rs164_016-018SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION
IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS'
ACT AT THE REQUEST OF CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE IN
SEPTEMBER, 2022.
- N ,L LA�r� SG�
lV L
SEAN M. SMITH, L.S. NO. 8233 p SEAN M. SMITH �c
s 2Z
DATE
a 0
s� No. 8233 \Q
OF CALF
IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
PARCELS 98, 99, 100 AND 101 OF PARCEL MAP 6835, AS SHOWN BY PARCEL MAP ON FILE IN BOOK
29, PAGES 27 TO 41, INCLUSIVE, OF PARCEL MAPS, TOGETHER WITH THAT PORTION OF PARCEL 4 OF
PARCEL MAP 10814, AS SHOWN BY PARCEL MAP ON FILE IN BOOK 78, PAGES 5 TO 8, INCLUSIVE,
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN SECTION 23 AND 24, TOWNSHIP 8 SOUTH,
RANGE 3 WEST, SAN BERNARDINO MERIDIAN
SEAN M. SMITH, PLS 8233
PSOMAS
DECEMBER 2023
— — —
1\-----------------------
\ ---�
BASIS OF BEARINGS
N59°1917W 105,052.25' GRID
---N—L9 ---- -_25' —� —
P477
N: 2127664.30
I ECFS
I \\\
----------
-----
-------------------------
E: 6298482.23'
N: 2181264.26'
Il
\ E: 6208132.80'
\\ COUNTY SURVEYORS STATEMENT:
/
I
I THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
\
SECTION 8 66 OF THE PROFESSIONAL LAND SURVEYORS' ACT
II \\\ THIS_ DAY OF 1. 2024.
� ,
�SIV
I DAVID L MCMILLIAN, COUNTY SURVEYOR
I \\ L.S. 8488
pNPL LANO
��� L McM�
1 \ EXP: 12/31 /2024
�Q
I \\
I
a
x
�Oy0
0),
\
I \
No. 8488 *
Exp. 12-31-24
PARCEL 102
N40°51'00"E
//
PORTION OF PARCEL 4
/ /
60.00
PARCEL MAP,/ 10814 PMB 78/5-8
I �
of cAL�F
-9�C�G
PARCEL MAP 6835
� N49°60 17 W
�S
I \,L
moo^ •Q PMB 29/27-41
°cP
51.35'
\
N60°36'04"E
I \719°
\�_
��
'9
PARCEL 103
N9°34'50"W
S`�9°
06,,
432.19' S84°03'06"E
/ 611. 38
1
159.93
11 ->
8 >>>,
/
Iry
L
N47°05'25"E''
328.93'
L=120 98' R=200 00''
`b`L ' ,,
�°'� O�ONID
S16°19'42"E
/ 350.13'
O O /
i \� z� PARCEL 104 �� p=34°39'32"
\ �PARCEL 96 `�� o
\ J / CORPORATION GRANT DEED
Q20 !6q / RECORDED04/01/1994, S45"34'54"W
O' N81,44,57„E DOCUMENT NO. 1994137594 114,77'
11 \ N1339 �CLUP i L=421.94 499.27' /
1 \\ L=279.72', R=600.00' 3 CF'CEM i R 3000.00' /
I \ A=26'42'40" �=08°03'30" \p1/ ,
I \ CORPORATION GRANT DEED SHEET 3
PM 29/27-41
RECORDED 01/05/1995,
DOCUMENT N0.1995 4330�Vj
I L=156.82', R=600.00'
I N A=14°58'30"
I PT # 352, CENTERLINE MONUMENT ON Q CORPORATION GRANT DEED
� CAMINO POTRO PER R2
RECORDED 10/02/2012, ,o 0^�
16? "9 DOCUMENT NO.2012-0470222 O \
10 FD 3/4 IP W/ PLASTIC PLUG STAMPED 0��
1 "RCE 16583" FLUSH ACCEPTED PER R2 \ �0 0
I N: 2115393.04' N27°57'26"W fir'/� PORTION OF PARCEL 4
I E: 6285651.76 467.14 PARCEL MAP 10814 /
PMB 78/5 COMBINED FACTOR: 0.99990717 / /
/ � -8 ;O0
�, CONVERGENCE ANGLE: —00°29 50.5220' / N39°51'10"W
/ i CORPORATION GRANT DEED 00 ,
I 0 / W RECORDED 06/29/1995, / co 208.83
DOCUMENT NO 199 1 N
a�tj _c613 b99 7
[44 ��, *m I \�0
SHEET 1 OF 3 SHEETS
RECORDER'S CERTIFICATE:
FILED THIS DAY OF OSt2024, AT e1. IN
BOOK �_ OF RECORDS OF URVEY, AT PAGES AT
THE REQUEST OF THE COUNTY SURVEYOR.
NO. &Lf - ,,,%A9 7 7
FEE
PETER ALDANA, ASSESSOR —COUNTY CLERK —RECORDER
BY: DEPUTY
SURVEYORS NOTE:
( )
RECORD
DATA
AS NOTED
R1
RECORD
DATA
PER
P.M.
NO.
4589,
P.M.B. 32/61-80, AMENDS
P.M.B.
12/75-94
R2
RECORD
DATA
PER
P.M.
NO.
6835,
P.M.B. 29/27-41
R3
RECORD
DATA
PER
P.M.
NO.
10814,
P.M.B. 78/5-8
R4
RECORD
DATA
PER
P.M.
NO.
24742,
P.M.B. 169/40-43
R5
RECORD
DATA
PER
P.M.
NO.
4589,
P.M.B. 12/75-94
R6
RECORD
DATA
PER
P.M.
NO.
24741,
P.M.B. 168/01-02
R7
RECORD
DATA
PER
RECORD
OF SURVEY
R.S.B. 144/13-16
R8
CORPORATION
GRANT DEED DOC. NO. 137594, REC. APRIL 01, 1994
19014 11
- -
CSRC STATION AS NOTED
-
FOUND MONUMENT AS NOTED
-
INDICATES SET 2" IRON PIPE W/ALUMINUM DISC STAMPED
"CDFW LS 8233" IN ROCK MOUND.
IF NOT AVAILABLE, SET 6"
TO 8" ABOVE GROUND, UNLESS NOTED OTHERWISE
SFN -
SEARCHED FOUND NOTHING D&D
- DISTANCE AND DISTANCE
DN -
DOWN PI
- POINT OF INTERSECTION
EST -
ESTABLISHED B&D
- BEARING AND DISTANCE
B&B -
BEARING AND BEARING ADJ
- ADJUSTMENT
PT -
POINT BET
- BETWEEN
MON -
MONUMENT
PURPOSE OF SURVEY:
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARY LINES ON
BEHALF OF CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE FOR THE PARCEL
OF LAND THAT CONTAINS 241.93 AC. MORE OR LESS
CONVERGENCE ANGLE 4) =—00°29'50.5220"
500' 250' 0' 500' 1000'
GRAPHIC SCALE
SCALE: 1" = 500'
AT POINT 352
PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC
RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED)
c9
r r 5-2 0105
/
-
BASIS OF BEARINGS:
SHEET 2
97
� o)
//
z
THE COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE
I
i
o rn
/
00
SYSTEM OF 1983, CCS83, ZONE 6, EPOCH 2O17.50, IN ACCORDANCE WITH THE CALIFORNIA PUBLIC
z
/
0
RESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES ARE BASED LOCALLY
0
UPON TIES THE FOLLOWING CALIFORNIA SPATIAL REFERENCE
OEQU
N76°27'24"E
Ob
EQUIVALENT STAO
NETWORIKLORTIONS:
1
05�
457.07'
559.98 _ S842
1,138.09'
(1,138.14' R3)1\ -
_(1,138.19 R1 & R2�
G� SEE DETAIL "A"
P474 ON SHEET 3
N: 2074325.26'
E: 6256718.26'
/I S87°14'02"W 2,698.07'
SFN, ESTABLISHED BY
PROPORTION BET E'LY FD MON
AT SE COR LOT 1 OF SEC 23
AND W'LY FD MON PER R3;
MON FALLS IN WATER, SET
REFERENCE POINT AS SHOWN
IN DETAIL ON SHEET 3
2,751.80'
LOT 25
BLK 1
SDBM 11/507
STATION
NORTHING
EASTING
ELEVATION
ECFS
2181264.26
6208132.80
2739.72
P474
2074325.26
6256718.26
712.12
P477
2127664.30
6298482.23
1206.78
GRID BEARING OF N59°19'17"W BETWEEN THE REFERENCED CSRC STATIONS)
ECFS AND P477 WAS HELD FIXED
STATION
NORTHING
EASTING
ELEVATION
ELLIPSOID HEIGHT
MAPPING ANGLE
COMBINED SCALE FACTOR
352
2115393.04
6285651.75
1146.71
1314.01
-0°29'50.5220"
0.99990717
ALL COORDINATES SHOWN, UNLESS OTHERWISE NOTED, ARE IN TERMS OF THE U.S. SURVEY FOOT. DISTANCES SHOWN
HEREON OR INVERSED FROM COORDINATES SHOWN HEREON ARE IN REFERENCE TO CCS83. DISTANCES DERIVED FROM THE
COORDINATE SYSTEM HEREIN ARE GROUND DISTANCES, TO OBTAIN GRID LEVEL DISTANCES MULTIPLY DISTANCES FROM THIS
DRAWING BY THE COMBINATION FACTOR PROVIDED HEREON.
RIVCO 23-064
IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
I a 0��j •1� 11 � I v I 'volmAll •
aoa(� -o"09 7
r,U l -1
SHEET 2 OF 3 SHEETS
PARCELS 98, 99, 100 AND 101 OF PARCEL MAP 6835, AS SHOWN BY PARCEL MAP ON FILE IN BOOK 29, PAGES 27
TO 41, INCLUSIVE, OF PARCEL MAPS, TOGETHER WITH THAT PORTION OF PARCEL 4 OF PARCEL MAP 10814, AS
= SHOWN BY PARCEL MAP ON FILE IN BOOK 78, PAGES 5 TO 8, INCLUSIVE, RECORDS OF RIVERSIDE COUNTY,
�
0 CALIFORNIA, LYING WITHIN SECTION 23 AND 24, TOWNSHIP 8 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN
0 0
z
o PSOMAS
w RS 114/65 SEAN M. SMITH, PLS 8233 DECEMBER 2023
w SEE SHEET 3
0 ESTABLISHED BC BY PI / \
PARCEL 96 WITH COMPASS RULE
PARCEL MAP 6835 ADJ PER R4
PMB 29/27-41 'R� PARCEL 100 /
�=-00'29'50.5220" L=279.72', R=600.00' /
0=26.42'20" PARCEL MAP 6835
200' 100' 0' 200' 400'
h1, Q (L=279.63', R=600.00' PMB 29/27-41 /
\sue �� �� O
2�S> A=26`42'11" R2 & R4)
1p\ 04
s, o� �,� �J PARCEL 101
GRAPHIC SCALE (L=157.16 , T
SCALE: 1" = 200' V �`�� •��G� N�P / '`� \,L
R=600.00' cF•�y �� C) OSIN
IN 3� ti c►
A-15°00'28" R2) �� �\ `�' PARCEL 99 NC�,i �s CORE�ORDIEOD01/05/1995EED qyO\o
Al
L=156.82', DOCUMENT NO.1995-4330 tr
CORPORATION GRANT GEED / / ,9\i1�
R = 6 00.00 RECORDED 10/02/2012,
0=1 4`58'30" ��, DOCUMENT NO.2012-0470222
FD 1-1/4" IP OPEN, LEANING TO 66 /o�, 'Do '3" j
THE WEST AND SHOT BASE, DN 25 FD 1 IP W/PLASTIC PLUG / 'Sl \ o- 'o
0.25', ACCEPTED AS CENTERLINE STAMPED "LS 5306" FLUSH "' /"'
INTERSECTION OF CAMINO PORTO .o y ACCEPTED PER R4 /
AND CAMINO ESTRIBO PER R2 ` �5 3-10
/ WITNESS CORNER FD 2" IP W/BRASS CAP
o�
/ STAMPED "LS 2602" FLUSH
PER R3
N79.45 54
Qo N (boo
0�o oNL
.00'
'D 2" IP W/ NAIL & TAG 0�� O, / / �1E
TAMPED "MWD LS 6985",
FLUSH, NO REF �G / FD 3/4" IP W/PLASTIC o
N PLUG STAMPED "RCE 16583" ? Q
/ DN 0.1 , ACCEPTED PER R2 007 a_
N �
� o PARCEL 98 �� ``� zo
FD 1-1/4" IP W/NAIL & co IP PORTION OF PARCEL 4
/ TAG ILLEGIBLE, FLUSH CORPORATION GRANT DEED �`J co p
li ACCEPTED PER R2 - RECORDED06/29/1995, \ �' N PARCEL MAP 10814 Q cD
� t" DOCUMENT NO. 1995-210105 N CA
PMB 78/5-8 �_ N
co I o FD 3/4" IP W/PLASTIC PLUG , O' ¢ J
ao ^ STAMPED "RCE 16583" FLUSH N o
ACCEPTED PER R1 & R2 �
CORPORATION GRANT DEED
PARCEL 97
, RECORDED 04/01/1994,
o 9DOCUMENT NO. 1994-137594M _ �E85910
_g2&R) (84563R1) N
FD 3/4" IP W/PLASTIC PLUG00
C, I STAMPED "RCE-16583" N, o WITNESS CORNER 00
,v, I FLUSH ACCEPTED PER R2 ,�p�`? / ��1 o
FD 1-1/4" IP ACCEPTED AS z I WITNESS CORNER ��� `�� z 4' �g2p.2to cop R2i 13�8 �� R1i D&D INTERSECTION PEREST. ANGLE PT. BY C RRD o
2" IP W/ BRASS CAP �� �h g2p.8 RBA
STAMPED "LS 2602" FLUSH / �iy6�• ��o�/� �`° �801 R3 & o
cn
PER R2, R3 AND R5, HELD
FOR LINE / (3 (36��1y
�/���1 6658 "�'R66s8, ,i�5�.p� �451,2�„E 13��g1 < FD 2" IP W/BRASS CAP
oc/o, 2 c ) N�6.2� EST. ANGLE PT. BY RECORD STAMPED "LS 2602" FLUSH
SEE A(Z)/o �`O 113J B&B INTERSECTION PER R2 PER R3
DETAIL '4'/ �� EST. ANGLE PT. BY RECORD
„A„ O`b D&D INTERSECTION PER R2
ON h // 16 5°� �� SE COR GOVT LOT 1 OF 2751.55' R3 (Sc R8)
SHEET �� o� •��1� -0) ��� SECTION 23, T8S, R3W, S.B.M. S84.20'50"N1 2,751'80
3LOT
BLK21
5 G
Qb 5 SDMB 11/507
r / 1,559.98' (1560.05' R3 & R8)
t
S87.14'02"W 2,698.07 FD 2" IP W/BRASS CAP
{ SFN, ESTABLISHED BY PROPORTION BET E'LY STAMPED "LS 2602" FLUSH
FD MON AT SE COR LOT 1 OF SEC 23 AND PER R2, R3 AND R1
1138.09' (1138.14' R3) W'LY FD MON PER R3; MON FALLS IN WATER,
(1138.19' R1 & R2) SET REFERENCE POINT AS SHOWN IN DETAIL
ON SHEET 3
W
W
W
V)
U
a
IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
PARCELS 98, 99, 100 AND 101 OF PARCEL MAP 6835, AS SHOWN BY PARCEL MAP ON FILE IN BOOK 29, PAGES
27 TO 41, INCLUSIVE, OF PARCEL MAPS, TOGETHER WITH THAT PORTION OF PARCEL 4 OF PARCEL MAP 10814, AS
SHOWN BY PARCEL MAP ON FILE IN BOOK 78, PAGES 5 TO 8, INCLUSIVE, RECORDS OF RIVERSIDE COUNTY,
CALIFORNIA, LYING WITHIN SECTION 23 AND 24, TOWNSHIP 8 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN
PSOMAS
\ SEAN M. SMITH, PLS 8233
\ FD 1" IP W/ TAG STAMPED "LS 8526"
\ DN 1.0' ACCEPTED PER R7
\ FD 1" IP W/ TAG STAMPED "LS 8526"
\ DN 2.0' ACCEPTED PER R7
\ EST. ANGLE PT. BY B/B
\ INTERSECTION PER R2
\ PARCEL 103
\ PARCEL MAP 6835
\ PMB 29/27-41
\
\ PARCEL 102
\
RS 90/38 \
\ FD 1-1/4" IP W/1"X2" HUB AND
TACK IN LIEU OF 1 1/4" IP
\ W/PLASTIC PLUG "RCE 862"
\ ACCEPTED PER R2 0.3' DN
PARCEL 104 Z \
v \
PM 169/40-43 °��,� \
FD 1 1/4" IP W/PLASTIC PLUG °\ \
200, ILLEGIBLE DN 0.1' ACCEPTED PM 168/1-2\
PER R2
R1� �
FD 1" IP W/BROKEN <1018.01243 R2i
PLASTIC PLUG, FLUSH, 05
ACCEPTED PER R 4 1,01a <1016 4� �1' �06 04 R
R2
SNF
/ 1 W
' y W_
I
1 � �
Q Ond,, o
O � z
L=279.72', R=600.00' 0 s'
A=26°42'40" ✓,
(L=279.63', R=600.00'
0=26°42'11" R2 & R4)
CORPORATION GRANT DEED
RECORDED 10/02/2012,
DOCUMENT NO.2012-0470222
PARCEL 99
7 �0s ' /
� SPN� PAN
i
ti
�90 DECEMBER 2023
69 >
6'OQ N40°51'00"E 60.00'
J Q' (60.00 R7 & R8)
FD 1" IP W/ TAG STAMPED "LS 8526"
\ DN 0.1 ACCEPTED PER R7
N49°06'17"W
51.35' Z
V' l
W��
�W
-P.:. `O o
w ..
�;o -5;
N
L=197.82', R=200.00'
\ 0=56*40'15"
\ (L=197.81', R=200.00'
L=120.98', A 56°40'03" R2)
R=200.00'
0=34°39'32" ^� \
(L=120.96', \
R=200.00'
A=34°39'10" R2)
EST. BC BY RECORD DIST.
PER R2 E 499.27'
(499.3
-- (479.39' e2 & R4)
19.88'
0.00, R2)
2 , \ R=30 03 30
245
J6 p S° z
4 Oi O CORPORATION GRANT DEED
r RZ & R \ �L� 421.80 RECORDED 01/05/1995,
/ R \ \ Z 3p00,00 Z p DOCUMENT NO. 1995-4330
9 \'
3�S�R�80 PE 142 g6R3 ?I \rn R&- p8,O3t'21 S z
3° 39 2 O PM\N0840 �0 R2i RZ & 2 3 8
8 58 <1 .o ? v PER
90 / z
41 • �Cv� � � �
OF -BEM >
G, �
FD 1 1/4" IP W/NAIL & TAG
"RCE 862" DN 0.6' o \ \
ACCEPTED PER R2
EST. BY B&D INTERSECTION
PER R2 PARCEL 100
FD 1-1/4" IP W/PLASTIC / / FD 1 1/4" IP W/PLASTIC \
PLUG ILLEGIBLE, UP 0.1', / _> >+
ACCEPTED PER R5 / PLUG RCE 862 UP 0.1,
/ ACCEPTED PER R1
- WITNESS CORNER / / WITNESS CORNER
/ CORPORATION GRANT DEED
/ RECORDED 01/05/1995,
/ DOCUMENT NO. 19954330 zz
/
SET REFERENCE
POINT
N60°51'17"E 1.00'
--1,138.09'
5�
'' l
5
1,559.98'
g 4'02"W 2,698.07'—
POSITION FALLS -/
IN WATER DETAIL "A"
NOT TO SCALE
PARCEL 101
PARCEL MAP 6835
PMB 29/27-41
PORTION OF PARCEL 4
SA9 PARCEL MAP 10814
o . PMB 78/5-8
XC�pFD 1DN 0ACCE
FD 1-1/4" IP OPEN
DISTURBED, NOT ACCEPTED
EST. BC/EC BY PI WITH
COMPASS RULE ADJ.
PER R2
FD 1 1/4" IP W/ NAIL AND TAG
"RCE 862" FLUSH, ACCEPTED
PER R2 zz
/ PORTION OF PARCEL 4
PARCEL MAP 10814
\ PMB 78/5-8
\
o,\
O�
FD 2" IP W/BRASS CAP
STAMPED "LS 2602", FLUSH
ACCEPTED PER R3
SEE SHEET 2
CORPORATION GRANT DEED
RECORDED 04/01/1994,
DOCUMENT NO. 1994-137594
w
c
o a
O a
o C'
o-
cn i
I
N39°51'10"W 208.83'
(208.60' R3 & R8)
RS 144/ 13 -16
6p��p� \ti I'll
EST. ANGLE PT. BY B&D
INTERSECTION PER R7
e �q-oa3o'4 7
SHEET 3 OF 3 SHEETS
.]
RS137/16-18
FD 1" IP W/NAIL AND TAG "LS 8526"
DN 2.0' ACCEPTED PER R7
S16°19'42"E 350.13'
(350.00' R3 & R8)
S84°03'06"E 611.38,
(611.15' R3 & R8)
EST. ANGLE PT. BY COMPASS
RULE ADJ. PER R7
S'LY ROW OF
INTERSTATE 15 (1-15)
FD 6'X6" CONC. MON. W/NAIL IN
TOP UP 0.2' ACCEPTED PER R3
S45°35'42"W 114.77' -
(114.76' R3 & R8)
FD 6'X6" CONC. MON. W/NAIL IN ---
TOP UP 0.5' ACCEPTED PER R3
Opp
FD 1" IP W/PLASTIC PLUG
�5
ILLEGIBLE FLUSH ACCEPTED
PER R3
NIX
O
Z
��.
elf
w
LOT 25
BLK 1
SDMB 11 / 507
�=-00°29'50.5220"
I' FD NAIL AND TAG "LS 2602" IN
BOULDER ACCEPTED PER R3
(1'267.97' R3 & R8)
(1'267.97' R3 & R8) 200' 100' o'- 200' 400'
GRAPHIC SCALE
SCALE: 1" = 200'