A 2005 Street Imp Assessments
CITY OF
CHANHASSEN
7700 Market Bo:¡ievarn
PO Box 147
MN 55317
Administration
lJ52 221 liDO
111!J
Building Inspections
952.227.1180
(152.2271190
Engineering
9522271160
Fax 952 227 1170
Finance
952227.1140
Fax. 952 227.1110
Park & Recreation
fi52.227.1 120
952 227 1110
Planning &
Natural Resources
~)52 227 1130
952,2271-1
Public Works
1591 Park Roarl
952221 1)00
952.2271310
Senior Center
9522271125
227.1110
Web Site
The City of Chanhassen · .~
A
MEMORANDUM
........,,-,0.
TO: Paul Oehme, Public Works Director/City Engineer¡r,
FROM:
Matt Saam, Assistant City Engineer
6>&> _
DATE:
October 29, 2004
SUBJ:
Discussion of Assessments for 2005 Street Improvements
Project No. 05-01
DISCUSSION
The drafting of the feasibility study is currently underway and staff wanted to update
Council on the proposed improvements and the size of the proposed assessments for
the project. The project can be broken into three areas of improvements: Pioneer
Trail area, City Hall area and Lake Lucy Road area. A short description of the
proposed improvements and assessments for each area are below. The current cost
estimates along with location maps are also attached. All of the street assessments
are proposed to be applied to lots that have direct driveway access onto the improved
roadways.
Pioneer Trail Area
This area includes the following streets: Foxford Road, Eastwood Court,
Meadowlark Lane, Deerbrook Drive, Homestead Lane, Flintlock Trail, and Pine view
Court. The improvements in this area generally include an edge mill, crack repair,
and a full IS' overlay of the entire street width. The proposed per lot assessment
rates for the 2.5 acre lots in this area range from approximately $1,800 to $2,400.
The costs generally vary depending on the amount of pavement distress repairs
estimated.
City Hall Area
Chan View and Market Boulevard are the only public streets in this area that
improvements are proposed on. The western City Hall parking lots and the Fire
Station #1 parking lot along with Chan View and Market Boulevard are proposed to
be milled and overlaid. The Fire Station is proposed to have an 8" thick concrete
driveway added to better handle axle loads of vehicles at this station. In addition,
storm sewer improvements within the City Hall parking lots will connect with the
existing storm sewer in Market Boulevard.
The on\y property that is proposed to be assessed in this area 1.S the Chanhassen B~nk
along Market Boulevard. Their current proposed assessment IS $7,015. The.othcl
properties are City-owned or are the property of the Federal Government whIch
cannot be assessed.
wltl'l
qualay
cealJ!11ul
p\3C8
ami play
Paul Oehme
October 29,2004
Page 2
Lake Lucy Road
This project area includes Lake Lucy Road from Galpin Boulevard to Powers
Boulevard, Steller Court and Charing Bend. The proposed improvements include
narrowing Lake Lucy Road to 32 feet wide, milling and overlaying all streets,
installing concrete curb and gutter along all streets, adding an off-street trail along
Lake Lucy Road, and extending public sanitary sewer and water to parcels along
Lake Lucy Road and Steller Court that do not currently have city services.
As a reminder, the current Lake Lucy roadway is 36-feet wide, with no on-street
parking and is prone to speeding. As part of the project, the road will be narrowed in
an attempt to calm the traffic. While the road will still have no on-street parking,
temporary lifting of the restriction for an annual Christmas display could be
considered. Also, Lake Lucy Road has only on-street biking with no sidewalk. This
is the only collector street in the City that has an on-street bike path. The project will
include the construction of a lO-foot wide bituminous path in back of the curb on one
side of the street.
The proposed assessments for this area are broken into sewer and water. The project
is very costly due the large amount of pipe to be installed to service the large lots. At
this time only 18 lots are proposed to be serviced with sewer and 13 lots with water.
Staff will update the Council on these costs and potential assessment amounts and
methodologies.
For the street assessments on Lake Lucy Road, both a front foot and per lot option
were calculated. As a comparison, the proposed assessment rate from the 2001
Feasibility Study for Lake Lucy Road is shown.
Lake Lucy Road (street) -
2001 Feasibility 2004 Option 1 or 2004 Option 2
$4,050/lot $2,795/lot $ 13/foot
The proposed street assessment is lower than in 2001 for several reasons: the reduced
street pavement width (36' to 32'), a smaller overlay (from 2" down to IS') and
pavement rehabilitation that reflects resident street pavement section repairs. A
proposed assessment role for each of the options on Lake Lucy will be provided at the
November 8, 2004 work session.
Funding
The total estimated cost for all the projects is $2,231,000. Proposed funding for the
project is as foIlows:
MSA
Assessments(streets, sewer and water)
Ad Valorem Debt
Storm Water Utility Fund
$700,000
$971,000
$485,000
$75,000
Attachments
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PRELIMINARY ENGINEERS ESTIMATE: FEASIBILITY STUDY
ITEM
I
2
3
4
Homestead Lane Area
m;SCRIPTlON
Mill (lS'- 0". 6 it. wide)
Mill Full Depth - Variable Width
Class 3 Aggregate Shoulderîng
1.5" Overlay LV Wear
Variable Depth LV Non Wear
Fill Bituminous Cracks
Traffic Control
City of Chanhassen
2005 Strect Improvcments I'roject No. 05-01
Unit Price Schedule:
EST. QTY. UNIT UI'iIT PRICE TOTAL
1825 Sq.Yds. $3.00 $ 5.47500
5,250 Sq.Yds. $6.00 $ 31.500.00
200 Ton $6.00 $ 1.200.00
700 Ton $40.00 $ 28,000.00
345 Ton $50.00 $ 17.250.00
I Lump Sum $3.000.00 $ 3.00000
1 Lump Sum $500.00 $ 500.00
SUBTOTAL $ 86,925,00
Contingency 1 WH, $ 8,692,50
City fees 12rYr¡ $ 10,431.00
Engineering I8(};! $ 15,646,50
TOTAL ESTIMATED PROJECT COST $ 121,695,00
Cost Per Lot (20 @ 40 %) $ 2,433,90
EST. QTY. UNIT UNIT PRICE TOTAL
6550 Sq.Yds. $3.00 $ 19.650.00
1.455 Sq.Yds. $6.00 $ 8.730.00
2,350 Sq.Yds. $2.00 $ 4.70000
650 Cubic Y ds. $10.00 $ 6.50000
640 Ton $6.00 $ 3.84000
1475 1'011 $40.00 $ 59.000.00
275 Ton $37.00 $ 10.17500
1300 Ton $50.00 $ 65.00000
I Lump Sum $6.000.00 $ 6.000.00
I Lump Sum $1.000.00 $ 1.00000
SUBTOTAL $ 184,595,00
Contingency lOrXi $ 18,459,50
City fees 12(ß, $ 22,151.40
Engineering 18(;;) $ 33,227,10
TOTAL ESTIMATED PROJECT COST $ 258,433,00
Cost Per Lot (43 @ 40%) $ 2,404.03
EST. QTY. UNIT UNIT PRICE TOTAL
6.400 Sq.Yds. $2.00 $ 12.800.00
1.800 Cubic Y ds. $10.00 $ 18,00000
250 Ton $6.00 $ 1.500.00
550 Ton $40.00 $ 22.000.00
750 Ton $37.00 $ 27,750.00
¡ Lump Sum $500.00 $ 500.00
SUBTOTAL $ 82,550,00
Contingency J 0% $ 8,255,00
City fees 12(X) $ 9,906.00
Engineering 18'ft) $ 14,859,00
TOTAL ESTIMATED PROJECT COST $ 115,570,00
Cost Per Lot (19 @ 40%) $ 2,433,05
EST. QTY. UNIT UNIT PRICE TOTAL
2000 Sq.Yds. $3.00 $ 6.000.00
650 Sq.Yds. $6.00 $ 3.900.00
165 Each $6.00 $ 990.00
400 Ton $40.00 $ 16,000.00
200 Ton $5000 $ 10.000.00
1 Lump Sum $2,000.00 $ 2.000.00
I l.lImp Sum $500.00 $ 500.00
SUBTOTAL $ 39,390,00
Contingency 10(;;:) $ 3,939.00
City fees I2(Yr! $ 4,726,80
Engineering I W;'{J $ 7,090,20
TOT AI. ESTIMATED PROJECT COST $ 55,146,00
Cost Per Lot (12 @ 40%) $ 1,838,20
ITEM
1
2
3
4
5
6
7
8
9
10
Foxford Road Area
DESCRIPTION
Mill (15"- 0".6 ft. wide)
Mill Full Depth - Variable Width
Mill Full Depth
Common Excavation
Class 3 Aggregate Shouldering
1.5" Overlay LV Wear
2" I. V Non Wear
Variable Depth LV Non Wear
Fill Bituminous Cracks
Traffic Control
ITEM
1
2
3
4
5
6
Deerbrook Drive - Reconstruction
DESCRIPTION
Mill Full Depth
Common Excavation
Class 3 Aggregate Shouldering
15" Overlay I. V Wear
2" LV Non Wear
Traflie Control
ITEM
I
2
3
4
5
6
7
Meadowlark Lane
DESCRIPTION
Mill (lS'- 0". 6 ft. wide)
Mill Full Depth - Variable Width
Class 3 Aggregate Shouldering
1 S' Overlay I. V Wear
Variable Depth LV Non Wear
Fill Bituminous Cracks
Traffic Control
11/1/2004,4:27 PM
Chan View
rmM DESCRIPTION EST. QTY. UNIT UNIT PRICE TOTAL
I Rcmove Curh & Gutter 355 Lin.Ft. $4.00 $ 1.420.00
2 Mill (lS'- 0", 6 ft. wide) 925 Sq.Yds. $100 $ 2.775.00
3 Common Excavation 100 Cubic Yard $10.00 $ 1.000.00
4 Remove Bitiminous Pavemcnt 450 Sq. Yd. $2.00 $ 900.00
5 IS' Overlay LV Wear 220 Ton $40.00 $ 8.80000
6 Variable Depth LV Non Wear 715 Ton $40.00 $ 28.600.00
7 Tack Coat 250 Gallon $2.00 $ 500.00
8 Sidewalk 5' w/Aggregatc Base and Prep. 1.725 Sq. Ft. $5.50 $ 9.487.50
9 Class 5 Aggregate Base 100 Ton $20.00 $ 2.000.00
10 B618 Curb and Gutter 355 Lin. Ft. $12.00 $ 4.260.00
II Catch Basins/Manholes 48"Diametcr and Larger 2 Each $1,800.00 $ 3.600.00
12 15 " Storm Sewer 405 Lin. FI. $35.00 $ 14.175.00
n Connect to Existing Catch Basin I Each $500.00 $ 500.00
14 Pipe Bedding 250 Ton $13.00 $ 3.250.00
II Striping Centerline 850 Lin.Ft. $1.00 $ 85000
12 Sod w/6" Topsoil 100 Sq. Yd. $2.50 $ 250.00
n Traffic Control 1.0 Each $500.00 $ 500.00
SUBTOTAL $ 82,867,50
Contingency 10% $ 8,286,75
City fees 12(j{) $ 9,944,10
Engineering I srXJ $ 14,916,15
TOTAL ESTlMA TED PROJECT COST $ 116,014,50
FRONT FOOT COST FOR TOTAL LENGTH (1700 LF) $ 68,24
ASESSMENT TO BANK (FRONT FOOT COST }-OR 257 LF AT 40 %) $ 7,015,47
City Hall parking lots - Mill and Overlay
ITEM DESCRIPTION EST. QTY. UNIT UNIT PRICE TOTAL
I Remove Curb & Gutter 60 Lin.Ft. $5.00 $ 300.00
2 Mill Full Width (1.5") 2000 Sq. Yd. $1.00 $ 2.000.00
3 Remove Bitiminous Pavement 175 Sq. Yd. $2.00 $ 350.00
4 Common Excavation 100 Cubic Yard $10.00 $ 1.000.00
IS' LV Wear 180 Ton $40.00 $ 7.200.00
6 2" LV Non Wear 45 Ton $45.00 $ 2.025.00
7 Tack Coat 225 Gallon $2.00 $ 450.00
8 Class 5 Aggregate Base 100 Ton $15.00 $ 1.50000
9 [3618 Curb and Gutter 60 Lin. Ft. $15.00 $ 900.00
10 Catch Basins 24" X 36" I Each $1.100.00 $ 1.1 00.00
11 Catch Basins/Manholes 48"Diameœf and Larger 2 Each $1.800.00 $ 3.60000
12 15 " Storm Sewer 205 Lin. Ft. $35.00 $ 7.175.00
n Pipe Bedding 125 Ton $13.00 $ 1.625.00
14 Sod w/6" Topsoil 110 Sq. Yd. $3.00 $ 330.00
15 Parking lot Striping I Lump Sum $2.500.00 $ 2.500.00
16 Traffic Control 1 Lump Sum $500.00 $ 500.00
SUBTOTAL $ 32,555.00
Contingency lQ(Yr) $ 3,255,50
City fees 12% $ 3,906,60
Engincering 18% $ 5,859.90
TOTAL ESTIMATED PROJECT COST $ 45,577,00
Fire Station parking lot
ITEM DESCRiI'TlON EST. QTY. UNIT UNIT PRICE TOTAL
1 Remove Curb & Gutler 50 Lin.Ft. $500 $ 250.00
2 Common Excavation 1,200 Cubic Yard $10.00 $ 12.000.00
3 Remove Bitiminous Pavement 2500 Sq. Yd. $2.00 $ 5.000.00
4 IS' LV Weal 125 Ton $40.00 $ 5,000.00
5 2" LV Non Wear 160 Ton $37.00 $ 5.920.00
6 8" Concrete Pavement 1100 Sq. Yd. $35.00 $ 38.500.00
7 B612 Curb and Gutter 480 Lin. Ft. $9.00 $ 4,320.00
8 Sod w/6" Topsoil 110 Sq. Yd $3.00 $ 330.00
9 Parking lot Striping I Lump Sum $2.500.00 $ 2.500.00
10 Traffic Control I Lump Sum $500.00 $ 500.00
SUBTOTAL $ 74,320,00
Contingency Ior.:\;, $ 7,432,00
City fees 12% $ 8,918,40
Engincering 18% $ 13,377,60
TOTAL ESTIMATED PROJECT COST $ 104,048,00
11/1/2004,4127 PM
Lucy LHke ROHd
ITEM DESCRIPTION EST. QTY. UNIT UNIT PRICE TOTAL
I Mill (lS'- 0",6 fl. wide) 6050 Sq.Yds. $3.00 $ 18.150.00
2 Mill Full Width (IS') 4210 Sq,Yds. $1.00 $ 4.21000
3 Mill Full Depth - Variable Width 1800 Sq.Yds. $6.00 $ 10.800.00
4 Sawcut Bituminous Pavemcnt - Full Depth 6400 Lin.Fe $3.50 $ 22,400.00
5 Common Excavation 550 Cubic Yard $10.00 $ 5.500.00
6 Adjust Valves 2 Each $250.00 $ 500.00
7 Adjust Manholes and Catch Basins 12 Each $350.00 $ 4.200.00
8 Remove Valley Gutter 285 Sq. Yd. $11.00 $ 3.13500
9 Bituminous Crack Seal 6150 Lin.Ft. $5.00 $ 30,750.00
10 Class 5 Aggregate Base 3.355 Ton $13.00 $ 43.620.20
II B618 Curb and Gutter 13,000 Lin. Fe $9.00 $ 117.000.00
12 IS' Overlay LV Wear 1.690 Ton $37.00 $ 62.53000
13 Variable Depth LV Non Wear 1.940 Ton $35.00 $ 67,900.00
14 Tack Coat 2,050 Gallon $2.00 $ 4.100.00
15 Trail - 10' wide w/Aggregate Base and Prep. 50.800 Sq. FI. $1.80 $ 91,440.00
16 Draimile w/Filter Aggregate and Sock 350 Lin. Fe $11.00 $ 3.850.00
17 Catch Basins 24" X 36" I Each $1.10000 $ 1.100.00
18 Catch Basins/Manholes 48"Diameter and Largel 7 Each $1.800.00 $ 12.60000
19 Storm Sewer 370 Lin. Fc $44.00 $ 16,280.00
20 Pipe Bcdding 250 1'011 $13.00 $ 3.250.00
21 Striping Centerline 6,400 Lin.FI. $1.00 $ 6,40000
21 Permanent Signing I Lump Sum $2.500.00 $ 2.500.00
22 Sod 12,450 Sq. Yd. $3.00 $ 37.350.00
23 Traffic Control 1.0 Lump Sum $8.000.00 $ 8.000.00
STREET SUBTOTAL $ 577,565.20
Contingency I arK· $ 57,756,52
City fees 12(}(¡ $ 69,307.82
Engineering 18f]{, $ 103,961.74
TOTAL ESTIMATED PROJECT COST $ 808,591.28
TOTAL COST LESS ROADWAY NARROWING, TRAIL AND STORM SEWER COSTS $ 381,171.00
Steller Court - Reconstruction
ITEM DESCRIPTION EST. QTY. UNIT U:'>IIT PRICE TOTAL
I IS' LV Wear 150 Ton $40.00 $ 6.000.00
2 8618 Curb and Gutter 953 Lill. FL $9.00 $ 8.577.00
3 Adjust Frame and Ring Casting 2 Each $250.00 $ 500.00
4 Sod w/6" Topsoil 550 Sq. Yd. $3.00 $ 1.650.00
5 Traffic Control I Lump Sum $500.00 $ 500.00
SUBTOTAL $ 17,227.00
Contingency I Of}}) $ 1,722,70
City fees 12(frj $ 2,067.24
Engineering 18(ft) $ 3,100.86
TOTAL ESTIMATED PROJECT COST $ 24,117,80
TOTAL ASSESSABLE COST TOTAL LAKE LVCY AND STELLER COURT $ 405,288,80
Cost Per Lot (58 @ 40%) $ 2,795,10
WATER MAIN
I 6" DIP 475 Lin. Ft. $ 35.00 $ 16.625.00
2 6" Gate Valve 8 Each $ 800.00 $ 6,400.00
3 Hydrant 1 Each $ 2.500.00 $ 2.500.00
4 6" Walennain HOPE SDR II C 160 W mace Cable (HOD) 59 Lin. Ft. $ 60.00 $ 3.540,00
5 I S' Copper 250 Un. Ft. $ 20.00 $ 5.000.00
6 1.5" Corporation 1 Each $ 180.00 $ 180.00
7 I S' Curb Stop 6 Each $ 25000 $ 1.500.00
8 18" x 6" Wet Tap 7 Each $ 2.500.00 $ 17.500.00
9 Polywrap 59 Lin. Ft. $ 1.00 $ 59.00
10 Granular Pipe Bedding 40 Ton $ 13.00 $ 520.00
WATER MAIN SUB TOT AL $ 53,824.00
WATER MAIN TOTAL (INCLUDING SOFT COSTS - 40%) $ 75,353,60
SANITARY SEWER - OPTION 1- Open Cut Trunk Line
Remove Bitiminous Pavement 3550 Sq. Yd. $ 5.00 $ 17.750.00
IS' LV Wear 310 Ton $ 40.00 $ 12.400.00
3 2" LV Non Wear 560 Ton $ 37.00 $ 20,720.00
4 Class 5 Aggregate Base 2.150 Ton $ 15.00 $ 32.250.00
5 48" Diameter Manhole 23 Each $ 2,00000 $ 46.000.00
6 8" SDR 35 Pipe (0'-20') 3950 Un. Ft. $ 30.00 $ 118.500.00
7 6"Sanirary HDPE SDR I I C160 Wrrracc Cable (HDD) 150 Un. Ft. $ 60.00 $ 9,000.00
8 8"Sanitarv HDPE SDR I I CI60 Wrrracc Cable (!IDD) 600 Lin. Ft. $ 65.00 $ 39.000.00
9 6" Service 800 Lin. Ft. $ 20.00 $ 16.00000
10 6" X 8" WYE 9 Each $ 35.00 $ 315.00
II Silt Fence 2.000 Lin.Fe $ 2.00 $ 4.000.00
12 Granular Pipe Bedding 3500 Ton $ 13.00 $ 45.500.00
SANITARY SUBTOTAL - OPTION 1 $ 361,435,00
SANITARY TOTAL (INCLUDING SOFT COSTS - 40%)- OPTION 1 $ 506,009,00
11/1/2004,4,27 PM