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HomeMy WebLinkAbout6.g. Receive Feasibility Report/Order Project/Order Plans & Specifications City Project #333! CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: May 1, 2001
AGENDA ITEM: Receive Feasibility Report /Approve
AGENDA SECTION:
Project /Order Plans & Specifications — CSAH 42
Consent
Improvements, (Diamond Path to Shannon Parkway), City.
Im
Project #333
PREPARED BY: Bret Weiss, Interim City Engineer
AGENDA NO:
ATTACHMENTS: Resolution, Feasibility Report
APPROVED BY:
Attached is the Feasibility Report for the reconstruction of CSAH 42 from Diamond Path to
Shannon Parkway. This project is an extension of the 1999 CSAH 42 Reconstruction project
from Chippendale Avenue to Shannon Parkway. The project is similar to the 1999 project,
which created 8' shoulders in an urban street design.
This item is a request for Council to adopt a resolution receiving the Feasibility Report,
approving the project and ordering the plans & specifications for City Project #333.
Staff recommends that City Council takes the action as described below.
RECOMMENDED ACTION: MOTION TO ADOPT A RESOLUTION RECEIVING THE
FEASIBILITY REPORT, APPROVING THE PROJECT AND ORDERING THE PLANS AND
SPECIFICATIONS FOR CSAH 42 IMPROVEMENTS, (DIAMOND PATH TO SHANNON
PARKWAY), CITY PROJECT #333.
COUNCIL ACTION:
3
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CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2001-
A RESOLUTION RECEIVING THE FEASIBILITY REPORT, APPROVING
THE PROJECT AND ORDERING THE PLANS AND SPECIFICATIONS FOR
CSAH 42 IMPROVEMENTS (DIAMOND PATH TO SHANNO\ PARKWAY)
CITY PROJECT #327
WHEREAS, pursuant to the resolutions of the Council adopted on January 15, 2001, a report has been
prepared by the City Engineer with reference to the improvement of CSAH 42 Improvements (Diamond
Path to Shannon Parkway), City Project #327, and this report was received by the Council on May 1,
2001, and
WHEREAS, the report provides information regarding whether the proposed project is necessary, cost -
effective, and feasible.
NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF ROSEMOUNT,
MINNESOTA:
The Council will consider the improvements in accordance with the report and the assessment of
abutting property for all or a portion of the cost of the improvements pursuant to Minnesota
Statutes, Chapter 429 at an estimated cost of the improvements of $839,835.00.
2. The City Engineer is hereby ordered to prepare plans and specifications for the making of such
improvements.
ADOPTED this I' day of May, 2001.
Cathy Busho, Mayor
ATTEST:
Linda Jentink, City Clerk
Motion by:
Voted in favor:
Seconded by:
Voted against:
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C.S.A.H. 42
Street and Utility
Reconstruction Project
City Project Number: 327
for the City of
WSB Proj. No. 1306 -002
May 1, 2001
Submitted to:
City of Rosemount
2875 West 145th Street
Rosemount, Minnesota 55068
A 4150 Olson Memorial Highway
Suite 300
WSB Minneapolis, MN 55422
763 - 541 -4800
& Associates, Inc. FAX 763 -541 -1700
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May 1, 2001
Honorable Mayor and City Council
City of Rosemount
2875 West 145th Street
Rosemount, MN 55068
Feasibility Report
CSAH 42
Street & Utility Reconstruction Project
City of Rosemount Project No. 327
WSB Project No. 1306 -002
Dear Mayor and Council Members:
On January 15, 2001, the City Council authorized the preparation of a Feasibility Report for the
construction of streets and utilities for CSAH. 42 (Diamond. Path to Shannon Parkway). In
accordance with the Council's request, the report has been completed.
We would be happy to discuss this report with you at your convenience. Please give me a call
at (763) 287 -7190 if you have any questions.
WSB & Associates, Inc.
Bret A. Weiss, P.E.
President
Minneapolis • St. Cloud • Equal Opportunity Employer
CERTIFICATION
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly licensed
Professional Engi under the laws of t .e State of Minnesota.
Bret A. Weiss, P.E.
Date: May 1, 2001
City of Rosemount - CSAH 42
Street and Utility Reconstruction Project
Feasibility Report - City Project No. 327
WSB Project No. 1306 -002
Lic. No. 20753
A
WSB
& Asrxialex, /nc.
TABLE OF CONTENTS
TITLE SHEET
LETTER OF TRANSMITTAL
CERTIFICATION SHEET
TABLE OF CONTENTS
1. EXECUTIVE SUMMARY .............. ............................... 1
2. INTRODUCTION ..................... ............................... 2
2.1 Authorization ................... ............................... 2
2.2 Scope ......................... ............................... 2
2.3 Data Available .................. ............................... 2
3. GENERAL BACKGROUND ............ ............................... 3
3.1 Project Location ................. ............................... 3
3.2 Existing Conditions .............. ............................... 3
4 PROPOSED IMPROVEMENTS ......... ............................... 4
4.1 Street ......................... ............................... 4
4.2 Storm Sewer .................... ............................... 4
4.3 Sidewalks and Trails ............. ............................... 5
4.4 Permits /Approvals ............... ............................... 5
4.5 Rights -of -Way /Easements .............. ......................... 5
5 FINANCING ......................... ............................... 6
5 .1 Opinion of Cost ................. ............................... 6
5.2 Funding ....................... ............................... 6
6 PROJECT SCHEDULE ................. ............................... 7
7 FEASIBILITY AND RECOMMENDATION .............................. 8
APPENDIX A .............................. ............................... 9
Figures.............................. ............................... 9
APPENDIX B ............................. ............................... 10
Opinion of Cost ...................... ............................... 10
City of Rosemount - CSAH 42
Street and Utility Reconstruction Project
Feasibility Report - City Project No. 327
WSB Project No. 1306 -002
,w O
WS
1 1. EXECUTIVE SUMMARY
' The CSAH 42 Street and Utility Reconstruction Project, Diamond Path to Shannon
Parkway is an extension of the CSAH 42 project constructed in 1999, Shannon Parkway
to Chippendale Avenue. The projects are very similar with regard to the emphasis on
' widening to provide shoulders and the installation of storm sewer, however this project
does not include any additional access to CSAH 42.
1
The proposed improvements include the construction of CSAH 42, between Diamond
Path and Shannon Parkway (2500 -feet) to an eighty -eight foot (88') wide full urban
section roadway. This portion of CSAH 42 is currently a rural section roadway. The
project includes widening the existing roadway to include eight -foot (8') shoulders,
bituminous mill and overlay the existing street, B418 concrete curb and gutter, storm
sewer, and replacement of the existing pathway along the north side of CSAH 42.
The estimated total project cost is $839,835, which includes a 10% contingency and 30%
indirect costs. Funding for the project is provided from contributions from the City's
Storm Sewer Core Fund, the City's CIP Fund, and a contributing share of the CSAH 42
improvements by Dakota County to pay for street and storm sewer improvements.
The improvements can be completed, including all lifts of bituminous and all restoration
items, in 2001.
This project is feasible, necessary and cost - effective from an engineering standpoint and
should be constructed as proposed herein.
City of Rosemount - CSAH 42
Street and Utility Reconstruction Project
Feasibility Report - City Project No. 327
WSB Project No. 1306 -002
, A
WSB
............................
2. INTRODUCTION
2.1 Authorization
On January 15, 2001, the Rosemount City Council authorized the preparation of a
Feasibility Report for the CSAH 42 Street and Utility Reconstruction Project. This
project has been designated as City Project No. 327.
2.2 Scope
This project will include the reconstruction of CSAH 42 from Diamond Path to Shannon
Parkway. This reconstruction will consist of widening the eastbound and westbound
pavement to accommodate and eight -foot (8') shoulder, milling and overlaying the
existing pavement and adding B418 concrete curb and gutter. Storm sewer improvements
will be necessary for the CSAH 42 drainage area with the conversion of the roadway
section from rural to urban.
2.3 Data Available
Information and materials used in the preparation of this report include the following:
City of Rosemount Record Plans
City of Rosemount Topography Maps
City of Rosemount Storm Water Management Plan
Field Observations of the Area
Field Survey
City of Rosemount - CSAH 42
Street and Utility Reconstruction Project
Feasibility Report - City Project No. 327
WSB Project No. 1306 -002
2
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WS
&&
3. GENERAL BACKGROUND
3.1 Project Location
The CSAH 42 Street and Utility Reconstruction Project is located on CSAH 42 from
Diamond Path to Shannon Parkway. (See Figure 1) The entire project location is located
in Sections 30 and 31.
3.2 Existing Conditions
3.2.1 Roadway CSAH 42 is currently a rural section roadway with curb and gutter
existing only on the north side of the westbound traffic lane. The existing street
utilizes ditches and minimal storm sewer to drain the roadway surface and provide
storm water conveyance. The roadway surface on CSAH 42 is in fair condition.
CSAH 42 currently consists of a 24 -foot (24') wide roadway surface in both the
eastbound and westbound directions, along with left and right turn lanes at
Diamond Path and Shannon Parkway.
3 .2 .2 Storm Sewer The proposed project is located in the Wachter Lake Drainage
District (WA) and the Shannon Pond Drainage District (SP) as noted in the
Rosemount Stormwater Comprehensive Plan. The existing storm sewer system
for the project area is limited to collection at the following locations:
• The turn lane from westbound CSAH 42 to northbound Diamond Path
(constructed by Dakota County in 2000) has a series of catch basin inlets.
There is also a catch basin located in the southeast corner of the
intersection which collects the stormwater in the south ditch. These inlets
collect the stormwater and convey it to the storm sewer system in
Diamond Path which discharges into Wensmann Pond.
• Minimal storm sewer inlets are located along the north curb line and
center median. These inlets drain the north curb line and median to the
ditch on the south side of CSAH 42.
• A storm sewer stub (36 ") was provided during the 1999 CSAH 42
Reconstruction Project in the southwest quadrant of the CSAH 42 and
Shannon Parkway to drain the south ditch line of CSAH 42.
3 .2 .3 Pathways Currently, eight -foot (8') pathways on the north and south side of
CSAH 42 exist between Diamond Path and Shannon Parkway. The pathway on
the north side of CSAH 42 is in poor condition and will need to be replaced. The
pathway on the south side of CSAH 42 is generally in good condition. However,
there are some portions of the pathway that will need to be replaced.
City of Rosemount - CSAH 42
Street and Utility Reconstruction Project
Feasibility Report - City Project No. 327
WSB Project No. 1306 -002
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3
' 4 PROPOSED IMPROVEMENTS
This report addresses the street and utility improvements necessary to update CSAH 42
from a rural section to an urban section as well as widening the existing roadway and
providing lateral storm sewer.
4.1 Street (See Figures 2 -5)
Proposed improvements to CSAH 42 involve upgrading the existing street to an urban
section with the addition of concrete curb and gutter, paved shoulders, and storm sewer.
The westbound lanes will be shifted south to allow for a shoulder for most of the length
of the street. CSAH 42 will be constructed to a width of eighty -eight feet (88'),
transitioning to ninety -six (96') in areas with turn lanes. The eastbound and westbound
directions will be thirty -four (34') wide, with a total width of fifty -two feet (52') wide in
areas with turn lanes.
CSAH 42 will have a one and one - half -inch (1 1 /2 ") bituminous overlay pavement placed
' over the existing pavement. In areas where turn lanes are constructed, the street section
will consist of eight inches (8 ") of bituminous, twelve inches (12 ") of gravel base, and
twenty -six inches (26 ") of select granular borrow.
' B -418 concrete curb and utter will be laced along the south shoulder and the median.
g p g
Most of the existing B -618 concrete curb and gutter located along the north side of the
westbound drive lane will remain in place. The median will be concrete in the nose area
where the median width is less than ten feet (10'). In the wider median areas, a grass
median is proposed.
4.2 Storm Sewer (See Figures 2 -5)
The storm sewer system for CSAH 42 will replace the existing ditch and culvert system.
The adjacent storm sewer on Diamond Path and Shannon Parkway has been sized to
' accommodate the runoff from CSAH 42 and direct it south to Wensmann Pond and Pond
WA -600, respectively.
The storm sewer improvements include the construction of lateral storm sewer lines to
serve the project area and accommodate state -aid standards. Specifically, lateral storm
sewer facilities will be designed to carry the storm water runoff from a 10 -year rainfall
event. Catch basin spacing will be designed in accordance with current state -aid
standards. The proposed storm water collection facilities are as follows:
' City of Rosemount - CSAH 42 -
Street and Utility Reconstruction Project /�/ /�+�
' Feasibility Report - City Project No. 327
WSB Project No. 1306 -002 & A =so
4
1 0 CSAH 42 (Diamond Path to 400 -feet east):
' The stormwater from this area is proposed to be collected in a lateral storm sewer
system and discharged into the existing storm sewer at Diamond Path which flows
south into Wensmann Pond.
' CSAH 42 (400 -feet east of Diamond Path to Shannon Parkway)
The stormwater from this area is proposed to be collected in a lateral storm sewer
system and discharged into the existing storm sewer system at Shannon Parkway
which flows south to Pond WA -600. The south ditch line is too low to be
I discharged to the south curb line and will therefor remain as a shallow ditch with
storm sewer used to collect the runoffs.
'
4.3 Sidewalks and Trails (See Figures 2 -5)
The proposed improvements include the reconstruction of an eight -foot (8') wide
bituminous pathway along the north side of CSAH 42. Also, minor portions of the trail
on the south side of CSAH 42 will require reconstruction.
4.4 Permits /Approvals
Permits will be required for this project from Dakota County and Mn/DOT State Aid for
improvement to CSAH 42. Dakota County would like the improvements funded and,
therefore, approved by State Aid for CSAH 42. A permit is also required from the
Minnesota Pollution Control Agency for the storm water runoff.
4.5 Rights -of -Way /Easements
No additional right -of -way is anticipated for construction of CSAH 42.
City of Rosemount - CSAH 42
Street and Utility Reconstruction Project
Feasibility Report - City Project No. 327
WSB Project No. 1306 -002
,A
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& .4ssocia�es, lire.
5
5 FINANCING
5 .1 Opinion of Cost
n
5.2
A detailed opinion of cost can be found in Appendix B of this report. The opinion of cost
incorporates anticipated 2001 construction costs and includes a 10% continency factor for
all related indirect costs. The indirect costs are estimated at 30% and includes legal,
engineering, administrative and financing items. The summary of the project cost is as
follows:
Since Dakota County will be paying the City directly, they will contribute 18%
engineering on top of their share of the construction cost. They will not participate in any
of the project capitalized interest costs.
Funding
Funding for the project will be provided through the 2001 CIP funds, the Storm Sewer
Core Fund and Dakota County Highway Department. The Dakota County funding will
be provided to the City in 2002, in accordance with the Dakota County Capital
Improvement Program (CIP). A summary of the funding of specific items is as follows:
5.2.1 Storm Sewer: The project costs associated with the storm sewer improvements
will be funded by the City and County. Based on State Aid requirements, CSAH
42 storm sewer construction will be financed by Dakota County at a rate of 55%
of State Aid approved sharing rates, with the remainder funded by the City for all
storm sewer within the CSAH 42 right -of -way.
5.2.2 Streets: CSAH 42 will receive a 55% cost contribution for construction from
Dakota County and a 45% cost contribution from the City. These percentages
apply to all aspect of CSAH 42 construction.
City of Rosemount - CSAH 42
Street and Utility Reconstruction Project
Feasibility Report - City Project No. 327
WSB Project No. 1306 -002
6
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&A-
6 PROJECT SCHEDULE
The proposed project schedule for this improvement is as follows:
Order Feasibility Report ... ............................... January 15, 2001
Receive Feasibility Report/Order Plans and Specifications ........... May 1, 2001
Receive Plans and Specifications /Order Ad for Bid ................. July 3, 2001
Receive Bids ............... ............................... July 27, 2001
Award Contract ............. ............................... July 30, 2001
Begin Construction ......... ............................... August 6, 2001
Substantial Construction Completion ........................ October 15, 2001
Assessment Hearing ........... ............................... Spring, 2002
City of Rosemount - CSAH 42
Street and Utility Reconstruction Project
Feasibility Report - City Project No. 327
WSB Project No. 1306 -002
IIAA
WSB
& Assxiures, lec.
7
7 FEASIBILITY AND RECOMMENDATION
Project costs are estimated at $839,835. City Project No. 327 consists of converting
CSAH 42 from a rural section to an urban section and improving the local drainage
system. Included with the project improvements are storm sewer and street
widening /overlaying in accordance with the City of Rosemount's comprehensive plans.
It is the recommendation of WSB & Associates, Inc. that City Project No. 327 is feasible,
necessary and cost - effective from an engineering standpoint. We recommend
construction of the proposed improvements as detailed in this report.
City of Rosemount - CSAH 42
Street and Utility Reconstruction Project
Feasibility Report - City Project No. 327
6VSB Project No. 1306 -002
8
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WS
........ . ..........
&& a.
APPENDIX A
Figures
City of Rosemount - CSAH 42
Street and Utility Reconstruction Project
Feasibility Report - City Project No. 327
WSB Project No. 1306 -002
9
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WSB
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C.S.A.H. NO.42 - Street and WSB Project No. 1306.002 Date: May 1 2001
4150 Olson Memonal Highway
Suite 300 Utility Reconstruction Project
WSB
Minneapolis, MN 55422
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763-541-4800 Project Location Figure Number
& Associalcs, /w. FAl( 763541 -1700
Rosemount, Minnesota -I
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LEGEND
EXISTING BITUMINOUS TRAIL TO BE REPLACED
EXISTING BITUMINOUS TRAIL TO REMAIN
D EXISTING MEDIAN (TO REMAIN)
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PROPOSED CONCRETE CURB AND GUTTER
— »f PROPOSED STORM SEWER
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C.S.A.H. NO.42 - Street and WSB Project No. 1306 -002 Date: May 1 2001
4150 Olson Memorial Highway
, A Suite 300 Utility Reconstruction Project
i Minneapolis, MN 55422
-
Figure Number
763541 -0600
& Associates, !x. FA% 763541 -1700
� � Rosemount, Minnesota 2
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C.S.A.H. No.42 - Street and
WSB Project No. 1306 -D02 Date: May 1, 2001
- 4150 Olson Memorial Highway
Suite 300
Utility Reconstruction Project
WSB Minneapolis, MN 55422
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Figure Number
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& Associates, /x. FAX 763541'1700
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C.S.A.H. NO.42 - Street and
WSB Project No. 1306002 Date: May 1, 2001
A 4150 Olson Memorial Highway
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Utility Reconstruction Project
W S ° Minneapolis, MN 55422
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& Associates, Iqc. FAX 763541 -1700
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C.S.A.H. NO.42 - Street and
WSB Project No. 1306 -002 Date: May 1, 2001
A 4150 Olson Memorial Highway
Suite 300
Utility Reconstruction Project
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Figure Number
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&Associates, /x. FA%763541 -1700
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C.S.A,H. NO.42 - Street and WSB Project No. 1306 -002 Date: May 1 2001
4150 Olson Memorial Highway
Suite 300 Utility Reconstruction Project
Minneapolis, MN 55422
w B Figure Number
763 - 541 -4600 TRAFFIC COUNTS
& Associates, Im. FAX 763 -541 -1700
� � Rosemount, Minnesota 6 �
APPENDIX B
Opinion of Cost
City of Rosemount - CSAH 42
Street and Utility Reconstruction Project
Feasibility Report - City Project No. 327
WSB Project No. 1306 -002
10
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W B
& Anrociates. luc.
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PRELIMINARY ENGINEER'S OPINION OF PROBABLE COST
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WSB Project: C.S.A.H. 42 (Diamond Path to Shannon Pkwy.) Design By: MAE
Project Location: City of Rosemount, Minnesota Checked By: JWS
WSB Project No. 13 06- 002 Date: 26- Apr -O 1
Line
No
Description
Unit
Unit
Price
*CSAH 42
Total
Quantity
*CSAH 42
Dakota County
Weighted o. /o Based
on Contributing
Area
Cost
*CSAH 42
City of Rosemount
Weighted %Based
on Contributing
Area
Cost
Total
Cost
A. SURFACE IMPROVEMENTS
I
MOBILIZATION
LUMPSUM
$16,000.00
1.00
$8,800.00
$7,200.00
$ 16,000.00
2
REMOVE CURB AND GUTTER
LIN FT
$2.00
2,000.00
$2,200.00
$1,800.00
$4,000.00
3
REMOVE MANHOLES OR CATCH BASINS
EACH
$350.00
10.00
$1,925.00
$1,575.00
$3,500.00
4
REMOVE SEWER PIPE (STORM)
LIN FT
$10.00
250.00
$1,375.00
$1,125.00
$2,500.00
5
REMOVE CONCRETE MEDIAN
SQ FT
$1.00
1,000.00
$550.00
$450.00
$1,000.00
6
REMOVE RC PIPE APRON
EACH
$200.00
1.00
$110.00
$90.00
$200.00
7
REMOVE BITUMINOUS PAVEMENT
SQ YD
$2.00
4,650.00
$5,115.00
$4,185.00
$9,300.00
8
SAWING BIT PAVEMENT (FULL DEPTH)
LIN FT
$2.50
7,000.00
$9,625.00
$7,875.00
$17,500.00
9
COMMON EXCAVATION
CU YD
$4.00
3,000.00
$6,600.00
$5,400.00
$12,000.00
10
GRANULAR BORROW (LV)
CU YD
$5.00
3,450.00
$9,487.50
$7,762.50
$17,250.00
II
SELECT GRANULAR BORROW (LV)
CU YD
$5.50
4,500.00
$13,612.50
$11,137.50
$24,750.00
12
AGGREGATE BASE CLASS 5 (100% CRUSHED)
TON
$8.00
7,000.00
$30,800.00
$25,200.00
$56,000.00
13
MILL BITUMINOUS SURFACE (I - 1/2")
SQ YD
$1.50
17,000.00
$14,025.00
$11,475.00
$25,500.00
14
TYPE 2350 WEAR COURSE MIXTURE (I -1/2 ")
TON
$32.00
1,850.00
$32,560.00
$26,640.00
$59,200.00
15
TYPE 2350 NON -WEAR COURSE MIXTURE (2 ")
TON
$31.00
300.00
$5,115.00
$4,185.00
$9,300.00
16
TYPE 2350 NON -WEAR COURSE MIXTURE (4-1/2")
TON
$31.00
700.00
$11,935.00
$9,765.00
$21,700.00
17
IRREGULAR WIDTH PAVING
SQ YD
$25.00
1,300.00
$17,875.00
$14,625.00
$32,500.00
18
BITUMINOUS MATERIAL FOR TACK COAT
GALLON
$1.00
1,900.00
$1,045.00
$855.00
$1,900.00
19
8'BITUMINOUSTRAIL
SQ YD
$10.00
2,500.00
$13,750.00
$11,250.00
$25,000.00
20
4" CONCRETE MEDIAN
SQ FT
$2.00
3,600.00
$3,960.00
$3,240.00
$7,200.00
21
CONCRETE CURB & GUTTER DESIGN (134 18)
LIN FT
$6.25
6,300.00
$21,656.25
$17,718.75
$39,375.00
22
CONCRETE CURB & GUTTER DESIGN (13618)
LIN FT
$6.75
150.00
$556.88
$455.63
$1,012.50
23
TRAFFIC CONTROL
LUMPSUM
$20,000.00
1.00
$11,000.00
$9,000.00
$20,000.00
24
F &I SIGN PANELS TYPE C
SQFT
$35.00
130.00
$2,502.50
$2,047.50
$4,550.00
25
F &I SIGN PANELS TYPE D
EACH
$260.00
4.00
$572.00
$468.00
$1,040.00
26
PAVEMENT MESSAGE (RT ARROW) POLY PREF.
EACH
$300.00
4.00
$660.00
$540.00
$1,200.00
27
PAVEMENT MESSAGE (LT ARROW) POLY PREF.
EACH
$300.00
4.00
$660.00
$540.00
$1,200.00
28
4" SOLID LINE WHITE -EPDXY
LIN FT
$0.40
5,750.00
$1,265.00
$1,035.00
$2,300.00
29
4" BROKEN LINE WHITE -EPDXY
LIN FT
$0.40
5,250.00
$1,155.00
$945.00
$2,100.00
30
4" SOLID YELLOW -EPDXY
LIN FT
$0.40
5,250.00
$1,155.00
$945.00
$2,100.00
31
4" NON-METALLIC CONDUIT
LIN FT
$5.00
500.00
$1,375.00
$1,125.00
$2,500.00
32
TOPSOIL BORROW (LV) (0.5')
CU YD
$7.00
1,500.00
$5,775.00
$4,725.00
$10,500.00
33
SII.T FENCE, TYPE HEAVY DUTY
LIN FT
$3.00
3,000.00
$4,950.00
$4,050.00
$9,000.00
34
TURF ESTABLISHMENT (SEEDING)
ACRE
$1,000.00
0.25
$137.50
$112.50
$250.00
35 j
SODDING TYPE LAWN
SQ YD
$2.00
16,500.00
$18,150.00
$14,850.00
$33,000.00
SUBTOTAL
$262,035.13
$214,392.38
$476,427.50
10% CONTINGENCY
$26,203.51
$21,439.24
$47,642.75
SUBTOTAL
$288,238.64
$235,831.61
$524,070.25
CITY 30% COUNTY IS %INDIRECT COSTS
$51,882.95
$70,749.48
$122,632.44
TOTAL
$340,121.59
$306,581.10
$646,702.69
t City of Rosemount - C.S.A.H. 42 (Diamond Path to Shannon Pkwy.)
Street and Utility Construction
Feasibility Report - City Project No, 327
WSB Project No. 1306 -002
n
PRELIMINARY ENGINEER'S OPINION OF PROBABLE COST
::.........:..
FPSB Project: CS.A.H. 42 (Diamond Patti to Shannon Pk1vJ.) Design By: MAE
Project Location: City of Rosemount, Minnesota Checked By JWS
WSB Project No. 1306 -002 Date: 26- Apr -01
Line
No
Description
Unit
Unit
Price
*CSAH 42
Total
Quantity
*CSAH 42
Dakota County
Weighted %Based
on Contributing
Area
Cost
*CSAH 42
City of Rosemount
Weighted %Based
on Contributing
Area
Cost
Total
Cost
B. STORM SEWER
36
12" RC PIPE SEWER DESIGN 3006 CL V
LIN FT
$20.00
21.00
$231.00
$189.00
$420.00
37
15" RC PIPE SEWER DESIGN 3006 CL V
LIN FT
$25.00
1,584.00
$21,780.00
$17,820.00
$39,600.00
38
18" RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$27.00
234.00
$3,474.90
$2,843.10
$6,318.00
39
21 "RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$30.00
389.00
$6,418.50
$5,251.50
$11,670.00
40
24" RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$3100
700.00
$12,705.00
$10,395.00
$23,100.00
41
27" RC PIPE SEWER DESIGN 3006 CL II
LIN FT
$37.00
154.00
$3,133.90
$2,564.10
$5,698.00
42
CONNECT TO EXISTING STORM SEWER
EACH
$500.00
2.00
$550.00
$450.00
$1,000.00
43
CONST DRAIN. STR DES SPECIAL (2'x3' CB)
EACH
$1,100.00
28.00
$16,940.00
$13,860.00
$30,800.00
44
CONST DRAINAGE STRUCTURE DES G
EACH
$1,000.00
5.00
$2,750.00
$2,250.00
$5,000.00
45
CONST DRAINAGE STRUCTURE DES 48 -4020
LIN FT
$150.00
60.00
$4,950.00
$4,050.00
$9,000.00
46
CONST DRAINAGE STRUCTURE DES 60 -4020
LIN FT
$225.00
15.00
$1,856.25
$1,518.75
$3,375.00
47
CASTING ASSEMBLY
EACH
$300.00
21.00
$3,465.00
$2,835.00
$6,300.00
SUBTOTAL
$78,254.55
$64,026.45
$142,281.00
10 %CONTINGENCY
$7,825.46
$6,402.65
$14,228.10
SUBTOTAL
$86,080.01
$70,429.10
$156,509.10
CITY 30% COUNTY 18% INDIRECT COSTS
$15,494.40
$21,128.73
$36,62113
TOTAL
$101,574.41
$91,557.82
$193,132.23
7 - 7 TOTAL PROJECT $441,696.00 $398,138.92 $839,834.92
City of Rosemount - C.S.A.H. 42 (Diamond Path to Shannon Pkwy.)
Street and Utility Construction
Feasibility Report - City. Project No. 327
WSB Project No. 1306 -002
Tuesday, May 1, 2001 ShowLetter Page: 1
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Date: Tue, 01 May 200114:04:00 -0500
From: "Ken & Faye Marcotte" <kmarcotte @uswest.net> I Block Address ( Add to Address Book
To: "Sheila Klassen" <klassensm@yahoo.com>
Subject: [Fwd: Pond update for Marcotte property]
Here is a copy of the PCA email to us this morning.
Thanks again for all your help. I'm glad to have your email
address so I don't have to bother you with phone calls to
keep you up to date on this.
Faye
Attachment: Forwarded Message
Date: Tue, 1 May 200109:49:45 -0500
From: "Martindale, Michael" < michael .martindale @pca.state.mn.us>
To: "'Ken & Faye Marcotte "' <karcotte @uswest.net>
CC: "Fndorff, Michael" < michaei .findorff @pca.state.mn.us>
Subject: RE: Pond update for Marcotte property
Thank you for updating us on the activity at the Evermoor site.
On Friday we walked the site with Steve Crawford of WSB & Associates,
Inc. (Field Representative) and discussed the use of temporary sediment
ponds, check dams, silt fence and temporary and permanent cover to
protect and stabilize the area from erosion. We will be coming to the site
to -day, to evaluate the effectiveness of the structures installed by
the contractor. We concentrated on the area near your property.
We are overwhelmed by size by the development. We suspect based on
what we saw on Friday that there are likely other violations. Our plan is
to work on the most problematic areas first. We need to partner with
Steve Crawford (the project's Inspector who will be on site all day) to
encourage the developer to follow their detailed erosion control plan.
We will provide the city any back -up necessary to get the project in
compliance as quickly as possible.
I will keep you updated on our progress.
Mike Findorff's e-mail address is: michael.findorff@nca.state.mn.us
Mike's telephone number is 651 - 296 -6798
http://us.fl 14,m ait.yahoo.com /ym/
ShowLetter ?Msgld=
Tuesday * May 1, 2001 ShowLetter Page: 2
our address is:
Minnesota Pollution Control Agency
Metro /Community Area Wide
520 Lafayette Road
St.Paul
Minnesota 55115 -4194
Prev I N
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Date: Tue, 01 May 200114:05:01 -0500
From: "Ken & Faye Marcotte" <kmarcotte@uswest.net> I Block Address I Add to Address Book
To: "Sheila Klassen" <klassensm @yahoo.com>
Subject: [Fwd: Pond update for the Marcotte property]
Here is the email from Pat Lynch with the DNR.
Faye
Attachment: Forwarded Message
Date: Tue, 01 May 200109:13:24 -0500
From: "Pat Lynch" <pat.lynch @dnr.state.mn.us>
To: kaccotte @uswest.net
Subject: Re: Pond update for the Marcotte property
I stopped by Nevermore Development yesterday late in the afternoon. I
noted that two city trucks were at the wetland in your front yard,
staffing a pump. I tried to contact city Engineer Weiss, who was not in.
I left message on voice -mail. I spoke a bit with Brian Watson of SWCD
about the issue. I also had lunch with Allison Morris and Tim Brown
yesterday, both ex- Rosemount water resources staff people. They gave me
some additional background. There is no way to legally extend our
jurisdiction to the wetland in the front of your home along Shannon
Parkway. It clearly is /was not connected to 19 -223 below it's ordinary high
water mark. You may wish to contact the DNR Area Wildlife Manager
Diana Regenshied at 952 -492 -5266. It was the DNR Wildlifers who assisted
back in the early 90's when you originally dug out the pond. I hope to
get a letter out to the city today or tomorrow.
>>> "Ken & Faye Marcotte" < kmarcotte @uswest.net 4/30/01 11:34 PM >>>
Were you able to stop out today? If you have a chance, my
husband, Ken, would like to talk to you if you would call or
stop by.
There was a lot of activity out here today stabilizing the
hill next to our pond and another steep one inside the
development. Thank you for your role in that.
Is there any way that our pond could be an extension of 223
behind us? We're hoping it might be and that would protect
it from further flooding or damage around it. Do you have
any suggestions how we could restore our pond so it will
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ShowLetter ?Msgld=
Fuesday, flay 1, 2001 ShowLetter Page: 2
hold ducks and geese like it did previously?
Thanks again for your help.
Faye Marcotte
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ShowLetbei ?Msgld=
May 1, 2001
Mayor Busho and City Council Members
City of Rosemount
2875 145' St W
Rosemount MN 55068
Dear Mayor Busho and City Council Members,
We are requesting again that the City of Rosemount take whatever steps are necessary to
ensure storm water stays within the agreed to elevation of 906, not to exceed 908 on our
property. We also request the removal of all sediment that has washed into our property
and that steps are taken to ensure that it does not occur in the future.
We have stated many times in the past our expectation is that the City of Rosemount and
Contractor Property Developers will take whatever action is necessary to protect existing
properties from storm water runoff damage. The City of Rosemount must complete
feasibility studies and construct and complete all storm water solutions prior to further
development and increased runoff. We are requesting that no further streets be put in and
no building permits be issued for any area that the permanent storm water solution is not
in place and working. This should include all lift stations, increased holding ponds, etc.
as required by the Engineer's recommendations. We should not move forward until all
the problems identified by the Minnesota Pollution Control Agency and the Department
of Natural Resources are corrected and steps are taken to ensure no further problems
occur.
We are holding the City of Rosemount, it's officials, and Contractor Property Developers
Company responsible for past, current and future damages caused by storm water runoff,
including loss of value to our property.
Thank you.
J�
Ken and Faye Marcotte