Deed 2008/RDA to CITY, 9 SRR parcelsTHIS DOCUMENT CORRECTS
DOCUMENT # 2007 - 0076268
RECORDED ON FEBRUARY 1, 2007
RECORDING REQUESTED BY AND
WHEN RECORDED RETURN TO:
City of La Quinta
78 -495 Calle Tampico
La Quinta, California 92253
Attention : City Clerk
DOC # 2008- 0041848
01/28/2008 08:00A Fee:25.00
Page 1 of 7
Recordled in Official Records
County of Riverside
Larry W. Ward
Assessor, County Clerk & Recorder
1111111111111111111111111111111111111111111111111111111
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SPACE ABOVE THIS LINE FOR RECORDER'S USE
(EXEMPT FROM RECORDERS FEE PURSUANT TO GOVERNMENT CODE SECTIONS 27383 AND 6103)
GRANT DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, the
LA QUINTA REDEVELOPMENT AGENCY, a public body, corporate and politic (the
"Grantor "), hereby grants to the CITY OF LA QUINTA, a California municipal corporation
and charter city ( "Grantee "), that certain real property located in the City of La Quinta, County
of Riverside, State of California, described in the legal description attached hereto as Attachment
No. 1 and incorporated herein by this reference, with all improvements thereon (collectively, the
"Property") subject to all matters of record, and further subject to the following:
A. Conveyance in Accordance With Redevelopment Plan. The Property is conveyed
in accordance with and subject to the Redevelopment Plan for Project Area No. 1
( "Redevelopment Plan "), a copy of which is on file with the City Clerk of the City of La
Quinta, California. All uses on the Property shall conform to the uses permitted by the
Redevelopment Plan. The foregoing shall remain in effect until the expiration of the
Redevelopment Plan.
B. Nondiscrimination. Grantee, on behalf of itself and its successors and assigns to
all or any portion of the Property, covenants and agrees as follows:
•
• 1. There shall be no discrimination against, or segregation of, any persons, or
group of persons, on account of race, color, creed, religion, sex, marital status, ancestry, or
national origin in the sale, lease, or renal or in the use, occupancy, or enjoyment of the Property,
nor shall the grantee itself, or any person claiming under or through it, establish or permit any
such practice or practices of discrimination or segregation with reference to the selection,
location, number, use, or occupancy of tenants, lessees, subtenants, sublessees, or vendees of the
Property or any portion thereof. The foregoing covenants shall run with the land and shall
remain in effect in perpetuity.
2. The grantee shall refrain from restricting the rental, sale, or lease of any
portion of the Property, or contracts relating to the Property, on the basis of race, color, creed,
religion, sex, marital status, age, ancestry, or national origin of any person. All such deeds,
leases or contracts shall contain or be subject to substantially the following nondiscrimination or
nonsegregation clauses:
882/015610 -0084
877045 01 a01/16,08 -1-
(7v
061
a. In deeds: "The grantee herein covenants by and for itself, its heirs,
executors, administrators, and assigns, and all persons claiming, under or through them, that there
shall be no discrimination against or segregation of any person or group of persons on account of
race, color, creed, religion, sex, marital status, age, ancestry, or national origin in the sale, lease,
sublease, transfer, use, occupancy, tenure, or enjoyment of the land herein conveyed, nor shall
the grantee itself, or any persons claiming under or through it, establish or permit any such
practice or practices of discrimination or segregation with reference to the selection, location,
number, use, or occupancy of tenants, lessees, subtenants, sublessees, or vendees in the land
herein conveyed. The foregoing covenants shall run with the land."
b. In leases: "The lessee herein covenants by and for itself, its heirs,
executors, administrators, and assigns, and all persons claiming under or through it, and this
lease is made and accepted upon and subject to the following conditions: `That there shall be no
discrimination against or segregation of any person or group of persons on account of race, color,
creed, religion, sex, marital status, age, ancestry, or national origin in the leasing, subleasing,
transferring, use, occupancy, tenure, or enjoyment of the land herein leased, nor shall the lessee
itself, or any person claiming under or through it, establish or permit any such practice or
practices of discrimination or segregation with reference to the selection, location, number, use,
or occupancy of tenants, lessees, sublessees, subtenants, or vendees in the land herein leased. "'
C. In contracts pertaining to the realty: "There shall be no
discrimination against or segregation of any persons or group of persons on account of race,
color, creed, religion, sex, marital status, age, ancestry, or national origin in the sale, lease,
transfer, use, occupancy, tenure, or enjoyment of land, nor shall the transferee itself, or any
person claiming under or through it, establish or permit any such practice or practices of
discrimination or segregation with reference to the selection, location, number, use, or occupancy
of tenants. lessees, subtenants, sublessees, or vendees of land."
The foregoing nondiscrimination covenants shall remain in effect in perpetuity.
C. Correction of Prior Grant Deed. Agency and City hereby acknowledge and agree
that the purpose of this Grant Deed is to facilitate the correction of certain errors discovered in
that certain Grant Deed executed by Agency, as "Grantor," and by City, as "Grantee ", pursuant
to which the Agency conveyed the Property and certain adjacent real property (collectively, the
"SilverRock Property ") to the City (the "Original Grant Deed "). The Original Grant Deed was
recorded against the SilverRock Property on February 1, 2007, as Instrument No. 2007 - 0076268,
in the Official Records of the County of Riverside. The Agency and City commenced to correct
the prior errors with the execution of a Grant Deed on or about January _4�, 2008, pursuant to
which the City reconveyed to the Agency all of the SilverRock Property (the "Reconveyance
Grant Deed "). The Reconveyance Grant Deed was recorded against the SilverRock Property on
Januaryz f as Instrument No 2MI6 - 2)-7-71B7_, in the Official Records of the County of
Riverside. The recordation of this Grant Deed completes the correction of the prior errors by
effecting the conveyance by the Agency to the City of the Property, which is comprised of the
parcels within the SilverRock Property that contain the Arnold Palmer Golf Course, driving
range, and maintenance facilities.
882/0156104084 _
87704501 a01 /16/08 —2'
"Grantor"
LA QUINTA REDEVELOPMENT AGENCY,
a public body, corporate and politic
Br/
Executive Director
APPROVED AS TO FORM:
RUTAN & TUCKER, LLP
I 96Counsel
"Grantee"
CITY OF LA QUINTA, a California municipal
corporation and charter city
rz-4-ft4t�4
City Manager
ATTEST--
City Clerk
APPROVED AS TO FORM:
RUTAN & T CKER, LLP
QAt � Ci rney
882/015610 -0084 _
877045 01 .01/16/08 -�
State of California )
County of.�✓Cl6;&
/
On o./4//u2/� y tc?yo before me,
Gt f�.s �G , Notary Public,
and title of the offic r)
personally appeared / 0D11"43 l• /y 6:a Ill ��e )
who proved to me on the basis of satisfactory evidence to be the person(A whose name(Abis /ilsc
subscribed to the within instrument, and acknowledged to me that he /swthpry executed the same
in hisfl & /thXr authorized capacity(ies), and that by his/IpWtI*r signature(po on the instrument the
personO, or the entity upon behalf of which the person(s) 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_
882/015610 -0084 _
877045,01 Al /16/08 _4
REGENA HEMR
1 CommWon #.152140
NatM auromb ,
RTJeratde �tiuniy�
(seal)
ATTACHMENT NO. 1
LEGAL DESCRIPTION OF PROPERTY
PARCELS 1, 2, 7 AND 17 OF PARCEL MAP NO. 33367, IN THE CITY OF LA
QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, RECORDED IN BOOK
Z. _, PAGES _2+_ THROUGH 3P)__ OF PARCEL MAPS, IN THE OFFICE OF
THE COUNTY RECORDER OF SAID COUNTY.
982/015610 -0084 _
87704501 a01A 6/08 _5
GRANTEE'S ACCEPTANCE
This is to certify that the interest in real property conveyed by the Grant Deed dated
2008 from the LA QUINTA REDEVELOPMENT AGENCY, a public
body, corporate and politic (the "Grantor "), to the CITY OF LA QUINTA, a California
municipal corporation and charter city (the "Grantee "), is hereby accepted by the undersigned
officer or agent on behalf of the City pursuant to authority conferred by Resolution No. 2002 -86,
adopted by the City Council of the City on June 18, 2002, and the Grantee consents to
recordation thereof by its duly authorized officer.
Dated: 2&
City Manager
882/015610 -0081 _
877045 01 a01 /16/08 _6
Assessor Number List
APN: TRA:
770 - 200 -009 -5 020 -021
770 - 200 -010 -5 .020 -021
770 - 260 -028 -8 020 -020
776 - 150 -001 -5
020 -190
776 - 150 -003 -7
020 -190
776- 150 -004 -8
020 -190
777- 050 -003 -5 020 -022
777- 050 -005 -7 020 -021
777- 050 -006 -8 020 -021
777- 050 -007 -9 020 -021
777- 050 -008 -0 020 -021
777- 050 -016 -7
020 -021
777- 050 -017 -5
020 -021
777- 060 -004 -7
020 -020
777- 060 -005 -8
020 -015
777- 060 -006 -9
020 -021
777- 060 - 007 -0
020 -021
777- 060 -009 -2
020 -021
777- 060 -012 -4
020 -021
777- 060 -013 -5
020 -021
BEGINNING OF A 63.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE
NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE
OF 37 034'59" A DISTANCE OF 41.32 FEET; THENCE NORTH 22 °16'59" EAST 85.32
FEET TO THE BEGINNING OF A 220.00 FEET RADIUS CURVE CONCAVE
NORTHWESTERLY; THENCE NORTHEASTERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 18 049'53" A DISTANCE OF 72.31
FEET TO A POINT OF REVERSE CURVATURE WITH A 46.00 FEET RADIUS
CURVE CONCAVE SOUTHEASTERLY; THENCE NORTH EASTERLY ALONG THE
ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 84039'14" A DISTANCE
OF 67.96 FEET; THENCE NORTH 88 °06'20" EAST 44.44 FEET TO THE BEGINNING
OF A 72.00 FEET RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 64 022'26" A DISTANCE OF 80.89 FEET TO A POINT OF COMPOUND
CURVATURE WITH A 100.00 FEET RADIUS CURVE CONCAVE WESTERLY;
THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 67 016'50" A DISTANCE OF 117.43 FEET; THENCE NORTH
56 038'44" WEST 26.25 FEET; THENCE NORTH 89 010'29" EAST 523.96 FEET TO
THE TRUE POINT OF BEGINNING.
REFERENCE IS MADE TO EXHIBIT "A" ATTACHED HERETO AND MADE
A PART HEREOF.
CONTAINING: 517,687 SQ.FT. 11.88 ACRES
No. 4"S
�'
JOHN F. YO G , PL 4665 D TE
_ I 2007-0076266
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LOT 5 TTM 33367
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REVISED TENTATIVE JOB NO 15-0068
CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 "` 1" =400'
PLANNING -BwIL ENGINEERING LAND SURVEYING- GEOTEDRN�D AL LOT 5 BY
1441 MONTIEL ROAD, SUITE 115 ESCON DIED CA 74826, PH (760) 746 -4956 012/05/06 DRAWN DTG
\� D= 273021"
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` R= 56700'
L 07 3 L= 27220'
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1 L= 26726'
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Exp. 9 -30 -08
�1Nni ; �JN -- 7s 4665 Ja TE F �R cnwFo
REVISED TENTATIVE JOB NO 15-0068
CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 "` 1" =400'
PLANNING -BwIL ENGINEERING LAND SURVEYING- GEOTEDRN�D AL LOT 5 BY
1441 MONTIEL ROAD, SUITE 115 ESCON DIED CA 74826, PH (760) 746 -4956 012/05/06 DRAWN DTG
SHEET 2 OF 2
EXHIBIT V
LOT 5
IIIIII IIIIIII VIII IIII IIIIII VIII VIII III IIII VIII IIII 003 e0 f 5
ez e 7
REVISED TENTATIVE °- )s -ooss
CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367
=aoo'
PLANNING CIVIL ENGINEERING LAND SURVEYING GEOTECHNICAL
1441 MOATIEL ROAD SUITE 115 ESCONDIDO CA 92026, PH ITCH) 1464955 LOT 5 ' 05 Q6 URA )TZ
DATA TABLE
No.
DELTA 13EA RING
RADIUS
LENGTH
[]
500'07'12"E
-
123.24'
0
p= 323448"
18300'
104.06'
Fil
p =36 °54'12°
267. 00'
171.97"
4
p= 08'17 "50"
33300"
4822'
7
p= 4106'44"
32.00'
2296'
6
p= 72232'06"
6300"
134.73'
A - 43 °4.5 49"
32 00'
24.44'
8
A =28'40'22C"
633 00'
316 78'
9
L - 0920'38°
63300'
10323'
0
p= 165836'"
49700"
14726'
1
p -4276'50"
267 00'
198.58'
12
p =10736 27"
29.50'
55 40'
13
p =01 °11'10"
614.85'
12.73'
4
S21 °42'36 "W
-
75.54'
15
A -00 °46'06°
539.31'
723'
16
p = 60'1757'
22 00'
2315'
17
p =24 °34'17`
9300
39.88'
18
p = 5157'48'"
37.00'
33 56'
19
S0634'32 E
-
240.83
7351'15'
1312.00'
31724"
Mp=
S07 °16'43 "W
-
281.12'
23
N90'00'00 "W
-
248.02"
24
p= 105 °1729°
6200'
11394'
25
568 °05'01 °W
-
58.78'
1261
p =53 °4338'"
290.00"
271.94'
27
p= 88 °02 "34'"
130.00'
199.76'
28
p =45 09'13"
128.00'
100.87'
29
N15 °18'00 "W
-
7753'
30
p =3734'59"
6300'
41.32'
311
N22'1659'E
-
85 32'
32
p =18 °49'53°
220.00'
72.31'
33
p= 8439'14"
46.00'
6796'
34
N88 °0620'E
-
44.44'
35
p= 6422'26"
72.00'
80.89'
36
p =67 °76'50"
100.00'
34.40'
38
N56 3844 "W
-
26.25'
IIIIII IIIIIII VIII IIII IIIIII VIII VIII III IIII VIII IIII 003 e0 f 5
ez e 7
REVISED TENTATIVE °- )s -ooss
CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367
=aoo'
PLANNING CIVIL ENGINEERING LAND SURVEYING GEOTECHNICAL
1441 MOATIEL ROAD SUITE 115 ESCONDIDO CA 92026, PH ITCH) 1464955 LOT 5 ' 05 Q6 URA )TZ
EXHIBIT L°A"
LOT 7
THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST
QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN
BERNARDINO MERIDIAN, MORE ACCURATELY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 8; THENCE
SOUTH 89052'13" WEST, ALONG THE SOUTHERLY LINE OF SAID SECTION 8,
SAID LINE ALSO BEING THE CENTERLINE OF AVENUE 54, A DISTANCE OF
1542.28 FEET; THENCE NORTH 0 °02'04" EAST 30.00 FEET TO THE TRUE
POINT OF BEGINNING; THENCE SOUTH 89'52't3" WEST ALONG A LINE
PARALLEL TO AND 30.00 FEET NORTHERLY MEASURED AT RIGHT ANGLES
TO SAID CENTERLINE OF AVENUE 54 AND SAID SOUTHERLY LINE OF
SECTION 8 A DISTANCE OF 430.28 FEET; THENCE NORTH 0 °02'58" WEST
112.77 FEET; THENCE NORTH 36 °52'45" EAST 375.22 FEET; THENCE NORTH
89 059'08" EAST 202.36 FEET; THENCE SOUTH 0 °09'02" EAST 136.29 FEET;
THENCE SOUTH 89 057'56" EAST 2.64 FEET; THENCE SOUTH 0 °02'04" WEST
275.69 FEET TO THE TRUE POINT OF BEGINNING.
REFERENCE IS MADE TO EXHIBIT "A" ATTACHED HERETO AND MADE
A PART HEREOF.
CONTAINING: 143,364 SQ. FT. 3.29 ACRES
c
JOHN F. YO G , P 665
/2 / O'6�
D E
2007- 0076268
IIIIIIIIIIIIIIVIIIIIIItill VIIIVIIIIIIIIIIIIII 11 02/01132 0£ 5700R
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RIVERSIDE COUNTY CALIFORNM
EXHIBIT 'B'
LOT 7 TPM 33367
S 895756"
264'
3 �
LOT 7
o N J
I N 00'02' 04" E
TAO.B.- /-30.00'
AVENUE 54
SECTION LINE &
j AVF. 54
12-1110-6
JOHN F. YOUNG
Exp. 9 -30 -08
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-
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-
-
-
-
4--_ 8 9
-S 89' 52'13° W
1542.28'
SCALE :1 ' =100'
AMENDED TENTATIVE -- 15 -OM
CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 t' =too'
PLANNING -CIVIL ENGINEERING -LAND SURVEYING GED7ECHNICAL FOR LOT 7
1441 MONTIEt ROAD SUITE 115 ESCONDIDO CA 92026 PH (760) 7464955 Inluu r .IPR
EXHIBIT "A"
LOT 11
THAT PORTION OF THE EAST HALF SECTION 8, TOWNSHIP 6 SOUTH, RANGE
7 EAST, SAN BERNARDINO MERIDIAN, MORE ACCURATELY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 8; THENCE
NORTH 0 003'49" WEST, ALONG THE EASTERLY LINE OF SAID SECTION 8 A
DISTANCE OF 3812.28 FEET TO AN INTERSECTION WITH THE SOUTHERLY
RIGHT -OF -WAY LINE OF THE ALL AMERICAN CANAL ALSO KNOWN AS THE
COACHELLA CANAL; THENCE SOUTH 89 °5248" WEST ALONG SAID
SOUTHERLY RIGHT -OF -WAY A DISTANCE OF 1922.75 FEET; THENCE
DEPARTING SAID RIGHT -OF -WAY SOUTH 0 007'12" EAST 123.24 FEET TO THE
BEGINNING OF A 117.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE
SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE
OF 32 034'48" A DISTANCE OF 66.53 FEET TO A POINT OF REVERSE
CURVATURE WITH A 333.00 FEET RADIUS CURVE CONCAVE SOUTH
WESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 28 027'17" A DISTANCE OF 165.38 FEET TO A
POINT OF INTERSECTION WITH A NON - TANGENT 150.00 FEET RADIUS CURVE
HAVING A RADIAL LINE TO WHICH BEARS SOUTH 0 003'38" EAST, SAID POINT
BEING THE TRUE POINT OF BEGINNING; THENCE EASTERLY ALONG THE
ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 47 019'48" A DISTANCE
OF 123.91 FEET TO A POINT OF REVERSE CURVATURE WITH A 899.20 FEET
RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTH EASTERLY
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 20 039'06"
A DISTANCE OF 324.11 FEET TO A POINT OF COMPOUND CURVATURE WITH A
450.00 FEET RADIUS CURVE CONCAVE NORTHERLY; THENCE EASTERLY
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 41 017'02"
A DISTANCE OF 317.27 FEET; THENCE NORTH 75 °20'02" EAST 130.18 FEET TO
THE BEGINNING OF A 200.00 FEET RADIUS CURVE CONCAVE SOUTHERLY;
THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 50 029'26" A DISTANCE OF 176.25 FEET; THENCE SOUTH 54 °10'32"
EAST 36.66 FEET TO THE BEGINNING OF A 75.00 FEET RADIUS CURVE
CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 71 028'15" A DISTANCE 93.56 FEET;
THENCE SOUTH 17 017'43" WEST 74.78 FEET TO THE BEGINNING OF A 90.00
FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 65 055'38" A
DISTANCE OF 103.56 FEET; THENCE SOUTH 48 °37'55 EAST 196.68 FEET TO THE
BEGINNING OF A 125.00 FEET RADIUS CURVE CONCAVE WESATERLY;
THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 73 004'09" A DISTANCE OF 159.41 FEET; THENCE SOUTH
24026'14" WEST 59.02 FEET TO THE BEGINNING OF A 175.00 FEET RADIUS
CURVE CONCAVE NORTHWESTERLY; THENCE SOUTHWESTERLY ALONG
IIIIIIIIIIIIIIVIIIIIIIVIII VIIIIIII IIIIIIIIIIIIIIII 02200300 £057
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 65 °24'55: A
DISTANCE OF 189.12 FEET; THENCE SOUTH 89 °51'09" WEST 116.33 FEET TO
THE BEGINNING OF A 140.00 FEET RADIUS CURVE CONCAVE
NORTHEASTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 94 018'57" A DISTANCE OF 230.46
FEET; THENCE NORTH 4 °10'06 EAST 111.79 FEET TO THE BEGINNING OF A
115.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE ALONG
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 81 018'13" A
DISTANCE OF 149.84 FEET; THENCE NORTH 77 °08'07" WEST 16.05 FEET TO A
POINT OF INTERSECTION WITH A 333.00 FEET RADIUS CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIAL LINE TO WHICH BEARS SOUTH
68 °39'29" WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 41 027'06" A DISTANCE OF 240.91 FEET TO A
POINT OF COMPOUND CURVATURE WITH A 563.00 FEET RADIUS CURVE
CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 16 058'36" A DISTANCE OF
166.82 FEET TO A POINT OF REVERSE CURVATURE WITH A 567.00 FEET
RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE NORTHWESTERLY
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 37 017'37"
A DISTANCE OF 369.06 FEET TO A POINT OF COMPOUND CURVATURE WITH A
32.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 50 025'57" A DISTANCE OF 28.17 FEET TO A POINT OF REVERSE
CURVATURE WITH A 63.00 FEET RADIUS CURVE CONCAVE
SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 63 051'20" A DISTANCE OF 70.21
FEET TO A POINT OF REVERSE CURVATURE WITH A 32.00 FEET RADIUS
CURVE CONCAVE NORTHEASTERLY; THENCE NORTHWESTERLY ALONG THE
ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 54 046'50" A DISTANCE
OF 30.60 FEET TO A POINT OF REVERSE CURVATURE WITH A 267.00 FEET
RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE
ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 5 019'20" A DISTANCE
OF 24.80 FEET TO A POINT OF COMPOUNF CURVATURE WITH A 333.00 FEET
RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE
ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 8 026'55" A DISTANCE
OF 49.10 FEET TO THE TRUE POINT OF BEGINNING.
REFERENCE IS MADE TO EXHIBIT "A" ATTACHED HERETO AND MADE
A PART HEREOF.
CONTAINING: 375,971 SQ.FT.
JOHN F. Y G, P 665
8.631 ACRES
2007 - 0076268
02/01 /200708
35 of 57 7
EXHIBIT 'B'
LOT 11
DATA
TABLE
No
DEL TAIBEARING
RADIUS
LENGTH
11
1
S005712'E
-
123.24
21
1
A= 323448"
117.00'
66.53'
3
I
L=28*27'17m
333.00'
165.38'
41
1
p= 477948"
150.00'
123.91'
51
1
D =2039 06
899.20'
324.11
61
1
A= 417702
450.00
324.24'
7
I
N7520'02 E
-
130.18
= 502926
200.00
176.25'
9
S5470'32 E
-
36.66
to
I D= 712815
75.00
93.56'
Ti
I 5177743 "W
-
7478
12
L= 655538
90.00
103.56
13
S4837'55 "E
-
196.68
14
L = 73'04'09'
125.00
159.41'
1
S2426'140W
-
59.02
16
0 = 652455"
175.00'
199.80'
1
S6951'09'W
-
116.33
18
0 = 947857"
140.00'
230.46'
19
N047O'06 E
-
1 111.79
A = 8178'13'
115.00
163.19'
1
N77V8'07'W
-
16.05
2
,L = 412706"
333.00'
240.91'
p = 1658'36"
563.00'
166.82'
4
p= 3777;37"
567.00'
369.06'
p = 502557'
32.00'
28.17'
2
A = 635120"
63.00'
70.21'
0 =54 W'50'
32.00'
30.60'
L =0579'20
1 267.00'
24.80'
L = 082855"
333.00'
49.10'
IIIIII IIIIIII VIII IIII IIIIII VIII VIII III VIII IIII IIII 92/0 B
37 09 of 5700R
CONSTRUCTION TESTING & ENGINEERING, INC. I PARCEL MAP 33367
PLANNING -CIVIL ENGINEERING LAND SURVEYING - GEOIFf.HNIC AL LET
1441 MGNTIEL SUAG, SUITE 115 ESCGNCIGG CA 94026 PH 1761 ]48 -0955
SHEET 2 OF 2
I""° 1' =100'
EXHIBIT "A"
LOT 17
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN
BER'NARDINO MERIDIAN, MORE ACCURATELY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 8; THENCE
SOUTH 89 °51'03" WEST ALONG THE NORTHERLY LINE OF SAID SECTION 8 A
DISTANCE OF 1467.15 FEET; THENCE SOUTH 2 °17'09" EAST 135.45 FEET TO A
POINT OF CUSP ON THE ARC OF A 2140.00 RADIUS CURVE CONCAVE
NORTHERLY HAVING A RADIAL LINE TO WHICH BEARS NORTH 3 037'22"
EAST, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING; THENCE
CONTINUING SOUTH 2 017'09" EAST 1186.76 FEET TO THE NORTHERLY
RIGHT OF WAY OF THE ALL AMERICAN CANAL ALSO KNOWN AS
COACHELLA CANAL; THENCE SOUTH 89 °52'48" WEST ALONG SAID
NORTHERLY RIGHT OF WAY 470.22 FEET; THENCE NORTH 1'32'13" WEST
1266.54 FEET TO A POINT ON THE ARC OF SAID 2140.00 FEET RADIUS CURVE;
THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 12 026'21" A DISTANCE OF 464.60 FEET TO THE TRUE
POINT OF BEGINNING.
REFERENCE IS MADE TO EXHIBIT "A" ATTACHED HERETO AND MADE
A PART HEREOF.
CONTAINING: 562,787 SQ. FT. 12.92 ACRES
No. 4885
1-7-11106
DATE'
1111111111111 VIII IIII 111111 VIII VIII III VIII IIII IIII 200 38 0f6 57
02/01!2007 08 00R
a
a
a
0
J
LOT 2 rac I
48,94 ACHES
l_Jr 23
3.82 ACRES
1
0.
I
I
I
I
I
1
F
\SCALE:
1' =300'
RIVERSIDE COUNTY CALIFORNIA SHEET / OF 2
EXHIBIT "B"
LOT 11 TPM 33367
COACHELM CANAL �A
8952 "47w 275" 192
T
0
I
I
0
LDTI 12
28,8 ACRES
T 10
LOT 3 LOT 11
19,55 ACRES I I 8 "Y ACM58
( /9
- - - - -- I - - - -
4665
1-41ir
L J
LJr J
v JOHN F. YOUNG
Exp. 9 -30 -08
/Z 15-A06 *� No. 4665 /
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21
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8 9
17 16
SECI-I N COR
REVISED TENTATIVE 15 -006e
CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367
PLANNING CIVIL ENGINEERING -LAND SURVEYING - GEOTECHNI.
1441 NONTIEL ROAD, SUITE 115 ESCONDIDO CA 92026, PH IMI 746.4955 LOT L I Gj j /2Q /Q6 4wArR+ JPR
CL CL
0
h
v
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a
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0
EXHIBIT 'B'
LOT 17 TPM 33367
.52 - -
0
�J� w
SECTION LINE r
G S 8951'03 "W
R 7> 40 —464. 1487.15'
D 1p 78'21 .80'
r �—
J r P JV1 JJJJ
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— `COACHELLA CANAL
l Jr 11
470.
uW
El
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00
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JOHN F. YOUNG
Exp. 9 -30 -08
No, 4665
SCALE: 1 " =200
0
W mn
N N
fD 0 0 '
m00
0 "
tim
m
�s
REVISED TENTATIVE "°" 15 -0068
W CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 1° =200'
PLANNING -CIVIL ENGINEERING LAND SURVEYING - GEOTECH NICAL FOR LOT 17 oAIE
1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA 92026, PH )7 fig) 7464955 10 30 O6 DTG
EXHIBIT "A"
LOT 19
THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF SECTION 6, THE SOUTHWEST QUARTER OF THE SOUTHWEST
QUARTER OF SECTION 5 AND THE NORTH WEST QUARTER OF THE NORTH
WEST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN
BERNARDINO MERIDIAN, MORE ACCURATELY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 8, THENCE
NORTH 89 052'23" EAST ALONG THE NORTHERLY LINE OF SAID SECTION 8 A
DISTANCE OF 433.99 FEET TO THE TRUE POINT OF BEGINNING; THENCE
NORTH 41 05754" WEST 674.79 FEET; THENCE NORTH 88 °27'35" WEST 244.20
FEET; THENCE NORTH 7 °47'15" WEST 289.62 FEET; THENCE NORTH 83 °26'27
EAST 398.98 FEET; THENCE SOUTH 29 °58'01" EAST 952.82 FEET; THENCE
SOUTH 52 039'03" EAST 485.41 FEET; THENCE SOUTH 57 °16'16" EAST 463.15
FEET; THENCE SOUTH 30 °58'20" WEST 183.52 FEET TO THE BEGINNING OF A
NON - TANGENT 60.00 FEET RADIUS CURVE CONCAVE SOUTHERLY HAVING
A RADIAL LINE TO WHICH BEARS NORTH 10 °57'45" WEST; THENCE
WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE
OF 32 047'26" A DISTANCE OF 34.34 FEET TO A POINT OF COMPOUND
CURVATURE WITH A 118.00 FEET RADIUS CURVE HAVING A RADIAL TO
WHICH BEARS SOUTH 21 °49'41" WEST; THENCE WESTERLY ALONG THE
ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 51 027'56" A
DISTANCE OF 105.99 FEET; THENCE SOUTH 40 °20'08" WEST 78.20 FEET TO
THE BEGINNING OF AN 86.00 FEET RADIUS CURVE CONCAVE NORTHERLY;
THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 30032'16" A DISTANCE OF 45.84 FEET; THENCE SOUTH
28 000'41" EAST 18.67 FEET; THENCE SOUTH 6I °59'19" WEST 26.20 FEET TO
THE BEGINNING OF A 240.00 FEET RADIUS CURVE CONCAVE
NORTHEASTERLY; THENCE NORTH WESTERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 57 000'22" A DISTANCE OF 238.79
FEET TO A POINT ON A 227.84 FEET RADIUS CURVE CONCAVE
NORTHEASTERLY HAVING A RADIAL TO WHICH BEARS NORTH 20 004'07"
EAST; THENCE NORTH WESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 36031'16" A DISTANCE OF 145.23 FEET;
THENCE NORTH 33 024'37" WEST 99.07 FEET; THENCE NORTH 66 °23'28" EAST
120.28 FEET; THENCE NORTH 23 °38'13" WEST 532.29 FEET; THENCE NORTH
41057'54" WEST 149.34 FEET TO THE TRUE POINT OF BEGINNING.
REFERENCE IS MADE TO EXHIBIT "A" ATTACHED HERETO AND MADE
A PART HEREOF.
CONTAINING: 600,614 SQ. FT. 13.79 ACRES
to 913011
OHN F. YOUp qG, PLY 665 DATt
IIIIIIIII IIIIIIII VIII VIIIVIIIIII III IIIIIII eae0b460£a57
I
7
I
I
II
I
I
I
I
I
II
I
I
I
I
I
II
EXHIBIT
LOT 19
I \ I
� I �
,o
,P
airs ROWD
L07A \\
Lo7 A
f
'JOHN F. YOU96 IXS 4665 DATE
CONSTRUCTION TESTING & ENGINEERING, INC.
PLANNING -CIVIL ENGINEERING -LAND SURVEYING - GEOTECHNICAL
1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA 92026, PH:p80� 745.4955
LOT 10 %
,1711 -
2' y9-W
F. YOUNG
Exp. 9 -30-08
Ift 4W
PARCEL MAP 33367
FOR LOT 19
m
�
�0'
l�M1O
@
^Np
N 0
0
e
e
e
e
e
e
e
e
e
SCALE. 1 " =300'
P°" 19=3W I
EXHIBIT "A"
LOT 20
THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 6
SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, MORE ACCURATELY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 8, THENCE
NORTH 89 052'23" EAST ALONG THE NORTHERLY LINE OF SAID SECTION 8 A
DISTANCE OF 1321.32 FEET TO THE NORTHEAST CORNER OF THE
NORTHWEST QUARTER OF THE NORTHWEST QUARTER FEET OF SAID
SECTION 8; THENCE SOUTH 0 °00'57" WEST ALONG THE EASTERLY LINE OF
SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER 896.07 FEET;
THENCE NORTH 84 057'26" EAST 115.10 FEET; THENCE SOUTH 80 °55'40" EAST
31.00 FEET TO A POINT ON THE ARC OF A NON - TANGENT 950.00 FEET
RADIUS CURVE CONCAVE WESTERLY HAVING A RADIAL LINE TO WHICH
BEARS NORTH 80 057' l 1" WEST, SAID POINT ALSO BEING THE TRUE POINT
OF BEGINNING; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 3 040'19" A DISTANCE OF 60.88 FEET;
THENCE SOUTH 30 001'54" EAST 271.72 FEET; THENCE SOUTH 43'18'12" EAST
180.71 FEET TO THE BEGINNING OF A NON - TANGENT 60.00 FEET RADIUS
CURVE CONCAVE SOUTHWESTERLY HAVING A RADIAL LINE TO WHICH
BEARS SOUTH 46 033'01" WEST; THENCE SOUTHERLY ALONG THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 44 008'05" A DISTANCE OF
46.22 FEET; THENCE SOUTH 0 °41'06" WEST 95.11 FEET; THENCE NORTH
79 039'49" WEST 503.52 FEET; THENCE NORTH 24 °13'40" EAST 50.28 FEET;
THENCE NORTH 24 011'42" EAST 78.02 FEET; THENCE SOUTH 69 °51'12 EAST
40.59 FEET; THENCE NORTH 20 °03'17" EAST 15.59 FEET; THENCE NORTH
48 018'02" EAST 13.21 FEET TO THE BEGINNING OF NON - TANGENT 57.00 FEET
RADIUS CURVE CONCAVE NORTHERLY HAVING A RADIAL LINE TO WHICH
BEARS NORTH 37037'19" EAST; THENCE EASTERLY ALONG THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 50 056'06" A DISTANCE OF
50.67 FEET; THENCE NORTH 70 °05'07" EAST 5.56 FEET; THENCE NORTH
59 028'05" FAST 5.26 FEET; THENCE NORTH 57 °17'10" EAST 6.01 FEET;
THENCE NORTH 63 023'36" EAST 6.23 FEET; THENCE NORTH 61 °45'27" EAST
4.67 FEET; THENCE NORTH 48 °16'59" EAST 4.08 FEET TO THE BEGINNING OF
A NON - TANGENT 57.00 FEET RADIUS CURVE CONCAVE NORTHWESTERLY
HAVING A RADIAL LINE FROM WHICH BEARS NORTH 45 030'55" WEST;
THENCE NORTH EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 66 018'23" A DISTANCE OF 65.96 FEET; THENCE NORTH
8 017'25" WEST 35.32 FEET; THENCE NORTH 10 °36'56" EAST 57.87 FEET;
THENCE NORTH 10 058'24" EAST 69.75 FEET TO THE TRUE POINT OF
BEGINNING.
i IIIIII IIIIIII VIII IIII IIIIII VIII VIII III IIIIII III IIII G2?09
4? 0of 57
REFERENCE IS MADE TO EXHIBIT "B" ATTACHED HERETO AND MADE A
PART HEREOF.
CONTAINING: 105,642 SQ. FT
2.43 ACRES
No. 405 ) *
�l/ • / • �' 16mj HUMAN
/Z///d 6 I
DA E
e00 a0f05e.,4 IIII II1111 III II 111 III11111 111111II III 7 GOA
6
711
WIDE COUNTY CA
EXHIBIT 'B'
LOTS 20 & zz
LJ7 A
JOHN F. YOUNG
Exp. 9 -30 -08
No. 4665
JOHN F. YOUNG LS 4665 DATE
SHEET 1 OF 7
11-1001
m
�0M1
(L 0 4
00
00da
o
w
mm
N1
0
REVISED TENTATIVE 15 —oo68
CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 1 " =100'
PLANNING 14 NCXTIfL IX6IA0ESUITEE115 ESCCXCN60 CA 92X2XGPX (7X0) 746-4 55 FOR LOTS 20 � 2I 10/27/06 JPR_
4
0
a
D:
EXHIBIT "B" SHLL1 r Ur 1
LOT B
6 L5 �% N89 5223'E _ y _ _ SECIlON
1321.32o \� �ss LINE 7 8 Ac
c6 L= 9000'00" 56,x• �O
Ch R= 34.50' A sty
\ I L= 54.19'
L
¢6jip, �F o
,L-80-15'14" 00 '00'" \
= 80'15'14" A= 90
p, ^�
R= 34.50" R= 34.50'
i L= 48.32" L= 54.19'
S77'00'38'E
22.71'
N30 58'20'E ( m
w
32.67'
L07' J N77'00'38 °W 0= 61'1851" Nm
32.80' R= 84.50' m
L= 90.43" r /
A= 70'31 "44 " J J
R= 34.50'
L= 42.47' 53432'35'E
57.46'
5�
0 =32 05'49"
R= 115.50 N3432'35 "W A= 36'17'49°
L= 64.70' I 5746' R= 115.50'
L= 73.17'
3 �= 36'1749°
n R= 84.50' —
°o IL= 5353'
L= 07'17'32" I 0= 07'1735°
R= 919.00" R= 950.00' C
IL= 116.96' L= 120.92'
T. P. 0. B. _
� SCALE:
1 " =100'
N80 55'40 °W
31.00'
N84',57'26 "E
115.10
F. YOUNG
Exp. 9 -30 -08
No. 4665
REVISED TENTATIVE W°' 15 -0068
CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 33367
PLANNING -CIVIL ENGINEERING -LAND SURVEYING- GEGTECN NI CAL LOT 1T] lu
1441 NONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026. PH (700) 7464955 ,j 1/7�Q6 owAwN JPR
LOT B.tXt
------------------------------------------ ------ ------ ---- ---- --- -- - - - --
Parcel name: LOT B
North:
14403.1852
East :
16805.9400
curve Length:
116.96
Radius:
919.00
Delta:
7 -17 -32
Tangent:
58.56
Chord:
116.89
Course:
N 05 -24 -00
E
course In:
N 80 -57 -14 w
course out:
5 88 -14 -46
E
RP North:
14547.6789
East
15898.3704
End North:
14519.5517
East
16816.9398
Curve Length:
53.53
Radius:
84.50
Delta:
36 -17 -49
Tangent:
27.70
Chord:
52.64
Course:
N 16 -23 -41
W
course In:
N 88 -14 -46 w
course Out:
N 55 -27 -25
E
RP North:
14522.1379
East :
16732.4794
End North:
14570.0515
East :
16802.0821
Line course: N 34 -32 -35 W
Length: 57.46
North:
14617.3814
East :
16769.5008
curve Length:
64.70
Radius:
115.50
Delta:
32 -05 -49
Tangent:
33.22
Chord:
63.86
Course:
N 18 -29 -41
w
Course In:
N 55 -27 -25 E
Course out:
5 87 -33 -14
w
RP North:
14682.8728
East :
16864.6382
End North:
14677.9433
East :
16749.2434
Curve Length:
42.47
Radius:
34.50
Delta:
70 -31 -44
Tangent:
24.40
Chord:
39.84
course:
N 37 -42 -38
w
Course In:
5 87 -33 -14 w
course out:
N 17 -01 -30
E
RP North:
14676.4708
East
16714.7749
End North:
14709.4589
East
16724.8761
Line course: N 77 -00 -38 W
Length: 32.80
North:
14716.8314
East
16692.9154
Line Course: N 30 -58 -20 E
Length: 32.67
North:
14744.8433
East
16709.7281
Line course:
s 77 -00 -38 E
Length: 22.71
North:
14739.7387
East
16731.8570
Curve Length:
48.32
Radius:
34.50
Delta:
80 -15 -14
Tangent:
29.08
Chord:
44.47
course:
N 66 -53 -53
E
Course In:
N 17 -01 -30 E
Course out:
5 63 -13 -44
E
RP North:
14772.7268
East :
16741.9582
End North:
14757.1871
East :
16772.7603
Line Course:
N 26 -46 -16 E
Length: 171.30
North:
1491.0.1259
East :
16849.9185
Curve Length:
54.1.9
Radius:
34.50
Delta:
90 -00 -00
Tangent:
34.50
Chord:
48.79
Course:
N 18 -13 -44
W
course In:
N 63 -13 -44 W
Course out:
N 26 -46 -16
E
RP North:
14925.6657
East :
16819.1164
End North:
14956.4677
East :
16834.6562
Line course:
5 63 -13 -44 E
Length: 100.00
North:
14911.4250
East :
16923.9375
Curve Length:
54.19
Radius:
34.50
Delta:
90 -00 -00
Tangent:
34.50
Chord:
48.79
Course:
s 71 -46 -16
W
course In:
5 26 -46 -16 W
Course out:
N 63 -13 -44
w
RP North:
14880.6229
East :
16908.3977
End North:
14896.1627
East :
16877.5957
Line course:
5 26 -46 -16 w
Length: 196.27
North:
14720.9303
East :
16789.1903
Page
1
2007 0076268
1111 111E11111111111111111111111111111 56 of 570R
Curve Length:
Delta:
chord:
Course In:
RP North:
End North:
Line course:
North:
Curve Length:
Delta:
chord:
Course In:
RP North:
End North:
Curve Length:
Delta:
chord:
Course In:
RP North:
End North:
Curve Length:
Delta:
Chord:
Course In:
RP North:
End North:
Line Course:
North:
90.43
61 -18 -51
86.17
S 63 -13 -44 E
14682.8691
14634.9555
S 34 -32 -35 E
14587.6257
73.17
36 -17 -49
71.95
S 55 -27 -25 W
14522.1343
14518.5992
60.04
3 -37 -16
60.03
N 88 -14 -46 W
14547.6753
14458.6850
60.88
3 -40 -19
60.87
N 84 -37 -30 W
14547.6753
14398.2938
N 80 -55 -40 W
14403.1818
Perimeter: 1420.57
Mapcheck Closure - (uses
Error Closure: 0.0061
Error North: - 0.00334
Precision 1: 232,877.05
LOT B
Radius:
Tangent:
Course:
Course out:
East
East
Length: 57.46
East
Radius:
Tangent:
Course:
Course out:
East :
East :
Radius:
Tangent:
Course:
Course out:
East
East
Radius:
Tangent:
Course:
Course out:
East
East
Length: 31.00
East
txt
84.50
50.09
S 03 -53 -10 E
S 55 -27 -25 W
16864.6330
16795.0303
16827.6116
115.50
37.86
S 16 -23 -41 E
S 88 -14 -46 E
16732.4742
16847.9201
950.00
30.03
S 03 -33 -52 W
S 84 -37 -30 E
15898.3652
16844.1880
950.00
30.45
S 07 -12 -40 W
s 80 -57 -11 E
15898.3652
16836.5470
16805.9348
Area: 20,424 sq. ft. 0.47 acres
listed courses, radii, and deltas)
Course: S 57 -02 -51 W
East : - 0.00515
Page 2
I IIIIII VIII IIII IIII VIII IIII IIII
111111111111 III 02 0005 0of 57