HomeMy WebLinkAboutPW Snow Creek Rd MP 0.84 Culvert Replacement Department of Public Works
O Consent Agenda
Page 1 of
Jefferson County
Board of Commissioners
Agenda Request
To: Board of Commissioners
Mark McCauley, County Administrator
From: Monte Reinders, P.E., Public Works Director/County Engineery� ,
Agenda Date: October 23, 2023
Subject: Change Order No. 1 with Bruch and Bruch Construction, Inc., Snow
Creek Road MP 0.84 Culvert Replacement, County Project No.
18020310, County Road No. 352909, FEMA Hazard Mitigation Grant
No. D21-031
Statement of Issue: ChangeOrder 1 with
ue. 0 de No. w t Bruch and Bruch Construction, Inc. of
Port Angeles, Washington.
Analysis/Strategic Goals/Pro's Et Cons: Change Order No. 1 adds the bid item
Flagger, and a lump sum amount for re-ordering of guardrail items requested by the
County.
Fiscal Impact/Cost Benefit Analysis: Change Order No. 1 will increase the contract
amount by $3,300.00, from $1,092,394.00 to $1,095,694.00. However, due to
underruns on various bid items, the contract will be completed for approximately
$29,000 less than the original contract amount. Project construction is funded at
87.5% by a FEMA Hazard Mitigation grant and 12.5% by a Public Works Board
Construction Loan.
Recommendation: Public Works recommends that the Board authorize Change Order
No. 1 with Bruch and Bruch Construction, Inc., and return two originals to Public
Works.
Department Contact: Mark Thurston, P.E., Project Manager, 385-9160.
Reviewed By:
"4/4d117("1 1�
Mark McCau , County Administrator k Date(
Y
}
Z U
p to o
v a O
y LL
O Cw7
LL
LL W U
w
!r
Q
a
w
0
0
M
r N
O
CV
Z
m
U) 0
O
Cl)
O
N
O C
m O
0 04
Cl)
OD
C O7
O r Q
Uo�
L r
U W
Z m = O)
L Q
ate+ U C:)
3
U H Co - 0-
cn
C
O
O
E U
� U
Ql
a
N V%
P `o
3 U
U
N (�
C � C
o
o m U
W :E >
w 0
0 N
0
U o a
>, o
_� Q
C cm
c
O L
O co U
El
a
0
IL
C
U N
l0 E
O U
Y p_
m a)
a) Of
U C
3 a'
c :3
(n U
U
O
IL
U
C
C
O
U
i
CO
CN
C
N
R)
ar
U
F`
p
°
U
�O
Z �
O
W
co
-
L
CD
@
otS
c
O
c6
CO
a`,
'ol
a
a
C
3
C�
C
O
c
,,
D1@t�
pGj
I
U'
U m
a)
L
U)
N
O
n
0
i
E
L C)
w
N
~
O O
M N
@
N
r
M
O
N
N
rCU
N
�'
co
@
C')
-0 Q
II
a
O
O C
O
C
@ ^
@
L U
O
@
U
N U
a)
60
C
U
O
_
U)
"0 M
@
.�
@
c o
mX
0�
a�
0
.�
E`
L
E E
O
L
a)
_0
a) @
C
U
O
O
L
C
F- N
Im
-a-
3
O
(0
U
a)
a
N
L
m
is
y
a)c
CU
0-
.
c
`u
@
(II
w
0- C
C
3
N
L
`a °1
-0 0)
3 rn
O
>' O
F- -j
o
Z U
h
0 vi
O
C 0)
O C
rL
@
C)@
E 0)
a)=
ALL
a)U
O
L
-��
a)
@ L
0)
C
E
O
Q_ (n
N
@
7 r
Cl)
0--0
>,
U
T
L
@
o
Lo
(6
U
a)
F- cu
a)
U
0
Cl)
U)�
�L
v 0
C
E a m
@ >'C
ca
�J
cc) a)
@
_
..L..
OU
= N U
3 L6 a)
C
Ocu
3
(n
y
a)
-C
J a
@ O~
C
0 0
@
Q)
C O
V +L
0) O
N E
m+ E
O 0
Y
f6 O
-0U`O
d aj
a)
r@-o
Mm
a) M L
U
E
w`-♦-
(UO
o �
7 Q)
V) M
��.0
a� 0
N
o00
N CU
a) CU
O
a) O 0
is
O O
@
J (a
C,
0
a)
37
C
co
r
N
L
U
N
F-
a�
p
J
Q w
❑ o
F-
U
m
C
Z
g
C)
~ O =
Z
y
<UU �
(0
OZa 0
`
m
H w C
w
w
U
~
c❑
ICO
w
O Q
U
Z
O
0
m
10
IL
o
Q U
Q ❑
c
W W
W
�_ ❑
(
�Z0 O
F--0
`0
Q=0 o
0 o
U¢ o
L
w Z F-
O Q
U =
'3
U
U
N W
a >
U
N p
U .O
F- CD
U F-
w 0)
O a
o
Z � 1�1rn
F- W cc)
c)) U
U U
w
aaE:
E O
0
❑
❑
U
W
w
M a
E Y
Z
w
Z
W
UQ
c
C
O
O
U
fY
O
`° o
L -
Z Z
§ M
O m
w �,
>
R z O N
J W0-0
co
Q G
Q
O.aOO
f0
U
CL)
EAIL
�'
a
¢
Q Cl
O
C10
L
¢ ►
Q)
G
O
0
h
E
0
U
co
Q
r
a)
O)
C
(0
t
U
cn
Y
It
O
H
Z U
O m=
U a
zLL
O O
w w
LL
W
Q
a
W
0
w
w
O
O
w
(7
z
Q
2
U
m
0
a
2 c
o
T
1
o
°
� m
O
C
Y
N
U N
i
U C
CD
o 2
co
OD M
C m
U) U
O Q
Uo�
L .-
U U]
7
V
-
Q
(O
U
U
c
r� O
00 r 0_
a
U H
U
C
C
0
Z) M
0R
0 ti
❑
Co
U
�
�
N
E
U
ro
i
U
cu
C
Cl-
N
c
a
C: v o
L
C
G
�
m` -0
C U o
Cr U
L
m
W fi T
a
w ocu
C
6 N
v O
co
T O CL
a
,
O
C
Q)
o rn
m
o
mU
>
o,
J W U
N
El El
Lu
I�
U
T
0]
a)
a)
L
N
m
J
0 OL E C)C
O C) 0_ O
z
o
in
O
w N
04
N
N
U~
LU
Q
V
Z
U
.�,
•C II
(0
0_
U
O
U -
a) F-
O
p
C
U U
F: w
tD
m
C)
C)
C
L
N
U O
L
O
O
M
LU z LL
¢
69
W
Q
W
can) O
o o
c�a
()m
6F?
N
C)
z
°
a
U
C O
N
(0 %�
O
M O
O_
C O
II
C
CL
o
i0 7
io
a)
a� L
F-
a) ca
4-
O
C)
p
¢
o
U
Q❑
U O
=
O p
a)
L
a
C
F- a)
m
C
7
CDO
co
c
W
❑
W
❑
a)
O
-O
a)
O
o
o
m
C7 w
Z❑
o
C)
P:
a
Q)
a o
_r_
r`
ca
M O_
N
>
Q Q 0
=
o
U Q
cn =
a
U-)
aD
Y
m o)
n C
.J
3
+
C)
a
O
U
M
w
o
a
7 m
O
F- J
Z a)O-
N
(D
p
W w=
Z~
61)
Z Z
O
C
O C
L
3
_ a3
a)
N
L
2
C) C)
65
L
O U
L
U 00
a)
N
U
N
Q7s77
N U
O � � � � � a7 co `n
Cl)C:L
N
m
ro
m
C)
O
CA
ro aai
�:
I-
C
a >,
-t
O
69
a) F-
CD
CD
U
�
O
cZQZV
U
oN
N
Z
>ROf
La)
O
()
C�
Z) a)
O
O
UVUU`>
W
O
Ufm
pw
\O
0
m
10
o LN
E
C
O
-O
cOiO
-w
@
-C
� N
p
N
ti❑Q
UY
oC)C)a)
E
»v
O
a)a)
O
❑W
O
L O
.� F-
cu
U
wCl),
a
(n �
o�
o�
o
a
z
z
L L
N C
O LL 'n
a) � 3
L
CL.
U
F-
F- F-
a3
❑ J a3
(n 00
F-
O
01
O
J ♦•-
o
O
<
F- U)
O
U
m
m o
Z U Z
ZO `�
LLJ
N
U
(a '>
O
N
J W
co
Q
C
Q
o
Y n
O 0 Q
o
z
O
O
`;
a
a
3 U
�
a
Q
Q fCl A
O
Q
L
a) z
rn
c
m a
U O
CO)
Y
i CC
}
Z U
0 m 0
Z a O
y O 0
LL W U
W
I ~
Q
a
W
0
0
Cl)
O
N
o c
co O
U N
i CD
CM
01)
CD
U o¢
L
U Uj
a)
O m 2
Z
L Q
ate. jO
U 6 m - CL
w
C
0
E U
w
� U
m
O_
N U)
v
c vo
::3 ro
a
N C
U
U)
0
aD
U
W
O
>
C
O q
a
w
`-
O
U
O
o_
o
�
o
N
CN
�
O
va]
U
ro
rn
O in
U
Z) m
I_ I
U) ❑
al
F-
U
C
C
O
L
M
N
C
O
N
a
U
zr
M7
W
�
L
06
cr
U
C
=5
c
IQ?
O
C
1^L
co
C
(d
E
co
r
O
�
W
u7 N F�
Q
U m
"0
L
O
fn
W
m
rn
o
Q
E
o
a
)
O O
'D
U
An
M
N`l)
T+U
�N
CN
m
CY)
a°)
a)
O
c
0
a)
o°
T
O"
cm
m
U
O
v
�O
0-0
M
0))
a)
(n
cy
-0 CO
pmC
m
-
= m
M
>
o
m
C O
a) —
m X
O
m a)
° m
m 7
C
I I
Cl-
O`
E
_�
N L
E E
O
O
C
..
m 0
U O
L
U) o
a)
a~
a)
F-
C
O
co
m
O
O
U
m=
a)
O
O
a
o
a)
as
,Lm.,
m
.- p
cr)a
m
mL
E
m
E»
U
-
-�
c
a)
m CD
FLE
+
a)m.�
N
ws
D-C
>+ O
3
7
cn
O
O
m
a)
C
O
F-J
O a)
Z
d Cn
O
O
ro a
O
@
O m
L m
C
_
m LL
— 0
Q
m
0)
N
❑ �c
a)
U
O
-0�
CO
a) a)
m
N
69
3
m
OE
a)
a-
U)
>1 C
vU
.Ln
a
m
L
❑ '=
O L
O L
m
M
Ci
F' m
w m
N
a
�j
o
rp
C
E
m
co J
m w
io
O
'C N
C
a) m
6.3,
a) O
m
a
�~ Co
m — .c
� CD
m co
L
c) Co
a)
U)
a
o
w
�U
_
mU
�L6a)
�c
rn
[ of
O
L
m
m
O �/)
>n•.
L :�
m
3
(tea
L O
"�
LL mw
EOF-
L-O
L
Q °
a)
w
m o
w
v o
-
J �s
LO C7.
mom
m� c
° c�a
cn
O
Y
E
m C
U
Q
O
a] O
p
�[^ m '�
T
+C-�
O
O
L
O
0
(
m
E
—_
v
um) U)
a). U
m o
00
co
0
N
C
L L
a) C
a) LL N
tl) O
L
c
a
a)
— F-
F- F-
m
❑ J m
❑ V? W
F- to
o
°
0
a)
m
C
N
CLl
O
m
-
_
m
N
_
O
ro
~
°
L
}°
F-
a�
0
a
c
o
Z
_u
❑0Z
o
g
U
~ Q
U U
V
n
�
(C� Z o
F R'
aC
W CDOU
_
W Z W W~ Q
C
O�
❑
W
69
UO Q Z O
W
O
U
m
w
�
a
p
N
W Q IL
N
E
U
Q❑
c ❑ W a
O W w
m Z
O
- ❑
F-
F- ❑
Q=0
o
°o
a
U �
o
a U O
M
w o
CO w U W 2
Cl)
z z
W Z ~
O =
L
U
U
a)
C a
ro
ti
0
U
a >
0 o
H
U C
F- U �
O
°
_ z
c o W of :n
a) vwF-O
M
O O
U C)
0
N❑ 0 Q
U
o
Z
U
c v
v
i»
w~
aEi o
U
U) CL
LU
❑
Z
W
E w
U
� $
o
o
F
0
N EnQ U F-
a
ro> U' F- O
N
W co
Q
t
�c CL oZ
O
3 m
O
a
Q
N
a
w
10
w
au
A PORTION OF SECTION 23 AND 26) T. 28 N., R. 2 W.) W.M.
STA 13+77.60, 17.40' RT STA 1 3+ 15.50, 17.70' RT STA 12+81.50, 23.70' RT
END BEAM GUARDRAIL TYPE 31 END BURIED TERMINAL TYPE 2 BEGIN BEAM GUARDRAIL TYPE 31-
BEGIN BEAM GUARDRAIL TYPE 31- BEGIN BEAM GUARDRAIL TYPE 3 BURIED TERMINAL TYPE 2
BURIED TERMINAL TYPE 2 1 C PER WSDOT STD PLAN C22.16-07 STA 11+94.00, 0.00'
PER WSDOT STD PLAN C22.16- 7 �' I BEGIN PAVEMENT-
STA �N1A`FCW EXISTING
STA 14+56.00, 0.00' STA 14+12.00, 26.80' RT - BEGIN YELLOW CENTERLINE
END PAVEMENT- END BURIFD TERMINAL TYPE 2 �`
MATCH EXISTING
END YELLOW CENTERLINE
- GUA ..R . - --CASTS �-
Ln
-� Ln ROW CIL ry o
v
-� ~- - OAD C to RL
.'
_ � r
___&ET -MINIMUM LENGTH
GUARDRA -PG�TS
STA-rf+87.60, 25.00' LT
T7--12+22.20, 16.70' LT
/-E BEGIN BEAM GUARDRAIL TYPE 31 -
�. ' BURIED TERMINAL TYPE 2 BURIED TERMINAL TYPE 2
• �� �EGIN BEAM GUARD TYPE 31 PER WSDOT STD PLAN C22.16-07
BEGIN BEAN! GUARBRA16 TYPE ;31
EN9"-I4GH Ei n REP TERM+N nL
J 0 40 SQ
STA 14+30, 25' LT �1 Feet
END BURIED TERMINAL TYPE 2 STA 13+90, 15.60 LT PLAN
END BEAM GUARDRAIL TYPE 31 31.25 LF ADDITIONAL
BEGIN BEAM GUARDRAIL TYPE 31 BEAM GUARDRAIL TYPE 31
BURIED TERMINAL TYPE 2 NEEDED
PGP %A/Cnr)T QTn PI ANI r 00 iF_n7
PROFILE
CALL 811
BEFORE YOU DIG
DESIGNED BY: MARK THURSTON 10 2022 if�S°?q00�i SNOW CREEK ROAD MP 0.84 CULVERT REPLACEMENT
DRAFTED BY: MARK THURSTON 10 2022 777 y� is �� COUNTY ROAD PROJECT 18020310
CHECKED BY: ERIC KUZMA 11 2622 w v 1 q- i--� 1t f' JEFFERSON COUNTY COUNTY ROAD NO. 352909
PROJ. ENGR-: MARK THURSTON F aNNAA
L�d L DEPARTMENT OF PUBLIC WORKS JEFFERSON COUNTY, WASH. SHE
3�
DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE �si!![�G�fl ROADWAY PLAN AND PROFILE 11
SHEETS