10-074.00 Morgen & Oswood: Barker Bridge Replacement. ifs►
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Change Order
Date 6/18/2010
Page 1 of 3 Pages
Contract Number 08 -017 (CIP -0003) Federal Aid Number BRM 4123(004)
Contract Title Barker Road Bridge Replacement
Change Order Number 10
Prime Contractor Morgen & Oswood Construction Co., Inc.
® Ordered by Engineer under the terms of Section 1 -04.4 of the Standard Specifications
❑ Change proposed by Contractor
Endorsed Surety Consent
TRAVELERS TY ANY OF AMERICA
Contractor Attorn ct
JUNE 25, 2010
Date Date
Original Contract Amount
Current Contract Amount
Estimated Net Change This Order
Estimated Contract Total After Change
9 ,449,354.75
9,339,941.26
9,225.30
9,349,166.56
Approved
Approval ecommend ❑ pp
Approved
Z�
Project Engineer
proving Author per C.A. Agreement
Date
Date
Ap
Approval Recommended ❑ pp
Other Approval When Required
Signature Date
B Y
Date
Representing
DOT Form 140.005 EF
Revised 4106
7
tAD 10'O lA
A
CHANGE ORDER
Project: Barker Road Bridge Replacement Page 2 of 3
Contract No.: 08 -017 (C1P -003) Change Order No. 10
Federal Aid Number: BRM 4123 (004)
The Contract is revised as follows:
Description of Work
The Contractor shall repair the Centennial Trail under the Barker Road Bridge at the
location shown in the attached drawing.
The work shall consist of removing existing crushed surfacing and replacing it with 2"
HMA to fill in the existing gap in the trail.
Existing pavement shall be sawcut prior to removal. Existing pavement marked for
removal shall become property of the Contractor and removed from the project.
The finished surface of the paved portion of the trail shall be 12 feet wide, with CSTC
beyond the asphalt edges, tapered at 3:1 or flatter.
Materials
HMA shall be Cl. '/2 PG 70 -28.
Measurement
No specific unit of measure will apply to the lump sum item, "Centennial Trail
Pavement Repair."
Payment
Payment will be made for the following new contract item:
"Centennial Trail Pavement Repair," lump sum
Contract Time
No additional time is added to the Contract as a result of this Change Order.
Attachments
Marked up Plan sheet R -1
Change Order #10, Page 3 of 3
! I SEa.07, T.25 N., R.45 E., W.M. QUANTITIES
� �/ Y Og REMOVAL OF STRUCTURE AND OBSTRUCTION, L.S.
I RETAINING WALL B REMOVE EXISTING BARKER ROAD BRIDGE, L.S.
j I I Q= 3 °49'00 - LI=FT ..__ - EXISTING °. j
SEE SHEET RW-1 TEMP RARY 10 REMOVING CONC. BARRIER
I L =133.23' j RIGHT -OF -WAY u 0 20 40 60 CONSTRUCTI STA 41 +60 RT TO STA 42 +20 RT, 67 L.F.
- W PRESERVE - _ _ _ - PRESERVE AND PERMIT BOU - ARY� STA 44 +81 LT TO STA 47 +00 LT, 219 L.F. j =
T66:64' -
AND PROTECT - -- - - - - - Scale In Feet PROTECT STA 47 00 R ,
ST 41 +40 EXISTING ' . STA 44 +75 RT TO 25 L.F.
+ T 2
BE IN i ONUMENTATION 1' EXISTING TREE
TOTAL: 511 L.F.
9 ❑ M ti _v 3O REMOVE EXISTING, S 12 REMOVING WIRE FENCE
CONSTRU T N I a
y , I _ _ . TREE a , ; ( t ( / 60 L.F.
J I STA 41 +40 TO STA 41 +83:
❑ +� \ PAVE WITH 0.1T HMA CL. i - /�✓ \�i 66 ;_ ( 14 ROADWAY EXCAVATION INCL. HAUL
/ I ' SEE DETAIL 92 1 \ d a V i CUT 400 C.Y.
__U2' PG 70 -28 ON 0.25' HMA T " ! - -_ -- 91 m 1 + a r
_ 8 I GRAVEL BORROW INCL. HAUL
� G't'CL -4' RG 7428ON.�_
COMPACTED SUBGRADE - - -- =- — c< - - — -- -- - - td S -- - - -- —
20CY
• •' � ''. l �o- � {° ��� -- - .- -__ - -5 ! 17 EMBANKMENT COMPACTION
i
4JZ" AC --
N 03 W
- AND PROFILE
" o I
IN
SAWCUTT EXISTING PAVEMENT, N O T E S
MA CE EXISTING
o 1
FINISHED GRADE PROFILE o O LIMITS TO BE APPROVED BY ENGINEER.
G rade °+ rn m O PRESERVE AND PROTECT EXISTING DRYWELL
�0
P22 N °mi .. 12.300 ^ /a o _ x 2022_.
¢ y O REMOVE EXISTING TREES, CONTRACTOR SHALL CONFIRM RIGHT
a a D w a x OF WAY LIMITS AND OBTAIN ENGINEERS APPROVAL PRIOR TO
�.o -\
IL ¢ THE REMOVAL OF ANY TREES.
EXISTING GRADE PROFILE' a
w O O END POST 6' FROM REMOVE AND RESET PORTION OF EXISTING FENCE. SET NEW
-W 2020 ROM FACE OF WALL ON ORIGINAL FENCE
- .. m o .
ALIGNMENT
ti a 5O
1 GRADE AND RESTORE DISTURBED AREAS.
. + CEMENT CONC. SPILLWAY SHALL BE
_ G _ ... 1 O COMPATIBLE WITH SPOKANE COUNTY
!ad- _
e
STAN U
EX A
TYPE 2END SPILLWAY 1 BACK OF
STING CURB. SEE DETAIL �
3m
7 VARY SIDEWALK FROM 5-FOOT WIDTH TO �`
2016 CMAL
MATCH EXISTING SIDEWALK WIDTH.
`{ m�l00
&FOOT.
8 SIDEWALK WIDTH VARIES FROM 5 -FOOT TO
zot4_ CALL BEFORE YOU DIG 456 -80
42400 as ±o6 6B R &,•d HEgeWL °R H,. 44+00 45±oo as +oo 48 HOUR NOTICE REQUIRED
PROJECT TIILE: INDEX
° 1
WILL CITY OF SPOKANE VALLEY, WASHINGTON
j— ° SCALE BARKER ROAD BRIDGE REPLACEMENT -1
0e.kneeey. PUBLIC WORKS DEPARTMENT
HORIZONTAL: SP - 51&De — 11707 EAST SPRAGUE AVENUE, SURE 106 ROADWAY PLAN & PROFILE I OF 2 SHEEP
1 °=2O' 95oulhWasNriglon,Sidle400 � SHEETTRLE:
S09.747.2000�207 P alie SPOKANE VALLEY, WASHINGTON 99M STA 41 +20 TO STA 46+00 — 'G of
r•KC:ar n+naza� VERTICAL: P'=2' y (M921
w as Aoo.. Revlslon ru r unuc.aa�cva,,.,nt a,..
P`1 11T T)A= A -ft 01 900x -
ao1
C,J
P
A
C14
F v
CD
n:
2 711
- AND PROFILE
" o I
IN
SAWCUTT EXISTING PAVEMENT, N O T E S
MA CE EXISTING
o 1
FINISHED GRADE PROFILE o O LIMITS TO BE APPROVED BY ENGINEER.
G rade °+ rn m O PRESERVE AND PROTECT EXISTING DRYWELL
�0
P22 N °mi .. 12.300 ^ /a o _ x 2022_.
¢ y O REMOVE EXISTING TREES, CONTRACTOR SHALL CONFIRM RIGHT
a a D w a x OF WAY LIMITS AND OBTAIN ENGINEERS APPROVAL PRIOR TO
�.o -\
IL ¢ THE REMOVAL OF ANY TREES.
EXISTING GRADE PROFILE' a
w O O END POST 6' FROM REMOVE AND RESET PORTION OF EXISTING FENCE. SET NEW
-W 2020 ROM FACE OF WALL ON ORIGINAL FENCE
- .. m o .
ALIGNMENT
ti a 5O
1 GRADE AND RESTORE DISTURBED AREAS.
. + CEMENT CONC. SPILLWAY SHALL BE
_ G _ ... 1 O COMPATIBLE WITH SPOKANE COUNTY
!ad- _
e
STAN U
EX A
TYPE 2END SPILLWAY 1 BACK OF
STING CURB. SEE DETAIL �
3m
7 VARY SIDEWALK FROM 5-FOOT WIDTH TO �`
2016 CMAL
MATCH EXISTING SIDEWALK WIDTH.
`{ m�l00
&FOOT.
8 SIDEWALK WIDTH VARIES FROM 5 -FOOT TO
zot4_ CALL BEFORE YOU DIG 456 -80
42400 as ±o6 6B R &,•d HEgeWL °R H,. 44+00 45±oo as +oo 48 HOUR NOTICE REQUIRED
PROJECT TIILE: INDEX
° 1
WILL CITY OF SPOKANE VALLEY, WASHINGTON
j— ° SCALE BARKER ROAD BRIDGE REPLACEMENT -1
0e.kneeey. PUBLIC WORKS DEPARTMENT
HORIZONTAL: SP - 51&De — 11707 EAST SPRAGUE AVENUE, SURE 106 ROADWAY PLAN & PROFILE I OF 2 SHEEP
1 °=2O' 95oulhWasNriglon,Sidle400 � SHEETTRLE:
S09.747.2000�207 P alie SPOKANE VALLEY, WASHINGTON 99M STA 41 +20 TO STA 46+00 — 'G of
r•KC:ar n+naza� VERTICAL: P'=2' y (M921
w as Aoo.. Revlslon ru r unuc.aa�cva,,.,nt a,..
P`1 11T T)A= A -ft 01 900x -