HomeMy WebLinkAboutBID - 5750 TENNIS COURT LIGHTING AT MARTINEZ PARKCity of Fort Collins
Administrative Services
Purchasing Division
CITY OF FORT COLLINS
INVITATION TO BID
BID #5750
TENNIS COURT LIGHTING AT MARTINEZ PARK
Sealed bids will be received and publicly opened at the office of the Director Of Purchasing and
Risk Management, PO Box 580, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524,
at the time and date noted on the bid proposal and/or contract documents. If delivered, they are
to be delivered to 215 North Mason Street, 2"d Floor, Fort Collins, Colorado 80524. If mailed,
the address is P.O. Box 580, Fort Collins, 80522-0580.
Bids must be received at the Purchasing Office prior to 3:00 p.m. (our clock), DECEMBER
2, 2002.
Special Instructions
All bids must be properly signed by an authorized representative of the company with the legal
capacity to bind the company to the agreement. Bids may be withdrawn up to the date and hour
set for closing. Once bids have been accepted by the City and closing has occurred, failure to
enter into contract or honor the purchase order will be cause for removal of supplier's name
from the City of Fort Collins' bidders list for a period of twelve months from the date of the
opening. The City may also pursue any remedies available at law or in equity. Bid prices must
be held firm for a period of forty-five (45) days after bid openings.
Submission of a bid is deemed as acceptance of all terms, conditions and specifications
contained in the City's specifications initially provided to the bidder. Any proposed modification
must be accepted in writing by the City prior to award of the bid.
Only bids properly received by the Purchasing Office will be accepted. All bids should be clearly
identified by the bid number and bid name contained in the bid proposal.
No proposal will be accepted from, or any purchase order awarded, to any person, firm or
corporation in default on any obligation to the City.
Bids must be furnished exclusive of any federal excise tax, wherever applicable.
Bidders must be properly licensed and secure necessary permits wherever applicable.
Bidders not responding to this bid will be removed from our automated vendor listing for the
subject commodities.
The City may elect where applicable, to award bids on an individual item/group basis or on a
total bid basis, whichever is most beneficial to the City. The City reserves the right to accept or
reject any and all bids, and to waive any irregularities or informalities.
Sales prohibited/conflict of interest: no officer, employee, or member of City Council, shall have
a financial interest in the sale to the City of any real or personal property, equipment, material,
supplies or services where such officer or employee exercises directly or indirectly any decision -
making authority concerning such sale or any supervisory authority over the services to be
rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift,
215 North Mason Street • 2nd Floor • P.O. Box 580 • Fort gollins, CO 80522-0580 • (970) 221-6775 • FAX (970) 221-6707
3. Where nonmetallic raceways are utilized, size as required to conform with the
grounding conductor considered as an insulated additional conductor.
4. Where metallic raceways are used, they must establish positive low -resistance
paths to ground and effectively isolate conductors so that any short-circuit arcs
will be confined.
5. Reference Section 16450, Grounding.
B. Acceptable Classes.
1. Electrical Metallic Tubing (EMT).
a. Install 2" and smaller for all exposed branch circuit wiring.
b. Fittings.
1) Compression connectors.
c. Comply with Underwriters' Laboratories Standard UL 797 and USA
Standards Institute C80-3.
2. Poly -Vinyl Chloride (PVC) Plastic Conduit.
a. Provide in the following locations.
1) In or below slabs on grade.
2) In earth or gravel.
b. Schedule 80 Heavy Wall, 90 degrees Celsius, UL listed for above ground
and underground uses.
c. Conform to NEMA TC-2 and UL-651 standards.
d. UL listed in conformity with Article 347 of the Nation Electric Code.
e. 1-1/2" and larger shall conform to NEMA Publications No. TC-1-1965.
3. Surface Metal Wireway.
a. Provide surface metal wireway of a dimension permitting the number of
conductors and splices installed. NEMA 1 enclosure.
b. The raceway shall meet all NEW Article 352A requirements and shall be
UL listed.
c. Provide with appropriate boxes and fittings by same manufacturer.
2.2 WIRES AND CABLES
A. Description of System.
1. Provide a complete system of conductors in raceway systems with minimum
wire size to be No. 12, unless shown otherwise on Drawings.
2. Unless otherwise indicated, wire sizes noted on Drawings are to be extended
for the entire length of a circuit including taps and risers.
3. 120-volt branch circuits shall be No. 10 or larger where the distance to the first
outlet exceeds 75 feet.
B. Conductor Material.
1. Copper conductors shall be high conductivity tin coated annealed copper in
accordance with ASTM B-33.
a. Use copper conductors for all wiring.
C. Insulation.
1. THHN Cu conductors - Use for all branch circuit conductors installed in
conduit.
10
a. UL Type THHN, suitable for operation at 600 volts in wet or dry locations
at conductor temperatures not to exceed 750 C.
b. Poly -vinyl chloride insulation that is UL defined as heat, abrasion,
moisture and oil resistant.
2.3 JUNCTION BOXES
A. General Requirements.
1. Provide all covers of same gauge metal and include screws.
B. Concealed Junction Boxes.
1. Provide code gauge sheet metal boxes located and sized as required with
suitable covers and trims.
a. Make of material resistant to corrosion or suitably protected, both
internally and externally, by galvanizing.
b. Boxes installed in damp or wet locations shall be UL approved for the
purpose.
c. Comply with UL Standard 50.
d. Metal boxes to meet NEC construction specifications.
C. Exposed Junction Boxes.
1. Boxes exposed or surface mounted shall be die-cast or permanent -mold cast
aluminum body with threaded external hub and cast over.
2.4 WIRE CONNECTORS AND DEVICES
A. Description of System.
1. Provide wire connectors, crimp terminals, splice connectors, mechanical lugs,
compression lugs, pin connectors, split bolt connectors and associated
insulating devices for a complete wiring connection system suitable for
specified cables furnished.
2. Connectors shall be in accordance with NEC, state and local requirements for
size and color installed therein.
3. Connectors and devices shall be installed in accordance with manufacturers
and U.L. standard requirements for tightening torques. Use proper torquing
tools to achieve accurate values.
OTHER COMPONENTS
New light controllers with a 30 to 90 minute time delay shall be installed. They must have
a signaling device to warn of time outs. Control voltage for user activation device shall
be no more than 24 volts. The activation buttons shall be mounted on each of the four
courts (See Attachment "C").
The connection from the ground rods to the grounding conductors shall be exothermic
connections instead of the manufacturer supplied connectors.
All components shall be UL Approved.
11
CORDOVA
SMALUMEDIUM/LARGE
Specification rectilinear luminaire
For parking areas, auto
dealerships, office parks, schools,
walkways, and parks.
Ordering Information
Catalog Number Type
iFeatures
• Formed and welded aluminum
housing with optional embossed
decorative band. Optional color
vinyl trim stripe available.
• Formed aluminum door with clear,
flat tempered glass lens, fully
gasketed to housing. Hinged door
secured with two captive screws.
• Specular, anodized aluminum
reflectors for horizontal lamp,
provide Type II, III, IV, or V square
light patterns. Cordova medium
(CVM) Type 11 and Type III
reflectors feature unique, multi-
faceted design - patent pending.
Cordova large (CVL) Type IV
reflector field rotatable.
• Extruded aluminum arm provided
for pole mount. Cast aluminum
wall bracket.
Order No. O
Example CVL - PM - M1000
- III - MT - EDB - DBZ - NCS
O Model
CVS - 100w-400w
METAL HALIDE
CVM - 100w-400w
M175
(ED-28)
CVL - 1000w
M250
(ED-28)
® Mounting Mode
M 00
PM - arm mount
METAL(ED-28)
SUPM775M5
std-6" arm for CVS and CVM
std-10" arm for CVL
M17SMS
(ED-28)
WB - wall bracket
M40OMS
(ED-28)
® Lamp lypes/Watts
� ALHAUDE
M175 (ED-28)
M250 (ED-28)
M400 (ED-37)
M175MS
M25OMS
M40OMS
M125PS
M150PS
M20OPS
S150 (ED-231,
S250 (ED-18)
S400 (ED-18)
M10OPS (ED-17) M25OPS (ED-28)
M125PS (ED-17) M320PS (ED-28)
M15OPS (ED-28) M35OPS (ED-28)
M20OPS (ED-28) M40OPS (ED-28)
S100 (ED-231/2) S250
5150 (ED-231/2) S400
[ETA
HALIDE
M1000 (BT-56)
M25OPS
(ED-28)
SUPER METAL HALIDE
M320PS
(ED-37)
M1000MS (BT-56)
M35OPS
(ED-37)
HIGH PRESSURE ODI IM
M40OPS
(ED-37)
S1000 (E-25)
ILIM
O Reflector
II - narrow asymmetric'
III - asymmetric
IV - forward throw
VS- symmetric square
• Mogul porcelain socket, pulse
rated, with spring loaded, nickel
plated center contact and
reinforced lamp grip screw shell.
Medium base for ED-17 lamp.
• CWA type ballast, HPF, starting
rated at -20OF (-40°F for HPS).
Cordova small (CVS) features
hinged ballast panel.
• TGIC thermoset polyester powder
paint finish with choice of six
standard, and four premium
standard colors.
• UL and CSA listed for wet
locations.
® Voltage
MT - multi -tape
(120/208/240/277v)
347 4W
8 Options
PR - photo receptacle (less cell)
PRC - photo receptacle with cell
PE - photoelectric button cell (120-277v)
r5 - fusing (specify voltage)
QZ - quartz standby time delay
(D.C. bayonet base lamp included)
VG - polycarbonate vandal guard
CS - internal house -side cutoff shield
EDB - embossed decorative band
(ED-18) ® Color
(ED-18) STANDARD PREMIUM STANDARD
DBZ - dark bronze MBZ - medium bronze
SGB - black BGE - beige
SWT - white UV - light ivory
PRG - gray CMB - burgundy
PLS - platinum silver
FGP - forest green
® Stripe Color (requires EDB option)
WCS- white
SCS - black
OCS - other (consult factory)
NCS -none
'Available with CVM only.
2Factory wired for 277 volt unless specified.
allot available with 100w Pulse Start Metal Halide.
Dimensions
B—
t
C
1
SPAULDING
A
B
C
EPA
Wt./Lbs,
CVS
14.3"
23.3"
8.25"
1.9
38
CVM
17.75"
24"
101,
2.4
54
CVL
21.4"
29.4"
1 11"
2.9
77
SQUARE STRAIGHT STEEL
POLES
Catalog Numher
Type
17
SQUARE STRAIGHT STEEL - DIRECT SIDE MOUNT
Allowable EPA Wind
�---- Pole Cap
Nom.
Order Velocity w/1.3 gust
Shaft
Size
Anchor
Wtd
Four -hole Mounting Pattern
Height Number 70 80 90 100
Sq.1n.
Ga.
Bolt Size
Lbs.
10'
10'
10-SOS-411-'' 38 28.5 22 17
10-SQS-511- 60 46 36 28
4
5
11
11
3/. x15
/4 x15
91
106
2'/e° OD Tenon, 4'/a" high
9
14'
14-SQS-411! 23 17 12.5 9.5
4
11
3/dx15
116
14'
14-SQS-407 * 34.5 25.5 20 15
4
7
3/4 x15
158
14',";•
3i�"s�t6S"„ 5
"!IS
1T
% If
SQST - Tenon
'I
9 ., 5 t4 T115 7:5
4
1i1
irxtS
`tom
16'
16-SQSa407-* 29.5 21.5 16 12
4
7
3/4 x15
176
16'
16-SQS-511-* 32 23.5 17.5 13.5
5
11
3/4 xl5
153
t6',
1$
+ S' 37"- `,5'
`"
'S
7
w0s ,,�
4'
S4A1&$ 6
4
It
3ii
►d7r
18'
18-SQS-407 * 25.5 18 13.5 16.5
4
7
3/4 x30 -
201
SQSP - Pad
18'
18-SQS-511! 27.5 20 14 11
5
11
3/4 x30
175
42
t3+5 fn5" 4,V
4
,It
w ''.1
20'
20-SQS-407 * 22 16 11,5 8.5
4
7
3/4 x30
160
20'
20-SQS-511 - 23.5 17 12 9
5
11
3/4 x30
191
25'
25-SQS-411--
8.5 5
3
1.5
4
11
tx36
238
25'
25-SQS-407-*
14.5 10
6.5
4.5
4
7
1x36
266
±
W
t5 'I ' 6 S,
` 4
5
,11
1at36
nt
"
►.:
::&
°12"BS.
S .:7,,
..11r3K.
:424
25'
25-SQS-525-*
36.5 26
19
14
5
.25
1x36
437
25'
25-SQS-607-*
38.5 28
20.5
15
6
7
1x36
404
4
�7
log
, 313
36'
30-SQS-507-*
18 12
8
4.5
5
7
1x36
398
30'
30-SQS-525
22 16
13
8
5
.25
1x36
537
3d
3D .t4"
6
6
7.
T1I36
AW
"
35'
3i-SQS-607-*
20.5 13
8
4.5
6
7
1x36
538
35'
35-SQS-625-*
26 18
12
7.5
6
.25
1'/4 x48
726
NOTE: Specify Configuration and Color
*CONFIGURATION - SUFFIX
SGL
T
�L
DBL-90 T�
%
Q��
SQUARE STRAIGHT
STEEL - PAD MOUNT
Allowable EPA Wind
Nom.
Order
Velocity w/1.3 gust Shaft Size
Anchor Wt./
Height
Number
70 80 90 100 Sq.in. Ga.
Bolt Size Lbs.
20'
20-SQSP-511
20.5 14.5 10.5 7.5 5 11
3/4 x30 191
20'
20-SOSP-507
32 23 17.5 13 5 7
3/ van Ira
25' 25-SQSP-507 22.5 15.5 10.5 7.5 5 7
30' 30-SQSP-507 16 11 7 3.5 5 7
Handhole
With Cover
12" a V
Two-piece
Base Cover
nchorBoltr
g m 11" Bolt Circle Diameter
SQUARE STRAIGHT STEEL - TENON MOUNT
Allowable EPA Wind
Nom. Order
Velocity w/1.3 gust ShaftSize
Anchor
Wt./
leight Number
70 80 90 100 Sq. in Ga.
Bolt Size
Lbs,
10' 10-SQST-411
32 24 18.5 14.5 4 11
3/4 x15
91
10' 10-SQST-511
50 39 30 24 5 11
3/4 x15
106
ICY
16'
15 11 8.5 4
!2.5 17.5 13.5 4
19 14 11 4
11 3/4 x15 116
7 3/4 x15 159
F
16.5 12.5 9.5 4 7
18 13 10 5 11
14.5 10.5 7.5 4 7
15.5 11 8 5 11
55 "_5Q5r-eo/ 185 11.5 / 3.5 6 7 1x36 538
35 35-s SP-625 23 16 10 5 6.5 6 .25 1'/4 x48 726
„+•.t,,
25 25-SQST-411 8
25 25-5 ST-407 13.5
4 5
9
^ •
2 5 1 3 4 11
6 4 4 7
''�
1x36
1x36
7*4,
238
266
j
13s5 #` lk8w "15" t5. '' ' `V
:, "
0 , ,1t14-2
94
NOTE: Specify Color.
25' 25-SQST 525 33.5
24
17.5 13 5 .25
1x36
437
25 25-5 ST-607 36
26
19 14 6 7
106
404
All poles provided with TGIC thermoset polyester powder paint
30' k30-SQST-507 17
30 30-5 ST-525 20
11.5
15
7.5 4 5 7
12 7.5 5 .25
1x36
106
398
537
finish.
All furnished
poles with anchor bolts, double nuts, and base
cover.
35' 35-SQST-607 19.5
12
7.5 4 6 7
106
538
Luminaire EPA computed at 2' above top of pole, pad mount at 3'
35" 35-5 ST-625 24
16 5
11 7 6 .25
1Y4 x48
726
above top of pole. For luminaires above Z', consult factory.
NOTE: Specify Color.
SPAULDING
R
DES" -SUPPORT'.'fUR-'6ROOYAVV0LIMW-il%TORE ..
SINGLE AND DOUBLE CONFIGURATION MOUNTED ON 25 FOOT
TALL 5'.5' 11 GAGE POST. ANCHOREDTO PIER WITHF ,
(4) - I' % x' ANCHOR: BOLTS, (ALL BY. OTHERS). . .
A FOUNDATION EXCAVATION OBSERVATION SHALL BE
PERFORMED BY.TERRAOON. PRIOR' .
TO CONCRETE PLACEMENT TO VERIFI'1THAT`5il@ SOILS a .
- CONDITIONS ENCOUNTERED AT THE. SITE ARE somLAR TO ,
THOSE ENCOUNTERED IN THE GEOTECH?IFAL INVESTIGATION
+y, T
BASE. PATE.
ANCHOR BOLTS BY OTHERS
24" • . 6'-0' PIER
r/ 8-16 BARS FULL HT
yy HOOP TIES
SECTION A —A
4.
`D
�•• 1 Y I
m
m '
1I
a
rltK UtIAILJ , I
FOR A
CITY OF FOR COLLINS'
TENNIS COURT LIGHTING SUPPORT
LEE MARTINEZ PARK, FT. COLLINS, CO
l�err�con
b. (IIMF i F.4 F . ( ) p62i
to/zi/oi: I� .Is ION .,nOM. P.NIen OCTOBEi� 7, :2(
TLS :
TERRACON GENERAL NOTES AND SPECIFICATIONS ATTACHMENT A2
SCOPE OF SERVICES
1. Scope of work: Terracon has performed the structural design for limited portions of this structure, including the foundation below grade.
2. Terracon did not evaluate the capacity and servicibility of the light fixture, supporting steel pole, base plate and anchor bolts.
3. In addition to our design, the structure must be constructed in accordance with the applicable building codes, including minimum requirements for
concrete construction, columns, etc.
CODE REFERENCE
1. AASHTO Standard Specification for Structural Supports for Highway Signs, Luminaries and Traffic Signals, 4th Edition 2001 with 2002 Interim.
2. 1997 Uniform Building Code.
3. ACI 318-95 Building Code Requirements for Structural Concrete.
FOUNDATIONS
1. This foundation has been designed in general conformance to the "Geotechnical Engineering Report' conducted by Terracon (Prof #20995121)
for the City of Fort Collins Parks Division.
DESIGN LOADS
Design Loads:
Snow and Ice = 33 psf
Wind: 100 mph, Exposure C
Fixture: 35 lbs. each
Support Pole: 235 Ibs
CONCRETE
1. All concrete shall have a minimum 28 day fc 3000 psi; minimum of 5-1/2 sacks of Type 1-11 Portland cement per cubic yard; air entrained with 5%
+ 1% air. All concrete should be placed and cured in accordance with ACI 306.
2. Reinforcing bars shall be deformed bars and shall conform to ASTM A615, Grade 60, except as noted. All stirrups and column ties shall conform
to ASTM A615, Grade 40.
3. Bar bending details and placing drawings shall be in accordance with the "Manual of Standard Practice for Detailing Concrete Structures" (ACI
315, latest edition).
4. Provide bar supports and spacers to place all bars in proper locations, and wire adequately at intersections to hold firmly in position while
concrete is being placed.
5. Continuous bars shall lap 30 bar diameters where spliced, but not less than 12 inches.
6. Concrete cover for reinforcement (unless otherwise noted):e
Concrete poured against earth......................................................3"
Concrete poured in forms (not exposed to weather or earth)
#5 bars or smaller.........................................1-1/2"
Slabsand walls..........................................................................3/4"
ATTACHMENT A3
REINFORCING STEEL
1. Reinforcing shall be domestic new billet steel conforming to ASTM A615, Grade 60, except that reinforcing which is required to be welded shall
conform to ASTM A706
2. Development lengths and lap splices shall be in accordance with ACE 318-95 Chapter 12 as indicated below and as indicated on the drawings.
Where splices are not called out on the drawings, use Class 'B', but in no case shall any splice be less than 12 inches.
Compression dowel embedment: 22 bar diameters
Compression lap splices: 30 bar diameters
Tension Splices (minimum, inches)
Top Bars Other Bars Hook
Bar A B A B Embedment
#6 32 42 15 19 9
For spacing between bars less than 3 bar diameters or concrete cover less than 2 bar diameters, multiply above values by 2.
3. A Class'B' splice is required wherever all bars crossing a section are spliced
CONSTRUCTION
1. The contractor shall check and verify all dimensions shown on this plan prior to concrete placement.
2. The requirements of the latest edition of 'OSHA Construction Standards' shall be complied with by all contractors, fabricators and suppliers.
3. The contractor shall be responsible for temporary bracing to withstand all loads to which the structure may be subjected, including lateral loads,
stockpiles of materials and equipment. Bracing shall be left in place as long as required for safety.
4. The structural drawings are intended to be used in conjunction with the drawings of the architect and other consultants and trades. It is the
contractors responsibility for coordinating the various requirements.
5. All things which, in the opinion of the contractor, appear to be deficiencies, omissions, contradictions or ambiguities in the drawings or
specifications shall be brought to the attention of Terracon. Corrections or written interpretations shall be issued before affected work may proceed.
6. Contractor is responsible for coordinating all dimensions shown on these drawings. Inconsistencies on these drawings or between these
drawings and other contract, shop fabrication, or other drawings or information shall be brought to the attention of Terracon prior to proceeding with
affected work.
9. Do not scale these drawings. Use dimensions shown.
MISCELLANEOUS
1. Subgrade soils to support footings should be observed by a representative of Terracon.
2. All pre -manufactured structural elements (joist hangers, holdowns, etc.) to be installed per manufacturer specifications.
ATTACHMENT B1
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ATTACHMENT B2
LOG OF TEST BORING NO.3
Pon It of t
CLIENT
ARCHITECT / ENGINEER
City of Fort Collins Parks Division
srrgA* Martinez Park, Basketball & Tennis Counts
PROJECT
Fort Collins, Colorado
New Lighting System
SAMPLES
I
TESTS
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a
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DESCRIPTION
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SCU.
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Approx. Surface Elev.: 97.4 ft.
o
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Z
r-
o:
and
2
FSo.
Ina
_Ja
FILL- Topsoil and Sandy Lean
CL
I
SS
18*
10
7
<�<<
1.5 Clay 95.9
Brown, moist, stiff
�;
'.
SANDY LEAN CLAY
Brown, moist, medium
2
ST
IS"
16
110
1760
! '
4.0 93.4
34/17/66
CLAYEYSAND
SC
3
SS
12'
9
1 21
Brown, moist, loose, fine to
5
6.0 medium sand 91.4
_
SM
4
SS
12'
32
7
jj
SILTY SAND with GRAM -and
COBBLES
10
`
Brown, wet, dense, 5' max cobbles
`
i
typical
a
5
SS
12'
32
16
l5
17.0 80.4
WEATHERED
18.0 C1_AYSTONF/SILTSTON . 79.4
=_
Dark grey, moist, moderately hard
19.5 COMPETENT 77.9
CLAYSTONE/SILTSTONE
BEDROCK
Dark grey, moist, hard :j
BOTTOM OF BORING
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES
BETuEEN SOIL AND ROCK TYPES: IN -SITU, THE TRANSITION MAY BE GRADUAL.
WATER LEVEL OBSERVATIONS
ifierracon
.1PPROVED
BORING STARTED 7-14-99
«I. ;� 6.3' 7i14-99
6.01 7113i99
BORING COMPLETED 7-14-99
%V1.
RIG CIE-75 FOREMAN RTS
�'L
DAR JOB 1 20995121
ATTACHMENT B3
LOG OF I FST BOWNG NO. 4
Pap 1. of 1
CLIENT
ARCHITECT / ENGINEER
City of Fort Collins Parks Division
SITI[.ee Martinez Park, Basketball & Tennis Courts
PROJECT
Fort Collins, Colorado
New Li htin9 System
SAMPLES
I
TESTS
o
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H
DESCRIPTION
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Approx. Surface Elev.: 99.3 ft.
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TOPSOIL
SANDY LEAN CLAY
CL
1
SS
184
6
13
Brown, moist, medium
/
3.0 %.8
.0004
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�.
SC
2
STJ12'
I
11
113
1770
CLAYFYSAND
3
I SS
11_'
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23
5
Brown, rust, light grey, moist, very
�l
loose to medium dense
�i
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8.5 91.3
4'SSI12'I
16
2'
g
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SIT TY SAND with GRAV and
COBBLES
Brown, rust, wet, medium dense. 5'
t
max cobbles typical
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5
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.AYSTON -TSTON
ark grey, moist, moderately hard
BOTTOM OF BORING
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES
BETWEEN SOIL AND ROCK TYPES: IN -SITU, THE TRANSITION MAY BE GRADUAL.
WATER LEVEL OBSERVATIONS
1ferracon
BORING STARTED 7-14-99
9,9' 7/I4;99
7.31 7/IS/99
BORING COMPLETED 7-14-99
AT
RIG CME-75 FOREr1AN RTS
«'L
APPROVED DAR 110e1 20995121
gratuity, favor, entertainment, kickback or any items of monetary value from any person who
has or is seeking to do business with the City of Fort Collins is prohibited.
Freight terms: unless otherwise noted, all freight is F.O.B. Destination, Freight Prepaid. All
freight charges must be included in prices submitted on proposal.
Discounts: any discounts allowed for prompt payment, etc., must be reflected in bid figures and
not entered as separate pricing on the proposal form.
Purchasing restrictions: your authorized signature of this bid assures your firm's compliance
with the City's purchasing restrictions. A copy of the resolutions are available for review in the
Purchasing Office or the City Clerk's Office. Request Resolution 91-121 for cement restrictions.
Collusive or sham bids: any bid deemed to be collusive or a sham bid will be rejected and
reported to authorities as such. Your authorized signature of this bid assures that such bid is
genuine and is not a collusive or sham bid.
Bid results: for information regarding results for individual bids send a self-addressed,
self -stamped envelope and a bid tally will be mailed to you. Bid results will be posted in our
office 7 days after the bid opening.
P 0
am s B. O eill II, CPPO, FNIG
Di ctor of Purchasing and Risk Management
2
N
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4------- 4-------
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ATTACHMENT C
ATTACHMENT D
9
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RESOURCE
BUILDING
ATTACHMENT E
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12 NJ 1
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08i27i2002 09:06 SPPLL.DING LIGHTING -I 19702216649 NO.229 903
ATTACHMENT F
o.o CVS-M400MS-IV
40OW SMH
2 luminaires per location, candela file 'L3707.]ES'
I lamp(s) per luminalre, 40000 Initial lumens per lamp
Light Loss Factor = 1.000
Outreach (from mounting axis to photometric center)= 24 In
mounting helgghts 25 f t
number loca tlons= 6
,a CVS-M400MS-IV
40OW SMH
candelo file 'L3707.IES'
1 lamp(s) per luminnlre, 40000
Light Loss Factor = 1000
Outreach (from mountin axis
mounting heigght= 25 ft
number locailonsz 4
PLAYING GRID
190 points
HORIZONTAL
Average
Maximum
Minimum
Avg:Min
MQx;Min
Initial lumens per lamp
to photometric center)= 24 in
at z=3, spacing
FOOTCANDLES
13.9
22.4
9.0
1.54
2.49
8ft by 8ft
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SITE LIGHTING FOR.
MARTINEZ PARK TENNIS CMQTS
T
SPAULDING LIGHTING INC.
BID PROPOSAL
BID #5750
TENNIS COURT LIGHTING AT MARTINEZ PARK
BID OPENING: DECEMBER 2, 2002, 3:OOp.m., (our clock)
WE HEREBY ENTER OUR BID FOR THE CITY OF FORT COLLINS
REQUIREMENTS FOR TENNIS COURT LIGHTING AT MARTINEZ PARK
PER THE BID INVITATION AND ANY REFERENCED SPECIFICATIONS AND DRAWINGS:
The City of Fort Collins Parks Department is requesting bids for the tennis court lighting at
Martinez Park. The work will consist of installing new poles, lights, conduit, wires and electrical
connections for a complete job. Old poles and lights will be removed by the Parks Department.
Contract must be completed 90 days after notice to proceed is issued. Substantial completions
must be completed by March 14, 2003 with final completion by March 21. The successful bidder
must enter into the attached services agreement (sample) and supply proof of insurance
"Exhibit B" as requested. Substantial completion means all poles, lights, wiring, and other
components must be installed. Final completion means everything must be energized and
working and the site is cleaned of any debris.
Any technical questions should be directed to Eileen Scholl, Project Manager at (970) 416-2062.
Any purchasing questions should be directed to John Stephen, CPPB, Senior Buyer at (970)
221-6775.
A prebid meeting will be held at Martinez Park, 600 N. Sherwood, Ft. Collins at 10:00 a.m. on
November 18, 2002.
BID SCHEDULE TENNIS COURT LIGHTING AT MARTINEZ PARK
The contractor shall furnish all labor and material for tennis court lighting at Martinez Park per
specification, including installing new poles, lights, wires and electrical connections for a
complete job.
LUMP SUM $
Firm Name
(Are you a corporation, DBA, Partnership, LLC, PC)
Signature PRINTED NAME
Title
Address
Phone/Fax
N
Qualifications of Bidder:
A. Qualified bidder must be doing business under the present business name for the
past three consecutive years.
B. Qualified bidder will supply with bid, 3 references specific to tennis lighting
installation. References must include contact name, date when work was completed
and type of work.
C. Qualified bidder shall have sufficient manpower and equipment to accomplish said
work in required time. This includes the ability to bore holes and trench through
asphalt or frost.
D. The Owner may make such investigation as it deems necessary to determine the
ability of the bidder to perform the work and the bidder shall furnish to the Owner all
such information and data as is reasonably required for this purpose. The Owner
reserves the right to disqualify any bid if the evidence resulting from the Owners
investigation shows, in the opinion of the Owner, that the bidder is not properly
qualified to prosecute the work described herein.
E. Failure to meet the agreed upon milestones, place order for light system within 5
days, or fully complete the work by March 21, 2003 shall result in damages assessed
against the Contractor. Since this complex is one of five lighted tennis courts, the
work needs to be completed in a timely manner. At the City's option, liquidated
damages in the amount of $100.00 per day may be retained from any monies due
the Contractor, or the City may retain an additional contractor(s) to complete the
work, or portion thereof, and retain any costs incurred above and beyond the bid
prices of the Contractor from any monies due the Contractor in lieu of liquidated
damages.
SCOPE OF WORK
A. The contractor shall place the order for the light system within five (5) working days
after receiving notice to proceed by the Project Manager or as approved by the
Project Manager. Written notification of placement of the order from the light
manufacturer shall be given to the Project Manager. Work must commence within 7
days after receipt of light system. Mutually acceptable milestones indicating working
days shall be determined by the City and the Contractor. Any extensions of the time
limits set forth above must be agreed upon in writing by the parties hereto.
B. The Contractor shall be solely responsible for cleaning the job site at the end of each
working day and at work completion.
C. The Contractor shall be solely responsible for making sure the work area is left in a
safe condition or fenced to keep the area safe.
D. The City may order changes within the scope of the work without invalidating this
agreement. If such changes alter the amount due under the contract documents or
the time required for the performance of the work, such alteration shall be approved
by the parties in writing in the form of a change order.
4
UNIT WORK ITEMS:
A. Receiving and unloading shipment.
B. Setting of light poles.
C. Trenching for conduit.
D. Electrical hookup.
SPECIFICATIONS:
Lighting system is to be installed is Spaulding Cordova System. It will consist of four single
fixture assemblies and six double fixture assemblies. They will be 25'square straight steel poles
with direct side mount. The catalogue # for the single fixture is CVS-PM-M400PS-IV-347-DBZ-
25-SQS-511-SGL-DBZ. The catalogue # for the double fixtures is CVS-PM-M400PS-IV-347-
DBZ-25-SQS-511-DBL-DBZ. The performance criteria shall be 13.9 footcandles initial and
10.01 footcandles maintained. New conduit and wiring will need to be trenched in to new poles.
New 24 volt activator buttons with warning buzzers will need to be installed. Contractor will be
responsible for receiving and unloading shipment. Care must be taken not to damage court
surface, with plans to use plywood if necessary. No cement trucks will be allowed on the courts.
LIGHT STRUCTURE SYSTEM SPECIFICATIONS
A. Playability Specifications
A.1. *Initial Light Levels
The average initial levels for the entire court area shall be 13.9 footcandles.
A.2. *Target Light Levels
The average target (maintained) light levels for the entire court area shall be 10
footcandles.
A.3. *Light Loss Factor
The light loss factor used to determine the target light levels shall be a
maintenance factor of .72.
AA *Uniformities
The uniformities of the playing field shall be measured by comparing the
maximum reading to the minimum reading. The ratio shall not exceed 2.49:1
maximum to minimum for the entire court area.
A.S. *Structural Strength
To prevent misalignment of any luminaires or damage to the crossarms or its
components, the crossarm, reflector, and its attachment to the pole shall be able
to structurally withstand winds of 100 mph with a 1.3 gust factor.
A.6. *Mounting Heights
To ensure proper aiming angles for reduced glare and to provide better
playability, the pole mounting heights from the playing field surface shall be 25
feet.
5
B. Maintenance Ease
B.1. Electrical Enclosure Fusing
To prevent multiple failures, an individual fuse shall be provided for each ballast
conductor except neutral conductors.
C. Durability
C.1. Enclosed Wiring
To protect from deterioration from exposure to the elements, all wiring shall be
contained inside the crossarms or pole.
C.2. Materials and Coatings
To facilitate adequate heat dissipation from the ballasts, the electrical enclosure
shall be fabricated of heavy gauge aluminum. The electrical enclosure shall be
further coated with a TGIF thermoset polyester powder paint finish to provide
protection from oxidation of the aluminum.
C.3. Internal Wire Rating
To ensure longer durability, internal wiring shall be routed away from ballast
cores, rated for at least 90 degrees C, suitable for the voltage and amperage
involved. Luminaire manufacturer shall supply U.L. temperature test of electrical
enclosure.
CA Weather Proof Enclosure
To provide protection against weather -related elements, it shall be UL and CSA
rated to wet locations.
C.5. Pole Material
For added durability, the poles shall be high strength low alloy tapered tubular
steel meeting ASTM-A595 standards, and shall have a TGIC thermoset polyester
powder paint finish.
D. Safety
D.1. UL Listing
To provide independent assessment of equipment and system safety, the lighting
and electrical equipment shall have a U.L. listing. This listing shall be based upon
U.L. testing and evaluation of the compatibility of the structures, enclosures and
the components for use in combination with this application in addition to the
individual components being U.L. listed or recognized.
D.2. Grounding Lug within Electrical Enclosure
For the safety of personnel and protection of the equipment, one grounding lug
shall be supplied within the electrical enclosure, which is rigidly fastened to the
enclosure, sized to accept up to a 1/0 conductor.
D.3. Enclosed Wiring
Because the additional structures often required to support overhead wiring
systems can present safety hazards for players and spectators, all wiring shall be
contained inside the crossarms or the pole. Since the overhead is exposed to
wind, lightning, and other elements causing deterioration over time, underground
I
wiring, supplied by the installer, shall be enclosed within the pole and concrete
base.
D.4. Compliance to Specified Codes
The lightning equipment shall comply with the codes as specified including, but
not limited to:
National Fire Protection Asso (NFPA) 780 Lightning
Protection
National Electrical Codes
Underwriter's Laboratory (UL)
National Electrical Manufacturers Asso (NEMA) Standard 250-1991
Enclosures for Electrical Equipment
D.5. Lightning Protection Meeting NFPA 780 Code
For added protection against lightning, all structures shall be equipped with
lightning protection meeting standards established by NFPA 780 (National Fire
Protection Asso.)
At each structure, the contractor shall provide at least one copper -clad steel
ground rod of not less than 5/8 inches in diameter and not less than 8 feet in
length.
The ground rods shall be connected to the structure by a copper main down
conductor. This conductor shall be not less than a #2 conductor.
For steel poles, the main down conductor shall extend from the base of the steel
pole to the ground rods and shall be bonded to the steel pole and the equipment
ground. All metal components on the pole shall be bonded to the pole
All main down conductors and all bonding conductors shall maintain a horizontal
or downward coursing path, free from "U" or "V" (down and back up) pockets.
Such pockets, often formed by metal components mounted below the pole top
bond location, shall be provided with a down conductor from the base of the
component to ground or to an adjacent main down conductor.
No bend of any conductor shall form an included angle of less than 90 degrees
nor shall it have a radius bend of less than 8 inches.
E. Energy Usage
E.1. Lamp Type
Pulse start Lamps shall be 400 watt metal halide and shall meet ANSI standards.
E.2. Lumens per Lamp
Manufacturers shall supply computer generated point -by -point light scans based
on 40,000 lumens per lamp.
E.3. Meeting Specifications
To ensure compliance with the specifications, at the completion of the project,
actual light performance meter reading shall be taken and verified.
Inspection and Testing Procedures
F.4.1. All testing will be done with the entire facility illuminated.
7
F.4.2. Horizontal footcandle readings shall be taken with the meter positioned
horizontal 36 inches above grade.
F.4.3. Testing equipment for measurement of footcandle levels shall be a
calibrated Gossen Panalux Electronic 2 or an approved equal.
FAA. For final approval of the project, the manufacturer shall provide a final
report from the test results that shall provide the following items:
a. Identification and location of test stations.
b. Actual horizontal footcandle readings taken at each test station
c. Number of hours of operation.
Point by Point Analysis
Measurements of light shall be demonstrated on a computer generated model
which consists of a grid of a specified number of points covering a stated area on
an equally spaced grid. See the below chart for the exact specifications of points,
areas and grid spacing for each field
Area of Lighting Each Court Area
# of Points 50
Size of Area to be Covered 36' x 78'
Grid Spacing 8' x 8'
E.S. Beam Control Fixtures
In order to turn wasted spill light into useable light on the field resulting in lower
energy consumption, that the reflector system design of the approved lighting
fixture shall place more than 60% of the total light output below the maximum
candlepower point and thereby onto the field to be illuminated.
F. Accountability
F.7. Delivery Timeframe for Sports Lighting Equipment
The equipment must be on -site 4-6 weeks from the receipt of signed purchase
order, acceptance of order and receipt of complete order information.
F.B. Pole Strength
To ensure proper pole stress allowance, the pole analysis and design will be
based on the American Association of State Highway and Transportation
Officials (AASHTO) design criteria.
F.10. Manufacturer Name and Model Number
The approved lighting/pole manufacturer is Spaulding Lighting. Approval must be
obtained 10 days prior to bid date for all substitutions.
F.11. 10 Day Prior Approval for all Manufacturers
All bidders must use an approved product. Approval must be obtained by each
equipment manufacturer 10 days prior to the bid date.
FOUNDATION SPECIFICATIONS
The foundation pier shall be 24" in diameter and 8' in length. See Attachment "A" for all
specifications. The geotechnical engineering report from Terracon will be available upon
request. See Attachments "61", "B2", and "133" for soil profiles. Contractor may need to
s
use dewatering procedures. Cement trucks will not be allowed on tennis court surface
due to potential damage to court.
CONDUIT TRENCHING
Trenching depth will be determined by City code. Trenches will be backfilled and
compacted to a minimum of 95%. Asphalt patch will match depth of existing asphalt.
Color coat surface will be done by others. If the trench is deeper than 12", it will be
backfilled and compacted in one foot lifts. The asphalt will be sawcut prior to trenching to
minimize damage to tennis surface. Maximum sawcut width will be 12". Trenching will
follow trenching diagram. See Attachment "C".
GENERAL ELECTRICAL
General Requirements
A. Codes and Regulations: Comply with all applicable state and local codes, regulations and
ordinances and the latest applicable requirements of the National Electrical Code as
interpreted by the local inspection authority who shall have final jurisdiction.
B. Permits and Fees: Secure and pay for all permits, fees, taxes, royalties, licenses and
inspections in connection with the electrical work. Upon completion of work, furnish to the
Project Manager a Certificate of Inspection indicating final approval by the local inspection
authority.
C. Examination of Premises: Examine the premises prior to bidding and become fully familiar
with existing conditions.
Materials
2.0 GENERAL
A. All materials and equipment shall be manufactured, tested and installed in
accordance with the following:
1. National Electrical Code (NEC).
2. Underwriters' Laboratory (UL).
3. National Electrical Manufacturer's Association (NEMA).
4. American National Standards Institute (ANSI).
5. Illuminating Engineering Society (1ES).
B. The Contractor shall submit proof, if requested by the Project Manager, that the
materials, equipment or devices that he installs under this contract meet the
requirements of the Underwriters' Laboratories, Inc. in regard to fire and casualty
hazards.
C. All electrical material shall display a UL label.
2.1 RACEWAYS - ACCEPTABLE CLASSES
A. Description of System.
1. Provide raceways as required below for raceway systems.
2. Conduit sizes not noted on Drawings shall be in accordance with NEC
requirements for the quantities and size of wire installed therein.
E