acquired a 7.41 acre parcel of land located on Old Military Road. The property is zoned County Aggregate Resource. The City purchased the land for use by the Public Works Department to be used as a site to move extra material such as rock, dirt and tree trimmings. Over 6.A Packet Pg. 4 Minutes Acceptance: Minutes of Sep 9, 2021 7:00 PM (CONSENT AGENDA) City of Central Point City Council Minutes September 9, 2021 Page 3 time the property has become unnecessary and the city has no reasonable use for the property. The Council declared the property as surplus and noticed the property for sale with a minimum bid price of $350,000. The closing date for bids was August 27, 2021. We received zero bids and are requesting further discussion on how to proceed. Staff would prefer to lower the minimum bid price, re-notice the property for sale and set a new bid date for mid-October. The city could also hire a real estate agent and list the property. Some of the comments from inquiries were that the minimum bid was too high. There was discussion on the pros and cons of listing the property with a realtor or lowering the minimum bid. There was discussion regarding the current state of the property and Council directed staff to lower the minimum bid to $325,000 and republish the notice. RESULT: FOR DISCUSSION ONLY IX. MAYOR'S REPORT Mayor Williams reported that he helped film an ad for the Childerns Advocancy Center to help support the annual Cherish a Child Luncheon. The Childrens Advocacy Center is very important in the valley and does wonders for children who are victims. X. CITY MANAGER'S REPORT City Manager Chris Clayton reported that: The City has received a request from the Jackson County Library system asking if they could reserve parking spaces every other Friday for their DART van. Computers at the Library are a big draw for the community. The van will allow citizens to check out laptops. n March 2021 we had an OSHA complaint regarding hazards in the workplace. OSHA responded and thanked us for our response, no further action is required but they will visit us if they received another complaint. He did a walk around of the new Nelson Building on Freeman Road. It will be a nice addition to the area. Bliss Veterinary Eye Care has moved out of the shopping center and an Urgent Care facility will be taking its place. The Central Point Liquor Store is expanding. With the start of school this week we have been hearing several complaints about traffic concerns in those areas. Transportation funding is becoming a challenge for everyone. But we were awarded a grant for bike lanes and sidewalks along Hwy 99. They will be meeting with RVCOG regarding the right of first refusal for the Sr. Center building. We have received a clean title report for the Little League property. 6.A Packet Pg. 5 Minutes Acceptance: Minutes of Sep 9, 2021 7:00 PM (CONSENT AGENDA) City of Central Point City Council Minutes September 9, 2021 Page 4 XI. COUNCIL REPORTS Council Member Taneea Browning reported that She attended the Small Cities meetings which are guided topics by region. The Medford Water Commission has dropped the word Commission from their name. She has been attending LOC Executive Board meetings. Council Member Michael Parsons reported that VIPS does speed surveys. The community engagement during these times are very good. The neighbors engage with the volunteers thanking them for doing the surveys. They are in need of a new speed detector. Chief Allison stated that one has been ordered. Council Member Kelley Johnson reported that she attended the Fire District Board meeting and the Greenway meeting. Council Member Neil Olsen reported that he attended a Council on Foreign Relations webinar. XII. DEPARTMENT REPORTS Captain Scott Logue reported that: Ledger David was broken into this week, the suspects were in and out fast. We have some videos and hope to identify a suspect soon. The department assisted Medford Police Department by handling calls on the north end of Medford. We received a report about an assault on a bike cycle rider. After some investigating, it was determined this was not an assault. The DARE show and shine is officially cancelled. They are going to try a virtual vote on Social Media. He shared an email that he sent to all city employees regarding the one-year anniversary of the Alameda fire and presented a challenge coin to the Council. Parks and Public Works Director Matt Samitore reported that: He will be attending the RVACT meeting next week to receive a grant for stop light reflectors to help shield the sun issues on Pine Street, and receive a grant for the transportation funding for sidewalks and bike lanes on Hwy 99. We will still be holding the Made in Southern Oregon event unless the air quality is low that day. 6.A Packet Pg. 6 Minutes Acceptance: Minutes of Sep 9, 2021 7:00 PM (CONSENT AGENDA) City of Central Point City Council Minutes September 9, 2021 Page 5 They will be advertising the War Memorial and Dennis Richardson Memorial projects together for bids. At the next Council meeting we will present bid award for the Makers Space sidewalk project. Planning Director Stephanie Holtey updated the Council on projects and new businesses coming to Central Point. City Attorney Sydnee Dreyer stated that Council will adjourn into Executive Session under ORS 192.660 (2)(h) Legal Counsel. XIII. EXECUTIVE SESSION ORS 192-660 (2)(h) Legal Counsel Council Member Kelley Johnson moved to Adjourn to Executive Session under ORS 192.660(2)(h) Legal Council. All said aye and the Council adjourned to executive session at 8:07 pm. City Manager Chris Clayton stated that no action will be taken after the Executive Session and the meeting will be adjourned upon completion. XIV. ADJOURNMENT The meeting was adjourned at 8:32 p.m. The foregoing minutes of the September 9, 2021, Council meeting were approved by the City Council at its meeting of _________________, 2021. Dated: _________________________ Mayor Hank Williams ATTEST: __________________________ City Recorder 6.A Packet Pg. 7 Minutes Acceptance: Minutes of Sep 9, 2021 7:00 PM (CONSENT AGENDA) City of Central Point Staff Report to Council ISSUE SUMMARY TO: City Council DEPARTMENT: City Council FROM: Derek Zwagerman, Building Division Manager MEETING DATE: September 23, 2021 SUBJECT: Ordinance No. _______, An Ordinance Amending Sections 15.04.010 Standards Applicable to Building of the Central Point Municipal Code to Comply with Updates and References to New State Code ACTION REQUIRED: Ordinance 2nd Reading RECOMMENDATION: Approval BACKGROUND INFORMATION: This is the second reading of an Ordinance updating the CPMC Building Code. The Oregon Building Codes Division (BCD) has adopted updated codes for the residential, plumbing and electrical trades. This ordinance is to align the adopted codes of the City of Central Point to the adopted codes of Oregon BCD. FINANCIAL ANALYSIS: The financial impact to the City of Central Point is the purchase price of the new code books. Total cost of codebooks is approximately $1,200.00. LEGAL ANALYSIS: The adoption of the revised codes is required to comply with OAR 918 and ORS 455. COUNCIL GOALS/STRATEGIC PLAN ANALYSIS: STAFF RECOMMENDATION: Approve updated code references. RECOMMENDED MOTION: I move to approve Ordinance No. _______, An Ordinance Amending Sections 15.04.00 Standards Applicable to Building of the Central Point Municipal Code to Comply with Updates and References to New State Code. ATTACHMENTS: 1. Ordinance Amendment 15.04 building codes 8.A Packet Pg. 8 ORDINANCE NO. _______ AN ORDINANCE AMENDING SECTIONS 15.04.010 STANDARDS APPLICABLE TO BUILDING OF THE CENTRAL POINT MUNICIPAL CODE TO COMPLY WITH UPDATES AND REFERENCES TO NEW STATE CODE Recitals: A. Words lined through are to be deleted and words in bold are added. B. Pursuant to CPMC, Chapter 1.01.040, the City Council, may from time to time make revisions to its municipal code which shall become part of the overall document and citation. C. The Central Point Building Department initiated and recommended approval of a code amendment to CPMC Chapter 15.04.010 bringing the City’s municipal code into conformance with State Building Code Revisions and Updates. D. On September 9, 2021, the City of Central Point City Council held a properly advertised public hearing; reviewed the staff report; heard testimony and comments, and deliberated on approval of the amendments. THE PEOPLE OF THE CITY OF CENTRAL POINT DO ORDAIN AS FOLLOWS: Section 1. Section 15.04 of the Central Point Municipal Code is amended to read: Chapter 15.04 Building Code Sections: 15.04.010 Standards applicable to building. All construction, building, and related activities within the city shall comply with all ordinances of the city and with the following specialty codes, which by this reference are expressly adopted and incorporated into this code: A. The 2019 Oregon Structural Specialty Code based on the International Building Code, 2018 Edition, as published by the International Code Council and amended by the Building Codes Division; specifically adopting and including Section 112, Service Utilities; Section 116, Unsafe Structures and Equipment; Appendix G, Flood-Resistant Construction; Appendix H, Signs; and Appendix J, Grading. B. The 2019 Oregon Mechanical Specialty Code based on the 2018 International Mechanical Code and the 2018 International Fuel Gas Code, as 8.A.a Packet Pg. 9 Attachment: Ordinance Amendment 15.04 building codes (1456 : 2021 Building Code Adoption) Pg. 2 Ordinance No. ____________ (09/09/2021) published by the International Code Council, Inc., amended by the Oregon Building Codes Division, with fees as per the mechanical fee schedule adopted by the city of Central Point. C. The 2017 2021 Oregon Residential Specialty Code based on the 2018 International Residential Code, as published by the International Code Council and amended by the Building Codes Division; specifically adopting and including Section R101.2.2, Item 7, requiring permits for the construction of in-ground swimming pools. D. The 2017 2021 Oregon Electrical Specialty Code based on the 2020 NFPA 70 and amended by the Building Codes Division. E. The 2017 2021 Oregon Plumbing Specialty Code based on the 2021 Uniform Plumbing Code and amended by the Building Codes Division. F. 1994 Edition of the Uniform Abatement of Dangerous Buildings as published by the International Conference of Building Officials. G. The 2010 Edition Oregon Manufactured Dwelling Installation Specialty Code. H. The 2019 2021 Oregon Energy Efficiency Specialty Code Zero Energy Ready Commercial Code based on ASHRAE Standard 90.1-2019 and the 2018 International Energy Conservation Code. Section 3. Codification. Provisions of this Ordinance shall be incorporated in the City Code and the word Ordinance may be changed to “code”, “article”, “section”, “chapter”, or other word, and the sections of this Ordinance may be renumbered, or re-lettered, provided however that any Whereas clauses and boilerplate provisions need not be codified and the City Recorder is authorized to correct any cross references and any typographical errors. Section 4. Effective Date. The Central Point City Charter states that an ordinance enacted by the council shall take effect on the thirtieth day after its enactment. The effective date of this ordinance will be the thirtieth day after the second reading. Passed by the Council and signed by me in authentication of its passage this _____ day of _____________________, 20___. __________________________ Mayor Hank Williams ATTEST: _____________________________ City Recorder 8.A.a Packet Pg. 10 Attachment: Ordinance Amendment 15.04 building codes (1456 : 2021 Building Code Adoption) City of Central Point Staff Report to Council ISSUE SUMMARY TO: City Council DEPARTMENT: Human Resources FROM: Elizabeth Simas, Human Resources Director MEETING DATE: September 23, 2021 SUBJECT: Resolution No._________, A Resolution of Intent to Participate in the Great Oregon Shakeout ACTION REQUIRED: RECOMMENDATION: STAFF SOURCE: Heather Ashwill, Safety & Risk Manager BACKGROUND/HISTORY: The Council is asked to approve the resolution for City employees to participate in the Great Oregon Shakeout on October 21, 2021 at 10:21 a.m. The City of Central Point has been actively working on improving our emergency preparedness through education, activities, and drills. Earthquakes are just one of many natural hazards that can occur in our region. Major earthquakes may happen anywhere we live, work, or travel. The ShakeOut is our chance to bring awareness to earthquake preparedness as well as to practice how to protect ourselves in the event of an earthquake. RECOMMENDATION: Motion to approve Resolution______, A Resolution of Intent to participate in the Great Oregon Shakeout on October 21, 2021. ATTACHMENTS: 1. Great Oregon ShakeOut_Resolution 2. ShakeOut_Oregon_2021_informational_flyer 8.B Packet Pg. 11 RESOLUTION NO.________ A RESOLUTION OF INTENT TO PARTICIPATE IN THE GREAT OREGON SHAKEOUT WHEREAS, the City of Central Point recognizes that no community is immune from natural hazards whether it be earthquake, wildfire, flood, winter storms, drought, heat wave, or dam failure and recognizes the importance enhancing its ability to withstand natural hazards as well as the importance of reducing the human suffering, property damage, interruption of public services and economic losses caused by those hazards; and WHEREAS, major earthquakes pose a particular, significant, and ongoing threat to the entire Southern Oregon region; and WHEREAS, the City has a responsibility to promote earthquake preparedness internally as well as with the public and plan appropriately for earthquake-related disasters; and WHEREAS, the protection of City employees will allow them to facilitate the continuity of government and assist the public following a major earthquake event; and WHEREAS, community resiliency to earthquakes and other disasters depends on the preparedness levels of all stakeholders in the community – individuals, families, schools, community organizations, faith-based organizations, non-profits, businesses, and government; and WHEREAS, by participating in The Great Oregon ShakeOut on October 21, 2021, the City of Central Point has the opportunity to join and support all Oregonians in strengthening community and regional resiliency; and WHEREAS, by supporting The Great Oregon ShakeOut, the City of Central Point can utilize the information on www.ShakeOut.org/oregon to educate its residents regarding actions to protect life and property, including mitigating structural and non-structural hazards and participating in earthquake drills; and WHEREAS, by registering at www.ShakeOut.org/oregon, City employees can participate in the ShakeOut “Drop Cover and Hold on” earthquake drill on October 21 at 10:21 a.m., and encourage the public, schools, businesses, and other community stakeholders to also register. NOW, THEREFORE BE IT RESOLVED THAT: The City of Central Point hereby approves participating in the Great Oregon Shakeout hereto by taking time to recognize and acknowledge the importance of preparing our city for the purposes of building a safer community and reducing the loss of lives and property from a major earthquake event by taking proactive steps today. Passed by the Council and signed by me in authentication of its passage on this _____day of September, 2021. ________________________________ Mayor Hank Williams ATTEST: __________________________________ City Recorder 8.B.a Packet Pg. 12 Attachment: Great Oregon ShakeOut_Resolution (1462 : RESOLUTION NO._________, A RESOLUTION OF INTENT TO PARTICIPATE IN THE Here are a few suggestions for what local governments and agencies can do to participate in the ShakeOut. More information is at ShakeOut.org/oregon/howtoparticipate. Plan Your Drill: • Register at ShakeOut.org/oregon/register to be counted as participating, get email updates, and more. • Download a Drill Broadcast recording from ShakeOut.org/oregon/drill/broadcast. • Have a “Drop, Cover, and Hold On” drill at 10:21 a.m. on October 21. • You may also want to coordinate an exercise of your emergency plan. • Discuss what you learned and make improvements. Get Prepared for Earthquakes: • Check your emergency supplies and equipment; make sure they are accessible and functional. • Inspect your facilities for items that might fall and cause injury, and secure them. • Encourage employees to prepare at home. • Provide first aid and response training for employees. Share the ShakeOut: • Encourage employees to ask their friends, families, and neighbors to register. • Agencies with outreach roles can include ShakeOut messaging in their routine activities. • Find posters, flyers, and other materials for promoting the ShakeOut at ShakeOut.org/oregon/resources. • Share photos and stories of your drill at Shakeout.org/oregon/share. Millions of people worldwide have participated in Great ShakeOut Earthquake Drills since 2008. The Great Oregon ShakeOut is held on the third Thursday of October each year. Everyone can participate! Individuals, families, businesses, schools, colleges, government agencies and organizations are all invited to register. At 10:21 a.m. on October 21, 2021, thousands of Oregonians will “Drop, Cover, and Hold On” in The Great Oregon ShakeOut, the state’s largest earthquake drill ever! All local governments and their agencies are encouraged to participate in the drill (or plan a more extensive exercise). Major earthquakes may happen anywhere you live, work, or travel. The ShakeOut is our chance to practice how to protect ourselves, and for everyone to become prepared. The goal is to prevent a major earthquake from becoming a catastrophe for you, your organization, and your community. Why is a “Drop, Cover, and Hold On” drill important? To respond quickly you must practice often. You may only have seconds to protect yourself in an earthquake before strong shaking knocks you down, or something falls on you. As a registered ShakeOut Participant you will: • Learn what you can do to get prepared • Receive ShakeOut news and other earthquake information • Be counted in the largest earthquake drill ever • Set an example that motivates others to participate ©2021 The Great Oregon ShakeOut Annual Statewide Earthquake Drill Register today at ShakeOut.org/oregonLocal Government HOW TO PARTICIPATE 8.B.b Packet Pg. 13 Attachment: ShakeOut_Oregon_2021_informational_flyer (1462 : RESOLUTION NO._________, A RESOLUTION OF INTENT TO PARTICIPATE IN City of Central Point Staff Report to Council ISSUE SUMMARY TO: City Council DEPARTMENT: Public Works FROM: Matt Samitore, Parks and Public Works Director MEETING DATE: September 23, 2021 SUBJECT: Hamrick Pine Interesection Budget Update ACTION REQUIRED: Information/Direction RECOMMENDATION: Not Applicable BACKGROUND INFORMATION: The City had previously budgeted for the Hamrick Pine and the Beebe Hamrick intersections (design and potential construction) out of the Development Commission and Streets budgets in the 21-23 FY. The final engineering has been completed for the new intersection at Hamrick and Pine; however, the current construction numbers are significantly higher than anticipated. Additionally, there are some potential grant funds available thru the Covid relief package from December 2020. Engineering of the Hamrick and Beebe intersections is currently under design review. Staff recommends delaying the project one calendar year to explore other funding sources and watch the market for the best time to bid on the project. Lastly, this project would align with construction for Urban Renewal 22-23 FY. FINANCIAL ANALYSIS: The project is currently projected to be $350,000 over budget. The City is exploring grant funds in the realm of $200,000 - $500,000 to help augment the project. LEGAL ANALYSIS: COUNCIL GOALS/STRATEGIC PLAN ANALYSIS: Goal 5 – Plan, design, and construct modern and efficient infrastructure in all areas and systems. STAFF RECOMMENDATION: Delay the project one calendar year with construction occurring in winter 2023. RECOMMENDED MOTION: N/A 9.A Packet Pg. 14 ATTACHMENTS: 1. Cost Estimate 2. Pine And Hamrick Advance Plans Roadway 9.A Packet Pg. 15 Pine and Hamrick Intersection Improvements Grading, Drainage, Paving, Curb Ramps, Striping, Signals & Roadside Development Jackson County Engineer's Cost Estimate (Advance) Date 08/10/2021 Spec. Item No. No.Item Bid Unit Est. Unit Quantity Unit Price Total Price TEMPORARY FEATURES AND APPURTENANCES 00210 10 Mobilization Lump Sum Lump Sum 1 79,400.00$ 79,400.00$ 00221 20 Temporary Work Zone Traffic Control, Complete Lump Sum Lump Sum 1 50,000.00$ 50,000.00$ 00223 30 Flaggers Hour Hour 252 62.00$ 15,624.00$ 00227 40 Temporary Traffic Signal Lump Sum Lump Sum 1 90,000.00$ 90,000.00$ 00280 50 Erosion Control Lump Sum Lump Sum 1 5,000.00$ 5,000.00$ 00280 60 Check Dam, Type 6 Each Each 11 225.00$ 2,475.00$ 00280 70 Sediment Barrier, Type 9 Foot Foot 1,064 4.00$ 4,256.00$ 00280 80 Construction Entrance, Type 1 Each Each 2 2,000.00$ 4,000.00$ 00280 90 Inlet Protection, Type 3 Each Each 2 90.00$ 180.00$ 00280 100 Inlet Protection, Type 10 Each Each 7 165.00$ 1,155.00$ 00290 110 Pollution Control Plan Lump Sum Lump Sum 1 1,000.00$ 1,000.00$ ROADWORK 00305 120 Construction Survey Work Lump Sum Lump Sum 1 17,200.00$ 17,200.00$ 00310 130 Removal of Structures and Obstructions Lump Sum Lump Sum 1 11,500.00$ 11,500.00$ 00310 140 Asphalt Pavement Sawcutting Foot Foot 879 3.00$ 2,637.00$ 00320 150 Clearing and Grubbing Acre Acre 0.4 10,000.00$ 4,000.00$ 00330 160 General Excavation Cu Yd Cu Yd 1,929 20.00$ 38,580.00$ 00331 170 12 Inch Subgrade Stabilization Sq Yd Sq Yd 137 30.00$ 4,110.00$ 00350 180 Subgrade Geotextile Sq Yd Sq Yd 1,939 1.50$ 2,908.50$ DRAINAGE AND SEWERS 00445 190 6 inch Storm Sewer Pipe, 5 ft Depth Foot Foot 6 75.00$ 450.00$ 00445 200 12 Inch Culvert Pipe, 5 ft Depth Foot Foot 29 90.00$ 2,610.00$ 00445 210 12 Inch Storm Sewer Pipe, 5 ft Depth Foot Foot 21 90.00$ 1,890.00$ 00470 220 Concrete Inlets, Type D (Modified)Each Each 2 3,000.00$ 6,000.00$ 00470 230 Concrete Storm Sewer Manhole, 72-inch Diameter Each Each 1 7,000.00$ 7,000.00$ 00490 240 Extra for Manholes Over Existing Sewer Each Each 1 1,800.00$ 1,800.00$ 00490 250 Capping Existing Concrete Structures Each Each 1 2,000.00$ 2,000.00$ 00495 260 Trench Resurfacing Sq Yd Sq Yd 6 200.00$ 1,200.00$ BASES 00620 270 Cold Plane Pavement Removal, 2 Inches Deep Sq Yd Sq Yd 5,200 2.75$ 14,300.00$ 00641 280 Aggregate Subbase Ton Ton 1,674 25.00$ 41,850.00$ 00641 290 Aggregate Base Ton Ton 675 35.00$ 23,625.00$ WEARING SURFACES 00744 300 Level 3,1/2 inch ACP Mixture Ton Ton 1,297 100.00$ 129,700.00$ 00759 310 6 Inch Concrete Surfacing Sq Ft Sq Ft 122 15.00$ 1,830.00$ 00759 320 Concrete Islands Sq Ft Sq Ft 402 35.00$ 14,070.00$ 00759 330 Extra for New Curb Ramps Each Each 3 1,250.00$ 3,750.00$ 00759 340 Truncated Domes on New Surfaces Sq Ft Sq Ft 33 40.00$ 1,320.00$ PERMANENT TRAFFIC SAFETY AND GUIDANCE DEVICES 00865 350 Thermoplastic, Extruded, Surface, Profiled Foot Foot 5,895 1.60$ 9,432.00$ 00867 360 Pavement Legend, Type B-HS: Arrows Each Each 11 260.00$ 2,860.00$ 00867 370 Pavement Legend, Type B-HS: "Only"Each Each 2 290.00$ 580.00$ 00867 380 Pavement Legend, Type B-HS: Bicycle Lane Stencil Each Each 4 280.00$ 1,120.00$ 00867 390 Pavement Bar, Type B-HS Sq Ft Sq Ft 910 10.00$ 9,100.00$ 00868 400 Green Bicycle Lane, Preformed Thermoplastic Film Sq Ft Sq Ft 420 15.00$ 6,300.00$ PERMANENT TRAFFIC CONTROL AND ILLUMINATION SYSTEMS 00905 410 Remove Existing Signs Lump Sum Lump Sum 1 1,000.00$ 1,000.00$ 00920 420 Sign Support Footings Lump Sum Lump Sum 1 1,000.00$ 1,000.00$ 00930 430 Signal Pole Mounts Lump Sum Lump Sum 1 3,200.00$ 3,200.00$ 00930 440 Perforated Steel Square Tube Anchor Sign Supports Lump Sum Lump Sum 1 2,000.00$ 2,000.00$ 00940 450 Signs, Standard Sheeting, Extruded Aluminum Sq Ft Sq Ft 22 18.00$ 396.00$ 00940 460 Signs, Standard Sheeting, Sheet Aluminum Sq Ft Sq Ft 60 30.00$ 1,800.00$ 00963 470 42 Inch Diameter Signal Support Drilled Shaft Foot Foot 12 1,200.00$ 14,400.00$ 00990 480 Traffic Signal Modification, Hamrick and Pine Lump Sum Lump Sum 1 195,000.00$ 195,000.00$ RIGHT OF WAY DEVELOPMENT AND CONTROL 01012 490 Water Quality Swale Lump Sum Lump Sum 1 7,000.00$ 7,000.00$ 01030 500 Permanent Seeding Acre Acre 0.4 5,000.00$ 2,000.00$ SUB-TOTAL OF ITEMS 844,608.50$ Construction Engineering (Design Support) 67,568.68$ Subtotal of Biddable Items and CE 912,177.18$ Contingencies: 15% 136,826.58$ 1,049,003.76$ Page 1 of 1 9.A.a Packet Pg. 16 Attachment: Cost Estimate (1464 : Hamrick Pine Interesection Budget Update) TITLE SHEET A01 Jackson County FEBRUARY 2022 ATTENTION: Oregon Law Requires You To Follow Rules Adopted By The Oregon Utility Notification Center. Those Rules Are Set Forth In OAR 952-001-0010 Through OAR 952-001-0090. You May Obtain Copies Of The Rules By Calling The Center. (Note: The Telephone Number For The Oregon Utility Center Is (503) 232-1987.) GENERAL NOTE: This design complies with ORS 92.044 (7) in that no utility infrastructure is designed to be within one (1) foot of a survey monument location shown on a subdivision or partition plat. No design exceptions nor final field location changes shall be permitted if that change would cause any utility infrastructure to be placed within the prohibited area. CITY OF CENTRAL POINT PROJECT SITE Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_A01-A02.DWG 2021/08/03 13:22 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT PINE AND HAMRICK INTERSECTION IMPROVEMENTS SEC. 1, T.37S., R. 2W., W.M. SEC. 2, T.37S., R. 2W., W.M. INDEX OF SHEETS SHEET NO.DESCRIPTION A01 A02 Title Sheet Index Of Sheets Cont., Legend And Abbrev. PLANS FOR PROPOSED PROJECT GRADING, DRAINAGE, PAVING, CURB RAMPS, STRIPING, SIGNALS, ROADSIDE DEVELOPMENT Overall length of project - 0.25 Miles 9.A.b Packet Pg. 17 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) INDEX OF SHEETS CONT. LEGEND AND ABBREV.A02 Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_A01-A02.DWG 2021/08/05 10:09 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT INDEX OF SHEETS CONT. VC UE SHEET NO.DESCRIPTION BA01 Typical Sections Intersection Detail C01 Thru C03 EC01 Thru EC03 Traffic Control Plan (Stage 1 Phase 1) FB01 Thru FB04 Erosion And Sediment-Control Plan EXISTING LEGEND R/W Easement Guardrail Curb & gutter Curb Sidewalk Edge of asphalt Edge of gravel Fence Storm sewer Ditch Sanitary sewer Waterline Underground Electric PGE line NW Natural gas line Cut line Fill line Wetland buffer Vegetated corridor (Wetland buffer) ABBREVIATIONS ODOT Std. Dwg. Nos. City of Central Point Std. Dwg. Nos. RD300 - Trench Backfill, Bedding, Pipe Zone and Multiple Installations RD302 - Street Cut RD306 - Concrete Encasement, Cradle, and Cap Details RD335 - Standard Storm Sewer Manhole RD336 - Standard Manhole Details RD339 - Pipe to Structure Connections RD344 - Standard Manhole Base Section RD345 - Pipe to Manhole Connections RD346 - Manhole with Inlet RD356 - Manhole Covers and Frames RD360 - Manhole Frame Adjustment RD365 - Frames & Grates for Concrete Inlets RD370 - Ditch Inlet Type D RD380 - Fill Height Tables for Aluminum & Steel Corrugated Pipe RD388 - Fill Height Tables for PVC Pipe RD390 - Fill Height Table for Corrugated HDPE Pipe RD393 - Fill Height Tables for Polypropylene Pipe RD610 - Asphalt Concrete Pavement (ACP) Details RD615 - Asphalt Concrete Pavement (ACP) Details RD700 - Curbs RD705 - Islands RD707 - Island Nose Treatments BB01 General Construction HA01, HA02 Drainage Details SS-02 Thru SS-04 Signing And Striping Plan Advance signing planEA01 M3 - Road Closed Barricade Detail ED01 Thru ED03 Traffic Control Plan (Stage 1 Phase 2) Traffic Control Plan (Stage 2)EE01 Pipe Data SheetBD01 ODOT Std. Dwg. Nos. Underground Communications TS-01 Traffic Signal Legend TS-02 Removal Plan TS-03 Temporary Signal Plan TS-04 Traffic Details TS-05 Signal Modification Plan TS-06 Detection Plan TS-07 Traffic Signal Details SS-01 Legend SS-05 Striping Details SS-06, SS-07 Signing Details RD711 - Accessible Route Channelized Islands RD722 - Sidewalk Joints and Transition Panels RD900 - Curb Ramp Components and Legend RD902 - Detectable Warning Surface Details RD906 - Detectable Warning Surface Placement for Accessible Route Island RD910 - Perpendicular Curb Ramp RD960 - Unique Curb Ramp RD1000 - Construction Entrances RD1006 - Check Dams Type 2 And 6 RD1010 - Inlet Protection Type 2, 3, 6, 7, 10 And 11 RD1033 - Sediment Barrier Type 9 RD1070 - Concrete Truck Wash Out TM200 - Sign Installation Details TM201 - Miscellaneous Sign Placement Details TM204 - Flag Board Mounting Details TM456 - Temporary Spanwire Mounting Details for Vehicle Signals, Signs, and Fire Preemption TM457 - Vehicle, Pedestrian Signal and Pushbutton Mounting Option Details TM466 - Radar Mounting Details TM500 - Pavement Marking Standard Detail Blocks TM501 - Pavement Marking Standard Detail Blocks TM503 - Pavement Marking Standard Detail Block TM520 - Durable Pavement Markings Method "A" & Method "D" Surface Installed Profile TM521 - Durable & High Performance Pavement Markings Surface & Groove Installed Non-Profiled TM530 - Intersection Pavement Markings (Crosswalk, Stop Bar, Bike Lane Stencil) TM531 - Turn Arrow Marking Details TM539 - Median and Left Turn Channelization Details TM560 - Alignment Layout: General TM570 - Traffic Delineators TM650 - Traffic Signal Supports General Details & Design Criteria TM651 - Traffic Signal Supports Notes and Reactions TM652 - Traffic Signal Supports Steel Details TM653 - Traffic Signal Supports Foundation Requirements TM670 - Wood Post Sign Supports TM671 - 3 Second Gust Wind Speed Map TM675 - Extruded Aluminum Panels TM676 - Sign Attachments TM677 - Sign Mounts TM679 - Signal Mast Arm Street Name Sign Mounts TM680 - Signal Pole Mounts TM681 - Perforated Steel Square Tube (PSST) Sign Support Installation TM687 - Perforated Steel Square Tube (PSST) Anchor Foundation TM688 - Perforated Steel Square Tube (PSST) Slip Base Foundation TM689 - Temporary PSST Vane Anchor Installation TM800 - Tables, Abrupt Edge And PCMS Details TM820 - Temporary Barricades TM821 - Temporary Sign Supports TM822 - Temporary Sign Supports TM841 - Intersection Work Zone Details TM842 - Signalized Intersection Details TM843 - Multi-Lane Signalized Intersection Details TM844 - Temporary Pedestrian Accessible Routes TM850 - 2-Lane, 2-Way Roadways Const. Construct COCP City of Central Point Dwg. Drawing Dwy. Driveway Extg. Existing Extg. R/W Existing right-of-way Extg. S&D ease. Existing slope and drainage easement Extg. util. ease. Existing utility easement Inst. Install NWA No work area O.H.W. Ordinary high water PSD ease. Permanent slope and drainage easement PSU ease. Permanent slope, utility easement Thkn. Thickness PUE Permanent utility easement R/W Permanent right-of-way Sl. Slope TCE Temporary construction easement Var. Varies Island DetailBB02 Hamrick Road ResurfacingC04 TS-08 Traffic Signal Details 9.A.b Packet Pg. 18 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) TYPICAL SECTIONS BA01 Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_BA01.DWG 2021/08/09 10:15 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT NOTES: 1. ACP binder shall be PG 70-22. 2. All dimensions are shown in feet unless otherwise noted. 3. Side slopes are shown as vertical to horizontal. "PS" ℄ Sawcut Aggregate base Nom. comp. thkn. - 9" Aggregate subbase Nom. comp. thkn. - 15" Sl. 1: 3 Sl. 1:2 ACP wearing course Level 3, 1/2" Nom. thkn. - 2" Subgrade geotextile Sl. 2% "H" ℄ STA. "H" 100+54.14 To STA. "H" 110+73.74 Extg. curb and gutter Extg. ground Extg. curb and gutter Extg. ground *"PS" 2+76.51 To "PS" 4+45.47 **"PS" 4+45.47 To "PS" 7+60.59 ***"PS" 7+60.59 To "PS" 10+05.39 ACP wearing course Level 3, 1/2" Nom. thkn. - 3" Sl. 1:3 m a x . Sl. 1:3 m a x . Match extg. sl. Match extg. sl. STA. "PS" 8+35.00 To STA. "PS" 9+40.00 2'1.50'Min.11' min. Var. Extg. R/W 5'12' ***Var. 12' to 0' Safety edge (See dwg. no. RD615) *Var. 5' to 6' **6' ***Var. 6' to 5' 1.5' Min.Extg. surfacing Width - 5' ACP base course Level 3, 1/2" Nom. thkn. - 6" (Two equal lifts) ~~Var. SB lanes Var. NB lanes Cold plane pvmt. removal Nom. depth - 2" Extg. asph. conc. pvmt. Var. 38' to 70' For details, See sht. HA01 1.0' STA. "PS" 0+00.00 To STA. "PS" 0+53.95 "CR01" ℄ 2.0' ACP base course Level 3, 1/2" Nom. thkn. - 6" (Two equal lifts)Recondition extg. base ACP wearing course Level 3, 1/2" Nom. thkn. - 3" Match extg. sl. Permanent seeding STA. "PS" 3+48.00 To STA. "PS" 3+71.95 *"PS" 3+71.95 To "PS" 4+05.00 **"PS" 4+05.00 To "PS" 4+08.12 STA. "PS" 2+66.00 To STA. "PS" 2+76.51 Var. Extg. R/W 1' 0' - 17' *17' **17' to 0'Extg. groundSawcut Aggregate base Nom. comp. thkn. - 9" Subgrade geotextile Sl. var. "CR01" ℄ *4.4' TO 1.5' ACP base course Level 3, 1/2" Nom. thkn. - 6" (Two equal lifts) Recondition extg. base ACP wearing course Level 3, 1/2" Nom. thkn. - 3" Match extg. sl. STA. "PS" 0+53.39 To STA. "PS" 0+92.42 Aggregate base (Nom. comp. thkn. - 9") Aggregate subbase (Nom. comp. thkn. - 15") 9.A.b Packet Pg. 19 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) "PS" 3+00 "PS" 4+00"P S " 3 + 5 0 "PS" 4+50E PINE STREET HAMRICK RDS89° 36' 18.70"W S84° 22' 27.09"WS02° 53' 40.27"ES00° 05' 28.12"EJaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_BB01.DWG 2021/08/05 10:05 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT INTERSECTION DETAIL BB01STA. "PS" 4+56.69, 18' Rt.P.T.STA. "PS" 4+07.20P.T.R=175' "PS" Line R=65' R=75' STA. "PS" 3+05.44 P.C. STA. "PS" 2+74.98, .17' Rt. P.C. Conc. island (For details, see sht. BB02) 2'2'NOTES: 1.Subgrade stabilization to be used in area not meeting compaction requirements. 2. Subgrade stabilization to be directed by Engineer. 3. Depth of subgrade stabilization to be determined per field conditions. STA. "PS" 4+17.04 22.55' Rt. P.C.C. INTERSECTION DETAIL SCALE: 1"=20' 12" SUBGRADE STABILIZATION N.T.S See typical rdwy. section Var. Asph. conc. pvmt. Rdwy. subgrade Subgrade geotextile Aggregate subbase 1' Typ.12"Sawcut Edge of pavement STA. "PS" 3+52.22 24.11' Lt.R 65'88°8' 5 0" C. R. 89°41'4 6"T 64.6 6' Concrete surfacing Aggregate base LEGEND CONCRETE PAD DETAIL 1" = 5' 22'6.3'12'10'1.3'5'A A SECTION A-A 5' P.C. conc. Nom. thkn. - 6" Aggregate base Nom. comp. thkn. - 6" 9.A.b Packet Pg. 20 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_BB02.DWG 2021/08/09 10:07 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT ISLAND DETAIL BB02 NOTES: 1. Max. cross slope change on ramp 0.5% per foot. 2. See std. dwgs for details not shown: RD705 and RD711 for islands. RD900, RD902 and RD906 for detectable warning surface installation details. RD910, through RD960 for curb ramp details. 3. All work is within existing right-of-way. 4. Tooled dummy joints are required at all curb ramp slope break lines, (See dwg. no. RD722). 5. Curb ramp slopes shown are relative to the true level horizon (Zero bubble). 6. Place detectable warning surface at the back of curb for a minimum depth of 2' in the direction of pedestrian travel full width of curb ramp opening that is adjacent to traffic. 7. Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the direction of the ramp run. Grade breaks shall not be permitted on the surface of ramp runs and turning space. Surface slopes that meet grade breaks shall be flush.5.5'Min.STA. "CR01 " 0+87 .09P.C . R=2.0'STA. "CR01" 0+26.11P.C.R=100' R=2.0' STA. "CR01" 0+29.16 P.T. STA. "CR01" 0+49.14 P.C. R=2.0' ST A . " C R 0 1 " 0 + 5 3 . 9 8 P. T . 2' Mi n . Control alignment "CR01" (At gutter line) LEGEND Concrete Island Truncated domes 5.5' Cut through width Var.2'Var. Top of IslandTop of Island SawcutExtg. asphalt E=6" 5.5' Min. See sht. BA01 1.5% max. sl. "PS" Var. P.C. conc. nom. thkn. - 12" Aggregate base Nom. comp. thkn. - 12" P.C. conc. nom. thkn. - 6" Sawcut and remove existing asphalt. Recondition extg. base Cross slope 1.5% max. (Max. 2.0% finished surface slope) (Normal sidewalk cross slope) Counter slope 4.0% max. ascending or descending (Max. 5.0% finished surface slope) Slope as required for drainage "CR01" ℄ "CR01" ℄ Non-mountable island (Type A) E = 6", H=15" (See dwg. no. RD705) S T A . " C R 0 1 " 0 + 5 9 . 3 1 F G 1 2 7 1 . 1 4 S T A . " C R 0 1 " 0 + 6 4 . 7 8 F G 1 2 7 1 . 2 0 STA. "CR01" 0+14.12FG 1271.35STA. "CR01" 0+08.59FG 1271.43Turning space STA. "CR01" 0+29.19 FG 1271.38 5.5' Min. STA. "CR01" 0+34.69 FG 1271.30 A A5.5'Min. STA. " C R 0 1" 0 + 5 0. 0 0 STA. "CR01" 0+00.00STA. "CR01" 0+92.44P.T.ISLAND DETAIL SCALE: 1"=5' SECTION A-A N.T.S 1' 1'See sht. BA01 9.A.b Packet Pg. 21 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) PIPE DATA BD01 Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_BD01.DWG 2021/08/05 09:02 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT 6 12 Cross-sectional shape of pipe normal to longitudinal axis, prior to loading A = Pipe - Arch R = Round E = Elliptical (5% nominal elongation) Minimum allowable diameter for Class 1 nonreinforced concrete pipe is 15". Abbreviations for protective coatings for metal pipe PM = Polymeric, 10 Mil. thkn. coated both sides PO = Polyethylene inside lining, polymeric outside U = Uncoated CIM = Chevron industrial membrane Ep = Epoxy coated Abbreviations for existing pipe materials AB = Asbestos cement Al = Corrugated aluminum Co = Concrete Pl = Plastic St = Corrugated steel X = Other material, see remarks column 1. A check ( ) indicates column heading applies. 2. A new pipe culvert installation shall be of like material throughout. 3. Extension of existing metal culverts may be of unlike metal or corrugations. For connecting details, see Std Drg. No. RD326. 4. Dimensions shown are nominal. 5. All pipes shall conform to the AASHTO specification applicable for the type of material and the diameter of the pipe involved. GENERAL NOTES: FOOTNOTES: 1 2 3 4 5 6 RD300RD302RD304 RD306RD308RD310 RD312RD316RD317 RD318RD319RD320RD321RD322 RD324RD325RD326 RD327RD328RD330 RD332RD334RD335 RD336RD338RD339RD340RD342 RD343RD344RD345 RD346 RD348RD350RD352 RD354RD356RD358 RD360RD362RD363 RD364RD365RD366RD367RD368 RD370RD371RD372 RD373RD374RD376 RD378RD380 RD382RD384RD386RD388RD390 RD391RD393RD398 RD399 Trench Backfill, Bedding, Pipe Zone And Multiple InstallationsStreet CutArch Pipe Backfill/Compaction Concrete Encasement, Cradle, and Cap DetailsBore Casing DetailShallow/Deep Trench Service Connection, Blocking and Markers Subsurface DrainSloped Ends For Metal PipeCulvert Embankment Protection And Riprap Pads Sloped Ends For Concrete PipeMiscellaneous Culvert DetailsPaved End Slope For Culverts 60" Maximum Pipe SizePaved End Slope With Removable Safety Bar(s)Safety End Section For Metal Pipe Safety End Section For Concrete, PVC, HDPE & Polypropylene PipeCoupling Bands For Corrugated Metal PipeCoupling Bands For Corrugated Metal Pipe Coupling Bands For Corrugated Metal PipeSlotted C.M.P. Drain DetailsPipe Slope Anchors - Metal Pipe Slope Anchors - ConcreteLocator PostStandard Storm Sewer Manhole Standard Manhole DetailsStandard Sanitary Sewer ManholePipe To Structure ConnectionsStorm Sewer Pollution Control ManholeShallow Manholes 24" ManholesStandard Manhole Base SectionPipe To Manhole Connections Large Precast Manhole Manhole With InletSanitary Sewer Piped Inside Drop Connection for ManholesOutside Drop Manholes Carry Through Manhole - StormManhole Covers And FramesManhole Slope Protectors Manhole Frame AdjustmentSanitary CleanoutGutter Transition At Inlet Concrete Inlets Type G-1, G-2, G-2M, & G-2MAFrames & Grates For Concrete InletsConcrete Inlets Type CG-1, CG-2Curb Inlet ChannelConcrete Inlets Type M-E, M-O, B And B-SL Ditch Inlet Type DConcrete Inlet Base Type CG-3Concrete Inlet Top, Option 1 Type CG-3 Concrete Inlet Top, Option 2 Type CG-3Area Drainage Basin Or Field InletMiscellaneous Drainage Structures Siphon Box, Inlet Cap & Inlet AdjustmentType "3" Catch Basin, Frame and GrateFill Height Tables For Aluminum & Steel Corrugated Pipe Fill Height Tables For Aluminum & Steel Arch PipeFill Height Tables For Aluminum & Steel Spiral Rib PipeFill Height Table For Circular Concrete PipeFill Height Tables For PVC PipeFill Height Table For Corrugated HDPE Pipe Fill Height Table For Steel Reinforced HDPE PipeFill Height Tables For Polypropylene PipeCulvert ID Marker Stormwater Treatment and Storage Facility Field Markers Design height of cover is the critical design height used to select pipe materials. The height of cover for any given run of pipe may vary. Design height of cover shall be measured to subgrade. Pipes with design heights less than minimum are located under the sidewalk and may be above subgrade. Cross-sectional dimensions may vary with different materials. When galvanized iron or steel and aluminum are acceptable alternates use a separate line for each type of material. Abigail Hale Ben WewerkaC02295.060 .064 RR 7 C039 10 21 .060 .064 8.1 Over extg. sew. 72" dia.36 X 6 RR 9.A.b Packet Pg. 22 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 1+00 2+00 3+00 4+00WWEEEEWEEESSSSSSEEEEEEWWWW WWWWWW"H" 100+00"PS" 1+00"PS" 2+00"PS" 3+00"PS" 4+00"PS" 0+50"PS" 1+50"PS" 2+50"PS" 3+50HAMRICK ROAD SDJaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_C01-C04.DWG 2021/08/06 13:13 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT 0 20 40 GENERAL CONSTRUCTION C01 MATCH LINE SEE SHEET C02 1 BEGIN PROJECT STA. "PS" 2+66.00 "PS" LINE 1250 1260 1270 1280 1290 1255 1265 1275 1285 Extg. ground @ "PS" line Tax Lot 500 4316 Hamrick Rd 1 2 3 4 5 6 7 8 4 5 Tax Lot 600 4286 Hamrick Rd Tax Lot 800 4258 Hamrick Rd Tax Lot 100 1777 E Pine St Sawcut 12'5'3 6 R/W R/W Exc. 442 C.Y. Emb. 0 C.Y.+66.001270.85'Subgrade SEC. 1 & 2, T.37S., R. 2W., W.M. (CITY OF CENTRAL POINT) 1250 1260 1270 1280 1290 1255 1265 1275 1285 0+50 Preserve and protect extg. junction box Const. concrete inlet cap w/ manhole lid (For details, see sht. HA02) Preserve and protect extg. sanitary sewer line Preserve and protect extg. water line Preserve and protect extg. gas line Preserve and protect extg. underground communication line Minor adjust manhole Const. Type 'A' non-mountable conc. island (Cut through design) (For details, see sht. BB02) (See dwg. nos. RD705 & RD711) Const. curb ramp, median cut through Inst. safety yellow truncated domes on new surfacing - 30 sq. ft. PCC surfacing (For details, see sht. BB02) (See dwg. nos. RD710, RD900, RD902 & RD906) Relocate extg. signal pole, cabinet and vault. (For details, see shts. M01 - M08) 9 LEGEND Full depth ACP R=65' Sawcut Ditch FL Sta: 2+66.00 Elev. 1267.14' -0.1% Ditch FL 8 9 10 "PS" LINE "H" LINE Paving limits Cut line S0°05'28.12"E 2 BIDDLE ROADPINE STREET10 7 4 33"STA. "PS" 3+05.44 P.C.Sta. 3+35, 38.51' Rt. F.L. in 1267.06 12" - 29' @ 0.1% 9.A.b Packet Pg. 23 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 4+00 5+00 6+00 7+00EEEEEEEWWEEEWWWWWWWE PINE STREET "PS" 3+00 "PS" 4+00"PS" 5+00"PS" 6+00"PS" 7+00"P S " 3 + 5 0 "PS" 4+50"PS" 5+50"PS" 6+50SD SD SD SD SD SD SD SD Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_C01-C04.DWG 2021/08/06 13:21 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT GENERAL CONSTRUCTION C02MATCH LINESEE SHEET C03MA T C H L I N E S E E S H E E T C 0 1 1 2 3 1250 1260 1270 1280 1290 1255 1265 1275 1285 1250 1260 1270 1280 1290 1255 1265 1275 1285 Extg. ground @ "PS" line Tax Lot 3100 4229 Hamrick Rd Tax Lot 3000 1860 E Pine St R 10000' 0°34'22" C.R. 1°51'44" T 162.51' Tax Lot 100 1777 E Pine St12'6'2 3 1 3 R/W R/W Cut Line Exc. 693 C.Y. Emb. 0 C.Y. SEC. 1 & 2, T.37S., R. 2W., W.M. (CITY OF CENTRAL POINT)MATCH LINE STA. "H" 100+50 SEE SHEET C04 HAMRICK ROAD"H" LINE Sawcut 0 20 40 LEGEND Full depth ACP Preserve and protect extg. water line Preserve and protect extg. underground communication line Relocate extg. power pole (by others) Sta. "PS" 3+35, 38.51' Rt. to Sta. "PS" 4+13, 35.59' Rt. Inst. 12" culv. pipe - 29' 5' depth Const. conc. pad (For details, see sht. BB02) Ditch FL Sta: 4+40.00 Elev. 1266.96' -0.1%-0.5% Ditch FL S 89° 36' 18.70" W 2" Grind and inlay ACP 1STA. "PS" 4+73.63 P.C.33"33"4 4 12" -29' 5 5STA. "PS" 4+07.20 P.T.Sta. 4+13, 35.59' Rt. F.L. out 1267.03 12" - 29" @ 0.1% 9.A.b Packet Pg. 24 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 1250 1255 1260 1265 1270 1275 1280 1285 1290 7+00 8+00 9+00 10+00 11+0011+10 WWEEEEEWWWWWWWWE PINE STREET "PS" 7+00"PS" 8+00"PS" 9+00"PS" 10+00"PS" 10+95"PS" 7+50"PS" 8+50"PS" 9+50"PS" 10+50DSD SD SD SD SD SD SD SD SD SD SD Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_C01-C04.DWG 2021/08/06 14:09 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT GENERAL CONSTRUCTION C03MATCH LINESEE SHEET C021 2 3 4 5 1250 1260 1270 1280 1290 1255 1265 1275 1285 Extg. ground @ "PS" line Subgrade Subgrade +05.391268.14'-0.5%1263.891263.34+35+40Swale FL "SW01" Line Tax Lot 2900 1860 E Pine St 11+00 Tax Lot 2700 1780 E Pine St Tax Lot 100 1777 E Pine St Paving limits12'6'END PROJECT STA. "PS" 10+05.39 1 2 R/W R/W R/W R/W Cut line Sawcut 3 4 1 SEC. 1 & 2, T.37S., R. 2W., W.M. (CITY OF CENTRAL POINT) "PS" LINE 0 20 40 Exc. 792 C.Y. Emb. 0 C.Y. Ditch FL Sta: 8+30.00 Elev. 1264.88' -0.5% Preserve and protect extg. water line Preserve and protect extg. power pole Preserve and protect extg. underground power line Preserve and protect extg. underground communication line Sta. "PS" 8+33 to Sta. "PS" 9+33 Const. biofiltration swale (For details, see sht. HA01) Sta. "PS" 9+32, 0.7' Lt. Const. manhole, 72" dia. over extg. sew. Trench resurf. - 6 sq. yd. (See dwg. nos. RD335, RD336, RD344, RD345, RD346, RD356 & RD360) Sta. "PS" 8+20, 28.50' Rt. Const. loose riprap (Class 50) - 1 cu. yd. Inst. riprap geotextile, type 1 - 3 sq. yd. (For details, see sht. HA02) Sta. "PS" 9+37.1, 34.51' Rt. Const. type "D" inlet, mod. Inst. 12" Storm sew. pipe - 21' 5' depth (For details, see sht. HA01) (See dwg. nos. RD380, RD390 & RD393) Sta. "PS" 9+31.9, 28.97' Rt. Const. type "D" inlet, mod. Inst. 6" storm sew. pipe - 6' 5' depth (For details, see sht. HA01) (See dwg. nos. RD300, RD302, RD339, RD 336, RD370 & RD388) Sta. "PS" 9+37, 15.95' Rt. Const. conc. saddle (See dwg. no RD306) 6 7 8 7 6 9 LEGEND Full depth ACP N 88° 31' 57.67" ESTA. "PS" 7+98.63 P.T.9 5 8 33"33"10 10 12" - 21' 6" - 6' Sta. 9+32, 0.7' Lt. 72" manhole, over extg. Rim: 1268.30 F.L. in 12" (N): 1262.56 F.L. in 36" (E): 1261.12 F.L. out 36" (W): 1261.12 Sta. 9+31.9, 28.97' Rt. Type "D" inlet, mod. Rim: 1264.00 F.L. in 6" (NW): 1262.74 F.L. out 12" (S): 1262.67 Sta. 9+37.1, 34.51' Rt. Type "D" inlet, mod. Rim: 1263.34 F.L. out 6" (SE): 1262.77 6"-6' @ 0.50% 12"-21' @ 0.50% 9.A.b Packet Pg. 25 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) E E E E E E E W W W W W W W W W W W W W E E E E E CONCRETE ENTRANCE REDDAWAY TRUCKINGCONCRETE EXIT REDDAWAY TRUCKING HAMRICK ROAD"H" 105+00"H" 106+00"H" 107+00"H" 108+00"H" 109+00"H" 110+00EEWW W W W W W W W W EEE E E SS SS EE WWWHAMRICK ROAD"H" 101+00"H" 102+00"H" 103+00"H" 104+00"H" 105+00HAMRICK ROAD RESURFACING C04 Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_C01-C04.DWG 2021/08/09 09:48 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINTE PINE STREETPreserve and protect extg. water line Preserve and protect extg. power pole Preserve and protect extg. underground power line Preserve and protect extg. underground communication line Preserve and protect extg. gas line Preserve and protect extg. storm sewer pipe Preserve and protect extg. inlet 1 2 3 4 5 6 7 LEGEND 2" grind and inlay ACP Tax Lot 3400 4141 Hamrick Rd Tax Lot 3600 Hamrick Rd Tax Lot 800 4000 Hamrick Rd Tax Lot 3100 4229 Hamrick Rd Tax Lot 3300 4173 Hamrick Rd Tax Lot 3400 4141 Hamrick Rd Paving limits 5 7 1 67 1 1 R=30' 6 1 3 R=30' 2 +98 Asph. conc.1 5 15 Tax Lot 801 4999 Biddle Rd 16'12'12'8'1 2 Paving limits R=57' R=53' 3 3 4 R/W R/W R/W 0 20 40BIDDLE ROAD8MATCH LINESEE BELOWMATCH LINESEE ABOVES 0° 56' 51.95" E S 0° 56' 51.95" E "H" LINE "H" LINE 27'12'8'SEC. 1 & 2, T.37S., R. 2W., W.M. (CITY OF CENTRAL POINT) 9.A.b Packet Pg. 26 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 5 ADVANCE SIGN PLAN EA01 Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_EA01.DWG 2021/08/03 14:48 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT 8' type III (L, R or LR) barricade Temp. sign support (TSS) ROAD WORK AHEAD MM DD XX AM TO XX PM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) (Suggested message 30 days prior to closure) ROAD WORK HAMRICK USE ALT ROUTE PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) (Suggested message during closure) 4 5 ROAD WORK AHEAD 1 Portable changeable message sign (PCMS) SIDEWALK CLOSED AHEAD CROSS HERE 3 R9-11a 4 5 4 4 3 PROJECT AREA LEGEND SIDEWALK CLOSED AHEAD CROSS HERE 2 R9-11aR2-6aP W20- 1 1 1 To be accompanied by dwg. nos. : TM800, TM820, TM821, TM822, TM841, TM842, TM843, TM844, TM850. 2 Kyle Farnsworth TCP STAGE AND PHASE DESCRIPTIONS: STAGE 1 - Pine and Hamrick Intersection Signal modification, along with auxiliary and bike lane construction to occur in two (2) phases. The work is broken down where the first phase can be constructed with bike/shoulder closure only. Second phase will fully close SB turn lane on Hamrick Rd. until construction is complete. Full bike lane closure on Pine St. and Biddle Rd., with ability to close outside lane during daytime hours only. ·Phase 1 - Signal work, bike lane/shoulder work ·Phase 2 - Roadway widening and island construction STAGE 2 - Hamrick Road Grind and inlay Hamrick Rd. south of Pine St. Contractor to submit flagging and phasing plan. 9.A.b Packet Pg. 27 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) "PS" 0+00"PS" 1+00"PS" 2+00"PS" 3+00HAMRICK ROAD TRAFFIC CONTROL PLAN EC01 Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_EC01-EC03.DWG 2021/08/09 10:57 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT STAGE I Phase 1 150' Buffer 160' Taper 110' 175' 350'350'350'W20-1W20-1CW11-1W21-5aCG20-2A "PS" LINE LEGEND Under construction Direction of traffic 28" tubular markers on 20' max. spacing Sign on post E PINE STREETBROOKDALE ROADBEEBE ROADExisting signal Kyle Farnsworth 28" tubular markers on 10' max. spacing ℄ Under Traffic Under Construction Tubular marker 12' Travel lane 3'5' Bike lane 5'12' Travel lane 12' Travel lane Under traffic A A SECTION A-A Sta. 2+70 (N.T.S) 9.A.b Packet Pg. 28 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) TRAFFIC CONTROL PLAN EC02 Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_EC01-EC03.DWG 2021/08/03 14:59 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT STAGE I Phase 1 BIDDLE ROAD LEGEND Under traffic Direction of traffic Sign on post See sht. EC03180' Taper W21-5aCW11-1W20-1598' 384' 500' 28" tubular markers on 20' max. spacingMEADOWBROOK DRIVEKyle Farnsworth 9.A.b Packet Pg. 29 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) "PS" 2+00 "PS" 3+00 "PS" 4+00"PS" 5+00"PS" 6+00"PS" 7+00"PS" 8+00"PS" 9+00"PS" 10+00"PS" 11+00"H" 101+00 "H" 102+00 TRAFFIC CONTROL PLAN EC03 Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_EC01-EC03.DWG 2021/08/09 10:56 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT STAGE I Phase 1 E PINE STREET 200' CG20-2A "PS" LINE HAMRICK ROAD"H" LINE Kyle Farnsworth LEGEND Under traffic Under construction Direction of traffic 28" tubular markers on 20' max. spacing Sign on post Existing signal 28" tubular markers on 10' max. spacing ℄ Under Traffic Under Construction Tubular marker 12' Travel lane 3'5' Bike lane 5'12' Travel lane 12' Travel lane A A SECTION A-A Sta. 2+70 (N.T.S) 9.A.b Packet Pg. 30 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) "PS" 0+00"PS" 1+00"PS" 2+00"PS" 3+00"PS" 4+00 "PS" 5+00 "PS" 6+00 "PS" 7+00"H" 101+00HAMRICK ROAD TRAFFIC CONTROL PLAN ED01 Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_ED01-ED03.DWG 2021/08/09 11:03 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT STAGE I Phase 2 LEGEND Under traffic Under construction Direction of traffic Sign on postBROOKDALE ROADE PINE STREETCW21-8cCW21-7Mount on TSS 8' B(III)R 8' B(III)R 150' Buffer 160' Taper 110' 175' CG20-2A 350'350'CW11-1W20-1W20-1W1-4 "PS" LINE Temp. sign support (TSS) BarricadeBEEBE ROADKyle Farnsworth NOTE: 1.WB Lane closure allowed on Biddle Rd. and E Pine St. during daytime hours only. Shift traffic control devices to outside lane at end of workday. 28" tubular markers on 20' max. spacing Existing signal 28" tubular markers on 10' max. spacing A A ℄ Under traffic Under construction Tubular marker 11.5' Travle lane 11.5' Travel lane 13' Travel lane 12' Travel lane SECTION A-A (N.T.S) 2'CW11-1W20-1 W20-1 350' 9.A.b Packet Pg. 31 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) TRAFFIC CONTROL PLAN ED02 Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_ED01-ED03.DWG 2021/08/04 08:30 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT STAGE I Phase 2 BIDDLE ROAD LEGEND Under traffic Under construction Direction of traffic 28" tubular markers on 20' max. spacing Sign on post 540' Taper Sequential arrow Barricade 8' B(III)R Sequential arrow W20-1250' 500'CW11-1CW20-5598' 122'W4-2MEADOWBROOK DRIVEKyle Farnsworth 9.A.b Packet Pg. 32 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) "PS" 2+00 "PS" 3+00 "PS" 4+00"PS" 5+00"PS" 6+00"PS" 7+00"PS" 8+00"PS" 9+00"PS" 10+00"PS" 11+00"H" 101+00 "H" 102+00 TRAFFIC CONTROL PLAN ED03 Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_ED01-ED03.DWG 2021/08/09 11:04 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT STAGE I Phase 2 (Daytime hours) E PINE STREET "PS" LINE "H" LINE See sht. ED02 100' 50' Taper 180' Buffer CG20-2A CW21-8cCW21-7HAMRICK ROADKyle Farnsworth LEGEND Under traffic Under construction Direction of traffic 28" tubular markers on 20' max. spacing Sign on post Existing Signal 28" tubular markers on 10' max. spacing NOTE: 1.WB Lane closure allowed on Biddle Rd. and E Pine St. during daytime hours only. Shift traffic control devices to outside lane at end of workday. See Section A-A on this page for details. ℄ Under traffic Under construction A A Tubular marker 11.5' Travle lane 11.5' Travel lane 13' Travel lane 12' Travel lane Under traffic Tubular marker 11.5' Travle lane 11.5' Travel lane 13' Travel lane 12' Travel lane ℄ 12' Travel lane SECTION A-A (Daytime Hours) (N.T.S) SECTION A-A (Night-time Hours) (N.T.S) 2' 2' 9.A.b Packet Pg. 33 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) "PS" 4+00"H" 100+00"H" 101+00"H" 102+00"H" 103+00"H" 104+00"H" 105+00"H" 106+00"H" 107+00"H" 108+00"H" 109+00"H" 110+00"H" 111+00"H" 100+00"H" 101+00"H" 102+00"H" 103+00"H" 104+00"H" 105+00"H" 106+00"H" 107+00"H" 108+00"H" 109+00"H" 110+00"H" 111+00HAMRICK ROAD TRAFFIC CONTROL PLAN EE01 Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_EE01.DWG 2021/08/04 14:35 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT STAGE II LEGEND Construction under traffic Direction of trafficBIDDLE ROAD"H" LINE Flagger Flagger E PINE STREETKyle Farnsworth NOTES: 1.Inst. advance signing per std. dwg. no. TM850. 2.Sidewalk to remain open as able. If sidewalk is closed install temporary pedestrian detour per std. dwg. no. TM844. 3.Maintain access to business and driveways during construction. One driveway to remain open if possible. Existing signal WORK TO BE PERFORMED: 1.Inst. "advance warning" temporary traffic control signs and devices. 2.Inst. temp. plastic drums and tubular markers as needed or directed. 3.Const. 2" grind and overlay with permanent striping. Inst. temp. striping as required by Engineer. Flagger 9.A.b Packet Pg. 34 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) BROOKDALE ROAD"PS" 0+00"PS" 1+00"PS" 2+00"PS" 3+00"PS" 4+00"PS" 0+50"PS" 1+50"PS" 2+50"PS" 3+50HAMRICK ROAD 1268 1269 1270 1271 1271 1268 127012701271 1 2 6 8 1269 1270 127212 6 9 1270 "H" 100+00Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_FB01-FB04.DWG 2021/08/06 13:35 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT 0 20 40 EROSION AND SEDIMENT CONTROL PLAN FB01 MATCH LINE SEE SHEET FB02 BEGIN PROJECT STA. "PS" 2+66.00 Tax Lot 500 4316 Hamrick Rd 1 2 2 Tax Lot 600 4286 Hamrick Rd Tax Lot 800 4258 Hamrick Rd Tax Lot 100 1777 E Pine St R/W R/W SEC. 1 & 2, T.37S., R. 2W., W.M. (CITY OF CENTRAL POINT) Const. inlet protection (Type 3) (See dwg. no. RD1010) Const. inlet protection (Type 10) (See dwg. no. RD1010) Const. sediment barrier (Type 9) (See dwg. no. RD1033) Inst. conc. washout facility1 1 Kyle Farnsworth STANDARD DRAWINGS: EROSION AND SEDIMENT CONTROL GENERAL NOTES: The construction, adjustment, maintenance, and upgrading of these erosion and sediment control measures is the responsibility of the contractor for the duration of the project to comply with Section 00280 of the Oregon Standard Specifications for Construction. Erosion and sediment control measures shown on this plan are for anticipated site conditions. Adjust or upgrade these measures for unexpected storm events to ensure that sediment and sediment-laden water does not leave the site. Develop a revised plan of the erosion and sediment control measures shown as required by Section 00280, Oregon Standard Specifications for Construction. Implement this plan for all clearing and grading activities and in segments applicable to each staging phase. Construct in such a manner so as to ensure that sediment and sediment-laden water does not enter the roadway or drainage system, or violate applicable water standards. Install measures within the right-of-way unless directed otherwise. APPLICATION - TEMPORARY/PERMANENT VEGETATIVE COVER 3 3 NOTES: 1.Place check dams in ditch sections. 2.Graphic symbols are approximate. Place erosion control measures as required and directed by Engineer. 3.Erosion and sediment control measures, including perimeter control must be in place prior to ground disturbance or vegetation removal, the control measures must be maintained and modified as directed during construction. 4.Install orange plastic mesh fence at right of way prior to starting work. 5.This project must comply with local erosion control requirements, including: A. Temporarily stabilize soils at the end of the shift before holidays and weekends, if needed. B. All exposed soils must be covered daily during the wet weather period, October 01 - May 31. Construction entrance Permanent seeding Check dam Sediment fence Inlet protection Flow direction Existing contours LEGEND Proposed contours Compost filter berm RD1000 Construction Entrances RD1005 Check Dams Type 1, 3 And 4 RD1006 Check Dams Type 2 And 6 RD1010 Inlet Protection Type 2, 3, 6, 7, 10 And 11 RD1015 Inlet Protection Type 4 RD1030 Sediment Barrier Type 2, 3 And 4 RD1031 Sediment Barrier Type 5 And 6 RD1032 Sediment Barrier Type 8 RD1033 Sediment Barrier Type 9 RD1040 Sediment Fence RD1045 Temporary Slope Drain With Energy Dissipator RD1050 Temporary Scour Basin RD1055 Slope And Channel MAtting RD1060 Tire Wash Facility Type 1 And 2 RD1065 Sediment Trap RD1070 Concrete Truck Wash Out 4 4 Concrete washout facility 9.A.b Packet Pg. 35 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) E PINE STREET "PS" 3+00 "PS" 4+00"PS" 5+00"PS" 6+00"PS" 7+00" P S " 3 + 5 0 "PS" 4+50"PS" 5+50"PS" 6+501272 126912701268 1270 1271 12661266 1267 12681269 1272 12681269 12701271 127112701269 1270 Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_FB01-FB04.DWG 2021/08/06 13:36 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT EROSION AND SEDIMENT CONTROL PLAN FB02MATCH LINE SEE SHEET FB03MATCH LINESEE SHEET FB01 1 Tax Lot 3100 4229 Hamrick Rd Tax Lot 3000 1860 E Pine St Tax Lot 100 1777 E Pine St R/W R/W SEC. 1 & 2, T.37S., R. 2W., W.M. (CITY OF CENTRAL POINT)MATCH LINE STA. "H" 100+50 SEE SHEET FB04 HAMRICK ROAD"PS" LINE 0 20 40 Const. check dam (Type 6) (See dwg. no. RD1006) Const. sediment barrier, (Type 9) 1 1 1 Kyle Farnsworth 2 2 Permanent seeding Check dam Sediment fence Flow direction Existing contours LEGEND Proposed contours Compost filter berm 9.A.b Packet Pg. 36 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) E PINE STREET "PS" 7+00"PS" 8+00"PS" 9+00"PS" 10+00"PS" 11+00"PS" 7+50"PS" 8+50"PS" 9+50"PS" 10+501268 1268 1267 1269 1263 1264 1265 1266 1268 1267 1267 12651264 12661268 Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_FB01-FB04.DWG 2021/08/06 13:36 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT EROSION AND SEDIMENT CONTROL PLAN FB03MATCH LINESEE SHEET FB02Const. check dam (Type 6) Const. sediment barrier (Type 9) Const. aggregate construction entrance (Type 1) (See dwg. no. RD1000) 1 2 Tax Lot 2900 1860 E Pine St Tax Lot 2700 1780 E Pine St Tax Lot 100 1777 E Pine St END PROJECT STA. "PS" 10+05.39 R/W R/W R/W R/W SEC. 1 & 2, T.37S., R. 2W., W.M. (CITY OF CENTRAL POINT) "PS" LINE 0 20 40 2 1 1 11 3 3 Kyle Farnsworth Construction entrance Permanent seeding Check dam Sediment fence Inlet Protection Flow direction Existing contours LEGEND Proposed contours Compost filter berm 9.A.b Packet Pg. 37 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) CONCRETE ENTRANCE REDDAWAY TRUCKING HAMRICK ROAD 1272 1272 12711269 1271 1272 1272 1273 1274 1273 "H" 105+00"H" 106+00"H" 107+00"H" 108+00"H" 109+00"H" 110+00CONCRETE EXIT REDDAWAY TRUCKING SS SS HAMRICK ROAD 12701271 1271 1270 1270 1271 1271 1271 1271 1271 "H" 101+00"H" 102+00"H" 103+00"H" 104+00"H" 105+00EROSION AND SEDIMENT CONTROL PLAN FB04 Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_FB01-FB04.DWG 2021/08/06 13:38 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINTE PINE STREETConst. inlet protection (Type 10)1 Tax Lot 3400 4141 Hamrick Rd Tax Lot 3600 Hamrick Rd Tax Lot 800 4000 Hamrick Rd Tax Lot 3100 4229 Hamrick Rd Tax Lot 3400 4141 Hamrick Rd+98 Asph. conc.Tax Lot 801 4999 Biddle Rd R/W R/W R/W 0 20 40BIDDLE ROADMATCH LINE STA. "H" 105+00SEE BELOWMATCH LINE STA. "H" 105+00SEE ABOVETax Lot 3300 4173 Hamrick Rd 1 1 1 1 1 1 Kyle Farnsworth SEC. 1 & 2, T.37S., R. 2W., W.M. (CITY OF CENTRAL POINT) "H" LINE "H" LINE 9.A.b Packet Pg. 38 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) W W W W W "PS" 9+00"PS" 8+50"PS" 9+50SD SD SD SD SD SD SD DDRAINAGE DETAILS HA01 Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_HA01.DWG 2021/08/05 08:52 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINT SWALE PLAN FOOTPRINT SCALE: 1"=20' SWALE CROSS SECTION SCALE: 1"=5' INLET DETAILS SCALE: 1"=2' OVERFLOW INLET DETAILS SCALE: 1"=2' Sta. 09+37.10' 34.51' Rt. Type "D" inlet, mod. Rim: 1263.34' F.L out 6" (SE): 1262.77' Sta. 09+31.9', 28.97' Rt. Type "D" inlet, mod. Rim: 1264.00' F.L. in 6" (NW): 1262.74' F.L. out 12" (S): 1262.67' 12" - 21' 6" - 6' Manhole, 72" diam. Rim: 1268.30' F.L in 12" (N): 1262.56' F.L. in 36" (E): 1261.12' F.L. out 36" (W): 1261.12' Extg. grnd. Aggregate subbase Erosion control matting Sl. 3:1 Sl. 3: 1 18" water quality mix4.0' 2.0' Varies2.25'10 year elevation: 1263.61' 4" water quality depth 1.0'4.0'0.5'0.5'0.5'0.5'2.0'0.5'0.5' Sl. 3: 1 Sl. 3:12.0'3.7'Rim: 1263.34' 0.5'0.5'0.5'0.5'0.5'0.5'Rim: 1264.00' 6" cap 4" orifice drill o.c. 6" cap 3" orifice drill o.c.1.0'6" PVC Invert: 1262.74' 12" SD Invert: 1262.67' 6" PVC Invert: 1262.77'1.0'2.4' 2.38' Flow spreader 50' spacing (For details, see sht. HA02) Riprap pad (Class 50) For details, see sht. HA02) Abigail Hale Ben Wewerka "PS" LINE 9.A.b Packet Pg. 39 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) DRAINAGE DETAILS HA02 Jaime Jordan Matthew PhillipsJim Behling Checker:Drafter: Designer: SHEET NO. Reviewer: FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Austin Zavala C:\DOWL_PW\D0367538\05480024_HA02.DWG 2021/08/05 08:14 WWW.DOWL.COM JACKSON COUNTY PINE AND HAMRICK INTERSECTION IMPROVEMENTS CITY OF CENTRAL POINTLength (L) Ft 5 Width (W) Ft 2 Thickness (T) Inches 1250 Class WRIP RAP PLAN RIP RAP SECTION FLOW SPREADER BOARD DETAIL 2' min. L Loose riprap (See table for class) L TLoose riprap (See table for class) Toe of slope Ditch slope Flow spreader board Swale bottom Spreader anchor stake at toe of slope (typ.) 4" min. x 4" min. x 4" min. thick conc. anchor board pad (typ.) Proposed swale grading Inst. top of spreader board 1" above bottom of swale finished grade 2' min. INLET MANHOLE COVER INLET MANHOLE COVER SECTION A-A INLET MANHOLE COVER SECTION B-B 3'-4"3'-4"#6 bars Extg. 12" RCP #3 bars 8" over center #4 hoop bar 3" dia. Extg. 12" RCP 2" clear around reinforcing Aggregate base 6" thick. nom. Extg. 12" RCP Extg. 12" RCP Invert: 1267.85 Invert: 1267.78 6"6" Rim elev: 1270.40 flush with roadway 6"6" Rim elev: 1270.40 flush with roadway 1'#6 bars #4 hoop bar #3 bars #6 bars #4 hoop bar #3 bars4"1"B B A A 12"Space stakes evenly 2' min. Abigail Hale Ben Wewerka 9.A.b Packet Pg. 40 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 9.A.b Packet Pg. 41 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 9.A.bPacket Pg. 42Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 9.A.bPacket Pg. 43Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 9.A.bPacket Pg. 44Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 9.A.bPacket Pg. 45Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 9.A.bPacket Pg. 46Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 9.A.bPacket Pg. 47Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 9.A.bPacket Pg. 48Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 9.A.bPacket Pg. 49Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 9.A.bPacket Pg. 50Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 9.A.b Packet Pg. 51 Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 9.A.bPacket Pg. 52Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 9.A.bPacket Pg. 53Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 9.A.bPacket Pg. 54Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update) 9.A.bPacket Pg. 55Attachment: Pine And Hamrick Advance Plans Roadway (1464 : Hamrick Pine Interesection Budget Update)