HomeMy WebLinkAbout102795 WESCO DISTRIBUTION INC - PURCHASE ORDER - 6606306Date: 10/03/06
City of Fort Collins
Page Number: 1
City of Fort Collins
Purchase Order Number: 6606306
Delivery Date: 12/08/06 Buyer: DICK,OPAL
Purchase Order number must appear on invoices, packing lists, labels, bills of lading, and all correspondence.
Note:
Line Qty UOM Description Unit Price Extended Price
1 120 EA 7006-6860 642.630 77,115.60
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
10-12 weeks
Total $77,115.60
City of Fort Ci6llios Director of Purchasing and Risk Management City of Fort Collins
This order is valid over $2000 unless signed by James B. O'Neill II, CPPO, FNIGP Accounting Department
City of Fort Collins Purchasing, PO Box 580, Fort Collins, CO 80522-0580 PO Box 580
Fort Collins, CO 80522-0580
Appendix A - Mast Arm
SPECIFICATION NO. 373-105
IN
1" Slotted
01 1 /2'
11 1 /2"
B
03/4"
SECTION A
ORIGINAL: 5/28/85
REVISED: 1/31/89
Rev. A
3'9" RISE
02
I (
8-
Pole Dia. ® B
5.356" ± .25"
SECTION B
SPECIFICATIONS FOR ALUMINUM TAPERED OVAL MAST ARM
1) Arm sholl meet or esceed ASSHTO (American Association of State Highway and Transportation Officials)
standard speclficatlons for aluminum lighting arms and fittings.
2) Arm shall hove 2" N.P.S. tenon (2 3/8" O.D.).
3) Arm shall come with standard grounding lug, washer, and nut, and mounting hardware for single arm
attachment.
4) Wire entry hole shot be grommetted for interior use through the pole plate.
5) Am shall be urethane finished to match Benjamin Moore Ironclad Bronzetone point p163-60. and shall
be individually packaged to prevent damage 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, manufacturers 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 Rem 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: 14WI "
Bill Bray
Standarddorzrigineer
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:
WA
Sue Coram
• Page 8, remove Shakespeare from
12 9 91
conditionally approved per their letter of
4/91.
Tim M.Sagen
• Add "Customer Special'10 Whatley's
number.
• Page 10, correct dwg.B 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 3/1/01
• 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 ..........................................................
S. ADDITIONAL REQUIREMENTS .............................................................
S. SHAFT FINISH .........................................................................................
7. PERFORMANCE .....................................................................................
8. SHIPPING REQUIREMENTS ..................................................................
9. QUALITY ASSURANCE ..........................................................................
FIGURE I - DIRECT EMBEDDED ..............................................................
FIGURE 2 - ANCHOR BASE .......................................................................
APPENDIX A - MAST ARM .........................................................................
APPENDIX B -APPROVED MANUFACTURERS ......................................
REV. L
10
REV. L
SPECIFICATIONS FOR FIBERGLASS MAST ARM POLES
SPECIFICATION NO. 373-104
1. SCOPE
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 Mounting Height*
33ft.
Arm Weight each
15 lbs.
Max. Luminaire Weight each
50 lbs.
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 Appenaix A Tor arm iengin ana 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 900 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.
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 Polane® 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. Poles shall be shipped on open bed trucks and packaged in such a manner as to prevent damage during shipping
and handling.
—5
373-104
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 reconfirm 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.
373-104
SPECIFICATION NO. 373-104
Serial No. 373-104-01
0 5.25" t .25"
at C
a 5.356 t
.25"
at 0
C
0 0.75'
a.75"
D
1
4.75"\\
0 2 ' Ref. toAppendix in for em1
0 0.75" dsnanabnel nqulnmma
12"
Monufoclurer s
Identification Tag
VIEW BB
(Drilled both sides)
' Plug wire hole on apposite side
,/� 14 Inch max.
g{ al E
E
SECTION A � Alemalemeolatlonmtlbuds
5.
m subject to CRY approval
2.50" x 5" owl
A
Figure
1 -Direct Embedded
- Direct Embedded
REV. L
7
373-104
29' 6"
SPECIFICATION NO. 373-104
Serial No. 373-104-02
0 5.25" i .25"
at C
0 5.356 t .25"
B
al ❑
C
0 0.75'
B L
g.
4.75"
m
J
4.75"
0 2" • Ref. to Appendix A f" arm
m 0.75" dsnanlonal requirements
12'
Manufacturer's
Identification Tag
VIEW BB
(Drilled bath sides)
' Plug wire hole on opposite side
14.50"
SS C]
14.150' 0{ Arm(s)
L 15" Bolt Circle
Drill 6, tap hole for grounding lug
DETAIL A, Base Plate
Bolt holes 1.25" x 2'
on 15' boll circle
Reinforce 15" Area Centered
71 qon Hand Hole
2.5" x 5" Oval Hand Hole (ref. ANSI C136.20, Fig. 1)
Base Plate, see Detail A
0
A
Figure 2 - Anchor Base
REV. L
e
373-104