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ABbVE SPACE FOR RECORDER'S USE ONLY
SUBDIVISION AGREEMENT
City of
IMES IndMIL
PUBLIC WORKS DEPARTMENT
2600 FRESNO STREET
FRESNO, CALIFORNIA 93721-3616
(209) 498-1602
Tract No. 4824
A PLANNED DEVELOPMENT
P.W. File No. 10012
THIS AGREEMENT is made this day of
2000, by and between the City of Fresno, a Municipal Corporation, hereinafter designated and
called the"City,"and CORNERSTONE ENTERPRISES,INC.,a California Corporation, 1368 West
Herndon Avenue, Suite 103, Fresno, California 93711 hereinafter designated and called the
"Subdivider,"without regard for number or Gender.
i
Subdivision Agreement
Tract No. 4824/UGM 569
A Planned Development
Page 3
AGREEMENT
In consideration of the acceptance of the offers of dedication of the streets, highways;
public ways, easements and facilities as shown and delineated on said map, and the approval of
said map for filing and recording as provided and required by law, it is mutually agreed and
understood by and between the Subdivider and the City, and the Subdivider and the City do
hereby mutually agree as follows:
1. The Subdivision is subject to the following:
a. The work and improvements shall be performed hereinafter specified on or
before March 31, 2002, except as noted in (b), (c), and (d) listed below.
b. The Sidewalk and driveway approach construction for the interior lots of the
subdivision shall be completed on or before March 31, 2004, (The
developer may submit a written request to the Public Works Director for an
extension of time to complete the construction of the sidewalk and driveway
approaches).
C. The Lot corner monumentation shall be completed to the satisfaction of the
Director of Public Works as provided by Code, on or before March 31,
2002, (The developer may submit a written request to the Public Works
Director for an extension of time to complete lot corner monumentation).
d. The Lot Street trees shall be planted by the City Parks, Recreation and
Community Services Department upon occupancy of each lot as provided
by code. The Subdivider has paid the required fee for tree planting by the
City Parks, Recreation and Community Services Department as shown in
Exhibit"B."
e. The Issuance of building permits for any structure within the subdivision
shall conform to the requirements of the 1994 Uniform Fire Code (UFC).
The Subdivider's attention is particularly called to UFC Sections 901.3,
901.4.3, 902.1, 903.1, 903.2, 903.3, and 903.4.2 shown in Exhibit "A"
attached hereto and hereby made a part of this Agreement. No occupancy
permit shall be issued until an approved "all weather' street frontage and
access is constructed with approved street lighting on line and operational.
The issuance of any occupancy permits by the City for dwellings located
within said subdivision shall not be construed in any manner to constitute
an acceptance and approval of any or all of the streets and improvements
in said subdivision.
Subdivision Agreement
Tract No. 4824/UGM 569
A Planned Development
Page 5
shall be in accordance with Resolution Nos. 78-522 and 88-229 or any amendments or
modifications which may be adopted by Council prior to the actual installation of the lights
and shall be approved by the City'Traffic Engineer.
C. Water main extensions and services shall be provided in accordance with
applicable provisions of Chapter 14, Article 1 of the Fresno Municipal Code and all
applicable charges shall apply.
d. Sanitary sewer extensions and services shall be provided in accordance
with applicable provisions of Chapter 9, Article 5 of the Fresno Municipal Code and all
applicable charges shall apply.
e. Lot drainage shall be in accordance with Section 13-120.3315 of the Fresno
Municipal Code.
f. All "Dead-End" Streets created by this subdivision shall be barricaded in
accordance with City Standards within seven (7) days from the time said streets are
surfaced, or as directed by the City Engineer.
g. Any temporary storm water retention basins constructed or enlarged to
serve this tract shall be fenced in accordance with City Standards within seven (7) days
from the time said basins become operational, or as directed by the City Engineer.
h. Wet-Ties shall be in accordance Sections 14-107 and 14-111 of the Fresno
Municipal Code and Estimate No. E-16377. The amounts identified below as "Wet-Tie
Charges" are estimates only and serve as a deposit to cover the actual cost of
construction. Should the actual construction cost be less than the deposit, the Subdivider
shall be refunded the excess. Should the actual construction cost be greater than the
deposit, the Subdivider shall be billed by the City of Fresno for the difference and shall be
directly responsible for payment.
i. As a condition of final map approval the Subdivider is required to install
landscaping and an irrigation system in a 10-foot landscape easement along the side
property lines of all lots which side-onto East Teague Avenue frontage of the subdivision.
The Owner has executed a covenant with the City of Fresno guaranteeing maintenance
of the required landscaping until such time as a Maintenance District has been formed to
provide for continued care and maintenance of the required landscaping. The Owner also
agrees to sign a petition asking the Council to include this Tract in the existing District.
The Owner also agrees to sign a petition asking the Council to include this Tract in the
existing District. Additionally, the Subdivider is required to provide the City of Fresno with
copies of signed acknowledgments (see Exhibit "C") from each purchaser of a lot within
the subdivision, attesting to the purchaser's understanding that the lot will have an annual
Subdivision Agreement
Tract No. 4824/UGM 563
A Planned Development
Page 7
pertinent provisions contained within City's Master Fee Schedule which would also apply
to the payment of fees or reimbursements .
4. It is agreed that the City shall inspect all work. All of the work and improvements
and materials shall be done, performed and installed in strict accordance with the approved
construction plans for said work on file in the Office of the City Engineer of the City and the
Standard Specifications of the City,which said plans and specifications and standards are hereby
referred to and adopted and made a part of this Agreement. In case there are not any standard
specifications of the City for any of said work, it is agreed that the same shall be done and
performed in accordance with the standards and specifications of the State of California, Division
of Highways. All of said work and improvements and materials shall be done, performed and
installed under the inspection of and to the satisfaction of the City Engineer of the City.
5. Prior to the approval by the Council of the City of said final map, the Subdivider
shall furnish to the City:
a. Performance security in the sum of Two Hundred Sixty Thousand and
00/100 Dollars ($ 260,000.00), which is equal to 100% of the total estimated cost of the
work required. Five percent (5%) of said amount, Thirteen Thousand and 00/100
($ 13,000.00), shall be cash or a Certificate of Deposit; the remaining 95%, Two Hundred
Forty-seven Thousand and 00/100 Dollars ($ 247,000.00) shall be in the form of a bond
or irrevocable instrument of credit; all to be conditioned upon the faithful performance of
this Agreement; and
b. Payment security in the sum of One Hundred Thirty Thousand and 00/100
Dollars($ 130,000.00), which is equal to 50% of the total estimated cost of the work
required to secure payment to all contractors and subcontractors performing work on said
improvements and all persons furnishing labor, materials or equipment to them for said
improvements.
Subdivision Agreement
Tract No. 4824/UGM 569
A Planned Development
Page 9
and save the City harmless from and
against any and all injuries to and deaths of persons, and all claims, demands, costs, loss,
damage and liability, howsoever same may be caused, resulting directly or indirectly from the
performance of any or all work to be done in and upon the street rights-of-way in said subdivision
and upon the premises adjacent thereto pursuant to this Agreement, and also from all injuries to
and deaths of persons, and all claims, demands, costs, loss, damage and liability, howsoever
same may be caused, either directly or indirectly made or suffered by the Subdivider, the
Subdividers agents, employees and subcontractors, while engaged in the performance of said
work. The Subdivider fuer agrees that the use for any purpose and by any person of any and
all of the streets and improvements hereinbefore specified, shall be at the sole and exclusive risk
of the Subdivider at all times prior to final acceptance by the City of the completed street and other
improvements thereon and therein.
9. The Subdivider shall remedy any defective work or labor or any defective materials
and pay for any damage to other work resulting therefrom which shall occur within a period of one
(1) year from the date of acceptance of the work.
10. The Subdivider and his subcontractors shall pay for any materials, provisions, and
other supplies used in, upon, for, or about the performance of the work contracted to be done, and
for any work or labor thereon of any kind, and for amounts due under the Unemployment
Insurance Act of the State of California, with respect to such work or labor, and shall file with the
City pursuant to Section 3800 of the Labor Code, a Certificate of Workers' Compensation and
shall maintain a valid policy of Workers' Compensation Insurance for the duration of the period
of construction.
Subdivision Agreement
Tract No. 4824/UGM 569
A Planned Development
Page 11
Subdivider fails to duly notify City as herein required, any work done in the absence of the
Engineer will be subject to rejection. The inspection of the work shall not relieve the Subdivider
of any of his obligations to fulfill the Agreement as prescribed. Defective work shall be made
good, and unsuitable materials may be rejected, notwithstanding the fact that such defective work
and unsuitable materials have been previously overlooked by the Engineer or Inspector and
accepted.
15. Any damage to the sewer system, concrete work or street paving that occurs after
installation shall be made good to the satisfaction of the City Engineer by the Subdivider before
release of bond, or final acceptance of completed work.
16. Adequate dust control shall be maintained by the Subdivider on all streets within
and without the subdivision on which work is required to be done under this Agreement from the
time work is first commenced in the subdivision until the paving of the streets is completed.
"Adequate dust control" as used herein shall mean the sprinkling of the streets with water or the
laying of an approved dust palliative thereon with sufficient frequency to prevent the scattering of
dust by wind or the activity of vehicles and equipment onto any street area or private property
adjacent to the subdivision. Whenever in the opinion of the City Engineer adequate dust control
is not being maintained on any street or streets as required by this paragraph, the City Engineer
shall give notice to the Subdivider to comply with the provisions of this paragraph forthwith. Such
notice may be personally Nerved upon the Subdivider or, if the Subdivider is not an individual,
upon any person who has signed this Agreement on behalf of the Subdivider or, at the election
of the City Engineer, such notice may be mailed to the Subdivider at his address on file with the
City Engineer. If,within twenty-four(24) hours after such personal service of such notice orwithin
Subdivision Agreement
Tract No. 4824/UGM 569
A Planned Development
Page 13
The parties have executed this Agreement on the day and year first above written.
CITY OF FRESNO, SUBDIVIDER
a Municipal Corporation
CORNERSTONE ENTERPRISES, INC.
JOHN A WHITE, DIRECTOR A California Corporation
PUBLIC WORKS DEPARTMENT
By: n By:
Robert L. Wood,
President
ATTEST:
REBECCA E. KLISCH
CITY CLERK
By: ~n I k
eputy
APPROVED AS TO FORM:
(Attach Notary Acknowledgment)
HILDA CANTU MONTOY
City Attorney
By:
Deputy
DATE: FEBRUARY 23, 2000
Tract No. 4824/UGM 569
P.W. File No. 10012
SUBORDINATION
The undersigned as holder of the beneficial interest in and under that certain Deed of Trust
recorded on February 2, 2000 , in the office of the Fresno County Recorder as Document No.
2000-12823 of which the Deed of Trust in by and between Cornerstone Enterprises, Inc., a
California Corporation as Trustor, Imperial Bancorp, a California Corporation, as Trustee, and
Imperial Bank,a California Corporation, as Beneficiary, hereby expressly subordinates said Deed
of Trust and its beneficial interest thereto to the foregoing Subdivision Agreement for Tract
No. 4824, a Planned Development, Phase III of Tentative Map of Tract No.4736/UGM 569.
DATED: Febn1gU 16 2000
BENEFICIARY
IMPERIAL BANK, a California Corporation
By:
D. R. Reinhardt, Senior Vice President
B *Ctanese,
Senior Vice President
(Attach Notary Acknowledgement)
1994 UNIFORM FIRE CODE
PART III
GENERAL PROVISIONS FOR SAFETY
ARTICLE 9 - FIRE DEPARTMENT ACCESS AND WATER SUPPLY
SECTION 901-GENERAL
901.1 Scope. Fire department access and water supply shall be in accordance with Article 9.
For fire safety during construction, alteration or demolition of a building, see Article 87.
901.2 Permits and Plans.
901.2.1 Permits. A permit is required to use or operate fire hydrants or valves intended for
fire-suppression purposes which are installed on water systems and accessible to public highways, alleys
or private ways open to or generally used by the public. See Section 105, Permit f.1.
EXCEPTION: A permit is not required for persons employed and authorized by the water
company which supplies the system to use or operate fire hydrants or valves.
901.2.2 Plans.
901.2.2.1 Fire apparatus access. Plans for fire apparatus access roads shall be submitted to the fire
department for review and approval prior to construction.
901.2.2.2 Fire hydrant systems. Plans and specifications for fire hydrant systems shall be submitted to
the fire department for review and approval prior to construction.
901.3 Timing of Installation. When fire protection, including fire apparatus access roads and water
supplies for fire protection, is required to be installed, such protection shall be installed and made
serviceable prior to and during the time of construction.
EXCEPTION: When alternate methods of protection, as approved by the chief, are
provided, the requirements of Section 901.3 may be modified or waived.
901.4 Required Marking of Fire Apparatus Access Roads,Addresses and Fire Protection Equipment.
901.4.1 General. Marking of fire apparatus access roads, addresses and fire protection equipment shall
be in accordance with Section 901.4.
901.4.2 Fire apparatus access roads. When required by the chief, approved signs or other approved
notices shall be provided and maintained for'fire apparatus access roads to identify such roads and prohibit
the obstruction thereof or both.
901.4.3 Fire protection equipment and fire hydrants. Fire-protection equipment and fire
hydrants shall be clearly identified in a manner approved by the chief to prevent obstruction by parking
PAGE 1 EXHIBIT "A"
1994 UNIFORM FIRE CODE
additional fire protection as specified in Section 1001.9.
3. When there are not more than two Group R. Division 3, or Group U Occupancies, the
requirements of Sections 902.2.1 and 902.2.2 may be modified by the chief.
More than one fire apparatus road shall be provided when it is determined by the chief that access
by a single road might be impaired by vehicle congestion, condition of terrain, climatic conditions
or other factors that could limit access.
For high-piled combustible storage, see Section 8102.5.1.
For required access during construction, alteration or demolition of a building, see Section 8704.2.
902.2.2 Specifications.
902.2.2.1 Dimensions. Fire apparatus access roads shall have an unobstructed width of not less
than 20 feet (6096 mm) and an unobstructed vertical clearance of not less than 13 feet 6 inches
(4115 mm)
EXCEPTION: Vertical clearance may be reduced, provided such reduction does not
impair access by fire apparatus and approved signs are installed and maintained indicating the
established vertical clearance when approved by the chief.
Vertical clearances or widths shall be increased when, in the opinion of the chief vertical
clearances or widths are not adequate to provide fire apparatus access.
902.2.2.2 Surface. Fire apparatus access roads shall be designed and maintained to support the imposed
loads of fire apparatus and shall be provided with a surface so as to provide all-weather driving
capabilities.
902.2.2.3 Turning radius. The turning radius of a fire apparatus access road shall be as approved
by the chief.
902.2.2.4 Dead ends. Dead-end fire apparatus access roads in excess of 150 feet (45 720 mm) in length
shall be provided with approved provisions for the turning around of fire apparatus.
902.2.2.5 Bridges. When a bridge is required to be used as part of a fire apparatus access road, it shall
be constructed and maintained in accordance with nationally recognized standards.See Article 90,Standard
a.1.1. The bridge shall be designed for a live load sufficient to carry the imposed loads of fire apparatus.
Vehicle load limits shall be posted at both entrances to bridges when required by the chief.
902.2.2.6 Grade. The gradient for a fire apparatus access road shall not exceed the maximum approved
by the chief.
PAGE 3 EXHIBIT "A"
1994 UNIFORM FIRE CODE
902.3.3 Shaftway marking.Exterior windows in buildings used for manufacturing or for storage purposes
which open directly on shaftways or other vertical means of communication between two or more floors
shall be plainly marked with the word SHAFTWAY in red letters at least 6 inches
(152.4 mm)high on a white background. Warning signs shall be easily discernible from the outside of the
building. Door and window openings on such shaftways from the interior of the building shall be similarly
marked with the word SHAFTWAY in a manner -which is easily visible to anyone approaching. the
shaftway from the interior of the building, unless the construction of the partition surrounding the shaftway
is of such distinctive nature as to make its purpose evident at a glance.
902.4 Key boxes. When access to or within a structure or an area is unduly difficult because of secured
openings or where immediate access is necessary for life-saving or fire fighting purposes, the chief is
authorized to require a key box to be installed in an accessible location. The key box shall be of a type
approved by the chief and shall contain keys to gain necessary access as required by the chief.
SECTION 903-WATER SUPPLIES AND FIRE HYDRANTS
903.1 General. Water supplies and fire hydrants shall be in accordance with Sections 901 and 903.
903.2 Required Water Supply for Fire Protection. An approved water supply capable of supplying the
required fire flow for fire protection shall be provided to all premises upon which facilities, buildings or
portions of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion
of the facility or building protected is in excess of 150 feet(45 720 mm) from a water supply on a public
street, as measured by an approved route around the exterior of the facility or building, on-site fire
hydrants and mains capable of supplying the required fire flow shall be provided when required by the
chief. See Section 903.4.
903.3 Type of Water Supply. Water supply is allowed to consist of reservoirs, pressure tanks, elevated
tanks, water mains or other fixed systems capable of providing the required fire flow. In setting the
requirements for fire flow, the chief may be guided by Appendix III-A.
903.4 Fire Hydrant Systems.
903.4.1 General.
903.4.1.1 Applicability.Fire hydrant systems and fire hydrants shall be in accordance with Section 903.4.
903.4.1.2 Testing and maintenance. Fire hydrant systems shall be subject to such periodic tests as
required by the chief. Fire hydrant systems shall be maintained in an operative condition at all times and
shall be repaired where defective. Additions, repairs, alterations and servicing shall be in accordance with
approved standards.
903.4.1.3 Tampering and obstruction. See Sections 1001.6 and 1001.7.
903.4.2 Required installations. The location, number and type of fire hydrants connected to a water
supply capable of delivering the required fire flow shall be provided on the public street or on the site of
PAGE 5 EXHIBIT "A"
Tract No.4824/UGM 569 23-Feb-00
SUBDIVISION AGREEMENT CALCULATIONS
DEVELOPMENT DEPARTMENT (559)498-4451
BUILDING AND SAFETY SERVICES DIVISION/LAND DIVISION AND ENGINEERING SECTION
2600 FRESNO STREET,FRESNO CA 93721-3604 TRACT No. 4824
PREPARED BY: I Louis Rocha UGM. 569
CHECKED BY: Alan Kawakami P.W.FILE No. 10012
TRACT NAME: Phase III of Tentative Tr.No.4736 GROSS ACREAGE 17.5803
ZONING: R-1/UGM NET ACREAGE 17.2066
SUBDIVIDER(AS PER MAP) NUMBER OF LOTS 85
CORNERSTONE ENTERPRISES,INC.,a California Corporation
1368 West Herndon Avenue,Suite 103
ADDRESS: Fresno,California 93711
559 447-3080 Fax 1-559-447-3084 APN:403-050-24
SUBDIVISION CALCULATION SHEET
(Includes Early Construction Agreement Calculations)
(Includes Early Issuance of Building Permits)
1a.Water Construction
Engineer's Estimate $72,715.00
Adjustments $3 148.00
Adjusted Cost Estimate
1 b.Water Well Construction
Engineer's Estimate
Water Well Head Treatment
Adjusted Cost Estimate 0
1 c.Water Construction (Part of Early Agreement)
Engineer's Estimate $72,715.00
Adjustments $3,148.00
Adjusted Cost Estimate $75,863.00 F=1777=7=1
2a. Sewer Construction
Engineer's Estimate $66,600.00
Adjustments $10,834.00
Adjusted Cost Estimate
2b.Sewer Construction (Part of Early Agreement)
Engineer's Estimate $66,600.00
Adjustments $10,834.00
Adjusted Cost Estimate
EXHIBIT"B" Pagel
Tract No.48241UOM 569 23-Feb-00
INSPECTION FEE CALCULATIONS
Total for Inspection Fee Calculations $226,197.50
7%of First$10,000.00($300.00 min) $700.00
4%of next$490,000.00 $8,647.90
2.5%of cost over$500,000.00
Total Inspection Fees $9,347.90
Inspection Fees paid with the E.C.A. $6,512.00
Total Inspection Fees Due with this Agreement
Sub-Total For Construction Cost Bonding $226,197.50
Lot and Block Corners, 203 @ $50.00 jEa $10,150.00
Sub-Total For Construction Cost Bonding $236,347.50
Construction Contingency $23,652.50
Total Estimated Construction Cost
TOTAL INSPECTION FEES AND TOTAL ESTIMATED COST OF CONSTRUCTION
Total Inspection Fees Due with this Agreement
Total Estimated Construction Cost
SECURITY CALCULATIONS
Performance Security
100%of the Total Estimated Construction Cost $260,000.00
5%Security Deposit(Cash or C.D.) $13,000.00
Performance-95% $247,000.00
Payment Security
Labor 8 Materials-50% 1 $130,000.00 j
WARRANTY CALCULATIONS
Warranty Security:
5%of First$50,000.00 $2,500.00
3%of Next$50,000.00 $1,500.00
1%of Next$400,000.00
1l2%of Costs Over$500,300.00
Total Amount to be Retained for Warranty
EXHIBIT"B" Page 3
Tract No.4824I1IJGM 669 23-Feb-00
(d) Herndon Sewer Capacity Enhancement Charge
Trunk Sewer Service Area Herndon
85 UNITS @ $1,369.00 /UNIT $116,365.00
(e) Wastewater Facilities Charge
Fee obligation to be paid at the rate in effect at time of issuance of building permit. The following fee rates have been
adopted by the City Council$2119.00/unite.
Total Sewer Charges Deferred by Covenant
Total Sewer Charges Due with the Agreement
(12)WATER CHARGES
(a)Time&Material Char esWet-Tie")
Estimate No. 16377
Water Job No. 4572
Time&Materials Charges("Wet-Tie") $5,000.00
Time&Materials Charges("Wet-Tie")Due with Agreement ai w ai w
(b1)Service Connection Charges
Deferred by Covenant 1 (O=no 1=yes
84 1"METERS @ $320.00 Ea. $26,880.00
Lot 31
01-1/2"IVIETERS@ $470.00 Ea. $470.00
Service Connection Charges Deferred by Covenant $27,350.00
Service Connection Charges Due with Agreement r TM
(b2)Landscape Service Connection Charges
Landscape Service Connections(Not Deferrable by Covenant)
1 1"MET. R @ F $320.00 Ea. $320.00
0 1-1/2"METERS @ $470.00 Ea. $0.00
012"METERS @ $620.00 1 Ea. $0.00
Total Landscape Service Connections Due with Agreement
(c)Frontage Charge
Deferred by Covenant (O=no 1=yes)
East Tea ue Avenue
346.34 LF @ $3.25 /LF $1,125.61
0.00 LF @ $6.50 /LF
Frontage Charge Due for EIBP Lots
Frontage Charge Deferred by Covenant $1,125.61
Frontage Charges Due with Agreement
(d)Fire Hydrant Charge
Zone District R-1/UGM
602982.0 SF @ 1 $0.75 /100 SF
(e)Transmission Grid Main Charge
UGM Reimbursement Area No. A
Deferred by Covenant 1 (O=no 1=yes
17.5803 AC @ $560.00 /AC $9,844.97
AC @ /AC $0.00
Transmission Grid Main Construction Credits(Estimated) [ $4,310.48 ]
Transmission Grid Main Charge $0.00
Transmission Grid Main Charge Due for EIBP Lots $0.00
Transmission Grid Main Charge Deferred by Covenant $5,534.49
Transmission Grid Main Charge Due with Agreement
EXHIBIT"B" Page 5
Tract No.4824/UGM 669 23-Feb-00
(13)UGM FIRE STATION FEE
Service Area No. 13
Zone District No. R-1/UGM
Deferred by Covenant 1 (0=no 1=yes
17.5803 Acres @ E $251.00 /Ac $4,412.66
Less Major Credit(Estimated Construction) [ $0.00 ]
Less Major Credit(Estimated&D.#131) [ $0.00 ]
UGM Fire Station Fee Due for EIBP Lots $0.00
UGM Fire Station Fee Deferred by Covenant $4,412.66
UGM Fire Station Fee Due with Agreement
(14)UGM NEIGHBORHOOD PARK FEE
Service Area No. 7
Zone District No. IP-1/UGM
Deferred by Covenant 1 (O=no 1=yes
17.5803 Acres @ r$1,690.00 /Ac $29,710.71
UGM Neighborhood Park Fee Due for EIBP Lots
UGM Neighborhood Park Fee Deferred by Covenant $29 710.71
UGM Neighborhood Park Fee Due with Agreement
(16)UGM MAJOR STREET CHARGE
Zone F F —�
Deferred by Covenant 1 (O=no 1=yes
17.2066 AC @ 1 $2,500.00 /AC $43,016.50
UGM Major Street Construction Credit(Estimated Construction) [ $0.00 ]
UGM Major Street Construction Credit(Estimated) [ $0.00 ]
UGM Major Street Charge This Zone
UGM Major Street Charge Due for EIBP Lots 07
UGM Major Street Charge Deferred by Covenant $43,016.50
UGM Major Street Credit due with agreement
(16)UGM MAJOR STREET BRIDGE CHARGE
Zone C�
Deferred by Covenant 1 (O=no 1=yes
17.2066 AC @ 1 $50.00 IAC $860.33
UGM Major Street Bridge Construction Credit(Estimated) [ $0.00 ]
UGM Major Street Bridge Charge $860.33
UGM Major Street Bridge Charge Due for EIBP Lots $0.00
UGM Major Street Bridge Charge Deferred by Covenant $860.33
UGM Major Street Bridge Charge Due with Agreement
(17)UGM TRAFFIC SIGNAL CHARGE
Deferred by Covenant 1 (O=no 1=yes
17.2066 AC @ 1 $860.00 /AC $14,797.68
UGM Traffic Signal Construction Credit (Estimated) [ $0.00 ]
UGM Traffic Signal Charge $14,797.68
UGM Traffic Signal Charge Due for EIBP Lots $0.00
UGM Traffic Signal Charge Deferred by Covenant $14, 6797 6797 8
UGM Traffic Signal Charge Due with Agreement .�� 0
(18)UGM GRADE SEPARATION CHARGE -N/A
Deferred by Covenant 1 (O=no 1=yes)
Service Area,Zone:
17.2066 AC @ $0.00 IAC 4"Zomoo
UGM Grade Separation Charge Deferred by Covenant L��
UGM Grade Separation Charge Due with Agreement
EXHIBIT"B" Page 7