Historic Millwork District_Complete Streets ProjectMasterpiece on the Mississippi
TO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
SUBJECT: Historic Millwork District Complete Streets Project
CIP 3602137 - Millwork Street Reconstruction
CIP 7102129 - Millwork District Sanitary Sewer
CIP 7202131 - Millwork District Storm Sewer
CIP 7402145 - Millwork District Waterman
DATE: February 1, 2011
Sealed bids were received for the Historic Millwork District Complete Streets Project.
City Engineer Gus Psihoyos recommends award of the contract to the low bidder,
Portzen Construction, Inc., in the amount of $5,575,005.92, which is 20.06% under the
estimate of probable cost for the base bid plus alternates 1, 2 and 3.
The Historic Millwork District Complete Streets Project will provide for the reconstruction
of underground utilities, roadway sub -base, concrete streets, concrete sidewalks,
pervious pavers in some of the parking areas, and re -use of existing brick pavers in
streetscape areas. In addition, energy- efficient historic street lighting will be installed.
In September 2010, the final funding agreement with FHWA was signed between all
parties. In this agreement the streets were identified that would be included in the base
bid. These streets include the following:
BASE BID
Street
10 Street
Washington Street
Jackson Street
Jackson Street Trail
10 Street
11 th Street
Limits
Jackson to Elm Street
9 to 10 Street
7 to 11 th Street
5 to 7 th Street
Main to Jackson Street
Jackson to Elm Street
Dubuque
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AN- AmedcaCity
2007
Construction Type
Reconstruction
Reconstruction
Reconstruction
Hike /Bike Trail
Streetscaping
Water Reconstruction
The following are the three selected alternates:
Alternate
1
2
3
Street
Washington Street
9 Street
9 Street
Limits
1 0 th to 11 Street
Washington to White Street
Main to White Street
I concur with the recommendation and respectfully request Mayor and City Council
approval.
MCVM:jh
Attachment
cc: Barry Lindahl, City Attorney
Cindy Steinhauser, Assistant City Manager
Gus Psihoyos, City Engineer
Michael C. Van Milligen
Construction Type
Reconstruction
Streetscaping
Streetscaping
TO:
FROM:
SUBJECT:
Masterpiece on the Mississippi
Michael C. Van Milligen, City Manager
Gus Psihoyos, City Engineer
Historic Millwork District Complete Streets Project
CIP 3602137 — Millwork Street Reconstruction
CIP 7102129 — Millwork District Sanitary Sewer
CIP 7202131 — Millwork District Storm Sewer
CIP 7402145 — Millwork District Watermain
DATE: January 31, 2011
INTRODUCTION
The enclosed authorizes the award of the construction contract for the Historic Millwork
District Complete Streets Project.
BACKGROUND
The Historic Millwork District Complete Streets Project will provide for the reconstruction
of underground utilities, roadway sub -base, concrete streets, concrete sidewalks,
pervious pavers in some of the parking areas, and re -use of existing brick pavers in
streetscape areas. In addition, energy- efficient historic street lighting will be installed. In
September, 2010 the final funding agreement with FHWA was signed between all
parties. In this agreement the streets were identified that would be included in the base
bid. These streets include the following:
BASE BID
Street
10 Street
Washington Street
Jackson Street
Jackson Street Trail
1 0th Street
1 1 th Street
Limits
Jackson to EIm Street
9 to 10 Street
7 to 11 Street
5 to 7 Street
Main to Jackson Street
Jackson to EIm Street
Dubuque
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2007
Construction Type
Reconstruction
Reconstruction
Reconstruction
Hike /Bike Trail
Streetscaping
Water Reconstruction
Reconstruction — This includes reconstructing all of the underground utilities, reconstructing
the pavement, replacing or installing new sidewalks and replacing the street lighting.
Streetscaping — This includes reconstructing the sidewalks, installing new curbs and bumpouts
to improve pedestrian crossings, and installing new street lighting.
The Engineering Department and its design consultant, Veenstra & Kimm, Inc. (V &K) of
West Des Moines, Iowa, bid the project using a base bid and several alternates so that
the grant money could be fully utilized for the reconstruction of streets and utilities. The
priority order for the street reconstruction and streetscape work was determined by a
combination of City staff, Millwork District property owners, and Dubuque Main Street
staff. Below are the different alternates listed in priority order:
ALTERNATE BID
Alternate
1
2
3
4
5
6
7
8
Street
Washington Street
9 Street
9 Street
8 Street
Elm Street
11 th Street
Jackson Street
Washington Street
Limits
10 to 11 Street
Washington to White Street
Main to White Street
White to Jackson Street
9th to 11 Street
White to EIm Street
11 to 12 Street
1 1 th to 12 Street
Construction Type
Reconstruction
Streetscaping
Streetscaping
Reconstruction
Streetscaping
Streetscaping
Streetscaping
Streetscaping
The project will be constructed over two years. It is anticipated that the first year
construction will include the reconstruction of 1 0th Street from Jackson to EIm Street,
Washington Street from 9 to 11 Street, utility upgrades on 11 Street from Jackson
Street to Elm Street and watermain work on Jackson Street from 5 to 11 Streets.
The following year (2012) would include construction on Jackson Street from 5 to 1 1 th ,
streetscaping of 10 Street from Main to White Street and any work on alternates
selected.
The project will incorporate upgrades to the existing sanitary sewer system that include:
the complete reconstruction of approximately 2,000 lineal feet of 8 -inch mainline sewer;
the reconstruction of 18 deteriorated brick manholes; and the replacement of private
sanitary sewer laterals. The cost for the individual sanitary sewer lateral replacements
will be assessed to each respective private property owner.
The project will also include the reconstruction of approximately 3,500 lineal feet of
watermain, mainline valves, 14 fire hydrants, and the replacement of lead residential
water services. The cost of the individual lead residential water service replacements
will be assessed to each respective private property owner.
The project also provides for the: construction of approximately 3,800 lineal feet of new
storm sewer, 20 manholes and 30 catch basins to improve the storm water conveyance
in the area; installation of fiber optics and telecommunications conduit infrastructure;
and replacement of existing sidewalks.
City staff met with the City Forester on this project to discuss the types of trees and
locations that can be planted within the project corridor. Trees can be planted in the
streetscape areas west of White Street; however, due to a stipulation by the State
Historic Preservation Office during the environmental review, no trees can be planted in
the main core of the Historic Millwork District. The City does have 10 free - standing
planters that will be installed by City crews after the street reconstruction is complete.
The streetlights will have accommodations for both banners and hanging baskets.
DISCUSSION
Sealed bids were received on the project on January 25, 2011. Portzen Construction,
Inc. of Dubuque, IA submitted the low bid in the amount of $5,575,005.92. This amount
is 20.06% under the estimate of probable cost for the base bid + alternates 1, 2, and 3.
A summary of the bid proposals received is as follows:
Portzen Construction, Inc.
Horsfield Construction, Inc.
A bid was received from W.C. Stewart, Inc but was deemed non - responsive since the
required Disadvantaged Business Enterprise (DBE) form and expected sub - contractor
listing was not submitted with the bid.
The list of bid results was submitted to the Federal Highways Administration (FHWA) for
their concurrence. FHWA concurs with the award of the construction contract to Portzen
Construction, Inc. as the lowest responsive bidder.
ALTERNATE SELECTION
CONTRACTOR
BID
(Base + Alternates 1, 2, 3)
$5,575,005.92
$5,814,598.29
In advance of the bid opening, FHWA required the City to set a priority order on the
alternate selection and a threshold where no further alternates would be selected. This
requirement was put into place so there would be a defined method to how alternates
would be selected. During discussions with city staff and FHWA, this threshold was set
to $5,776,975. After evaluating the bids, the City can select the base bid + alt 1 + alt 2+
alt 3 without exceeding this threshold.
RECOMMENDATION
I recommend that the contract be awarded to Portzen Construction, Inc. in the amount
of $5,575,005.92 for the Historic Millwork District Complete Streets Project.
BUDGET IMPACT
The estimate of probable cost for the Historic Millwork District Complete Streets Project
is summarized as follows:
Construction Contract (Base bid + Alt 1, AIt2, Alt 3)
Contingency
Engineering Design (V &K)
Traffic Study (V &K)
Construction Inspection
Total Project Cost
Below is the base bid and alternates included in the
above.
Base Bid
Alternate
1
2
3
Street
Jackson Street 7 to 11 - Reconstruct
10 Street Jackson to Elm - Reconstruct
Washington Street 9 to 10 - Reconstruct
10 Street Streetscape — Main to Jackson
Jackson Street 5 to 7 - Hike /bike trail
Street
Washington Street 1' to 11 Street
9 Street - Washington to White Street
9 Street - Main to White Street
Total Project Award
(Base + Alternates 1, 2, 3)
Estimate
$7,021,921.65
523, 970.45
448,220.00
45,000.00
371,826.25
$8,410,938.35
Estimate
$270,736.40
$511,719.30
$665,882.80
The estimated project category costs are below for the base bid. It should be noted that
it is proposed that a large portion of the assessments shown may be forgiven.
Cost Summary /Description
Street Construction Improvements
Special Assessment - Street Improvement, Residential Properties
Special Assessment - Street Improvement, Commercial Properties
Special Assessment - Street Improvement Deficiency, Paid by the City
Special Assessment - Water Services, Commercial Properties
Special Assessment - Sanitary Sewer Lateral, Commercial Properties
Special Assessment - Concrete Sidewalk, Commercial Properties
Award
$5,575,005.92
523,970.45
448,220.00
45,000.00
371,826.25
$6,964,022.62
construction contract amount
Estimate Award
$5,573,583.15 $4,492,297.23
Award
$ 203,187.86
$ 382,642.15
$ 496,878.68
$5,375,005.92
Amount
3,509,538.24
0.00
1, 526, 830.30
20,280.68
31,500.00
13, 500.00
126,910.40
Watermain Improvements
Sanitary Sewer Improvements
Storm Sewer Improvements
Fiber Optic Conduit
Total Project Cost
952,800.00
355,965.00
346,110.00
80,588.00
$6,964,022.62
The project funding summary is as shown below. This illustrates the funds available for
the base bid and alternates selected. Again, a large portion of the assessments may not
be available to fund improvements.
CIP No. Available Funding
3602137 Millwork Street Reconstruction (TIGER Grant)
Special Assessments
7402145 Millwork District Watermain FY 11
Millwork District Watermain FY 12
Millwork District Watermain FY 13
7102129 Millwork District Sanitary FY 11
Millwork District Sanitary FY 12
Millwork District Sanitary FY 13
7202131 Millwork District Storm Sewer FY 11
Millwork District Storm Sewer FY 12
Millwork District Storm Sewer FY 13
Total Project Funding
The Historic Millwork District Complete Streets Project will be funded through the annual
capital improvement project appropriation of City funds and Federal funds as noted
above in the amount of $6,964,022.62. The project, as outlined, will require Special
Assessments in the amount of $1,678,460.03.
PROPERTY ASSESSMENTS
Fund Amount
$5,600,00.00
1,678,460.03
637,750.00
215,000.00
0.00
197,044.76
98,319.00
118,458.00
369, 579.00
0.00
91,000.00
$9,005,610.79
Under current assessment guidelines, financial assistance is only eligible to owner -
occupied residential properties. However, City Staff is recommending to the City Council
that property owners being assessed for streets being reconstructed in the Historic
Millwork District have two opportunities to reduce their assessment. One -half of the
Public Street Assessment may be forgiven by making qualifying investments in the
property as follows:
(1) One dollar of assessment will be forgiven for every five dollars of expenses incurred
for improvements made but only for improvements which require a building permit and
which result in an increase of the assessed valuation of the property. The property
owner must provide paid invoices to City for substantiation of the costs incurred.
(2) One dollar of assessment will be forgiven for every two dollars of expenses incurred
for improvements to the primary facade of the property but only if the improvement is
approved by the Historic Preservation Commission of the City of Dubuque. The
property owner must provide paid invoices to City for substantiation of the costs
incurred.
Improvements made after the Millwork District were included in the Greater Downtown
Urban Renewal Plan (December 12, 2007) are eligible for the assessment reduction.
Improvements must be made and approved before the City Council adopts the final
assessment schedule for the project (estimated to be early 2013).
The guidelines for appropriate facade improvements are outlined in the Downtown
Design Guidelines. The Downtown Design Guidelines booklet is available online at
www. cityofdubuque .org /index.aspx ?nid =1295 or in the Planning Department located in
City Hall.
ACTION TO BE TAKEN
I recommend that the City Council adopt the attached resolution awarding the Historic
Millwork District Complete Streets Project to Portzen Construction, Inc. in the amount of
$5,575,005.92.
Prepared by Jon Dienst, PE, Civil Engineer II
cc: Greg Roth, P.E., Veenstra & Kimm, Inc.
Jenny Larson, Budget Director
Don Vogt, Public Works Director
John Klostermann, Street & Sewer Maintenance Supervisor
David Heiar, Economic Development Director
Aaron DeJong, Assistant Economic Development Director
Bob Green, Water Department Manager
Laura Carstens, Planning Services Manager
Bob Schiesl, Assistant City Engineer
Deron Muehring, Civil Engineer
Dave Ness, Civil Engineer
RESOLUTION NO. 45 -11
AWARDING PUBLIC IMPROVEMENT CONTRACT FOR THE HISTORIC MILLWORK
DISTRICT COMPLETE STREETS PROJECT
Whereas, sealed proposals have been submitted by contractors for the Historic
Millwork District Complete Streets Project (the Project) pursuant to Resolution No. 460-
10 and Notice to Bidders published in a newspaper published in the City of Dubuque,
Iowa on the 9 day of December, 2010.
Whereas, said sealed proposals were opened and read on the 25 day of
January, 2011 and it has been determined that Portzen Construction, Inc. of Dubuque,
Iowa, with a bid in the amount of $5,575,005.92, is the lowest responsive, responsible
bidder for the Project.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL. OF THE CITY
OF DUBUQUE, IOWA:
That a Public Improvement Contract for the Project is hereby awarded to Portzen
Construction, Inc. and the City Manager is hereby directed to execute a Public
Improvement Contract on behalf of the City of Dubuque for the Project.
Attest:
Passed, approved and adopted this 7th day of Februar , 2011.
eanne F. Schneider, CMC, City Clerk
9.LJ
Roy D. Buol, Mayor
BID ITEM DESCRIPTION
1 CLEAR +GRUBB
2 EXCAVATION, CL 10 RDWY +BORROW
3 TOPSOIL, FURN +SPREAD
4 COMPACT BACKFILL ADJ TO BRDG /CULV /STRUCT
5 COMPACTION W /MOISTURE +DENSITY CONTROL
6 GRANULAR SUBBASE
7 SHLD FINISH, EARTH
8 RMVL OF CURB
9 PAVEMENT SCARIFICATION (2" THICK)
10 STD/S -F PCC PAVT, CL C CL 3, 9" (DOWELED)
11 PCC PAVT SAMPLE
12 QUALITY MANAGEMENT - CONCRETE (QM -C)
13 HMA COMMERCIAL MIX (INCL ASPH BINDER)
14 TEMPORARY PAVT
15 RMVL OF CONC FOOTING
16 RMVL OF CONC FOOTING OF LIGHT POLE
17 RMVL OF EXIST HANDRAIL
18 RMVL OF EXIST STRUCT
19 RMVL OF LIGHT POLE
20 RMVL OF SIGN
21 GRANULAR BACKFILL
22 EXCAVATE +DEWATER
23 STEEL PIPE PEDESTRIAN HAND RAIL
24 MANHOLE, SAN SWR SW -301, 48"
25 MANHOLE, SAN SWR, SW -303, 48"
26 MANHOLE, STORM SWR, SW-402
27 MANHOLE, STORM SWR, SW-403
28 MANHOLE ADJUSTMENT, MINOR
29 INTAKE ADJUSTMENT, MINOR
30 CONNECTION TO EXIST MANHOLE
31 TEMP SHEET PILE, RETAIN WALL
32 TEMP SUPRT
33 SUBDRAIN, STD, PERFORATED, 6"
34 SUBDRAIN OUTLET (RF -19C)
35 STORM SWR G- MAIN,TRENCHED, RCP 20000,15"
36 STORM SVVR G- MAIN,TRENCHED, RCP 20000,18"
37 STORM SWR G- MAIN,TRENCHED, RCP 20000,24"
38 RMV STORM SWR PIPE LE 36"
39 SAN SWR G -MAIN, TRENCHED, DIP, 12"
40 SAN SWR G -MAIN, TRENCHED, DIP, 24"
41 RMV SAN SWR PIPE LE 36"
42 SAN SVVR CLEANOUT, SW -203
43 RMVL OF PAVT
44 RMVL OF INTAKE +UTILITY ACCESS
45 RECREATIONAL TRAIL, PCC, 5"
46 SPECIAL COMPACTION OF SUBGRADE/REC TRAIL
47 RMVL OF SIDEWALK
48 SIDEWALK, PCC, 5"
49 SIDEWALK, PCC, 7"
50 DETECTABLE WARNING - CURB RAMP
51 CURB +GUTTER, PCC
52 DRIVEWAY, PCC, 8"
53 RMVL OF CONC STEPS
54 RMVL OF CONC STEPS + RETAINING WALL
55 RMVL OF RETAINING WALL*FOOTING
56 SAFETY CLOSURE
57 ELECTRICAL CIRCUIT
58 HANDHOLE +JUNCTION BOX
59 CONTROL CABINET
60 TYPE A SIGN, SHEET ALUM
61 PAINTED PAV'T MARK, WATERBORNE
62 PAINTED SYMBOL +LEGEND, WATERBORNE
63 PAV'T MARK RMVD
UNIT
BID
QUANTITY
ENGINEER ESTIMATE
BID UNIT
COST
TOTAL COST
BID
QUANTITY
Horsfield Companies
BID UNIT
COST
TOTAL COST
BID
QUANTITY
Por0en ConsWc0on
BID UNIT
COST
TOTAL COST
LS 1.00 $ 45,000.00 $ 45 000.00 1.00 $ 1 500 00 $ 1 500 00 1.00 $ 1550000 $ 15,500 00
CY 2950 00 $ 12 00 $ 35,400 00 2950 00 $ 10 00 $ 29,500 00 2950 00 $ 12.00 $ 35,400 00
CY 620 00 $ 10 00 $ 6 200 00 620 00 $ 30 00 $ 18 600 00 620 00 $ 35.00 $ 21 700 00
CY 375.00 $ 3 25 $ 1,218.75 375 00 $ 4 25 $ 1,593 75 375.00 $ 45 00 $ 16,875.00
CY 1115.00 $ 5 50 $ 6,132 50 1115 00 $ 1 15 $ 1,28225 1115 00 $ 0 20 $ 223.00
TON 5260 00 $ 18 00 $ 94,680.00 5260 00 $ 15 85 $ 83,371.00 5260.00 $ 15 00 $ 78,90000
STA 1300 $ 110.00 $ 1,430.00 13.00 $ 16500 $ 2,145.00 13.00 $ 75000 $ 9,750.00
STA 8 00 $ 150.00 $ 1,200.00 8 00 $ 240.00 $ 1,92000 8.00 $ 250 00 $ 2,00000
TON 475 00 $ 8.50 $ 4,037.50 475.00 $ 19.00 $ 602500 475,00 $ 30 00 $ 14,25000
SY 6340.00 $ 50.00 $ 317,000.00 6340.00 $ 6500 $ 431,120.00 6340.00 $ 51.50 $ 326,510.00
LS 100 $ 6000.00 $ 6,00000 100 $ 1,00000 $ 1000.00 1.00 $ 1,50000 $ 1,50000
LS 100 $ 15,000.00 $ 15,00000 100 $ 100 $ 1.00 1.00 $ 3,500.00 $ 3,50000
TON 1075.00 $ 125 00 $ 134,375 00 1075 00 $ 110.50 $ 118,787 50 107500 $ 95.23 $ 102,372.25
SY 500 00 $ 35.00 $ 17,500.00 500 00 $ 37 25 $ 18,625.00 500 00 $ 25.00 $ 12,500.00
CY 10 00 $ 200 00 $ 2000.00 10 00 $ 750 00 $ 7,500.00 10.00 $ 150.00 $ 1,500 00
EACH 1.00 $ 1,000 00 $ 1,000.00 1 00 $ 750.00 $ 750 00 1.00 $ 400.00 $ 400 00
LF 40.00 $ 15 00 $ 600.00 40 00 $ 6.00 $ 240 00 40 00 $ 5.00 $ 200 00
LS 1 00 $ 7 500.00 $ 7,500.00 1 00 $ 1,000 00 $ 1,000 00 1 00 $ 2,000.00 $ 2 000.00
EACH 100 $ 700.00 $ 700.00 1.00 $ 71000 5 710.00 100 $ 378.78 $ 378.78
EACH 35 00 $ 100.00 $ 3,500.00 35.00 $ 90.00 $ 3,150 00 35.00 $ 125 00 $ 4,37500
TON 14798 00 $ 18 50 $ 273,763 00 14798.00 $ 11.50 $ 170,177.00 14798 00 $ 5.00 $ 73,990.00
LS 1.00 $ 15,000.00 $ 15,00000 1.00 $ 2,50000 $ 2,50000 100 $ 26,75000 $ 26,750.00
LF 40.00 $ 150 00 $ 6,000 00 40.00 $ 65 00 $ 2,60000 40.00 $ 75.00 $ 3,000 00
EACH 7.00 $ 3,500.00 $ 24,500 00 7.00 $ 32 50 $ 227 50 7.00 $ 6,412.36 $ 44 886.52
EACH 2.00 $ 3,500.00 $ 7,000.00 2 00 $ 3,800 00 $ 7 600.00 2.00 $ 5,831.50 $ 11,663.00
EACH 6.00 $ 2 800 00 $ 16,800.00 600 $ 2,150 00 $ 12,900 00 6.00 $ 3,938.67 $ 23,632.02
EACH 7 00 $ 2,800.00 $ 19,60000 7.00 $ 2,100 00 $ 14,700 00 7.00 $ 3,938.67 $ 27,570.69
EACH 400 $ 500.00 $ 2,000.00 400 $ 32500 $ 1,300.00 4.00 $ 275.00 $ 1,10000
EACH 3.00 $ 600.00 $ 1,80000 3.00 $ 325.00 $ 97500 300 $ 400.00 $ 1,200.00
EACH 1 00 $ 500.00 $ 500 00 1.00 $ 65000 $ 650 00 1 00 $ 2,67500 $ 2,675.00
LF 10.00 $ 150 00 $ 1,500 00 1000 $ 80.00 $ 800.00 10 00 $ 100.00 $ 1,000 00
LS 1.00 $ 2,500.00 $ 2,50000 1.00 $ 3,000.00 $ 3000.00 100 $ 1,50000 $ 1,50000
LF 3800 00 $ 13.50 $ 51,300.00 3800 00 $ 8 75 $ 33,250.00 380000 $ 7 00 $ 26,600 00
EACH 60.00 $ 350 00 $ 21,000 00 60 00 $ 195 00 $ 11,700 00 6000 $ 150 00 $ 9,000.00
LF 114100 $ 27.50 $ 31,377.50 114100 $ 87.00 $ 99,267.00 114100 $ 34.46 $ 39,318.86
LF 304.00 $ 35.00 $ 10,640.00 304.00 $ 60 00 $ 18,240 00 304.00 $ 42.80 $ 13,011.20
LF 313.00 $ 55 00 $ 17,215 00 313.00 $ 78.00 9 24,414 00 313 00 $ 50.17 $ 15,703.21
LF 1177.00 $ 1000 $ 11,770.00 1177.00 $ 1200 $ 14.124.00 1177.00 $ 12.84 $ 15,112.68
LF 1793 10 $ 80 00 $ 143,448 00 1793 10 $ 76.00 $ 136,27560 1793 10 9 102.56 $ 183,900.34
LF 332 00 $ 150 00 $ 49,800.00 332 00 $ 131.00 $ 43,492.00 332 00 $ 169.24 $ 56,187.68
LF 417 00 $ 12.50 $ 5,212.50 417 00 $ 12.00 $ 5,004.00 417 00 $ 5.39 $ 2,247 63
EACH 100 $ 1,200.00 $ 1,200.00 100 $ 1,500.00 $ 1,50000 100 $ 2,140.00 $ 2,140.00
SY 10569 00 $ 6 50 $ 68,698.50 10569.00 $ 7 05 $ 74,511.45 10569.00 $ 700 $ 73,98500
EACH 38 00 $ 700 00 $ 26,600 00 38.00 $ 175 00 $ 6,650.00 38.00 $ 347.75 $ 13,214 50
SY 805.00 $ 25 00 $ 20125 00 805.00 $ 39 00 $ 31,395 00 805.00 $ 32.10 $ 25,840.50
STA 6.50 $ 250 00 $ 1,625 00 650 $ 195 00 $ 1,267 50 6.50 $ 2.00 $ 13 00
SY 2669 00 $ 6 00 $ 16,014 00 266500 $ 5.30 $ 14,145 70 2669.00 $ 7.00 $ 18,683.00
SY 2546 00 $ 4500 $ 114,570 00 2546.00 $ 37.00 $ 94,202 00 2546.00 $ 47.96 $ 122,106.16
SY 120 00 $ 6000 $ 7,20000 120 00 $ 50.00 $ 6 000.00 120 00 $ 53.93 $ 6,471.60
SF 1018.00 $ 80.00 $ 61,080.00 1018.00 $ 2800 $ 28,504.00 101800 $ 27.29 $ 27,781.22
LF 3983.00 $ 32 00 $ 127,456 00 3983 00 $ 22.00 $ 87,626.00 3983 00 $ 25 00 $ 99,575.00
SY 783.00 $ 60 00 $ 46,980 00 783 00 $ 75.00 $ 58,725.00 783 00 9 53.93 $ 42,227 19
CY 10.00 $ 20 00 $ 200 00 10 00 $ 125 00 $ 1,25000 1000 $ 8.00 $ 80 00
CY 10 00 $ 20 00 $ 200 00 10.00 $ 175 00 $ 1,750.00 10 00 $ 50 00 $ 500.00
CY 10 00 $ 2500 $ 250 00 1000 $ 225 00 $ 2,250 00 10.00 $ 256.80 $ 2,568 00
EACH 30 00 3 450.00 $ 13 500.00 3000 $ 24d 00 $ 7,200 00 30 00 $ 256.80 $ 7,704 00
LF 7800 00 $ 12.00 $ 93,600 00 7800 00 $ 15 85 $ 123 630 00 780000 $ 8 35 $ 65,130 00
EACH 74.00 $ 30000 $ 22,200.00 7400 $ 1,152.00 $ 85,24800 74.00 $ 218.65 3 16,180.10
EACH 2.00 $ 8,00000 $ 16,00000 200 $ 12,585.00 $ 25170.00 2.00 $ 14,670.00 $ 29,340.00
SF 125.00 $ 55 00 $ 6,875.00 125.00 $ 70.00 $ 8,75000 125.00 $ 74.90 $ 9,362.50
STA 71.65 $ 80.00 $ 5,732.00 71 65 $ 68.00 $ 4,872.20 71 65 $ 72.76 $ 5,213 25
EACH 56.00 $ 125.00 $ 7 000.00 56 00 $ 85 00 $ 4 760.00 56 00 $ 90.95 $ 5,093 20
STA 8.00 $ 50 00 $ 400 00 8 00 $ 60.00 $ 480.00 8.00 $ 64.20 $ 513.60
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TIGER Grant Alternates Map
February 2, 2011
Legend
Base_Reconstruct
■11 •11 •11 Base_Streetscape
Base Trail
t l t Base Utilities
Alt_1
Alt_2
Alt _3
Alt _4
Alt _5
11
Alt _6
Alt _7
- Alt_8
RISE_Grant
Water Bodies
1 inch = 400 feet