SPS 14031 I-84 Dodson - Tanner Creek Bundle 209 Final 1-29-09

BID BOOKLET FOR HIGHWAY CONSTRUCTION OREGON DEPARTMENT OF TRANSPORTATION SALEM, OREGON GRADING, DRAINAGE, STRUCTURES AND PAVINGTYPE OF WORK SECTIONI-84: DODSON - TANNER CREEK BUNDLE 209 HIGHWAYCOLUMBIA RIVER HIGHWAY COUNTYMULTNOMAH COUNTY BID DATEMarch 19, 2009 CLASS OF PROJECT FEDERAL AID NUMBER OR "STATE"X-IM-OTIA-S002 (091) CLASS OF WORK FROM CLASS OF WORK SHEETBRIDGES AND STRUCTURES BID OF BB001 (06-26-08) (Use this BB001 for the Bid booklet Fill in all appropriate blanks.) DESCRIPTION OF WORK Grading, Drainage, Structures and Paving (Kind of Work) I-84: Dodson - Tanner Creek Bundle 209 Columbia River Highway Multnomah 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 19th day of _ March, 20 .09 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 .May 28, 2010 (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, , not later than except for (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 _ CLASS OF PROJECT (Delete word which does not apply Remove parentheses.) This is a (Federal-Aid) (State) 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 Project is: _.Bridges and Structures 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, DRAINAGE, STRUCTURES AND PAVINGKIND OF WORK I-84: DODSON - TANNER CREEK BUNDLE 209SECTION COLUMBIA RIVER HIGHWAYHIGHWAY MULTNOMAH COUNTYCOUNTY March 19, 2009BID DATE If a prebid meeting is required, place prebid information here Otherwise delete this field SP001 (06-26-08) (Use this SP001 with the Special Provisions booklet blanks.) Fill in all appropriate DESCRIPTION OF WORK Grading, Drainage, Structures and Paving (Kind of Work) I-84: Dodson - Tanner Creek Bundle 209 Section Columbia River _ Highway Multnomah _ 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, Bldg E, Salem, Oregon 97301-5348, at 9:00 a.m on the 19th day of March, 2009 day of , 20 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 .May 28, 2010 (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: I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures and Paving Section 00937, which is not a Standard Specification, is included in this Project by Special Provision Description 00937.00 Scope - This work consists of preparing and coating metallic sign supports, including single post, multi-post, triangular base, and exit number supports, sign backs, and illumination poles and arms as shown or as directed and according to Section 00594 Materials 00937.10 Materials - Furnish materials meeting the requirements of Section 00594 and the following: (a) Manufacturing - Coat galvanized and aluminum surfaces with products from the same manufacturer, which are compatible with one another Manufactures producing galvanized and aluminum surface coating products conforming to the above requirements include the following: Xymax Rodda Paint 12000 SW Garden Place Portland, OR 97219 (503) 521-4300 Wasser High-Tech Coatings 8041 S 228th Kent, WA 98032 (253) 850-2967 Other coating products meeting the above requirements may be used with the approval of the Traffic Engineer (b) Coating - The coating for all surfaces to be painted shall consist of one single-component, moisture-cured aliphatic polyurethane For galvanized surfaces, provide coatings conforming to the following minimum requirements: Topcoat - Matte Finish: Generic type: Vehicle type: Volume of solids: VOC content: Finish: Pigment Color*: Micaceous iron oxide-filled, single-component, moisturecured, aliphatic polyurethane Moisture-cured aliphatic polyurethane 50% minimum 2.8 lb/gal maximum Matte Minimum of 3.0 lb/gal of micaceous iron oxide Sign Back (including plywood): Color No Sherwin Williams Otter (6041) Steel Sign Post: Federal Standard 595B color #30099 As specified Topcoat - Semi-Gloss Finish: SPS 14031 I-84: Dodson - Tanner Creek Bundle 209 Section Final 11-12-08 197 I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures and Paving Generic type: Vehicle type: Volume of solids: VOC content: Finish: Color*: Single-component, moisture-cured, aliphatic polyurethane Moisture-cured aliphatic polyurethane 60% minimum 2.8 lb/gal maximum Semi-Gloss As specifiedSign Back (including plywood): Color No Sherwin Williams Otter (6041) Steel Sign Post: Federal Standard 595B color #30099 *Provided for color intent only Construction 00937.40 General - Prepare metal sign supports and apply coatings according to Section 00594 and the following: (a) New Galvanized Surfaces - Before coating, clean new galvanized surfaces with solvent (SSPC-SP1) followed by either a light brush blast (SSPC-SP7), surface etching with a 7% - 10% hydrochloric acid solution, or a vinyl wash material (designed to prepare galvanized surfaces for coating application) to produce a slightly abraded or etched appearance Ensure that the surface is free of all debris or material resulting from the surface preparation procedures before painting Take care that all oil, grease or similar contaminants are removed by the initial solvent cleaning before acid etching If using abrasive blasting, not destroy the integrity of the galvanized surface If using vinyl wash, use material compatible with the applied coating (b) Weathered Galvanized Surfaces - Lightly brush-blast (SSPC-SP7) existing weathered galvanized surfaces with a light abrasive to remove loose delaminating surface contaminants, corrosion, and other deleterious material Perform the abrasive blasting in a manner that will properly clean the surface but not destroy the integrity of the galvanizing Provide an adequate surface to which the coating system can adhere (c) All Surfaces - Remove tears, slivers, and other surface defects, sharp edges, and edges hardened or damaged by flame cutting, shearing, or similar operations Grind all welds smooth Clean all surfaces of material detrimental to the application of the coating system as follows: (1) Cleaning Methods - Use one or any combination of these cleaning methods: • • • • high-pressure abrasive blasting surface etching with a 7% - 10% hydrochloric acid solution vinyl wash compatible with coating other means approved by the Engineer Use methods specified in SSPC-SP1 "Solvent Cleaning", SSPC-SP2 "Hand Tool Cleaning", or SSPC-SP3 "Power Tool Cleaning", as necessary to augment primary cleaning procedures SPS 14031 I-84: Dodson - Tanner Creek Bundle 209 Section Final 11-12-08 198 I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures and Paving (2) Abrasives - Perform blast cleaning using an abrasive of a size which does not destroy the integrity of the galvanized surface, but provides an adequate profile for proper adhesion Remove all materials detrimental to adhesion of the coating system not removed by solvent cleaning Use abrasives having no corrosion products, water, oil, or any other material detrimental to the application and adherence of the coatings Abrasive cleanliness will be tested using ODOT TM 616 Wet abrasives are allowed if wet abrasive blasting methods are used (3) Air - For abrasive blasting or blowing down, use high-pressure air that is free of water, oil, or any other material detrimental to the subsequent application of the coating system Provide adequate separators and traps The cleanliness of the air will be tested using ODOT TM 618 (4) Cleaning Procedures - Perform abrasive blasting operations without damaging partially or entirely completed portions of the work Do not use blast cleaning adjacent to areas being coated Examine the prepared surfaces for corrosion, water, oil, grease, or any other material deposited during cleaning operations Remove any detrimental material by solvent cleaning and reblast or re-etch if necessary (5) Final Preparation - Immediately before coating, ensure that the prepared surface is: • Blown down with high-pressure air supplemented by brushing if necessary • Free of all residue • Acceptable to the Engineer Measurement 00937.80 Measurement - No measurement of quantities will be made for work done under this Section Payment 00937.90 Payment - No separate or additional payment will be made for work done under this Section Payment will be included in payment made for the appropriate sign support items SP940 (03-31-08) (This Section may require SP937 and SP2910.) SECTION 00940 - SIGNS (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 00940 of the Standard Specifications modified as follows: SPS 14031 I-84: Dodson - Tanner Creek Bundle 209 Section Final 11-12-08 199 I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures and Paving (Use the following subsection 00 when directed by the Sign Designer If used, include SP937.) 00940.00 Scope - Add the following to the end of this subsection: Paint the backs of aluminum substrate signs, and all metal sign supports, according to Section 00937 00940.46 Inspection - Replace the sentences that begin "Inspection will…" and "Testing for…" with the following sentence: Inspection will be for conformance to the plans and Specifications, and for conformance to nighttime visibility SP960 (06-26-08) (This Section requires SP440 and SP442.) SECTION 00960 - COMMON PROVISIONS FOR ELECTRICAL SYSTEMS (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 00960 of the Standard Specifications modified as follows: 00960.41(f) Disposition of Waste Materials - Replace this subsection with the following subsection: 00960.41(f) Disposal of Materials - Dispose of all materials according to 00290.20 Add: (Use the following lead-in paragraph and subsection 47 when temporary signal wood poles are required Check with Designer.) Add the following subsection: 00960.47 Wood Poles - Submit wood pole designs according to 00960.02 including proposed ANSI 05.1 wood pole Class, guy anchor and span wire designs, and pole setting depths 00960.80 Measurement – Add the following at the end of the paragraph: No measurement will be made for installing hangers and placing rigid conduit provided by the City of Cascade Locks See SP 00160 SPS 14031 I-84: Dodson - Tanner Creek Bundle 209 Section Final 11-12-08 200 I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures and Paving 00960.90 Payment - Add the following at the end of the paragraph: No separate or additional payment will be made for coordinating and time allowed for conduit placed by others prior to completing retaining wall structure backfill No separate or additional payment will be made for placing conduit and hangars under bridge deck (conduit and supports provided by the City of Cascade Locks) See SP 00160Utility OBDP SP1030 (06-13-08) 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 01 if there are Weeds and other undesirable vegetation within the project limits that are required to be removed Contact Environmental specialist to determine if applicable ) 01030.01 Specified Weeds - Weed Management Areas are as shown (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 Environmental specialist 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, Wetland Seeding or Native Plant 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 SPS 14031 I-84: Dodson - Tanner Creek Bundle 209 Section Final 11-12-08 201 I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures and Paving 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: • “Permanent Seeding, Mix No 1”, for ODOT Willamette Valley Region Seeding: Botanical Name PLS ÷ (% Purity x % Germination) = (Common Name) (lb/acre) (minimum) (minimum) Deschampsia caespitosa (Hair Grass) 0.81 Festuca rubra (Red Fescue) 1.95 Bromus carinatus (California Brome) 14.26 _ Sitanion hystrix (Squirrel-tail Grass) 6.3 Glyceria occidentalis (Mannagrass) 1.96 _ Agrostis exarata (Spikegrass) 0.06 Elymus glaucus _ (Blue Wildrye) 7.66 Total Seeding Rate: Amount (lb/acre) 33.00 Lbs PLS/ac • “Permanent Seeding, Mix No 2”, for Douglas Fir Seeding, Permanent Seeding Mix No A: On all cut slopes along the eastern portion of the Moffett Creek alignment, augment “the pPermanent Sseeding, mMix No 1” with Douglas Fir seeds The application rate to be added to “Pthe permanent sSeeding mMix No 1” is 0.1 PLS/acre Substitutions due to lack of availability can be made in accordance with ODOT Native Plantings Recommendations and only as approved by the Engineer • Water Quality Seeding: See Sheet 2B for the Water Quality Seed Mix SPS 14031 I-84: Dodson - Tanner Creek Bundle 209 Section Final 11-12-08 202 I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures and Paving • Seeding: 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 01030.14(b-3) Statewide, Near Water – Replace this subsection with the following 01030.14(b-3) Statewide, Sensitive areas and Near Water - Do not apply fertilizer to Sensitive Areas or within 50 feet of waters of the State or U.S SPS 14031 I-84: Dodson - Tanner Creek Bundle 209 Section Final 11-12-08 203 I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures and Paving (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: (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 or Environmental specialist.) 01030.15 Mulch - Add the following paragraph and bullets to the end of this subsection: Furnish mulch for seeding according to the following: 01030.17 Pesticides – Add the following sentence to the end of the paragraph: Pesticide use, including herbicides, within 150 feet of waters of the State or U.S or any Sensitive Area is not allowed (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: SPS 14031 I-84: Dodson - Tanner Creek Bundle 209 Section Final 11-12-08 204 I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures and Paving • English Ivy • Himalayan Blackberry • • Japanese Knotweed (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: 01030.44(c) Organic Fertilizer - Apply organic fertilizer at a rate of _ pounds per acre at the following locations: • (Use the following bullets when woody or other plant or native plant seeding is required Obtain information from the landscape designer or environmental specialist.) 01030.60 General - Replace this subsection with the following: 01030.60 General- Ensure that each seeded area has a uniform, healthy and weed-free stand of grass or other seeded plants growing at the end of the establishment period The minimum living plant coverage standards for acceptance of seeding in a planted area are as follows: • Temporary Seeding - 70% coverage of ground surface • • • • • • • Permanent Seeding - 9090% coverage of ground surface Wildflower Seeding - 70% coverage of ground surface Wetland Seeding –_[insert coverage requirement] _% coverage of ground surface Water Quality and Lawn Seeding - 1000% coverage of ground surface 1030.90 Payment – Add the following pay items: (n) Permanent Seeding, Mix No 1………………………………………………… …… Acre (o) Water Quality Seeding…………………………………………………… Acre (p) Permanent Seeding, Mix No 2A….…………………………………… ….Acre 01030.90 General - Add the following paragraph(s) to the end of this subsection: No separate payment will be made for bonded fiber matrix hydraulically applied seeding and fertilizing Payment is included in payment made for the matting item according to 00280.90 SPS 14031 I-84: Dodson - Tanner Creek Bundle 209 Section Final 11-12-08 205 I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures and Paving • Woody or Other Plant Seeding – [insert coverage requirement] _% coverage of ground surface • Native Plant Seeding – _[insert coverage requirement] % coverage of ground surface OBDP SP1040 (06-13-08) SECTION 01040 - PLANTING (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 01040 of the Standard Specifications modified as follows: (Use the following subsection 19(g) when a contract growing agreement is required.) 01040.19(g) Contract Growing Plant Materials - Add the following sentence to the end of this subsection: This project requires a contract growing agreement (Use the following subsection 20(e) when the allowable size of wood chip mulch is to be listed in the Special Provisions Obtain the allowable size range from the Designer.) 01040.20(e) Wood Chip Mulch - Add the following to the end of this subsection: Provide wood chip mulch in the following size range: • 1/2 - 2" in length 01040.21 Herbicides – Replace the first paragraph with the following: The use of herbicide chemicals will be allowed only upon approval of the Agency and will not be approved for use within 150 feet of Waters of the State and U.S In all other cases, select and apply chemical herbicides according to all applicable Federal, State and local laws, as well as the WCWP requirements of the PWP The following are standard herbicide functional categories: (Use the following subsection 22 when pressure moisture stress sensors, time-released water, or moisture retention chemicals are required Delete what does not apply Remove parentheses.) 01040.22 Water - Add the following sentence to the end of this subsection: SPS 14031 I-84: Dodson - Tanner Creek Bundle 209 Section Final 11-12-08 206 I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures and Paving Provide a pressure moisture stress sensor device for this Project (Provide timed-released water for this Project.) (Provide moisture retention chemicals for this Project.) 01040.47 Fertilizers – Add the following to the end of the subsection The use of fertilizers within 50 feet of Waters of the U.S or State is strictly prohibited In all other cases, select and apply chemical herbicides according to all applicable Federal, State and local laws, as well as the PWP 01040.48(a) Method "A" (Cultivagted Planting Areas, Non-lawn) - In the paragraph that begins "Cultivate plant beds…", replace "2 inches" with "12 inches in the first sentence and replace "52 inches" with "2 inches" in the second sentence 01040.48 (b) The following planting method is required: Planting Areas) Method “B” (Non-cultivated (Use the following subsection 49 to include minimum watering frequencies for trees and shrubs Obtain information from the Designer Delete what does not apply.) 01040.49 General Planting - Add the following to the end of this subsection: The following watering frequencies are required: • For Deciduous trees that are 1/2 inch and larger, water at a frequency of _ • Conifer trees that are over feet tall, water at a frequency of • aAll shrubs, water at a frequency of ,No watering of deciduous trees, conifer trees, or shrubs is required. _ 01040.53(b) Non-Ornamental Plant Bed Areas – Change nominal depth of mulch from a nominal inch to a nominal inch depth (Use the following subsection 77(d) when sod lawn is required schedule from the Designer.) Obtain the 01040.77(d) Sod Lawn - Add the following to the end of this subsection: Provide sod lawn feeding, mowing, and general treatment as follows: • SP2110 (10-23-08) SECTION 02110 - POSTS, BLOCKS, AND BRACES SPS 14031 I-84: Dodson - Tanner Creek Bundle 209 Section Final 11-12-08 207 I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures 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 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) SP02210: This is a non-boiler plate special provision SECTION 02210 – MATERIALS FOR TIMBER AND CONCRETE Comply with Section 02210 of the Standard Specifications modified as follows: 02210.30 Coating Materials for Concrete - - Replace subsection with the following: (a) Textured Concrete Surfaces - Color No on the plansThe color shall closely match Sherwin-Williams Black Fox (#7020) This stain should act as the base color, with the use of at least shades of Sherwin-Williams Otter (#6041)Color No.1 to create a match to the median shades of the basaltic rock in the surrounding area The Contractor shall submit color samples of the proposed stains for the Engineers approval (b) Non-Textured Concrete Surfaces - Color No on the plansThe color shall closely match Miller Paint Dapper (#0192) 02210.31 Coating Requirements - - Add the following subsection: Use 100% acrylic, water repellent, vapor permeable, UV resistant concrete stain intended for exterior use on new concrete surfaces from one of the following Manufacturers: Kwal Paint 3900 Joliet Street Denver, CO 80239 Telephone 1-800-383-8406 The Sherwin-Williams Company SPS 14031 I-84: Dodson - Tanner Creek Bundle 209 Section Final 11-12-08 208 I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures and Paving 101 Prospect Avenue NW Cleveland, OH 44115 Telephone 1-800-321-8194 United Coatings 19011 E Cataldo Avenue Spokane Valley, WA 99016 Telephone 1-800-541-4383 Miller Paint Company 12812 NE Whitaker Way Portland, OR 97230 Telephone 503-255-0190 All concrete stains shall meet the following minimum requirements: Requirement Test Method Total Weight – 10.3 lb/gal minimum ASTM D1475 Solids by Weight – 40% minimum ASTM D2369 Volatile Organic Compounds - 2.9 lb/gal (350 g/L) maximum** ASTM D3960 ** This limit correlates to the amount of volatile organic compounds less exempt compounds and water if present The concrete surface stain shall be provided by the following firm: Livingston Construction, Inc 7619 Lakeside Avenue, SW Olympia, WA 98512 Telephone 360-754-8235 The concrete surface stain shall be applied in accordance to the manufacturer's written instructions for application, qualification of applicator, rate of application, and number of coats to apply Stain shall be applied only at the manufacturers recommended air temperature range It shall not be applied upon damp surfaces, in high humidity, or otherwise unsatisfactory for the work in the opinion of the manufacturer or the Engineer The Contractor shall submit five copies of the manufacturer's written specifications to the Engineer three business days prior to the start of staining work In addition to stain application to test panels as described in Subsection 00542.44, application test areas will be required prior to performing the coloring work of the finished structure Test areas shall be a minimum of 405 square feet each and included all operations and preparations herein specified The location of the test areas shall be selected from surfaces of low visibility and shall be subject to the approval of the Engineer prior to proceeding with the remaining coloration Retesting will be required where results not meet the requirements of these special provisions All work shall conform to the approved test area, which will serve as the basis for determining the appropriate stain application The approved test areas shall become part of the work This test area is in addition to the test panel as defined on these special provisions SPS 14031 I-84: Dodson - Tanner Creek Bundle 209 Section Final 11-12-08 209 I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures and Paving At boundaries between two color tones or between surfaces receiving color at different times, care shall be taken and protection provided to avoid over-spray and color overlap SP2630 (12-11-08) SECTION 02630 - BASE AGGREGATE (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 02630 of the Standard Specifications modified as follows: 02630.10(a) Grading - In Table 02630-01, add the following sieve size line before the No 10 sieve size line and add the following footnote at the end to the table: No * − − − − − * Report percent passing sieve when no grading requirements are listed SP02810: This is a non-boiler plate special provision SECTION 02810 – RAILING AND GUIDANCE DEVICESBRIDGE RAIL Comply with Section 02810 of the Standard Specifications modified as follows: 02810.50 Metal Thrie Beam Rail - - Replace subsection with the following: “Provide steel thrie beam rail according to AASHTO M 180 for “weathering” Type IV rail Rail shall be Class A Metal posts and hardware shall meet the requirements of subsections 02820.20 and 02820.30.” SP02820: This is a non-boiler plate special provision SECTION 02820 – METAL GUARDRAIL Comply with Section 02820 of the Standard Specifications modified as follows: 02820.00 Scope - Replace subsection with the following: “This Section includes the requirements for forming steel sheets into metal beam rail, and the manufacture of guardrail hardware.” SPS 14031 I-84: Dodson - Tanner Creek Bundle 209 Section Final 11-12-08 210 I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures and Paving 02820.10 Metal Beam Rail - Replace subsection with the following: “Form metal beam rail from steel Steel beam rail and backup plates shall conform to the requirements of subsection 00810.10 02820.20 Metal Guardrail and Median Barrier Posts - Replace subsection with the following: “Metal posts shall be weathering steel conforming to the requirements of subsection 00810.10.” 02820.30 Guardrail Hardware - Replace paragraph with the following: “All bolts, nuts, washers and other fittings for beam type guardrail shall be weathering steel meeting the requirements of AASHTO M 180.” All bolts, nuts, and washers shall be as detailed, with nuts tapped oversize not to exceed 1/32 inch SPS 14031 I-84: Dodson - Tanner Creek Bundle 209 Section Final 11-12-08 211 ... 00199 - DISAGREEMENTS, PROTESTS, AND CLAIMS i I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures and Paving SECTION 00210 - MOBILIZATION SECTION 00220 - ACCOMMODATIONS... telephone at (503) 94 7-7 924 I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures and Paving Insert Project Name Here Insert Type of Work Here SP ROJT RAPP (0 1-1 5-0 9) (Use this special... MARKER POSTS ii I-84: Dodson - Tanner Creek Bundle 209 Grading, Drainage, Structures and Paving SECTION 00850 - COMMON PROVISIONS FOR PAVEMENT MARKINGS SECTION 00865 - LONGITUDINAL PAVEMENT