HomeMy WebLinkAboutResolutions - No. 2003-144When Recorded, Retum to:
City of Lodi City Clerk's Office
P.O. Box 3006
Lodi, CA 95241-1910
RESOLUTION NO. 2003-144
A RESOLUTION OF THE LODI CITY COUNCIL ESTABLISHING
AN AREA OF BENEFIT AND REIMBURSABLE COSTS FOR
PUBLIC IMPROVEMENTS FOR 770 NORTH GUILD AVENUE
------------------------------------------------------------------------
------------------------------------------------------------------------
WHEREAS, construction of the Robert Mondavi warehouse facility located at 770 N.
Guild Avenue required the installation of all public improvements necessary to serve the project,
including the installation of a master plan storm drain line in the Guild Avenue and Turner Road
alignments, extension of a master plan sanitary sewer main from Cluff Avenue to Guild Avenue,
installation of master plan water mains in Lime Street and southerly in Guild Avenue to
Lockeford Street as well as street pavement improvements in Guild Avenue; and
WHEREAS, due to the extensive nature of the public improvements required to serve
the warehouse and in order to facilitate development in the area and minimize future disruption
to residents and businesses, the developer, Lodi 2000 Distribution Trust, represented by Robert
Mondavi staff and City staff worked cooperatively to include the installation of all public
underground improvements in Guild Avenue and the Turner Road alignment as wJas the
extension of Turner Road street improvements to Guild Avenue in the warehouse project. The
additional improvements included the master plan sanitary sewer main in Guild Avenue north
and south of the Mondavi project site, extension of the master plan water main northerly in
Guild Avenue from Lime Street and westerly in Turner Road, and pavement improvements in
Turner Road from Guild Avenue to the existing terminus. The improvements installed with the
project are shown on Exhibit 1; and
WHEREAS, under the terms of the Improvement Agreement for the project approved by
Council on May 16, 2001, it was agreed that the developer would be reimbursed by the City for
the cost of those improvements not required to serve the warehouse project as well as the cost
of installation for the master plan storm drain facilities, excess width street pavement
improvements in Guild Avenue, and oversize water and sanitary sewer mains required by LMC
15.64 Development Impact Mitigation Fees and 16.40 Reimbursements for Construction; and
WHEREAS, since the installation of the underground utilities required the removal of all
the existing pavement in Guild Avenue, it was agreed that the costs for pavement removal and
replacement be apportioned to each of the underground utilities in Guild Avenue as follows:
master storm drain, 50%; master water main, 25%; master sewer main, 25%. The pavement
costs would then be paid by the party responsible for the cost of the underground utility. The
public improvements for the project were accepted by Council in June 2001 and reimbursement
to the Developer for the City -funded improvements was made in August 2001; and
WHEREAS, in April 2002, the developer, Lodi 2000 Distribution Trust, requested a
Reimbursement Agreement (RA -03-01) and establishment of an area of benefit in conformance
with Chapter 16.40 of the Lodi Municipal Code for those improvements constructed with their
project that benefit neighboring properties. A copy of the Reimbursement Agreement is
attached as Exhibit 2. Exhibits attached to the Reimbursement Agreement include the
proposed area of benefit (Exhibit A), itemized costs for the improvements reimbursable to
developer (Exhibit B), and the fair share amounts to be reimbursed to developer by each
benefiting parcel (Exhibit C). As shown on Exhibit C, the public improvements funded by the
City are not eligible for reimbursement to Lodi 2000 Distribution Trust; and
WHEREAS, installation of the Turner Road improvements shown as Schedule 1 on
Exhibit B was required by the City in conjunction with the Mondavi project in conformance with
the Improvement Deferral Agreement between the City and California Waste Removal
Systems, Inc. recorded June 11, 1998 as Instrument No. 98067664. Under the terms of the
agreement, Central Valley Waste Services, Inc., successor in interest to California Waste
Removal Systems, Inc., was responsible for the design and installation of street frontage
improvements along their property frontage upon request by the City. Central Valley Waste
Services worked directly with the Developer to include those improvements in the Mondavi
project and reimbursed Developer at the time of construction for all costs associated with those
improvements. Therefore, those improvement costs are not included in the Reimbursement
Agreement and the Central Valley Waste Services parcels are not included in the Area of
Benefit; and
WHEREAS, in conformance with Chapter 16.40 of the Lodi Municipal Code, the City is
eligible for reimbursement for the cost of those City -funded improvements that would be
required as a condition of development for neighboring properties. The proposed area of
benefit, itemized costs for the improvements reimbursable to the City and the fair share
amounts to be reimbursed to City by each benefiting parcel are shown on the attached Exhibits
3, 4 and 5, respectively; and
WHEREAS, the areas of benefit covered by Reimbursement Agreement RA -03-01 and
the Resolution are coincident. A Summary of Fair Share Reimbursement Amounts showing the
reimbursement to the developer and the City for each benefiting parcel is attached as Exhibit 6.
The property owners within the area of benefit have been notified. The Developer has paid the
appropriate application fee and the fees to cover the cost of recording the Reimbursement
Agreement; and
WHEREAS, pursuant to Lodi Municipal Code Section 16.40.50.A.3, the reimbursable
amounts shall be recalculated annually to include an amount attributable to interest, using the
Engineering News Record (ENR) 20 Cities Construction Cost Index. Similar adjustments to the
reimbursable costs will be made each January until payment is received. The initial ENR index
to be used in the calculations is 6581. In the event that the benefiting properties develop, the
City will collect the appropriate amounts from the developers of the benefiting property, and
reimburse the Developer and City as appropriate. The charges for a benefiting property shall be
paid in full at the time of the first development on that property; and
WHEREAS, following the public hearing held August 6, 2003, in conformance with Lodi
Municipal Code (LMC) Section 16.40, staff recommends that the City Council approve the
following:
1) Reimbursement Agreement #RA -03-01 for public improvements for 770 N. Guild
Avenue establishing an area of benefit and reimbursable costs for developer -
funded public improvements for 770 N. Guild Avenue; and
2) Resolution establishing an area of benefit and reimbursable costs for City -funded
Improvements for the project at 770 N. Guild Avenue.
NOW, THEREFORE, BE IT RESOLVED that the Lodi City Council does hereby approve
the following:
1) Reimbursement Agreement #RA -03-01 for public improvements for 770 N. Guild
Avenue establishing an area of benefit and reimbursable costs for developer -
funded public improvements for 770 N. Guild Avenue; and
2) Resolution establishing an area of benefit and reimbursable costs for City -funded
Improvements for the project at 770 N. Guild Avenue.
Dated: August 6, 2003
I hereby certify that Resolution No. 2003-144 was passed and adopted by the Lodi City
Council in a regular meeting held August 6, 2003, by the following vote:
AYES: COUNCIL MEMBERS — Beckman, Hansen, Howard, Land, and
Mayor Hitchcock
NOES: COUNCIL MEMBERS — None
ABSENT: COUNCIL MEMBERS — None
ABSTAIN: COUNCIL MEMBERS — None
Susan J. Blackston
City Clerk
2003-144
EXHIBIT I
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SANITARY SEWER EASEMENT
SCHEDULE 4CD
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EXHIBIT 2
WHEN RECORDED, RETURN TO:
City Clerk
City of Lodi
221 West Pine Street
Lodi, CA 95240
REIMBURSEMENT
for
PUBLIC IMPROVEMENTS
for
770 N. GUILD AVENUE
AGREEMENT # RA -03-01
THIS AGREEMENT is made by and between the CITY OF LODI, hereinafter referred to
as "City", and LODI DISTRIBUTION TRUST 2000 hereinafter referred to as "Applicant".
RECITALS:
WHEREAS, Applicant is the developer of that certain parcel known as 770 N. Guild
Avenue and entered into an Improvement Agreement with the City dated May 17, 2001,
to construct public improvements needed to serve the development, and
WHEREAS, the Applicant constructed certain public improvements on Guild Avenue
and Turner Road (hereinafter "Improvements"), including street pavement, water,
wastewater and storm drain lines, and other miscellaneous and related items, that will
serve those properties, hereinafter "Benefit Area", that are designated and shown on the
plan attached and labeled Exhibit A to this agreement and indicated thereon; and
WHEREAS, the Applicant has filed a request with the Public Works Director in
conformance with Chapter 16.40 of the Lodi Municipal Code requesting reimbursement
for those improvements which benefit other properties in the Benefit Area or would be
required of those properties upon development, and
WHEREAS, the property owners of those properties shown in Exhibit A have been
notified and the City Council has conducted a public hearing regarding the Applicant's
request for reimbursement.
NOW THEREFORE, in consideration of the mutual covenants and conditions herein
contained and pursuant to Government Code Sections 66486 through 66489 2nd Title
16 of the Lodi Municipal Code, it is hereby agreed between the parties as follows:
1. The amount of the reimbursable costs due to the Applicant includes construction
costs, including utility relocation costs, less any applicable credits plus
administrative and engineering design costs (10%), engineering plan check fees,
engineering inspection fees (2.5%) and the reimbursement application fee (1%).
Total construction costs and costs attributable to the Benefit Area are shown on
attached Exhibit B.
2. The reimbursable amount shall be recalculated annually to include an amount
attributable to interest, using the Engineering News Record (ENR) 20 Cities
Construction Cost Index. On uncollected reimbursements, the reimbursement
Reimbursement Agreement
. rates shall be calculated in January of each year beginning January 2004 by the
following formula:
(ENR Jan. 1 of current year) i (initial ENR) X (Balance due Jan. 1 of prior year
less payments made during the previous year)
The initial ENR index for this agreement is 6581. The initial reimbursable
amounts for each property within the Benefit Area are shown on Exhibit C.
•
3. In the event that the benefiting properties shown on Exhibit A develop, the City
shall collect the appropriate charges from the developers of the benefiting
property and reimburse the Applicant or the Applicant's heirs, successors or
assigns, for a period of fifteen (15) years. The charges for a benefiting property
shall be paid in full at the time of the first development on that property.
4. The Applicant shall pay the City $5,030.83 for the preparation of this agreement
prior to approval and recording of this agreement. This is based on one percent
(1%) of the reimbursable construction costs, excluding engineering,
administrative and other costs.
5. Upon each collection of reimbursement charges, an administrative charge shall
be deducted and retained by the City for administering the reimbursement
provisions of this agreement. This charge shall be established from time to time
by resolution of the City Council. As of the date of this agreement, the current
charge is $60.00.
6. This agreement shall inure to the benefit of the heirs, successors and assigns of
the Applicant. The City shall mail the reimbursement to the last address of the
Applicant on file with the Public Works Director of the City. In the event a
reimbursement is returned or unclaimed after two (2) years from the date of
mailing, the amount of the reimbursement shall revert to the City and be
deposited in the appropriate development impact mitigation fee fund.
7. All correspondence and payments. herein required shall be in writing, and
delivered in person or sent by registered mail, postage prepaid.
Correspondence and payments to City shall be addressed as follows:
Richard C. Prima, Jr.
Public Works Director
221 West Pine Street
P. O. Box 3006
Lodi, CA 95241-1910
Correspondence and payments to Applicant shall be addressed as follows:
Reimbursement Agreement
•
•
8. This agreement is entered into pursuant to the provisions of Title 16 of the Lodi
Municipal Code and the provisions of that section shall be deemed a part of this
agreement.
IN WITNESS WHEREOF, the Applicant and the City have caused their names to be
hereunto affixed and the City of Lodi has caused its corporate name and seal to be
hereunto affixed by its proper officers thereunto duly authorized.
LODI DISTRIBUTION TRUST 2000, by First
Security Bank, National Association, not in its
Individual capacity but solely as Owner Trustee
Date
(CORPORATE SEAL)
CITY OF LODI, A MUNICIPAL CORPORATION
Bv:
H. Dixon Flynn, City Manager Date
ATTEST:
Susan J. Blackston, City Clerk Date
APPROVED AS TO FORM:
Randall A. Hays, City Attorney
Reimbursement Agreement 3
EXHIBIT A
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PaPlele
0
0
-
*IBIT
CVOIUdl
B
Plbdce Wake Department
.
DevNoplleM;
170N. Gutid Avertue
Developer:
L00120000Whbudan Trust
DEVELOPER COSTSATTRIBUTABLE TO
TOTAL COST OF PROJECT IMPROVEMENTS"
DEVELOPER COSTS'"
COST OF CITY-FUMED FACILITIES BUILT BY DEVELOPER rel
BENEFIT AREA In
)Iem
Ott
011/10801
SOR
Elice
Iwo
DuRtltllr
TDMI
WONT
Igo
01tao6gt
7my
Schedub 1(Tumer
Road Sts. 699.17.7 to Sta. 702#61.3(
SIROLS35tem
1
Mis "ams Gwng
I
LS
3870.00
5870.00
1
$870.00
0
$0.00
1
$870.00
2
Asphall Removal
1
LS
400.00
40000
0.80
320.00
020
8000
0.90
320.00
3
Clear 6 Grub
1
LS
2.500.00
2.500.00
0.85
2.125.00
015
375.00
0.85
2,125.00
4
Chain UNn Fence Removal
1
LS
4.000.00
4,000
1
4. W0.()0
0
0.00
1
4,OW.00
5
Roadway Evcavallon
620
CV
4.00
2.480.00
527
2.106.00
93
372.00
527
2,108.00
6
cwf"o Od" Graud(0.5m
21,240
SF
0.12
2,545.80
17,112
2,053.44
4,128
495.36
17,112
2,053.44
7
Compact Native Material (0.91y)
21,240
SF
0.14
2.973.60
17,112
2.395.68
4,12a
577.92
17,112
2,395.68
8
Agyrople Base, Class 1140.751
21,240
SF
0.85
18.054.00
17,112
14,545.20
4,128
3.508.80
17,112
14,345.20
9
AsphaB Concrete, Type 8 (0.401
21,240
SF
1.25
28,550.00
17,112
21,390.00
4,128
5.160.00
17,112
21,390.00
10
30Comm enchd Orlaway
1
EA
2,200.00
2.200.00
1
2200.00
0
0.00
1
2200.00
11
VeNcd Cub, Gutar a SWewalk
309
LF
24.00
7,418.00
309
7,416.00
0
0.00
309
1.416.00
12
Vertical Cub a Cyber
344
LF
14.00
1,816.00
344
4.81600
0
0.00
344
4,816.00
13
Comm. CGSW 8 AC Dike
76
LF
15.00
1,140.00
78
1,140.00
0
0.00
76
t,140.0D
14
CwWake Snbgrade Compaction
3A40
SF
0.40
1,378.00
3.440
1,376.00
0
0.00
3,440
1,37800
15
Barricade
1
EA
300.00
300.00
1
300.00
0
0.00
1
300.00
18
Tealk Control Plan
1
LS
165.00
165.00
0.81
132.93
0.19
32.07
0.81
132.93
17
Traffic Cabot Pim
1
LS
3,190.00
3,190.00
0.81
2,570.02
0.19
619.96
0.81
2.570.02
18
Pavement Marking a Swiping
1
LS
1,281.17
1.281.17
0.61
1,032.17
0.19
219.00
0.61
1,032.17
19
Sbtxt LfpNs
1
LS
9,8W-W _..__9,000.00
19,600.00
O
0.00
1___
9.800.09,
Subtotal
$92.060.57
subtotal
$80.590.45
Subtotal
SIIA70.12
subtotal
$80,590.45
10%Ergk*erbg A Administration
_ _ .1117.01
Subtotal Street System
$12.617.13
swittarahs alelo
1
OV C1P
344
LF
$99.00
$34,05600
0
$0.00
344
$34,056.00
0
Wait
2
iS SO
15
LF
35.00
525.00
15
525.00
0
0.00
13
52HO
3
1TSD
0
LF
33.00
0.00
0
0.00
0
(10D
0
000
4
Pipe Marker
i
EA
180.00
180.00
1
160.00
0
0.00
1
180.00
5
Drop Intel Catch Basin
1
EA
1,200.00_._
1,200,00
1
_ 1,200,OD
0
__0.00
1,_..__
_1,ZOOAD
Subtotal
$35,961.00
Subtofal
$1.905.00
subtotal
$34.058.00
Subtotal
$605.00
10% EnOineabq S Admbdsbadon
_ _- 3,405.60
subtotal Sturm Dram system
$31.461.60
amBawlin a 3ilgim
Ir
Sanitary Sewer Pipe (VCP)
105
LF
531.OD
S3,235.00
105
53,25;1.00
0
$0.00
105
$3.255.00
2
Sao" Sewer Mw*wk
1
EA
21600.00
2.600.00
1
2,600.00
0
0.00
1
2.6WW
3
Pipe Marker
1
EA
180.00
180.00
1
180.00
O
0.00
1
180.00
4
Remove Esbtbp Riser
1
EA
240.00 ___
240.00
1240.00.
0
__0.00.
Subtotal
$6.275.00
Subtotal
18.215.00
Sublotal
$0.00
Sublomf
$6.275.00
10% ErOoMbg 6 Admkesoatbn
- 0.00
Subtotal Sanitary Sewer System
$0.00
1
IV Water P"W4C)
414
LF
$25.0
$10,85000
434
510,160.00
34S
169000
434
S1Q1MW
2
1V Water Lateral (PVC)
35
LF
25.00
875.00
35
875.00
0
000
35
875.00
3
10, Water Valve
2
EA
1,100.00
2.200.00
2
1.700.002
500.00
2
1,700.00
4
1VINOW Lateral Valve
1
EA
1,100.00
1.10D.00
1
1,100.00
0
0.00
1
1,1WW
5
6' water Lateral valve
1
EA
850110
85000
1
850.00
0
0.00
1
850.00
6
IV s IV Cross
1
EA
550.00
550.00
1
$50.00
0
0.00
1
550.00
7
IM a r Reducer
1
EA
180.0
180.00
1
180.00
0
0.00
1
180.00
8
a- Fite F"ard AssennNy
1
EA
2,70008
2.700.00
1
2.700.00
0
0.00
1
2,700.01)
9
PIM Marker
1
EA
ta0.00
180.00
1
180.00
0
0.00
1
150.00
10
Blow on
1
EA
700.00_--.--...
700.00.
1 _.
_ ..--.-- 700.00
0
_ _....--- 0.00
1
700.00
subtotal
s20.i&S.Do
subtotal
516,995.00
subtotal
#1,190.40
subtotal
$18,993.00
10%Engbleerbtga AdntiNsbalion
subtotal Water system
$1.709.00
Schedute 1 Total
$154,481.57
Total
$107,765.45
Total
551,387.73
Total
5107,765.45
Prepaid by Cal
Waste
___(5107,785.431
Total
50.00
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004197
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00'0
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99'Z9s'I
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(09'0) P MAD Ie016P0pedulo3
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000
0
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00'0
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oat
11w-3-3Ae4Peoa
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0
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00'0
0
0000971
00'ODWZt
sl
t
MAD 919OIO
C
00'0
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t
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0
00.009
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I
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t
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(91,4901'915 01 C39•101'NS Pena JO -al) Z W WfkPS
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o 0
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u�v3dv Ld3N36
0, a3d013A30 AG VMS
S31LI113VJ 030Nni-A113 i01sOO
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1O3f01W i01SOO1v101
0j. 378V1�SOO a3dO13A30
ap.3 err e
0
TOTAL COST OF PROJECT IMPROVEMENTS"'
OEVEICOSTS 1A
COST OF CITY -FUNDED FACILITIES WILT BY DEVELOPER re
DEVELOPER LTOL2TO
BENEFIT m
Item
OtBO/JBf
IN
enc!
1"
91111111111111
99111110
ia>al
011BOY2t
I9n(
Schedule 3 (GYBd Avenue Sta.114.12) to Sts. 119.28.71
1
SWIMMING
Miscellaneous Grading
1
LS
$2,016.00
$2,01600
0.18
$371.56
0.84
$1,693.44
0.16
$322.66
2
AS"Peamal
1
LS
3.040.00
3,040.00
018
488.40
0.84
2553.60
- 0.16•
486.40
3
Cleer 6Gnb
1
LS
272.00
272.00
015
43.52
0.84
228.48
0.16
4.52
4
Roadway Excavation
1,280
CY
4.00
5,120.00
205
819.20
1.075
4,300.80
205
819.20
5
Compact 0(*W Ground (0-501
17.519
SF
0.12
2,102.28
2,835
340.20
14,684
1,762.08
2,835
340.20
8
Comped Native Malarial (0.00')
f 7.519
SF
0.14
2,452.88
2,835
396.90
14,864
2,055.76
2.835
398.90
7
Aggregate Base, Class 0 (0.80)
17.519
SF
0.87
15,241 53
2,833
2,466.45
14.684
12,775.08
2,835
2,466,45
0
ASOMN Concroe, Type 8 (0.40)
17.519
SF
US
21,858.75
2,835
3,54175
14,684
18,355.00
2.835
3,543.75
9
Driveway Repay
]
EA
500,00
1,500.00
0
0.10
3
1500.00
0
000
t0
Shoulder (E 6 W)
1,030
LF
2.40
2,472.00
515
1238Ao
515
1,7!8.00
SIS
1238.00
11
Tra6k Control Plan
I
LS
240.00
240.00
0.16
38.40
0.84
201.80
0.16
38.40
12
Traffic Coneol Plan
1
LS
4.640.00
4,640.00
0.16
742.40
0.84
3J097,60
0.16
742.40
t3
Paw:maN Markin 6 Striping
1
LS
1,863.52
1,863.52
0.16
298. t8
0.84
1,585.38
0.16
298.16
14
Streetltghas
0
EA
0.00 ------
0.�_.._._
0:0..
0
_.. ..._ 0.00.
0
0_00
Subtotal
582,658.74
subtotal
510,733.91
Subrolal
S52,120.80
Subtotal
5110,7]].91
10% Ernyreerkn 6 Administration
5,212.46
Subtotal Street System
$57,337.28
Btmmn DMU 9Y92M
1
4r CIP
490
LF
585.00
$32,240.00
0
S0.00
495
$32,240.00
O
SO.00
2
24' Stoma Drain
10
LF
50.00
500,00
0
0.00
10
500.00
0
0.00
3
tr SIarm Drain
182
LF
48.00
6,736.00
0
000
162
8,735,00
0
0.00
5
1r Sloan Drain
80
LF
33.00
2,640.00
0
0.00
80
2,640.00
0
0.00
6
48' Slam Orain Marftk
3
EA
3,100.00
9,300.00
0
0.00
3
9,300.40
0
0.00
7
Relocate Double t8' SO
1
LS
5.698.26
5,00626
0
0.00
1
5,698.28
0
0.00
0
Pipe Marker
2
EA
180.00
360.00
0
0.00
2
360.00
0
000
9
Side tnilt Caleb Basin
/
FA
1,200.00._.__1,200.00.
0
0.00
1
__. _. 12 .00
00_00
Subtotal
$60,674.26
Subtotal
$0.00
Subtotal
560,674.28
Subtotal
5000
10% Enoirmetirn 6 AdminisNatbn
8,067.43
Subtotal Storm Drain System
$66,741,69
SemtaN 8ewrer Svslem
1
r Sw*ary Sewer Pi000 (VCP!
565
LF
$36.00
$20.340.00
0
{0.00
565
$20,340.00
0
$0.00
2
Sa iiary Sewer Mantle
2
FA
2.600.00
5,200.00
0
0.00
2
5200.00
0
$0.00
3
Pipe Marker
1
EA
180.00
180.00
O
0.00
1
180.00
0
$0.00
4
SRle
Sanitaryewer er
1
EA
24000 _.
240.00
f1_ _ ._..
_
0.00
1
240.00
0__.
Subtotal
$25,960.00
Subtotal
$0.00
Subtotal
$25,960.00
Subtotal
50.00
10% Enolow" 6 Arkninistrallon
2,5911, W.
Subtotal Sanitary Sewer System
$28,558.00
Walac3Yalam
1
10'Water Pfpe(PVC)
508
LF
$25.00
S12.700.00
SOB
$11,694.00
508
$1018.00
508
$11,884.00
2
10'Watervatve
4
EA
1,100.00
4,400.00
4
3.40D.00
4
1,000.00
4
3,400.00
3
or Waw Pipe (PVC)
56
LF
26.00
1,456.00
56
1,456.00
0
OW
58
1.458.OD
4
r Water Valve
2
EA
850.00
1,700.00
2
1,700.00
0
0.00
2
170000
4
6' WaterValve
2
EA
70D.00
1,400.00
2
1,400.00
0
0.00
2
1,400.00
5
/. V iteducer
2
EA
180.00
360.00
2
360.00
0
O O
2
360.00
5
10' x r Reducer
2
EA
180.00
3W.OD
2
360.00
0
0.00
2
360.00
6
10' x10' Cross Assembly
2
EA
SWAG
1,100.00
2
1,100.00
0
0.00
2
1,100.00
7
6' Fee Hydrant Assembly
2
EA
2,500.00
5,000.00
2
SAD0.00
0
0.00
2
5,000.00
6
Pipe Marker
2
EA
180.00
360.00
2
360.00
0
OAO
2
360.00
9
Blow ON
2
EA
700.00_.--1,400.00.
2.___..._._1,400.00
D
_ ...,0.00
2.... _.. _.�_1S10A
00.
Subtotal
530,236.00
Subtotal
S28,220.00
Subtotal
$2.016.00
Subtotal
$26,220.00
10% Ernkleering 6 Administration
_ _ _ 201.60
Subtotal Water System
$2,2117.60
Schedule 7Total
$179,729.00
Total
538,953.99
Total
$154,852.56
Total
$38,953.94
ap.3 err e
•
TOTAL COST OF PROJECT IMPROVEMENTS
DEVEL R COSTS "' I COST OF CITY -FUNDED FACILITIES BUILT BY DEVELOPER "1
Rem
otsa o
rNonsa,
UWI
Plfce
79!21
ffimSIY
TAW
Sctwdule
4 ((luld Avenue Sla. 119.267 to Sta. 124.14.8; Mondavi Project)
$90.00
$56,100.00
0
SO.00
2 48' CIP
921
LF
80.00
73,1180.00
0
0.00
3 42'RCP
40
1
Mam�ous Grading
1
LS
$8,215.20
$8.215.20
0.36
S3,090.71
2
Asphaa Removal
1
LS
12.368.00
12,386.00
0.38
4,645.52
3
clear &Grub
1
LS
1,105.40
1,108.40
036
415.65
4Rosdway
Excavation
5,216
CY
4.00
20,864.00
1,958
7,024.04
5
Camped Original Ground 10.50)
71,333
SF
0.12
8,559.98
26,750
3.210.00
6
Compact Native Maledal(080)
71,333
SF
0.14
9,98662
26,750
3,745.00
1
Aggregate Base, Class 0 (0.617)
71,333
SF
0.87
62,059.71
26,750
23,272.50
6
Asphalt Concrete. Type 6 (0.4(y)
71,333
SF
1.25
89,166.25
28,750
33,437.50
9
100 commercial DrW ra"
1
EA
4,600.00
4,800.00
1
4.800.00
10
170'CommerciatDdveway
2
EA
9,000.00
18,000.00
2
18.000.00
11
Vertical C1m6 OAer&$Mvwalk
1,160
LF
24.00
27,840.00
1,160
27,640.00
12
Concrete SrAgraOe Compaction
11,146
SF
0.40
4.45840
11,146
4,458.40
13
Shoulder (W)
1,486
LF
2.40
3,566.40
1,488
3,588.40
11
Barricade
2
EA
300.00
600.00
2
600.00
15
Mao Baa Relocation
1
EA
150.00
150.00
1
150.00
18
DdvewarovMay
3
EA
50000
1,500.00
3
1,500.0
11
Traffic Control Plan
1
LS
690.00
690.00
0.36
256.75
18
Traffic Control
1
LS
13,340.00
13,340D
0.38
5.002.52
19
Patterned Marking 6 Striping
1
LS
5.357.62
5.357.62
0.38
2.009.12
20
Sheet Lwft
1
LS
21,800.00
21,600.00
1
21,800.00
46
LF
300.00
13,800.00
Subtotal -�
$314250.56
Subtotal - -
--- 'S769.116.12
M9rmDoll Ifftem
1 5r CIP
624
LF
$90.00
$56,100.00
0
SO.00
2 48' CIP
921
LF
80.00
73,1180.00
0
0.00
3 42'RCP
40
LF
69.00
2,800.00
0
0.00
4 ta'Stomm Drain
108
LF
48.00
5,184.00
108
S,1B1.W
5 IS' Stone Drain
45
LF
35.00
1,575.00
45
1,515.00
6 tY Storm Oram
60
LF
33.00
1,980.00
69
1,980.00
1 7P Storm Drain Mad1Me
0
EA
5,300.00
0.00
0
Moo
6 60' Storm Drain Manhole
5
EA
4,200.00
21 ,000,00
2
8,40 0.00
9 Pipe Marse
8
EA
MAD
1,440.00
0
t0 Side Intel Catch Basin
1
EA
1.200.00
1,200.00
1
1,200.00
Subtotal
_
W4,8
_
Subtotal
_
_19.00 519,779.00
bisitarlLS Oyst6m
IIS* Sanitary SewerPoeMPI
683
LF
$75.00
$51225.00
663
534150.00
2 12' Sanitary Sewer Pipe (VCP)
351
LF
87.00
23,511.00
351
12,836,00
3 f0' Sanitary Sewer Poo (VCP)
1,022
LF
50.00
51,100.00
1,022
51,100.00
4 r Sanitary Sewer Poe(VCP)
743
LF
36.00
26,748,00
743
26,748.00
5 G Sanitary Sewer Pipe (VCP)
50
LF
31.00
1550.00
50
1,550.00
6 Sardtary Sewer Mamole
5
EA
2,600.00
13,000.00
5
13.000.00
7 Pipe Marker
8
EA
/80.00
1.440.00
8
1,440.00
6 Sanitary Sewer Riser
2
EA
240.00
480.00
2
480.00
Subtotal
$169,060.00
Subtotal--�
$141,104.110
WAtItL.SYNem
1 10' Water Pipe (PVC)
2.92&
LF
525,00
S73.100.00
2,924
$67,252.00
2 10'Wate Pipe(')
70
LF
27.00
1,89040
70
1,750.00
3 10' Water Valve
24
EA
11100.00
26,400.00
24
21.90040
4 RR Xing Jack & Bore I8' Casing
46
LF
300.00
13,800.00
23
6900.00
5 f0'a 10' Cross
3
EA
550.00
1,850.00
3
1,650.00
6 Rabe eM 10'a10'Cmss
I
LS
1,049.69
1.049.69
1
1,049.69
7 10' x IV x 8' x 6' Cross Assembly
3
EA
420.00
1,260.00
3
1,160.00
a 10'. IV a 10' Tee
4
EA
300.00
1200.0D
4
1,200.00
9 IVx f0'a Or Tee
4
EA
180.00
720.00
4
720.00
10 to" BW Flange
3
EA
90.00
270.00
3
27000
11 6' MW Flange
3
FA
50.00
150.00
3
150.00
12 VGale Valve
7
EA
70090
4.900.00
7
4.900.0D
13 6' Fire Hydrant Assembil
7
EA
2,500.00
17,500.00
7
17,500.00
14 Pipe Marker
5
EA
1110,00
900.00
5
900.00
15 BAwr011
5
EA
700.00
3,600.00
5
3,500.00
Subtotal `-�f18.26989
SWto4a1 ---5110,901:69
Sd*dWe 4 Taal
6796,419.25
Told
$461,200.61
Q9Nlu. Y
0.62
0.62
0.62
3,260 .
14.583
44.583
44,587
44,583
0
0
0
0
0
0
0
0
0.62
0.62
0.62
0
Subtotal
10% Engineering & Admirdshatlon
Subtotal street system
624
9211
40
0
0
0
0
3
0
0
Subtotal
to%Engineening & AMrinistraflon
Subtotal Stam Drain System
683
351
0
0
0
0
0
0
Subtotal
10%Etgineenng & Admkisba6on
Subtotal SonOary sewer System
2.924
70
18
23
0
0
0
0
0
0
0
0
0
0
0
Subtotal
10% EntpYtcednp a Adnttrtishalbn
Sublotal Water System
Total
55,13449
7,742.48
692.75
13.039.96
5.349.96
8,241.62
38,787.21
55,728.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
O.OD
431.25
6337.48
3.348.50
0.00
5144,834.44
14,483,44
5750,317,119
$56.160.00
73.680.00
2.600.00
0.00
0,00
0.00
0.00
12.800.00
0.00
0.00
S14.O4000
14.501.00
S159,544.00
$17.075.00
10.881.00
0.00
0.00
0.00
0.00
0.00
0.00
527,458.00
2.795.60
$30.751.60
$5.848.00
140.00
4,500.00
6.900.00
0.00
0.00
0.00
0.00
0.00
0.00
000
0.00
0.00
0.00
0.00
' 377,368.00'
1,738.80
579,726.80
$368.74029
DEVELOPER COSTABLE TO
BENEFIT 'm
Oua09bf IOU
0.08 5884.55
0.06 1,032.26
0.08 92.36
435 1.738.34
5,944 713.28
5,944 832.16
5,944 5,171.28
5.944 7.430.00
0 0.00
0 O.OD
0 0.00
0 0.00
1,486 3,580.40
0 0.00
1 150.00
3 1,300.00
0.08 57.50
0.09 1,111.59
0.08 448."
1 21,600.OD
-_'--546.128.36
0 $0.00
0 0.00
0 0.00
106 5,18440
45 1,575.00
W 1.980.00
0 0.00
2 8.400.00
a 1.440 OD
1 1,200:00
... _..---S79.779.00
1183 534.00.00
351 12.638.00
1,022 51,10000
743 28,748.00
50 1.550.00
S 13.000.00
6 1.44.00
2 480.00
-5141,706.7X1
2.924 587252.00
70 1,750.00
24 21.909.00
23 a,9m..00
3 1,BSO40
1 1.049.69
3 1,290.00
4 t,100A0
4 720.00
3 270.00
3 130.OD
7 4.900.00
7 17,500.00
5 900.00
5 3,500.00
- ---51!0.901.09
$337.9,1.05
r1
TOTAL COST OF PROJECT IMPROVEMENTSj°
bm
I9st1
OutrHbt
Una
Eft
low
Schedule
5 (Guild Avenue Su.134.14.6 to Sta. 177.44.4)
0
0.00
0
0.00
0
simtuxslkm
0
0.00
0
0.00
1
Miscellaneous Grading
I
LS
11,600.20
71,600.20
2
Anton Renewal
I
LS
2.413.00
2.413.00
3
CL-Wa Onb
I
LS
215.90
215.90
4
Roadway Excavation
1.016
CY
4.00
4.064.00
5
Co ext Original Ground 10.50')
13,440
SF
0.12
1.663.20
6
Coad Native MBWW (0.00)
13.460
SF
0.14
1,940.40
T
Aggregate Base. Gass II 10.80)
13,460
SF
037
12.054.20
8
Asphalt Concrete, Type 6(0.40)
13,460
SF
1.25
17,325.00
9
Shoulder IE 6 W)
330
LF
2.40
792.00
10
6'Asphalt Duke
230
LF
5.00
11150.00
f 1
Traffic Cement Plan
1
LS
150.00
150.00
12
Traffic Coned
1
LS
2.900.00
2.900.00
13
PavemM4 Marking 4 Striping
I
LS
1,164.70
1,164.70
14
Sleet Ughh
0
EA
MAO___
0.00
$17.312.00
Subfolaf
$0.00
wa&LSyskm
Subloral
$47,436.60
BEAR OSTS m
sionlui Svsttm
I9st1
0
$0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
O
000
0
0.00
0
0.00
0 ------
_0.00
Subtotal
$0.00
sionlui Svsttm
0
$0.00
0
0.00
1 60•ClP
326
LF
$99.00
532.274.00
0
$0.00
2 24' Sean Oram
45
LF
50.00
2.250.00
45
2,250.00
3 14' Sloan 0laln
45
LF
46.00
2.100.60
45
2.160.00
4 12' Slam Orcin
70
LF
33.00
2.310.00
70
2.310.00
5 77, Storm Drake Manhole
1
EA
5.300.00
5.300.00
0
0.00
6 Pee Madter
2
EA
180.00
360.00
2
360.00
7 Sift Wel Catch Basin
i
FA
1200.00
01)-
Subl01s1
$43.654.00
Subtotal T
$8.280.00
SMIRM SaWLSISIem
1 8• Sanitary Sewer Pipe (VCP)
352
LF
$36.00
$12.672.60
0
$0.00
2 6• Sanitary Sewer Pipe (VCP)
60
LF
31.60
1.1180.00
0
0.00
3 Sanitary Sewer Manhole
I
EA
2.600.00
2,800.00
0
0.00
4 Pipe Mads
1
EA
180.00 ..
180.00
0 ......
... .... 0.00.
Subtotal
$17.312.00
Subfolaf
$0.00
wa&LSyskm
I t0. Nara Pipe (PVC)
397
LF
$25.00
$9.925.00
0
50.00
2 'XiNaler VaWe
4
EA
1,100.00
4,400.00
0
0.00
3 f0' x/0• Cross Assembly
I
EA
550.00
550.00
0
O.W
4 Pipe Marker
2
EA
180.00
MOO
0
0.00
5 Blow 06
2
EA
700.00,.
1,400.00
0__....
-_.. _0.00
Subtotal
SI6.635.00
Subtotal
$0.00
Schedule 5 Tolal $127.237.60
P."s eie
$8,281.00
COST OF CITY -FUNDED FACILITIES Blm.T BY DEVELOPER O1
QLs0i1{Y
1
f
1
1,018
MOW
13.11W
13,060
13,1160
330
230
1
1
1
Subtotal
10%Ergkteering 4 Administration
Subtotal Streat System
326
0
O
0
1
0
0
Subtotal
10%Ef gineerkV 6 Adlerxstralbn
Subtotal storm Drain System
352
60
1
1
Subtotal
10%Ergfneedq 6 Admtristralion
Subtotal Sanitary Sewn System
397
4
1
2
2
Subtotal
10% Engine" 6 AdnYntstration
Subtotal Wala Syslan
Taal
law
$1,600.20
2,413.00
215.9D
4.064.00
1.603.20
1,940.40
12,055.20
17,325,00
792.00
1,150.00
150.00
2,900.00
1,164.70
0.00
$47,436.60
4,743.66
$52,180.26
$32.274.00
0.00
0.00
0.00
5,300.00
0.00
$37,574.00
1,757,40
$41.331.40
$12,672.00
IHSW Oo
2,600A0
180.00
$17,312.00
1.731.20
$19.043.20
$9.925.00
4,400.00
550.00
380.00
1 A00.00
sla.6T5.00
1,98],50
$16.296.50
$130.853.36
DEVELOPER COST#ABLE TO
BENEFIT w
0
$0.00
0
0.00
0
0.00
0
QOD
00.0D
0
0.00
0
0.00
0
000
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
D - -_-
O.OD
Amotal
i066-
0 $0.00
45 2.250.00
45 2,160.00
702,310.00
0 0.00
2 360.00
1_-- 1200_00
$4.280.00
0 SOHO
0 1.00
0 0.00
00.00
--$0.00
0 $0.00
0 000
0 0.00
0 0.00
50.00
$6.280.00
"I The amounts shown are based on Contract and change order prices provided by Siegfried Eniihaeing. etc Developers engkteer,
P." 6.0 6
COST OF CITY -FUNDED FACILITIES BUILT BY DEVELOPER 1O
Qginlity Tn1.81
DEVELOPER COSIUTABLE TO
BENEFIT "'
Duao9a law
1
i
0
$0.00
1
1,159.00
TOTAL COST OF PROJECT IMPROVEMENTS "'
0
OEVEOLCOSTS
01
Item
Qnctlmim
Quail"
Una
ELI=
Total
Guaft
Intal
Schedule a (fund Avenue Sta. 137.44.8 to Sta.139481)
0
0.00
6,700
MM.00
0
MmLSYslw
6,700
938.00
0
0.00
1
Miscellaneous Grading
1
LS
S768.60
5766.60
0
$0.00
2
Asphalt Removal
1
LS
1,159.00
1,159.00
0
0.00
3
clear S Grub
11
LS
103.70
103.70
0
0.00
4
Roadway Excavation
488
CY
4.00
1,952 DO
0
0.00
5
Compact Original Geoutd (0.50')
6,708
SF
0.12
804.00
0
0.00
8
Compact Native Material (0.80)
8,700
SF
0.14
938.00
0
000
7
Aggregate Base, Class II (D.aa)
6,700
SF
0.87
5.829.00
0
0.00
8
AspnaO Concrete, Type 8 (0.40')
0700
SF
1.25
8,375.00
0
0.00
9
Survey Monument
1
EA
550.00
550.00
0
0.00
10
Tratitc Control Plan
I
LS
120.00
120.DD
0
0.00
I
Traffic Cartrol
1
LS
2,320.00
2,320.00
0
000
12
Pavement Mar" 6 Striping
1
LS
931.76
931.76
0
OOD
13
Street Los
0
EA
0.00
_ 000
0 _
O00
- _$0.00
Subtotal
523,851.06
Subtotal
S(gt111Dnln 1192 l
270
$8280.00
0
$0.00
1
60'Ce'
155
LF
$99.00
$15,345.00
0
$0.00
2
or RCP
10
LF
160.00
1,600.00
0
000
3
30'Sl" Drain
68
LF
68.00
4,488.00
69
4,488.00
4
1B' Storm Oram
30
LF
48.00
1,440.00
30
1,440.00
S
72 Storm Drain Manhole
1
EA
5,300.00
5,300.00
0
0.00
6
Pipe Marker
2
EA
180.00..,
380.00
2 .. _
.... . 360.00
4
4,400.00
Subtotal
528,533.00
Subtotal
$6,288.00
1
8�Plpe mp)
230
LF
$38.00
58280.00
0
$0.00
2
Ir Sanitary Sewer Pipe (VCP)
80
LF
31.00
2,480.00
0
000
3
Santlary Sewer MaNgN
I
EA
2.600.00
2,600.00
0
000
4
P Sanitary Sewer Sente (55 LF)
1
EA
2,000.00
2,000.00
0
0.00
5
Pipe Marker
3
EA
18000,540.00.
TOTAL
0.... _.
.._.--0.00
PCE Relocation Fee
$S7,33&30
Subrolad
515,900.00
__547,341.41
10.00
subtotal
Wat4LSYStain
1
10' Water Ppe (PVC)
244
LF
$25.00
$6.100.00
0
$0.00
2
l0` wale Valve
4
EA
1.100.00
4,400.00
0
0.00
3
lo- 010' Goss Assembly
1
EA
550.10
550.00
0
0.00
4
slow OB
2
EA
100.00
1,400.00
O___^---_000
Subtotal
$12A50.00
Schedule 6 Total
$80,734.08
Total
$6.288.00
TOTAL COST OF IMPROVEMENTS
11.455.695.35
TOTAL
5629,262.20
PGE Reloca0on
Fee
SS7,333.30
Pink Bell Rekxallon Fee
$47,'N• 2.41
TOTAL CONSTRUCTION COSTS
2734,137.91
"I The amounts shown are based on Contract and change order prices provided by Siegfried Eniihaeing. etc Developers engkteer,
P." 6.0 6
COST OF CITY -FUNDED FACILITIES BUILT BY DEVELOPER 1O
Qginlity Tn1.81
DEVELOPER COSIUTABLE TO
BENEFIT "'
Duao9a law
1
$768.80
0
$0.00
1
1,159.00
0
0.00
1
103.70
0
0.00
488
1,952.00
0
0.00
6,700
MM.00
0
0.00
6,700
938.00
0
0.00
8,700
5,829.00
0
0.00
6,700
8,375.00
0
0.00
1
550.00
0
0.00
1
120.00
0
0.00
1
2,320.00
0
0.00
1
931.76
0
o(k)
0
0.00
0000
Subtotal
$23,851.06
Subtotal
10% Engateertng 6 Admk4straWn
2,385.11
subtotal street System
526,238.17
155
S1S,345.00
0
$0.00
10
1,600.00
0
ODD
0
O.00
64
4.488.00
0
0.00
30
1,440.00
1
5,300.00
O
000
0
0.00
2.
360.00
Subtotal
._.
S22,245.00
Subtotal
_ .....
_... _.
58.288.00
10% Eagineeetrg 8 Administration
„2,224:50
SubtotalStorrn Orafn System
321.469.50
270
$8280.00
0
$0.00
90
2,480.00
0
5000
1
2,800.00
0
$0.00
1
2,000.00
0
$0.00
3
540.00
0
$0.00.
5/5.900.00
10% Engineering 6 Administration
1,590.00
Subtotal
Subrofal Sanitary Sewer System
$17,490.00
244
$6,10000
0
$0.00
4
4,400.00
0
0.00
1
5511.00
0
000
2__1,4000D
---312,450.00
$0.00
10% Erglr Wit 6 AdmlMstrawn
,. _ 1,245.00
Subtotal Wart System
573,005.00
Total
$81.890.67
Total
36.26800
TOTAL
$909,076.47
TOTAL
1394,206.99
PCE Relocation Fee
$S7,33&30
Ps,ifk Be8 Relocation Fee
__547,341.41
TOTAL CONSTRUCTION COSTS ATTRIBUTABLE TO BENEFIT AREA $503.082.70
10%Engfeeeeing 8 Administration $39.020.70
Englneark* Plan Check Fee $4.177.55
Englneering Imp tcOon Fee 12.3%) 8,955.17
RetmbursamaM Application Fee 11%1 £5,070.87
TOTAL DEVELOPER COSTS ATTRIBUTABLE TO BENEFIT AREA $SN.448fa
EGE
PROPERTIES BENEFITING
FROM GUILD AVE.
IMPROVEMENTS
®PROPERTIES B
FROM GUILD AVE.EAND ANO
TURNER ROAD IMPROVEMENTS
APN
AC
0
AREA OF IMPROVEMENT
ASSESSOR'S PARCEL NUMBER
ACRES
Lou STORAGE ASSOCIATES LP J
AC:5.19 L001 STORAGE
APN:049 OBO 81 XASSOCIATES IP
AC: .55
TURNER ROAD STREET APN:049 OBO 82
AND INFRASTRUCTURE
IMPROVEMENTS
2E
LODI 2000/
,'DISb8UTIOW TRUSTi�Y
AC;5.00'
APN.049 080 28
DOD�
15.00(
)49 080 OS83
/ /LORI .2()0(1 ,/ / / / /�•
//� /'�DISIIBUTION TRUST
,APN-049 080 83/Go
/ , I
/GUILD AVENUE STREET' / AC:4.52/
Al1D INFRASTRUCTURE / , / / / / ,APN;049 040 06'
IMPROVEMENTS' /
GWILD AVENUE,/
92 'I . METTLER 0 R 0 M'
` I10 ;'0/'1 & 0,'I , /m,P 1i, // m/12001 TRUST/
o l' // o b o o f o •$,/ 0 1 AC: 4.49.
/C/a,,'1 / ;'^,'a'� / vi ,'ab/(APN:049 080 O7 1
rc /0 /R
W W
...z
0 .
LODI STORAGE
ASSOCIATES LP I
AC.: 2.59 I
AP14:049 OBO 74
BENEFIT AREA
m
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�
EXHIBIT
PubBcs Works Oeparlment
aio
I01
Development: 770 N. Guild Avenue
79181
QMKY
Oewdoper, Lodi 2000 lMtrlbullon Trust
Schedule I (Turner Road Sta. 699+17.7 to
Sta. 702+61.3)
Engineer: Baumbach 8 Piazza
TOTAL COST OF PROJECT IMPROVEMENTS rrr I COST OF CITY4UNDED IMPROVEMENTS tri I REIMBURSABLE IMPROVEMENTS rrl
Rem
Description
QLhvklY
(1015
aio
I01
Quffift
79181
QMKY
Inlet
Schedule I (Turner Road Sta. 699+17.7 to
Sta. 702+61.3)
1
street 8ltstem
Miscellaneous Grading
1
LS
$870,00
$870.00
0
$0.00
0
$0.00
2
Asphalt Removal
1
LS
400.00
400.00
0.20
80,00
0
0.00
3
Clear&Grub
1
LS
2,500.00
2,500.00
0.15
375.00
0
0.00
4
Chain Link Fence Removal
1
LS
4,000.00
4,000.00
0
0.00
0
0.00
5
Roadway Exravalion
620
CY
4.00
2,480.00
93
372.00
0
0.00
6
Compact Original Ground (0.50')
21,240
SF
0.12
2,548.80
4,128
495.36
0
0.00
7
Compact Native Material (0.80')
21,240
SF
0.14
2,973.60
4,128
577.92
0
0.00
8
Aggregate Base, Class II (0.75')
21,240
SF
0.85
18,054.00
4,128
3,508.80
0
0.00
9
Asphalt Concrete, Tyle B (0.40')
21,240
SF
1.25
26.550.00
4,128
5.180.00
0
0.00
10
30' Commercial Driveway
t
FA
2,200.00
2,200.00
0
0.00
0
0.00
I t
Vertical Curb, Gutter d Sidewalk
309
LF
24.00
7,416.00
0
0.00
0
0.00
12
Vertical Curb 6 Gutter
344
LF
14.00
4,816.00
0
0.00
0
0.00
13
Comm. CGSW & AC Dice
76
LF
15.00
1,140.00
0
0.00
0
0.00
14
Concrete Subgrade Compaction
3,440
SF
0.40
1,376.00
0
0.00
0
0.00
15
Barricade
1
EA
300.00
300.00
0
0.00
0
0.00
16
Traffic Control Plan
1
LS
165.00
165.00
0.19
32.07
0
0.00
17
Traffic Control Plan
1
LS
3,190.00
3,190.00
0.19
619.98
0
0.00
18
Pavement Marking 8 Striping
1
LS
1,281.17
1,281.17
0.19
249.00
0
0.00
19
Street Lights
1
LS
9,800.00
9,800.00
0
0.00
0
..__ 0.00
Subtotal
592,060.57
Subtotal
$11,470.12
Subtotal
_
$0.00
10% Engineering d Administration
1.147.01
10% Engineering d Administration
0.00
Subtotal Street System
512,617.13
Subtotal Street System
50.60
,$tn►m orale SY9111B
1
6(' CIP
344
LF
$99.00
$34,056.00
344
$34.056.00
0
$0.00
2
15' SD
15
LF
35.00
525.00
0
0.00
0
0.00
3
12' SO
0
LF
33.00
0.00
0
0.00
0
0.00
4
Pipe Marker
1
EA
180.00
180.00
0
0.00
0
0.00
5
Side Inlet Catch Basin
1
FA
1,200.00___1,200.00
0
___0.00
0
--..-0.00
Subtotal
$35,961.00
Subtotal
$34,05-00
Subtotal
$0.00
10% Engineering 8 Administration
3,405.60
10% Engineering 6 Administration
0.00
Subtotal Storm Drain System
$37,46i.60
Subtotal Storm Drain System
$0.00
Ila Sewer SYatem
1
6' Sanitary Sewer Pipe (VCP)
105
LF
$31.00
$3,255.00
0
50.00
0
$0.00
2
Son" Sewer Manhole
1
EA
2,600.00
2,600.00
0
0.00
0
0.00
3
Pipe Marker
1
EA
180.00
180.00
0
0.00
0
0.00
4
Remove Existing Riser
1
FA
240.00
... 240.00
0
0.00
0
_0.00
Subtotal
$6,275.00
Subtotal
S0.00
Subtotal
$0.00
10% Engineering dAdmlniskallon
0.00
10%Engineering 6Administration
0.00
Subtotal Sanitary Sewer System
50.00
Subtotal sealtarySewer system
50.00
wal2r syskm
1
10' Water Pipe (PVC)
434
LF
$25.00
$10,850.00
345
$690.00
0
$0.00
2
10' Water Lateral (PVC)
35
LF
25.00
875.00
0
0.0D
0
0.00
3
10' Water Velve
2
EA
1,100.00
2,200.00
2
50-00
0
0.00
4
10' Water Lateral Valve
1
FA
1,too.00
1.100.00
0
0.00
0
0.00
5
8' Water Valve
1
FA
850.00
850.00
0
0.00
0
0.00
6
10' x 10' Cross
1
EA
550.00
550.00
0
0.00
0
0.00
7
10'x 8' Reducer
1
FA
180.00
180.00
0
0.00
0
0.00
8
8' Fire Hydrant Assembly
1
FA
2,700.00
2,700.00
0
0.00
0
0.00
9
Pipe Marker
1
FA
180.00
160.00
0
0.00
0
0.00
10
Blow Off
1
EA
700,00700.00
0
0.00
0
0.00
Subtotal
$20,185.00
Subtotal
$1,190.00
Subtotal
$0,00
10% Engineering 8 Administration
119.00
10% Engineering 8 Admintstration0.OD
_
Subtotal Water System
$1,30990
Subtotal Water System
$0.00
Schedule 1 Toldt
$154,481.57
Total
$51,387.73
Total
$0.00
1\
W TOTAL COST OF PROJECT IMPROVEMENTS 111 I COST OF CI1WEO IMPROVEMENTS 111 I REIMBURSABLE iMPROVEMEhin 111
In
Oesedritim
9ueNItY
Stmt
Price
IM
4ull"
I"
Qua0tity
I"
Schedule 2 (Tumor Road Sta. 702+61.3 to Sts. 705+46)
1
Street Salem
Miscellaneous Grading
1
LS
5530.00
$530.00
1
$530.00
0.736
$390.08
2
Aphah Removal
1
LS
600.00
600.00
1
600.00
0.736
441,60
3
Clear & Grub
1
LS
12,800.00
12,800.00
1
12,8W.00
6.736
9,420.80
4
Roadway Excavation
380
CY
4.00
1,520.00
380
1,520.00
279.68
1,118.72
5
Compact Original Ground (0.50')
13.024
SF
0.12
1,562.68
13,024
1,562.88
9.585.66
1,150.28
6
Compaq Native Material (0.80')
13,024
SF
0.14
1,823.36
13,024
1,823.36
9,585.66
1,341.99
7
Aggregate Base, Class 11(0.75')
13,024
SF
0.85
11,070.40
13,024
11,070.40
9,585.66
8,147.81
a
Asphalt Concrete. Type B (0.49)
13,024
SF
1.25
16.260.00
13,024
16.280.00
9.585.66
11,982.08
9
6'Asphalt Dike
210
LF
5.00
1,050.00
210
1,050.00
210
1,050.00
10
Shoulder an Turner Road (N b S)
320
LF
2.50
800.00
320
800.00
320
800.00
11
Street Sign d Posts
1
EA
320.00
320.00
1
320.00
1
320.00
12
Traffic Control Plan
1
LS
135.00
135.00
1
135.00
0.736
99.36
13
Traffic Control Plan
1
LS
2,610.00
2,610.00
1
2,610,00
0.736
1,920.96
14
Pavement Marking d Striping
1
LS
1,046.23
1,048.23
1
1,048.23
0.736
771.50
15
Street Lights
0
LS
0.00 _
0.00
0
0.00
0
0.00
Subtotal
$52.149.87
Subtotal
$52,149.87
Subtotal
$38,955.16
10% Engineering 6 Administration
_ _ 5,214.99
10% Engineering 6 Administration
_ 3,895.52
Subtotal Street System
$57,364.86
Subtotal Street System
$42.850.70
a St413B.DLill"irsteID
1
60' CIP
280
LF
$99.00
$27,720.00
200
$27,720.00
0
$0.00
2
60' RCP
50
LF
160.00
8.000.00
50
8,000.00
0
0.00
3
15' Storm Drain
90
LF
35.00
3,150.00
0
0.00
0
0.00
4
12' Stomp Drain
88
LF
33.00
2,904.00
0
0.00
0
0.00
5
72' Storm Drain Manhole
1
EA
5,300.00
5,300.00
1
5,300.00
1
0.00
6
Pipe Marker
4
EA
180.00
____._.720.00
0
_ _ _ _ 0.00
0
„-- ------ 0.00
Subtotal
$47,794.00
Subtotal
$41,020.00
Subtotal
$0.00
10% Engineering d Administration
4.102.00
10% Engineering d Administration
0.00
-.--.-0-00.
Subtotal Storm Drain System
$45,122.00
Subtotal Storm Drain System
$0.00
WAISILSYltem
1
10' Water Pipe (PVC)
286
LF
S25.00
S7.200.00
288
$7,200.00
289
$6,624.001!
2
10' Waler Valve
1
EA
1,100.00
1,100.00
1
1,100.00
.1
850.00111
3
10'WaterLateral (PVC)
46
LF
25.00
1,150.00
46
1,150.00
46
1,150.00
4
10' Water Lateral Valve
1
EA
1.100.00
1,10000
1
1,100.00
1
1,100.00
5
8' Water Pipe (PVC)
30
LF
26.00
780.00
30
780.00
30
780.00
6
8' Water Valve
1
EA
850.00
850.00
1
850.00
1
850.00
7
B' Water Pipe (PVC)
30
LF
24.00
720.00
30
720.00
30
720.00
8
6' Water Valve
1
EA
700.00
700.00
1
700.00
1
700.00
9
10"x 10' Cross
1
FA
550.00
550.00
1
550.00
1
550.00
10
10' x 8' Reducer
1
FA
180.00
180.00
1
180.00
1
110.00
11
10"x 10'x 6"x 6' Cross
1
EA
180.00
180.00
1
180,00
1
180.00
12
Blowoff
3
EA
700.00
2.100.00
3
2,100.00
3
2,100.00
13
Pipe Marker
3
EA
180.00 _
- _ - -. _ 540.00
3
_ _ _ ._ 540.00
3
_ ........ _540_00
Subtotal
$17,150.00
Subtotal
$17,150.00
Subtotal
$16,324.00
10% Engineering d Administration
1,715,110,
10% Engineering b Adninislration
Subtotal Water System
$18,865.00
Subtotal Water System
$17,956.40
Schedule 2 Total
. $117,093.87
Total
$121,351.06
Total
$60,807.10
•
TOTAL COST OF PROJECT IMPROVEMENTS ni
COST OF CW6ED IMPROVEMENTS t'1 REIMBURSABLE IMPROVEMENTS M 9
Ubm
Qsintity
L(Dd
eke
Iola)
Q,,W
law
Quantity
rmw
Schedule 3 (Guad Avenue Sta. 114+13.9 to
Sta.119+28.71
Sbeet Svstent
1
Miscellaneous Grading
1
LS
$2.016.00
$2,016.00
O.a4
$1,693,44
0.42
$846.72
2
AsphaR Removal
1
LS
3,040.00
3,040.00
0.84
2.553.60
0.42
1,276.60
3
Clear 8 Grub
1
LS
272.00
272.00
0.84
228.48
0.42
114.24
4
Roadway Excavation
1,280
CY
4.00
5,120.00
1,075
4,300.80
538
2,150.40
5
Compact Original Ground (0.517)
17,519
SF
0.12
2,102.28
14,684
1,762.08
7,342
881.04
6
Compact Native Material (0.80')
17,519
SF
0.14
2,452.66
14,684
2,055.76
7.342
1,027.88
7
Aggregate Base, Class II (0.80')
17.519
SF
0.87
15,241.53
14,684
12,775.06
7,342
6,387.54
8
Asphalt Concrete, Type B (0.401)
17,519
SF
1.25
21,898.75
14,684
18,355.00
7,342
9,177.50
9
Driveway Repair
3
FA
500.00
1,500.00
3
1,500.00
1.5
750.00
10
Shoulder (E 6 W)
1,030
LF
2.40
2,472.00
515
1,236.00
257.5
618.00
11
Tragic Control Plan
1
LS
240.00
240.00
0.84
201.60
0.42
100.80
12
Traffic Control Plan
1
LS
4,640.00
4,640.00
0.64
3,897.60
0.42
1,948.60
13
Pavement Marking b Striping
1
LS
1.863.52
1,863.52
0.64
1,565.36
0.42
782.68
14
Street Lights
0
EA
0.00,.-_-0.00
0--_---._--._.0:00..
0
0.00_
Subtotal
$62,858.74
Subtotal
$52.124.80
Subtotal
526,062.40
10% F_rgfirwring d Administration
_ . 5,212.48
1D% Engineering E Administration
----2.60621.
Subtotal Street System
$57,337.28
Subtotal Street System
528,668.64
Stam Drain System
1
42' CIP
496
LF
$65.00
532,240.00
496
$32.240.00
0
$0.00
2
24' Storm Drain
10
LF
50.00
500.00
10
500,00
0
0.00
3
18' Storm Drain
182
LF
48.00
8,736.00
182
8,736.00
0
0.00
4
12' Slam Drain
80
LF
33.00
2,640.00
BO
2,640.00
BO
2,640.00
5
48' Storm Drain Manhole
3
EA
3.100.00
9,300.00
3
9,300.00
0
0.00
6
Relocate 18' Double SO
1
LS
5,696.26
5,698.26
1
5,698.26
0
0.00
7
Pipe Marker
2
EA
180.00
360.00
2
360.00
2
360.00
8
Side Intel Catch Basin
1
EA
1,200.00
1200.00
1
1200.00
1 _
- _ _ 1,200.00
Subtotal
560.674.26
Subtotal
$60,674.26
Subtotal
$4,200.00
10% Engineering 9 Administration
_ 6.067.43
10% Engineering 6 Administration
--- 420.00
Subtotal Storm Drain System
$66,741.69
Subtotal Storm Drain System
54,620.00
S901tity sewer SysllN
1
8' Sanitary Sewer Pipe (VCP)
565
LF
$36.00
$20,340.00
565
$20.340.00
565
$20.340.00
2
Sanitary Sewer Manhole
2
EA
2,600.00
5,200.00
2
5.200.00
2
5,200.00
3
Pipe Marker
1
EA
180.00
180.00
1
180.00
1
180.00
4
Sanitary Sewer Riser
1
FA
240.00
240.00
1
-.,.----240.00-
1 _
240.00
Subtotal
$25,960.00
Subtotal
$25,960.00
Subtotal
$25,960.00
f0% Engineering b Administration
2.596.00
10% Engineering b Administration
__ 2 595.00
Subtotal Sanitary Sewer System
$28,556.00
Subtotal Sanitary Sewer System
529,556.00
watet.solem
1
10' Water Pipe (PVC)
508
LF
$25.00
$t2,700.00
508
51,016.00
0
$0.00
2
1(rWater Valve
4
FA
1,100.00
4,400.00
4
1,000.OD
0
0.00
3
B' Water Pipe (PVC)
56
LF
26.00
1,456.00
0
0.00
0
0.00
4
B' Water Valve
2
EA
850.00
1,700.00
0
0.00
0
0.00
5
6' Water Vaw
2
EA
700.00
1,400.00
0
0.00
0
0.00
6
10'x W Reducer
2
EA
160.00
360.00
0
0.00
0
0.00
7
10' x B' Reducer
2
FA
180.00
360.00
0
0.00
0
0.00
a
10' x10' Cross Assembly
2
EA
550.00
1,100.00
0
0.00
0
0.00
9
6' Fre Hydrant Assembly
2
EA
2.500.00
5,000.00
0
0.00
0
0.00
10
Pipe Marker
2
EA
180.00
360.00
0
0.00
0
0.00
11
Blowoff
2
EA
700.00.-----
- 1,400.00
0
0.00.
0
__. 0.00
Subtotal
$30,236.00
Subtotal
$2,016-00
Subtotal
50.00
10% Engineering d Administration
201.60_
10% Engineering d Administration
0.00
Subtotal Water System
$2217.60
Subtotal Water System
$0.00
Schedule 3 Total
$179,729.00
Total
$154,852.56
Total
561,844.64
1W TOTAL COST OF PROJECT IMPROVEMENTS 111 I COST OF CAWED IMPROVEMENTS ut I REIMBURSABLE IMPROVEMENTS trr
Item
Descdpwri
Q=WY
LIM
2dce
BW
!?!4a08IY
I1Lti
4uaOWX
IWaI
Schedule 4 (Guild Avenue Sta.119428.7 to Sts. 134+14.8: Mondavi Project)
1
8tent$Yitom
Miscellaneous Grading
1
LS
$8,215.20
$8,2t5.20
0.62
$5,134.49
0
$0.00
2
Asphalt Removal
1
LS
12,388.00
12,388.00
0.62
7,742.48
0
0.00
3
dear d Grub
I
LS
1,108.40
1,108.40
0.62
692.75
0
0.00
4
Roadway Excavation
5,216
CY
4.00
20,864.00
3,260
13,039.98
0
0.00
5
Comped Original Ground (0.50')
71,333
SF
0.12
8,559.96
44,583
5,349.96
0
0.00
6
Compact Native Material (0.80')
71,333
SF
0.14
9,988.62
44,583
6,241.62
0
0.00
7
Aggregate Base, Class II (0.80')
71,333
SF
0.87
62,059.71
44,583
38,787.21
0
0.00
a
Asphalt Concrete, Type 8 (0.40')
71,333
SF
1.25
89,166.25
44,583
55,728.75
0 _
0.00
9
100' Commercial Driveway
1
EA
4,800.00
4,800.00
0
0.00
0
0.00
10
170' Commercial Driveway
2
EA
9,000.00
18,000.00
0
0.00
0
0.00
1 t
Vertical Curb, Gutter 6 Sidewalk
1,160
LF
24.00
27,840.00
0
0,00
0
0.00
12
Concrete Subgrade Compaction
11,146
SF
0.40
4,458.40
0
0.00
0
0.00
0
Shoulder (w)
1,486
LF
2.40
1,566.40
0
0.00
0
0.00
14
Barricade
2
EA
300.00
600.00
0
0.00
0
0.00
15
Mail Box Relocation
1
EA
150.00
150.00
0
0.00
0
0.00
16
Driveway Overlay
3
EA
500.00
1,500.00
0
0.00
0
0.00
17
Traffic Control Plan
1
LS
690.00
690.00
0.62
431.25
0
0.00
10
Traffic Control
1
LS
13,340.00
13,340.00
0.62
8,337.48
0
0.00
t9
Pavement Marking b Sniping
1
LS
5,357.62
5,357.62
0.62
3.346.50
0
OAO
20
Street Lights
1
LS
21,600.00
21,600.00
0
_ 0.00
0
Subtotal
$314,250.56
Subtotal
$144,834.44
Subtotal
$0.00
10% Engineering 6 Administration
_ _ _ 14,483.44
10% Engineering d Administration
Sublotal Street System
$159,317.89
Subtotal Street System
$0.00
Storm anent %MM
1
54' CIP
624
LF
$90.00
$56,160.00
624
$56.160.00
0
$0.00
2
48' CIP
921
LF
80.00
73,680.00
921
73,680.00
0
0.00
3
42' RCP
40
LF
65.00
2,600.00
40
2,600.00
0
0.00
4
Ir Storm Drain
108
LF
48.00
5,184.00
0
0.00
0
0.00
5
1S' Storm Drain
45
LF
35.00
1,575.00
0
0.00
0
0.00
6
12' Storm Drain
60
LF
33.00
1,980.00
0
0.00
0
0.00
7
72' Storm Drain Manhole
0
EA
5,300.00
0.00
0
0.00
0
0.00
a
60' Storm Drain Manhole
5
EA
4,200.00
21,000.00
3
12,600.00
0
0.00
9
Pipe Marker
8
FA
100.00
1,440.00
0
0.00
0
0.00
10
Side Inlet Catch Basin
1
EA
1,200.00
_ 1,200.00
0
_ 0.00
0
_ 0.00
Subtotal
$164,819.00
Subtotal
$145,040.00
Subtotal
$0.00
10% Engineedng d Administration
_ 14.504.00
10% Engineering 6 Administration
_. _-_ _0.
Subtotal Storm Drain System
$159,544.00
Subtotal Storm Drain System
$0.00
Sant(uy Sewer Witill
1
15' Sanitary Sewer Pipe (VCP)
683
LF
$75.00
551,225.00
683
517,075.00
0
$0.00
2
12' Sanitary Sewer Pipe (VCP)
351
IF
67.00
23,517.00
351
10,681.00
0
0.00
3
10' Sanitary Sewer Pipe (VCP)
1,022
LF
50.00
51,100.00
0
0.00
0
0.00
4
8' Sanitary Sewer Pipe (VCP)
743
LF
36.00
26.748.00
0
0.00
0
0.00
5
6' Sanitary Sewer Pipe (VCP)
50
LF
31.00
1.550.00
0
0.00
0
0.00
6
Sanitary Sewer Manhole
5
EA
2,600.00
13,000.00
0
0.00
0
0.00
7
Pipe Marker
8
FA
180.00
1,440.00
0
0.00
0
0.00
8
Sanitary Sewer Riser
2
EA
240.00
400.00.
0
0.00
0
Subtotal
$169,060.00
Subtotal
$27,956.00
Subtotal
$0.00
10% Engineering 8 Administration
2,795.60
10% Engineering 8 Administration
_ 0.00
Subtotal Sanitary Sewer System
$30,751.60
Subtotal Sanitary Sewer System
$0.00
Witaymem
1
10' Water Pipe (PVC)
2.924
LF
525.00
$73,100.00
2,924
$5,848.00
0
SO.00
2
10' Water Pipe (DIP)
70
LF
27.00
1,890.00
70
140.00
0
0.00
3
10' Water Valve
24
FA
1,100.00
26,400.00
18
4,500.00
0
0.00
4
RR Xing Jack 8 Bore IW Casing
46
LF
300.00
13,800.00
23
6,900.00
0
0.00
5
10' x 10' Cross
3
EA
550.00
1,650.00
0
0.00
0
0.00
5
Relocate 10' x 10' Cross
1
LS
1,049.69
1,049.69
0
0.00
0
0.00
8
10' x 10' x 6' x 6' Cross Assembly
3
FA
420.00
1,260.00
0
0.00
0
0.00
7
10' x 10' x 10' Tee
4
EA
300.00
1,200.00
0
0.00
0
0.00
8
10' x 10' x 6' Tee
4
EA
180.00
720.00
0
0.00
0
0,00
9
10' Blind Flange
3
EA
90.00
270.00
0
0.00
0
0.00
10
6' Bind Flange
3
FA
50.00
150.00
0
0.00
0
0.00
11
6' Gate Valve
7
EA
700.00
4,900.00
0
0.00
0
0.00
12
6' Fire Hydrant Assembly
7
EA
2.500.00
17,500.00
0
0.00
0
0.00
13
Pipe Marker
5
EA
100.00
900.00
0
0.00
0
0.00
14
Blow011
5
EA
700.00___3,50D.W
0
0.00_
0
0"
Subtotal
5148,289.69
subtotal
317.380.00
Subtotal
50.00
10% Engineering 3 Administration
_ .... 1,738.80
10% Engineering 8 Administration _
0,00_
Subtotal Wafer System
$19.126.80
Subtotal watersystem
$0.00
Tht.l
5366.740.29
Total
$0.00
•
TOTAL COST OF PROJECT IMPROVEMENTS "'
COST OF CIT IWO IMPROVEMENTS t"
REIMBURSABLE IMPROVEMENTS t'r
&M
Ikscripti0e
QuazUilY
unit
Pace
low
alto Y
TOW
Qua UY
7�a1
Schedule S (Gulld Avenue S1a.134+14.8 to Ste. 137.44.6)
skalit:$ygtt81
1
Miscellaneous Grading
1
LS
$1,600.20
51,600.20
1
51,600.20
0.5
$800.to
2
Asphalt Removal
1
LS
2.413.00
2,413.00
1
2,413.00
0.5
1.206.50
3
Clear &Grub
1
LS
215.90
215.90
1
215.90
0.5
107.95
4
Roadway Excavation
1,016
CY
4.00
4,064.00
1,016
4,064.00
508
2,032.00
5
Compact Original Ground (0.50')
13,860
SF
0.12
1,663.20
13,860
1,663.20
6.930
831.60
6
Compact Native Material (0.80')
13.860
SF
0.14
1,940.40
0.11M
1,940.40
6.930
970.20
7
Aggregate Base, Class II (0.80')
13,860
SF
0.87
12.058.20
13.860
12,058.20
6.930
6,029.10
8
Asphalt Concrete. Type 8 (0.4(r)
13.860
SF
1.25
17,325.00
13.860
17,325.00
6,930
8,662.50
9
Shoulder (E & W)
330
LF
2.40
792.00
330
792.00
165
396.00
10
6'Asphalt Dike
230
LF
5.00
1,150.00
230
1,150.00
115
575.00
11
Traffic Control Plan
1
LS
150.00
150.00
1
150.00
0.5
75.00
12
Traffic Control
1
LS
2.900.00
2,900.00
1
2.900.00
0.5
1,450.00
13
Pavement Marking 8 Striping
1
LS
1,164.70
1,164.70
1
1,164.70
0.5
582.35
14
Street Lights
0
EA
0.00
_0.00
0
_ 0.00
0
0_0.
Subtotal
547,436.60
Subtotal
547,436.60
Subtotal
$23,718.30
10% Engineering 6 Administration
4,743.66
10% Engineering 8 Administration
_ _ 2.371.83
Subtotal Street System
$52,180.26
Subtotal Street System
$26,090.13
Storm Drain System
1
60' CIP
326
LF
$99.00
532,274.00
326
$32,274.00
0
$0.00
2
24' Storm Drain
45
LF
50.00
2,250.00
0
0.00
0
0.00
3
18'Storm Drain
45
LF
48.00
2,160.00
0
0.00
0
0.00
4
12' Storm Drain
70
LF
33.00
2.310.00
0
0.00
0
0.00
5
72' Storm Drain Manhole
1
EA
5,300.00
5,300.00
1
5.300.00
0
0.00
6
Pipe Marker
2
EA
180.00
360.00
0
0.00
0
0.00
7
Side Intel Catch Basin
1
EA
1,200.00
1,200.00
0
0.00
0
0.00
Subtotal
$45,854.00
Subtotal
$37,574.00
Subtotal
50.00
10%Engineering &Administration
3,757AD
10% Engineering &Adminislration
0.00
Subtotal Storm Drain System
541,331.40
Subtotal Storm Drain System
$0,00
S- 6Y
1
Sew Pipe
8' Sanitary Sewer Pipe (VCP)
Sanitary(
352
LF
536.00
512.672.00
352
$12.672.00
352
$12,672.00
2
6' Sanitary Sewer Pipe (VCP)
60
LF
31.00
1.860.00
60
1,860.00
60
1,860.00
3
Sanitary Sewer Manhole
1
EA
2,600.00
2,600.00
1
2,600.00
1
2,600.00
4
Pipe Marker
1
EA
180.00
_ 180.00
1
180.00
1
-----180.00
Subtotal
$17,312.00
Subtotal
$17,312.00
Subtotal
517,312.00
10% Engineering & Administration
1,73120
10% Engineering & Administration
1,731.20
Subtotal Sanitary Sewer System
519,043.20
Subtotal Sanitary Sewer System
519,043.20
1
Water Svstam
10' Water Pipe (PVC)
397
LF
525.00
59.925.00
397
59,925.00
397
$9,285.00
2
10' Water Valve
4
EA
1,100.00
4,400.00
4
4,400.00
4
3.9D0.00'n
3
10' x 10' Cross Assembty
1
EA
550.00
550.00
1
550.00
1
2
550.00
360.00
4
Pipe Marker
2
EA
180.00
360.00
2
360.00
1,400.00
2
1,400.00
5
Blow OB
2
EA
700.00
1.400.00
2
Subtotal
$16,635.00
Subtotal
$15,635.00
Subtotal
$15.495.00
10% Engineering & Administration
_ -_ -_ 1,663_50_
10% Engineering & Administration
1,549.50.
Subtotal Water System
$18,298.50
Subtotal Water System
517,044.50
Schedule 5 Total
$127,237.60
Total
$130,853.36
Total
$62.177.83
TOTAL COST OF PROJECT IMPROVEMENTS I'I I COST OF CfwED IMPROVEMENTS Irl I REIMBURSABLE IMPROVEMENTS m
bm
Description
Quantity
t8ti1
Schedule 6 (Guild Avenue $is.137+44.8 to
Sta.139+81)
4.00
1,952.00
MMLUsttm
804.00
0.14
1
Miscellaneous Grading
1
LS
2
Asphalt Removal
1
LS
3
Clear 6 Grub
1
LS
4
Roadway Excavation
488
CY
5
Compact Original Ground (0.50')
6,700
SF
6
Camped Native Material (0.80')
. 6,700
SF
7
Aggregate Base, Gass 11(0.80')
6,700
SF
8
Asphalt Concrete, Type 6 (0.4(r)
6,100
SF
9
Survey Monument
1
EA
10
Traffic Control Plan
1
LS
it
Traffic Control
1
LS
12
Pavement Marking It Striping
1
LS
13
Street Lights
O
EA
Price I"
5768.60
$768.60
1,159.00
1,159.00
103.70
103.70
4.00
1,952.00
0.12
804.00
0.14
938.00
0.137
5,829.00
1.25
8,375.00
550.00
550.00
120.00
120.00
2.320.00
2,320.00
931.76
931.76
0.00
-.0.00
Subtotal
523,851.06
$term Dnln System
LF
525.00
$6,100.00
4
1 60' CIP
155
LF
$99.00
$15,345.00
2 60' RCP
10
LF
160.00
1,600.00
3 30' Storm Drain
68
LF
66.00
4,488.00
4 18' Storm Drain
30
LF
48.00
1,440.00
5 72' Storm Drain Manhole
1
EA
5,300.00
5,300.00
6 Pipe Marker
2
EA
180.00 _._
_ 360.00,
Subtotal
$28,533.00
$ant- ariSewerSttsttm
1 8' Sanitary Sewer Pipe (VCP)
230
LF
$36.00
$8,280.00
2 6' Sanitary Sewer Pipe (VCP)
80
LF
31.00
2,480.00
3 Sanitary Sewer Manhole
1
EA
2,600.00
2,600.00
4 4' Sanitary Sewer Service (55 LF)
1
EA
2,000.00
2,000.00
5 Pipe Marker
3
EA
180.00 ..
540.00
Subtotal
$15,900.00
MkILSYS1em
I t0' Water Pipe (PVC)
2 1(' water Valve
3 10' x10' Cross Assembly
4 Blow Off
244
LF
525.00
$6,100.00
4
EA
1,100.00
4.400.00
1
EA
550.00
550.00
2
EA
700.00.__
_ 1.400.00
Subtotal
$12,450.00
Schedule 6 Total $00,734.06
Total Cost of Improvements $1,455,695.35
QMNY
1
1
1
488
6,700
6,700
6,700
6,700
1
1
1
1
0
Subtotal
10% Engineering 6 Administration
Subtotal Street System
155
to
0
0
1
0
Subtotal
10% Engineering 6 Administration
Subtotal Storm Drain System
230
80
1
1
3
Subtotal
10% Engineering 6 Administration
Subtotal Sanitary Sewer System
244
4
1
2
Subtotal
10% Engineering 6 Administration
Subtotal Water System
Total
Total
"I The amounts shown are based at contract and change order prices provided by Siegfried Engineering, the Developers engineer.
in Reimbursable costs for 10' PVC Water Pipe and IV Water Valve have been adjusted to include credit for oversize mains.
T9ial
$768.60
1,159.00
103.70
1,952.00
804.00
938.00
5,829.00
8,375.00
550.00
120.00
2,320.00
931.76
0.00
$23,851.06
--..-2.385.11
528,236.17
515,345.00
1,600.00
0.00
0.00
5,300.00
0.00
$22,245.00
2,224.50
$24,469.50
$8,200.00
2,480.00
2.600.00
2,000.00
540.00
_ $15,900.00
11599A
.00 517,490.00
$6.100.00
4,400.00
550.00
1,400.00
$12.450.00
1,245.00
$13,695.00
$81,890.67
$909,076.47
0.5
0.5
0.5
244
3,350
3,350
3,350
3,350
0.5
0.5
0.5
0.5
0
Subtotal
10% Engineering d Administration
Subtotal Street System
0
0
0
0
0
0
Subtotal
10% Engineering It Administration
Subtotal Storm Drain System
230
so
1
1
3
Subtotal
10% Engineering E Administration
Subtotal Sanitary Sewer System
244
4
1
2
Subtotal
10% Engineering d Administration
Subtotal Water System
Total
Total
Engineering Plan Check Fee (1.5%)
Engineering Inspection Fee (2.5%)
Reimbursement Application Fee
TOTAL REIMBURSABLE COSTS
$384.30
579,50
51.85
976.00
402.0D
469.00
2.914.50
4,187.50
275.00
60.00
1,160.00
465.88
__ 0.00_
511,925.53
_....- ._ 1.192.55
$13,118.06
$0.00
0.00
0.00
0.00
0.00
0.00
------- $0.00
--- -- -- 0.00
$0.00
$8.280.00
2.480.00
2.600.00
2.000.00
515,900.00
1,590.00
$17,490,00
$5,660.00 pl
3,900.00 RI
550.00
.. _ _1.400.00
$11,510.00
1,151.00
--$12,661.00
543,269.08
$228,098.65
$3,110.44
$5,184.06
_ __ $2,073.62,
$238,466.77
•
EXHIBIT C
52
53539.04
5231.26
5+.78089
S1o187.50
S1.018.75
S186.06
I 5310.13
511.702.45
5.98%
512405
S11.826.150
323.66101
52
S3,53044
5251.26
5+,700.89
510,187.30
31.018.75
5188.08
$310.13
511.702.45
5.93%
$124.05
515,626.50
R
S3.539.S4
5251.26
S+.180.89
310.187.50
$1.016.75
$IB6.OS
$310.13
511,702.45
5.98%
St2A05
$11826.50
S/1A26.50
52
S3.SnS4
3251.26
5+,780.89
51016750
$1,018.73
$186.06
$310.13
511,702.45
5.90%
$124.05
sit ,B20.30
$11 50 .
377191
51.43164
50.00
5130.15
50,00
52.51336 .
52.82434
$8.873.70
5367J3
59639
5150.35
510.011.67
3.50%
$86 .28
$10081.93
1 S163.93
5369.36
$0.00
527.64
50.00
5333.94
539034
S1.473.43
S147.34
52047
534.11
$1.675.36
0.68%
$13.65
31,689.01
91 51.5".96
53,674.36
$0.00
3260.60
5000
$3,151.23
33.593.71
$13.W3.86
$1.3W.39
5193.15
5321.91
S15.BW30
6.21%
5126.76
515.936.06
Si3a,256.6T
D 52.113.15
$5019.50
$000
3356.28
$000
$4,30495
S4.W9.32
515.993.01
SIA99.39
S263.95
5439.76
421.596.91
8.46%
SISS.W
321712.81
71 SSA29 T9
St3A0.66
$000
5982.91
5000
S11.076.30
513.543.91
$52.400.66
55.240.07
3727.93
$1.213.21
$59.581.88
23.40%
S"5.28
380067.16
17 $1.4276.4
$3.391,17
$0.00
5240.70
3000
52,96.36
33,316.73
512.43227
51,263.23
517826
5297.10
314,550.66
573%
3118.84
$14,706.70
50 $4.470.70
$10.619.53
30.00
575377
30,00
$9.107.59
S10.388.43
S"194.57
51.018.46
5558.23
5930.36
515.691.63
17.65%
$372.15
576,053,76
POAU76'
$.50
5000
50.00
SO W
36.00
50.00
50.00
50.50
060%
50.00
$.50
-.
soo0.�.-
$o.50
50.00
36.50
$0.50
$0.50
5650
S0.00
39.00
0.00%
36.00
II
53,058.42
$217.09
$4,130.69
36.602.00
5850.20
5750.17
5267.05
310.110.025107.18
510316/0
510216,10
00 1118 324.06
$31173.00
SOA6
$4.200.00
11600
S61,70623
$38,955.10 fN7.N2.�1 St0 75.6.54
f3�110.A/
111_736.06 �. f27y]93.13_
706.O6K
112,073.62
$238 4".36
5236 -66.76
TOTAL CONSTRUCTION COSTS 6 F_?5 5236,383.1!
REIMBURSEMENT PREPARATION FEE $2.073.62
REIMBURSEMENT OUE CT' OF L001 $238.666.76
�J
SUMMARY OF FAIR SHARE REIMBURSEMENT AMOUNTS
EXHIBIT 6
G Guild Avenue Improvements
GT Guild Avenue and Turner Road Improvements
si
049-08-07
G
Mettler
M1
4.49
$20,051.13
$10,620.20
$30,671.33
049-08-16
G
Batch
M1
5.00
$22,328.65
$11,826.50
$34,155.15
049-08-17
G
Batch
M1
5.00
$22,328.65
$11,826.50
$34,155.15
049-08-18
G
Moreland
M1
5.00
$22,328.65
$11,826.50
$34,155.15
049-08-19
G
Moreland
MI
5.00 1
$22,328.65 1
$11,826.50
$34,155.1.5
049-08-74
GT
Lodi Storage
Assoc. LP
M1
2.59
$11,918.61
$10,081.92
$22,000.53
049-08-82
GT
Lodi Storage
Assoc. LP
M2
0.55
$2,414.79
$1,689.01
$4,103.80
GT
Lodi Storage
Assoc. LP
M2
5.19
$22,786.81
$15,938.07
$38,724.88
1049-08-81
049-08-32
GT
Lodi Storage
Assoc. LP
M2
7.09
$31,128.80
$21,772.81
$52,901.61
049-08-33
GT
Lodi Storage
Assoc. LP
M2
19.56
$85,878.60
$60,067.17
$145,945.77
049-08-77
GT
Lodi Storage
Assoc. LP
M2
4.79
$21,030.60
$14,709.70
$35,740.30
049-08-05
GT
Atwood
M2
15.00
$65,857.82
$46,063.78
$111,921.60
049-08-28
G
Lodi 2000 Dist.
Trust
Mi
5.00
$0.00
$0.00
$0.00
049-08-83
G
Lodi 2000 Dist.
Trust
M1
38.53
$0.00
$0.00
$0.00
049-04-06
G
Batch
M1
4.32
$19,291.95
$10,218.10
$29,510.05
TOTAL REIMBURSEMENT AMOUNTS:
$369.673.71
$238.466.76
$608.140.47
G Guild Avenue Improvements
GT Guild Avenue and Turner Road Improvements