HomeMy WebLinkAboutAgenda Report - March 21, 2007 I-02 PHAGENDA ITEM E OOX
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COUNCIL COMMUNICATION
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AGENDA TITLE: Public Hearing to Consider Resolution Establishing Area of Benefit and
Rein*ursable Costs for Lower Sacramento Road (Kettleman Lane to
HarnaV Lane) improvements
MEETING DATE: March 21, 2007
PREPARED BY: Public Works Director
RECOMMENDED ACTION: Conduct a public hearing to consider a resolution establishing an Area
of Benefit and Reimbursable Costs for Lower Sacramento Road
(Kettleman Lane to Harney Lane) Improvements benefiting the
parcels shown on Exhibit A.
BACKOROOND INFORMATION: As part of the City's Lower Sacramento Road (Kettleman Lane to
Harney Lane) project and the County's Harney Curve project, more
than $902,905 in public improvements were constructed that benefit
the adjacent parcels and would be required to be installed at the
time of development of those parcels. To recover those costs, staff recommends formation of an Area of
Benefit pursuant to Lodi Municipal Code 16.40.030.
The boundary of the Area of Benefit is presented in Exhibit A. The improvements installed at City
expense for the benefit of future development are described by parcel in Exhibit B. Generally, the
improvements include water, sewer, storm drain, traffic signal, and dry utility conduits that are not
required for the roadway project but were installed to avoid trenching in the new roadway in the future.
Calculation of the reimbursable costs is presented in Exhibit C. The calculation is based upon the
contract quantities and unit prices from the two separate projects. Staff recommends the reimbursable
costs be combined into the groupings shown in Exhibit A to reflect the expected flow of development
applications. The total reimbursement to the City is calculated to be $902,905.
Payment of reimbursement costs will be a condition of approval for any future applications for
entitlements, including development plans, development agreements, tentative subdivision maps, lot line
adjustments, and final maps for the benefiting parcel groups. The payment would be collected at the
time of City Council approval of a subdivision map within each group and the amount collected would be
prorated based upon the area of the map. The groups and the total reimbursement (rounded) for each
group is listed below (note the parcels on Harney Lane east of Lower Sacramento Road are not grouped,
hence the sum of the figures below do not equal the above total).
1. Lodi Shopping Center $81,748
2. Olive Drive Group $44,480
3. Peterson Group $108,397
4. Southwest Gateway Group $596,004
APPROVED: I7
Blair KiAcf, City Manager
K 1W P1DEV—S ERVICCPHRreaofBenefittwrSac2.doc
3!9!2007
Public Hearing to Consider Resolution Establishing Area of Benefit and Reimbursable Costs for
Lower Sacramento Road (Kettieman Lane to Harney Lane) Improvements
March 21, 2007
Page 2
For the parcels on Harney Lane east of Lower Sacramento Road, the reimbursement would be collected
as a condition of delivering City services for water, sewer or storm drainage or, following annexation into
the City, as a condition of ertitlement.
Pursuant to LMC Section 15.64.080, the reimbursable amount will be adjusted annually to include an
amount attributable to interest, which will be based on the change in the Engineering News Record
(ENR) 20 Cities Construction Cost Index from January 1, 2006 to January 1st of the year of
reimbursement. The beginning ENR index is 7660.
In conformance with LMC 16.40, staff recommends that Council conduct a public hearing to establish an
Area of Benefit and Reimbursable Costs to recover the cost of improvements constructed with the
Lower Sacramento Road (Kattleman Lane to Harney Lane) project that benefit adjacent properties.
FISCAL IMPACT: Not applicable.
FUNDING AVAILABLE: Not applicable.
Richard C. Prima, Jr.'
Public Works Director
Prepared by F. Wally Sandelin, City Engineer/Deputy Public Works Director
RCP/FWS/pmf
Attachments
cc: Senior Civil Engineer Welch
Associate Civil Engineer Lindoeth
Aasoeiate Civil Engineer Chang
K %WPIDEV SERVICCPHAreaotBeneritLwrS®c2.doc 31912007
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Exhibit A
AREA OF BENEFIT
LOWER SACRAMENTO RD
KETTLEMAN TO HARNEY
�L
22 2,0
r----------- !�!Meman Ln. Kedeman Ln.
1
2
4
6
7
8
5
9
13A78
upine
20 end Creek
15 16
22
ze
8
21 l f
23
DeBenedettl Park
ul
■� Iii
ommumm
im®immom
Blvd.
06X035
AREA OF
IMPROVEMENTS
SITE NO.
APN
ACREAGE
1
058-030-13
9.26 AC.
2
058-030-03
87.72 AC.
3
058-030-04
1.03 AC.
4
058-030-05
8.17 AC.
5
058-030-06
1.53 AC.
6058-040-01
39.09 AC.
7
05&040-02
39.07 AC.
8
058-040-04
14.28 AC.
9
058-040-05
5.41 AC.
10
058-070-07
1.13 AC.
11
058-070-08
1.14 AC.
12
058-070-09
1.21 AC.
13
058-140-04
1.03 AC.
14
058-140-05
1.47 AC.
15
058-140-06
0.90
16
058-140-07
0.72 AC.
17
058-140-08
0.70 AC.
18
058-140-09
0.36 AC.
19
058-140-10
0.36 AC.
20
058-140-11
0.59 AC.
21
0513-140-12
19.50 AC.
4
2.30 AC.
23
058-14052
19.40 AC.
24
058-230-06
0.46 AC.
25
058-230-07
0.46 AC.
26
058-230-08
0.46 AC.
27
058-230-09
0.46 AC.
28
058-230-10
2.49 AC.
1"=800'
0
LODI
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OLIV
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Exhibit A
AREA OF BENEFIT
LOWER SACRAMENTO RD
KETTLEMAN TO HARNEY
�L
22 2,0
r----------- !�!Meman Ln. Kedeman Ln.
1
2
4
6
7
8
5
9
13A78
upine
20 end Creek
15 16
22
ze
8
21 l f
23
DeBenedettl Park
ul
■� Iii
ommumm
im®immom
Blvd.
06X035
Exhibit B
Summary of Lower Sacramento Road Reimbursements by Parcel
The Lower Sacramento Road Widening Project consisted of reconstructing approximately
6,500 feet of roadway generally between Kettleman Lane and Harney Lane and
Century Boulevard between Sylvan Lane and Lower Sacramento Road. Three contracts were
awarded, two by the City of Lodi and one by San Joaquin County. They consisted of the
Lower Sacramento Road Widening Project (City), Century Boulevard Construct Project (City)
and the Harney Curve Project (County).
The Harney Lane work consisted of removing the old County roadway and reconstructing a new
wider roadway in the approximate same horizontal and vertical location. Right of way was
obtained from the adjacent landowners that would accommodate the full future widening of the
roadway. Dedication of the rights of way was generally traded for the roadway improvements.
Storm drainage facilities were installed to convey runoff from the new roadway to the adjacent
storm drainage basin. Existing overhead PG&E distribution lines, ATT phone lines, and Comcast
cable lines were relocated to the ultimate future location as allowed by the right of way
dedications.
At the time the planning and design studies took place, there was no evidence that development
of the adjacent vacant parcels would occur any time in the near future. At the time of
construction, the City was processing applications for development. Recognizing the City's
preference not to open trench across new streets and the cost savings of constructing utilities
crossing the roadway during a full closure condition, it was determined that many of the future
utilities required to serve the new development could and should be installed concurrently with
the construction of the roadway improvements.
The following provides a property -specific description of the facilities constructed and the cost
share methodology for determining the fair share costs assignment to the property.
Lodi Shopping Center
Site 1: BDC Lodi III/APN 058-030-13
8 -inch Sanitary Sewer Service: 54 feet of pipe was constructed at an existing manhole providing
for a future sanitary sewer service to the site. Another 38 feet of pipe was constructed and a
manhole installed for the connection to provide for a future sanitary sewer connection to the site.
Costs for the pipe and one-half of the manhole is allocated to the site at a price of $18,570.
10 -inch Water Main: 496 feet of pipe was constructed along the frontage of the site. Half of the
cost or 248 feet is allocated to this site for a cost of $12,152.
10 -inch Water Valve and Service Stub: Two 10 -inch service stubs with a valve at the main were
installed along with -86 and 105 feet of 10 -inch water pipe extended to the site. The total cost was
$13,789.
Lodi Electric Utility Conduit Crossing: A gang of (1) 2 -inch conduit, (1) 4 -inch conduit, and
(3) 6 -inch conduits was installed across the street (101.5 feet) at the southerly driveway for future
underground phone, television and electrical power to the site. One half of the cost is allocated to
the site at a price of $4,573.
K:\WP\DEV SERV\CCSetPHAreaofBenefitLwrSac ExB revised.doc I
Future Traffic Signal Conduit: One conduit each of size 2 -inch and 4 -inch were installed the
100 feet across the street. The full cost of $2,390 is allocated to the site.
Design Changes to accommodate the future Lodi Shopping Center Driveway with turn pockets
and the traffic signal were completed by Mark Thomas and Company. One-third of the cost is
allocated to the site at a price of $18,150.
Interim Safety and Traffic Control: In order to prohibit traffic from using the left -turn pockets at
the future driveway location, K -rail and delineators were installed at a cost of $4,692.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$81,748.
Southwest Gateway Group
Site 2: Van Ruiten/APN 058-030-03
Industrial Waste (30 -inch) Realignment: The manhole and stub (27 feet) required for the
realignment of the Industrial Waste Trunkline at the north side of the site is required for the new
development. The cost of these facilities is $7,810.
Domestic Waste (21 -inch) Realignment: The manhole and stub (38 feet) required for the
realignment of the Domestic Waste Trunkline at the north side of the site is required for the new
development. The cost of these facilities is $12,030.
Domestic Waste (42 -inch) Realignment. The pipe segment at Century Boulevard across
Lower Sacramento Road is required for the realignment that is driven by the new development.
The cost of the 218 feet of pipe is $85,020.
Storm Drainage Outfall (I -Basin to G-Basin/Outfall): The 48 -inch pipe segment at
Century Boulevard across Lower Sacramento Road is the outfall line from I -Basin to the WID
Terminal Drainage. The cost of the 242 feet of pipe is $49,610.
10 -inch Water Main: The combined frontage width is 492 feet and 492 feet of water pipe was
constructed along the frontage of the site. Half of the cost or 246 feet is allocated to this site for a
cost of $12,054.
10 -inch Water Valve and Service Stub: Two 10 -inch service stubs with a valve at the main were
installed along with 74 and 131 feet of 10 -inch water pipe extended to the site. The total cost was
$14,475.
Lodi Electric Utility Conduit Crossing: At the south side of Century Boulevard, a 132 -foot
conduit crossing of Lower Sacramento Road was constructed with (2) 2 -inch conduits, (2) 4 -inch
conduits, and (2) 6 -inch conduits. Half of the cost of this crossing was assigned to Site 2. In
addition, an 86 -foot conduit crossing of Century Boulevard on the west side of Lower Sacramento
Road was constructed with (1) 2 -inch conduit, (2) 4 -inch conduits, and (2) 6 -inch conduits. The
cost of this crossing was assigned to Site 2. The total cost for the two conduit crossings is
$13,730.20.
48 -inch Storm Drain (Century Boulevard): The storm drain outlet piping for I -Basin was
constructed in the correct location with the Lower Sacramento Road and Century Boulevard
K:\WP\DEV SERV\CCSetPHAreaofBenefitLwrSac ExB revised.doc 2
projects. The total length of pipe was 447 feet and Site 2 was assigned half of the cost. The cost
of this piping was $86,817.50.
Traffic Signal at Century Boulevard: The traffic signal at this location was assigned one-quarter
to each of the adjoining large parcel sites. The cost of the traffic signal attributed to Site 2 is
$38,325.00.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$351,281.
Site 3: Van Ruiten/APN 058-030-04
10 -inch Water Main: The combined frontage width is 90 feet and 90 feet of water pipe was
constructed along the frontage of the site. Half of the cost or 45 feet is allocated to this site for a
cost of $4,410.
Lodi Electric Utility Conduit Crossing: A 97 -foot conduit crossing of Lower Sacramento Road
was constructed with (3) 2 -inch conduits and (2) 4 -inch conduits for future underground phone,
television and electrical power to the site. One half of the cost is allocated to Site 3 and one half
to Site 21 at a price of $4,910 each.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$10,252.
Site 4: Van Ruiten/APN 058-030-05
10 -inch Water Main: The frontage width is 660 feet and 660 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 330 feet is allocated to this site for a cost of
$16,170.
Water Valves and Service Stubs: One 6 -inch service stub with a 6 -inch valve at the main was
installed along with 70 feet of 6 -inch water pipe extended to the site. One 10 -inch service stub
with a 10 -inch valve at the main and 74 feet of 10 -inch pipe were installed. The total cost was
$9,993.50.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$27,562.
Site 6: Schumacher/APN 058-040-01
10 -inch Water Valve and Service Stub: One 10 -inch service stub with a valve at the main was
installed along with a 68 feet of 10 -inch water pipe extended to the site. The total cost was
$5,547.
Lodi Electric Utility Conduit Crossing: A 107 -foot conduit crossing of Lower Sacramento Road
was constructed with (2) 2 -inch conduits and (1) 4 -inch conduit for future underground phone,
television and electrical power to the site. One half of the cost is allocated to Site 6 and one half
to the park site at a price of $3,309 each.
K:\WP\DEV SERV\CCSetPHAreaofBenefitLwrSac ExB revised.doc 3
Traffic Signal at Century Boulevard: The traffic signal at this location was assigned one-quarter
to each of the adjoining large parcel sites. The cost of the traffic signal attributed to Site 2 is
$38,325.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$147,398.
Site 7: Schumacher/APN 058-040-02
10 -inch Water Valve and Service Stub: One 10 -inch service stub with a valve at the main was
installed along with 72 feet of 10 -inch water pipe extended to the site. The total cost was $5,743.
Lodi Electric Utility Conduit Crossing: A 124 -foot conduit crossing of Lower Sacramento Road
was constructed with (2) 2 -inch conduits and (1) 4 -inch conduit for future underground phone,
television and electrical power to the site. One half of the cost is allocated to Site 7 and one half
to the Vintage Oaks subdivision at a price of $3,844 each.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$10,546.
Site 8: Schumacher/APN 058-040-04
10 -inch Water Main: The frontage width is 317 feet and 317 feet of 10 -inch water pipe was
constructed along the frontage of the site. Half of the cost or 158 feet and half of the cost of the
inline 10 -inch valve is allocated to this site for a cost of $8,849.50.
8 -inch Water Valve and Service Stub: One 8 -inch service stub with a valve at the main was
installed along with 62 feet of 8 -inch water pipe extended to the site. The total cost was $4,095.
Lodi Electric Utility Conduit Crossing: A 119 -foot conduit crossing of Lower Sacramento Road
was constructed with (2) 2 -inch conduits and (1) 4 -inch conduit for future underground phone,
television and electrical power to the site. One half of the cost is allocated to Site 8 and one half
to the City at a price of $3,697 each.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$18,306.
Site 9: Schumacher/APN 058-040-05
10 -inch Water Main (City Project): The frontage width is 167 feet and 167 feet of 10 -inch water
pipe was constructed along the frontage of the site. Half of the cost or 84 feet and half of the cost
of the inline 10 -inch valve is allocated to this site for a cost of $5,223.50.
10 -inch Water Main (County Project): Water main was installed on Lower Sacramento Road and
Harney Lane in lengths of 326 feet and 66 feet, respectively. Half of the cost or 163 feet and 33
feet and half of the cost of the inline 10 -inch valve is allocated to this site for a cost of $15,337.
Lodi Electric Utility Conduit Crossing: One crossing of Lower Sacramento Road [2 -inch (2),
4 -inch (1), 6 -inch (2)] and one crossing of Harney Lane [2 -inch (2), 4 -inch (1), 6 -inch (1)] were
installed. Half of the cost of each is allocated to this site for a cost of $7,312.
K:\WP\DEV SERV\CCSetPHAreaofBenefitLwrSac ExB revised.doc 4
With ten percent added for Engineering and Administration, the total reimbursable cost is
$30,660.
Site 23: Peterson/APN 058-140-52
10 -inch Water Main: The frontage width is 666 feet and 666 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 333 feet is allocated to this site for a cost of
$16,317.
Traffic Signal at Century Boulevard: The traffic signal at this location was assigned one-quarter
to each of the adjoining large parcel sites. The cost of the traffic signal attributed to Site 23 is
$38,325.
Lodi Electric Utility Conduit Crossing: A 150 -foot conduit crossing of Century Boulevard was
constructed with (1) 2 -inch conduit, (1) 4 -inch conduit and (3) 6 -inch conduits for future
underground phone, television and electrical power to the site. The whole cost is allocated to
Site 23 at a price of $11,550.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$72,811.
Site 22: Peterson/APN 058-140-14
10 -inch Water Main: The frontage width is 84 feet and 84 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 42 feet is allocated to this site for a cost of
$2,058.
Lodi Electric Utility Conduit Crossing: A 101.5 -foot conduit crossing of Lower Sacramento Road
was constructed with (1) 2 -inch conduits, (1) 4 -inch conduit and (3) 6 -inch conduits for future
underground phone, television and electrical power to the site. One half of the cost is allocated to
Site 1 and one half to Site 22 at a price of $4,573 each.
With ten percent added for Engineering and Administration, the total reimbursable cost is 7,294.
Site 21: Peterson/APN 058-140-12
10 -inch Water Main: The frontage width is 662 feet and 662 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 331 feet is allocated to this site for a cost of
$16,219.
Water Valves and Service Stubs: One 6 -inch service stub with a 6 -inch valve at the main was
installed along with 16 feet of water pipe extended to the site. One 10 -inch service stub
consisting of 15 feet of 10 -inch pipe was installed. The total cost was $6,257.
Lodi Electric Utility Conduit Crossing: A 97 -foot conduit crossing of Lower Sacramento Road
was constructed with (3) 2 -inch conduits and (2) 4 -inch conduits for future underground phone,
television and electrical power to the site. One half of the cost is allocated to Site 3 and one half
to Site 21 at a price of $4,910 each.
With ten percent added for Engineering and Administration, the total reimbursable cost is 28,292.
K:\WP\DEV SERV\CCSetPHAreaofBenefitLwrSac ExB revised.doc 5
Olive Drive Group
Sites 13 through 20
The group of parcels is combined and the fair share cost assigned to each individual parcel is
based upon acreage. The total acreage of the area is 6.13 acres.
10 -inch Water Main: The frontage width is 778 feet and 778 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 389 feet is allocated to this site for a cost of
$19,061.
8 -inch Water Valve and Service: 11 feet of pipe was constructed and a new valve installed to
provide service to the site. The total cost was $2,310.
8 -inch Sanitary Sewer Service: 54 feet of pipe was constructed at a new manhole providing for a
future sanitary sewer service to the site. A manhole was installed and half the cost was assigned
to this site for a total of $11,540.
18 -inch Storm Drain Service: 31 feet of pipe was constructed at a new manhole providing for a
future storm drain service to the site. A manhole was installed and the whole cost was assigned
to this site because it was the only connection to the manhole. The total cost was $7,525.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$44,480.
Harney Lane (East of Lower Sacramento Road)
Site 10: Havn/APN 058-070-07
10 -inch Water Main: The frontage width is 206 feet and 206 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 103 feet is allocated to this site for a cost of
$7,416. With ten percent added for Engineering and Administration, the total reimbursable cost
is $8,158.
Site 11 Bell/APN 058-070-08
10 -inch Water Main: The frontage width is 206 feet and 206 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 103 feet is allocated to this site for a cost of
$7,416. With ten percent added for Engineering and Administration, the total reimbursable cost
is $8,158.
Site 12 Woods/APN 058-070-09
10 -inch Water Main: The frontage width is 206 feet and 206 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 103 feet is allocated to this site for a cost of
$7,416. With ten percent added for Engineering and Administration, the total reimbursable cost
is $8,158.
K:\WP\DEV SERV\CCSetPHAreaofBenefitLwrSac ExB revised.doc 6
Site 24 Galindo/APN 058-230-06
10 -inch Water Main: The frontage width is 66 feet and 66 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 33 feet is allocated to this site for a cost of
$2,376. With ten percent added for Engineering and Administration, the total reimbursable cost
is $2,614.
Site 25 Stice/APN 058-230-07
10 -inch Water Main: The frontage width is 66 feet and 66 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 33 feet is allocated to this site for a cost of
$2,376. With ten percent added for Engineering and Administration, the total reimbursable cost
is $2,614.
Site 26 Sanchez/APN 058-230-08
10 -inch Water Main: The frontage width is 66 feet and 66 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 33 feet is allocated to this site for a cost of
$2,376. With ten percent added for Engineering and Administration, the total reimbursable cost
is $2,614.
Site 27 Sandoval/APN 058-230-09
10 -inch Water Main: The frontage width is 66 feet and 66 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 33 feet is allocated to this site for a cost of
$2,376. With ten percent added for Engineering and Administration, the total reimbursable cost
is $2,614.
Site 28: Schumacher/APN 058-230-10
10 -inch Water Main (County Project): Water main was installed on Lower Sacramento Road and
Harney Lane in lengths of 326 feet and 380 feet, respectively. Half of the cost or 163 feet and
190 feet and half of the cost of the inline 10 -inch valve is allocated to this site for a cost of
$26,641.
Lodi Electric Utility Conduit Crossing: One crossing of Lower Sacramento Road [2 -inch (2),
4 -inch (1), 6 -inch (2)] and one crossing of Harney Lane [2 -inch (2), 4 -inch (1), 6 -inch (1)] were
installed. Half of the cost of each is allocated to this site for a cost of $7,312.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$37,348.
K:\WP\DEV SERV\CCSetPHAreaofBenefitLwrSac ExB revised.doc 7
City of Lodi Lower Sacramento Road (Kettleman Lane to Harney Lane) EXHIBIT C
Public Works Dept
Reimbursable Costs
ITEM
No.
DESCRIPTION
UNIT QUANTITY
BDC Lodi III
Site No. 1 058-030-13
Van Ruiten
Site No. 3 058-030-04
Van Ruiten
Site No. 2 058-030-03
Van Ruiten
Site No. 4 058-030-05
Howard Investments
Site No. 5 058-030-06
Schumacher
Site No. 6 058-040-01
Unit Price Quantity Total Quantity Total Quantity
Total Quantity Total Quantity Total Quantity Total
LOWER SAC ROAD CONSTRUCTION PROJECT
1
8 -INCH SANITARY SEWER PIPE
LF
146
$ 185.00
92
17,020.00
0.00
0.00
0.00
0.00
0.00
2
21 -INCH SANITARY SEWER PIPE
LF
38
$ 235.00
0.00
0.00
38
8,930.00
0.00
0.00
0.00
3
42 -INCH SANITARY SEWER PIPE
LF
218
$ 390.001
0.001
0.00
218
85,020.00
0.00
0.001
0.00
4
18 -INCH STORM DRAIN PIPE
LF
51
$ 125.001
0.00
0.00
0.00
0.00
0.00
0.00
5
48 -INCH STORM DRAIN PIPE
LF
242
$ 205.00
0.00
0.00
242
49,610.00
0.00
0.00
0.00
6
30 -INCH INDUSTRIAL WASTE PIPE
LF
27
$ 155.00
0.00
0.00
27
4,185.00
0.00
0.00
0.00
7
PIPE MARKERS
EA
23
$ 200.00
0.00
0.00
0.00
0.00
0.00
0.00
8
SIDE INLET CATCH BASIN
EA
17
$ 950.00
0.00
0.00
0.00
0.00
0.00
0.00
9
STORM DRAIN MANHOLE
EA
14
$ 3,650.00
0.00
0.00
0.00
0.00
0.00
0.00
10
SANITARY SEWER MANHOLE
EA
3
$ 3,100.00
0.5
1,550.00
0.00
2
6,200.00
0.00
0.00
0.00
11
INDUSTRIAL WASTE MANHOLE
EA
1
$ 3,625.00
0.00
0.00
0.00
0.00
0.00
0.00
12
10 -INCH WATER PIPE
LF
2,910
$ 49.00
439
21,511.00
90
4,410.00
451
22,099.00
404 19,796.00
0.001
68
3,332.00
13
8 -INCH WATER PIPE
LF 1
110
$ 35.00
0.00
0.00
0.00
0.00
0.00
0.00
14
6 -INCH WATER PIPE
LF
190
$ 26.00
0.00
0.00
0.00
70 1,820.00
0.00
0.00
15
2 -INCH WATER PIPE
EA
3
$ 2,625.00
0.00
0.00
0.00
0.00
0.00
0.00
16
TEMPORARY BLOW -OFF
EA
14
$ 1,150.00
0.00
0.00
0.00
0.00
0.00
0.00
17
WATER VALVE 10 -INCH
EA
16
$ 2,215.00
2
4,430.00
0.00
21
4,430.00
11 2,215.00
0.00
1
2,215.00
18
WATER VALVE 8 -INCH
EA
5
$ 1,925.00
0.00
0.00
0.00
0.00
0.00
0.00
19
WATER VALVE 6 -INCH
EA
2
$ 1,225.00
0.00
0.00
0.00
1 1,225.00
0.00
0.00
20
FIRE HYDRANT ASSEMBLY
EA
2
$ 3,050.00
0.00
0.00
0.00
0.00
0.00
0.00
21
CONDUIT 2 -INCH CROSSINGS
LF
1,610
$ 23.00
51
1,173.00
146
3,358.00
132
3,036.00
0.00
0.00
107
2,461.00
22
CONDUIT 4 -INCH CROSSINGS
LF
912
$ 16.001
51
816.001
97
1,552.00
132
2,112.00
0.00
0.00
531
848.00
23
ICONDUIT 6 -INCH CROSSINGS
LF
572
$ 17.001
152
2,584.00
0.00
132
2,244.00
0.00
0.00
0.00
24
TRAFFIC SIGNAL SYSTEM -CENTURY BLVD
LS
1
$ 153,300.00
0.00
0.00
0.25
38,325.00
0.00
0.00
0.25
38,325.00
25
SIGNAL MODIFICATIONS AT KETTLEMAN/LOWER SAC
LS
1
$ 12,000.00
0.00
0.00
0.00
0.00
0.00
0.00
26
ADD CONDUIT CROSSINGS PER EUD REQUEST
LS
1
$ 20,278.20
0.00
0.00
0.00
0.00
0.00
0.00
CONDUIT 2" CROSSING
LF
336
$ 9.50
100
950.00
0.00
86
817.001
0.00
0.00
0.00
CONDUIT 4" CROSSING
LF
442
$ 14.40
100
1,440.00
0.00
172
2,476.80
0.00
0.00
0.00
CONDUIT 6" CROSSING
LF
622
$ 17.70
0.00
0.00
172
3,044.40
0.00
0.00
0.00
27
DESIGN CHANGES FUTURE TS S/KETTLEMAN
LS
1
$ 55,000.00
0.33
18,150.00
0.00
0.00
0.00
0.00
0.00
MTCO AMENDMENT#3 1/3 COST X55,000
0.00
0.00
0.00
0.00
0.00
0.00
AM STEPHENS K -RAIL RENTAL
LS
$1,500.00
1
1,500.001
0.00
0.00
0.00
0.001
0.00
GEORGE REED INSTALL DELINEATORS
LS
$ 3,192.38
1
3,192.38
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
HARNEY CURVE PROJECT
0.00
0.00
0.00
0.00
0.00
0.00
1
10" WATER PIPE
LF
1,160
$ 72.00
0.00
0.00
0.00
0.00
0.00
0.00
2
10" WATER VALVE
EA
5
$ 2,450.00
0.00
0.00
0.00
0.00
0.00
0.00
3
4" BLOW OFF
EA
2
$ 2,100.00
0.00
0.00
0.00
0.00
0.00
0.00
4
EUD CONDUIT CROSSINGS LSR HARNEY
0.00
0.00
0.00
0.00
0.00
0.00
WEST CROSSING HARNEY 70 LF 1/4 COST
LS
1
$ 4,875.00
0.00
0.00
0.00
0.00
0.00
0.00
EAST CROSSING HARNEY 70 LF 1/4 COST
LS
1
$ 4,875.00
0.00
0.00
0.00
0.00
0.00
0.00
NORTH CROSSING LSR 120 LF 1/2 COST
LS
1
$ 9,749.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
CENTURY BLVD CONSTRUCTION PROJECT
0.00
0.00
0.00
0.00
0.00
0.00
1
48" STORM DRAIN PIPE
LF
847
$ 205.00
0.00
0.001
423.5
86,817.50
0.001
0.00
423.5
86,817.50
TOTAL CONSTRUCTION COSTS
$
74,316.38
$
9,320.00
$ 319,346.70
$ 25,056.00
$
$
133,998.50
10% ENGINEERING & ADMINISTRATION!$
7,431.64
$
932.001
$ 31,934.67 1
1 $ 2,505.601
1 $
$
13,399.85
TOTAL REIMBURSABLE COSTS 1
1
$
81,748.02
$
10,252.001
$ 351,281.37 1
1 $ 27,561.601
1 $
$
147,398.35
K:\WP\DEV_SERV\ccPHAreaofBeneftLwrSac_ReimbumableCosls.xlsTotal Project 1 3/9/2007
City of Lodi Lower Sacramento Road (Kettleman Lane to Harney Lane) EXHIBIT C
Public Works Dept
Reimbursable Costs
ITEM
No.
DESCRIPTION
UNIT QUANTITY
Schumacher
Site No. 7 058-040-02
Schumacher
Site No. 8 058-040-04
Schumacher
Site No. 9 058-040-05
Schumacher
Site No. 28 058-230-10
Kubota
058-230-04
Peterson
Site No. 23 058-140-52
Unit Price Quantity Total Quantity Total Quantity
Total Quantity Total
Quantity Total
Quantity Total
LOWER SAC ROAD CONSTRUCTION PROJECT
PAID
1
8 -INCH SANITARY SEWER PIPE
LF
146
$ 185.00
0.00
0.00
0.00
0.00
$
0.00
2
21 -INCH SANITARY SEWER PIPE
LF
38
$ 235.00
0.00
0.00
0.00
0.00
$
0.00
3
42 -INCH SANITARY SEWER PIPE
LF
218
$ 390.001
0.001
0.00
0.00
0.00
$
0.00
4
18 -INCH STORM DRAIN PIPE
LF
51
$ 125.001
0.00
0.00
0.00
0.00
$
0.00
5
48 -INCH STORM DRAIN PIPE
LF
242
$ 205.00
0.00
0.00
0.00
0.00
$
0.00
6
30 -INCH INDUSTRIAL WASTE PIPE
LF
27
$ 155.00
0.00
0.00
0.00
0.00
$
0.00
7
PIPE MARKERS
EA
23
$ 200.00
0.00
0.001
0.00
0.00
1 $
0.00
8
SIDE INLET CATCH BASIN
EA
17
$ 950.00
0.00
0.00
0.00
0.00
$
0.00
9
STORM DRAIN MANHOLE
EA
14
$ 3,650.00
0.00
0.00
0.00
0.00
$
0.00
10
SANITARY SEWER MANHOLE
EA
3
$ 3,100.00
0.00
0.00
0.00
0.00
$
0.00
11
INDUSTRIAL WASTE MANHOLE
EA
1
$ 3,625.00
0.00
0.00
0.00
0.00
$
0.00
12
10 -INCH WATER PIPE
LF
2,910
$ 49.00
72
3,528.00
158
7,742.00
84
4,116.00
0.00
$
333
16,317.00
13
8 -INCH WATER PIPE
LF
110
$ 35.00
0.001
62
2,170.00
0.00
0.00
$
0.00
14
6 -INCH WATER PIPE
LF
190
$ 26.00
0.00
0.00
0.00
0.00
$
0.00
15
2 -INCH WATER PIPE
EA 1
3
$ 2,625.00
0.00
0.00
0.00
0.00
$
0.00
16
TEMPORARY BLOW -OFF
EA
14
$ 1,150.00
0.00
0.00
0.00
0.00
$
0.00
17
WATER VALVE 10 -INCH
EA
16
$ 2,215.00
1
2,215.00
0.5
1,107.50
0.5
1,107.50
0.00
1 $
0.00
18
WATER VALVE 8 -INCH
EA
5
$ 1,925.00
0.00
1
1,925.00
0.00
0.00
$
0.00
19
WATER VALVE 6 -INCH
EA
2
$ 1,225.00
0.00
0.00
0.00
0.00
$
0.00
20
FIRE HYDRANT ASSEMBLY
EA
2
$ 3,050.00
0.00
0.00
0.00
0.00
$
0.00
21
CONDUIT 2 -INCH CROSSINGS
LF
1,610
$ 23.00
124
2,852.00
119
2,737.00
0.00
0.00
$
0.00
22
CONDUIT 4 -INCH CROSSINGS
LF
912
$ 16.00
62
992.00
60
960.00
0.00
0.00
$
0.00
23
CONDUIT 6 -INCH CROSSINGS
LF
572
$ 17.00
0.001
0.00
0.00
0.00
$
0.00
24
TRAFFIC SIGNAL SYSTEM -CENTURY BLVD
LS
1
$ 153,300.00
0.00
0.00
0.00
0.00
$
0.25
38,325.00
25
ISIGNAL MODIFICATIONS AT KETTLEMAN/LOWER SAC
LS
1
$ 12,000.00
0.00
1
0.00
1 0.00
0.00
$
0.00
26
ADD CONDUIT CROSSINGS PER EUD REQUEST
LS
1
$ 20,278.20
0.00
0.00
0.00
0.00
$
0.00
CONDUIT 2" CROSSING
LF
336
$ 9.50
0.00
0.00
0.00
0.00
1 $
150
1,425.00
CONDUIT 4" CROSSING
LF
442
$ 14.40
0.00
0.00
0.00
0.00
$
150
2,160.00
CONDUIT 6" CROSSING
LF
622
$ 17.70
0.00
0.00
0.00
0.00
$
450
7,965.00
27
DESIGN CHANGES FUTURE TS S/KETTLEMAN
LS
1
$ 55,000.00
0.00
0.00
0.00
0.00
$
0.00
MTCO AMENDMENT#3 1/3 COST X55,000
0.00
0.00
0.00
0.00
$
0.00
AM STEPHENS K -RAIL RENTAL
LS
$1,500.00
0.00
0.00
0.00
0.00
0.00
GEORGE REED INSTALL DELINEATORS
LS
$ 3,192.381
0.00
0.001
0.00
0.00
0.00
0.00
0.00
0.00
0.00
$
0.00
HARNEY CURVE PROJECT
0.00
0.00
0.00
1
0.00
$
0.00
1
10" WATER PIPE
LF
1,160
$ 72.00
0.00
0.00
196
14,112.00
353
25,416.00
$
0.00
2
10" WATER VALVE
EA
5
$ 2,450.00
0.00
0.00
0.5
1,225.00
0.5
1,225.00
1 $
0.00
3
4" BLOW OFF
EA
2
$ 2,100.00
0.00
0.00
0.00
0.00
$
0.00
4
EUD CONDUIT CROSSINGS LSR HARNEY
0.00
0.00
0.00
0.00
$
0.00
WEST CROSSING HARNEY 70 LF 1/4 COST
LS
1
$ 4,875.00
0.00
0.00
0.5
2,437.50
0.5
2,437.50
$
0.00
EAST CROSSING HARNEY 70 LF 1/4 COST
LS
1
$ 4,875.00
0.00
0.00
0.00
0.00
$
0.00
NORTH CROSSING (LSR) 120 LF 1/2 COST
LS
1
$ 9,749.00
0.00
0.00
0.5
4,874.50
0.5
4,874.50
$
0.00
0.00
1
0.001
0.00
0.00
$
0.00
CENTURY BLVD CONSTRUCTION PROJECT
0.00
0.00
0.001
1
0.00
$
0.00
1
48" STORM DRAIN PIPE
LF
847
$ 205.00
0.00
0.00
0.00
0.00
$
0.00
TOTAL CONSTRUCTION COSTS
$
9,587.00
$
16,641.50
$ 27,872.50
$
33,953.00
$
$
66,192.00
10%ENGINEERING&ADMINISTRATION
$
958.70
$
1,664.15
$ 2,787.25
$
3,395.30
$
6,619.20
TOTAL REIMBURSABLE COSTS I
$
10,545.70
$
18,305.65
$ 30,659.75 1
$
72,811.20
K:\WP\DEV_SERV\ccPHAreaofBeneftLwrSac_ReimbumableCosls.xlsTotal Project 2 3/9/2007
City of Lodi Lower Sacramento Road (Kettleman Lane to Harney Lane) EXHIBIT C
Public Works Dept
Reimbursable Costs
ITEM
No.
DESCRIPTION
UNIT QUANTITY
Peterson
Site No. 21 058-140-12
Peterson
Site No. 22 058-140-14
Herman
Site No. 15 058-140-06
Amigable
Site No. 19 058-140-10
Frame
Site No. 13 058-140-04
Ramazan
Site No. 14 058-140-05
Unit Price Quantity Total Quantity Total Quantity Total Quantity Total Quantity Total
Quantity Total
LOWER SAC ROAD CONSTRUCTION PROJECT
14.68%
5.87%
16.80%
23.98%
1
8 -INCH SANITARY SEWER PIPE
LF
146
$ 185.00
0.00
0.00
0.00
0.00
0.00
0.00
2
21 -INCH SANITARY SEWER PIPE
LF
38
$ 235.00
0.00
0.00
0.00
0.00
0.00
0.00
3
42 -INCH SANITARY SEWER PIPE
LF
218
$ 390.001
0.001
0.001
0.00
0.00
0.00
0.00
4
18 -INCH STORM DRAIN PIPE
LF
51
$ 125.001
0.00
0.00
0.00
0.00
0.00
0.00
5
48 -INCH STORM DRAIN PIPE
LF
242
$ 205.00
0.00
0.00
0.00
0.00
0.00
0.00
6
30 -INCH INDUSTRIAL WASTE PIPE
LF
27
$ 155.00
0.00
0.00
0.00
0.00
0.00
0.00
7
PIPE MARKERS
EA
23
$ 200.00
0.00
0.00
0.00
1 0.00
0.00
0.00
8
SIDE INLET CATCH BASIN
EA
17
$ 950.00
0.00
0.00
0.00
0.00
0.00
0.00
9
STORM DRAIN MANHOLE
EA
14
$ 3,650.00
0.00
0.00
0.00
0.00
0.00
0.00
10
SANITARY SEWER MANHOLE
EA
3
$ 3,100.00
0.00
0.00
0.00
0.00
0.00
0.00
11
INDUSTRIAL WASTE MANHOLE
EA
1
$ 3,625.00
0.00
0.00
0.00
0.00
0.00
0.00
12
10 -INCH WATER PIPE
LF
2,910
$ 49.00
346
16,954.00
42
2,058.00
0.00
0.00
0.00
0.00
13
8 -INCH WATER PIPE
LF
110
$ 35.00 1
0.001
0.001
0.00
0.00
0.00
0.00
14
6 -INCH WATER PIPE
LF
190
$ 26.00
16
416.00
0.00
0.00
0.00
0.00
0.00
15
2 -INCH WATER PIPE
EA 1
3
$ 2,625.00
0.00
0.00
0.00
0.00
0.00
0.00
16
TEMPORARY BLOW -OFF
EA
14
$ 1,150.00
0.00
0.00
0.00
0.00
0.00
0.00
17
WATER VALVE 10 -INCH
EA
16
$ 2,215.00
1
2,215.00
0.00
0.00
0.00
0.00
0.00
18
WATER VALVE 8 -INCH
EA
5
$ 1,925.00
0.00
0.00
0.00
0.00
1 0.00
0.00
19
WATER VALVE 6 -INCH
EA
2
$ 1,225.00
1
1,225.00
0.00
0.00
0.00
0.00
1 0.00
20
FIRE HYDRANT ASSEMBLY
EA
2
$ 3,050.00
0.00
0.00
0.00
0.00
0.00
0.00
21
CONDUIT 2 -INCH CROSSINGS
LF
1,610
$ 23.00
146
3,358.00
51
1,173.00
0.00
0.00
0.00
0.00
22
CONDUIT 4 -INCH CROSSINGS
LF
912
$ 16.00
97
1,552.00
51
816.00
0.00
0.00
0.00
0.00
23
CONDUIT 6 -INCH CROSSINGS
LF
572
$ 17.001
0.001
152
2,584.00
0.00
0.00
0.00
0.00
24
TRAFFIC SIGNAL SYSTEM -CENTURY BLVD
LS
1
$ 153,300.00
0.00
0.00
0.00
0.00
0.00
0.00
25
ISIGNAL MODIFICATIONS AT KETTLEMAN/LOWER SAC
LS
1
$ 12,000.00
0.00
0.00
0.00
0.00
0.00
0.00
26
ADD CONDUIT CROSSINGS PER EUD REQUEST
LS
1
$ 20,278.20
0.00
0.00
0.00
0.00
0.00
0.00
CONDUIT 2" CROSSING
LF
336
$ 9.50
0.00
0.00
0.00
0.00
0.00
0.00
CONDUIT 4" CROSSING
LF
442
$ 14.40
0.00
0.00
0.00
0.00
0.00
0.00
CONDUIT 6" CROSSING
LF
622
$ 17.70
0.00
0.00
0.00
1 0.00
0.00
0.00
27
DESIGN CHANGES FUTURE TS S/KETTLEMAN
LS
1
$ 55,000.00
0.00
0.00
0.00
0.00
0.00
0.00
MTCO AMENDMENT#3 1/3 COST X55,000
0.00
0.00
0.00
0.00
0.00
0.00
AM STEPHENS K -RAIL RENTAL
LS
$1,500.00
0.00
0.00
0.00
0.00
0.00
0.00
GEORGE REED INSTALL DELINEATORS
LS
$ 3,192.381
0.001
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
HARNEY CURVE PROJECT
0.00
0.00
0.00
0.00
0.00
0.00
1
10" WATER PIPE
LF
1,160
$ 72.00
0.00
0.00
0.00
0.00
0.00
0.00
2
10" WATER VALVE
EA
5
$ 2,450.00
0.00
0.00
0.00
0.00
0.00
0.00
3
4" BLOW OFF
EA
2
$ 2,100.00
0.00
0.00
0.00
0.00
0.00
0.00
4
EUD CONDUIT CROSSINGS LSR HARNEY
0.00
0.00
0.00
1 0.00
0.00
0.00
WEST CROSSING HARNEY 70 LF 1/4 COST
LS
1
$ 4,875.00
0.00
0.00
0.00
0.00
0.00
0.00
EAST CROSSING HARNEY 70 LF 1/4 COST
LS
1
$ 4,875.00
0.00
0.00
0.00
0.00
0.00
0.00
NORTH CROSSING (LSR) 120 LF 1/2 COST
LS
1
$ 9,749.00
0.00
0.00
0.00
0.00
0.00
0.00
0.001
0.00
0.00
0.00
0.00
0.00
CENTURY BLVD CONSTRUCTION PROJECT
I I
1
0.001
0.00
0.00
0.00
0.00
0.00
1
48" STORM IN PIPE
LF
847
$ 205.001
1
0.001
0.00
0.00
0.00
0.00
0.00
TOTAL CONSTRUCTION COSTS
$
25 101
6,631.00
$ 5,936.77
$ 2,374.71
$ 6,794.30
$ 9,696.72
10%ENGINEERING&ADMINISTRATION
$
2,572.00
$
663.70
$ 593.68
$ 237.47
$ 679.43
$ 969.67
TOTAL REIMBURSABLE COSTS
$
28,292.00
$
7,294.10
$ 6,530.45
$ 2,612.18
$ 7,473.73
$ 10,666.40
K:\WP\DEV_SERV\ccPHAreaofBeneftLwrSac_ReimbumableCosls.xlsTotal Project 3 3/9/2007
City of Lodi Lower Sacramento Road (Kettleman Lane to Harney Lane) EXHIBIT C
Public Works Dept
Reimbursable Costs
ITEM
No.
DESCRIPTION
UNIT QUANTITY
Del Rio
Site No. 16 058-140-07
Hall
Site No. 17 058-140-08
Del Rio
Site No. 18 058-140-09
Zane
Site No. 20 058-140-11
Galindo
Site No. 24 058-230-06
Stice
Site No. 25 058-230-07
Unit Price Quantity Total Quantity Total Quantity Total Quantity Total Quantity Total
Quantity Total
LOWER SAC ROAD CONSTRUCTION PROJECT
11.75%
11.42%
5.87%
9.62%
1
8 -INCH SANITARY SEWER PIPE
LF
146
$ 185.00
0.00
0.00
0.00
0.00
0.00
0.00
2
21 -INCH SANITARY SEWER PIPE
LF
38
$ 235.00
0.00
0.00
0.00
0.00
0.00
0.00
3
42 -INCH SANITARY SEWER PIPE
LF
218
$ 390.001
0.001
0.00
0.00
0.00
0.00
0.00
4
18 -INCH STORM DRAIN PIPE
LF
51
$ 125.001
0.00
0.00
0.00
0.00
0.00
0.00
5
48 -INCH STORM DRAIN PIPE
LF
242
$ 205.00
0.00
0.00
0.00
0.00
0.00
0.00
6
30 -INCH INDUSTRIAL WASTE PIPE
LF
27
$ 155.00
0.00
0.00
0.00
0.00
0.00
0.00
7
PIPE MARKERS
EA
23
$ 200.00
0.00
0.001
0.00
1 0.00
1 0.00
1 0.00
8
SIDE INLET CATCH BASIN
EA
17
$ 950.00
0.00
0.00
0.00
0.00
0.00
0.00
9
STORM DRAIN MANHOLE
EA
14
$ 3,650.00
0.00
0.00
0.00
0.00
0.00
0.00
10
SANITARY SEWER MANHOLE
EA
3
$ 3,100.00
0.00
0.00
0.00
0.00
0.00
0.00
11
INDUSTRIAL WASTE MANHOLE
EA
1
$ 3,625.00
0.00
0.00
0.00
0.00
0.00
0.00
12
10 -INCH WATER PIPE
LF
2,910
$ 49.00
0.00
0.00
0.00
0.00
0.00
0.00
13
8 -INCH WATER PIPE
LF
110
$ 35.00
0.001
0.00
0.00
0.00
0.00
0.00
14
6 -INCH WATER PIPE
LF
190
$ 26.00
0.00
0.00
0.00
0.00
0.00
0.00
15
2 -INCH WATER PIPE
EA 1
3
$ 2,625.00
0.00
0.00
0.00
0.00
0.00
0.00
16
TEMPORARY BLOW -OFF
EA
14
$ 1,150.00
0.00
0.00
0.00
0.00
0.00
0.00
17
WATER VALVE 10 -INCH
EA
16
$ 2,215.00
0.00
0.00
0.00
0.00
1 0.00
1 0.00
18
WATER VALVE 8 -INCH
EA
5
$ 1,925.00
0.00
0.00
0.00
0.00
0.00
0.00
19
WATER VALVE 6 -INCH
EA
2
$ 1,225.00
0.00
0.00
0.00
0.00
0.00
0.00
20
FIRE HYDRANT ASSEMBLY
EA
2
$ 3,050.00
0.00
0.00
0.00
0.00
0.00
0.00
21
CONDUIT 2 -INCH CROSSINGS
LF
1,610
$ 23.00
0.00
0.00
0.00
0.00
0.00
0.00
22
CONDUIT 4 -INCH CROSSINGS
LF
912
$ 16.00
0.00
0.00
0.00
0.00
0.00
0.00
23
CONDUIT 6 -INCH CROSSINGS
LF
572
$ 17.00
0.001
0.00
0.00
0.00
0.00
0.00
24
TRAFFIC SIGNAL SYSTEM -CENTURY BLVD
LS
1
$ 153,300.00 1
0.00
0.00
0.00
0.00
0.00
0.00
25
ISIGNAL MODIFICATIONS AT KETTLEMAN/LOWER SAC
LS
1
$ 12,000.00
0.00
0.00
0.001
0.00
0.00
0.00
26
ADD CONDUIT CROSSINGS PER EUD REQUEST
LS
1
$ 20,278.20
0.00
0.00
0.00
0.00
0.00
0.00
CONDUIT 2" CROSSING
LF
336
$ 9.50
0.00
0.00
0.00
0.001
0.00
1 0.00
CONDUIT 4" CROSSING
LF
442
$ 14.40
0.00
0.00
0.00
0.00
0.00
0.00
CONDUIT 6" CROSSING
LF
622
$ 17.70
0.00
0.00
0.00
0.00
0.00
0.00
27
DESIGN CHANGES FUTURE TS S/KETTLEMAN
LS
1
$ 55,000.00
0.00
0.00
0.00
0.00
0.00
0.00
MTCO AMENDMENT#3 1/3 COST X55,000
0.00
0.00
0.00
0.00
0.00
0.00
AM STEPHENS K -RAIL RENTAL
LS
$1,500.00
0.00
0.00
0.00
0.00
0.00
0.00
GEORGE REED INSTALL DELINEATORS
LS
$ 3,192.381
0.001
0.00
1 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
HARNEY CURVE PROJECT
0.00
0.00
0.00
0.00
0.00
0.00
1
10" WATER PIPE
LF
1,160
$ 72.00
0.00
0.00
0.00
1 0.00
33 2,376.00
33 2,376.00
2
10" WATER VALVE
EA
5
$ 2,450.00
0.00
0.00
0.00
0.001
0.00
1 0.00
3
4" BLOW OFF
EA
2
$ 2,100.00
0.00
0.00
0.00
0.00
0.00
0.00
4
EUD CONDUIT CROSSINGS LSR HARNEY
0.00
0.00
0.00
0.00
0.00
0.00
WEST CROSSING HARNEY 70 LF 1/4 COST
LS
1
$ 4,875.00
0.00
0.00
0.00
0.00
0.00
0.00
EAST CROSSING HARNEY 70 LF 1/4 COST
LS
1
$ 4,875.00
0.00
0.00
0.00
0.00
0.00
0.00
NORTH CROSSING (LSR) 120 LF 1/2 COST
LS
1
$ 9,749.00
0.00
0.00
0.00
0.00
0.00
0.00
0.001
1 0.00
0.00
0.000.00
0.00
CENTURY BLVD CONSTRUCTION PROJECT
I I
1 0.001
1 0.001
1 0.00
0.00
0.00
0.00
1
48" STORM IN PIPE
LF
847
$ 205.001
1 0.001
1 0.001
1 0.001
0.00
0.00
0.00
TOTAL CONSTRUCTION COSTS
$ 4,749.42
$ 4,617.49
$ 2,374.71 1
$ 3,891.881
$ 2,376.00
$ 2,376.00
10% ENGINEERING & ADMINISTRATION1$
474.941
1 $ 461.751
1 $ 237.471
1 $ 389.19
$ 237.60
$ 237.60
TOTAL REIMBURSABLE COSTS
$ 5,224.36
$ 5,079.24
$ 2,612.18
$ 4,281.07
$ 2,613.60
$ 2,613.60
K:\WP\DEV_SERV\ccPHAreaofBeneftLwrSac_ReimbumableCosls.xlsTotal Project 4 3/9/2007
City of Lodi Lower Sacramento Road (Kettleman Lane to Harney Lane) EXHIBIT C
Public Works Dept
Reimbursable Costs
ITEM
No.
DESCRIPTION
UNIT QUANTITY
Sanchez
Site No. 26 058-230-08
Sandoval
Site No. 27 058-230-09
Woods
Site No. 12 058-070-09
Bell
Site No. 11 058-070-08
Hayn
Site No. 10 058-070-07
Unit Price Quantity Total Quantity Total Quantity Total Quantity Total
Quantity Total
LOWER SAC ROAD CONSTRUCTION PROJECT
1
8 -INCH SANITARY SEWER PIPE
LF
146
$ 185.00
0.00
0.00
0.00
0.00
0.00
2
21 -INCH SANITARY SEWER PIPE
LF
38
$ 235.00
0.00
0.00
0.00
0.00
0.00
3
42 -INCH SANITARY SEWER PIPE
LF
218
$ 390.001
0.001
0.001
0.00
0.00
0.00
4
18 -INCH STORM DRAIN PIPE
LF
51
$ 125.001
0.00
0.00
0.00
0.00
0.00
5
48 -INCH STORM DRAIN PIPE
LF
242
$ 205.00
0.00
0.00
0.00
0.00
0.00
6
30 -INCH INDUSTRIAL WASTE PIPE
LF
27
$ 155.00
0.00
0.00
0.00
0.00
0.00
7
PIPE MARKERS
EA
23
$ 200.00
0.00
0.00
0.00
0.001
0.00
8
SIDE INLET CATCH BASIN
EA
17
$ 950.00
0.00
0.00
0.001
0.00
0.00
9
STORM DRAIN MANHOLE
EA
14
$ 3,650.00
0.00
0.00
0.00
0.00
0.00
10
SANITARY SEWER MANHOLE
EA
3
$ 3,100.00
0.00
0.00
0.00
0.00
0.00
11
INDUSTRIAL WASTE MANHOLE
EA
1
$ 3,625.00
0.00
0.00
0.00
0.00
0.00
12
10 -INCH WATER PIPE
LF
2,910
$ 49.00
0.00
0.00
0.00
0.00
0.00
13
8 -INCH WATER PIPE
LF 1
110
$ 35.00 1
0.001
0.001
0.00
0.00
0.00
14
6 -INCH WATER PIPE
LF
190
$ 26.00
0.00
0.00
0.00
0.00
0.00
15
2 -INCH WATER PIPE
EA
3
$ 2,625.00
0.00
0.00
0.00
0.00
0.00
16
TEMPORARY BLOW -OFF
EA
14
$ 1,150.00
0.00
0.00
0.00
0.00
0.00
17
WATER VALVE 10 -INCH
EA
16
$ 2,215.00
0.00
0.00
0.00
0.00
0.00
18
WATER VALVE 8 -INCH
EA
5
$ 1,925.00
0.00
0.00
0.00
0.00
0.00
19
WATER VALVE 6 -INCH
EA
2
$ 1,225.00
0.00
0.00
0.00
0.00
0.00
20
FIRE HYDRANT ASSEMBLY
EA
2
$ 3,050.00
0.00
0.00
0.00
0.00
0.00
21
CONDUIT 2 -INCH CROSSINGS
LF
1,610
$ 23.00
0.00
0.00
0.00
0.00
0.00
22
CONDUIT 4 -INCH CROSSINGS
LF
912
$ 16.001
0.00
0.00
0.00
0.00
0.00
23
ICONDUIT 6 -INCH CROSSINGS
LF
572
$ 17.00
0.00
1 0.00
0.00
0.00
0.00
24
TRAFFIC SIGNAL SYSTEM -CENTURY BLVD
LS
1
$ 153,300.00
0.00
0.00
0.00
0.00
0.00
25
SIGNAL MODIFICATIONS AT KETTLEMAN/LOWER SAC
LS
1
$ 12,000.00
0.00
0.00
1 0.00
0.00
0.00
26
ADD CONDUIT CROSSINGS PER EUD REQUEST
LS
1
$ 20,278.20
0.00
0.00
0.00
0.00
0.00
CONDUIT 2" CROSSING
LF
336
$ 9.50
0.00
0.00
0.00
0.00
0.00
CONDUIT 4" CROSSING
LF
442
$ 14.40
0.00
0.00
0.00
0.00
0.00
CONDUIT 6" CROSSING
LF
622
$ 17.70
0.00
0.00
0.00
0.00
0.00
27
DESIGN CHANGES FUTURE TS S/KETTLEMAN
LS
1
$ 55,000.00
0.00
0.00
0.00
0.00
0.00
MTCO AMENDMENT#3 1/3 COST X55,000
1
0.001
0.00
0.00
0.00
0.00
AM STEPHENS K -RAIL RENTAL
LS
$1,500.00
0.00
0.00
0.00
0.00
0.00
GEORGE REED INSTALL DELINEATORS
LS
$ 3,192.38
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.001
0.00
HARNEY CURVE PROJECT
0.00
0.00
0.001
0.00
1 0.00
1
10" WATER PIPE
LF
1,160
$ 72.00
33 2,376.00
33 2,376.00
103 7,416.00
103 7,416.00
1031 7,416.00
2
10" WATER VALVE
EA
5
$ 2,450.00
0.00
0.00
0.00
0.00
0.00
3
4" BLOW OFF
EA
2
$ 2,100.00
0.00
0.00
0.00
0.00
0.00
4
EUD CONDUIT CROSSINGS LSR HARNEY
0.00
0.00
0.00
0.00
0.00
WEST CROSSING HARNEY 70 LF 1/4 COST
LS
1
$ 4,875.00
0.00
0.00
0.00
0.00
0.00
EAST CROSSING HARNEY 70 LF 1/4 COST
LS
1
$ 4,875.00 1
0.001
0.00
0.00
0.00
0.00
NORTH CROSSING (LSR) 120 LF 1/2 COST
LS
1
$ 9,749.00
0.00
0.00
0.00
1 0.00
0.00
0.00
0.00
0.00
0.00
0.00
CENTURY BLVD CONSTRUCTION PROJECT I
1
0.00
0.00
0.00
0.00
0.00
1
48" STORM DRAIN PIPE
LF
847
$ 205.00
0.00
0.00
0.00
0.00
0.00
TOTAL CONSTRUCTION COSTS
$ 2,376.00
$ 2,376.00
$ 7,416.00
$ 7,416.00
$ 7,416.00
10% ENGINEERING & ADMINISTRATION1$
237.60
$ 237.60
$ 741.60
$ 741.601
$741.60
TOTAL REIMBURSABLE COSTS 1
1
$ 2,613.60
$ 2,613.60
$ 8,157.60
$ 8,157.601
$ 8,157.60
K:\WP\DEV_SERV\ccPHAreaofBeneftLwrSac_ReimbumableCosls.xlsTotal Project 5 3/9/2007
When Recorded, Return to:
City of Lodi City Clerk's Office
P.O. box 3006
Lodi, CA 96241-1910
RESOLUTION NO. 2007-52
A RESOLUTION OF THE LODI CITY COUNCIL ESTABLISHING
AN ARIA OF BENEFIT AND REIMBURSABLE COSTS FOR
LOWER SACRAMENTO ROAD (KETTLEMAN LANE TO
HARNEY LANE) IMPROVEMENTS
WHEREAS, as pert of the City's Lower Sacramento Road (Kettleman Lane to Harney
Lane) project and San Joaquin County's Harney Cure project, more than $902,905 in public
improvements were constructed that benefit the adjacent parcels and would be required to be
installed at the time of development of those parcels. To recover those costs, staff recommends
formation of an Area of Benefit pursuant to Lodi Municipal Code (LMC) §16.40.030, as shown
on Exhibit A and Exhibit B attached; and
WHEREAS, generally, the improvements included the installation of water, sewer, storm
drain, traffic signal, and dry utility conduits that are not required for the roadway project, but
were installed to avoid trenching in the new roadway in the future; and
WHEREAS, pursuant to LMC Section 16.40.030, the costs of improvements installed by
the City that benefit adjacent properties and would be required of the properties upon
development are reimbursable to the City, as shown in Exhibit C attached.
NOW, THEREFORE, BE IT RESOLVED by the Lodi City Council that:
a) The City Council hereby establishes an Area of Benefit as shown on Exhibit A.
b) A summary by category of reimbursable improvements for each parcel is
provided in Exhibit B. This exhibit also provides an explanation of how the
benefit was determined for each category.
C) The reimbursable costs for each of the benefiting properties have been
calculated and are shown in Exhibit C. The total reimbursement to the City is
calculated to be $902,905.
d) Payment of reimbursement costs will be a condition of approval for any future
complete applications for entitlements, including development plans,
development agreements, tentative subdivision maps, lot line adjustments, and
final maps for the benefiting parcel groups. For payment collection purposes,
some of the benefiting parcels have been segregated into the following groups as
shown on Exhibit B:
1. Lodi Shopping Center $ 81,748
2. Olve Drive Group $ 44,480
3. Paterson Group $108,397
4. Southwest Gateway Group $596,004
Total reimbursement costs for all parcels within a given group will be payable at
the time of City Council approval of a subdivision map within each group and the
amount collected would be prorated based upon the area of the subdivision map.
e) Pursuant to LMC Section 15.64.080, the reimbursable amount will be adjusted
annually to include an amount attributable to interest, which will be based on the
change in the Engineering News Record (ENR) 20 Cities Construction Cost
Index from January 1, 2006 to January 1s' of the year of reimbursement. The
beginning ENR index is 7660.
f) In conformance with LMC 16.40, the City Council has conducted a public hearing
and hereby establishes an Area of Benefit and Reimbursable Costs to recover
the cost of improvements constructed with the Lower Sacramento Road
(Kettleman Lane to Harney Lane) project that benefit adjacent properties.
Dated: March 21, 2007
I hereby certify that Resolution No. 2007-52 was passed and adopted by the Lodi City
Council in a regular meeting held March 21, 2007, by the following vote:
AYES: COUNCIL MEMBERS — Hansen, Hitchcock, Katzakian, Mounce, and
Mayor Johnson
NOES: COUNCIL MEMBERS — None
ABSENT: COUNCIL MEMBERS — None
ABSTAIN: COUNCIL MEMBERS — None
ka; ohI
City Clerk
2007-52
F=----- — --- - —1
cpAlmabL CITY OF LODI
PUBLIC WORKS DEPARTMENT
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.� Exhibit A
AREA OF BENEFIT
LOWER SACRAMENTO RD
TTLEMAN TO HARNEY
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1
21
2 4
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Exhibit B
Summary of Lower Sacramento Road Reimbursements by Parcel
The Lower Sacramento Road Widening Project consisted of reconstructing approximately
6,500 feet of roadway generally between Kettleman Lane and Harney Lane and
Century Boulevard between Sylvan Lane and Lower Sacramento Road. Three contracts were
awarded, two by the City of Lodi and one by San Joaquin County. They consisted of the
Lower Sacramento Road Widening Project (City), Century Boulevard Construct Project (City)
and the Marney Curve Project (County).
The Harney Lane work consisted of removing the old County roadway and reconstructing a new
wider roadway in the approximate same horizontal and vertical location. Right of way was
obtained from the adjacent landowners that would accommodate the full future widening of the
roadway. Dedication of the rights of way was generally traded for the roadway improvements.
Storm drainage facilities were installed to convey runoff from the new roadway to the adjacent
storm drainage basin. Existing overhead PG&E distribution lines, ATT phone lines, and Comcast
cable lines were relocated to the ultimate future location as allowed by the right of way
dedications.
At the time the planning and design studies took place, there was no evidence that development
of the adjacent vacant parcels would occur any time in the near future. At the time of
construction, the City was processing applications for development. Recognizing the City's
preference not to open trencb across new streets and the cost savings of constructing utilities
crossing the roadway during a full closure condition, it was determined that many of the future
utilities required to serve the new development could and should be installed concurrently with
the construction of the roadway improvements.
The following provides a property -specific description of the facilities constructed and the cost
share methodology for determining the fair share costs assignment to the property.
Lodi Slopping Center
Site 1: BDC Lodi III/APN 058-030-13
9 -inch Sanitary Sewer Service: 54 feet of pipe was constructed at an existing manhole providing
for a future sanitary sewer service to the site. Another 38 feet of pipe was constructed and a
manhole installed for the connection to provide for a future sanitary sewer connection to the site.
Costs for the pipe and one-half of the manhole is allocated to the site at a price of $18,570.
10 -inch Water Main 496 feet of pipe was constructed along the frontage of the site. Half of the
cost or 248 feet is allocated to this site for a cost of $12,152.
I0 -inch Water Valve and Service Stub: Two 10 -inch service stubs with a valve at the main were
installed along with -86 and 105 feet of 10 -inch water pipe extended to the site. The total cost was
$13,789.
Lodi Electric Utility Conduit Crossing: A gang of (1) 2 -inch conduit, (1) 4 -inch conduit, and
(3) 6 -inch conduits was installed across the street (101.5 feet) at the southerly driveway for future
underground phone, television and electrical power to the site. One half of the cost is allocated to
the site at a price of $4,573.
K:1WPIDEV_SERV1CCSetPHArewtBenefitLwrSac—ExB_revised.doc 1
Future Traffic Signal Conduit: One conduit each of size 2 -inch and 4 -inch were installed the
100 feet across the street. The full cost of $2,390 is allocated to the site.
Design Changes to accommodate the future Lodi Shopping Center Driveway with turn pockets
and the traffic signal were completed by Mark Thomas and Company. One-third of the cost is
allocated to the site at a price of $18,150.
Interim Safety and Traffic Control: In order to prohibit traffic from using the left -turn pockets at
the future driveway location, K -rail and delineators were installed at a cost of $4,692.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$81,748.
Southwest Gateway Group
Site 2: Van Ruiten/APN 058-030-03
Industrial Waste (30 -inch) Realignment: The manhole and stub (27 feet) required for the
realignment of the Industrial Waste Trunkline at the north side of the site is required for the new
development. The coat of these facilities is $7,810.
Domestic Waste (21 -inch) Realignment: The manhole and stub (38 feet) required for the
realignment of the Domestic Waste Trunkline at the north side of the site is required for the new
development. The coat of these facilities is $12,030.
Domestic Waste (42 -inch) Realignment. The pipe segment at Century Boulevard across
Lower Sacramento Road is required for the realignment that is driven by the new developrawt.
The cost of the 218 feet of pipe is $85,020.
Storm Drainage Outfall (I -Basin to G-Basin/Outfall): The 48 -inch pipe segment at
Century Boulevard across Lower Sacramento Road is the outfall line from I -Basin to the WID
Terminal Drainage. The cost of the 242 feet of pipe is $49,610.
I0 -inch Water Main: The combined frontage width is 492 feet and 492 feet of water pipe was
constructed along the frontage of the site. Half of the cost or 246 feet is allocated to this site for a
cost of $12,054.
10 -inch Water Valve and Service Stub: Two 10 -inch service stubs with a valve at the main were
installed along with 74 and 131 feet of I0 -inch water pipe extended to the site. The total cost was
$14,475.
Lodi Electric Utility Conduit Crossing: At the south side of Century Boulevard, a 132 -foot
conduit crossing of Lower Sacramento Road was constructed with (2) 2 -inch conduits, (2) 4 -inch
conduits, and (2) 6 -inch conduits. Half of the cost of this crossing was assigned to Site 2. In
addition, an 86 -foot conduit crossing of Century Boulevard on the west side of Lower Sacramento
Road was constructed with (1) 2 -inch conduit, (2) 4 -inch conduits, and (2) 6 -inch conduits. The
cost of this crossing was assigned to Site 2. The total cost for the two conduit crossings is
$13,730.20.
48 -inch Storm Drain (Century Boulevard): The storm drain outlet piping for I -Basin was
constructed in the correct location with the Lower Sacramento Road and Century Boulevard
K:\WP\DEV_SERV\CCSetPHArewfBenefitLwrSac_ExB_yeviwd.doc 2
projects. The total length of pipe was 447 feet and Site 2 was assigned half of the cost. The cost
of this piping was $86;817.50.
Traffic Signal at Century Boulevard: The traffic signal at this location was assigned one-quarter
to each of the adjoining large parcel sites. The cost of the traffic signal attributed to Site 2 is
$38,325.00.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$351,281.
Site 3: Van Ruiten/AtN 058-030-04
10 -inch Water Main: The combined frontage width is 90 feet and 90 feet of water pipe was
constructed along the frontage of the site. Half of the cost or 45 feet is allocated to this site for a
cost of $4,410.
Lodi Electric Utility Conduit Crossing: A 97 -foot conduit crossing of Lower Sacramento Road
was constructed with (3) 2 -inch conduits and (2) 4 -inch conduits for future underground phone,
television and electrical power to the site. One half of the cost is allocated to Site 3 and one half
to Site 21 at a price of $4,910 each.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$10,252.
Site 4: Van Ruiten/AIN 058-030-05
10 -inch Water Main: The frontage width is 660 feet and 660 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 330 feet is allocated to this site for a cost of
$16,170.
Water Valves and Service Stubs: One 6 -inch service stub with a 6 -inch valve at the main was
installed along with 70 feet of 6 -inch water pipe extended to the site. One 10 -inch service stub
with a 10 -inch valve at the main and 74 feet of 10 -inch pipe were installed. The total cost was
59,993.50.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$27,562.
Site 6: Schumacher/APN 058-040-01
10 -inch Water Valve and Service Stub: One 10 -inch service stub with a valve at the main was
installed along with a 68 feet of l 0 -inch water pipe extended to the site. The total cost was
$5,547.
Lodi Electric Utility Conduit Crossing: A 107 -foot conduit crossing of Lower Sacramento Road
was constructed with (2) 2 -inch conduits and (1) 4 -inch conduit for future underground phone,
television and electrical power to the site. One half of the cost is allocated to Site 6 and one half
to the park site at a price of $3,309 each.
K:1WF1D£V SERV\CCSeIPHArarofBenefitLwrSac EXB revised.doc 3
Traffic Signal at Century Boulevard: The traffic signal at this location was assigned ane -quarter"
to each of the adjoining large parcel sites. The cost of the traffic signal attributed to Site 2 is
$38,325.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$147,398.
Site 7: Schumacher/APN 058-040-02
10 -inch Water Valve and Service Stub: One 10 -inch service stub with a valve at the main was
installed along with 72 feet of 10 -inch water pipe extended to the site. The total cost was $5,743.
Lodi Electric Utility Conduit Crossing: A 124 -foot conduit crossing of Lower Sacramento Road
was constructed with (2) 2 -inch conduits and (1) 4 -inch conduit for future underground phone,
television and electrical power to the site. One half of the cost is allocated to Site 7 and one half
to the Vintage Oaks subdivision at a price of $3,844 each.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$10,546.
Site 8: Schumacher/ALN 058-040-04
10 -inch Water Main: The frontage width is 317 feet and 317 feet of 10 -inch water pipe was
constructed along the frontage of the site. Half of the cost or 158 feet and half of the cost of the
inline 10 -inch valve is allocated to this site for a cost of $8,849.50.
8 -inch Water Valve and Service Stub: One 8 -inch service stub with a valve at the main was
installed along with 62 feet of 8 -inch water pipe extended to the site. The total cost was $4,095.
Lodi Electric Utility Conduit Crossing: A 1 l 9 -foot conduit crossing of Lower Sacramento Road
was constructed with (2) 2 -inch conduits and (1) 4 -inch conduit for future underground phone,
television and electrical power to the site. One half of the cost is allocated to Site 8 and one half
to the City at a price of $3,697 each.
With ten percent adder! for Engineering and Administration, the total reimbursable cost is
$18,306.
Site 9: ScbyMaeberAPN 058-040-05
10 -inch Water Main (City Project): The frontage width is 167 feet and 167 feet of l0 -inch water
pipe was constructed along the frontage of the site. Half of the cost or 84 feet and half of the cost
of the inline l 0 -inch valve is allocated to this site for a cost of $5,223.50.
10 -inch Water Main (County Project): Water main was installed on Lower Sacramento Road and
Harney Lane in lengths of 326 feet and 66 feet, respectively. Half of the cost or 163 feet and 33
feet and half of the cost of the inline 10 -inch valve is allocated to this site for a cost of $15,337.
Lodi Electric Utility Conduit Crossing: One crossing of Lower Sacramento Road [2 -inch (2),
4 -inch (1), 6 -inch (2)] and one crossing of Harney Lane [2 -inch (2), 4 -inch (1), 6 -inch (1)] were
installed. Half of the cost of each is allocated to this site for a cost of $7,312.
K:IWPIAEV_SERV\CCSetPHArtwfBenefitL.vrrSac_Ex$_revised.doc 4
With ten percent added for Engineering and Administration, the total reimbursable cost is
$30,660.
Site 23: Pete n/APT 058-140-52
10 -inch Water Main: The frontage width is 666 feet and 666 feet of water pipe was construdted
along the frontage of the site. Half of the cost or 333 feet is allocated to this site for a cost of
$16,317.
Traffic Signal at Century Boulevard: The traffic signal at this location was assigned one-quarter
to each of the adjoining large parcel sites. The cost of the traffic signal attributed to Site 23 is
$38,325.
Lodi Electric Utility Conduit Crossing: A 150 -foot conduit crossing of Century Boulevard was
constructed with (1) 2 -inch conduit, (1) 4 -inch conduit and (3) 6 -inch conduits for future
underground phone, television and electrical power to the site. The whole cost is allocated to
Site 23 at a price of $11,550.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$72,811.
Side 22. Peterson/APy 058-140-14
10 -inch Water Main: The frontage width is 84 feet and 84 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 42 feet is allocated to this site for a cost of
$2,058.
Lodi Electric Utility Conduit Crossing: A 101.5 -foot conduit crossing of Lower Sacramento Road
was constructed with (1) 2 -inch conduits, (1) 4 -inch conduit and (3) 6 -inch conduits for future
underground phone, television and electrical power to the site. One half of the cost is allocated to
Site 1 and one half to Site 22 at a price of $4,573 each.
With ten percent added for Engineering and Administration, the total reimbursable cost is 7,294.
Site 21: Feterson/APN 058-140-12
10 -inch Water Main; The frontage width is 662 feet and 662 feet of water pipe wag constructed
along the frontage of the site. Half of the cost or 331 feet is allocated to this site for a cost of
$16,219.
Water Valves and Service Stubs: One 6 -inch service stub with a 6 -inch valve at the main was
installed along with 16 feet of water pipe extended to the site. One 10 -inch service stub
consisting of 15 feet of 10 -inch pipe was installed. The total cost was $6,257.
Lodi Electric Utility Conduit Crossing. A 97 -foot conduit crossing of Lower Sacramento Road
was constructed with (3) 2 -inch conduits and (2) 4 -inch conduits for future underground phone,
television and electrical power to the site. One half of the cost is allocated to Site 3 and one half
to Site 21 at a price of $4,910 each.
With ten percent added for Engineering and Administration, the total reimbursable cost is 28,292.
K',\WP\DEV_SERV\CCSetPHArpolBenertLwrSac_ExB_revis d.doc 5
Olive Drive Group
Sitcs 13 through 20
The group of parcels is combined and the fair share cost assigned to each individual parcel is
based upon acreage. The total acreage of the area is 6.13 acres.
10 -inch Water Main: The frontage width is 778 feet and 778 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 389 feet is allocated to this site for a cost of.
$19,061.
8 -inch Water Valve and Service: 11 feet of pipe was constructed and a new valve installed to
provide service to the site. The total cost was $2,310.
8 -inch Sanitary Sewer Service: 54 feet of pipe was constructed at a new manhole providing for a
future sanitary sewer service to the site. A manhole was installed and half the cost was assigned
to this site for a total of $11,540.
18 -inch Storm Drain Service: 31 feet of pipe was constructed at a new manhole providing for a
future storm drain service to the site. A manhole was installed and the whole cost was assigned
to this site because it was the only connection to the manhole. The total cost was $7,525.
With tent percent added for Engineering and Administration, the total reimbursable cost is
$44,480.
Harney Lane (East of Lower Sacramento Road)
Site 10: Hayn/APN 058.070-07
10 -inch Water Main: The frontage width is 206 feet and 206 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 103 feet is allocated to this site for a cost of
$7,416. With ten percent added for Engineering and Administration, the total reimbursable cost
is $8,158.
Site 11 Bell/APN 05&.070-08
10 -inch Water Main: The frontage width is 206 feet and 206 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 103 feet is allocated to this site for a cost of
$7,416. With ten percent added for Engineering and Administration, the total reimbursable cost
is $8,158.
Site 12 Wo%WAPN X8-070-09
10 -inch Water Main: The frontage width is 206 feet and 206 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 103 feet is allocated to this site for a cost of
$7,416. With ten percent added for Engineering and Administration, the total reimbursable cost
I s $8,158.
K:%WPIDEV SERV1CCSetPHAreWfi3enefilLwrSat ExB revised.doc 6
Site 24 Galindo/APN,058-230-06
10 -inch Water Main: The frontage width is 66 feet and 66 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 33 feet is allocated to this site for a cost of
$2,376. With ten percent added for Engineering and Administration, the total reimbursable cost
is $2,614.
Site 25 Stice/APN OM -230-07
30-07
10 -inch Water Main: The frontage width is 66 feet and 66 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 33 feet is allocated to this site for a cost of
$2,376. With ten percent added for Engineering and Administration, the total reimbursable cost
is $2,614.
Site 26 Sanchez/APK058-230-08
I 0 -inch Water Main: The frontage width is 66 feet and 66 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 33 feet is allocated to this site for a cost of
$2,376. With ten percent added for Engineering and Administration, the total reimbursable cost
is $2,614.
Site 27 SandovallAPS 058-230-09
10 -inch Water Main: The frontage width is 66 feet and 66 feet of water pipe was constructed
along the frontage of the site. Half of the cost or 33 feet is allocated to this site for a cost of
$2,376. With ten percent added for Engineering and Administration, the total reimbursable cost
is $2,614.
Site 28: SchgmacbeEt N 058-230-10
10 -inch Water Main (County Project): Water main was installed on Lower Sacramento Road and
Harney Lane in lengths of 326 feet and 380 feet, respectively. Half of the cost or 163 feet and
190 feet and half of the cost of the inline l 0 -inch valve is allocated to this site for a cost of
$26,641.
Lodi Electric Utility Conduit Crossing: One crossing of Lower Sacramento Road [2 -inch (2),
4 -inch (1), 6 -inch (2)] and one crossing of Harney Lane [2 -inch (2), 4 -inch (1), 6 -inch (1)] were
installed. Half of the cost of each is allocated to this site for a cost of $7,312.
With ten percent added for Engineering and Administration, the total reimbursable cost is
$37,348.
K:\WP\DEV SERV1CCSetPHArewfBenefitLwrSac EXB revised.doc 7
City of Lodi
Public Waft Rept
Lower Sacramento Road (KaMeman Lane to Harney Lan*)
Reimbursable Costs
EXHIBIT C
K:4WPOEV_SERyAcePHAmantk3anailLw Sac RombusabWe sts.xlsTotsl Pmleel
3W2007
U
IFUR
Please immediately confirm receipt
of thisfax by calling 333-6702
CITY OF LODI
P.O. BOX 3006
LODI, CALIFORNIA 95241-1910
ADVERTISING INSTRUCTIONS
31a' i0-1
SUBJECT: PUBLIC HEARING TO CONSIDER RESOLUTION ESTABLISHING
AREA OF BENEFIT AND REIMBURSABLE COSTS FOR LOWER
SACRAMENTO ROAD (KETTLEMAN LANE TO HARNEY LANE)
IMPROVEMENTS
PUBLISH DATE: SATURDAY, FEBRUARY 24, 2007
TEAR SHEETS WANTED: One (1) please
SEND AFFIDAVIT AND BILL TO: RANDI JOHL, CITY CLERK
City of Lodi
P.O. Box 3006
Lodi, CA 95241-1910
DATED: THURSDAY, FEBRUARY 22, 2007
ORDERED BY' RANDI JOHL
CITY CLERK
i
JEIFER M.IPERRIN, CMC DANA CHAPMAN
DE UTY CITY CLERK ADMINISTRATIVE CLERK
Verify Appearance of this Legal in the Newspaper — Copy to File
Faxed th
forms\advins.doc
E
DECLARATION OF POSTING
PUBLIC HEARING TO CONSIDER RESOLUTION ESTABLISHING AREA OF
BENEFIT AND REIMBURSABLE COSTS FOR LOWER SACRAMENTO ROAD
(KETTLEMAN LANE TO HARNEY LANE) IMPROVEMENTS
On Friday, February 23, 2007, in the City of Lodi, San Joaquin County, California, a
copy of a Notice of Public Hearing to consider resolution establishing Area of Benefit
and Reimbursable Costs for Lower Sacramento Road (Kettleman Lane to Harney Lane)
improvements (attached hereto, marked Exhibit 'W') was posted at the following four
locations:
Lodi Public Library
Lodi City Clerk's Office
Lodi City Hall Lobby
Lodi Carnegie Forum
I declare under penalty of perjury that the foregoing is true and correct.
Executed on February 23, 2007, at Lodi, California.
J IFER . PERRIN, CMC
DEPUTY CITY CLERK
N:1Administration\CLERK1Form \])ECPOST2.AOC
ORDERED BY:
RANDIJOHL
CITY CLERK
DANA CHAPMAN
ADMINISTRATIVE CLERK
(iD
PUBLIC HEARING TO CONSIDER RESOLUTION ESTABLISHING
AREA OF BENEFIT AND REIMBURSABLE COSTS FOR LOWER SACRAMENTO ROAD
(KETTLEMAN LANE TO HARNEY LANE) IMPROVEMENTS
On Thursday, February 22, 2007, in the City of Lodi, San Joaquin County, California, I
deposited in the United States mail, envelopes with first-class postage prepaid thereon,
containing Notice of Public Hearing to consider resolution establishing Area of Benefit and
Reimbursable Costs for Lower Sacramento Road (Kettleman Lane to Harney Lane)
improvements, attached hereto Marked Exhibit A. The mailing list for said matter is attached
hereto, marked Exhibit B.
There is a regular daily communication by mail between the City of Lodi, California, and the
places to which said envelopes were addressed.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on February 22, 2007, at Lodi, California.
A.
VNIFER PERRIN, CMC
D PUTY CrrY CLERK
Forms/decml.doe
ORDERED BY:
RANDIJOHL
CITY CLERK, CITY OF LODI
DANA R. CHAPMAN
ADMINISTRATIVE CLERK
CITY OF LODI
Carnegie Forum
305 west Pine street, Lodi
NOTICE OF PUBLIC HEADING
Date: March 21, 2007
Time: 7.600 p.m.
For information regarding this notice please contact:
Randa Johl,
City Clerk
Telephone: (209) 333-6702
NOTICE OF PUBLIC HEARING
EXHIBIT A
NOTICE 1S HEREBY GIVEN that on Wednesday, March 21, 2007, at the hour
of 7:00 p.m., or as soon thereafter as the matter may be heard, the City Council
will conduct a public hearing at the Camegie Forum, 305 West Pine Street, Lodi,
to consider the following matter:
a) Resolution establishing Area of Benefit and Reimbursable Costs for
Lower Sacramento Road (Kettleman Lane to Harney Lane)
improvements
Information regarding this item may be obtained in the Public Works
Department, 221 West Pine Street, Lodi, (209) 333-6706. All interested persons
are invited to present their views and comments on this matter. Written
statements may be filed with the City Clerk, City Hall, 221 W. Pine Street, 2nd
Floor, Lodi, 95240, at any time prior to the hearing scheduled herein, and oral
statements may be made at said hearing.
If you challenge the subject matter in court, you may be limited to raising only
those issues you or someone else raised at the public hearing described in this
notice or in written: correspondence delivered to the City Clerk, 221 West Pine
Street, at or prior to the close of the public hearing.
By Order of the Lodi City Council:
andi JohI
City Clerk
Dated: February 21, 2007
D. Stephen Schwabauer
City Attomey
0kER*MBHEARMTKMPW.WC 222M7
EXHIBIT BI
APN
OWNER
ADDRESS
CITY/STATE/ZIP
SITUSNUM
05803013
BDC LODI III
100 SWAN WAY
OAKLAND CA 94821
1551 N
LLC
SUITE 206
LOWER
SACRAMENTO
RD
05803003
VAN RUITEN
PO BOX 520
WOODBRIDGE CA
14509, 14499,
05803004
RANCH LTD
95250-0520
14433 N
05803005
LOWER
SACRAMENTO
RD
05803006
HOWARD
2026 ANGELICO CIR
STOCKTON CA 9W07
14195 N
INVESTMENTS
LOWER
LLC ETAL
SACRAMENTO
RD
05804001
SCHUMACHER
1303 RIVERGATE
LODI CA 95240
14101, 13837,
05804002
WELDON &
DR
13537, 13589
05804004
BONNIE TR
N LOWER
05804005
SACRAMENTO
RD
05807007
HAYN, BRIAN S
810 E HARNEY LN
LODI CA 95242
810 E HARNEY
LN
05807008
BELL LYNDLE
814 E HARNEY LN
LOD( CA 95242
814 E HARNEY
A TR
LN
05807009
WOODS MARY
880 E HARNEY LN
LODI CA 95242
880 E HARNEY
E TR
LN
05814004
FRAME DEAN
212 RUTLEDGE DR
LODI CA 95242
14752 N
K & SHARON L
LOWER
TR
SACRAMENTO
RD
05814005
ALI RANIZAN
1112 RIVERGATE
LODI CA 95240
865 E OLIVE
DR
ST
05814006
HERRMANN
1200 GLENHURST
LODI CA 95240
800 EOLIVE
VERNET & C
AVE
TRS
05814007
DEL RIO
15315 N HOERL RD
LODI CA 95240
844 E OLIVE
SANTIAGO M &
AVE
RAMONA T
05814008
HALL FRANK
PO BOX 90
FRENCH CAMP CA
890 E OLIVE
95231
AVE
05814009
DEL RIO
885 E OLIVE AVE
LODI CA 95242
908 E OLIVE
SANTIAGO M &
AVE
RAMONA T
05814010
AMIGABLE
1923 MORRIS AVE
CLOVIS CA 93611-1492
930 E OLIVE
LETICIA F
AVE
ETAL
05814011
GREVER
1432 PARK ST
LODI CA 95242
777 E OLIVE
7 -ANE M & P
AVE
TRS
05814012
PETERSON M
P O BOX 473
LOCKEFORD CA 95237
14540, 14320
05814052
BILL
N LOWER
SACRAMENTO
RD
05814014
PETERSON
PO BOX 331
SUTTER CREEK CA
14620 N
RUTH SUSAN
9x685
LOWER
SACRAMENTO
RD
05823006
GALINDO
871 E HARNEY LN
LODI CA 95242
871 E HARNEY
MARK L &
LN
ELEANOR R
05823007
STICE LARRY
893 E HARNEY LN
LODI CA 95242
893 E HARNEY
& GORETI
LN.
05823008
SANCHEZ JOB
909 E HARNEY LN
LODI CA 95242
909 E HARNEY
& ELENA
LN
05823009
SANDOVAL
931 E HARNEY LN
LODI CA 95242
931 E HARNEY
LORENZO V &
LN
MARGARIT
05823010
SCHUMACHER
1303 RIVERGATE
LODI CA 95240
93520 N
WELDON &
DR
LOWER
BONNIE TR
SACRAMENT
RD
WAL MART
MAIL STOP 0555
BENTONVILLE AR
REAL ESTATE
72716-0555
BUSINESS TR
TAMURA JOEY
788 W ARMSTRONG
LODI CA 95240
TR
RD
_0 a
Randi Johl : re:area of benefit and reimbursement costs for Lower Sacramento Road
i=provements. We feel that the water and sewer lines installed were put in because of the
row developernent thetefore the costs of any reimbursements should be made by those
developit* . Back in19*5 we tried to get city services , but we were told it wasn't possible
at that time but when the Taves property carne into the city limits we also would be
included that didn't happen. Since that time we have spent thousands of dollars upgrading
our septic systems and wells. therefore your so called benefits aren't of benefit to us. We
have had two letters and the price has doubled between the first and second letter from
city of Lodi.
Dean Frame
owner of property at
14752,14754,14732 Lower Sacramento
3--.d j - -, 7 Road
Zane Grever
owner of property at 777&779 Olive Ave.