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Home My WebLink About102795 WESCO DISTRIBUTION INC - PURCHASE ORDER - 8854126Date: 07/14/08 Y y) ` 1 6 City of Fort Collins Page Number: 1 City of Fort Collins Purchase Order Number: 8854126 Delivery Date: 10/03/08 Buyer: DICK,OPAL Purchase Order number must appear on invoices, packing lists, labels, bills of lading, and all correspondence. Note: Per Spec 373-104 1"'lI(j I lyj—or Line Qty/Units Description Extended Price 7006-6860 35' F/G streetlight pole YARD POLE, STREETLIGHT, 35', DIRECT BURIED, TAPERED FIBERGLASS, FOR USE WITH ALUMINUM MAST ARM, PER SPEC, NO. 373-104, REV. L Bid 5877 Delivery: 5-7 Weeks Total it tort CoAmIll Director of Purchasing and Risk Management order is AQ0alid over $5000 unless signed by James B. O'Neill 11, CPPO City of Fort Collins Purchasing, PO Box 580, Fort Collins, CO 80522-0580 $82,800.00 City of Fort Collins Accounting Department PO Box 580 Fort Collins, CO 80522.0580 Appendix A - Mast Arm SPECIFICATION N0. 573-105 i A r I" r— StoUed 1 L d Of 1/2' ! -- - 13 ip, SECTION A SPAN ORIGINAL'. 5/28/85 RIFVISLD'. 1/31/89 Rev.A —I 'ISE SPAN SI RI :L A0 STOCK OCK h10 defP( T�0 -o(41 6 m 700130020 i a -Pole Dla. Q R 5.356" * 25` SECTION B SPLCIPICATIONS FOR ALUMINUM APERM OVAL MAST ARM 1) Arm shall meet or exceed ASSHTO (American Assoclotloo of Stote Highway and Trnnsportotio,r 0((Icials) standard specifications for olominvm lighting arms and fittings. 2) Arm shall hovo 2" N P.5 tenon (2 3/8" 0 D ). 3) Arrr, shall came with standard grounding lug, c+osher, and nul, and mounllag h,rderore for single arrn aNachmenl 4) Wire entry hole shall be cyommett(d for 'interior use through the polo plate. 5) Ann sholl he urethane finished to molch Benjomin Mrooro Ironclad 8ronzetonc point 1,1163-60, and shall be mdividaolly po:koged to prevont domoge during shipping and storage. REV. L 9 373-104 REV. L Appendix B -Approved Manufacturers Streetlight poles purchased under this specification shall be of the make shown below. Manufacturers not listed below may submit written proposals demonstrating compliance with these specifications for consideration of addition to the accepted manufacturer's list prior to the next request for bids. In addition to inclusion on the list below, manufacturer's poles must also satisfy all requirements of this specification to be acceptable. • W.J. Whatley Cat#: E 4135-21-50N6-Customer Special (direct bury) • W.J. Whatley Cat#: A 4329.50-21-58N6-Customer Special (anchor base) The manufacturers in the following list have been conditionally approved and may bid as an alternate. The definition and intent of "Conditional Approval" of a manufacturer is to allow the City to gain some experience with the manufacturer's product. Should a conditionally approved manufacturer be the evaluated low bidder, the City reserves the right to award all, part, or none of the order to them, dependant upon the current needs of the City for that item or items. • Newmark • Shakespeare 10 373-104 CITY OF FORT COLLINS UTILITIES Light and Power Department P.O. Box 580 Fort Collins, CO 80522 SPECIFICATION NO: 373-104 Fiberglass Mast Arm Streetlight Poles PREPARED BY: • Y wl- Bill Bray Standard ngineer APPROVED BY: Tim Sagen Standards Engineering Manager DATE: 3/1/2001 REV. L REVISION DESCRIPTIONS REVISION DESCRIPTION (previous on file) CHANGE NOTICE APPROVED REVISION J: N/A Sue Coram • Page 8, remove Shakespeare from conditionally approved per their letter of 12-9-91 4/91. Tim M.Sagen • Add "Customer Special "to Whatley's number. • Page 10, correct dwg.8 to 15" bolt circle REVISION K: Sue Coram 3-29-94 • Paragraph 4.4, add Sherwin Williams Tim Sagen 3-29-94 Polane H S REVISION L: Bill Bray 3/1101 • Reformatted (electronic) Tim Sagen 3/1/01 • Added ref. ANSI C136.20 • CONDITIONAL approval of Newmark & Shakespeare Table of Contents REVISION DESCRIPTIONS.......................................................... 1. SCOPE....................................................................................... 2. REFERENCED STANDARDS ................................................... 3. DESIGN INFORMATION.......................................................... 4. DIMENSIONAL REQUIREMENTS ............................................ 5. ADDITIONAL REQUIREMENTS ............................................... 6. SHAFT FINISH........................................................................... 7. PERFORMANCE....................................................................... 8. SHIPPING REQUIREMENTS.................................................... 9. QUALITY ASSURANCE............................................................ FIGURE 1 - DIRECT EMBEDDED ................................................ FIGURE 2 - ANCHOR BASE ......................................................... APPENDIX A - MAST ARM........................................................... APPENDIX B -APPROVED MANUFACTURERS ........................ REV. L ..................................................... 2 ..................................................... 4 ..................................................... 4 ..................................................... 4 ..................................................... 4 ..................................................... 4 ..................................................... 5 ..................................................... 5 ..................................................... 5 ..................................................... 6 ..................................................... 7 ..................................................... 8 ..................................................... 9 ...................................................10 3 373-104 SPECIFICATIONS FOR FIBERGLASS MAST ARM POLES SPECIFICATION NO. 373-104 1. SCOPE REV. L This specification outlines the requirements for fiberglass street lighting poles of the embedded and anchor base mounted type. Fiberglass street lighting poles purchased under these specifications shall be round, hollow, and of uniform taper. 2. REFERENCED STANDARDS Poles manufactured per this specification shall comply fully with ANSI standard C136.20-1990 except where otherwise indicated herein. In the event of any conflict between ANSI and this specification, the more stringent requirement shall apply. 3. DESIGN INFORMATION (common to both anchor base and direct embedded styles) Criteria Design Value Luminaire Mountin Hei ht* 33 ft. Arm Weight each 15 lbs. Max. Luminaire Wei ht each 50lbs. Max. Luminaire EPA** each 4.4 ft. Max. Arm EPA ** each 3.5 ft. Max. Steady Wind Velocity 80 mph Gust Factor 1.3 'see Appendix A for arm length and rise **Effective Projected Area (EPA) is the actual area adjusted with the appropriate drag coefficient (shape factor) to result in an equivalent area having a drag coefficient equal to one (1) 4. DIMENSIONAL REQUIREMENTS (see Figures 1 & 2 of this specification) 5. ADDITIONAL REQUIREMENTS 5.1. Each pole shall include a removable, color matched, top cap to prevent entrance of moisture. 5.2. Each pole shall be reinforced and drilled for single or double mast arm attachment (see Appendix A). Drilling requirements for mast arms shall be 1800 apart as shown in Figures 1 & 2. Two wire entry holes shall be drilled for double arm mounting. Plug the wire entry hole 900 clockwise from bottom wire entry hole or hand hole (when viewing pole from top). 5.3. Release paper used in the manufacturing process shall be removed from the inside of poles. 5.4. A manufacturer's identification tag shall be placed 12" below the lower arm -mounting hole. Tag shall be imprinted with manufacturer's name and date of manufacture. 5.5. SPECIFIC REQUIREMENTS FOR 373-104-01 (Direct Embedded) 5.5.1. Bottom wire entry hole shall be 2.5" x 5" oval (ref ANSI C136.20, Figure 1), and located 90' from arm holes as shown in Figure 1 of this specification. 5.5.2. The butt end of direct embedded poles shall be enlarged and square so as to increase the resistance to rotation and provide maximum ground bearing resistance (anti -lift). Any alternative anti -rotation methods require written approval by the City of Fort Collins Utilities Standards Engineer. 4 373-104 REV. L 5.6. SPECIFIC REQUIREMENTS FOR 373-104-02 (Anchor Base) 5.6.1. The galvanized steel base assembly shall be epoxy bonded to the pole and coated with a polyurethane coating color matched to the pole. The base plate shall be in accordance with Figure 2 (Detail A) of this specification. 5.6.2, A 2.5 x 5 oval (ref ANSI C136.20, Figure 1) hand hole shall be provided. The hand hole shall be located 900 from armholes, 18" from the bottom of the pole, as shown in Figure 2. A color -matched, nonmetallic cover with stainless -steel captive screws and suitable means for attachment shall be provided. 5.6.3. A single 1/2" - 13NC tapped hole for grounding shall be drilled in the base on the same side as the hand hole, centered between the edge of the base plate and the edge of the pole sleeve. The hole shall be free of paint and debris. 6. SHAFT FINISH 6.1. The surface of the pole shall be smooth and shall be uniform and consistent for the entire length of the pole. 6.2. The color shall be equivalent to Benjamin Moor Ironclad Bronzetone #163-60. 6.3. The resin shall contain colored pigment to match the finish coat of the pole. Solid coloration shall be throughout the entire wall thickness of the pole. 6.4. The finish coating shall be Sherwin Williams Polane0 HS pigmented polyurethane finish capable of withstanding exposure to ultraviolet, chemicals, and extreme weather conditions. Use of alternative coatings may be permitted with written approval from the City Fort Collins Utilities, L&P Standards Engineer. 6.5, The surface coating shall be uniformly applied so as to prevent craze -lines, bumps, and pinholes. The surface coating shall be minimum dry film thickness of 1.5 mils. 7.PERFORMANCE 7.1. All performance characteristics shall meet or exceed those of ANSI C136.20 as calculated in section 10.2.4.1 and 10.2.4.2 of said standard. The design limits to be used in calculating maximum wind loading, bending moment, and test force values are included in section 3 of this document. 7.2. Minimum Withstand Minimum withstand test force shall be the greater of either that calculated per ANSI C136.20 or 1300 pounds. 7.3. Static Deflection The maximum slope deviation shall be 0.12 inch in 12 inches, equivalent to a maximum theoretical angular rotation of 0 degrees 35 minutes. This limits the maximum static deflection to 1 % of the above ground pole shaft length when loaded with one arm and luminaire. 8. SHIPPING REQUIREMENTS 8.1. Fiberglass dust shall be removed from poles prior to wrapping for shipment. 8.2. Each pole shall be individually wrapped with a weather -resistant paper for protection in shipping and storage. 8.3. Pales shall be shipped on open bed trucks and packaged in such a manner as to prevent damage during shipping and handling. REV. L 9. QUALITY ASSURANCE 9.1. RESPONSIBILITY FOR INSPECTION Unless otherwise specified, the vendor is responsible for the performance of all test and inspection requirements specified herein. Except as otherwise specified, the vendor may utilize his own facilities or any commercial laboratory acceptable to the City of Fort Collins. The City reserves the right to perform or witness any of the test and inspections set forth in this specification where such inspections are deemed necessary. If upon receipt, the City deems that a lot or shipment is inconsistent with the manufacturer's certified test results or does not comply with this specification, it may be necessary to have an independent laboratory verify compliance. If this additional testing or inspection is required, the manufacturer shall be responsible for all fees incurred. 9.2. CERTIFICATION The manufacturer shall furnish to the purchaser certified copies of the results of tests on each type of pole ordered, prior to payment. 9.2.1. For orders equal to or greater than 100 poles: Two (2) poles shall be tested at the beginning of production to substantiate that the design conforms to City of Fort Collins specifications. Weight, dimensions and performance data, including a deflection curve with specific test values shall be reported for these two poles. Weight and dimensional data shall be reported on each remaining pole. Weights shall be within + 5% of the average weight of the original test poles. At the end of the production run, one additional pole shall be tested to re -confirm the design. 9.2.2. For orders of less than 100 poles: One (1) pole shall be tested at the beginning of production. Weights of remaining poles shall be within + 5% of the weight of the original test pole. Full testing of a second pole to reconfirm design is not required. 9.2.3. Any pole tested by the City that does not yield results consistent with certified test reports will be sufficient reason for rejection of the entire shipment. 9.2.4. City of Fort Collins purchase order number shall be noted on the first page of each report. A signed copy shall be sent to the City of Fort Collins Utilities - Light and Power Standards Engineer. Unsigned reports are not acceptable even if accompanied by a signed cover letter. Electronic versions of this report, though acceptable, are subject to file format and certification approval by the City. s 373-1 N SPNCIFICA HON NO. 373- 104 Serial No. 373-104-01 B 1a 35' A 0oi51'— 1 75 n 75," 1 112' /- 0 525" * 25" nl C 0 5356 t 25'• pt u I C 0 2" - 0 0 75" Monufur,tr,, s Identlficotton log V':Lw HH (1)s11led bosh sides) Plug wire hole on apposite side to Appendix A for arm dimensional requirements /f 1I Inch rues. SLCII A Alternate anarotatlon method. are subject to City approval 2.50" x 5" ovcl Figure 1 - Direct Embedded REV. L 7 373-104 296 sPF-CIF CATION NO. 3T5 -10/1 Serial No, 373- - " 5.25" pt C P 5.556 :1. 25" B +- al D C -- 0 0. 75" -- 4J5" D 4 75 --� — T � 41 Z \_Ref. to Appendix Afor arm _ oO 0 75" dimensional requirements Monulacturer's deo lficotiof log ,ALW BB (Dnlled both sides) Plog wdre hole on opposite side —� (+ 14.50' _ "0 15" Dolt Crde ZOrill & top hole for groundng luy DI?TAIL A, Bose Plote bolt holes 1 25' r. 2" on 15' boil <irge on einforc liore 15 Are. Centered Rc g Hole 2.5" x 5' Ovol Hold Hole (,of ANSI CIM6 20, I , 1) __— Base Plate, see Del.il A 0.75 A Figure 2 - Anchor Base REV. L a 373-104