10-042.00 Acme Concrete Paving: Broadway Sullivan PCCP IntersectionS,rdl�ane
�I�Va11e
CHANGE ORDER TO CONSTRUCTION CONTRACT NO; 90.010
DEPARTMFNT nF Pl IAI_IG WORKS
PROJECT: Broadway Sullivan PCCP Intersection Project CONTRACT DATE: 3/25/2010
CONTRACTOR: Acme Concrete Paving, Inc CHANGE ORDER NO: 3
CAPITAL IMPROVEMENT PROJECT NO: 0114
BID NO.: 10 -010 ___
DESCRIPTION OF CHANGES
This Change Order provides for additional "Road Closed to Thru Traffic" signs mounted on a Type III Baricade,
These will be placed, per adjacent Business Owner request, to thwart Illegal detours on private property.
Item No Description Unit Quanti Unit Price Total
58 Road Closed to Thru Traffic Sign mounted on Type III Bar. EA 4 $45.00 $180.00
Total Amount of this Change Order( Incl. Tax): $180.00
SUBSTANTIAL COMPLETION
Original Date:
5/21/2010
Prior to this Change Order,
5121/2010
Including this Change Order:
5/21/2010
Original Working Days:
30
Working Days Added by this CO:
0
Working Days Including this CO:
30
HESE CHANGES RESULT IN THE FOLLOWING ADJUSTMENTS OF TOTAL CONTRACT PRICE:
ORIGINAL TOTAL CONTRACT AMOUNT $
........................-..............................,.......,..,....,..,..,,. .,...,............_...._,.._...
TOTAL PRiOR CONTRACT CHANGE ORDER AMOUNT ,$,
.......................... ...._........................., ..............................
TOTAL CONTRACT PRICE PRIOR TO THIS CHANGE ORDER - ,$,,,
NETTHIS CHANGE ORDER _._ ............................................................................_.........,.....,...., ,............................�.
TOTAL CONTRACT AMOUNT INCLUDING THIS CHANGE ORDER $
627,198.75
19,731.55
646,930.30
180,00
647,110.30
CONTRACTOR ACCEPTANCE:
DATE:
/� /C�
The contractor hereby accepts this adjustment under the terms of the original contract for all work perfomed.
i
RECOMMENDED BY: �'�� �'
APPROVED BY:
APPROVED BY:
DATE: 7 ' /Z' 16
DATE:
Clty Manager
DATE: l l ✓ ��
ATTACHMENTS:
nr..r,: r.. � r:,..,
ORIGINALS TO: Contractor, City of Spokane Valley Clerk's Office, PW Project File
COPIES TO: PW Project File P Public works/Purchatng= (912612oo7)
CDI0 -0W(2
S
Public Works Department
Capital Improvement Program
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhatt@spokanevalley.org
Memorandum
1 12, 2010
Worley, Neil Kersten
F�6rn: } Craig Aldworth
Re: Change Order 3 for Broadway Sullivan PCCP Intersection Project, CIP 0114
Budget Account No.
Acme Concrete Paving Contract 10 -010
Change Order 3 provides for up to 4 additional "Road Closed to Thru Traffic " Signs mounted
on Type III Barricades at locations to be determined by the Engineer. The signs were requested
by adjacent property owners who want to discourage illegal detour traffic through their private
drives and parking lots.
The total estimated cost (incl. tax) for this Change Order work is $180.00, paid for by an 79.5%
STA grant and the City of Spokane Valley. There are sufficient funds in the project budget to
cover these costs.
Original Contract amount =
$627,198.75
Previous Change Order Cost =
$18,558.55
Change Order #3 Cost =
$180.00
Project Cost including Change Order #3 =
$647,110.30
15% of Original Contract amount = $94,079.81
Max Public Works Director Contract authority = $75,000.00
Change Order Cost to date = $19,911.55
Remaining P.W. Director Contract Authority after CO #3 $55,088.45
L�
(�2
Public Works Dir or
Cc: City Manager
Finance Department
Proje Manager
Page 6F -10
ROAD CLOSED
10 MILES AHEAD
LOCAL TRAFFI ONLY
R11 -3a
1500 x 750 mm
(60 x 30 in)
ROAD CLOSED
TO
THRU TRAFFIC
R 11 -4
1500 x 750 mm
(60 x 30 in)
AXLE
WEIGHT
LIMIT
5 TONS
R12 -2
600 x 750 mm
(24 x 30 in)
Sect. 6F.07
METRIC
AXLE
WEIGHT
R LIMIT
4.5t
December 2000
OR
ROAD CLOSED
16 KM AHEAD
LOCAL TRAFFIC ONLY
METRIC
WEIGHT
WEIGHT
LIMIT
°R
�Il
10
Page 6F -10
ROAD CLOSED
10 MILES AHEAD
LOCAL TRAFFI ONLY
R11 -3a
1500 x 750 mm
(60 x 30 in)
ROAD CLOSED
TO
THRU TRAFFIC
R 11 -4
1500 x 750 mm
(60 x 30 in)
AXLE
WEIGHT
LIMIT
5 TONS
R12 -2
600 x 750 mm
(24 x 30 in)
Sect. 6F.07
METRIC
AXLE
WEIGHT
R LIMIT
4.5t
December 2000
OR
ROAD CLOSED
16 KM AHEAD
LOCAL TRAFFIC ONLY
R12 -1
600 x 750 mm
(24 x 30 in)
METRIC
WEIGHT
LIMIT
VAP 8T
#� 12T
q mNIM 16T
R12 -5
750 x 900 mm
(30 x 36 in)
WEIGHT
LIMIT
OR 9AP 7.2t
10.8t
14.5t
June 2001
METRIC
WEIGHT
WEIGHT
LIMIT
°R
LIMIT
10
TONS
9t
R12 -1
600 x 750 mm
(24 x 30 in)
METRIC
WEIGHT
LIMIT
VAP 8T
#� 12T
q mNIM 16T
R12 -5
750 x 900 mm
(30 x 36 in)
WEIGHT
LIMIT
OR 9AP 7.2t
10.8t
14.5t
June 2001
Page 6F -32
2003 Edition
Figure 6F -7. Channelizing Devices (Sheet 2 of 2)
* 450 1
1 -
900 mm 600 mm --0-1
(36 in) (24 in) MIN. 200 to
MIN. 300 mm
1 (8 to 12 in)
TYPE I BARRICADE **
r q * 45 1 / /�
900 mm
(36 in) 200 to
MIN. 300 mm
L� 600 mm ___.I (8 to 12 in)
(24 in) MIN.
TYPE II BARRICADE **
i
* 45°
1 �
1.5 m
(5 ft)
MIN.
r iv 200 to
300 mm
1.2 m (4 ft) MIN. 1 ' (8 to 12 in)
TYPE III BARRICADE **
600 mm
(24 in)
Q
300 mm
900 mm 1 (12 00 in)
(36 in)
200 mm
(8 in)
45°
iN
DIRECTION INDICATOR BARRICADE **
* Warning lights (optional) \
** Rail stripe widths shall be 150 mm (6 in), except that 100 mm (4 in) wide stripes
may be used if rail lengths are less than 900 mm (36 in). The sides of barricades
facing traffic shall have retroreflective rail faces.
Note: If barricades are used to channelize pedestrians, there shall be continuous detectable bottom and top rails with
no gaps between individual barricades to be detectable to users of long canes. The bottom of the bottom rail shall
be no higher than 150 mm (6 in) above the ground surface. The top of the top rail shall be no lower than 900 mm
(36 in) above the ground surface.
Option:
Tubular markers may be used effectively to divide opposing lanes of road users, divide vehicular traffic lanes
when two or more lanes of moving motor vehicle traffic are kept open in the same direction, and to delineate the
edge of a pavement drop off where space limitations do not allow the use of larger devices.
Standard:
When a noncylindrical tubular marker is used, it shall be attached to the pavement in a manner such
that the width facing road users meets the minimum requirements.
A tubular marker shall be attached to the pavement to display the minimum 50 mm (2 in) width to the
approaching road users.
Section 6E61 Vertical Panels
Standard:
Vertical panels (see Figure 6F -7, Sheet 1 of 2) shall be 200 to 300 mm (S to 12 in) in width and at least
600 mm (24 in) in height. They shall have orange and white diagonal stripes and be retroreflectorized.
Vertical panels shall be mounted with the top a minimum of 900 mm (36 in) above the roadway.
Sect. 6F.60 to 6F.61