rs153_069(NO.)
ELIZABETH LN.
MAURI CT.
SMITH RANCH
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LASSO DR.
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VICINITY MAP
NOT TO SCALE
SMITH RANCH
IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
RECORD DF S UR VE Y
BEING A SURVEY OF PARCEL MAP 15783 AS SHOWN ON FILE IN BOOK 84, PAGES 52
& 53 OF PARCEL MAPS OF THE COUNTY OF RIVERSIDE LYING WITHIN FRACTIONAL
SECTION 61 TOWNSHIP 7 SOUTH, RANGE 3 WEST, S. B. B. M.
INLAND VALLEY SURVEYING, INC. MARCH, 2 07 7.
1►«iji9
GROUND SURVEY WORK WAS
CONDUCTED ON MARCH, 2017
SCALE: 1 "= 100'
FD. 1" I.P. I.D. FLUSH, WITH PLASTIC PLUG
ILLEGIBLE, PER M.B. 437/34- 41. ACCEPTED
AS THE CENTERLINE INTERSECTION OF
MAMAS DRIVE AND CLINTON KEITH ROAD.
AFFIXED TAG L.S. 8509.
LINE TABLE
NO. BEARING LENGTH
Ll «S64'16'35 "E» «13.14'»
L2 «N01 '21 '53"W» «34.995>
L3 «NO8'37'09 "E>> 1 «41.265>
ROAD
CRIMSON
J�
LASSO DR.
Z
WITH TAG L.S. 7226
LV
PER M.B. 339/29-34.
m �
U
W
1/16 CORNER SEC. 6
0
=
E -i
U'
E --i
V)
ry
0
IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
RECORD DF S UR VE Y
BEING A SURVEY OF PARCEL MAP 15783 AS SHOWN ON FILE IN BOOK 84, PAGES 52
& 53 OF PARCEL MAPS OF THE COUNTY OF RIVERSIDE LYING WITHIN FRACTIONAL
SECTION 61 TOWNSHIP 7 SOUTH, RANGE 3 WEST, S. B. B. M.
INLAND VALLEY SURVEYING, INC. MARCH, 2 07 7.
1►«iji9
GROUND SURVEY WORK WAS
CONDUCTED ON MARCH, 2017
SCALE: 1 "= 100'
FD. 1" I.P. I.D. FLUSH, WITH PLASTIC PLUG
ILLEGIBLE, PER M.B. 437/34- 41. ACCEPTED
AS THE CENTERLINE INTERSECTION OF
MAMAS DRIVE AND CLINTON KEITH ROAD.
AFFIXED TAG L.S. 8509.
LINE TABLE
NO. BEARING LENGTH
Ll «S64'16'35 "E» «13.14'»
L2 «N01 '21 '53"W» «34.995>
L3 «NO8'37'09 "E>> 1 «41.265>
31 N88.20'59 "E 13525.62'
(N88 -19'57"E 1325.68'} -
N15"4728"W 21.00'
p 6 (N 15'48'30 "W 21.00'}
130' I ESTABLISHED A T
Q RECORD TIE PER
ARC TABLE P.M.B. 84/52-53.
NO. DEL TA RADIUS LEN TH
Cl «A= 09'59'02">> «100.005> «17.435>
[72 A= 99'59'02" 88.001 153.56
Q
FD. 1" I.P. I.D. FLUSH, OPEN IN
I LIEU OF 1" I.P. I.D. FLUSH,
TAGGED R.C.E. 20508 PER R.S.
116/68 AND M.B. 301/89-97.
ACCEPTED AS THE N 1/4 CORNER
SEC. 6. AFFIXED TAG L.S. 8509.
np-T,A n
NU I 1 U *)(;ALL
N88 "20'59 "E 1326.01' (N88"19'57"E 1325.68)
f • 39.00'
CLINTON KEITH ROAD [39.00']
PER M.B. 339/29-34 & N, L Y LINE SEC. 6
�-- _ N88.46'05"E 1320.76' _ (N88-45104ftE -1320.47') I _�
�
CLINTON KEITH ROAD PER
P.M.B. 84152-53
w
LOT "A"
\ L,
\ 3 �
240.77'
-�-- /N88 "46'05 "E 330.07' o U
-7
(N88 '45 )04"E 330.10') L 1 :z oc Cj::ca
caw
U) Ni = I N
«4= 09 "59'02" 'N Z
w w
R=100.00
L-17 43'» z a, i wO
PARCEL 1d -
PARCEL MAP NO. 15783 ,n°o
P.M.B. 84152-5J. �► v z
N 39
PARCEL A Q CN
CERTIFICATE OF PARCEL MERGER Lo
NO. 2017-001
RECD 1 0103/2019 i
DOC# 2019-0395828 O.R. o
C� N
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do
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foo,
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
SUNNY SAGE, LLC., IN FEBRUARY 2, 2017.
MIGUEL A. VILLASENOR (01t7
L.S. 8509 EXP. 12/37/20
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
ACT, THIS 13_ DAY OF J �I' 20�{�.
DAVID L. MCMILLAN, COUNTY SURVEYOR
L.S. 8488 EXP. 1213112 0
SURVEYOR'S N07ES
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS A5LkytAY OF 20=
AT 10:35RM. IN BOOK_ OF RECORDS
1040iiT OF SURVEY, AT PAGE THE REQUEST
OF THE COUNTY SURVEYOR.
GRAPHIC SCALE_
l
100 50 0 50 100 200 300 FEE 00 N0. -001 q0 , 8
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
( IN FEET ) B Y VioJAD92,i D EP U TY.
1 inch = 100 ft.
FD. 1 " I.P. LD. FLUSH, OPEN IN
LIEU OF lop I.P. I.D. FLUSH,
TAGGED L.S. 7226 PER M.B. f ,
301/89-97. ACCEPTED AS CL. FD. 1" I.P. I.D. FLUSH, OPEN, IN LIEU OF 3/4"
INT. AFFIXED TAG L.S. 8509. I.P. FLUSH., KITH TAG L.S. 7083 PER M.B.
/ - I !
366 6 -14' ACCEPTED AS THE N.E. CDR SEC. 6. ` TRACT NO. 30 734
�
w - TRACT NO. 30094 AFFIXED TAG L.S. M.B. 37734-43/ 8509.
Q M.B. 339/29-34 _ _�� 31 ��- --�- -
I 32CLINTON KEITH PER M.B. 339/29-34 & 39.00
/39.00CLINTONKEITH N'L Y UNE SEC. 6 �
w
�
• 1326.01 '
(N88"19"57""E -1325.68) o_
N88 20 59 E
- - - - - CLINTON KEI TH PER 6 5 �
_-----
' " 13_20.76' (N88*45$04'PE 1320.4 7'} P.M.B.84/52_53N88 46 05 E_
_ - 330.11 ' 0 330.20' rijo.11 '} ;�0 25 ( �>
lip Y (660.25') T �' I� .....,._.. LO
LO- �o � I LOT ""A" i OD.Yv i -
N
40J7'
W SNF i /� v N88'46'05 "E 330.07
Z RE-ESTABLISHED I ;,
(N88*45'04"t 330.10') fc, oo o
� J AT A PARALLEL ( 'O 3 C� N IN-
: -z o
W� OFFSET. i � I � j 3 Z � 9 � I 10
� 60 � I �-- PARCEL 1 2
m00 � J6 A CCESS L cc N i
� N m � o I OPENING
(o J0,SEE DE TAIL ', � Z 39 CRIMSON
BELOW '�. � � 1 Sin 1)R
78'
co 00
06 c6
_vCO Ca
N'-§-
N
w
w
rn LO
N
zzz
CRIMSON
LASSO DR.
Np,L
LANO
0
a � P.L.S. 8509
EXP. 12/31 20
LAND
0
a No. 8488 �
EXP. 12/31/20
TF OF CA\-�F��
1, THE BASIS OF BEARING FOR THIS SURVEY IS THE WEST
LINE OF PARCEL MAP 15783 PER P.M.B. 84/52-53.
BEING N 01"05'J7" W.
2. INDICATES FOUND MONUMENT AS NOTED.
3 Oi INDICATES FOUND 1" I.P. I.D., FLUSH, STAMPED L.S. 7083, PER TRACT
MAP 366/6-15 AND C. OF C. RECD 08/06/2007 AS INST. NO.
2007-0505762 O.R.
4. INDICA TES FOUND 1" LP. I.D. FLUSH, TAGGED R. C E. 26457, PER
P.M.B. 41/15 & P.M.B. 84/52-53.
5. 0 INDICATES SET 1" I.P., FLUSH, WITH PLASTIC PLUG
STAMPED LS 8509. UNLESS OTHERWISE NOTED.
6. (} INDICATES RECORD DATA PER P.M.B. 84152-5J.
7 ] INDICATES RECORD DATA PER M.B. 366/6-14.
& { INDICATES RECORD DATA PER P.M.B. 41115.
9. < > INDICATES RECORD DATA PER R. S. 54/31
10. f f ]] INDICATES RECORD DATA PER R.S. 116168.
11. fill INDICATES RECORD DATA PER P.M.B. 91 /35- 36.
12. << >> INDICA TES RECORD AND MEASURED DA TA PER CITY OF
WILDOMAR CERTIFICATE OF PARCEL MERGER 2017-001
RECORDED 1 %3/2019 AS DO# 2019 - 0359828 O.R.
13 F11 INDICATES RE-ESTABLISH THE S. E. CORNER OF LO T 4 AT
THE INTERSECTION OF THE EAST LINE OF SECTION 6 AND
THE SOUTH LINE OF L 0 T 4 PER R.S. 54/31.
14. F-21 INDICATES VA CA TION OF RESTRICTED ABUTTER'S RIGHT OF
ACCESS PER DOC# 2019- 0395127 RECORDED 1010212019 O.R.
15, F31 INDICATES ROADWAY DEDICATION PER DOC# 2019-0395128
RECORDED 1010212019 O.R.
16. 7 7 7 7 INDICATES RES TRIC TED ACCESS PER P.M. 84152-5j.
i
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PARCEL 1
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I I 5i
I w I I PARCEL 3 I
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30 .Q 00 00
00 I°°
I
ca
I { I N t-
1 o N N
FD. 1" I.P. I.D. DOWN I 6" I wW wW I w
OPEN, IN LIEU OF 1 /.P1 .
FLUSH W/TAG RCE 26457!�
PER P.M. - I A VENIDA 7ERRAZO
91/3536. _i`v
ACCEPTED AS C.L. INT. �% _ ' " 359.89'
AFFIXED TAG L.S. 8509. ,N8843,32„E
I N88 .45 04 E 359.96)
I
! I I wa \ I
�I1Zs I
�°-�
0
,9 /1/0 PARCEL 4i
VARIES I
rn `/s3 99
cl�ILO
'
i ! I FD. 1 LP. I. D. FLUSH, USH i
FD. 1 i. P. I. D. FL � -
I I I OPEN IN LIEU OF 1" I.P. W TA G L. S. 4343 PER I v
FLUSH W/TAG RCE P. M. B. 57/24. I �
' i � I I 45 7 PER P.M.�
60 O 26 I
o I {� 84/52-53.AFFIXED TAG S88j17'04"E I z
30 z L. S. 8509 2.02 (2.00) 6.23' i °D
-� �-- ! .50> o
<6' I
FD. 1 " I.P. /. D. FLUSH, �'
OPEN IN LIEU OF 1 " I.P.
FLUSH W/TAG L. S 4343
PER P.M. B. 66/32 &
P.M.B. 84V52 -5J.
AFFIXED TAG L.S. 8509.
SURVEY NARRATIVE
2919.76 99 'j 336.45
329.77' {330.00' CALC'Dj «330.225> (329.91 )
N88747100"E 659.99' 1 (N88"44"58"E 659.82'}
N88747'00E 666.22 I
30.00, 0.00
FD. 2" X 2" HUB PER R.S. 54 31
po.00) (30.00 } /
PARCEL 1 I PARCEL 2 P.M.B. 57/54 & P.M.B. 84/52-53 '
IN LIEU 1 " 1. P. FLUSH W TAG RCE w
P.M.B. 4 26457 PER P.M.B. 84/52-53.
B- 5 7/. A CCEP TED A S A POIN T ON THE
I SOUTH LINE OF GOVT. LOT 4 PER
1 R. S. 25/62. '
i
RECORD OF SUR VEY 25162 CREA TED L 0 T 4 IN 1956 AND CLEARL Y DENO TED
THE EAST LINE OF LOTS 4 THROUGH 6 AS BEING THE EAST LINE OF
FRACTIONAL SECTION 6.
PARCEL MAP 15783 STATES AS BEING A DIVISION OF LOT 4, R.S. 25/62, SAID
PARCEL MAP ACCEPTS A 2" X 2" HUB AND REPLACES IT WITH A 1" I.P.
TAGGED RCE 26457 AT THE SOU THEA S T CORNER OF SAID PARCEL MAP AS
THE S.E. CORNER OF L 0 T 4 PER PARCEL MAP 57124. THIS SURVEY FOUND
SAID 2" X 2" HUB AND NOT THE 1" I.P. TAGGED RCE 26457 AND DOES NOT
ACCEPT IT AS THE S.E. CORNER OF GOVERMENT L 0 T 4, BUT HOLDS IT FOR
LINE TO RE-ESTABLISH SAID CORNER.
RECORD OF SURVEY 54/31, A SURVEY OF FRACTIONAL SECTION 5 SHOWS A
2" X 2" HUB TAGGED RE 1126 AS BEING 6.50' OFF THE WEST LINE OF
SECTION 5. THIS SURVEY ACCEPTS THE SECTION LINES AS SHOWN ON RECORD
OF SURVEY 54/31.
IT IS THE OPINION OF THIS SURVEYOR THAT PARCEL MAP 15783 ACCEPTED
THE 2" X 2" HUB AS THE S.E. CORNER OF L 0 T 4 IN ERROR BECAUSE THE
HUB WAS NOT AT THE EAST LINE OF SECTION 6, INSTEAD 6.50' WESTERLY OF
CORRECT POSITION.
FD. 3/4" I. P. OPEN, FLUSH, DISTURBED, IN
LIEU OF 3/4" I.P. L.S. 3698 PER R.S.
116/68. NOT ACCEPTED. N88 "38'07"E 1.25'
59.68'-4
FD. 1" I.P. I.D. UP 1.00. W/TAG L.S. [[59.51]]
3698 PER R.S. 116/68. ACCEPTED AS
THE INTERSECTION OF THE EAST LINE OF w
SEC. 6 WITH THE TEMECULA RANCHO LINEca v,
PER R. S 25/62 & 42/12. 0 0
FD. 1 " I. P. 1. D. UP 0.20 ; W/TA G L. S
3316 PER R.S. 54/31, M.B. 366/6-14 F,
& R.S. 116/68. ACCEPTED AS THE
INTERSECTION OF THE EAST LINE OF
SEC. 6 WITH THE TEMECULA RANCHO
LINE PER R.S. 54/31. ���GQ���S•
SEC. 6, T. 7S, R.3W
�o
� N
O �
V
RIV. CO. 17-111
z�
J�
FD. ?" J.P. I.D. FLUSH,
Z
WITH TAG L.S. 7226
LV
PER M.B. 339/29-34.
m �
ACCEPTED AS THEN
N
1/16 CORNER SEC. 6
J
31 N88.20'59 "E 13525.62'
(N88 -19'57"E 1325.68'} -
N15"4728"W 21.00'
p 6 (N 15'48'30 "W 21.00'}
130' I ESTABLISHED A T
Q RECORD TIE PER
ARC TABLE P.M.B. 84/52-53.
NO. DEL TA RADIUS LEN TH
Cl «A= 09'59'02">> «100.005> «17.435>
[72 A= 99'59'02" 88.001 153.56
Q
FD. 1" I.P. I.D. FLUSH, OPEN IN
I LIEU OF 1" I.P. I.D. FLUSH,
TAGGED R.C.E. 20508 PER R.S.
116/68 AND M.B. 301/89-97.
ACCEPTED AS THE N 1/4 CORNER
SEC. 6. AFFIXED TAG L.S. 8509.
np-T,A n
NU I 1 U *)(;ALL
N88 "20'59 "E 1326.01' (N88"19'57"E 1325.68)
f • 39.00'
CLINTON KEITH ROAD [39.00']
PER M.B. 339/29-34 & N, L Y LINE SEC. 6
�-- _ N88.46'05"E 1320.76' _ (N88-45104ftE -1320.47') I _�
�
CLINTON KEITH ROAD PER
P.M.B. 84152-53
w
LOT "A"
\ L,
\ 3 �
240.77'
-�-- /N88 "46'05 "E 330.07' o U
-7
(N88 '45 )04"E 330.10') L 1 :z oc Cj::ca
caw
U) Ni = I N
«4= 09 "59'02" 'N Z
w w
R=100.00
L-17 43'» z a, i wO
PARCEL 1d -
PARCEL MAP NO. 15783 ,n°o
P.M.B. 84152-5J. �► v z
N 39
PARCEL A Q CN
CERTIFICATE OF PARCEL MERGER Lo
NO. 2017-001
RECD 1 0103/2019 i
DOC# 2019-0395828 O.R. o
C� N
v --
do
+s
\\V
foo,
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
SUNNY SAGE, LLC., IN FEBRUARY 2, 2017.
MIGUEL A. VILLASENOR (01t7
L.S. 8509 EXP. 12/37/20
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
ACT, THIS 13_ DAY OF J �I' 20�{�.
DAVID L. MCMILLAN, COUNTY SURVEYOR
L.S. 8488 EXP. 1213112 0
SURVEYOR'S N07ES
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS A5LkytAY OF 20=
AT 10:35RM. IN BOOK_ OF RECORDS
1040iiT OF SURVEY, AT PAGE THE REQUEST
OF THE COUNTY SURVEYOR.
GRAPHIC SCALE_
l
100 50 0 50 100 200 300 FEE 00 N0. -001 q0 , 8
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
( IN FEET ) B Y VioJAD92,i D EP U TY.
1 inch = 100 ft.
FD. 1 " I.P. LD. FLUSH, OPEN IN
LIEU OF lop I.P. I.D. FLUSH,
TAGGED L.S. 7226 PER M.B. f ,
301/89-97. ACCEPTED AS CL. FD. 1" I.P. I.D. FLUSH, OPEN, IN LIEU OF 3/4"
INT. AFFIXED TAG L.S. 8509. I.P. FLUSH., KITH TAG L.S. 7083 PER M.B.
/ - I !
366 6 -14' ACCEPTED AS THE N.E. CDR SEC. 6. ` TRACT NO. 30 734
�
w - TRACT NO. 30094 AFFIXED TAG L.S. M.B. 37734-43/ 8509.
Q M.B. 339/29-34 _ _�� 31 ��- --�- -
I 32CLINTON KEITH PER M.B. 339/29-34 & 39.00
/39.00CLINTONKEITH N'L Y UNE SEC. 6 �
w
�
• 1326.01 '
(N88"19"57""E -1325.68) o_
N88 20 59 E
- - - - - CLINTON KEI TH PER 6 5 �
_-----
' " 13_20.76' (N88*45$04'PE 1320.4 7'} P.M.B.84/52_53N88 46 05 E_
_ - 330.11 ' 0 330.20' rijo.11 '} ;�0 25 ( �>
lip Y (660.25') T �' I� .....,._.. LO
LO- �o � I LOT ""A" i OD.Yv i -
N
40J7'
W SNF i /� v N88'46'05 "E 330.07
Z RE-ESTABLISHED I ;,
(N88*45'04"t 330.10') fc, oo o
� J AT A PARALLEL ( 'O 3 C� N IN-
: -z o
W� OFFSET. i � I � j 3 Z � 9 � I 10
� 60 � I �-- PARCEL 1 2
m00 � J6 A CCESS L cc N i
� N m � o I OPENING
(o J0,SEE DE TAIL ', � Z 39 CRIMSON
BELOW '�. � � 1 Sin 1)R
78'
co 00
06 c6
_vCO Ca
N'-§-
N
w
w
rn LO
N
zzz
CRIMSON
LASSO DR.
Np,L
LANO
0
a � P.L.S. 8509
EXP. 12/31 20
LAND
0
a No. 8488 �
EXP. 12/31/20
TF OF CA\-�F��
1, THE BASIS OF BEARING FOR THIS SURVEY IS THE WEST
LINE OF PARCEL MAP 15783 PER P.M.B. 84/52-53.
BEING N 01"05'J7" W.
2. INDICATES FOUND MONUMENT AS NOTED.
3 Oi INDICATES FOUND 1" I.P. I.D., FLUSH, STAMPED L.S. 7083, PER TRACT
MAP 366/6-15 AND C. OF C. RECD 08/06/2007 AS INST. NO.
2007-0505762 O.R.
4. INDICA TES FOUND 1" LP. I.D. FLUSH, TAGGED R. C E. 26457, PER
P.M.B. 41/15 & P.M.B. 84/52-53.
5. 0 INDICATES SET 1" I.P., FLUSH, WITH PLASTIC PLUG
STAMPED LS 8509. UNLESS OTHERWISE NOTED.
6. (} INDICATES RECORD DATA PER P.M.B. 84152-5J.
7 ] INDICATES RECORD DATA PER M.B. 366/6-14.
& { INDICATES RECORD DATA PER P.M.B. 41115.
9. < > INDICATES RECORD DATA PER R. S. 54/31
10. f f ]] INDICATES RECORD DATA PER R.S. 116168.
11. fill INDICATES RECORD DATA PER P.M.B. 91 /35- 36.
12. << >> INDICA TES RECORD AND MEASURED DA TA PER CITY OF
WILDOMAR CERTIFICATE OF PARCEL MERGER 2017-001
RECORDED 1 %3/2019 AS DO# 2019 - 0359828 O.R.
13 F11 INDICATES RE-ESTABLISH THE S. E. CORNER OF LO T 4 AT
THE INTERSECTION OF THE EAST LINE OF SECTION 6 AND
THE SOUTH LINE OF L 0 T 4 PER R.S. 54/31.
14. F-21 INDICATES VA CA TION OF RESTRICTED ABUTTER'S RIGHT OF
ACCESS PER DOC# 2019- 0395127 RECORDED 1010212019 O.R.
15, F31 INDICATES ROADWAY DEDICATION PER DOC# 2019-0395128
RECORDED 1010212019 O.R.
16. 7 7 7 7 INDICATES RES TRIC TED ACCESS PER P.M. 84152-5j.
i
I v
°Oo I PARCEL 1
11
ft
I „ „ RIGHT OF WAY DEDI CA TION PER ! `
! o I LOT B - 8
z I PARCEL 2 INST. N0. 2004 0735622, .iso
I RECD 09/16/2004 O.R.
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NO. 2017-001 z ? I z
REC'D 1 %3/2019F -
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P.M.B. 911,35-36
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PARCEL 1
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FD. 1" I.P. I.D. DOWN I 6" I wW wW I w
OPEN, IN LIEU OF 1 /.P1 .
FLUSH W/TAG RCE 26457!�
PER P.M. - I A VENIDA 7ERRAZO
91/3536. _i`v
ACCEPTED AS C.L. INT. �% _ ' " 359.89'
AFFIXED TAG L.S. 8509. ,N8843,32„E
I N88 .45 04 E 359.96)
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VARIES I
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i ! I FD. 1 LP. I. D. FLUSH, USH i
FD. 1 i. P. I. D. FL � -
I I I OPEN IN LIEU OF 1" I.P. W TA G L. S. 4343 PER I v
FLUSH W/TAG RCE P. M. B. 57/24. I �
' i � I I 45 7 PER P.M.�
60 O 26 I
o I {� 84/52-53.AFFIXED TAG S88j17'04"E I z
30 z L. S. 8509 2.02 (2.00) 6.23' i °D
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<6' I
FD. 1 " I.P. /. D. FLUSH, �'
OPEN IN LIEU OF 1 " I.P.
FLUSH W/TAG L. S 4343
PER P.M. B. 66/32 &
P.M.B. 84V52 -5J.
AFFIXED TAG L.S. 8509.
SURVEY NARRATIVE
2919.76 99 'j 336.45
329.77' {330.00' CALC'Dj «330.225> (329.91 )
N88747100"E 659.99' 1 (N88"44"58"E 659.82'}
N88747'00E 666.22 I
30.00, 0.00
FD. 2" X 2" HUB PER R.S. 54 31
po.00) (30.00 } /
PARCEL 1 I PARCEL 2 P.M.B. 57/54 & P.M.B. 84/52-53 '
IN LIEU 1 " 1. P. FLUSH W TAG RCE w
P.M.B. 4 26457 PER P.M.B. 84/52-53.
B- 5 7/. A CCEP TED A S A POIN T ON THE
I SOUTH LINE OF GOVT. LOT 4 PER
1 R. S. 25/62. '
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RECORD OF SUR VEY 25162 CREA TED L 0 T 4 IN 1956 AND CLEARL Y DENO TED
THE EAST LINE OF LOTS 4 THROUGH 6 AS BEING THE EAST LINE OF
FRACTIONAL SECTION 6.
PARCEL MAP 15783 STATES AS BEING A DIVISION OF LOT 4, R.S. 25/62, SAID
PARCEL MAP ACCEPTS A 2" X 2" HUB AND REPLACES IT WITH A 1" I.P.
TAGGED RCE 26457 AT THE SOU THEA S T CORNER OF SAID PARCEL MAP AS
THE S.E. CORNER OF L 0 T 4 PER PARCEL MAP 57124. THIS SURVEY FOUND
SAID 2" X 2" HUB AND NOT THE 1" I.P. TAGGED RCE 26457 AND DOES NOT
ACCEPT IT AS THE S.E. CORNER OF GOVERMENT L 0 T 4, BUT HOLDS IT FOR
LINE TO RE-ESTABLISH SAID CORNER.
RECORD OF SURVEY 54/31, A SURVEY OF FRACTIONAL SECTION 5 SHOWS A
2" X 2" HUB TAGGED RE 1126 AS BEING 6.50' OFF THE WEST LINE OF
SECTION 5. THIS SURVEY ACCEPTS THE SECTION LINES AS SHOWN ON RECORD
OF SURVEY 54/31.
IT IS THE OPINION OF THIS SURVEYOR THAT PARCEL MAP 15783 ACCEPTED
THE 2" X 2" HUB AS THE S.E. CORNER OF L 0 T 4 IN ERROR BECAUSE THE
HUB WAS NOT AT THE EAST LINE OF SECTION 6, INSTEAD 6.50' WESTERLY OF
CORRECT POSITION.
FD. 3/4" I. P. OPEN, FLUSH, DISTURBED, IN
LIEU OF 3/4" I.P. L.S. 3698 PER R.S.
116/68. NOT ACCEPTED. N88 "38'07"E 1.25'
59.68'-4
FD. 1" I.P. I.D. UP 1.00. W/TAG L.S. [[59.51]]
3698 PER R.S. 116/68. ACCEPTED AS
THE INTERSECTION OF THE EAST LINE OF w
SEC. 6 WITH THE TEMECULA RANCHO LINEca v,
PER R. S 25/62 & 42/12. 0 0
FD. 1 " I. P. 1. D. UP 0.20 ; W/TA G L. S
3316 PER R.S. 54/31, M.B. 366/6-14 F,
& R.S. 116/68. ACCEPTED AS THE
INTERSECTION OF THE EAST LINE OF
SEC. 6 WITH THE TEMECULA RANCHO
LINE PER R.S. 54/31. ���GQ���S•
SEC. 6, T. 7S, R.3W
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RIV. CO. 17-111