HomeMy WebLinkAbout4687 Resolution - Change Order No. 4 Sandifur Broadmoor Project
Resolution - Change Order No. 4 with Tapani, Inc- 1
RESOLUTION NO. 4687
A RESOLUTION OF THE CITY OF PASCO, WASHINGTON,
AUTHORIZING THE CITY MANAGER TO SIGN AND EXECUTE CHANGE
ORDER NO. 4 WITH TAPANI, INC. FOR THE SANDIFUR PKWY/
BROADMOOR INTERSECTION IMPROVEMENTS PROJECT.
WHEREAS, the City of Pasco (City) and Tapani, Inc. (Tapani) entered into a Construction
Contract on January 27, 2025, for construction of the Sandifur Pkwy/ Broadmoor Intersection
Improvements Project; and
WHEREAS, previously approved Change Order No. 1 was under the authority provided
to the Interim City Manager; and
WHEREAS, previously approved Change Order No. 2 was under the authority provided
to the Public Works Director; and
WHEREAS, previously approved Change Order No. 3 was under the authority provided
to the Public Works Director; and
WHEREAS, proposed Change Order No. 4 is issued to provide a pedestrian hybrid beacon
(PHB) or High-Intensity Activated Crosswalk (HAWK) for a new crossing along Broadmoor Blvd
near Delta High School. This provides a safe crossing for users between the Sandifur Pkwy and
Broadmoor Blvd traffic signal and a new Buckingham Drive and Broadmoor Blvd traffic signal;
and
WHEREAS, the $245,159.30 amount of Change Order No. 4 added to the cumulative sum
of previously approved Change Orders exceeds the City Manager’s authority, and thus determined
to obtain Council approval; and
WHEREAS, the City Council of the City of Pasco, Washington, has, after due
consideration, determined that it is in the best interest of the City to enter Change Order No. 4 with
Tapani, Inc.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF PASCO, WASHINGTON:
That the City Council of the City of Pasco approves the terms and conditions of Change
Order No. 4 between the City of Pasco and Tapani, Inc. as attached hereto and incorporated herein
as Exhibit A.
Be It Further Resolved, that the that the City Manager of the City of Pasco, Washington,
is hereby authorized, empowered, and directed to execute said Change Order No. 4 on behalf of
the City of Pasco.
Resolution - Change Order No. 4 with Tapani, Inc- 2
Be It Further Resolved, that this Resolution shall take effect immediately.
PASSED by the City Council of the City of Pasco, Washington, on this 1st day of
December, 2025.
_____________________________
David Milne
Mayor
ATTEST: APPROVED AS TO FORM:
_____________________________ ___________________________
Debra Barham, MMC Kerr Ferguson Law, PLLC
City Clerk City Attorneys
Project No:24 600 Sandifur Pkwy/Broadmoor Intersection Improvements
Contractor:
Description of Change:HAWK System
Detail as Appropriate:To provide a safe crossing for Delta High School with the Broadmoor Blvd
improvements the City had planned for the rectangular rapid flashing beacon
(RRFB). After reviewing the corridor and discussing with the designer the city
decided a pedestrian hybrid beacon (PHB) or HAWK system would be the
preferred option for safety and future proofing the crosswalk. This change
adds the materials and labor to install the HAWK system. However, some
RRFB parts were order during this coordination and cannot be returned. These
parts will be given to the City at no additional cost.
Contract Bid Amount (Schedule A - Non-Taxed):4,109,227.50$
Contract Bid Amount (Schedule B - Taxed):163,080.00$
SALES TAX @ 8.9%:14,514.12$
Total:4,286,821.62$
Subtotal Subtotal
**Sales tax @ 8.9% *Sales tax @ 8.9%
Total Total
Total Change Orders To Date 343,826.17$
*SCHEDULE A = NO TAX
**Inclusive of CO1 (Sched B)--(taxed)New Contract Amount
YES NO
APPROVED:
CONTRACTOR Date Date
APPROVED:
Date Date
APPROVED:
Date DatePUBLIC WORKS DIRECTOR CITY MANAGER
CONSTRUCTION INSPECTOR
APPROVED:
PROJECT MANAGER ENGINEERING MANAGER
APPROVED:
AGREED TO AND ACCEPTED:
98,666.87$ 245,159.30$
4,630,647.79$
IS CONTRACT TIME AFFECTED BY THIS CHANGE ORDER
Contract Time Prior to this Change Order…………………………..200
Modification to Contract Time by this Change Order………………0
Revised Total Contract Time…………………………………………200
It is mutually agreed by both parties that this Change Order fully describes the change(s) that is (are) being
made and that the compensation for this Change Order is full and complete and is the only compensation due
or owing for this Change Order. Further, it is mutually agreed that this document will supplement the present
Contract Documents and that the provisions of the previously executed Contract Documents shall apply to this
Change Order.
PREVIOUS CHANGE ORDER CURRENT CHANGE ORDER
97,698.95$ 245,159.30$
967.92$ -$
Tapani, Inc.
CITY OF PASCO
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER NO. 4
Schedule A (Non-Taxed)
Project Title:
$4,665,882.74
$ 132,933.90
$ 133,901.82
$379,061.12
RESOLUTION - EXHIBIT A
Date:10/28/2025
Project Name:Sandifur
Contract #24600
Job #252503
C.O. #8
C.O. Title:Hawk System
Hours Rate Hours Rate
Foreman 10 61.46$ 92.19$ HRS 614.60$
Pipelayer 10 52.14$ 78.21$ HRS 521.40$
Pipelayer 10 52.14$ 78.21$ HRS 521.40$
Labor Sub Total 1,657.40$
Labor Overhead & Profit 15%248.61$
Labor Total 1,906.01$
Units Rate Unit Total
10 29.30$ HRS 293.00$
Equipment Sub Total 293.00$
Equipment Overhead & Profit 15%43.95$
Equipment Total 336.95$
Unit Rate Quantity Unit Total
-$
-$
-$
-$
-$
Material Sub Total -$
Material Overhead & Profit 15%-$
Material Total -$
Unit Rate Quantity Unit Total
203,906.03$ 1 LS 203,906.03$
3,347.35$ 1 LS 3,347.35$
-$
-$
Sub Contractors Sub Total 207,253.38$
Subcontractor Overhead & Profit 15%31,088.01$
Subcontractor Total 238,341.39$
Unit Rate Quantity Unit Total
-$
-$
-$
Other Sub Total -$
Other Overhead & Profit 15%-$
Stipulations Other Total -$
Sub Total 240,584.35$
Accepted by:General Liability Insurance 0.4016%966.19$
Bond 1.5%3,608.77$
Date:Total Amount 245,159.30$
This Change increases the time to complete the project by: Day(s)
Equipment # - Description
5040118 - Crew Truck
Force Account / Change Order Worksheet
Description
This ROM is for the Hawk System that the City requested. This covers all time, materials, and labor to install the HAWK System on
Broadmoor.
Material Description
LABOR
EQUIPMENT
MATERIAL
OTHER
Straight Time
This proposal is based on the usual cost elements such as labor, material, and normal markups and does not include all costs for additional changes in
the sequence of work, delays, disruptions, rescheduling, extended overhead, overtime (unless specified), acceleration, and/or impact costs; and the
right is expressly reserved to make claim for any and all (if any) of these related items prior to final completion of this contract. Please consider this
language official "notice" as defined in subcontract and/or main contract.
Overtime
Class Name/Description Unit Total
SUBCONTRACTORS
Subcontractor Description
Silverline Quoted Hawk System
Vac Truck for Poles
Corporate Office
PO Box 1900
Battle Ground, WA 98604
360.687.1148
RESOLUTION - EXHIBIT A
Change Proposal Request (CPR)
Page 1 of 2
Project Information Change Proposal Request
Project #1-25008 Contract #1-25008-001
Title Sandifur Pwky Broadmoor Blvd Intersection
Improvements CPR #1-25008-002
Address Sandifur Pwky & Broadmoor Blvd.Issue Date 15-Sep-2025
Subject
City, State, Zip Pasco, WA 99301
Country USA
HAWK System
Prime Contract Company Owner
Contact Todd Pluff Contact Steve Ingram
Company Silverline Electric LLC Company Tapani Inc:Sandifur Broadmoor 1-25008
Address 4121 West Clearwater Avenue Address Sandifur Pwky and Broadmoor Blvd
City, State, Zip Kennewick, WA 99336 City, State, Zip Pasco, WA 99301
Country United States Country United States
Phone (509) 544-8840 Phone
Fax Fax
Description of the proposed change:
Upgrade RRFB system in front of Highschool to a HAWK system
Net Amount of this Proposed Change:$203,906.03
The Contract time due to this Change Proposal Request is to be determined at a later date.
This document, when fully executed as accepted, shall constitute authorization to proceed with the work described herein.
Submitted By Response: Accept Do Not Accept
Silverline Electric LLC Tapani Inc:Sandifur Broadmoor 1-25008
Company Company
__________________________________________________________________________________________________________________
By Date By Date
RESOLUTION - EXHIBIT A
Change Proposal Request (CPR)
Page 2 of 2
Proposed Items
Item #Item Description Quantity Unit Unit Price Subtotal
1 Labor 129 EA 133.10 17,169.90
2 Western Systems Hawk system package 1 LS 93,964.10 93,964.10
3 Hawk System Poles & Service equipment 1 LS 63,460.83 63,460.83
4 Concrete form materials 1 LS 4,203.54 4,203.54
5 General material 1 LS 22,117.66 22,117.66
6 Equipment rental 1 LS 2,990.00 2,990.00
Subtotal = $203,906.03
Tax = $0.00
Total = $203,906.03
RESOLUTION - EXHIBIT A
RESOLUTION - EXHIBIT A
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M.U.T.C.D.: 2009 Edition
DESIGNED:
CHECKED:
Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate.
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BID SET
66084.002
AUGUST 2025
JBK
SHEET ID
SHEET OF 83103.1
8/28/25
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Scale: 1" = 10'
LEGEND
CALLOUTS
RED/FLASH RED
YELLOW/FLASH YELLOW
HEAD NO.
21, 22,
61, 62
HEAD NO.
48, 49
88, 89
SIGNAL DISPLAYS
X
X
Construction note callout.
See construction notes on this sheet.
Illumination note callout.
See Illumination Plans.
Interconnect note callout.
See Illumination Plans.
Wiring note callout.
See wiring notes, Sheet TS10.
Traffic signal pole.
See traffic signal standard for details, Sheet TS11.
X
1. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual On
Uniform Traffic Control Devices (MUTCD) And WSDOT Standards.
2. Information On This Sheet Is Accurate For Traffic Signal Improvements Only.
3. The Locations Of The Pole Foundations Shall Be Staked In The Field For Approval By
City Inspector Staff Prior To Installation.
4. Locations Of Existing Underground Structures And Utilities Are Approximate Only. It Is
Not The Intent Of These Plans To Show The Exact Location Of Underground
Equipment. It Is The Responsibility Of The Contractor To Verify The Locations Of All
Existing Utilities With The Respective Owners. Existing Utilities Damaged By The
Contractor Shall Be Repaired At The Contractor's Expense. Call Dig Line 48 Hours Prior
To Excavation To Request Underground Utility Locations.
5. Top of Foundation Elevations Provided Represent Approximate Finished Ground Surface
Elevations. Top Of Foundation Elevations For All Poles Are To Be Field Verified By The
Contractor Based On The Actual Finished Ground Elevations Prior To Installation Of
The Pole Foundations.
6. The Conduit And Junction Box Layout Shown Is Schematic. The Contractor Shall
Maintain Appropriate Clearance Between Adjacent Utilities And Minimize Impacts To
Adjacent Infrastructure To The Extent Possible.
7. Ground The Signal And Illumination System In Accordance With The Current Edition Of
The National Electric Code (NEC).
8. All New Conduit Installed Shall Include 1-#12 "Locate Wire". Insulate All Locate Wires
From All Metallic Items.
9. Use HDPE Or Rigid Steel Under Roadway And Driveways And Schedule 80 PVC For All
Other Conduits.
10. Contractor To Pothole At All Proposed Foundation Locations Prior To Construction And
Submission Of Shop Drawings And Notify Engineer Of Any Discrepancies.
11. Arrows Shown Are Schematic Only And Not To Be Installed As
Part Of The Signal Plan.
GENERAL NOTES
Construct foundation and install Type II signal standard
complete with signal displays, terminal cabinet. See plan
reference No. IS-13 and Signal Standard Detail Chart, sheet
TS11 for additional information.
1
2
3
Construct Foundation And Install Type PS Pole With Type D
Mounted Pedestrian Signal Head And APS Pushbutton.
See Sheet STD16 For WSDOT Standard Plan J-20.16 For
Pedestrian Signal Standard. See Plan Reference No. IS-13
And Signal Standard Detail Chart, Sheet TS11 For Additional
Information.
4
6
8
CONSTRUCTION NOTES
Vehicle Signal Display
Conduit & Wiring
Controller Cabinet
Service Cabinet
Pedestrian signal display
Type 2 Junction Box
Type 8 Junction Box
Traffic Sign
Crosswalk Sign
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Prop. ROW
Install Type 2 Junction Box See Sheet STD17 For WSDOT
Standard Plan J-40.10 For Junction Box Details.
Install Type 8 Junction Box. See Sheet STD18 For WSDOT
Standard Plan J-40.30 For Junction Box Details.
Connect to Power Source. Coordinate Work with Big Bend
Electric Cooperative (Zach Underhill, 509-659-1700*2190,
Zunderhill@BBEC.org) (Mitchell Myers, 509-659-1700*2130,
Mmyers@BBEC.org)
Construct New Multi-Cabinet Foundation. Install New Type P
PLUS NEMA TS2-1 Traffic Signal Cabinet. Install New Econolite
Cobalt 2100 Traffic Signal Controller with Cobalt Software. See
Sheet STD14 For WSDOT Standard Plan J-10.10 For Signal
Cabinet Layout Details.
Install New Vehicle Signal Display Using Type M Mount. See
Sheet STD18 and STD19 For WSDOT Standard Plan J-75.20 For
Mounting Details.
Install New 120V/240V Service Cabinet Type D Foundation
Per WSDOT Standard Plan J-10.21.
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9 Install New Aluminum "CROSSWALK-STOP ON RED" Sign on
Mast Arm. R10-23, 24"x30".
9
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WSDOT W11A-301, 96"x24", per WSDOT Standard Plan
G-30.10 sheet STD 14.
10
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62 61
2221
8
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49
48
88
89
11 Install New Aluminum "STOP HERE ON RED" Sign on Mast
Arm, WSDOT R10-6, 24"x36", per WSDOT Standard Plan
G-24.50 sheet STD 06.
11
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12 Install ITS pull box with standard duty lid per WSDOT
Standard Plan J-90.10 on sheet STD12.Ex. Easement
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RESOLUTION - EXHIBIT A
DESIGNED:
CHECKED:
Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate.
Know what's below.
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BID SET
66084.002
AUGUST 2025
JBK
SHEET ID
SHEET OF 83103.2
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656
657
W
W
TB
3
Ø5
Ø7
Type 8
Junction
Box
5C
743W
B
O
R
G
49
741
742
74
4
74
5
B W
2C
S
48
5C
783 W
B
O
G
R
89
782
781
2
2
1
4
5
2
1
3
6
1
3
2
5
4
6
78
4
78
5
B W
2C
S
88
74
4
74
5
B W
2C
S
49
R
Y
R
R
R
R
Y
R
R
Y
ITS
Pull
Box
1
Type 2
Junction
Box
78
4
78
5
B W
2C
S
89
4
4
CONDUIT
Type 8
Junction
Box
7
7
Type 2
Junction
Box
RESOLUTION - EXHIBIT A
DESIGNED:
CHECKED:
Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate.
Know what's below.
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SHEET ID
SHEET OF
TS11
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH10PLOTTED BY
PLAN REF NO
Plot 1
SIGNAL STANDARD DETAIL CHART***3 3
3
40'45'50'
MIN.MAX.
4 SECTION 12"
5 SECTION 12"
17.5'
17.0'
17.0'
19.2'
18.0'
17.5'
20.9'
19.7'
18.5'
22.0'
20.8'
19.6'
16.5'
16.5'
16.5'
SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY
53' - 180'
MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY
ALL
LEGEND
90°
90
°
E1
90°
0°180°
270°
E2
E1
R
O
A
D
W
A
Y
LOCATION STATION
ANCHOR BOLT PLATE h
i
i
85
°
E E
FF
G G
H H
I I
H H
I I
A2
A1
12
'
-
0
"
8'
-
0
"
6'
-
6
"
a
b c
a
e
gg
j
j
i
B9
B10 B11
h
i
CURB OR EDGE OF SHOULDER
LIMITS OF VERTICAL CLEARANCE
a
b
a
b
d
a
b
B1
B2 B3
B4
B5
B6
B7
ROADWAY
TYPE II, III & SD
SIGNAL STANDARD
D D
C
f
NOTES
6
5
4
4
5
NOTE:
E2
ELEVATION IS TO
TOP OF FOUNDATION
10'
12'
8'
6'
14'
16'
19.8
O
F
F
S
E
T
L
I
N
E
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
26.4
39.6
52.8
46.2
1
2
1
2 1
2 2 1
2 1
2
2
2
2
OR`
`
`
`
SIGN
b
c
e
3.0 FT
3.0 FT
N/A
N/A
N/A
3.0 FT
7.5 SQ. FT.
36.0 SQ. FT.
15.0 SQ. FT.
HEIGHT WIDTH AREA
3
3 1' - 0" MIN. TO 2' - 6" MAX.
FROM POLE CENTERLINE
TO SIGN EDGE
33.0
FOR POST MOUNTED
SIGNS THERE SHALL
BE 2' - 0" MIN. FROM
THE FACE OF THE
CURB OR THE EDGE
OF THE SHOULDER
TO THE EDGE OF
THE SIGN
ALL HANDHOLES AT 180^
FROM E1
HORIZONTAL DISTANCE
FROM STOP LINE
3 SECTION 12"
5 SECTION CLUSTER 12"
MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (E1 ATTACHMENT
POINT) TO THE ATTACHMENT POINT LOCATION
POLE ORIENTATION
ANGLE (P.O.A.)
DEGREES CLOCKWISE FROM
OFFSET LINE TO POLE
ORIENTATION LINE
(E1 ATTACHMENT POINT)
TYPE E MOUNTS SHALL BE USED FOR
PEDESTRIAN DISPLAYS ON TYPE II OR III
SIGNAL STANDARDS, WITH THE FOLLOWING
EXCEPTION: PEDESTRIAN DISPLAYS
MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL
STANDARDS AT AN ANGLE OTHER THAN
A 45 DEGREE INCREMENT SHALL USE A TYPE
A MOUNT FOR TWO PEDESTRIAN
DISPLAYS, OR A TYPE B MOUNT FOR A
SINGLE PEDESTRIAN DISPLAY.
POLE ORIENTATION AND
ATTACHMENT POINT DETAIL
3
3
GGgg
I III
g g
8'
-
0
"
8'
-
0
"
10
'
-
0
"
iii
a
6 6 63' - 6"
MEASURED FROM
SIDEWALK SURFACE
TO CENTER OF
PEDESTRIAN
PUSH BUTTON
SIGNAL STANDARD NO.
APPROVED DRAWING NO.
FABRICATION DATE
EXAMPLE
SIGNAL STANDARD IDENTIFICATION TAG DETAIL
SRXXX, MP XXX.XX
MANUFACTURER
APPROVED DWG. XXXXXX
STD. NO. XX
STATE ROUTE AND
MILE POST NO.
FAB. X/XX/XXXX
STD. NO. 02
SR97, MP 069.09
MANUFACTURER
APPROVED DWG. AB12345
FAB. 6/14/2002
MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART.
FOR TYPE N MOUNTS ONLY, DRILL 1" DIA. HOLE IN MAST ARM AND INSTALL
PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE.
FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM
VALUES LISTED HERE:
ELEVATION IS TO TOP OF FOUNDATION. FIELD VERIFY
ELEVATION PRIOR TO ORDERING SIGNAL STANDARDS.
IS-13
1
1
ALTERNATE 23
STD.
No.STREET NAME
STATION
FIELD LOCATION
OFFSET LT.RT.ELEV.P.O.A.
POLE
TYPE
A1 A2 B1 B2 B4 B5 B6 C D E1 E2 F G1 G2 H I1 I2
POLE ATTACHMENT POINT ANGLES (deg.)FOUNDATION DEPTH (FT)
ALTERNATE 1
3' SQ.3' RD.4' RD.3' RD.4' RD.
REMARKSSIGNAL MAST ARM DATA
B7 B8 B9 B10B3
SOIL
BEARING
PRESSURE
(PSF)
MOUNTING
HEIGHT (FT)
B11 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11
FOUNDATION
DESIGN
XYZ (FT )
LUMINAIRE
ARM
(FT)
TYPE PPB
PPB POST
TYPE PS
PED. HEAD
STANDARD
TYPE I
VEHICLE HEAD
STANDARD
ATTACHMENT
POINT
LUMINAIRE MAST ARM
X Y Z (ft )
MAST ARM
LENGTH X Y Z (ft )
STANDARD
TYPE
STANDARD PLAN REFERENCES
POLE FOUNDATION ELECTRICAL
PPB
FIXED
BREAKAWAY
PPB
PS
I
II, III, SD N/A
J-20.10
J-20.15
J-21.15
J-20.16
J-20.10
J-20.15
J-21.10
J-21.10
J-26.10,
J-26.15
CURBSTANDARD
J-
2
0
.
1
1
N/A
J-20.10
J-20.15
J-20.20
J-21.20
N/A
a.VEHICLE DISPLAY f.LUMINAIRE
b.MAST ARM MTD. SIGN g.PEDESTRIAN DISPLAY
c.STREET NAME SIGN h.TERMINAL CABINET
d.PRE-EMPT DETECTOR i.APS PPB-M
e.POST MTD. SIGN j. HANDHOLE
PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER;
3' - 0" MIN. FROM FACE OF GUARDRAIL;
4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE
BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM
TRAFFIC SIDE OF BARRIER; TO FACE OF POLE)
7 DMS OR VMS IS NOT
ALLOWED ON THESE POLES.
TAG NOTES:
CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS:
- POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III).
- SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III) - LOCATED WITHIN 6" OF THE
LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III).
TEXT SHALL BE A MINIMUM OF 3/16" HIGH, STAMPED OR EMBOSSED.
OFFSETS (FT) (Z) (POLE TO ATTACHMENT POINT)WINDLOAD AREAS (FT ) (X)(Y)2 3
CALCULATED
POLE
XYZ (FT )
CALCULATED POLE XYZ (FT ) IS THE SUM OF THE TOTAL XYZ (FT ) FOR
THE SIGNAL ARM AND THE XYZ (FT ) FOR THE LUMINAIRE ARM (IF PRESENT).
x
1
2
3
4
5
6
BROADMOOR BLVD 115+37.5 34.5'
x
II
II
PS
PS
19 22.5 10.5 5.00 10.3 10.3 18016.0 602
k
B8
2
900 1000 10'10'8'8'8'
x
PS
PS
BROADMOOR BLVD 115+49.3 40.0'
BROADMOOR BLVD 115+43.5 34.5'
BROADMOOR BLVD 115+53.0 3.0'
BROADMOOR BLVD 115+29.0 3.0'
BROADMOOR BLVD 115+38.5 39.2'
x
x
x
x
0
16.5
28.0 16.022.0
5.0
6.5 10.3 10.35.0 18016.0 797
700 1000 10'10'8'8'8'
19
270
90
90
270
90
270
270
90
RESOLUTION - EXHIBIT A
QUOTATION
Bid Item #53; Permanent Signing (RRFB)
Qty Description
4 Control Cabinet (SC315-G) Solar, Natural Finish
Carmanah Part # 84539
4 Battery 35AH
Carmanah Part #88055
4 50 Watt Solar Panel
Carmanah Part #74387
4 Top of Pole Mount, 3.5-4.5” OD Round, For 50, 80, & 170-Watt Solar Panels
Carmanah Part # 89334
4 Solar Panel Harness, MC4 to Spade Terminals, 8’
Carmanah Part # 84584
4 Lightbar with Confirmation Lights (Includes Universal Mounting Bracket) (Black)
Carmanah Part #87668
4 Harness, 16FT, Terminal Block to Light Bar, RRFB, SC315, TPE
Carmanah Part #78225
4 Pushbutton Polara iNX Audible, 9X12 Sign & Mount, Black
Carmanah Part #89068
4 Harness, 16FT, Polara iNX Button, G-Series
Carmanah Part #84507
4 Sign (Children Walking Symbol) 36” x 36” Fluorescent Yellow Green 3M DG3 Series 4083 (S1-1) with Windbeam
NW Safety Supply Part # S1-1/36YGDG3, WINDBEAM-S1-1 36
2 Sign (Arrow) 24” X 12” 3M DG3 4083 Fluorescent Yellow Green 3M DG3 Series 4083 Left Down Arrow with Windbeam
NW Safety Supply Part # W16-7PL/24YGDG3, WINDBEAM-24X12
2 Sign (Arrow) 24” X 12” 3M DG3 4083 Fluorescent Yellow Green 3M DG3 Series 4083 Right Down Arrow with Windbeam
NW Safety Supply Part # W16-7PR/24YGDG3, WINDBEAM-24X12
RESOLUTION - EXHIBIT A