HomeMy WebLinkAboutContract 1769PLEASE COMPLETE THIS INFORMATION
RECORDING REQUESTED BY:
City of Cathedral City
City Clerk
AND WHEN RECORDED MAIL TO:
City of Cathedral
City Clerk's Office
68-700 Avenida Lalo Guerrero
Cathedral City, CA 92234
Exempt from recording fees pursuant to
GC Section 6103 and 27383.
2018-0393398
10/03/2018 09:54 AM Fee: $ 0.00
Page 1 of 26
Recorded in Official Records
County of Riverside
Peter Aldana
Assessor -County Clerk -Recorder
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Grant of Easement and Indemnification Agreement
Title of Document
A Grant of Easement and Indemnification Agreement between Warrior Golf Equities, LLC, a California Limited
Liability Corporation and the City of Cathedral City, a California municipal corporation.
TRA:
DTT:
THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION
($3.00 Additional Recording Fee Applies)
ACR 238 (Rev. 03/2008)
#2c1S
avail themselves of the protections offered by any applicable law affording immunity to Owner
and the City.
4.
5. Compliance with Laws. The Parties shall comply with any and all laws now in
effect or that become effective during the term of this Agreement.
6. Governing Law. This Agreement shall be construed and enforced in accordance
with and governed by the laws of the State of California, without reference to its choice of laws
principles.
7. Successors and Assigns. This Agreement is binding on the successors and assigns
of the Parties and constitutes a covenant running with the land that binds the heirs, personal
representatives, successors and assigns of the Parties. Owner acknowledges and agrees that City
may assign the maintenance obligations for the Pathway; provided, however, that City will remain
responsible for ensuring the overall condition and maintenance of the Pathway.
8. Authority. Each Party and signatory hereto warrants and represents, as a material
inducement to the others, that such signatory hereto is authorized to enter into and execute this
Agreement on behalf of the Party for which he, she or it signs, and has all necessary approvals
and consents in that regard.
IN WITNESS WHEREOF, the Parties hereto have caused this Agreement to be executed
the day and year first written above.
WARRI R GOLF QUITIES, LLC.
By:
Flaherty
Title: whubvir
CITY OF CATHEDRAL CITY,
a California municipal corporation
By( 41,146-1 • L
Charles P. McClendon
City Manager
RIV #4822-8104-8122 vl
GRANT OF EASEMENT AND INDEMNIFICATION AGREEMENT
This GRANT OF EASEMENT AND IN MN il(�t1TION AGREEMENT
("Agreement") is made and entered into as of -i�'�V11 , 201g by and between,
WARRIOR GOLF EQUITIES, LLC, a California imited Liability Corporation ("OWNER")
and the CITY OF CATHEDRAL CITY, a California municipal corporation ("City"). Owner
and City may each be referred to as a "Party" or collectively as the "Parties."
RECITALS
A. Owner owns certain real property within the Whitewater River Storm Channel, in the City of
Cathedral City, State of California, as more particularly described as Parcel 5 and Parcel 7 in the Grant Deed
recorded on April 27, 2011, as Instrument No. 2011-0183718, in Official Records of Riverside County,
commonly known as Assessor's Parcel Number 677-410-010 and 677-420-023, being portions of Section
17, Township 4 South, Range 5 East, San Bernardino Meridian, (the "Property");
B. Owner desires to grant City a certain easement as more particularly described in
Exhibit "A" and depicted on Exhibit "B", to accommodate the construction, maintenance and use
of a paved pathway and related improvements intended for public use by pedestrians, bicycles,
and low speed electric vehicles, which may constitute a portion of a lengthier pathway to be known
as CVLink;
C. The City will be responsible for all construction, maintenance, and repair of the
Project on the Easement.
NOW, THEREFORE, in consideration of the above recitals, and the mutual
covenants, terms, conditions, and restrictions contained herein, the Parties agree as follows:
TERMS
1. City Acknowledgements. City acknowledges that it is solely responsible for all
costs of the Project.
2. Owner Acknowledgements. Owner hereby grants to the City an easement over
specific portions of Property, as more particularly described and depicted on Exhibit "A" and
depicted on Exhibit "B", attached hereto and incorporated herein by reference ( Easement Area").
3. Indemnification. City has the sole responsibility for liability, operation, upkeep,
and maintenance of the Pathway and the Easement Area. City agrees to indemnify, defend, and
hold harmless Owner, its officers, agents, and employees from any and all liabilities, claims,
demands, damages, or costs whatsoever, including without limitation, claims by any person for
property damage, personal injury or death of any person, whether public or private, arising from,
or in any way related, to use of the Pathway or the Easement Area, or the condition, installation,
construction, operation, maintenance, or lack of maintenance of the Pathway or related
improvements, or the Easement Area by any person, except to the extent that any such liabilities
are the result of the negligence or willful misconduct of Owner, its officers, agents, or employees.
The duty of the City to indemnify and save harmless includes the duty to defend as set forth in
Civil Code section 2778. Nothing in this Easement limits the ability of Owner and the City to
RIV #4822-8104-8122 vl
A notary public or other officer completing this certificate verifies only the identity of the individual who
signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity
of that document.
ALL-PURPOSE ACKNOWLEDGMENT NOTARY FOR CALIFORNIA
STATE OF CALIFORNIA
COUNTY OF RIVERSIDE
COUNTY OF RIVERSIDE
On .� lie
personally appeared
, 2018, before me,
Ir5 P 1 [ ce f Tlame of igner(s)
z
z
TRACEY R. MARTINEZ
Commission * 2104537
Notary Public - California
Riverside County
Comm. Expins Apr21, 2019
who proved to me on the basis of satisfactory evidence to be the
person(s/ whose name( is/ar/6 subscribed to the within
instrument and acknowledged to me that he/sh#/th4 executed the
same in his/hef/the4r authorized capacity(ie,i), and that by
his/herithe(r signature(' on the instrument the person(sj, or the
entity upon behalf of which the person( acted, executed the
instrument.
I certify under PENALTY OF PERJURY under the laws of the State
of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
1.�,c,061_i
.4.111.411.41•4114.414•11•614,
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F,etto, 3 *
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ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of California
County of NO note
On RUTASk 14 . 20 t
before me, Kui P 112-4190V\ SUhdA Z, NOW-- Pub 1 i c
(insert name and tit a of the officer)
personally appeared 122flc Ck \I\1._ la � -�
,
who proved to me on the basis f satisfactory evidence to be the er on( whose name(Kjere—
subscribed to the within instrument and acknowled•ed to me tha h xecuted the same in
��- - it authorized capacity(jes), and that b ' ignature(s%on the instrument the
perso , , or the entity upon behalf of which the person( -acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
Signature
(Seal)
KATIE ELIZABETH REMEY SANCHEZ
Commission # 2131684
Notary Public - California
Orange County
My Comm. Expires Oct 25, 2019
EXHIBIT "A"
WHITEWATER TRAIL EASEMENT DESCRIPTION
Those portions of Section 17, Township 4 South, Range 5 East, San Bemardino
Meridian, in the City of Cathedral City, County of Riverside, State of Califomia,
described in parcels as follows:
Parcel 1:
A uniform strip of land, 24.00 feet wide, Tying 12.00 feet on each side of the following
described centerline:
Beginning at the Northwest comer of said Section 17;
Thence. North 89° 38' 20" East, 1226.39 feet along the North line of said Section 17, to
a point on the Westerly right of way line of the Whitewater River Storm channel, as
described in the Deed of Easement recorded on March 6, 1962, in Book 3091, at Page
244, as Instrument No. 20719, in Official Records of Riverside County, said Westerly
right of way line being a curve, concave Westerly and having a radius of 30,000 feet, a
radial through said point bears North 58° 03' 28" East;
Thence, continuing North 89° 38' 20" East along said North line of Section 17, a
distance of 175.51 feet to the True Point of Beginning;
Thence, South 31° 22' 36" East, 140.31 feet to the beginning of a tangent curve,
concave Westerly and having a radius of 35,000 feet;
Thence, Southerly along said curve, through a central angle of 01° 12" 09", an arc
length of 734.50 feet, to a point of compound curvature, with a curve concave Westerly
and having a radius of 5,000 feet, a radial through said point of compound curvature
bears North 59° 49' 33" East;
Thence, Southerly along said 5,000 foot radius curve, through a central angle of 01° 25'
49", an arc length of 124.82 feet;
Thence, South 28° 44' 38" East, 60.05 feet to a point hereinafter referred to as "Point A";
Thence, continuing, South 28° 44' 38" East, 347.83 feet to the beginning of a tangent
curve, concave Westerly and having a radius of 23,250 feet;
Thence, Southerly along said curve, through a central angle of 01° 58' 46", an arc
length of 803.24 feet;
Thence, South 26° 45' 52" East, 183.04 feet to a point hereinafter referred to as "Point
B";
Thence, continuing, South 26° 45' 52" East, 62.39 feet to the beginning of a tangent
curve, concave Westerly and having a radius of 5,000 feet;
Thence, Southerly along said curve, through a central angle of 00° 56' 09", an arc
length of 86.67 feet to a point of compound curvature with a curve concave Westerly
and having a radius of 30,000 feet, a radial through said point of compound curvature
bears North 64° 10' 17" East;
Thence, Southerly along said 30,000 foot radius curve, through a central angle of 01°
27' 08", an arc length of 760.38 feet to a point of compound curvature with a curve,
concave Westerly and having a radius of 2,000 feet, a radial through said point of
compound curvature bears North 65° 37' 25" East;
Thence, Southerly along said 2,000 foot radius curve, through a central angle of 01° 29'
18" an arc length of 51.95 feet;
Thence, South 22° 53' 17" East, 105.19 feet to a point hereinafter referred to as "Point
C";
Thence, continuing South 22° 53' 17" East, 481.89 feet to the beginning of a tangent
curve, concave Westerly and having a radius of 20,000 feet;
Thence, Southerly along said 20,000 foot radius curve through a central angle of 02° 32'
50", an arc length of 889.15 feet;
Thence, South 20° 20' 27" East, 94.40 feet to the beginning of a tangent curve, concave
Westerly and having a radius of 20,000 feet;
Thence, Southerly along said last mentioned curve, through a central angle of 00° 55'
12" an arc length of 321.14 feet to a point hereinafter referred to as "Point D";
Thence, continuing Southerly along said 20,000 foot radius curve, through a central
angle of 00° 31' 43", an arc length of 184.52 feet to the Point of Ending, said point
hereinafter referred to as "Point E", being a point distant 12.00 feet Easterly, measured
radially, from the intersection of the Westerly line of the herein described Parcel 1 with
the Easterly line of that certain parcel of land conveyed to the Desert Water Agency by
deed recorded on June 18, 1987, as Instrument No. 173244, in Official Records of
Riverside County, said Easterly line being a curve, concave Westerly and having a
radius of 30,030 feet, said Easterly line being concentric with the Westerly right of way
line of the Whitewater River Flood channel, said Westerly right of way line being a
curve, concave Westerly and having a radius of 30,000 feet, a radial of said 30,000 foot
and 30,030 foot radius concentric curves through said point of intersection bears North
68° 33' 10" East.
The sidelines of said 24.00 foot wide easement shall be prolongated or shortened as
required to terminate in the above described North line of Section 17.
Parcel 1 contains 134,847 sq. ft. or 3.119 acres, more or less.
2
Parcel 2:
A uniform strip of land, 24.00 feet wide, Tying 12.00 feet on each side of the following
described centerline:
Beginning at the above described "Point A";
Thence, South 61° 15' 22" West, 40.72 feet to the beginning of a tangent curve,
concave Northerly and having a radius of 50 feet;
Thence, Northwesterly along said curve through a central angle of 90° 33' 10", an arc
length of 79.02 feet to a point of reverse curvature of a curve, concave Westerly and
having a radius of 5,000 feet, a radial of said 5,000 foot radius curve through said point
of reverse curvature bears North 61° 48' 32" East;
Thence, Northerly along said 5,000 foot radius curve, through a central angle of 02° 34'
22", an arc length of 224.51 feet to a point of compound curvature with a curve concave
Westerly and having a radius of 30,660 feet, a radial of said curve through said point of
compound curvature bears North 59° 14' 10" East;
Thence, Northerly along said 30,660 foot radius curve through a central angle of 01° 19'
01", an arc length of 704.79 feet to a point of reverse curvature with a curve concave
Easterly and having a radius of 10,000 feet, a radial of said 10,000 foot radius curve
through said point bears South 57° 55' 09" West;
Thence, Northerly along said 10,000 foot radius curve through a central angle of 00° 39'
41" an arc length of 115.44 feet;
Thence, North 31° 25' 10" West, 18.53 feet, more or Tess, to the Point of Ending on the
North line of Section 17, distant thereon South 89° 38' 20" West, 112.99 feet from the
True Point of Beginning of the above described Parcel 1.
The sidelines of said 24.00 foot wide easement shall be prolongated or shortened as
required to terminate in the above described North line of Section 17.
Excepting any portion of said Parcel 2 within the boundaries of the above described
Parcel 1.
Parcel 2 contains 28,103 sq. ft. or 0.645 acres, more or Tess.
Parcel 3:
A uniform strip of land, 24.00 feet wide, lying 12.00 feet on each side of the following
described centerline:
Beginning at the above described "Point B";
3
Thence, South 18° 14' 08" West, 100.83 feet, to the beginning of a tangent curve,
concave Easterly and having a radius of 100.00 feet;
Thence, Southerly along said curve, through a central angle of 45° 11' 09", an arc
length of 78.86 feet to a point of reverse curvature with a curve concave Westerly and
having a radius of 30,030 feet, a radial of said 30,030 radius curve through said point of
reverse curvature bears North 63° 02' 59" East;
Thence, Southerly along said reverse curve, through a central angle of 00° 48' 18", an
arc length of 421.95 feet, to a point of compound curvature, with a curve concave
Westerly and having a radius of 5,000 feet, a radial of said 5,000 foot radius curve
through said point of compound curvature bears North 63° 51' 17" East;
Thence, Southerly along said 5,000 foot radius curve, through a central angle of 02° 31'
25", an arc length of 220.23 feet to a point of reverse curvature with a curve concave
Easterly and having a radius of 5,000 feet, a radial through said point of reverse
curvature bears North 66° 22' 42" East;
Thence, Southerly along said reverse curve through a central angle of 01° 44' 29", an
arc length of 151.96 feet;
Thence, South 25° 21' 46" East, 71.01 feet to the beginning of a tangent curve, concave
Northeasterly and having a radius of 50.00 feet;
Thence Southeasterly and Northeasterly along said curve through a central angle of 87°
31' 31", an arc length of 76.38 feet;
Thence, North 67° 06' 43" East, 37.99 feet, more or less, to the above described "Point
C", in Parcel 1;
Excepting any portion of said parcel 3 within the above described Parcel 1.
Parcel 3 contains 27,125 sq. ft. or 0.623 acres, more or less.
Parcel 4:
Beginning at the above described "Point D", in Parcel 1, said point being on a curve,
concave Westerly and having a radius of 20,000 feet;
Thence, South 70° 34' 45" West on a radial of said 20,000 foot radius curve, a distance
of 12.00 feet to a point on the Westerly line of the above described Parcel 1, said
Westerly line being a curve, concave Westerly having a radius of 19,988 feet and being
concentric with the above described 20,000 foot radius curve, and said point being the
True Point of Beginning;
Thence, South 10° 34' 45" West, 50.00 feet;
Thence, South 19° 25'15" East, 28.00 feet;
4
Thence, South 72° 12' 52" East, 31.13 feet to a point on the above described Westerly
line of the above described Parcel 1, a radial of the above described 19,988 foot radius
curve through said point bears North 70° 50' 15" East;
Thence, Northerly along said Westerly line, being a concentric curve, concave Westerly
and having a radius of 19,988 feet, through a central angle of 00° 15' 30", an arc length
of 90.12 feet to the True Point of Beginning.
Parcel 4 contains 1,387 square feet, more or less.
Parcel 5:
A triangular shaped parcel, described as follows:
Beginning at the above described "Point A";
Thence, South 61° 15' 22" West, 12.00 feet along the centerline of the above described
Parcel 2, to a point on the Westerly line of said Parcel 1;
Thence North 28° 44' 38" West, 12.00 feet along the said Westerly line to the
intersection of the Northerly line of Parcel 2 and the Westerly line of Parcel 1, the True
Point of Beginning;
Thence, continuing North 28° 44' 22" West. 8.00 feet;
Thence, South 16° 55' 22" West, 11.31 feet to a point on the North line of said Parcel 2;
Thence, North 61° 15' 22" East 8.00 feet along the North line of Parcel 2 to the True
Point of Beginning.
Parcel 5 contains 32 square feet, more or Tess.
Parcel 6:
A triangular shaped parcel, described as follows:
Beginning at the above described "Point A";
Thence, South 61° 15' 22" West, 12.00 feet along the centerline of the above described
Parcel 2, to a point on the Westerly line of said Parcel 1;
Thence South 28° 44' 38" East, 12.00 feet along the said Westerly line to the
intersection of the Southerly line of Parcel 2 and the Westerly line of Parcel 1, the True
Point of Beginning;
Thence, continuing South 28° 44' 22" East. 8.00 feet;
Thence, North 73° 44' 38" West, 11.31 feet to a point on the South line of said Parcel 2;
5
Thence, North 61° 15' 22" East 8.00 feet along the South line of Parcel 2 to the True
Point of Beginning.
Parcel 6 contains 32 square feet, more or less.
Parcel 7:
A triangular shaped parcel, described as follows:
Beginning at the above described "Point B";
Thence, South 18° 14' 08" West, 16.97 feet along the centerline of the above described
Parcel 3, to a point on the Westerly line of said Parcel 1;
Thence North 26° 45' 52" West, 16.97 feet along the said Westerly line to the
intersection of the Northwesterly line of Parcel 3 and the Westerly line of Parcel 1, the
True Point of Beginning;
Thence, continuing North 26° 45' 52" West. 16.00 feet;
Thence, South 04° 15' 52" West, 29.56 feet to a point on the Northwesterly line of said
Parcel 3;
Thence, North 18° 14' 08" East 16.00 feet along the Northwesterly line of Parcel 2 to
the True Point of Beginning.
Parcel 7 contains 91 square feet, more or Tess.
Parcel 8:
A triangular shaped parcel, described as follows:
Beginning at the above described "Point B";
Thence, South 18° 14' 08" West, 16.97 feet along the centerline of the above described
Parcel 3, to a point on the Westerly line of said Parcel 1;
Thence South 26° 45' 52" East, 16.97 feet along the said Westerly line to the
intersection of the Southeasterly line of Parcel 3 and the Westerly line of Parcel 1, the
True Point of Beginning;
Thence, continuing South 26° 45' 52" East. 10.00 feet;
Thence, South 63° 14' 08" West, 10.00 feet to a point on the Southeasterly line of said
Parcel 3;
Thence, North 18° 14' 08" East, 14.14 feet along the Southeasterly line of Parcel 2 to
the True Point of Beginning.
6
Parcel 8 contains 50 square feet, more or Tess.
Parcel 9:
A triangular shaped parcel, described as follows:
Beginning at the above described "Point C";
Thence, South 67° 06' 43" West, 12.00 feet along the centerline of the above described
Parcel 3, to a point on the Westerly line of said Parcel 1;
Thence South 22° 53' 17" East, 12.00 feet along the said Westerly line to the
intersection of the Southeasterly line of Parcel 3 and the Westerly line of Parcel 1, the
True Point of Beginning;
Thence, continuing South 22° 53' 17" East. 8.00 feet;
Thence, North 67° 53' 17" West, 11.31 feet to a point on the Southeasterly line of said
Parcel 3;
Thence, North 67° 06' 43" East 8.00 feet along the Southeasterly line of Parcel 3 to the
True Point of Beginning.
Parcel 9 contains 32 square feet, more or less.
Parcel 10:
Beginning at the above mentioned "Point E", as described in the above Parcel 1;
Thence, South 71° 06' 28" West, 12.00 feet, to a point on the Easterly line of that
certain parcel of land conveyed to the Desert Water Agency by deed recorded on June
18, 1987, as Instrument No. 173244, in Official Records of Riverside County, said
Easterly line being a curve, concave Westerly and having a radius of 30,030 feet, said
Easterly line being concentric with the Westerly right of way line of the Whitewater
River Flood channel, said Westerly right of way line being a curve, concave Westerly
and having a radius of 30,000 feet, a radial of said 30,000 and 30,030 foot concentric
curves through said point bears North 68° 33' 10" East;
Thence, Southerly along said 30,030 foot radius curve and Easterly line of said Desert
Water Agency parcel, through a central angle of 00° 42' 34", an arc length of 371.84
feet, to a point on the North right of way line of Ramon Road, being a line parallel with,
and 40 feet Northerly, measured at right angles from, the South line of said Section 17;
Thence, North 89° 48' 32" East, along said North line of Ramon Road, 11.92 feet;
Thence, North 18° 38' 33" West, 44.51 feet;
Thence, South 71° 21' 27" West, 3.00 feet;
Thence, North 18° 38' 33" West, 243.66 feet to the beginning of a tangent curve,
concave Westerly and having a radius of 20,012 feet;
Thence, Northerly along said curve, through a central angle of 00° 14' 59", an arc length
of 87.22 feet to the Southeasterly corner of the above described Parcel 1;
Thence, South 71° 06' 28" West, 12.00 feet along the South line of said Parcel 1 to the
Point of Beginning.
Parcel 10 contains 6,035 square feet, more or less.
Assessor Parcel Numbers: 677-410-010 and 677-420-023
Tax Rate Area TRA 19-000
Prepared by:
J4
David R. Faessel RCE 18731
8
SHEET 9
XeN
SHEET 10
RAMON RD
111
Cathedral city
City of Cathedral City
68-700 Avenida Lolo Guerrero
Cathedral City,Co. 92234
Ph. (760) 770-0340
EXHIBIT B
WHITEWATER BIKE PATH
EASEMENT INDEX MAP
Scole:
1 "= 600'
Date:
5/24/2017
Sheet:
GRANTOR: WARRIOR GOLF EQUITIES, LLC
1 of 1 2
Sheets
Drown By; ERP
Checked By: DF
78
18
r
7_ 1226.39'
W LINE
SECTION 17
175.51'
TPOB
PARCEL NO. 1
112.99'
NORTH LINE SECTION 17
7
N 89'38'20" E
N 31'25'10" W\
18.53'
R= 30,000'
♦= 0°39'41"
R= 10,000'
L= 115.44'
S 31'22'36" E
140.31'
♦= 1°12'09"
R= 35,000'
= 734.50'
CL 24' EASEMENT
PARCEL 2
\
W'LY R/W LINE
WHITEWATER STORM
CHANNEL
MARCH 6, 1962
BOOK 3091, P.244
INST 20719, O.R.
*1t
Cathedral city
City of Cathedral City
68-700 Avenida Lolo Guerrero
Cathedrol City.Co. 92234
Ph. (760) 770-0340
EXHIBIT B
WHITEWATER BIKE PATH
EASEMENT
Scole:
1 "= 60'
Dote:
5/24/2017
Sheet:
2 of 1 2 Sheets
GRANTOR: WARRIOR GOLF EQUITIES, LLC
Drown By; ERP
Checked By: DF
CL 24' EASEMEN
PARCEL 2
\
♦= 1°12'09"
R= 35,000'
L= 734.50'
\
CL 24' EASEMENT
PARCEL 1
\
\
\
W'LY R/W LINE
WHITEWATER STORM
CHANNEL /
MARCH 6, 1962
BOOK 3091, P.244
INST 20719, O.R.
111
\
\
:Ik
,-y
0
Cathedral City
City of Cothedral City
68-700 Avenida Lola Guerrero
Cathedral City,Ca. 92234
Ph. (760) 770-0340
EXHIBIT B
WHITEWATER BIKE PATH
EASEMENT
Scale
1 "=60'
5/24/2017
Sheet
GRANTOR: WARRIOR GOLF EQUITIES, LLC
of
2 Sheets
Drown 9y; ERP
Checked 8y: DF
A= 1°25'49"
R=5,000'
L= 124.82'
CL 24' EASEMENT \
PARCEL 2
W'LY R/W LINE
WHITEWATER STORM
CHANNEL /
MARCH 6, 1962
BOOK 3091, P.244
INST 20719, O.R.
y
Na
csk r.
N
�� 15ti
hC‘i Ul cP= 561 8%
to
4 -
Al
. 2.
PARCEL 5
SEE DETAIL
BELOW
♦ = 90° 3'10"
R= 50'
L= 79.02'
cr,
rD
PARCEL 6 \
SEE DETAIL
BELOW
DETAIL PARCEL 5 DETAIL PARCEL 6
NTS
NTS
S 28'44'38" E
60.05'
\
POINT A
\
CL 24' EASEMENT
PARCEL 1
\
*tt
Cathedral Clty
City of Cathedral City
68-700 Avenida Lolo Guerrero
Cathedral City.Ca. 92234
Ph. (760) 770-0340
EXHIBIT B
WHITEWATER BIKE PATH
EASEMENT
Scale:
1 "=60'
Date:
5/24/2017
Sheet:
4 of
1 2 Sheets
GRANTOR: WARRIOR GOLF EQUITIES, LLC Dheckedy;y: DFP
CL 24' EASEMENT
PARCEL 1
\
\
W'LY R/W LINE
WHITEWATER STORM
CHANNEL
MARCH 6, 1962
BOOK 3091, P.244
INST ?0719, O.R.
♦ = 1°58'46"
R= 23,250'
L= 803.24'
IQ
Cathedral City
City of Cathedral City
68-700 Avenida Lola Guerrero
Cathedral City.Ca. 92234
Ph. (760) 770-0340
EXHIBIT B
WHITEWATER BIKE PATH
EASEMENT
Scale:
1"=-- 60'
Dote:
5/24/2017
Sheet:
GRANTOR: WARRIOR GOLF EQUITIES, LLC
5 of`%
1 ` Sheets
Drown By; ERP
Checked By: DF
CL 24' EASEME T
PARCEL 1
W'LY R/W LINE
WHITEWATER STORM
CHANNEL
MARCH 6, 1962
BOOK 3091, P.244
INST 20719, O.R.
Cathedral City
City of Cathedral City
68-700 Avenida Lalo Guerrero
Cathedral City,Ca. 92234
Ph. (760) 770-0340
0
UDU W v.
•2 N I �� OTS
4 r O d
O ,O O D6v3a
O
N A 4 w c"
w
w
r r
2 Ao
S S,OpO
DETAIL PARCEL 7 DETAIL PARCEL 8
NTS NTS
PARCEL 7
SEE DETAILN.
ABOVE
\ CL 24' EASEMENT
PARCEL 3
\ ♦= 45°11'09"
R= 100'
L= 78.86'
,oai
POINT B
S 26'45'52" E
62.39'
PARCEL 8
SEE DETAIL
ABOVE
♦ = 00°56'09"
R= 5,000'
L= 86.67'
G
EXHIBIT B
WHITEWATER BIKE PATH
EASEMENT
Scale:
1 "= 60'
5/24/2017
Sheet:
6 of 1 2 Sheets
GRANTOR: WARRIOR GOLF EQUITIES, LLC
Drawn By; ERP
Checked By: DF
CL 24' EASEMENT
PARCEL 3
APPROX. LOCATION OF
SECTION 17 MID
SECTION LINE
111
Cathedral City
City of Cathedral City
68-700 Avenida Lola Guerrero
Cathedral City,Ca. 92234
Ph. (760) 770-0340
CL 24' EASEMENT
PARCEL 1
\
W'LY R/W LINE
WHITEWATER STORM
CHANNEL
MARCH 6, 1962
BOOK 3091, P.244
INST 20719, O.R.
W'LY R/W LINE
WHITEWATER STORM
CHANNEL
SEPT. 1, 1960
BOOK 2760, P.34
INST 77268, O.R.
\
G
\
EXHIBIT B
WHITEWATER BIKE PATH
EASEMENT
\
♦= 01°27'08"
R= 30,000'
L= 760.38'
\
\
\
\
\
\
Scale:
1 "=60'
\
\
Date:
5/24/2017
Sheet:
GRANTOR: WARRIOR GOLF EQUITIES, LLC
7 of 12
Sheets
Drown 8y; ERP
Checked By: DF
•
♦= 1°44'29"
R= 5,000'
L= 151.96'
G
♦= 1°29'18"
R= 2,000'
L= 51.95'
CL 24' EASEMENT
PARCEL 3
W'LY R/W LINE
WHITEWATER STORM
CHANNEL
SEPT. 1, 1960
BOOK 2760, P.34
INST 77268, O.R.
r? � u.21
to.s
\ o _ \`
S 2753'17" E
105.19'
POINT C
♦= 87°31'31"
R= 50'
L= 76.38'
DETAIL PARCEL 9
NTS
PARCEL 9
SEE DETAIL
BELOW
Cathedral City
City of Cathedral City
68-700 Avenida Lolo Guerrero
Cathedral City,Co. 92234
Ph. (760) 770-0340
CL 24' EASEMENT
PARCEL 1
\
EXHIBIT B
WHITEWATER BIKE PATH
EASEMENT
Scale:
1 "=60'
Sheet:
5/24/2017
8 °' 12 Sheets
GRANTOR: WARRIOR GOLF EQUITIES, LLC
Drown By, ERP
Checked By: DF
\
\
W'LY R/W LINE
WHITEWATER STORM
CHANNEL
SEPT. 1, 1960
BOOK 2760, P.34
INST 77268, O.R.
\
CL 24' EASEMENT
PARCEL 1
\
♦= 2°32'50"
R= 20,000'
L= 889.15'
IQ
Cathedral City
City of Cathedral City
68-700 Avenida Lalo Guerrero
Cathedral City.Ca. 92234
Ph. (760) 770-0340
EXHIBIT B
WHITEWATER BIKE PATH
EASEMENT
Scole:
1 "= 60'
Date:
5/24/2017
Sheet:
wn edBy;By: ERP
DF
9 of
1 2 Sheets
GRANTOR: WARRIOR GOLF EQUITIES, LLC DCherock
\
WLY R/W LINE
WHITEWATER STORM
CHANNEL
SEPT. 1, 1960
BOOK 2760, P.34
INST 77268, O.R.
\
CL 24' EASEMENT
PARCEL 1
\
\
\
\
\
♦= 2°32'50"
R= 20,000'
L= 889.15'
\
\
G
S 20'20'27" E
94.40'
Cathedral city
City of Cathedral City
68-700 Avenida Lola Guerrero
Cathedral City,Ca. 92234
Ph. (760) 770-0340
W'LY R/W LINE
WHITEWATER STORM
CHANNEL
SEPT. 1, 1960
BOOK 2760, P.34
INST 77268, O.R.
EXHIBIT B
WHITEWATER BIKE PATH
EASEMENT
Scale:
1 "= 60'
Date:
5/24/2017
Sheet:
1 0 of 1 2 Sheets
GRANTOR: WARRIOR GOLF EQUITIES, LLC
Drown By; ERP
Checked By: DF
W'LY R/W LINE
WHITEWATER STORM
CHANNEL
SEPT. 1, 1960
BOOK 2760, P.34
INST 77268, O.R.
\
Ec
S 20'20'27" E
94.40'
♦= 0°15'30"
R= 19,988'
L= 90.12'
Ito (31-
'O
O_V=
•
3/. /3,
DETAIL PARCEL 4
NTS
A
Cathedral City
City of Cathedral City
68-700 Avenida Lalo Guerrero
Cathedral City,Ca. 92234
Ph. (760) 770-0340
i
\
\
♦ = 0°55'12"
R= 20,000'
L= 321.14'
\
CL 24' EASEMENT
PARCEL 1
POINT D
PARCEL 4
SEE DETAIL IN
LEFT
\
♦ = 0°31'43"
R= 20,000'
L= 184.52'
N
EXHIBIT B
WHITEWATER BIKE PATH
EASEMENT
X
♦= 0°31'43"
Scale:
1 "=60'
Date:
5/24/2017
Sheet: 1 1 of
12
GRANTOR: WARRIOR GOLF EQUITIES, LLC
Drown By; ERP
Checked By: DF
Sheets
W'LY LINE OF 24'
EASEMENT
INTERSECTS DWA
LINE AT THIS POINT
"
RPO\PL cVR\jE
W'LY R/W LINE
WHITEWATER STOR
CHANNEL
SEPT. 1, 1960
BOOK 2760, P.34
INST 77268, O.R.
♦= 0°31'43"
R= 20,000'
L= 184.52'
POINT E
"
p �� \ \ R=30,030'
Niy s,. .. \s‘R=30,000 \ \ -tO u)o-
SO 'el
30' STRIP TO
DESERT WATER AGENCY
6-18-1987, INST #173244
18. 1
0°
N 51'21'27"
18.10'
E
iw
♦= 0°07'00"
R= 30,000'
L= 61.09'
♦ = 0°05'09"
R= 30,000' '
L= 44.94'
V ♦= 0°01'51" /
5.'
R= 30,000'
L= 16.15'
N 89'48'32" E
3,815.71
19 20
1
32.
N R/W
RADON RD
4' 11.92'
4),
N 89'48'32" E
N 89'48'32" E
CL RAMON RDf
(S. LINE SEC 17)
141.24'
SW COR E OF SE OF SEC 17
PARCEL 10 EASEMENT
FROM WARRIOR GOLF EQUITIES
A
Cathedral City
City of Cathedral City
68-700 Avenida Lola Guerrero
Cathedral City,Ca. 92234
Ph. (760) 770-0340
EXHIBIT B
WHITEWATER BIKE PATH
EASEMENT
Scale:
1 "= 60'
Date:
5/24/2017
Sheet:
1212 of
Sheets
GRANTOR: WARRIOR GOLF EQUITIES, LLC
Drown By; ERP
Checked By: DF
CITY OF CATHEDRAL CITY
CERTIFICATE OF ACCEPTANCE
THIS IS TO CERTIFY that the interest in real property conveyed by WARRIOR
GOLF EQUITIES, LLC, a California Limited Liability Company, GRANTOR,
dated 444- \i , 20 , to THE CITY OF CATHEDRAL CITY, A
Municipal Corporation, GRANTEE, in a Grant of Easement and Indemnification
Agreement for a paved pathway and related improvements for public use by
pedestrians, bicycles, and low speed electric vehicles, is hereby accepted by the
City Clerk of said City on this day of 11ruc4S t , 20 pursuant to
authority granted by the City Council of said City, by Resolution No. 82-13, made
on the 3rd day of February, 1982, and the Grantee consents to recordation
thereof by said City Clerk, its duly authorized officer.
Dated at Cathedral City, California, this day of pv,5L-f- , 20
APN 677-410-010 and 677-420-023
Gary F. Howell, City Clerk
City of Cathedral City
By: Trac . Martinez, C
Deputy City Clerk
1931
Cllir el: