HomeMy WebLinkAboutT-4764 - Agreement/Covenant - 8/17/2006 .....
SUBDIVISION 'AGREEM ENT
City of
I M I M I Iz
r91C :ffi%&
PUBLIC WORKS DEPARTMENT
2600 FRESNO STREET
FRESNO, CALIFORNIA 93721-3616
(209) 498-1602
TRACT NO. 4764
PHASE 1 OF TENTATIVE TRACT No. 4764
P.W. FILE No. 10132
THIS AGREEMENT is made this &�day of JkA A i , 19
by and between the City of Fresno, a Municipal Corporation, hereinafter designated and called
the "City," and RICHTER FARMS TRUST DATED NOVEMBER 1, 1983, 30872 South Coast
Highway, Laguna Beach, California 92651-8134, hereinafter designated and called the
"Subdivider," without regard for number or Gender.
Subdivision Agreement
Tract No. 4764
Phase I of Tentative Tract No. 4764/UGM 576
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 June 30, 2000, 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 June 30, 2002, (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 June 30, 2000,
(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. 4764
Phase I of Tentative Tract No. 4764/UGM 576
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. Perform and construct all work shown on the following referenced plans
[City Drawing Nos: 15-C-10046 through 15-C-10047A-C(5 sheets)inclusive, Drawing No.
4-C-527 (1 sheet) inclusive], unless specifically omitted herein.
i. Install and complete all other street improvements required by Section
12-1012 of the Fresno Municipal Code in accordance with the City of Fresno standard
Specifications and the construction plans.
j. The Subdivider has deposited with the City the sum of Seventeen Thousand
Three Hundred Forty-one and 32/100 Dollars($17,341.32)for the total subdivision fee and
charge obligations as a condition of final map approval. The total fees and charges are
more particularly itemized and made a part of this agreement in the attached Exhibit"B."
k. In connection with assigning figures set forth in Exhibit "B," the City has
made its best faith efforts at predicting the amounts to be credited as reimbursements for
improvements that will or do benefit other properties. Because the subject improvements
have not been completed at the time of execution of this agreement, the actual cost of
construction is not yet known. Some degree of reasonable estimation is incorporated into
the calculations. Subdivider agrees that these figures represent City's best estimates only
and that they are subject to fluctuation following calculation of actual construction costs
after improvement completion and acceptance. It is further subject to Subdivider's
Subdivision Agreement
Tract No. 4764
Phase I of Tentative Tract No, 4764/UGM 576
Page 7
of the City and on forms furnished by the City.
C. Any and all other improvement security as required by Fresno Municipal
Code, Section 12-1016.
6. On acceptance of the required work, warranty security shall be furnished to or
retained by the City, in the amount of Four Thousand One Hundred Ten and 00/100 Dollars
($4,110.00), for guarantee and warranty of the work for a period of one (1) year following
acceptance against any defective work or labor done or defective materials furnished. In
accordance with Section 12-1016 of the Fresno Municipal Code, said warranty security shall be
in the form of cash or a Certificate of Deposit. The warranty security shall be returned to the
Subdivider, less any amount required to be used for fulfillment of the warranty one (1) year after
final acceptance of the subdivision improvement.
7. This Agreement shall in no way be construed as a grant by the City of any rights
to the Subdivider to trespass upon land rightfully in the possession of, or owned by, another,
whether such land be privately or publicly owned.
8. The City shall not be liable to the Subdivider or to any other person, firm or
corporation whatsoever, for any injury or damage that may result to any person or property by or
from any cause whatsoever in, on or about the subdivision of said land covered by this
Agreement,or any part thereof. The Subdivider hereby releases and agrees to indemnify, defend,
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
Subdivision Agreement
Tract No. 4764
Phase I of Tentative Tract No. 4764/UGM 576
Page 9
shall include street surface improvements, sanitary and storm sewers, City water facilities and
irrigation lines. All other compaction testing for private utility installations shall be paid for by the
Subdivider or his agent. Compaction testing performed for determination of compliance with City
Standard Specifications shall at all times remain under the control and direction of the City
Engineer who shall determine locations and depths to be tested. Any compaction tests failing to
meet the City's requirements shall be reordered by the City and paid for by the Subdivider or his
agent. Billing for the private utility tests and any required retesting due to failures shall be made
directly to the Subdivider or his agent.
12. The Subdivider shall comply with Street, Plumbing, Building, Electrical, Zoning
Codes and any other codes of the City, including the City's Urban Growth Management
ordinances and Master Fee Schedule.
13. It shall be the responsibility of the Subdivider to coordinate all work done by his
contractors and subcontractors, such as scheduling the sequence of operations and the
determination of liability if one operation delays another. In no case shall representatives of the
City of Fresno be placed in the position of making decisions that are the responsibility of the
Subdivider. It shall further be the responsibility of the Subdivider to give the City Engineer written
notice not less than two (2) working days in advance of the actual date on which work is to be
started. Failure on the part of the Subdivider to notify the City Engineer may cause delay for
which the Subdivider shall be solely responsible.
14. Whenever the Subdivider varies the period during which work is carried on each
Subdivision Agreement
Tract No. 4764
Phase I of Tentative Tract No. 4764/UGM 576
Page 11
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 or within
forty-eight (48) hours after the mailing thereof as herein provided, the Subdivider shall not have
commenced to maintain adequate dust control or shall at any time thereafter fail to maintain
adequate dust control, the City Engineer may, without further notice of any kind, cause any such
street or streets to be sprinkled or oiled, as he may deem advisable to eliminate the scattering of
dust, by equipment and personnel of City or by contract as the City Engineer shall determine, and
the Subdivider agrees to pay to City forthwith, upon receipt of billing therefor, the entire cost to
City of such sprinkling or treated. When the surfacing on any existing street is disturbed, this
surfacing shall be replaced with temporary or permanent surfacing within fourteen (14) calendar
days, and the roadway shall be maintained in a safe and passable condition at all times between
the commencement and final completion, and adequate dust control shall be maintained during
these operations.
17. Concrete curbs and gutters, the sanitary sewer system and house connections,
together with water mains, gas mains, and their respective service connections, shall be
completed in the streets and alleys before starting the street and alley surfacing.
18. Time is of the essence of this Agreement, and the same shall bind and inure to the
benefit of the parties hereto, their successors and assigns.
19. No assignment of this Agreement or of any duty or obligation of performance
hereunder shall be made in whole or in part by the Owner or Developer without the written consent
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 firesafety 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 purposeswhich 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.
PAGE 1 EXHIBIT "A"
1994 UNIFORM FIRE CODE
2. When access roads cannot be installed due to location on property, topography,
waterways, nonnegotiable grades or other similar conditions, the chief is authorized to require
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.
PAGE 3 EXHIBIT "A"
1994 UNIFORM FIRE CODE
having principal stroke of not less than 3/4 inch (19.1 mm)wide and at least 6 inches (152.4 mm)
high on a contrasting background. Required fire department access doors shall not be obstructed
or eliminated. See Section 1207 for exit doors.
For access doors for high-piled combustible storage, see Section 8102.5.2.
902.3.3 Shaftway marking. Exterior windows in buildings used for manufacturing or for storage
purposes which open directly on shaftways orothervertical 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 orwhere immediate access is necessary for life-saving orfire 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.
PAGE 5 EXHIBIT "A"
Tract No.47641UGM576 10-May-99
SUBDIVISION AGREEMENT CALCULATIONS
DEVELOPMENT DEPARTMENT (559)498-4451
BUILDING AND SAFETY SERVICES DIVISIONAAND DIVISION AND ENGINEERING SECTION
2600 FRESNO STREET,FRESNO CA 93721-3604 TRACT No. 4764
PREPARED BY: JBillWalls UGM No. 576
CHECKED BY: Alan Kawakami P.W.FILE No. 10132
TRACT NAME: GROSS ACREAGE LOT 1 IA2
GROSS ACREAGE LOT 2
ZONING: NET ACREAGE LOT 1
NET ACREAGE LOT 2
SUBDIVIDER(AS PER MAP) NUMBER OF LOTS
RICHTER FARMS-SOUTH
30872 SOUTH COAST HIGHWAY
ADDRESS: LAGUNA BEACH,CA 92651-8134
SUBDIVISION CALCULATION SHEET
(Includes Early Construction Agreement Calculations)
(Includes Early Issuance of Building Permits)
1a.Water Construction
Engineer's Estimate 30.00
Adjustments 30.00
Adjusted Cost Estimate
1 b.Water Well Construction
Engineer's Estimate 30.00
Water Well Head Treatment 30.00
Adjusted Cost Estimate
1 c.Water Construction (Part of Early Agreement)
Engineer's Estimate 30.00
Adjustments 30.00
Adjusted Cost Estimate 0.
2a. Sewer Construction
Engineer's Estimate 34 380.00
Adjustments 30.00
Adjusted Cost Estimate
2b.Sewer Construction (Part of Early Agreement)
Engineer's Estimate 30.00
Adjustments 30.00
Adjusted Cost Estimate 0.M0
EXHIBIT"B" Pagel
Tract No.4764IUOM576 10-May-99
INSPECTION FEE CALCULATIONS
Total for Inspection Fee Calculations ;100 714.47
7%of First$10,000.00($300.00 min) 5700.00
4%of next$490,000.00 S3 628.58
2.5%of cost over$500,000.00
Total Inspection Fees ;4 328.58
Inspection Fees paid with the E.C.A.
Total Inspection Fees Due with this Agreement
Sub-Total For Construction Cost Bonding $100 714.47
Lot and Block Corners, Ea
Sub-Total For Construction Cost Bonding ;100 714.47
Construction Contingency $10,285.53
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 $111,000.00
5%Security Deposit(Cash or C.D.) $5 550.00
Performance-95% $105,450.00
Payment Security
Labor 8 Materials-50% ;55,500.00
WARRANTY CALCULATIONS
Warranty Security:
5%of First$50,000.00 52,500.00
3%of Next$50,000.00 S1 500.00
1%of Next$400,000.00 S 110.00
12%of Costs Over$500,000.00
Total Amount to be Retained for Warranty a
EXHIBIT"B" Page 3
Tract No.4764/UGM576 10-May-99
(d) Sewer Capacity Enhancement Charge
Trunk Sewer Service Area
0 UNITS @ 50.00 /UNIT 50.00
(e) Wastewater Facilities Charge
The Final Map qualifies for the Public Utilities Department S.T.E.P.program;therefore NO Wastewater
Facilities Charge is due with this map.
Total Sewer Charges Deferred by Covenant
Total Sewer Charges Due with the Agreement
(12)WATER CHARGES
(a)Time&Material Charges "Wet-Tie")
Estimate No.
Water Job No.
Time 8 Materials Charges('Wet-Tie") 50 00
Time 8 Materials Charges('Wet-Tie")Due with Agreement
(b1)Service Connection Charges
Deferred by Covenant 0 (O-no 1-yes
1'METERS $320.00 Ea. 50.00
0 1-1/2'METERS@ 470.00 Ea.
Service Connection Charges Deferred by Covenant 50.00
Service Connection Charges Due with Agreement
(b2)Landscape Service Connection Charges
Landscape Service Connections(Not Deferrable by Covenant)
0 1"M TERS @ $320.00 Ea. $0.00
0 1-1/2'METERS $470.00 1 Ea. $0.00
0 2'METERS Q $620.00 Ea. $0.00
Total Landscape Service Connections Due with Agreement
(c)Frontage Charge
Deferred by Covenant 1 (0=no 1=yes
442.29 LF C 1 $3.25 /LF LOT 1 $1,437.44
216.41 LF @ 1 $6.50 1/LF LOT 2 31 406.67
Frontage Charge for Lot 2 Due with Agreement $1,406.67
Frontage Charge Deferred by Covenant S1 437.44
Frontage Charges Due with Agreement $
(d)Fire Hydrant Charge
Zone District C-P/UGM
133700.0 SF @ $1.25 /100 SF
(e)Transmission Grid Main Char e
UGM Reimbursement Area No.
Deferred by Covenant 1 (0-no 1-yes
1.8183 AC $700.00 /AC LOT 1 $1,272.81
1.4499 AC 5700.00 /AC LOT 2 $1,014.93
Transmission Grid Main Construction Credits [ $0.00 ]
Transmission Grid Main Charge $2,287.74
Transmission Grid Main Charge for Lot 2 Due with Agreement $1,014.93
Transmission Grid Main Charge Deferred by Covenant $1,272.81
Transmission Grid Main Charge Due with Agreement
(f)Transmission Grid Main Bond Debt Service Charge
UGM Reimbursement Area No.
Deferred by Covenant 1 (0=no 1=yes
1.8183 AC $304.00 /AC LOT 1 $552.76
1.4499 AC 5304.00 /AC LOT 2 $440.77
TGM Bond Debt Construction Credits [ $0.00 ]
TGM Bond Debt Service Charge $993.53
TGM Bond Debt Service Charge Due for Lot 2 Due with Agreement $440.77
TGM Bond Debt Service Charge Deferred by Covenant $993.53
TGM Bond Debt Service Charge Due with Agreement 44r--T4-47M
EXHIBIT"B" Page 5
Tract No.47641UGM576 10-May-99
(15)UGM MAJOR STREET CHARGE
Zone
Deferred by Covenant 0 (O=no 1=yes
3.2682 AC a 1 $1,930.00 /AC $6,307.63
UGM Major Street Construction Credit ( $0.00 ]
UGM Major Street Charge This Zone $6,307.63
UGM Major Street Charge Due for EIBP Lots $0.00
UGM Major Street Charge Deferred by Covenant $0.00
UGM Major Street Credit due with agreement JPaid w ai w
(16)UGM MAJOR STREET BRIDGE CHARGE
Zone
Deferred by Covenant 0 (0=no 1=yes
3.2682 AC @ 1 $65.00 /AC $212.43
UGM Major Street Bridge Construction Credit [ $0.00 J
UGM Major Street Bridge Charge $212.43
UGM Major Street Bridge Charge Due for EIBP Lots $0.00
UGM Major Street Bridge Charge Deferred by Covenant $0.00
UGM Major Street Bridge Charge Due with Agreement
(17)UGM TRAFFIC SIGNAL CHARGE
Deferred by Covenant 0 (0-no 1=yes
3.2682 AC @ 1 $860.00 /AC $2,810.65
UGM Traffic Signal Construction Credit [ $0.00 ]
UGM Traffic Signal Charge $2,810.65
UGM Traffic Signal Charge Due for EIBP Lots $0.00
UGM Traffic Signal Charge Deferred by Covenant $0.00
UGM Traffic Signal Charge Due with Agreement ai w a� w
(18)UGM GRADE SEPARATION CHARGE
Deferred by Covenant 1 (O=no 1=yes)
Service Area,Zone:
0.0000 AC @ $0.00 /AC $000
UGM Grade Separation Charge Deferred by Covenant $0.00
UGM Grade Separation Charge Due with Agreement
(19)UGM AT-GRADE RAILROAD CROSSING FEE
Deferred by Covenant 0(0=no 1=yes)
Service Area:
0.0000 AC /AC $0.00
UGM At-Grade Railroad Crossing Construction Credit [ $0.00 ]
UGM At-Grade Railroad Crossing Fee $0.00
UGM At-Grade Railroad Crossing Fee Due for EIBP Lots $0.00
UGM At-Grade Railroad Crossing Fee Deferred by Covenant $0.00
UGM At-Grade Railroad Crossing Fee Due with Agreement
(20)UGM TRUNK SEWER FEE
Service Area
Zone District
Deferred by Covenant 1 (O=no 1=yes
0.0000 AC @ 1 $0.00 /AC
UGM Trunk Sewer Fee Deferred by Covenant
UGM Trunk Sewer Fee Due with Agreement
(21)OVERLAY SEWER SERVICE AREA
Deferred byCovenanI 1 I(0=no 1=yes
0.0000 AC @ 1 $0.00 /AC
Overlay Sewer Fee Deferred by Covenant
Overlay Sewer Fee Due with Agreement
EXHIBIT"B" Page 7
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L +�v�f�� �l�it
a;epamMt Building and Safety Services Division
Alvin P, alis,AICA' Land Division and Engineering Section
..... .
f�irBLtol" '.
DATE: August 3, 1999
SUBJECT: FINAL TRACT NO. 4764
Attached is the Agreement for Final Map for Tract No. 4764, Also listed
below is the recording information for the map and the related
documents. If you are in need of additional information or if you have any
questions please feel free to contact me at 498-2722.
THANK YOU
Ann Lillie, Senior Engineering Technician
Adrninistraflan Division
.............. ...............
................................................................................................
................................................................................................
............................................................................................_.
tdh M Moray
.
Iufonagemenl.Matyst;ll[
Plannfng Division
Final Tract No. 4764
Niels�o�ma
bi�ee�or[9evelopmant
Recorded: July 14, 1999
Document Number: 990104437, OFRC
utldin. and:Safety, Volume: 62 of Plats
ery Pages: 98 and 99
Mark IVitllarnsn, PERelated Documents:
tpuiy Dltlirrtnr a►f?gvarapmagt
................................................................................................
........._.
Deed of Avigation and Hazard Easement - Document No. 19990104438,
ORFC
260 Frasna street Statement of Covenants Deferring Sewer and Water Connection, Urban
Third PftSnrGrowth Management and Development Fees - Document No. 19990104439,
`Fre§h6: A 937214604 ORFC
..........
5
FAQ r;55$)438 :1020
ORFC-Indicates Official Records of Fresno County