HomeMy WebLinkAbout#25 - CSAH19 - Hudson Blvd Intersection Improvements STAFF REPORT
DATE: December 4, 2018
REGULAR
ITEM #: 25
AGENDA ITEM: County State Aid Highway (CSAH) 19 and Hudson Boulevard Intersection
Improvements – Approve Preliminary Geometric Layout and Authorize
Final Design
SUBMITTED BY: Jack Griffin, City Engineer
REVIEWED BY: Kristina Handt, City Administrator
Rob Weldon, Public Works Director
Chad Isakson, Assistance City Engineer
ISSUE BEFORE COUNCIL: Should the City Council approve the Preliminary Geometric Layout and
Authorize the Final Design for the County State Aid Highway (CSAH) 19 and Hudson Boulevard
Intersection Improvements?
BACKGROUND AND PROPOSAL DETAILS/ANALYSIS: In September 2017, Washington County,
in coordination with the City of Lake Elmo, began reviewing alternatives and identifying a preferred
geometric layout for the installation of a new steel pole traffic signal at the intersection of County State Aid
Highway (CSAH) 19 and Hudson Boulevard in the City of Lake Elmo. Washington County had completed
traffic studies and analysis and determined that a new permanent traffic signal is required at the intersection
to address increasing traffic volumes and growing delays on the Hudson Boulevard approaches.
Washington County was the lead agency for project coordination and preliminary design, and through an
RFP process, retained the services of Kadmas, Lee & Jackson, Inc (KLJ) as the engineering consultant.
Through the preliminary design process, several key design issues were identified that requires the
reconstruction of the Hudson Boulevard approaches for approximately 900 feet both east and west of the
intersection. The primary issues being the change of the existing stop condition (stop sign control to a
through condition at a 45mph design speed) together with an existing road surface superelevation that does
not meet the required design speed, and a complex subwatershed drainage area. In addition, the traffic
signal install must be accompanied with dedicated left and right turn lanes constructed along each of the
Hudson Boulevard approaches.
At this time the preliminary design phase has been completed including the preparation of a preferred
geometric layout, utility coordination, preliminary hydraulics evaluation, and the determination of the
project construction limits defining the right-of-way, permanent and temporary easements to be acquired
for the improvements. The recommended Preliminary Geometric Layout, dated November 9, 2018, is
attached, showing the proposed roadway and drainage improvements for the Project.
A storm water infiltration basin is needed in the northeast quadrant of the intersection, to be located on the
Durow property. This will require the acquisition of approximately 1.5 acres of permanent drainage and
utility easement and/or right-of-way, and about 0.6 acres of temporary construction easement. Other
acquisition needs are minor and include approximately 1,500 sf of permanent drainage and utility easement
and/or right-of-way from MFC Properties, and roughly 11,000 sf of temporary construction easement from
MFC Properties, the Ebertz property, and Kwik Trip.
To ready the proposed project for construction in 2019, the City Council is being asked to support the
recommended Preliminary Geometric Layout, dated November 9, 2018, support the City becoming the lead
agency for continuing with the final design and construction of the Project, and direct the City Engineer to
oversee the preparation of the Plans and Specifications and construction services for the project. The City
would execute an engineering Task Order to retain the services of Kadmas, Lee & Jackson, Inc (KLJ) as
the consulting engineering firm to complete the final design services and to support the City Engineer
during the construction phase of the project.
FISCAL IMPACT: The Preliminary Estimated Project Cost, dated November 9, 2018 is attached. The
Preliminary Estimated Project Cost is $2,084,000 with the City cost share of $1,840,000 and County cost
share of $244,000. These costs are estimates without the benefit of final design information and do not
include right-of-way/easement acquisition identified above. The actual project costs will be better known
upon the completion of the final design for the project. The cost split is based on the County Cost
Participation Policy with the County contributing 50% of the traffic signal system.
City staff is reviewing additional funding options for the project.
RECOMMENDATION: Staff is recommending that the City Council approve a Resolution Approving
the Preliminary Geometric Layout and Authorizing Final Design for the County State Aid Highway
(CSAH) 19 and Hudson Boulevard Intersection Improvements. The recommended motion for the action is
as follows:
“Move to approve Resolution No. 2018-139 Approving the Preliminary Geometric Layout and
Authorizing Final Design for the County State Aid Highway (CSAH) 19 and Hudson Boulevard
Intersection Improvements.”
ATTACHMENTS:
1. Resolution Approving the Preliminary Geometric Layout and Authorizing Final Design for the
County State Aid Highway (CSAH) 19 and Hudson Boulevard Intersection Improvements.
2. Preliminary Geometric Layout, dated November 9, 2018.
3. Preliminary Estimated Project Cost, dated November 9, 2018.
CITY OF LAKE ELMO
WASHINGTON COUNTY
STATE OF MINNESOTA
RESOLUTION NO. 2018-139
A RESOLUTION APPROVING THE PRELIMINARY GEOMETRIC LAYOUT
AND AUTHORIZING FINAL DESIGN FOR THE COUNTY STATE AID
HIGHWAY (CSAH) 19 AND HUDSON BOULEVARD INTERSECTION
IMPROVEMENTS
WHEREAS, the City of Lake Elmo, in coordination with Washington County, intends to
construct intersection improvements, including the installation of a traffic signal together with
associated roadway improvements and turn lanes, at the intersection of County State Aid Highway
(CSAH) 19 and Hudson Boulevard in the City of Lake Elmo; and
WHEREAS, Washington County has completed traffic studies and analysis and has
determined that a new permanent steel pole traffic signal is required at the intersection to address
increasing traffic volumes and growing delays on the Hudson Boulevard approaches to the
intersection; and
WHEREAS, Washington County was the lead agency for project coordination and preliminary
design, and in September 2017, retained the services of Kadmas, Lee & Jackson, Inc (KLJ) as the
design consultant for the project; and
WHEREAS, the preliminary design phase has been completed including the preparation of a
preferred geometric layout, utility coordination, preliminary hydraulics evaluation, and the
determination of the project construction limits defining the right-of-way, permanent and temporary
easements to be acquired for the improvements; and
WHEREAS, the recommended Preliminary Geometric Layout, dated November 9, 2018,
showing proposed roadway and drainage improvements for the Project has been prepared and presented to
the City; and
WHEREAS, a preliminary project cost estimate for the Project, dated November 9, 2018, has
been prepared and presented to the City.
NOW, THEREFORE, BE IT RESOLVED,
1. The City Council supports the recommended Preliminary Geometric Layout, dated November 9,
2018, for the traffic signal and related intersection improvements at the intersection of County
State Aid Highway (CSAH) 19 and Hudson Boulevard in the City of Lake Elmo.
2. The City of Lake Elmo supports the City becoming the lead agency for continuing with the
final design and construction of the Project and hereby directs the City Engineer, to oversee the
preparation of the Plans and Specifications and construction services for the making of such
improvements.
3. The City Engineer shall retain the services of Kadmas, Lee & Jackson, Inc (KLJ) as the
consulting engineering firm to assist, where directed, to prepare Plans and Specifications for
the making of such improvement and to assist the City Engineer during the construction phase
of the improvement as requested.
ADOPTED BY THE LAKE ELMO CITY COUNCIL ON THE FOURTH DAY OF
DECEMBER, 2018.
CITY OF LAKE ELMO
By: __________________________
Mike Pearson
(Seal) Mayor
ATTEST:
________________________________
Julie Johnson, City Clerk
INSET A
INSET A
INSET A
(FULL DEPTH)
SAWCUT
(FULL DEPTH)
SAWCUT
DI
DI
STMH
HUDSON BLVD
CURVE HUDSON BLVD2
CURVE HUDSON BLVD1
HUDSON BLVD
20
2 5
30 3
5
40
45
POSTED
POSTED
SPEED
LIMIT
50
SPEED
LIMIT
50
POSTED
SPEED
LIMIT
50
DESIGN
SPEED
LIMIT
40DESIGN
SPEED
LIMIT
40
MH
WB-62
AASHTO 2011 (US)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
WB
-
6
2
AASHTO
2011
(US)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
WB-62
AASHTO 2011 (US)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
WB
-
6
2
AASHTO
2011
(US)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
W
B
-
62
AASHTO 2011 (US)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
WB
-
6
2
AASHTO
2011
(US)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
WB
-
6
2
AASHTO
2011
(US)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
WB-
6
2
AASHTO 2011 (US)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
WB-62
AASHTO 2011 (US)(c) 2016 Transoft Solutions, Inc. All rights reserved.
W
B
-
6
2
AASHTO
2011 (US)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
WB-62
AASHTO 2011 (US)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
WB
-
6
2
AASHTO
2011
(US)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
WB
-
6
2
AASHTO 2011 (US)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
WB
-
6
2
AASHTO
2011
(US)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
WB-62
AASHTO 2011 (US)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
INSET A
INSET A
INSET A
INSET A
INSET A INSET B
INSET B
100
SCALE IN FEET
INDEX MAP
LAYOUT NOTES
WASHINGTON COUNTY
CITY OF LAKE ELMO
CSAH 19 / HUDSON BLVD
H U D S O N B L V D
H
U
D
S
O
N
BLV
D
A
A
DT 2,000 (2016)
A
A
D
T
6
,
5
0
0
*
(
2
0
1
6
)
A A D T 5 ,4 0 0 (2 0 1 6 )
A
A
D
T
10
,
4
0
0
*
(
2
0
16
)
75A/207P
4A/113P
17A/31P
3
A
/
8
P
1
9
0
A
/
3
7
3
P
4
8
A
/
2
1
P
2016 ESTIMATED PEAK HOUR TURNING VOLUMES
3
4
8
A
/
9
1
P
3
3
9
A
/
2
7
6
P
2
1
A
/
2
6
P
59A/33P
69A/23P
9A/2P
50
SCALE IN FEET
LEGEND
19.504.00
15.00
3.00
0.00
40.50
48.00
TRANSPORT TRUCK (WB-62)
DESIGN VEHICLE
12
33 34
34
T29N R21W
T28N R21W
94
W
O
O
D
B
U
R
Y
D
R
.
RD.
102
C
O
V
E
TAMARACK RD.
D
R
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117
117
71.
72.73.
74.
75.
7
6
.
67.
6
8
.
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C
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A
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R
A
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9
.
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R
A
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VIEWLAKES
ID
E
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R
.
PA
R
K
T
R
.
ALCOVE
ASHLEY
V
I
E
W
BAY
L
A
KE
VIEW
S
U
LAN
D
T
H
E
R
D
R
.
DG
120
124
1
2
4
12
5
12
5
L
E
E
W
A
R
D
HUDSON
D
R
.
R.D
LINGRSTE
A
D
D
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S
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9
97.6.
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E
L
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ARKSI
D
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.
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.
RETR
EAT
CITY
BLEEKER
D
R
.
Lake
ST.
M sarkgraf
MAR KG
13
5
P
E
N
D
Y
N
HI
TURNBE
R
R
YALCOVE
DR.COMMERCE
D
R.
C
O
M
M
E
R
C
E
BAY
E
R
M
A
R
I
N
WALK DR.
D
R
.
L
N.
LN.
19
142
Goose
Lake
ST.N.
1294
19
10th
HUDSON BLVD.
N.J
E
W
E
L AVE
.
9th ST.N.
JASMINE
A
V
E
.
JULEP
A
V
E
.
N
.
J
ULEP
CT.
BLVD.
K
E
A
T
S
10
3rd ST.PL.
J
A
S
M
I
N
E
N.
A
V
E
.
P
L
.
N.
120
12
0
120
N
.
121
PROJECT LOCATION
WASHINGTON COUNTY
CITY OF LAKE ELMO
WOODBURY
H U D S O N B L V D
C
S
A
H
19
N
B
(
K
E
A
T
S
A
V
E
N
)
CSAH 19 (KEATS AVE.)
50
SCALE IN FEET
19.504.00
15.00
3.00
0.00
40.50
48.00
TRANSPORT TRUCK (WB-62)
DESIGN VEHICLE
CSAH 19 (KEATS AVE.)
C
S
A
H
19
(
K
E
A
T
S
A
V
E
.
)
S
B
C
S
A
H
19
(
K
E
A
T
S
A
V
E
.
)
N
B
C
S
A
H
1
9
(
K
E
A
T
S
A
V
E
.
)
N
B
C
S
A
H
1
9
(
K
E
A
T
S
A
V
E
.
)
S
B
C
S
A
H
1
9
(
K
E
A
T
S
A
V
E
.
)
S
B
C
S
A
H
1
9
(
K
E
A
T
S
A
V
E
.
)
N
B
H
U
D
SO
N
B
L
V
D.
H
U
D
SO
N
B
L
V
D.
SAP 082-619-028
BEGIN ROADWAY WIDENING
SAP 082-619-028
END ROADWAY WIDENING
G
E
O
M
E
T
R
I
C
L
A
Y
O
U
T
PI 29+27.00
X 481,540.734
Y 174,971.878
T 236.18
L 442.37
R 510.00
PC 26+90.82
PT 31+33.19
PI 36+41.00
X 482,284.708
Y 174,976.084
T 244.97
L 456.75
R 510.00
PC 33+96.02
PT 38+52.77
CURVE HUDSON BLVD3
HUDSON BLVD
N
O
V
E
M
B
E
R
9
,
2
0
1
8
S
.
A
.
P
.
0
8
2
-
6
1
9
-
0
2
8
C
S
A
H
1
9
(
K
E
A
T
S
A
V
E
N
U
E
)
A
N
D
H
U
D
S
O
N
B
O
U
L
E
V
A
R
D
*2018 AADTS HAVE SHOWN A 20% INCREASE OVER PUBLISHED 2016 AADTS AT THIS LOCATION WITH RAPID DEVELOPMENT GROWTH TO THE NORTHPRELIMINARY CONSTRUCTION LIMITS
PROPOSED TRAFFIC SIGNAL
INPLACE DELINEATED WETLAND
INPLACE GAS LINE
INPLACE OH POWER LINE
INPLACE UTILITY EASEMENT
INPLACE PROPERTY LINE
INPLACE RIGHT-OF-WAY
DRAINAGE STRUCTURE
APRON
SURFACE FLOW
PROPOSED PIPE SEWER
PROPOSED CULVERT
EXISTING STORM SEWER
LANE LINE
PAINTED MEDIAN
AGGREGATE SHOULDER
RIGHT TURN LANE (CONSTRUCTED BY OTHERS)
(GRADING INCLUDED IN SAP 082-619-028)
FUTURE CONSTRUCTION
CURB & GUTTER / MEDIAN / CONCRETE DRIVEWAY
SHARED-USE PATH / ADA RAMPS
BITUMINOUS ROADWAY (VARIABLE MILL AND OVERLAY)
BITUMINOUS ROADWAY (FULL RECONSTRUCT)
TRAFFIC DIRECTION
INPLACE ROADWAY
1
2
3
4" PVC EDGE DRAIN LOCATED AT LOW POINT. SEE CP PLANS FOR ADDITONAL DETAILS.
-0.04 FT/FT CROSS SLOPE TYPICAL FOR BOULEVARD.
PAVEMENT SECTION MAY CHANGE WITH FINAL PAVEMENT DESIGN.
-0.025 FT/FT CROSS SLOPE TYPICAL, CROSS SLOPE WILL VARY BASED ON SUPERELEVATION
SPECIFIC NOTES
4
INSET A
MIXTURE (3,C), SPEC. 2360 (SPWEA340C)
PAVE 4.0" TYPE SP 9.5 WEARING COURSE (2 LIFTS)
MIXTURE (3,C), SPEC. 2360 (SPNWB330C)
PAVE 2.0" TYPE SP 12.5 NON WEARING COURSE (1 LIFT)
PLACE 9.0" AGGREGATE BASE (CV) CLASS 6
PLACE 24.0" SELECT GRANULAR EMBANKMENT (CV)
1
2
INSET A
MIXTURE (3,C), SPEC. 2360 (SPWEA340C)
PAVE 4.0" TYPE SP 9.5 WEARING COURSE (2 LIFTS)
INSET B
MIXTURE (3,C), SPEC. 2360 (SPWEB340C)
PAVE 2.0" TYPE SP 9.5 WEARING COURSE (1 LIFT)
PLACE 13.0" AGGREGATE BASE (CV) CLASS 6
PLACE 24.0" SELECT GRANULAR EMBANKMENT (CV)
MIXTURE (3,C), SPEC. 2360 (SPNWB330C)
PAVE 2.0" TYPE SP 12.5 NON WEARING COURSE (1 LIFT)
3
PLACE 9.0" AGGREGATE BASE (CV) CLASS 6
PLACE 24.0" SELECT GRANULAR EMBANKMENT (CV)
TO 42+18.5.
VARIABLE MILL AND OVERLAY SHOWN IN CONSTRUCTION & DRAINAGE PLANS FROM STA. 37+67
-0.04 FT/FT CROSS SLOPE TYPICAL FOR BOULEVARD.
PAVEMENT SECTION MAY CHANGE WITH FINAL PAVEMENT DESIGN.
-0.025 FT/FT CROSS SLOPE TYPICAL, CROSS SLOPE WILL VARY BASED ON SUPERELEVATION
SPECIFIC NOTES
4
RULES AND PERMITTING.
THE PRELIMINARY DESIGN LAYOUT IS CONTINGENT UPON MEETING VBWD, MNDOT, AND CITY OF LAKE ELMO STORMWATER MANAGEMENT 7.
ONLY MAJOR UTILITY LINES ARE SHOWN.6.
THE ALIGNMENT SHOWN IS A DESIGN ALIGNMENT AND SHALL NOT BE USED FOR R/W STAKING.5.
PAVEMENT RECOMMENDATION WILL COME FROM CITY OF LAKE ELMO ENGINEERING STANDARDS/RECOMMENDATIONS.4.
CURRENT AND FORECASTED TRAFFIC AND TURNING VOLUMES ARE FROM WASHINGTON COUNTY, COLLECTED ON DECEMBER 8TH, 2016.3.
THE BIOINFILTRATION BASIN WILL BE OWNED AND MAINTAINED BY THE CITY OF LAKE ELMO.2.
ACQUIRE, OWN, AND MAINTAIN ALL R/W AND EASEMENTS NEEDED FROM NON-MNDOT PROPERTY.
WASHINGTON COUNTY WILL ACQUIRE, OWN, AND MAINTAIN ROW FROM EXISTING MNDOT PROPERTY. THE CITY OF LAKE ELMO WILL 1.
I
N
P
1
0
'
S
U
-
P
A
T
H
I
N
P
1
0
'
S
U
-
P
A
T
H
12' X 150' RTL
1:
5
T
A
P
E
R
1:40 T
APE
R
0' - 13' PAINTED MEDIAN
1:10 TAPER
1:15 TAPER
12'X 150' RTL
13' X 150' LTL 13' X 280' LTL
I
N
P
1
2
'
x
2
2
5
'
L
T
L
I
N
P
1
2
'
x
2
2
5
'
R
T
L
I
N
P
1
2
'
I
N
P
1
2
'
12'
12'
I
N
P
1
2
'
x
2
2
5
'
L
T
L
I
N
P
1
2
'
I
N
P
1
2
'
I
N
P
1
2
'
x
2
2
5
'
R
T
L
12'
18'
INP 13' X 150' LTL
1 :4 0 T A P E R
12'12'
I
N
P
1
2
'
I
N
P
1
2
'
I
N
P
1
2
'
x
3
0
0
'
R
T
L
INP BR NO 82844
INP 12'
INP 12'INP 12'INP 12'
DESIGN B612 C&G
DESIGN B624 C&G
DESIGN B624 C&G
DESIGN B624 C&G
I
N
P
1
2
'
I
N
P
1
2
'
I
N
P
8
'
S
H
L
D
R
KWIK TRIP
9955
MNDOT WET
STORMWATER POND
660' FROM CSAH 19 (KEATS AVE.)
FUTURE DEVELOPMENT ACCESS
TAPER
REDUCTION
320' LANE
4'-7.9' RAISED MEDIAN
8' SU-PATH
FUTURE 6' WALK
FUTURE 8' SU-PATH
1:
5
T
AP
E
R
10' SHLD
SHOULDER
6' BIT / 2' AGG
B
I
O
I
N
FI
L
T
R
A
TI
O
N
B
A
SI
N
1 2 '
1 2 '
(20' WIDE)
MAINTENANCE ACCESS
LAKE ELMO
DESIGN EXCEPTIONS
1. MINIMUM SUPERELEVATION RATE NOT MET FOR CURVES HUDSON BLVD2 AND HUDSON BLVD3
HUDSON BLVD TYPCIAL SECTIONS - WEST OF CSAH 19
HUDSON BLVD TYPICAL SECTIONS - EAST OF CSAH 19
4'
1:
3
DRESSING
6" MIN. SLOPE
2'
BLVD BLVD
STA. 26+90 TO 28+60 (HUDSON BLVD)
B624
EB THRU
8'5'
WB LTLWB THRUSU-PATH
10'4'12'
1.5'
CLEAR
CLEAR
PROPOSED
B624 2
:1
2:
1
1'1'
1 1 1
1:
31:3
DRESSING
6" MIN. SLOPE
VARIES
1.5'
5.3'
{ HUDSON BLVD
4'
1:
3
DRESSING
6" MIN. SLOPE 2'
BLVD
STA. 23+70 TO 26+90 (HUDSON BLVD)
8'5'
WB LTLWB THRUSU-PATH
1.5'
CLEAR
PROPOSED
B624
2:
1
1'
1 1
1:3
VARIES
{ HUDSON BLVD
EB THRU
12'
SHLDR
BIT
INP RTL
4'
1:
3
DRESSING
6" MIN. SLOPE 2'
BLVD
STA. 22+34 TO 23+70 (HUDSON BLVD)
8'5'
WB LTLWB THRUSU-PATH
4'
1.5'
CLEAR
PROPOSED
B624
2:
1
1'
1 1
1:3
VARIES
12'0'-5'
{ HUDSON BLVD
INP THRU
12'
2
:1
SHLDR
BIT
INP RTL
0'-12'
4'-10'
12'-18'5'-13'
1
2
:1
1
12'
18'13'
12'12'4'
FUTURE WB THRUFUTURE WB THRU
1:3
(4'-6')
VARIES
0.02
0.02
0.02
3
3
3 SHLDR
SHLDR
SHLDR
FUTURE
SHLDR SHLDR
2' INP
2' INP
SHLDR
FUTURE
WB THRU
FUTURE
WB THRU
FUTURE
12'0'-12'4'
1
{ HUDSON BLVD
MEDIANBLVD
STA. 29+31 TO 29+63 (HUDSON BLVD)
B612B624 B624
2'-6'12'
EB RTLEB THRUEB LTL
4'-7.1'
WB THRUWB THRU
4'
1.5'
CLEAR
1.5'
CLEAR
PROPOSED
2
:12:
1
1'1'
1 1 1 1 1
12'13'1.5'
BLVD
1:
3
{ HUDSON BLVD
2'
BLVD
STA. 29+63 TO 32+08 (HUDSON BLVD)
B624 B624
1.5'
EB LTL EB THRU EB RTLWB THRUWB THRU
4'
1.5'
CLEAR
1.5'
CLEAR
PROPOSED
2
:12:
1
1'1'
1 1 1 1 1
1:
31:3
DRESSING
6" MIN. SLOPE DRESSING
6" MIN. SLOPE
VARIES
VARIES
{ HUDSON BLVD
MEDIAN
1:
3
2'
BLVD
STA. 28+60 TO 29+31 (HUDSON BLVD)
B624 B624
EB THRU
4'-7.9'12'12'7'-0'8'5'
WB LTLWB THRUWB THRUSU-PATH
4'
1.5'
CLEAR
PROPOSED
2:
1
1'1'
1 1 1 1 1
1:3
DRESSING
6" MIN. SLOPE
4' TO 6'
VARIES
0'-3.3'
12'
0'-2' EB RTL
B612
VARIES
SIDEWALK
FUTURE
6'
SIDEWALK
FUTURE
6'5'
BLVD
2'
1:
3
DRESSING
6" MIN. SLOPE
VARIES
VARIES
1:
3
2'
8'5'
SU-PATH
1:3
DRESSING
6" MIN. SLOPE
VARIES
2'
8'5'
SU-PATH
5'
LTL
EB
3.3'-8'
12'12'13'12'6'-14'
BLVD
2
:1
5.3'
1.5'
CLEAR
1:
3
DRESSING
6" MIN. SLOPE
1:3
(4'-6')
VARIES
6'
6'
0.02
0.02
0.02
3
3
3 3
3
3
0.02
0.02
SHLDR
SHLDR
SHLDR
{ HUDSON BLVD
STA. 33+10 TO 39+75 (HUDSON BLVD)
B624
2'
CLEAR
12'6'0'-12'12'13'
WB RTL WB THRU WB LTL EB THRU
{ HUDSON BLVD
12'
WB THRU WB LTL EB THRU
12'0'-13'
B624
1.5'
CLEAR
4'
2
:1
2:
1
2:
1
1'
1'
1 1 1
1 1 1 1
1:3
1:3
DRESSING
6" MIN. SLOPE
DRESSING
6" MIN. SLOPE
1.5'
CLEAR
BLVD
1:
3
DRESSING
6" MIN. SLOPE
8'5'
BLVD
SU-PATH
FUTURE
5'
(H>6')
VARIES
6'
SHLDR
AGG
2'
2
:1
1:
3
DRESSING
6" MIN. SLOPE
SHLDR
AGG
2'
5.3'
STA. 39+75 TO 42+18.5 (HUDSON BLVD)
0.02
3
SHLDR
BIT
SHLDR
BITSHLDR
(H>6')
VARIES
4
4
2021.501 MOBILIZATION LUMP SUM 0.882 0.118 1 $82,000.00 $72,324.00 $9,676.00 $82,000.00
2051.501 MAINT & RESTORATION OF HAUL ROADS LUMP SUM 1 1 $2,000.00 $2,000.00 $0.00 $2,000.00
2101.501 CLEARING & GRUBBING LUMP SUM 1 1 $4,000.00 $4,000.00 $0.00 $4,000.00
2101.524 CLEARING TREE 13 13 $175.00 $2,275.00 $0.00 $2,275.00
2104.502 REMOVE SIGN EACH 10 10 $50.00 $500.00 $0.00 $500.00
2104.502 SALVAGE DELINEATOR EACH 4 4 $50.00 $200.00 $0.00 $200.00
2104.502 SALVAGE CONCRETE APRON EACH 7 7 $375.00 $2,625.00 $0.00 $2,625.00
2104.502 SALVAGE CULVERT MARKER EACH 4 4 $50.00 $200.00 $0.00 $200.00
2104.502 SALVAGE SIGN EACH 5 5 $50.00 $250.00 $0.00 $250.00
2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT 22 22 $4.50 $99.00 $0.00 $99.00
2104.503 SAWING BIT PAVEMENT (FULL DEPTH)LIN FT 1350 197 1547 $2.25 $3,037.50 $443.25 $3,480.75
2104.503 REMOVE CURB & GUTTER LIN FT 25 25 $4.25 $106.25 $0.00 $106.25
2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 62 62 $9.00 $558.00 $0.00 $558.00
2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD 7965 7965 $3.50 $27,877.50 $0.00 $27,877.50
2104.518 REMOVE CONCRETE WALK SQ FT 131 131 $2.00 $262.00 $0.00 $262.00
2106.507 EXCAVATION - COMMON CU YD 16220 16220 $9.00 $145,980.00 $0.00 $145,980.00
2106.507 SELECT GRANULAR EMBANKMENT (CV)CU YD 7700 7700 $12.50 $96,250.00 $0.00 $96,250.00
2106.507 COMMON EMBANKMENT (CV)CU YD 11150 11150 $5.00 $55,750.00 $0.00 $55,750.00
2111.519 TEST ROLLING ROAD STA 19 19 $100.00 $1,900.00 $0.00 $1,900.00
2118.507 AGGREGATE SURFACING (CV) CLASS 1 MOD CU YD 30 30 $50.00 $1,500.00 $0.00 $1,500.00
2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 50 50 $130.00 $6,500.00 $0.00 $6,500.00
2131.604 DUST PALLIATIVE SQ YD 10000 10000 $0.25 $2,500.00 $0.00 $2,500.00
2211.507 AGGREGATE BASE (CV) CLASS 6 CU YD 3340 3340 $24.50 $81,830.00 $0.00 $81,830.00
2232.504 MILL BITUMINOUS SURFACE (2.0'')SQ YD 915 915 $5.00 $4,575.00 $0.00 $4,575.00
2331.603 JOINT ADHESIVE LIN FT 2100 2100 $0.65 $1,365.00 $0.00 $1,365.00
2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3:C)TON 1142 6 1148 $70.00 $79,940.00 $420.00 $80,360.00
2360.509 TYPE SP 9.5 WEARING COURSE MIX (3:C)TON 2486 12 2498 $75.00 $186,450.00 $900.00 $187,350.00
2411.507 GRANULAR BACKFILL (CV)CU YD 300 300 $15.00 $4,500.00 $0.00 $4,500.00
2451.507 FINE FILTER AGGREGATE (CV)CU YD 275 275 $36.00 $9,900.00 $0.00 $9,900.00
2501.502 INSTALL CONCRETE APRON EACH 7 7 $400.00 $2,800.00 $0.00 $2,800.00
2501.502 12'' RC PIPE APRON EACH 1 1 $800.00 $800.00 $0.00 $800.00
2501.502 15'' RC PIPE APRON EACH 1 1 $900.00 $900.00 $0.00 $900.00
2501.502 24'' RC PIPE APRON EACH 2 2 $1,200.00 $2,400.00 $0.00 $2,400.00
2501.503 18'' RC PIPE CULVERT DES 3006 CL V LIN FT 72 72 $75.00 $5,400.00 $0.00 $5,400.00
2501.503 24'' RC PIPE CULVERT DES 3006 CL V LIN FT 268 268 $85.00 $22,780.00 $0.00 $22,780.00
2501.503 28'' SPAN RC PIPE-ARCH CULV CL IIA LIN FT 64 64 $95.00 $6,080.00 $0.00 $6,080.00
2502.503 4'' TP PIPE DRAIN LIN FT 200 200 $10.00 $2,000.00 $0.00 $2,000.00
2502.602 4'' PVC PIPE DRAIN CLEANOUT EACH 2 2 $200.00 $400.00 $0.00 $400.00
2503.503 12'' RC PIPE SEWER DES 3006 CL V LIN FT 28 28 $40.00 $1,120.00 $0.00 $1,120.00
2503.503 15'' RC PIPE SEWER DES 3006 CL V LIN FT 84 84 $50.00 $4,200.00 $0.00 $4,200.00
2503.503 18'' RC PIPE SEWER DES 3006 CL V LIN FT 78 78 $70.00 $5,460.00 $0.00 $5,460.00
2503.503 24'' RC PIPE SEWER DES 3006 CL V LIN FT 752 752 $105.00 $78,960.00 $0.00 $78,960.00
2504.602 ADJUST HYDRANT & GATE VALVE EACH 1 1 $1,200.00 $1,200.00 $0.00 $1,200.00
2506.502 CASTING ASSEMBLY EACH 9 9 $750.00 $6,750.00 $0.00 $6,750.00
2506.503 CONST DRAINAGE STRUCTURE DESIGN SPEC 1 LIN FT 11.4 11 $350.00 $3,990.00 $0.00 $3,850.00
SAP 082-619-028
PRELIMINARY COST ESTIMATE
ITEM NO.ITEM DESCRIPTION UNITS TOTAL
ESTIMATED UNIT BID PRICE TOTAL
ESTIMATED PRICECITY FUNDS COUNTY
FUNDS
QUANTITY ESTIMATED PRICE
CITY OF LAKE ELMO
11/9/2018
ESTIMATED PRICE
WASHINGTON COUNTY
SAP 082-619-028
PRELIMINARY COST ESTIMATE
ITEM NO.ITEM DESCRIPTION UNITS TOTAL
ESTIMATED UNIT BID PRICE TOTAL
ESTIMATED PRICECITY FUNDS COUNTY
FUNDS
QUANTITY ESTIMATED PRICE
CITY OF LAKE ELMO
11/9/2018
ESTIMATED PRICE
WASHINGTON COUNTY
2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 LIN FT 53.8 54 $350.00 $18,830.00 $0.00 $18,900.00
2506.601 INFILTRATION/FILTRATION SYSTEM LUMP SUM 1.0 1 $7,000.00 $7,000.00 $0.00 $7,000.00
2506.602 CONST DRAINAGE STRUCTURE DESIGN SPEC 2 EACH 1 1 $4,000.00 $4,000.00 $0.00 $4,000.00
2511.504 GEOTEXTILE FILTER TYPE 4 SQ YD 33.4 33 $5.00 $167.00 $0.00 $165.00
2511.507 RANDOM RIPRAP CLASS III CU YD 27.0 27 $85.00 $2,295.00 $0.00 $2,295.00
2521.618 CONCRETE WALK SQ FT 839 839 $8.00 $6,712.00 $0.00 $6,712.00
2531.503 CONCRETE CURB & GUTTER DESIGN B612 LIN FT 210 210 $20.00 $4,200.00 $0.00 $4,200.00
2531.503 CONCRETE CURB & GUTTER DESIGN B624 LIN FT 2520 2520 $21.00 $52,920.00 $0.00 $52,920.00
2531.504 CONCRETE MEDIAN SQ YD 56 56 $80.00 $4,480.00 $0.00 $4,480.00
2531.602 CONCRETE MEDIAN NOSE-SPECIAL EACH 2 2 $500.00 $1,000.00 $0.00 $1,000.00
2531.618 TRUNCATED DOMES SQ FT 160 160 $45.00 $7,200.00 $0.00 $7,200.00
2531.504 8'' CONCRETE DRIVEWAY PAVEMENT SQ YD 73 73 $75.00 $5,475.00 $0.00 $5,475.00
2563.601 TRAFFIC CONTROL LUMP SUM 0.882 0.118 1 $22,500.00 $19,845.00 $2,655.00 $22,500.00
2564.502 SIGNING LUMP SUM 1 1 $7,000.00 $7,000.00 $0.00 $7,000.00
2565.501 EMERGENCY VEHICLE PREEMPTION SYSTEM LUMP SUM 0.5 0.5 1 $8,000.00 $4,000.00 $4,000.00 $8,000.00
2565.501 TRAFFIC CONTROL INTERCONNECT LUMP SUM 0.5 0.5 1 $22,000.00 $11,000.00 $11,000.00 $22,000.00
2565.516 TRAFFIC CONTROL SIGNAL SYSTEM SYSTEM 0.5 0.5 1 $273,000.00 $136,500.00 $136,500.00 $273,000.00
2573.501 STABILIZED CONSTRUCTION EXIT LUMP SUM 2 2 $1,500.00 $3,000.00 $0.00 $3,000.00
2573.502 EROSION CONTROL LUMP SUM 0.882 0.118 1 $15,000.00 $13,230.00 $1,770.00 $15,000.00
2575.501 TURF ESTABLISHMENT LUMP SUM 0.882 0.118 1 $12,500.00 $11,025.00 $1,475.00 $12,500.00
2582.503 PAVEMENT MARKING LUMP SUM 1 1 $15,000.00 $15,000.00 $0.00 $15,000.00
$1,275,373.25 $168,839.25 $1,444,212.50
$191,305.99 $25,325.89 $216,631.88
$1,466,679.24 $194,165.14 $1,660,844.38
$0.00 $0.00 $0.00
$146,667.92 $19,416.51 $166,084.43
$127,118.68 $17,031.02 $144,149.70
$86,228.09 $11,552.61 $97,780.70
$13,227.78 $1,772.22 $15,000.00
$1,839,921.71 $243,937.50 $2,083,859.21
PRELIMNIARY DESIGN ENGINEERING (PD)
PRELIMINARY DESIGN INCLUDES THE INITIAL CONTRACT FOR HUDSON BLVD OF $100,000 AND AMENDMENT 1 OF $44,149.70.
NOTES: BID PRICES ADJUSTED TO REFLECT YEAR 2019
ESTIMATED CONSTRUCTION COST
TOTAL COST
FINAL DESIGN ENGINEERING (FD)
CE / ADMINISTRATION (10% TOTAL CONSTRUCTION)
RIGHT-OF-WAY ACQUISITION
TOTAL CONSTRUCTION
15% CONSTRUCTION CONTINGENCY
SUBTOTAL CONSTRUCTION
GEOTECHNICAL ANALYSIS