HomeMy WebLinkAboutCC Reso No 1991-03RESOLUTION NO. 91- 3
A RESOLUTSON OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, CONSENTING TO THE COMMENCEMENT OF PROCEEDINGS TO
ANNEX TO THE CITY OF LAKE ELSINORE CERTAIN TERRITORY DESCRIBED
HEREIN AND DESIGNATED "ANNEXATION NO. 54 - NORTH PEAK"
WHEREAS, TMC Developments has filed an application with the
City of Lake Elsinore for annexation of an approximately 2,250-
acre site currently located in the jurisdiction of the County of
Riverside (Exhibit I); and
WHEREAS, a Service Provision Plan for Annexation No. 54 has
been prepared by TMC Developments to provide the City of Lake
Elsinore, the Riverside County Local Agency Formation Commission,
and other governmental agencies with information concerning the
provision of services for the North Peak Specific Plan area into
the City of Lake Elsinore (Exhibit II); and
WHEREAS, the Planning Commission, at its regular meeting on
December 5, 1990, adopted Resolution No. 90-17 recommending
commencement of annexation proceedings for Annexation No. 54; and
WHEREAS, i4: is the desire of the City Council to give its
consent to the commencement of annexation proceedings.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF LAKE ELS~NORE, CALIFORNIA:
1. That consent is YYereby granted for the commencement of
annexation proceedings in accord with the California
Governmeflt Code Section 56000 et. seq. for the
territory designated hereby as "Annexation No. 54 -
North Peak,°1 which consists of approximately 2,250
acres generally bounded by Steele Valley to the north,
Wasson Canyon to the east, Highway 74 and the Lake
Elsinore city limits to the south, and E1 Toro Road to
the west, as shown on Exhibit I attached hereto and
made a part hereof.
2. The City Clerk shall certify the adoption of this
resolution.
<
PASSED, APPROVED AND ADOPTED thisl2th day of February, 1991,
at a regular meeting of the City Council of the City of Lake
Elsinore, California, by the following vote:
AYES: COUNCILMEMBERS: BUCK, DOP?INr.,UEZ, STFlRKEY, L,~ASHBURN
NOES: COUNCILMEMBERS: PJONE
ABSENT: COUNCILMEMBERS: ^lONE
ABSTENTIONS: COUNCILMEMBERS: lPJINKLER
~ ~~GG~iu~
GARY ~A~SHBURN, MAYOR
CITY ~Ofr'~ LAKE ELSINORE
A. ~.l'r;S.l.:
~ `
~
V I CKI I,~_'
CITY OF'
(SEAL)
KF:SAG~ CI
r.LS ~NORE
APPROVED AS TO FORM AND LEGALITY:
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) SS:
CITY OF LAKE ELSINORE )
I, Vicki Lynne Kasad, City Clerk of the City of Lake
Elsinore, DO HEREBY CERTIFY that the foregoing Resolution was
duly adopted by the City Council of the City of Lake Elsinore at
a regular meeting of said Council on the 12th day of February
1991, and that is was so adopted by the following vote:
AYES: COUNCILMEMBERS: BUCK, DOMINGUEZ, STARKEY, 4!ASNBURN
NOES: COUNCILMEMBERS: NONE
ABSENT: COUNCILMEMBERS: NOiVE
I~fiSTENTIONS: COUNCILMEMBERS: WINKLER
~1'
VICKI .L'Y:~NE AfJ, CITY CLERK
CITY OF LAKE SINORE
(SEAT.,)
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) SS:
CITY OF'LAKE ELSINORE
I, Vicki Lynne Kasad, City Clerk of the City of Lake
Elsinore, DO HEREBY CERTIFY that the above and foregoing is a
full, true and correct copy of Resolution No. 91-_~ o£ said
Council, and that the same has not been amended or repealed.
TED: j~?c
viCKI LYNNE SA~, CITY CLERK
CITY 01`"LAK ELSINORE
(SEAL)
EXHIBIT =
CITY OF LARE ELBINORE
ANNEXATION NO. 54
LAFCO NO.
LEGAL DESCRIPTION
Those Portions of Sections 7, 8, 17, 18, 19, 20, and 29 of
Township 5 South, Range 4 West, San Bernardino Base and
Meridian, Riverside County, California, more particularly
described as follows:
BEGINNING at the common corner of said Sections 19, 20, 29
and Section 30;
THENCE North 02~ 21~ 21^ East, 1440.66 feet along the common
line of said Sections 19 and 20 to the intersection with the
centerline of Dew Drive (60.00 feet wide);
THENCE leaving said common line North 45° 15' 33" West,
950.00 feet along the said centerline to the most Easterly
corner of Parcel 28, of Farcel Map 6650 as recorded in Book
21 of Parcel Maps at Pages 87 and 88 Official Records of
Riverside County;
THENCE leaving said centerline South 30° 32~ 32" West,
Z464.30 feet along the Southeasterly line of said Parcel 28
and Parcel 29 to the most Southerly corner of said Parcel
29:
THENCE North 51° 17' 32" West, 1322.21 feet along the
Southwesterly line of said Parcel 29, to the Southeasterly
right-of-way line of E1 Toro Road (110.00 feet wide);
THENCE North 58~ 23' 37" West, 55.00 feet to the centerline
of said E1 Toro Road;
THENCE North 31~ 36' 23" East, 583.68 feet to the beginning
of a curve, concave Westerly, having a radius of 966.37
feet;
THENCE continuing along said centerline through a central
angle 43° 31~ 46" an arc length of 734.18 feet, to a point
of reverse curvature, to which a radial bears North 78° 04'
37" East, said reverse curve being concave Easterly and
having a radius of 1,200.00 feet;
THENCE continuing along said centerline through a central
angle of 16° 18~ O1", an arc length of 341.39 feet;
THENCE Nortn 04° 22~ 38" East, 186.81 feet to the beginning
of curve, concave Easterly, having a radius of 850.00 feet;
THENCE Northerly through a central angle of 23° 42' 47", an
arc length of 351.79 feet to a point of reverse curvature,
to which a radial bears North 61° 54~ 35" West, said reverse
curve being concave Northwesterly having a radius of 600.00
feet;
- THENCE Northerly through a central angle of 30° 58~ 24", an
arc length of 324.35 feet to a point of reverse curvature to
which a radial bears North 87° 07' O1" East, said reverse
curve being concave Southeasterly, having a radius of
1000.00 feet;
THENCE Northeasterly along said centerline of said E1 Toro
Road through a central angle of 43° 11' 28", an arc length
of 753.83 feet to a point of reverse curvature, to which a
radial bears North 49~ 41' 31" West, said reverse curve
being concave Northeasterly, having a radius of 840.00 feet;
voeoioc.ase.co Page i of 4
THENCE Northerly through a central angle of 37° 49' 32", an
arc length 554.55 feet to a point on the common line of said
Sections 18 and 19, to which a radial bears South 87~ 31'
06" East;
THENCE continuing along the said centerline of said E1 Toro
Road (formerly E1 Toro Canyon Road) as shown on Record of
Survey Book 25, Page 10 and re-established by Record of
Survey Book 47, Page 7, all Official Records of Riverside
County, North 00° 59~ 39" West, 129.24 feet;
THENCE North 53° 03~ 26" East, 167.97 feet;
THENCE North 18° 18' 16" East, 344.06 feet;
THENCE North 62° 51~ 50" East, 196.29 feet;
THENCE continuing along said centerline of said E1 Toro Road
North 02Q 05' 00" East, 198.61 feet;
THENCE North 08° 38~ 54" West, 318.22 feet;
THENCE North 01~ 54' 10" East, 260.06 feet;
THENCE North 23~ 07' 22" West, 274.14 feet;
THENCE continuing along said centerline North 18° 39' 57"
West, 388.07 feet;
THENCE North 27° 44' 22" West, 384.39 feet;
THENCE North 14° 31' 32" West, 150.75 feet;
THENCE North 14~ 42~ 11" West, 103.97 feet to the North line
of the Southeast one quarter of said Section 18;
THENCE leaving said centerline North 87° 24' 20" East,
1762.50 feet along the said North line to the common quarter
corner of said Sections 18 6 17;
THENCE along the common line of said Sections 18 and 17
North 03° 23~ O5".West, 2555.72 feet to the common corner of
said Section 7, 8, 17 and 18;
THENCE North 00° 01~ 13" East, 2611.39 feet along the common
line of said Sections 7 and 8 to the quarter corner thereof;
THENCE continuing along said common line North 00° 34' 54"
East, 1319.45 feet to the Southeast corner of the North one-
half, of the Northeast quarter of said Section 7;
THENCE South 88~ 13' 03" West, 2617.79 feet along the South
line of said North half to the Southeast corner thereof;
THENCE North 00° 13~ 03" East, 1315.46 feet along the West
line of said North half, to the Northwest corner of said
North half;
THENCE North 88° 08~ 13" East, 2626.32 feet along the North
line of said Section 7 to the common corner of said Sections
7 and 8 and Sections 5 and 6; '
THENCE North 88° 15' 12" East, 2562.54 feet along the North
line of said Section 8, to the North quarter corner;
THENCE North 89° 45~ 18" East, 2652.76 feet along the North
line of said Section 8 to the Northwest corner thereof;
THENCE South 00° 08' S0" West, 2661.08 feet along the East
line of said Section 8 to the East quartar corner;
uosolo4.RSa.co. Paqe 2 of 4
THENCE continuing along said East line South 00° 02' 33"
East, 2662.58 feet to the common corner of Sections 8, 9, 16
and 17;
THENCE South 00~ 30' S1" West, 2647.91 feet along the East
line of said Section 17 to the East quarter corner;
THENCE continuing along said East line South O1° 25~ 59"
East, 2655.85 feet to the Southeast corner of said Section
17:
THENCE North 89° 45~ 07" West, 410.04 feet along the common
line of said Sections 17 and 20 to the Northwest corner of
Record of Survey Book 21, Page 3(RS 21/3) Records of
Riverside County;
THENCE leaving said common line South 00° 13' 07" East,
637.87 feet along the West boundary of said RS 21/3 to the
Northwest corner of Lot 52 thereof;
THENCE leaving said West line along the boundary of land
described in a document recorded April 14, 1977 as
Instrument No. 63235, Official Records of Riverside County,
North 89° 45' 07" West, 140.00 feet;
THENCE South 25° 09' 01" East, 332.10 feet along said
boundary;
THENCE North 72° 27~ 52" East, 26.11 feet along said
boundary to the Westerly line of said RS 21/3;
THENCE South 48° 29' 27" East, 368.90 feet along said
Westerly line;
THENCE South li° 00' 07" East, 364.26 feet to an
intersection with East line of said Section 20;
THENCE South Ol° 20' 24" West, 1120.25 along said East line
to the East quarter corner;
THENCE continuing along said East line South O1° 18' 20"
West, 2649.25 feet to the Southeast corner of said Section
20;
THENCE North 88° 49' 53" West, 731.98 feet along the common
line of said Sections 20 and 29 to an intersection with
Walling Road (60.00 feet wide);
THENCE South O1° 08' 34" West, 782.04 feet along the
centerline of said Walling Road to the centerline
intersection of State Highway 74;
THENCE South 67° 15~ 17" West, 341.17 feet, along the
centerline of said State Highway 74, to the beginning of a
curve, concave Northwesterly, having a radius of 1510.16
feet;
THENCE Southwesterly through a central angle of 15° 05' 30",
an arc length of 397.78 feet;
THENCE continuing along said centerline South 82° 20' 47"
West, ~50.63 feet to the beqinning of a curve, concave
Southeasterly, having a radius of 716.78 feet;
THENCE Southwesterly through a central angle 34° O5' 09", an
arc length 426.42 feet;
waotoc.ase.m Paqe 3 of 4
THENCE South 48° 15~ 38" West, 155.54 feet to the beginning
of a curve, concave Northwesterly, having a radius of
1432.69 feet;
TF~NCE Southwesterly throuqh a central angle of 16° 15' 00",
an arc length of 406.33;
TF~NCE continuing along said centerline South 64° 30' 38"
West, 142.02 feet to an intersection with the Southerly
prolongation of the West line of land described in document
recorded February 6, 1970 as Instrument No. 11821;
THENCE leaving said centerline North 00° 32' 25" East,
1714.74 feet, along the said West line, to a point on the
North line of Parcel 1 of Record of Survey Book 15, Page 92,
Official Records of Riverside county;
THENCE South 89° 14' 40" West, 615.34 feet along said North
line to the Northwest corner of said Parcel 1;
THENCE North 00° 32~ 37" East, 10.76 feet along the
Northerly prolongation of West line of said Parcel 1 to the
common line of said Section 20 and 29;
THENCE South 89° 48' 04" Wes.t, 1508.15 feet along said
coaunon line to the Point of Beginning.
The above described land contains 2,294.28 Acres, more or
less.
~ G~~
Randall S. Bailey, L.S. 51
THE KEITH COMPANIES/BUTTERFIELD
DATED: MAY 29, 1990
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~° LB 1~~--i ~s 4251 . CITY DF LAKE ELS/NORE
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EX~IBIT II
SERVICE PROVISION PLAN
ANNEXATTON AREA NO. 54
NORTH PEAK SPECIFIC PLAN
COUNTY OF RIVERSIDE, CA
SUBMITTED TO:
COMMUNITY SERVICES DEPARTMENT
CITY OF LAKE ELSINORE
BY:
TMC COMMUNITIES
Introduction
The purpose of this report is to provide the City of Lake Elsinore, the
Riverside County Local Agency Formation Commission (LAFCO) and other
governmental agencies with information concerning the provision of
services for the proposed annexation of the North Peak Specific Plan Area
into the City of Lake Elsinore. This service plan includes a brief description of
the Specific Plan and proposed development, along with the proposed
policies and municipal services that would be provided should the property
be annexed into the City.
Specific Plan
The 2,228-acre North Peak annexation area is located north of Highway 74,
approximately 1.5 miles east of I-15. Contained within the annexation area is
the 1,964-acre North Peak Specific Plan. The majority of the land is currently
vacant property and consists of rolling hills, valleys and granite rock
outcroppings. There is both completed and proposed development
surrounding the site. To the east of the project is the existing Meadowbrook
residential area, south is the approved Ramsgate Specific Plan, west is existing
rural residential and to the north is vacant land and orange groves. The
Iower two-thirds of the site is located within the City of Lake Elsinore's sphere
of influence.
The proposed use of the Specific Plan area is mixed-use development
containing residentiai enclaves, parks, schools, and commercial areas. The
Specific Plan wili contain 4,621 residential units, or 816 per acre,
approximately 32 acres of commercial development, and 991 acres of open
space and parks.
Water Service
The southern two-thirds of the site, Villages I and II of the Specific Plan, lie
within the service area designated as Planning District 4 in the Elsinore
Valley Municipal Water District (EVMWD). The EVMWD will, therefore,
serve Villages I and II. The northern one-third of the site, Village III, is
located within the sphere of influence (but is not currently within the
boundaries) of the EVMWD. Village III has natural drainage into the sphere
of influence of the EVMWD and is proposed to be annexed into and served by
the EVMWD.
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An existing ten-inch pipe within Highway 74 (SR-74) is the only source of
water distribution to the project area at the present time. According to the
District Master Plan, this facility is now supplying at its maximum capacity. A
- 20-inch water main is Master-Planned to serve the general area with 6.3
million gallons per day (mgd). This main is planned to connect to an existing
27-inch main that supplies the Baker Street reservoir with an HGL elevation
of 1,434 feet. The above improvement will provide service to the subject
property.
The developer will provide financing for the onsite water improvements.
The costs of offsite line extensions will be shared with other developers in the
area. Operation and maintenance of the new facilities will be the
responsibility of EVMWD. Project buildout is expected within nine years
after Tentative Map approval.
Sewer Service
EVMWD will provide sanitary sewer service for the proposed development.
The EVMWD waste water treatment plant is located approximately two miles
southwest of the project at Trevlan and Chaney Streets (see figure 1). The
plant has a capacity of 3.0 mgd. Expansion is scheduled to add 1.0 mgd of
capacity in 1991, with an ultimate capacity of 20 mgd in the year 2010.
Sewage will be collected through a network of sewer lines and lift stations
within the project. This will provide a means of collecting all sewage
generated by the project and discharging it into a proposed offsite sewer main
in SR-74. The offsite sewer main will be routed southerly along SR-74 to an
existing 15-inch pipe at Collier Avenue, which flows directly to the existing
EVMWD waste treatment plant.
The developer will provide financing for the onsite sanitary sewer facilities.
The costs of the offsite line extension will be shared with other developments
in the area. Operation and maintenance of the new facilities will be the
responsibility of EVMWD. Project buildout is expected nine years after
Tentative Map approval.
Transportation
Access to the North Peak site will be via SR-74 and Nichols Road. The project
will participate in the widening of SR-74 to CalTrans standards and Nichols
Road to meet traffic demands generated onsite. El Toro Road and Nichols
Road, both 4-lane arterial streets within the Specific Plan, will connect to SR-
74 and Nichols Road offsite. In addition, onsite 4-lane arterial, 4-lane
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secondary, 2-lane collector, local public streets, and local private streets will be
constructed by the developer.
The onsite road system construction will be financed through the
implementation of a Community Facilities District. Offsite roads may be
financed through a Benefit Assessment District or a Community Facilities
District. The onsite roads will be constructed in five phases according to the
Specific Plan phasing. Offsite roads will be constructed in accordance with
traffic demands.
Police Protection
The police services for the area will be provided by the City of Lake Elsinore
through a contract with the Riverside County Sheritf's Department. The site
will be served by the substation located at 117 South Langstaff in Lake
Eisinore. Response time from the Lake Elsinore Substation to the project is
currently six minutes for emergency and 26 minutes for non-emergemcy calls.
This development would be served on a dispatch basis from a patrol beat with
an urban level response time of approximately 3 to 8 minutes.
Fire Protection
Local fire protection in the vicinity of the proposed project is provided by the
Riverside County Fire Department, Lake Elsinore Division. The City of Lake
Elsinore contracts with the Riverside County Fire Department to provide fire
protection for areas within the City. Therefore, County requirements are
applicable to the site. Two fire stations currently protect the site: Station 5
and Station il. Station 5 is located six miles from the project at 28971 Goetz
Road and has a response time of ten minutes. The station is equipped with
one fire engine and one rescue squad. Starion is located six miles from the
project at 17643 Brighhnan Avenue and has a response time of ten minutes.
The station is equipped with two fire engines and one rescue squad.
As outlined in the County of Riverside General Plan-Public Facilities and
Services Element (1986), response times by emergency fire equipment shall be
no greater than five minutes in urbanized areas. Therefore, a new Category 2
fire station will be required to accommodate development occurring along
SR-74. The project generates a need for 72% of a Category 2 station. The
project will participate on a fair-share basis in the construction of a new fire
station.
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Electricitv
Southern California Edison (SCE) maintains electric service pole lines along
Hammack Avenue, Crumpton Road, and Rachel Way; and a 12kv line
located along SR-74. Total electrical use for the project is estimated to be 4.94 x
10' kilowatt hours per year. Existing SCE facilities along SR-74 will need to be
extended into the project. According to SCE representatives, a main 12kv
underground line would be necessary to provide electrical service to the
project. The developer will work with SCE to provide offsite facilities and
will pay all applicable hookup fees. New onsite facilities will be required to
serve the lots as they are developed and will be financed by the developer.
Natural Gas
Natural gas is provided to the area by Southern California Gas Company
(SCGC). The nearest facility is located on Conard Avenue off SR-74, and
continues along Conard to Nichols Road, then north on El Toro Road for 500
feet. The SCGC indicates that the existing lines on Lake Street and Robb Road
have the available capacity for local service needs. Natural gas consumption
is estimated to be 4.07 x 10$ cubic feet per year. The developer will coordinate
with service and utility providers in improving and expanding existing
facilities during the construction phase of the project on order to avoid
disruption of existing facilities.
Telephone
GTE has indicated that they will be capable of providing telephone services to
the project. GTE does not envision the project causing fundamental
problems with the normal service offerings or construction practices.
The existing GTE service line along SR-74 will need to be upgraded in order to
accommodate the project. GTE will design and pay for_ service extension
lines, except for 200 feet of line next to each tract boundary which will be
funded by the project proponent.
Schools
The site is currently served by the Lake Elsinore Unified School District, the
Perris Elementary School District and the Perris Union High School District.
The North Peak Specific Plan is projected to generate 4,060 students. The Lake
Elsinore Unified District is projected to increase by 791 elementary school
students, 120 intermediate and 162 high school students. The Perris
Elementary School District is projected to get an increase of 1,894 elementary
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and 386 intermediate students, and the Perris Union High School District 707
students.
- ViIlage I of the Specific Plan (within the Lake Elsinore Unified Schooi
District) reserves an elementary school site of approximately ten acres.
Within Villages II and III (located in the Perris Elementary School District),
the Specific Plan reserves two elementary school sites of approximately ten
acres each. All applicable impact fees will be paid by the developer or builder
at the appropriate time.
SoIid Waste
The proposed annexation area is located within the El Sobrante Landfill
Service Area operated by the County of Riverside. The development will
generate a fracrion of one percent of the remaining landfill capacity. The
landfill, which has the potential for future expansion, currently has sufficient
capacity to accommodate the proposed project. Refuse collecHon services will
be provided under contract to the City by private haulers.
Street LiQhtin
', The cost of street light installation will be the responsibility of the developer
' at no cost to the City. Maintenance and power costs will be the responsibility
-- of the City Landscaping/Lighting Maintenance District. All homeowners pay
an annual fee to the District for its continuing operation.
Parks and Recreation
Park and recreation requirements for the proposed annexation area will be
satisfied by the developer through the dedication of park land or through the
payment of mitigation fees at the appropriate time.
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