SPS16484 Stayton - Scio Rd Oakville Rd Paving (Linn Co ) w addenda 08-31-09

BID BOOKLET FOR HIGHWAY CONSTRUCTION OREGON DEPARTMENT OF TRANSPORTATION SALEM, OREGON GRADING AND PAVING STAYTON - SCIO RD & OAKVILLE RD PAVING (LINN COUNTY) SECTION VARIOUS HIGHWAYS LINN COUNTY AUGUSTSEPTEMBER 2178, 2009 CLASS OF PROJECT FEDERAL AID NUMBER OR "STATE"X-STP-C043(022) CLASS OF WORK FROM CLASS OF WORK SHEETASPHALT CONCRETE PAVING AND OILING BID OF BB001 (06-26-08) DESCRIPTION OF WORK Grading and Paving Stayton - Scio Rd & Oakville Rd Paving (Linn County)Section Various Highways Linn County TIME AND PLACE OF RECEIVING BIDS Bids for the work described above will be opened and read at the Oregon Department of Transportation, 455 Airport Road SE, Building E, Salem, Oregon, at 9:00 a.m on the 27th18th day of AugustSeptember, 2009 Prior to 8:00 a.m on the above date, submit Bids to: ODOT Procurement Office, Procurement Manager 455 Airport Road SE, Building K Salem, Oregon 97301-5348 Between 8:00 a.m and 9:00 a.m on the above date, submit Bids to Building K at the above address or to: Oregon Department of Transportation 455 Airport Road SE, Building E Salem, Oregon COMPLETION TIME LIMIT (Use one of the following four completion time options, as appropriate Fill in the blanks.) (Option When on-site work is to be controlled, use the following.) Complete all Work to be done under the Contract before the elapse of _ Calendar Days, or not later than , whichever occurs first Recording of the elapse of Calendar Days will begin on the day the Contractor begins On-Site Work as defined in 00110.20 (Option When seeding establishment or plant establishment is required, use the following Delete what does not apply Remove parentheses.) Complete all Work to be done under the Contract, except for (seeding establishment) (and) plant establishment, not later than (Option When there are two completion times, use the following Delete what does not apply Remove parentheses in the second paragraph as needed.) There are two Contract Times on this Project as follows: (1) Complete all Work to be done under the Contract, except for , not later than (2) Complete all Work to be done under the Contract (, except for (seeding establishment) (and) plant establishment, ) not later than (Option When none of the three options above apply, use the following.) Complete all Work to be done under the Contract not later than November 7, 2009 _ CLASS OF PROJECT This is a Federal-Aid Project CLASS OF WORK (Use one of the following four paragraphs to list the class of work determined by using the blue "Class of Work" sheet Delete the paragraphs that not apply Select the class(es) from the list below (cut and paste).) The Class of Work for this Oiling _ Project is: Asphalt Concrete Paving and The Class of Work for this Project is the combination of 1) & 2) The Class of Work for this Project is either: A) , or B) _ The Class of Work for this Project is either: A) , or B) the combination of 1) & 2) _ (Use this list to fill in the blanks above Delete this list when finished.) Earthwork and Drainage Bridges and Structures Painting Rock Production Aggregate Bases Asphalt Concrete Paving and Oiling Portland Cement Concrete Paving Pavement Markings Signing Electrical Landscaping Miscellaneous Highway Appurtenances Buildings APPLICABLE SPECIAL PROVISIONS The Special Provisions booklet applicable to the above-described work, for which Bids will be opened at the time and place stated above, is that which contains the exact information as shown above on this page Bidders are cautioned against basing their Bids on a booklet bearing any different description, date(s), class of project, or class of work SPECIAL PROVISIONS FOR HIGHWAY CONSTRUCTION OREGON DEPARTMENT OF TRANSPORTATION SALEM, OREGON GRADING AND PAVING STAYTON - SCIO RD & OAKVILLE RD PAVING (LINN COUNTY)SECTION VARIOUS HIGHWAYS LINN COUNTY AUGUSTSEPTEMBER 2718, 2009 If a prebid meeting is required, place prebid information here Otherwise delete this field This Project Includes 2009 American Recovery & Reinvestment Act (ARRA) Stimulus Funding Stayton - Scio Rd & Oakville Rd Paving (Linn County) Paving Stayton - Scio Rd & Oakville Rd Paving Grading and Paving adjustments described in 00745.96(a) except that no price adjustment will be due to the Contractor for any retested sections with a PI of inches per mile or less Segments or partial segments where one or more individual deviations are selected for corrective work according to 00745.75(c) will not be eligible for price adjustment Segments or partial segments where no individual deviations are selected for corrective work according to 00745.75(c) will be eligible for price adjustment [ End subsection 96 ] SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) FinalAssembly w/addenda 87-318-09 94 Stayton - Scio Rd & Oakville Rd Paving (Linn County) Paving Stayton - Scio Rd & Oakville Rd Paving Grading and Paving SP749 (03-31-08) SECTION 00749 - MISCELLANEOUS ASPHALT CONCRETE STRUCTURES (Follow all instructions If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project but make necessary modifications to only include project specific specifications Delete specifications that not apply to the project.) (Use the following paragraph when subsections 00749.14, 47, and 92 are NOT included in the project.) Comply with Section 00749 of the Standard Specifications modified as follows: 00749.00 Scope – Add the following to the end of this subsection: All driveways and field approaches on each respective paving unit must be completed within five (5) working days of completing the main line finished lift Prior to beginning the main line paving work the Contractor shall place a flier on the door of each residence whose driveway or field approach is to be paved The flier shall list the office phone of the contractor along with the approximate date, which the driveway will be paved 00749.44 Placing Asphalt Concrete – Add the following paragraphs: All intersections with public roads or private multiple use streets will be bladed and swept clean and tacked prior to paving as designated in the field Paving limits are as marked in the field or designated by the Engineer and are subject to change No extra compensation will be given for added/deleted lengths or widths at intersections (Use the following lead-in paragraph when any subsections 00749.14, 47, or 92 are included in the project.) Comply with Section 00749 of the Standard Specifications modified as follows: (Use the following lead-in paragraph and subsections 14 and 47 on projects with asphalt islands.) Add the following subsections: 00749.14 Concrete - Furnish commercial grade concrete meeting the requirements of Section 00440 00749.47 Concrete - Construct concrete curbs according to the applicable provisions of Section 00759 SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) FinalAssembly w/addenda 87-318-09 95 Stayton - Scio Rd & Oakville Rd Paving (Linn County) Paving Stayton - Scio Rd & Oakville Rd Paving Grading and Paving (Use the following subsection 92 on projects with asphalt islands.) 00749.92 Method "B" Complete in Place Basis - Add the following sentence after the paragraph that begins "Item (c) includes…": Item (c) also includes concrete curbs constructed with the asphalt islands SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) FinalAssembly w/addenda 87-318-09 96 Stayton - Scio Rd & Oakville Rd Paving (Linn County) Paving Stayton - Scio Rd & Oakville Rd Paving Grading and Paving SP810 (06-04-09) SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) FinalAssembly w/addenda 87-318-09 97 Stayton - Scio Rd & Oakville Rd Paving (Linn County) Paving Stayton - Scio Rd & Oakville Rd Paving Grading and Paving SECTION 00810 - METAL GUARDRAIL (Follow all instructions If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project but make necessary modifications to only include project specific specifications Delete specifications that not apply to the project.) (Use the following paragraph when subsections 40 and 90 is NOT included in the project.) Comply with Section 00810 of the Standard Specifications (Use the following lead-in paragraph and subsections 40 and 90 when hand dug guardrail post holes are required Obtain information from the Region Utility Specialist and the Designer.) Comply with Section 00810 of the Standard Specifications modified as follows: 00810.40 Timing and Coordination of Work - Add the following paragraph at the end of this subsection: Contact the Engineer and the appropriate utilities 72 hours before beginning hand digging guardrail post holes 00810.90 Payment - Add the following pay item: (j)Extra for Hand Dug Guardrail Post Holes .Each In item (j) the extra costs for hand dug holes are costs that are not covered and included in the unit price for one or more of the other listed pay items Payment for item (j) performed beyond the quantity shown in the Contract Schedule of Items will be made at the Contract unit price if the Engineer determines that the Contract unit price does not exceed the value of the work as determined on the basis of rates given in Section 00197 If the Engineer determines that the Contract unit price exceeds the value of the work, payment for the additional work will be made according to Section 00196 SP850 (04-02-09) (When this Section is used on a project and when it has a completion date of September 15 or later, contact the Scheduler to determine if a separate completion date for striping is required If a separate completion date is required, include an interim completion date in 00180.50(h).) SECTION 00850 - COMMON PROVISIONS FOR PAVEMENT MARKINGS SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) FinalAssembly w/addenda 87-318-09 98 Stayton - Scio Rd & Oakville Rd Paving (Linn County) Paving Stayton - Scio Rd & Oakville Rd Paving Grading and Paving (Follow all instructions If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project but make necessary modifications to only include project specific specifications Delete specifications that not apply to the project.) Comply with Section 00850 of the Standard Specifications modified as follows: 00850.20(b) Equipment for Longitudinal Lines - Replace the paragraph that begins "Use equipment capable of…" with the following paragraph and bullets: Provide equipment that can: • • Place two parallel lines simultaneously with inch minimum to 12 inch maximum spacings between the two lines Place the entire width of a line in one pass (Use the following subsection 20(c) when inlaid/grooved markings are required.) 00850.20(c) Equipment for Inlaid/Grooved Markings - Replace this subsection, except for the subsection number and title, with the following: Use grinding equipment with diamond grinding heads and shot-blasting equipment to create a smooth, flat-bottomed cut of uniform depth or a sloped cut as shown 00850.46 Placement Tolerance - Replace the bullet that begins "Thickness of lines…" with the following bullet: • Thickness of flat, surface applied lines: + 1/3 of the specified thickness,  1/10 of the specified thickness 00850.47(b) Curing of Material - Replace the sentence that begins "Rate the line…" with the following sentence: Rate the line, markings, and pavement marker adhesive at the time of installation to determine if the material has properly cured 00850.47(c) Retroreflectivity - Replace the sentence retroreflectometer…" with the following sentence: that begins "Use a (Note to spec writer - The metric value listed below is an industry recognized standard geometry for measuring retroreflectivity DO NOT convert the value to an English unit.) Use a 30 meter geometry retroreflectometer to measure the retroreflectivity within 48 hours of curing, except for paint applications: 00850.70 Disposal of Waste - Replace this subsection with the following subsection: SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) FinalAssembly w/addenda 87-318-09 99 Stayton - Scio Rd & Oakville Rd Paving (Linn County) Paving Stayton - Scio Rd & Oakville Rd Paving Grading and Paving 00850.70 Disposal of Materials - Dispose of all materials according to 00290.20 SP860 (10-23-08) (This Section requires SP850.) SECTION 00860 - LONGITUDINAL PAVEMENT MARKINGS - PAINT (Follow all instructions If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project but make necessary modifications to only include project specific specifications Delete specifications that not apply to the project.) Comply with Section 00860 of the Standard Specifications modified as follows: 00860.45 Installation - In the bullet that begins "For yellow colored markings…", replace the sentence that begins with "For yellow colored markings…" with the following two sentences: For yellow colored markings that delineate two-way traffic, apply the second application in the opposite direction of the first application For yellow colored markings on one-way roadways, apply the second application in the same direction of the first application SP867 (06-12-08) (This Section requires SP850.) SECTION 00867 - TRANSVERSE PAVEMENT MARKINGS - LEGENDS AND BARS (Follow all instructions If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project but make necessary modifications to only include project specific specifications Delete specifications that not apply to the project.) Comply with Section 00867 of the Standard Specifications modified as follows: 00867.90 Payment - Replace this subsection, except for the subsection number and title, with the following: The accepted quantities of work performed under this Section will be paid for at the Contract unit price, per unit of measurement, for the following items: (Modify this list of pay items to only include project specific pay items Delete those that are not required on the project Re-alphabetize the list starting with (a), then (b), etc Obtain information from the Traffic Designer.) Pay Item Unit of Measurement (a)Pavement Legend, Type : Railroad Crossing Each (b)Pavement Bar, Type Square Foot SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) FinalAssembly w/addenda 87-318-09 100 Stayton - Scio Rd & Oakville Rd Paving (Linn County) Paving Stayton - Scio Rd & Oakville Rd Paving Grading and Paving (a)Pavement Legend, Type : Arrows Each (b)Pavement Legend, Type : "ONLY" .Each (c)Pavement Legend, Type : "SCHOOL" .Each (d)Pavement Legend, Type : "SCHOOL" Large Each (e)Pavement Legend, Type : "CROSSING" Large Each (f)Pavement Legend, Type : "X-ING" .Each (g)Pavement Legend, Type : "BUS" .Each (h)Pavement Legend, Type : Railroad Crossing Each (i) Pavement Legend, Type : Railroad Crossing, Narrow Each (j)Pavement Legend, Type : Railroad Crossing, Bike Each (k)Pavement Legend, Type : HOV Diamond Each (l)Pavement Legend, Type : Cattle Guard Each (m)Pavement Legend, Type : Bicycle Lane Stencil Each (n)Pavement Legend, Type : Disabled Parking Each (o)Pavement Legend, Type : On-Street Parking Each (p)Pavement Legend, Type : Yield Line Triangle Each (q)Pavement Legend, Type : _ Each (r)Pavement Bar, Type Square Foot (Include only the appropriate following paragraphs for project specific items Delete the paragraphs that not apply to the project Re-alphabetize the paragraphs as appropriate to match the re-alphabetized list above.) In itemss (a) and (b) through (r), the type of pavement marking material will be inserted in the first blank In item (q), the name of the legend will be inserted in the second blank Item (a) includes single or multiple headed arrows as required Items (ah) and (i) includes the R x R symbol, two 24 inch wide white pavement bars placed directly above and directly below the R x R symbol, and one 24 inch wide white stop bar placed prior to the tracks Item (b) includes all transverse pavement markings that are defined as a "BAR", including but not limited to, stop bars, crosswalk bars, chevron bars, transverse median bars, and transverse shoulder bars Item (j) includes the R x R symbol and one 12 inch wide white pavement bar placed above the R x R symbol Item (m) includes the bike lane stencil and arrow Item (n) includes the wheelchair stencil only The inch wide white lines used to mark the disabled parking space and access aisle will be paid for according to 00860.90 Item (o) includes the cross style marking or the end marking SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) FinalAssembly w/addenda 87-318-09 101 Stayton - Scio Rd & Oakville Rd Paving (Linn County) Paving Stayton - Scio Rd & Oakville Rd Paving Grading and Paving Item (p) includes one 2' x 3' triangle used to form the yield line (Obtain information from the Traffic Designer to fill in the blank for item (q).) Item (q) includes Item (r) includes all transverse pavement markings that are defined as a "BAR", including but not limited to, stop bars, crosswalk bars, chevron bars, transverse median bars, and transverse shoulder bars 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 Payment for work under this Section will be limited to 75% of the amount due until the Agency has received the signed warranty SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) FinalAssembly w/addenda 87-318-09 102 Stayton - Scio Rd & Oakville Rd Paving (Linn County) Paving Stayton - Scio Rd & Oakville Rd Paving Grading and Paving SP1030 (06-26-08) SECTION 01030 - SEEDING (Follow all instructions If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project but make necessary modifications to only include project specific specifications Delete specifications that not apply to the project.) Comply with Section 01030 of the Standard Specifications modified as follows: (Use the following subsection 13(a) when alternate labeling for native plant seeds is required Obtain information from the Erosion Control Designer.) 01030.13(a) Label - Add the following to the end of this subsection: Provide alternate labeling for native plant seeds as follows: • (Use the following subsection 13(f) to include seed mix formulas Obtain the information from the Erosion Control Designer Delete what does not apply Detail seed mixes according to the following instructions:     Use the format in 13(f) which follows Show seeding categories as needed: Permanent Seeding, Temporary Seeding, Wildflower Seeding, Plant Seeding, Water Quality Seeding, or Wetland Seeding To add more categories, blank columns, or lines, copy from the blank seeding category below Fill in only the botanical and common names and the PLS seeding rate (Purity, Germination, and Amount will be obtained from actual seed labels submitted during construction so the PLS calculation can be made.) For Oregon Certified Seed, show an asterisk (*) at the beginning of the botanical name For several mixes within the same category, use (Category Name) Seed Mix No 1, No 2, etc and each mix will be a bid item When using these numbered mixes, a brief mix description may also be added that doesn’t show in the bid item name An example is Wetland Seeding, Mix No (Emergent Areas).) When more than one seed mix needs to be specified but quantities seem too small to be more than one bid item, this format can be used: Under a single bid item such as Wetland Seeding, detail multiple mixes by showing Seed Mix A, Seed Mix B, etc Give an approximate quantity for each mix that equals the quantity of the bid item.) 01030.13(f) Types of Seed Mixes - Add the following to the end of this subsection: Provide the following seed mix formulas: • Seeding: SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) FinalAssembly w/addenda 87-318-09 103 Stayton - Scio Rd & Oakville Rd Paving (Linn County) Paving Stayton - Scio Rd & Oakville Rd Paving Grading and Paving Botanical Name (Common Name) _ ( ) _ ( ) _ ( ) _ ( ) _ ( ) PLS ÷ (% Purity x % Germination) = (lb/acre) (minimum) (minimum) Amount (lb/acre) * Oregon Certified Seed • Lawn Seeding: Name Fine Fescue** Perennial Ryegrass** Kentucky Bluegrass** Colonial Bentgrass** PLS ÷ (% Purity x % Germination) = (lb/acre) (minimum) (minimum) Amount (lb/acre) ** Acceptable varieties (All of these varieties are trademarked): Fine Fescues: Creeping Red Fescue: Fortress, Ensylva Chewings Fescue: Banner, Highlight, Koket, and Jamestown Pennlawn and Cascade are acceptable only in Eastern Oregon Perennial Ryegrass: Citation, Derby, Diplomat, Manhattan, Omega, Pennfine, Regal, and Yorktown II Only Manhattan and Pennfine are acceptable east of the Cascades Kentucky Bluegrass: Adelphi, Baron, Ben-Sun, Birka, Bonnieblue, Fylking, Galaxy, Glade, Majestic, Merion, Monopoly, Primo, Sydsport, and Victa Colonial Bentgrass: Highland, Astoria, Exeter, and Holfior (Use the following subsection 14(b) when organic fertilizer is required Obtain information from the Erosion Control Designer.) 01030.14(b) Type of Fertilizer - Add the following subsection to the end of this subsection: SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) FinalAssembly w/addenda 87-318-09 104 Stayton - Scio Rd & Oakville Rd Paving (Linn County) Paving Stayton - Scio Rd & Oakville Rd Paving Grading and Paving (4) Organic Fertilizer - Furnish organic fertilizer that analyzes % nitrogen, % phosphoric acid, and % soluble potash Furnish fertilizer that has no toxicity to sites where it will be applied (Use the following subsection 15 and bullet(s) to specify other types of mulch not listed in the standard specifications, such as composted yard debris Use the generic name for the mulch and include specifications, or cite the ODOT QPL if applicable Obtain information from the Erosion Control Designer.) 01030.15 Mulch - Add the following paragraph and bullets to the end of this subsection: Furnish mulch for seeding according to the following: • (Use the following subsection 15 and bullets when hydromulch may be used for erosion control seeding Obtain the Erosion Control Designer's approval before using Delete the subsection number and heading if the above mulch paragraph and bullet is used.) 01030.15 Mulch - Add the following paragraph and bullets to the end of this subsection: Furnish straw mulch for all roadside erosion control seeding except hydromulch may be used under the following conditions: • Spring planting west of the Cascades between March and May 15 • Slopes are steeper than 1V to 1.5H and longer than 16 feet • Residential or commercial sites with low erosion potential such as sidewalk, median, or parking lot planter strips Projects that have variable slopes may include straw mulch and hydromulch when approved (Use the following subsection 42 to list Specified Weeds and plant species to be removed Obtain list from the Erosion Control Designer.) 01030.42 Weed Control - Add the following paragraph and bullets before paragraph (a) of this subsection: The following Specified Weeds and plant species to be removed include the following: • (Use the following lead-in paragraph and subsection 44(c) when organic fertilizer is required Obtain information from the Erosion Control Designer.) Add the following subsection: SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) FinalAssembly w/addenda 87-318-09 105 Stayton - Scio Rd & Oakville Rd Paving (Linn County) Paving Stayton - Scio Rd & Oakville Rd Paving Grading and Paving 01030.44(c) Organic Fertilizer - Apply organic fertilizer at a rate of _ pounds per acre at the following locations: • (Use the following subsection 60 when woody or other plant seeding is required or when native plant seeding is required Obtain information form the Erosion Control Designer Delete what does not apply Remove "(s)" or the parentheses as applicable.) 01030.60 General - Add the following sentence(s) after the last bullet: The minimum living plant coverage for woody or other plant seeding is % of ground surface The minimum living plant coverage for native plant seeding is % of ground surface 01030.71 Waste Disposal - Replace this subsection with the following subsection: 01030.71 Disposal of Materials - Dispose of all materials according to 00290.20 SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) FinalAssembly w/addenda 87-318-09 106 Stayton - Scio Rd & Oakville Rd Paving (Linn County) Paving Stayton - Scio Rd & Oakville Rd Paving Grading and Paving SP2110 (10-23-08) SECTION 02110 - POSTS, BLOCKS, AND BRACES (Follow all instructions If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project but make necessary modifications to only include project specific specifications Delete specifications that not apply to the project.) Comply with Section 02110 of the Standard Specifications modified as follows: 02110.40(a) Grading - Replace the Douglas Fir and Hem-Fir grading requirements with the following grading requirements: Species 4" x 4" 4" x 6" 6" x 6" and Larger Douglas Fir 124-c WCLIB 42.12 WWPA 123-c WCLIB 62.12 WWPA 131-cc WCLIB 80.12 WWPA Hem-Fir 124-c WCLIB 42.12 WWPA 123-c WCLIB 62.12 WWPA (not allowed) (not allowed) SECTION 02320 - GEOSYNTHETICS Comply with Section 02110 of the Standard Specifications modified as follows: 02320.20 Geotextile Property Values – Add the following paragraph after the subsection heading: The weight of pavement overlay geotextile shall be 3.5 oz/sq.yd at a minimum In Table 02320-1, replace the following values under the “Pavement Overlay Geotextile” column and “Units” column as applicable:    Tensile Strength Grab Elongation (minimum) Asphalt Retention (minimum) 90lb 55% 0.20 gal/sq yd ***** SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) FinalAssembly w/addenda 87-318-09 107 Stayton - Scio Rd & Oakville Rd Paving Grading and Paving PLANS SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) Assembly 7-8-09 ... Federal-Aid Project SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) FinalAssembly w/ addenda 8 7-3 1 8-0 9 Stayton - Scio Rd & Oakville Rd Paving (Linn County) Paving Stayton - Scio Rd & Oakville. .. regardless of amount .) SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) FinalAssembly w/ addenda 8 7-3 1 8-0 9 Stayton - Scio Rd & Oakville Rd Paving (Linn County) Paving Stayton - Scio Rd. .. Oakville Rd Paving Grading and Paving SP110 (0 3-3 1-0 8) SPS16484 Stayton - Scio Rd & Oakville Rd Paving (Linn County) FinalAssembly w/ addenda 8 7-3 1 8-0 9 Stayton - Scio Rd & Oakville Rd Paving (Linn County)