rs158_087-088IN THE CITY OF BANNING AND IN THE UNINCORPORATED TERRIT/DRY OF THE COUNTY OF R/VERS/DE, STATE OF CALIFORNIA
SEARCEHD FOR POST &
RECORD
OF
SURVEY
CITY LIMITS
PITS MOUND FOR 1/4
60.00'
CORNER AS SHOWN ON R5.
N 'F'
w
`t w
COR. PER R1. NOT FD. SURVEY OF PARCEL 1 AND A PORTION OF PARCEL 3, PARCEL MAP N0. 17180, PMB 105/5,3-55
COUNTY SURVEYOR'S STATEMENT AND A PORTION OF LOT 40 OF BANNING HEIGHTS, MB 9/37-51
THIS MAP HAS PROFESSIONAL LBEEN EXAMINED AND SURVEYORS' ACT THIS
6, ACCORDANCE DAYSECOF
8766 OF HE 2022 SECTION 19, TOWNSHIP 2 SOUTH, RANGE 1 EAST S.B.M.
LA Np s HILLWIG-GOODROW9 INC. MARCH 2021
<v J� !� �G
DAVID L. MCMILLAN, COUNTY SURVEYOR o p� 92
LS 8488 EXPIRES: 12-31-22 O
* No. 8488
EXP. 12-31-22
COUNTY SURVEYOR'S NOTE ��qTF OF CA1
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF THIS
RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE
WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION
66410) OF TITLE 7 OF THE GOVERNMENT CODE AND RIVERSIDE COUNTY ORDINANCE 460. THE
PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE
MAY NOT BE BUILDABLE PARCEL(S).
DAVID L MCMILLAN, COUNTY SURVEYOR
LS 8488 EXPIRES 12-31-22
I
/ � I
I /
i
I SEE DETAIL "B"
SHEET 2
k
i �Og51 k5L25
L2
/ L
\ L2122
/ L32
L20
I�1a
L16
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION
IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S
ACT, AT THE REQUEST OF KEVIN ARMITAGE IN MARCH OF 2021
ONPL LANA
> v i
ALAN C. HILLWIG, P.L.S. 5137 Z�'� 2� ` o
LICENSE EXPIRES 06/30/23 ;;0
* No. 5137
EXP. 6-30-23
u,qTF OF CA��F���\�4,-���
FLOWLINE SMITH CREEK L4 vry
ESTABLISHED BY COMPASS
RULE ADJUSTMENT L39 L40
\ J PORTION OF PARCEL 3
PM 105/53-55
\ �^
v #27
N• 2300815 05
ANGLE POINT IN DESCRIPTION
OF PARCEL "C" PER D1
L33
585.67' -�
\4 L5, 5 L56_i 57 L6, 3
56 E: 6358339.46
�- F 1" I.P. W MELTED
PLASTIC PLUG, FLUSH.
ACCEPTED AS WITNESS
POINT 67.38' EAST OF
L34 CORNER PER R5.
646.13'
�4 1 CSg L60 L61 BANNING CITY LIMITS
w
TRUE POINT OF
BEGINNING PER D1
\ WELL SITE, PARCEL "C" PER D1
L9
rn
rn
N
00
(QRS 8 �5
O
FD 1" I.P. W PLUG RCE RAF F
8591, DN 0.40'. NO REF. 65633,
ACCEPTED AS PROPERTY
CORNER, PARCEL 1, AS 'pSJ
SHOWN ON R'5.
L=44.73'(44.76' R5)
R=1045.98' (1045.98' R5)
A=2'27'01" (2'27'07")
#119
N: 2301936.12
E: 6359934.29
FD 1" I.P. W/ PLUG, LS
2-U qui°�
SHEET 1 OF 2
RECORDER'S STATEMENT
FI ED THIS _ DAY .
FD 1" I.P. W PLASTIC �Ir 202J AT �NysM.
PLUG, ILLEG., DN 0.30'. IN BO K l_ OF S�CO D OF
ACCEPTED AS P.I. DONEGAL SURVEY, AT PAGE 5�1'_' AT
WAY AS SHOWN ON R5. THE REQUEST OF THE COUNTY
SURVEYOR
J�
FEE: 31---- NO. (/"''"�'_'� �4p
\ \ PETER ALDANA, ASSESSOR -COUNTY
\ \ CLERK- RECORDER
BY. --Jn=--_-__----, DEPUTY
2851, DN 0.30'.
I,pIt".
ACCEPTED AS PROPERTY�`r�FD 1" I.P. OPEN, DN 0.40'. CORNER, PARCEL 1, AS\ \ r'�s� \ SEE DETAIL A��
ACCEPTED AS PROPERTY SHOWN ON R5.
CORNER, PARCEL 3, AS
SHOWN ON R5.
ESTABLISHED BY COMPASS
RULE ADJUSTMENT
/
3 /� L101
000
L102 103
SEARCHED FOR
WITNESS POINT PER
R5. NOT FOUND.
FD 1" I.P. W/ PLASTIC /
PLUG, FLUSH. ACCEPTED
AS PROPERTY CORNER,
PARCEL 3, AS SHOWN ON
R5.
3? s. �, \ S H E ET 2
-9, sso
ss0 \ o o
00. ma.
0
.o
FD 1" I.P. W PLUG LS
rN20"28�'39�"E
E 240.02' 2851, FLUSH. ACCEPTED
240.00' R5) AS PROPERTY CORNER, PARCEL 1
PARCEL 1, AS SHOWN PM 105/53-55 a
ON R5.
FD 1" I.P. W MELTED
PLASTIC PLUG, FLUSH.so
ACCEPTED AS PROPERLY '05'59'59"W
CORNER, PARCEL 2, AS 160.26'
SHOWN ON R5. h1 (N06'20'50"W R5)
Q` ��1 (160.00' R5) o-
00 rev 4j\6
00' & � O.
OR SET. POSITION
,r�i I ESTABLISHED AS A ,�^�
o PERPENDICULAR TIE TO THE o,
z SOUTHERLY LINE OF R5
FD 1" I.P. W PLUG LS
2851, FLUSH. DID NOT a�
ACCEPT S00'36'48"E ,5.
0.48' OF LINE
480.53'
1896.62' (N89'01'23"E 1896.29' R5)
N89'23'12"E 2482.29' (N88'59'E 2482.29' D1)
SOUTHERLY LINE OF PARCEL MAP
17180, MB 105/53-55
D 1" I.P. W MELTED
PLASTIC PLUG, FLUSH.
FD 1" I.P. OPEN UP 1.2'. Orb ACCEPTED AS PROPERTY
ACCEPTED AS PROPERTY CORNER, PARCEL 1, AS
CORNER PARCEL 1 AS SHOWN ON R5.
SHOWN ON R5.
769.96' (770.00' R5)
599.97' (600.00' R5) -'\(170'
STATEMENT OF PURPOSE:
55"E 23g 5285)
NO'1'53240 00
�Np7.2a 0' R5)
FD 1" I.P. 1" I.PW/MELTED
PLASTIC PLUG, DN 0.30'.
ACCEPTED AS PROPERTY
CORNER, AS SHOWN ON R5.
THIS RECORD OF SURVEY HAS BEEN PREPARED IN CONFORMANCE WITH
SECTION 8762(a) OF THE PROFESSIONAL LAND SURVEYOR'S ACT.
THE PROPERTY SHOWN ON THIS SURVEY INCLUDES A PORTION OF PARCEL
"A" (PARCEL 1 AND A PORTION OF PARCEL 3 OF PARCEL MAP NO. 17180,
PMB 105 PAGES 53, 54, AND 55, RECORDS OF RIVERSIDE COUNTY, AND
PARCELS B &C OF THE GRANT DEED RECORDED ON OCTOBER 8, 2014 AS
DOCUMENT NO. 2014-0383939, OFFICIAL RECORDS OF SAID COUNTY.
SURVEYOR'S NOTES
' L17 POSITION OF FLOWLINE OF STREAM ® It® • INDICATES MONUMENT FOUND AS NOTED
L15 AS DETERMINED BY A FIELD O INDICATES SET 1" I.P. W/ PLASTIC PLUG, PLS 5137, DN 1.0', UNLESS
T2S ISURVEY PERFORMED IN THE I'O� OTHERWISE NOTED.
EE DETAIL "BI PREPARATION OF THIS MAP
R1W RIE S
L13
2419 I SHEET 2 L12
2530 /
1980 J�J t 11
O 5 /L10
\FD 2" W BRASS CAP L9
R1 INDICATES RECORD DATA PER MAP OF BANNING HEIGHTS, MB 9/37-51
R2 INDICATES RECORD DATA PER RECORD OF SURVEY 61/90
R3 INDICATES RECORD DATA PER PARCEL MAP 20915, PMB 141/68-69
R4 INDICATES RECORD DATA, PER RECORD OF SURVEY 64/24
S.B.CO. SURV. ACCPETED / THREAD OF STREAMBED, SMITH CREEK
AS SW CORNER SECTION
19 PER CSFB 4012/150
L7
BEAUMONT ROAD
(LOT "D" PER R1
SEE DETAIL "B" FD 3/4" I.P. LS 2851
ON SHEET 2 FLUSH. NO REF.
-_j N01'32'29"E 0.35' OF
L LINE
1336.69' (1350.3 R1) L1 �
205.30 1320.52
(205.3' R1) EST. PER 597.86' 171.87'7
�- PERORID N88'27'31"W 2657.21' (N88'48'30"W R1)
40.27 CHAINS (41.81 CHAINS PER BLM PLAT)
FD 3/4- I.P. LS 2851
FLUSH. NO REF.
N01'32'29"E 0.24' OF
LINE
R5 INDICATES RECORD DATA, PER PARCEL MAP NO. 17180, PMB 105/53-55
D1 INDICATES RECORD DATA PER DEED RECORDED OCTOBER 18, 2014 AS
200 0 100 200 400 800 DOCUMENT # 2014-0383939
FD 5"X5" GRANITE STONE, FD 3/4" I.P. LS 2851
UP 0.4', WITH STONE
--\ FD 3/4" I.P. LS 2851 FLUSH. NO REF.
MOUND ON NORTH SIDE. FLUSH. NO REF. ON S01'58'26"E 0.04' OF
ACCEPTED AS 1/4 CORNER LINE. LINE
PER R1
1164.21'
751.78'
702.25'
218.61' 332.18' ::__L -2618.24'
'88'01'34"E 2708.56' (N87'39"E 2705.8' - CALCULATED DISTANCE PER R1)
FD 3/4" I.P. LS 2851
FLUSH. NO REF.
N01'32'29"E 0.15' OF
LINE
�N430-
760A. 2 23,3 28"E 429 .93
-
'78'
;v COFD 1" I.P. LS 2851 DN 1.0'.
CO
Of
BANNING
o
CITY LIMITS
ACCEPTED AS PROPERTY
60.00'
CORNER AS SHOWN ON R5.
N 'F'
w
`t w
0
u
o
oO
� w
:t :;t
;v COFD 1" I.P. LS 2851 DN 1.0'.
CO
FD 1" I.P. W/ PLASTIC
z
PLUG, ILLEG., DN 0.40'.
zo N
ACCEPTED AS PROPERTY
60.00'
CORNER AS SHOWN ON R5.
N 'F'
w
PMB 141/68-69
0
o
� w
1" I.P. RCE 23099, DN
w 41
J7• 'r• ON
7.
pCD
to
oos��s
FD 1 I.P. LS 3442
ACCEPTED PROP CORNER
RS 61/90
PER R2 & THE SW CORNER
OF LOT 35 OF R1.
;v COFD 1" I.P. LS 2851 DN 1.0'.
CO
z NO REF. ACCEPTED AS NW
Z CORNER LOT
C AS SHOWN
ON R3
60.00'
PM 20915
TT BY �o (60.00' R3)
PMB 141/68-69
PER R3
FD
1" I.P. RCE 23099, DN
ACCEPTED AS POINT
J7• 'r• ON
7.
PROPERTY LINE PER R3
oos��s
RS 61/90
��c.0 �0.
.0..
o.s.
� ' �5 #2019
J
J
N: 2300068.99
E: 6360818.56.
FD 1" I.P. LS 3442,
DN 1.50. ACCEPTED
AS PROPERTY CORNER
It N rn
N
PER R2 & THE SW
o
CORNER OF LOT 36
"'
O N
OF R1
Z N Z
SEARCHED NOT D.
EST. BY COMPASS
RULE PER R2.
/...
LA
0 2 LA
o.: 'w.
FD 1" I.P. LS 2851, DN
A
0.50'. AS SHOWN ON R2.r'0"
HELD FOR LINE. MON IS
w 3
✓ /
N20'40'32"W 0.17' OF
6 ' ,
(90.00 R2)
CORNER.
�A 90.32'
FD 1" I.P. LS 1433,
DN 1.0'. ACCEPTED AS
SE COR SECTION 19
PER R2
RIV CO 21-055
CORS STATIONS
STATE PLANE. NAD 83. CALIFORNIA ZONE 6. (GRID EPOCH 2017.50
P584 SGPS
N-2269135.97 N-2275962.41
E-6348737.66 E-6426445.30
CRFP
N-2322764.28
E-6304245.75
STATE PLANE, NAD 83, CALIFORNIA ZONE 6. (GROUND)
P600 SGPS
N-2269131.44 N-2275958.95
E-6348736.62 E-6426454.92
CRFP
N-2322767.42
E-6304238.02
GRID TO GROUND
GRID TO GROUND SCALED AROUND POINT #27
GRID TO GROUND 1.0001428990
GROUND TO GRID 0.999857121
CRFP BASIS OF BEARINGS:
(NOT TO SCALE)
ti
`�Q.
A0. N69023gyW
l
O�
IQ
P OCT
�Rp�No)
�SITE
1p
OG
y0
J
P584 N84'58'46"E 78,017GR' (GROUND)
ID
78,006.58' (GRID)
BASIS OF BEARINGS
CONVERGENCE ANGLE AT
POINT 27 IS -00'22'07"
POINT #27
N-2300815.05
E-6358339.46
EL -3464.21'
TIES TO PROJECT CONTROL
(NOT TO SCALE)
GROUND) SGPS
P584 N84'58'BASIS' OFBEARINGS
1� N21 -19'55"E 33,213.03' (GROUND)
SGPS N18'50'49"E 34,663.17' (GROUND)
3� N68 -40'07"W 71,412.94' (GROUND)
N69 -49'49"W 69,924.42 (GROUND)
LINE
BEARING DISTANCE
L1
S45'55'13"W 9.68'
6' �C-pa
L2
N27'11'35"E 62.45'
L84
S62'18'20"W 20.56'
L4
J
L5
S48*03'30"W 68.06'
n' N
L6
N36'08'23"E 75.38'
L7
N48 -33'29"E- 41.62'
L8
S00'02'35"W 64.16'
L9
N22'58'43"W 50.92'
78 L82 V
L10
NO3*12'40"E 46.82'
L11
N14'21'21"W 44.19'
L12
N15'15'47"E 54.03'
L13
N14'29'21"W 32.37'
,rj L79 CENTERLINE APRICOT
L14
CENTERLINE ARROYO
Q STREET (LOT "0"
co
STREET (LOT "H"
L16
PER R1)
-'
PER R1)
S27'1 0'53"W '
L18
V-- L95 L96
L19
S47'28'10"W '
DETAIL "B"
w ,
�9y L97
1 "=300'
L90
L22
N71'10'33"E
L23
<g�
L92
L24
N '
L25
N54'34'53"EL26
S42'55'11"W'L27
S68'06'12"W '
S67'42'W 126.99' D1
L28
1�
S34*34'E 93.52' D1
L29
S55'1 5'42"W 47.40'
v/
L30
N33'18'12"E 60.99'
^o
' CENTERLINE BEAUMONT
N08'40'23"W 47.29'
N09'05'W 47.29' D1
v
ROAD (LOT "D" PER R1)
L33
6p
N43'14'35"E 46.71' R5
L34
S08'43'03"E 50.64'
N09'05'25"E 50.64' R5
L35
Sl 5'04'55"W 82.71'
N14'42'30"E 82.71' R5
L68
S63'48'43"W 89.43'
N63'26'06"E 89.44' R5
L37
1
N26'33'54"E 134.16' R5)
L38
S0729'55"W 80.62'
N07'07'30"E 80.62' R5
L39
S53'30'23"W 50.00'
N53'07'48"E 50.00' R5
L40
S81'08'54"W 81.04'
N80'46'12"E 81.05' R5
L41
v
N6137'51"E 56.82' R5
L42
N29'25'45"E 102.95'
LINE
BEARING DISTANCE
L1
S45'55'13"W 9.68'
L2
N27'11'35"E 62.45'
L3
S62'18'20"W 20.56'
L4
S13'02'44"W 83.90'
L5
S48*03'30"W 68.06'
L6
N36'08'23"E 75.38'
L7
N48 -33'29"E- 41.62'
L8
S00'02'35"W 64.16'
L9
N22'58'43"W 50.92'
L10
NO3*12'40"E 46.82'
L11
N14'21'21"W 44.19'
L12
N15'15'47"E 54.03'
L13
N14'29'21"W 32.37'
L14
N34'01'1 VE 77.08'
L15
N07'32'01"W 21.34'
L16
N73'40'11"E 38.53 -
Ll'
L17
S27'1 0'53"W '
L18
S62'05'1 2"W '
L19
S47'28'10"W '
L20
S23'39'01 "W '
L21
N54'55'26"E '
L22
N71'10'33"E
L23
S3634'1 8"W '
L24
N12'39'04"E
L25
N54'34'53"EL26
S42'55'11"W'L27
S68'06'12"W '
S67'42'W 126.99' D1
L28
N34'09'48"W 93.52'
S34*34'E 93.52' D1
L29
S55'1 5'42"W 47.40'
N54'51'30"'E 47.40' D1
L30
N33'18'12"E 60.99'
N32 -54'E 60.99' D1
L31
N08'40'23"W 47.29'
N09'05'W 47.29' D1
L32
N09'24'15"E 22.26'
L33
S4337'07"W 46.71'
N43'14'35"E 46.71' R5
L34
S08'43'03"E 50.64'
N09'05'25"E 50.64' R5
L35
Sl 5'04'55"W 82.71'
N14'42'30"E 82.71' R5
L36
S63'48'43"W 89.43'
N63'26'06"E 89.44' R5
L37
S26'56'22"W 134.15'
N26'33'54"E 134.16' R5)
L38
S0729'55"W 80.62'
N07'07'30"E 80.62' R5
L39
S53'30'23"W 50.00'
N53'07'48"E 50.00' R5
L40
S81'08'54"W 81.04'
N80'46'12"E 81.05' R5
L41
S62'00'28"W 56.82'
N6137'51"E 56.82' R5
L42
N29'25'45"E 102.95'
N29'03'17"E 102.96' R5
L43
N5034'14"E 78.09'
(N50-1 1'40" 78.10' R5
L44
S76'20'31"W 164.91'
N75'57'50"E 164.92' R5
L45
S40'26'11"W 32.14'
L46
S61'46'24"W 125.48'
L47
S33'56'09"W 39.84'
L48
N55'58'47"E 56.71'
L49
S54'31'55"E 10.11'
L50
S05'49'55"E 39.21'
L51
S84'10'05"W 30.00'
L52
N05'49'55"W 52.79'
L53
S54'31'55"E 12.46'
L54
S55'58'47"W 35.80'
L55
S80'43'23"W 15.21'
L56
S79'56'11 "E 30.97'
L57
N75'46'21"E 15.13'
L58
N34*57'54"W 61.53'
L59
S74'51'52"E 20.82'
L60
S88'12'57"W 43.45'
L61
S54'00'33"W 11.81'
L62
N18'07'07"E 28.27'
L63
S67'40'25"W 40.82'
L64
N48 -28'36"E 77.54'
L65
N73'34'17"E 17.68'
L66
S25'27'05"W 100.00'
N25'09'E 100' R1
L67
N44'57'05"E 220.00'
N44'39'E 220' R1
L68
N79'27'05"E 186.00'
N79'09'E 186' R1
L69
S49'27'05"W 240.00'
N49'09'E 240' R1
L70
N26'27'05"E 230.00'
N26'09'E 230' R1
L71
S4927'05"W 270.00'
N49'09'E 270' R1
L72
N14'57'05"E 280.00'
N14'39'E 280' R1
L73
N22'52'55"W 300.00'
N23'1VW 300' R1
L74
N29'22'55"W 218.00'
N29'41'W 218' R1
L75
S09'30'05"W 250.85'
N09*12'E 250.85' R1
L76
S43'33'55"E 74.45'
N43'52'W 74.45' R1
L77
S19'50'05"W 163.00'
N19'32'E 163' R1
L78
S15'49'55"E 38.00'
N16'08'W 38' R1
L79
N66'38'55"W 94.00'
N66'57'W 94' R1
L80
S42'02'05"W 146.00'
(S41 *44'W 146' R1
L81
N52'33'05"E 65.00'
(S52'1 5'W 65' R1
L82
N89'46'55"W 62.00'
S89'55'W 62' R1
L83
S50'14'05"W 82.00'
S49'56'W 82 R1
L84
N67'45'05"E 74.00'
(S67'27'W 74' R1
L85
N07'55'05"E 80.00'
S07*37'W 80' R1
L86
S56'46'05"W 94.00'
S56'28'W 94' R1
L87
N17'28'55"W 145.00'
(Sl 7'47'E 145' R1
L88
S51'56'55"E 200.00'
(S52'1 5'E 200' R1
L89
N08'32'05"E 460.00'
S08*14'W 460' R1
L90
N16'26'55"W 65.00'
(Sl 6'45'E 65' R1
L91
S58'27'55"E 84.00'
S58 -46'E 84' R1
L92
S65'58'05"W 120.00'
N65'40'E 120' R1
L93
N58'58'05"E 125.00'
N58'40'E 125' R1
L94
S66'28'05"W 200.00'
N66'10'E 200' R1
L95
N8930'55"W 160.00'
S89'49'E 160' R1
L96
S54'31'55"E 43.00'
S54'50'E 43' R1
L97
S05'49'55"E 46.00'
S06'08'E 46' R1
L98
N19'39'50"E 105.94'
N19'17'24"E 105.95' R5
L99
N75'15'15"E 38.33'
N74'52'34"E 38.33' R5
L100
S76'48'57"E 90.23'
(S77'1 1'45"E 90.24' R5
L101
S85"48'23"E 30.07'
(S8 '11'09"E 30.07' R5
L102
N63'48'44"E 33.25'
N63'26'06"E 33.25' R5
L103
S60'07'03"E 273.94'
S60'29'54"E 273.95' R5
FD 1" I.P. W/ PLUG, RCE
8591, DN 1.0'. NO REF.
ACCEPTED AS PROPERTY
CORNER, PARCEL 1, AS
SHOWN ON R5.
FD 1" I.P. W PLUG, RCE
8591, DN 0.40'. NO REF. �Q-
ACCEPTED AS PROPERTY
CORNER, PARCEL 1, AS
SHOWN ON R5.
GP
Q�
FD 1" I.P. W/ PLUG. RCE
8591, DN 0.60'. NO REF.'
ACCEPTED AS PROPERTY
CORNER, PARCEL 1, AS
SHOWN ON R5.
1 9
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R ���•1p , °W 2�'1, RS���
N5�11 3 N862g'
FD 1" I.P. W/ PLUG, RCS
8591, DN 0.90'. NO REF.
ACCEPTED AS PROPERTY
S�3 CORNER, PARCEL 1, AS
%y�S�SR SHOWN ON R5.
7 , .3• 'pJ
F
F AS RSu'
WSJ
PARCEL 2
PARCEL MAP 17180
PMB 105/53-55
PER R5.
1�
NG
z z
00
-p: -;t
w Ln
N
J W
rn 0
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w
cD � rn rn
_ J
PARCEL1
PARCEL MAP 17180
PMB 105/53-55
FD 1" I.P. W/ PLUG, RCE
2851, DN 0.80'.
ACCEPTED AS P.I.
DONEGAL WAY &
PEGATHA LANE PER R5
FD 1" I.P. ILLEG, DN
0.30'. ACCEPTED AS
ANGLE PT DONEGAL
WAY PER R5 _]
DETAIL "A"
1"=60'
irl
O \ 2
02 ��
2
Qo\'O\
s
00 00 X90.
J J
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ZTj y
cSO,
"o
so.
J
SEARCHED, NOTHING
FOUND. EST BY RECORD
PER R5.
L=17.87' (17.87' R5) L
R=100.00' (100.00' R5)
A=10'14'11" (10'14'11")
N17'21'16"W 41.05' s
(N17 -42'08"W 41.04' R5)
SEARCHED. NOTHING
PER R5.
2 00
/00
SHEET 2 OF 2
a�,�G - GQ0�
MERE
(0.
O
FO yPGG�� O 9-
0
N
N
I0
L=91.46' (91.46' R5)
R=70.00' (70.00' R5)
A=74'51'35" (74'51'35" R5)
SEARCHED, NOTHING
FOUND. EST BY REC
PER R5.