SPS13704 I405 Fremont Br Marquam Br 3-20-09 (final w add)

BID BOOKLET FOR HIGHWAY CONSTRUCTION OREGON DEPARTMENT OF TRANSPORTATION SALEM, OREGON TYPE OF WORKPAVING, GUARDRAIL, SIGNING, ILLUMINATION & RAMP METERS SECTIONI-405: FREMONT BRIDGE - MARQUAM BRIDGE HIGHWAYSTADIUM FREEWAY COUNTYMULTNOMAH COUNTY BID DATEAPRIL 16, 2009 CLASS OF PROJECT FEDERAL AID NUMBER OR "STATE"IM-S061(009) CLASS OF WORK EITHER: A) FROM CLASS OF WORK SHEETELECTRICALASPHALT CONCRETE PAVING AND OILING, or B) ELECTRICAL BID OF BB001 (06-26-08) (Use this BB001 for the Bid booklet Fill in all appropriate blanks.) DESCRIPTION OF WORK Paving, Guardrail, Signing, Illumination & Ramp Meters (Kind of Work) I-405: Fremont Bridge - Marquam Bridge Section Stadium Freeway 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 16th day of April _, 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, , 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 December 30, 2009 _ 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 either: A) Asphalt Concrete Paving and Oiling, or B) Electrical : _ 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 EElectrical 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 PAVING, GUARDRAIL, SIGNING, ILLUMINATION & RAMP METERS I-405: FREMONT BRIDGE - MARQUAM BRIDGE STADIUM FREEWAY MULTNOMAH COUNTY APRIL 16, 2009 KIND OF WORK SECTION HIGHWAY COUNTY BID DATE A MANDATORY PRE-BID MEETING WILL BE HELD ON MARCH 31, 2009, FROM AM TO NOON AT THE BARLOW SCHOOL CONSTRUCTION OFFICE, 3700 SE 92ND AVE, PORTLAND, OREGON 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 SP001 (06-26-08) (Use this SP001 with the Special Provisions booklet blanks.) Fill in all appropriate DESCRIPTION OF WORK Paving, Guardrail, Signing, Illumination & Ramp Meters I-405: Fremont Bridge - Marquam Bridge Section Stadium Freeway Multnomah County (Kind of Work) Section _ Highway _ 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 16th day of April , 20 09 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: I-405: Fremont Bridge - Marquam Bridge Paving, Guardrail, Signing, Illumination & Ramp Meters Insert Project Name Here Insert Type of Work Here 00930.90 Payment - Replace Pay Items (a), (d), (e), (h), (i) and (j) with the following pay item: (a) (d) (e) (h) (i) Truss Sign Bridge, Stadium Freeway (I-405), at MP _ Lump Sum Monotube Cantilever Sign Structures, at _ Lump Sum Bridge Structure Mounts, BridgeStructure No Lump Sum Bridge Structure Mounts, Sign No _( ) Lump Sum Sign Mount on Existing Sign Bridge, _ Lump Sum (j) Secondary Sign Mount, Sign No _ ( _ ) Lump Sum In items (a), the mile point will be inserted in the blank In item (d), the highway number will be inserted in the first blank and the milepoint will be inserted in the second blank In item (e), the signstructure number will be inserted in the blank In item (h), the sign number will be inserted in the first blank and the location will be inserted in the second blank In item (i), the highway number and milepoint will be inserted in the blank In item (j), the sign number will be inserted in the first blank and the street name will be inserted in the second blank Replace the paragraph that begins "No separate or additional payment…" with the following paragraph: 00930.80 Measurement - Add the following to the end of this subsection: The estimated quantities of structural steel are as follows: Item Estimated Quantity (Pound) 00930.90 Payment - Replace the paragraph that begins "No separate or additional payment…" with the following paragraph: No separate or additional payment will be made for route marker frames, wind bracing, pole clamps, stainless steel clamps, mast arm street name sign mounts, or special sign brackets SP940 (03-31-08) (This Section may require SP937 and SP2910.) SPS_13704(Key No.)_, I-405: Fremont Bridge - Marquam Bridge(Project Name) Se Section, (FinalAdvance) (Final) (Final with Addenda), 02/10/09(Date) 215 I-405: Fremont Bridge - Marquam Bridge Paving, Guardrail, Signing, Illumination & Ramp Meters Insert Project Name Here Insert Type of Work Here 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: (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 SP950 (03-31-08) SPS_13704(Key No.)_, I-405: Fremont Bridge - Marquam Bridge(Project Name) Se Section, (FinalAdvance) (Final) (Final with Addenda), 02/10/09(Date) 216 I-405: Fremont Bridge - Marquam Bridge Paving, Guardrail, Signing, Illumination & Ramp Meters Insert Project Name Here Insert Type of Work Here SECTION 00950 - REMOVAL OF 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 00950 of the Standard Specifications modified as follows: (Use the following subsection 02 to define the electrical systems Obtain information from the Signal Designer Remove the "(s)" or the parentheses, whichever is applicable.) 00950.02 Definitions - Add the following after the electrical systems definition: The electrical system(s) to be removed under this Contract include:      Overhead guide sign illumination on the Stadium Freeway (I-405) Illumination on the Stadium Freeway (I-405) and associated ramps Tunnel illumination on the Taylor Street on-ramp to the Stadium Freeway (I-405) Tunnel illumination on the Sunset Highway (US26) eastbound ramp to the Stadium Freeway (I-405) northbound Tunnel illumination of the 16th Avenue on-ramp to Stadium Freeway (I-405) illumination SPS_13704(Key No.)_, I-405: Fremont Bridge - Marquam Bridge(Project Name) Se Section, (FinalAdvance) (Final) (Final with Addenda), 02/10/09(Date) 217 I-405: Fremont Bridge - Marquam Bridge Paving, Guardrail, Signing, Illumination & Ramp Meters Insert Project Name Here Insert Type of Work Here (Use the following lead-in paragraph and subsection 42 when salvaging and stockpiling removed materials Be sure that a "public interest finding letter" is on file before including this subsection Contact Region electrician for Region number, phone number, and all information regarding equipment to be salvaged List materials and stockpile locations.) Add the following subsection: 00950.42 Salvaging and Stockpiling Materials - The following materials will remain the property of the Agency Salvage the materials and stockpile them at the locations indicated Contact Region _ Electrical Crew at _ to confirm delivery 48 hours prior to delivery Materials Stockpile Locations (Use the following subsection 90 when salvaging and stockpiling removed materials.) 00950.90 Payment - Add the following paragraph to the end of this subsection: No separate or additional payment will be made for salvaging and stockpiling materials 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 (Use the following lead-in paragraph and subsection 47 when temporary signal wood poles are required Check with Designer.) Add the following subsection: SPS_13704(Key No.)_, I-405: Fremont Bridge - Marquam Bridge(Project Name) Se Section, (FinalAdvance) (Final) (Final with Addenda), 02/10/09(Date) 218 I-405: Fremont Bridge - Marquam Bridge Paving, Guardrail, Signing, Illumination & Ramp Meters Insert Project Name Here Insert Type of Work Here 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 SP962 (12-11-08) (This Section requires SP440.) SECTION 00962 - METAL ILLUMINATION AND TRAFFIC SIGNAL SUPPORTS (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 00962 of the Standard Specifications modified as follows: 00962.05(c) Illumination Supports - Add the following to the end of this subsection: The following standard illumination pole drawings are prequalified for use on the Project: Ameron Pole Products Division Drg OR7, Rev C, 1/02 Drg OR8, Rev C, 1/02 Drg OR9, Rev E, 2/02 Union Metal Corp Drg 71049-B18 sh 1, R3, 2/99 Drg 71049-B18 sh 2, R3, 2/99 Drg 71049-B19 sh 1, R3, 2/99 Drg 71049-B19 sh 2, R3, 2/99 Northwest Signal Supply Drg NWS2285M, 9/00 Valmont Industries Inc Drg DB00386 sh 1, Rev B, 3/12/03 Drg DB00386 sh 2, Rev B, 3/12/03 Drg DB00386 sh 3, Rev B, 3/12/03 Drg DB00387 sh 1, Rev B, 3/12/03 Drg DB00387 sh 2, Rev B, 3/12/03 00962.41(b) Disposition of Waste Materials - Replace this subsection with the following subsection: 00962.41(b) Disposal of Materials - Dispose of all materials according to 00290.20 SPS_13704(Key No.)_, I-405: Fremont Bridge - Marquam Bridge(Project Name) Se Section, (FinalAdvance) (Final) (Final with Addenda), 02/10/09(Date) 219 I-405: Fremont Bridge - Marquam Bridge Paving, Guardrail, Signing, Illumination & Ramp Meters Insert Project Name Here Insert Type of Work Here SP970 (05-16-08) (This Section requires SP960 and SP962.) SECTION 00970 - HIGHWAY ILLUMINATION (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 00970 of the Standard Specifications modified as follows: Add the following subsection: 00970.50 Grounding and Bonding - In addition to the requirements of 00960.50 and 00962.50, ground and bond metal illumination poles and high mast towers according to the following: Install inch non-metallic conduit from the pole base to the concrete and polymer concrete junction box at each pole Install a ground rod in each junction box and install No AWG copper ground wire from the ground stud in the pole base to the ground rod in the junction box The ground rod may be installed in the same junction box that provides illumination circuitry to the pole, however, provide a separate and independent conduit for the ground wire Bond all metal conduit and metal junction box covers, if used, together to the ground rod On the inside of high mast tower shafts, weld a 1/2 inch Type 308, 309, or 310 threaded stainless steel stud for a grounding lug Locate the grounding lug 90 degrees from and level with the bottom of the handhole 00970.80 Measurement - In the paragraph that begins "The estimated quantities of…", replace the sentence that begins "The estimated quantities of…" with the following sentence: The quantities of lighting poles and arms are listed on the Project plans SP990 (06-12-08) (This Section requires SP960 and SP962 May require SP963, SP2920, and SP2925.) SECTION 00990 - TRAFFIC SIGNALS (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.) SPS_13704(Key No.)_, I-405: Fremont Bridge - Marquam Bridge(Project Name) Se Section, (FinalAdvance) (Final) (Final with Addenda), 02/10/09(Date) 220 I-405: Fremont Bridge - Marquam Bridge Paving, Guardrail, Signing, Illumination & Ramp Meters Insert Project Name Here Insert Type of Work Here (Use the following paragraph when subsection 42 and subsection 90 are NOT included in the project.) Comply with Section 00990 of the Standard Specifications (Use the following lead-in paragraph when subsection 42 or subsection 90 are required.) Comply with Section 00990 of the Standard Specifications modified as follows: (Use the following subsection 42 when audible pedestrian signals are required Check with Signal Designer before using.) 00990.42 Indication Equipment - Add the following to the end of this subsection: (h) Audible Pedestrian Signal (APS) - Provide a unique APS sound coincidental with the WALK indication The APS system shall include a solid state electronic board, power supply, enclosure, loudspeaker, and mounting hardware necessary for fulfilling the intended use and the applicable portions of Standard Specification for Microcomputer Signal Controller (1) General - Provide an actuated delay time button that is adjustable in one-second increments throughout the range of to 15 seconds The APS unit shall have a sound inhibit circuit capable of control by an external device (2) Electrical Requirements - The APS unit shall operate on 95 to 130 VAC, 60Hz, ≤ W Provide a power protection circuit consisting of both fuse and transient protection Provide an optically isolated circuit allowing delayed actuation of the audible signal (3) Environmental Requirements - The APS unit shall function properly throughout an ambient air temperature range of -35 F to +165 F (4) Outputs - Provide voice message, including automatic repeat capability for messages up to 20 seconds in length The audible signal shall be self-adjusting based on ambient noise during the WALK period The volume level at a distance of feet from the APS enclosure shall be 66 dB typical, with a maximum of 90 dB The minimum volume level shall be adjustable proportionally from 66 dB to 90 dB without dismantling the APS unit housing SPS_13704(Key No.)_, I-405: Fremont Bridge - Marquam Bridge(Project Name) Se Section, (FinalAdvance) (Final) (Final with Addenda), 02/10/09(Date) 221 I-405: Fremont Bridge - Marquam Bridge Paving, Guardrail, Signing, Illumination & Ramp Meters Insert Project Name Here Insert Type of Work Here Provide two switch-selectable electronic sounds according to the following: Parameter Sound No Sound No Sound type Method "Peep-peep" Electronic var frequency tone 1.0 sec  20% 0.2 sec  20% 2800 Hz  20%  800 Hz  20% "Cuckoo" Electronic var frequency tone 1.5 sec  20% 0.6 sec  20% 1100 Hz  20% +120 Hz  20% Period Duration Frequency Base Frequency Deviation (Use the following subsection 90 when Section 00963 is included for standard mast arm pole drilled foundations or standard strain pole drilled foundations Delete the pole foundation type that does not apply Remove the parentheses.) 00990.90 Payment - Add the following paragraph before the paragraph that begins "No separate or additional…": Standard mast arm pole foundations (and standard strain pole foundations) will be paid for according to 00963.90 SPS_13704(Key No.)_, I-405: Fremont Bridge - Marquam Bridge(Project Name) Se Section, (FinalAdvance) (Final) (Final with Addenda), 02/10/09(Date) 222 I-405: Fremont Bridge - Marquam Bridge Paving, Guardrail, Signing, Illumination & Ramp Meters Insert Project Name Here Insert Type of Work Here 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) SP2910 (03-31-08) (Use this Section only when Type "W9" signs are required.) SECTION 02910 - SIGN MATERIALS (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 02910 of the Standard Specifications modified as follows: 02910.02 Types of Signs - Replace the "W9" sign type with the following: "W9" Silver-white Type III or Type IV sheeting background with blue nonreflective screened or cut-out permanent legend SP2920 (03-31-08) (Use this Section only when standard loop feeders exceed NEC maximum fill rates on small existing conduits Check with Signal Designer before using.) SPS_13704(Key No.)_, I-405: Fremont Bridge - Marquam Bridge(Project Name) Se Section, (FinalAdvance) (Final) (Final with Addenda), 02/10/09(Date) 223 I-405: Fremont Bridge - Marquam Bridge Paving, Guardrail, Signing, Illumination & Ramp Meters Insert Project Name Here Insert Type of Work Here SECTION 02920 - COMMON ELECTRICAL MATERIALS (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 02920 of the Standard Specifications modified as follows: 02920.22 Cable - Add the following sentence to the end of the "Loop Feeder Cable" bullet: When shown, construct loop feeder circuits of two-conductor No 18 AWG twisted pair shielded cable with drain wire conforming to IMSA 50-2 SPS_13704(Key No.)_, I-405: Fremont Bridge - Marquam Bridge(Project Name) Se Section, (FinalAdvance) (Final) (Final with Addenda), 02/10/09(Date) 224 I-405: Fremont Bridge - Marquam Bridge Paving, Guardrail, Signing, Illumination & Ramp Meters Insert Project Name Here Insert Type of Work Here SECTION 02926 - HIGHWAY ILLUMINATION MATERIALS Comply with Section 02926 of the Standard Specifications supplemented and/or modified as follows: 02926.52 Ballasts - Add the following: (a) Underdeck Luminaires - High pressure sodium (HPS) ballasts for Underdeck wall mount luminaire shall be High Power Factor type and have a minimum power factor of 90 percent 02926.70 Tunnel and Underpass Illumination: (a) Conduit - All conduit above grade and in the tunnel structure(s) shall be Rigid Galvanized steel with fittings, and pull boxes suitable for NEMA ICS Type applications All runs shall be completed and clean and free from foreign matter inside before the conductors are drawn in During the installation, raceways are to be plugged or capped to prevent the entrance of foreign materials (b) Wires - Wires shall be copper, type XHHW Splices and connectors shall be in accordance with UL 486A and 510 Install silicon bronze split bolt connectors for all conductors No AWG and larger In line, waterproof, insulated, insulation piercing Tee taps shall be used in junction boxes for circuit taps to luminaires (c) Tunnel and Underpass Luminaires - Furnish and install MC3-type, tunnel lighting fixtures (GE Tunnel Guard or approved equal) complete with lamps, ballasts, fuses, terminal blocks, capacitors, reflector, gaskets, latches, lenses, hinges, lamp holders, wiring, starters, mounting plates and all accessories necessary to perform tunnel or underpass lighting as a coordinated assembly All luminaire components shall meet the requirements of the latest version of UL l572 High Intensity Discharge Lighting Fixture (wet label) specification The luminaires shall be for use in exterior environments between -10 and 45 degrees Centigrade, and to 100% humidity The luminaires shall be suitable for the environment encountered in vehicular covered roadways Examples of the conditions to be taken into consideration are as follows:      Air containing a large percentage of lint and dust particles Exposure to chemically corrosive solutions from auto emissions, pavement deicing salts, and pavement traction minerals Concrete leaching onto mounting plates and luminaires Covered roadway cleaning involving high pressure detergent wash downs Vibration from large tractor trailer trucks traveling within five feet of the luminaires The luminaires shall have the following features to facilitate maintenance:   Quick and easy luminaire removal with gloves on for the purpose of repair in shop Luminaire cleaning using high pressure water and detergent SPS_13704(Key No.)_, I-405: Fremont Bridge - Marquam Bridge(Project Name) Se Section, (FinalAdvance) (Final) (Final with Addenda), 02/10/09(Date) 225 I-405: Fremont Bridge - Marquam Bridge Paving, Guardrail, Signing, Illumination & Ramp Meters Insert Project Name Here Insert Type of Work Here  Luminaire relamping  Repair and replacement of modular interior components Lamp holders shall be mogul, heavy-duty type, composed of glazed porcelain rated for 4,000 volts pulse voltage The mogul socket shall be UL listed for 600 volt, 1,500 watt operation Each luminaire shall be provided with grounding terminal suitable for a single conductor of #10 AWG stranded copper wire connection For the mounting arrangements for the tunnel luminaires, the supplier of the luminaires shall provide any proprietary components of the luminaire mounting assembly Protect luminaires from damage and weather prior to installation Store luminaires in a secure, clean, dry, heated location A minimum of four bolts per mounting plate shall be used to attach the luminaire mounting plate Use 0.375 inch diameter, 3.5 inch long, Epoxy Anchor bolts Contractor shall submit sample of anchor bolts and shall obtain pre-approval from ODOT Bridge Section before installation Alternatively, Contractor may use ferrule inserts in the concrete landing in the corner, for the bolts installation such as Dayton/Richmond F-50 Ferrule Inserts Submit sample and obtain pre-approval before installation Luminaires shall satisfy following requirements; (1) Housing - The housing shall be formed of cast aluminum alloy using the permanent mold process The casting shall have a minimum 0.125 inch wall thickness No welding shall be permitted in constructing the luminaire housing The external operating temperature of the housing shall not exceed 167 degrees F Stainless steel screws or bolts used for attachment of the mounting or hinging components to the luminaire housing shall be provided with a nonmetallic coating to prevent corrosive interaction between the stainless steel fastener and the luminaire aluminum alloy The coating shall withstand the standard 5% salt spray corrosion test by more than 1000 hours The screws shall be of a thread rolling type All luminaire assemblies are designed for rapid removal The rapid removal is carried out by the following action: • Disconnect the cord cap • Unlatch the latches and swing the luminaire downward • Slide the luminaire off the hinges In order to prevent entry of moisture into the luminaire housing, provide a NEMA ICS 6, Type enclosure Additionally, the luminaire shall be sealed in such a manner that no water shall enter the luminaire The luminaires shall consist of standardized sizes and shapes Although there are differences in the ballast wattage between various luminaires, the housing of all luminaires shall not be greater than 24 in long by 24 in wide x in deep Luminaires shall be secured by latches to a luminaire mounting plate The junction between the lens frame and the luminaire housing shall be sealed with a gasket of high strength silicone rubber The gasket seal shall be weatherproof, SPS_13704(Key No.)_, I-405: Fremont Bridge - Marquam Bridge(Project Name) Se Section, (FinalAdvance) (Final) (Final with Addenda), 02/10/09(Date) 226 I-405: Fremont Bridge - Marquam Bridge Paving, Guardrail, Signing, Illumination & Ramp Meters Insert Project Name Here Insert Type of Work Here moisture proof, and dust proof The gasket shall be securely attached to the luminaire housing or lens frame and not depend solely on adhesive to hold it in place Latches shall evenly compress the gasket against the housing All luminaire housing auxiliary components, regardless of alloy used for the housing, shall be manufactured of stainless steel These include latches, screw, bolts, nuts, and washers used in constructing the luminaire housing Latching and hinging components shall be fabricated from stainless steel alloy A luminaire mounting plate with nominal dimensions of 26.5 in wide x 30.5 in long shall be supplied for each luminaire The mounting plate, constructed of 10 gauge #316 stainless steel, shall be furnished with four slotted holes (0.5 in wide by 1.0 in long) for bolting plate to the landing on the corner The aluminum surfaces inside and outside of the luminaire shall undergo an alkaline cleaning and a pretreatment process of electro-deposited epoxidized acrylic paint Minimum film thickness of this primer coat shall be mil after curing The paint used for the luminaire protection against the corrosive elements shall be “TGIC" (tiglycidyl isocyanurate) polyester powder paint with a minimum total dry film thickness of mil, applied on both the inside and the outside of the luminaire housing Color shall be light gray, ANSI 70 All stainless steel hardware, hinges, and latches shall be installed after the luminaire fixture has been painted Each luminaire housing shall be permanently marked with the manufacturer's name, the luminaire type, the wattage, with text oriented to be read from left to right when the luminaire is permanently mounted This marking shall be visible from below with the lens assembly removed Also, on the exterior of the housing this information shall be applied with in high by 1.5 in wide black characters on a 3.5 in high yellow background made of premium outdoor grade vinyl with permanent heat resistant adhesive (2) Lens - The lens shall be manufactured of flat 0.25 in minimum thickness tempered glass plate It shall be heat resistant, non-discoloring, mechanical and thermal impact resistant, capable of withstanding sound vibrations as well as liquid pressure and mechanical impacts The lens shall withstand a wash down with cold water (40 degrees F) five minutes after the luminaire has been turned off (3) Reflector - The reflector systems may be hydroformed and/or fabricated as required to achieve the necessary photometric performance A hydroformed reflector assembly shall consist of high purity aluminum of minimum 0.0325 inch thick sheet Aluminum used for the reflector shall be #3002 alloy The reflector shall be treated to provide the necessary light reflectance compatible with the optical design requirements Alternatively, the reflector may utilize a thin impermeable coating of high purity borosilicate glass to achieve the necessary reflectance The fabricated reflector assembly shall consist of a segmented optical system of homogeneous sheet aluminum, electrochemically brightened, anodized and sealed The segmented reflector shall be set in a faceted arc image duplicator pattern to achieve the proper distribution The reflector assembly shall be secured to the luminaire housing to ensure its geometric position with respect to intended light distribution and control requirements SPS_13704(Key No.)_, I-405: Fremont Bridge - Marquam Bridge(Project Name) Se Section, (FinalAdvance) (Final) (Final with Addenda), 02/10/09(Date) 227 I-405: Fremont Bridge - Marquam Bridge Paving, Guardrail, Signing, Illumination & Ramp Meters Insert Project Name Here Insert Type of Work Here All edges shall be smooth and rounded The reflector assembly shall not deform when subjected to normal wiping and cleaning (4) Ballast - Ballasts shall be furnished and installed as required for all lighting fixtures Ballasts shall be designed to meet the latest UL 1029 specification and to operate the lamps as specified in this provision The ballast shall be a three coil isolated winding magnetic regulator Ballasts shall be NEMA Class 220 (formerly Class H) type (180 degrees C) and shall be designed for operation on a 480 volt single phase system The terminal block and all connections shall be rated 600 volts, with a total insulation level of 10.0 KV Ballast operating temperature shall not exceed 302 degrees F for full ballast life The starter supplied with the ballast shall be of plug-in type to allow its removal without special tools Each ballast, starter and capacitor shall be provided with nameplates indicating manufacture's product name model number, rating, and similar essential data The capacitors shall be constructed according to the latest ANSI specification for the luminaire operating temperature (minimum rating 194 degrees F) and shall be of close tolerance to assure consistency of lamps They shall be non-PCB type and provided with pressure sensitive interrupters (5) Wiring - All luminaires shall be provided with a flexible cord and plug assembly to connect the luminaires to the electrical circuit Provide 3-conductor, extra flexible, #12 AWG copper wire, 105C, black thermoset polymer jacket, thermoset rubber insulation, per UL62 The plug assembly shall be 600 volt, 20 Amp, pole, wire, grounded, type Brad Harrison Quick Change Molded Connectors, or equal (NEMA Reference: L9-20R and L9-20P) When engaged the receptacle shall securely hold the plug to prevent accidental disengagement due to vibration The conductors shall be terminated in the fixture with terminal blocks The cord length between the luminaire and the connector shall be a minimum of ft and shall be long enough to make stress-free connection to the cord Excess wires shall be tucked in secure manner so no wires hang off from the wall The cord length between the receptacle and the junction box shall be a minimum of 16 in A cast aluminum cord fitting with neoprene bushing, washers and gland nut (suitable for use in wet locations) shall be provided where the cord attaches to the luminaire housing Attach a wiring diagram to the luminaire interior wall Diagram shall be legible under field maintenance conditions and throughout the life expectancy of the fixture Each luminaire shall be provided with a single pole 8.0 ampere type KTK fuse fitted to a fusible terminal block, rated 600 volts This fuse element applies to all luminaires regardless of the lamp size Wiring between the ballast and the lamp socket shall be made using SF-2 insulated wire, having the rating of 600 volt, 200 C Wiring between the ballast and its auxiliary components shall be made using XFF cross linked polyolefin insulated wire rated 302 degrees F All wiring shall be color coded and arranged in a neat manner All wiring to or from the ballast shall be made with plug in connectors to permit removal of the ballast tray in the field without the use of tools SPS_13704(Key No.)_, I-405: Fremont Bridge - Marquam Bridge(Project Name) Se Section, (FinalAdvance) (Final) (Final with Addenda), 02/10/09(Date) 228 I-405: Fremont Bridge - Marquam Bridge Paving, Guardrail, Signing, Illumination & Ramp Meters Insert Project Name Here Insert Type of Work Here (6) Photometric Requirements: (i) MC3 Type Luminaires - The fixtures shall provide a cutoff, asymmetric distribution of light, with the majority of lamp lumens being directed toward the street side When mounted horizontally, the luminaire shall have photometric characteristics as listed below: 100W and 150 Watt Fixture (30ft mounting height) Per 1000 lamp lumens: Maximum Candela 310.5 Maximum Candela at 90 degrees 1.2 Maximum Candela at Nadir 132.5 Utilization of rated lamp lumens: Minimum directed to street side Minimum directed to house side Minimum total-downward 400 Watt Fixture (25ft mounting height) Per 1000 lamp lumens: Maximum Candela Maximum Candela at 90 degrees Maximum Candela at Nadir Utilization of rated lamp lumens: Minimum directed to street side Minimum directed to house side Minimum total-downward 41.8% 36.2% 77% 475.7 2.8 0.2172 51.4% 21.1% 72.5% (7) Lamps - Install the type and wattage indicated Provide lamps from one of the following manufacturers: Sylvania, GE, or Phillips (d) Warranty - The Contractor shall provide a written 1-year warranty guaranteeing all luminaires and luminaire installations are free from defects in workmanship and material except lamps Warranty shall commence after completion of the installation Warranty shall cover all parts and labor charges incurred during replacement of defective luminaires and luminaire installations The contractor shall provide warranty maintenance services within 48-hours after notification SPS13704 I-405: Fremont Bridge - Marquam Bridge SPS_13704(Key No.)_, I-405: Fremont Bridge - Marquam Bridge(Project Name) Se Section, (FinalAdvance) (Final) (Final with Addenda), 02/10/09(Date) 229 ... of Minority, Women and Emerging Small Business (OMWESB) web site at http://www4.cbs.state.or.us/ex/dir/omwesb/ or by telephone at (503) 947-7924 I-405: Fremont Bridge - Marquam Bridge Grading,... DESCRIPTION OF WORK Paving, Guardrail, Signing, Illumination & Ramp Meters I-405: Fremont Bridge - Marquam Bridge Section Stadium Freeway Multnomah County (Kind of Work) Section _ Highway... Emerging Small Business (OMWESB) web site at http://www4.cbs.state.or.us/ex/dir/omwesb/ or by telephone at (503) 947-7924 I-405: Fremont Bridge - Marquam Bridge Paving, Guardrail, Signing, Illumination