rs162_024-026STATEMENT OF PURPOSE
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARY OF PARCEL 1 OF
LOT LINE ADJUSTMENT NO. 3310, RECORDED 09/10/1990 AS INSTRUMENT NO.
1990-335444, PARCELS A & B OF LOT LINE ADJUSTMENT NO. 3555, RECORDED
04/09/1192 AS INSTRUMENT NO. 1992-127454, PARCELS A & B OF LOT LINE
ADJUSTMENT NO. 3556, RECORDED 04/09/1992 AS INSTRUMENT NO. 1992-127456
AND THAT CERTAIN LAND RECORDED 09/22/2004 AS INSTRUMENT NO. 0752131 OF
OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, IN ACCORDANCE WITH THE
RIVERSIDE CONSERVATION AUTHORITY AGREEMENT, EXCEPTING PARCEL 5382-1 AS
SHOWN ON CALTRANS R/W MAP NO. 400013.
BASIS OF BEARINGS
"THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS
"BILL", "CNPP", AND "SBCC", NAD 83 (NSRS2011) EPOCH 2O10.00 AS SHOWN
HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND
DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD
REFERENCE, ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED
OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND
DISTANCE BY A COMBINATION FACTOR OF 0.999932974. CALCULATIONS ARE MADE AT
POINT #1 WITH COORDINATES OF N: 2221058.694, E: 6193983.877, USING AN
ELEVATION OF 1118.25 FEET.
THE CONVERGENCE ANGLE AT POINT #1 IS-000-39'53.08"
SURVEYOR'S NOTES
1.
--0
INDICATES
FOUND MONUMENTS AS NOTED.
2.
•
INDICATES
FOUND LEAD & TAG "LS 5390 TIE", FLUSH IN TOP OF CURB.
3.
♦
INDICATES
NGS CORS STATIONS & BASE POINT #1.
4.
INDICATES
SET PVC PIPE W/ LS 7673 TAG.
5,
ALL
DIMENSIONS
ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF.
6.
ALL
BEARINGS READ IN A NORTHERLY DIRECTION, UNLESS OTHERWISE NOTED.
7.
ALL
DISTANCES
ARE GROUND AND GRID DISTANCES CAN BE OBTAINED BY
MULTIPLYING GROUND DISTANCES BY A COMBINED FACTOR OF 0.999932974.
8.
(R1)
INDICATES
RECORD OR CALCULATED DATA PER RS 128/25-29,
UNLESS OTHERWISE
NOTED.
9.
(R2)
INDICATES
RECORD OR CALCULATED DATA PER RS 149/4-6.
10.
(R3)
INDICATES
RECORD OR CALCULATED DATA PER RS 136/94-100.
11.
(134)
INDICATES
RECORD OR CALCULATED DATA PER RS 85/45-47.
12.
(R5)
INDICATES
RECORD OR CALCULATED DATA PER CALTRANS MONUMENTATION
MAP 427092 (RIV. CO. 204-985).
13.
(R6)
INDICATES
RECORD OR CALCULATED DATA PER LOT LINE ADJUSTMENT NO. 3310
RECORDED
09/10/1990 AS INST. #1990-335444 O.R.
14.
(137)
INDICATES
RECORD OR CALCULATED DATA PER LOT LINE ADJUSTMENT NO. 3555
RECORDED
04/09/1992 AS INST. #1992-127454 O.R.
15.
(R8)
INDICATES
RECORD OR CALCULATED DATA PER LOT LINE ADJUSTMENT NO. 3556
RECORDED
04/09/1992 AS INST. #1992-127456 O.R.
16.
[ ]
INDICATES
RECORD OR CALCULATED DATA PER CR 17-0616.
17.
€
INDICATES
RECORD OR CALCULATED DATA PER CR 17-0618.
18.
SYMBOLS SHOWN ON THE SURVEY ARE NOT DRAFTED TO SCALE.
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF A PORTION OF SECTIONS 1 AND 2,
TOWNSHIP 5 SOUTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN
ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS JUNE, 2023
CONTROL NETWORK DIAGRAM
NPP (PID #DH7054)
N=2258382.000
E=61491 10.967
+30 \\ \
�A.
J
\ J
FD. 1 " IP, OPEN, DN. 0.2' N73'42'59"
PER RS 149/4-6 N73.42'59"
N=2223356.107
E=6190861.453
N53'39'19"W 3877.79' (GROUND)
o
I
o
0
0
0
N
-um
0
;o
z '
/
/
/ C (PID #DM7578)
:147751.055
131652.363
\
W 2772.69' (GRID)
W 2772.90' (GROUND) Off.
SET 5/8" REBAR
N=2221058.694
E=6193983.V7
N
0
POINT 1
So \ � 79.?
FD. 1 " I W/ PP, LS 5390 \
PER RS 149/4-6
N=2222578.663
E=6193522.922
N16'52'15"W 1588.33' (GRID)
N16'52'15"W 1591.48' (GROUND)
Z�23-037�0�6 �
SHEET 1 OF 3 SHEETS
RECORDER'S STATEMENT
FILED THIS DAY OF ��t�)b�/ 202
AT 1L: F ..M. IN BOOK _� OF RECORDS OF SURVEY,
AT PAGEZ-q-2( AT THE REQU ST OF THE COUNTY SURVEYOR.
N0. 2.C2Z' �Q� --------------------
FEE _!�_ _'" ------------------- --------
PETER ALDANA, ASSESSOR - COUNTY CLERK -RECORDER
- '___-_-, DEPUTY
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 SURVEYORS' ACT, AT THE REQUEST
OF ASGARD L.P. & INDUSI L.P. IN JULY, 2023.
4
- - --- ------------------
MICHAEL E JOHNSON PLS 7673
EXP. DATE 12/31 /2024
COUNTY SURVEYOR'S STATEMENT
rC)
LANDE. /Oy o 2 z
NO. 7673
�F OF CAL1E0�
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766, OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS ----
DAY OF ---� __ 203
ONP` EANo
PIC,yj� 9s&
------\ �4, l
DAVID L. McMILLAN, COUNTY SURVEYOR y
PLS 8488 °-
\ EXP. DATE 12/31 /2024 NO. 8488
\
\ �rgTf OF CAL1FO�a\P
\
1 6 \
127
I
I
N6� O4 S�
1366's )4
BILL (PID #AF9684
N=2154994.979
E=6313564.170
N87'43'11"E 182055.98' (GRID)
!!! ! !!! !!! !!!
RIV. CO. 23-0172
2-023 -037 710�76
on',�jl � ]Gtl
rl/
BOUNDARY ESTABLISHEMENT NOTES:
10 SFN, EST. BY RECORD DISTANCE PER RS 149/4-6. NOTHING SET.
(MONUMENTS WERE DESTROYED BY CONSTRUCTION AND NOT REPLACED).
LINE TABLE
LINE #
DIRECTION
LENGTH
DIRECTION
LENGTH
L1
N80'10'12"W
589.19'
(N80'10'15"W R2)
(589.19' R2)
L2
N80'11'24"W
79.85'
(N80'11'27"W R2)
(79.89' R2)
L3
N60'34'01 "W
402.94'
(N60'34'04"W R2)
(402.98' R2)
L4
N60'25'17"W
332.13'
(N60'25'20"W R2)
(332.13' R2)
L5
N60'25'17"W
332.13'
(N60'25'11"W R1)
(331.94' R1)
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF A PORTION OF SECTIONS 1 AND 2,
TOWNSHIP 5 SOUTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN
ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS JUNE, 2023
2. 1
(N80'09' 1 1 "W 589.38' R 1)
�FD. N&T, LS 6932, FLUSH IN MOW CURB
PER RS 85/45-47; ACCEPTED AS W. 1 /4 COR., SEC. 1
0
(N60'25'11"W 331.94' R1) cn
J
DEED TO RIV. CO. PER BOOK 867, FD. 1 " IP W/ N&T, LS 5390, DN. 0.05' V
PAGE 53, REC. 07/22/1930 PER RS 149/4-6
38' 1 -ZE
FD. 1 " IP, OPEN, DN. 0.2' � 1
Q
E
S
MB 451 /29-63
PER RS 149/4-6 r----------#24 81------------� SEE DETAIL $ A"
1 N80'11' #23 #24
p=2g•55'13" L= 9 (R&M R2) _ (N80'1j,27 4»W 52930 HEREON
36.22' (R&M R2) 00 b W 529.36' #26
R,140 = C1 00 449 45' (449.47' R2)R2) I / #27 #28 429 OF CONSTRUCTION
1
SHEET 2 OF 3 SHEETS
MONUMENT TABLE
POINT #
DESCRIPTION
9
FD.
N&T TIE, LS 5390 TIE, ON TC
PER CR
17-0618
10
FD.
N&T TIE, LS 5390 TIE, ON TC
PER CR
17-0618
11
FD.
N&T TIE, LS 5390 TIE, ON TC
PER CR
17-0618
12
FD.
N&T TIE, LS 5390 TIE, ON TC
PER CR
17-0618
23
FD.
N&T IN LEAD (TIE), LS 5390,
PER CR
17-0616
24
FD.
N&T IN LEAD (TIE), LS 5390,
PER CR
17-0616
26
FD.
N&T IN LEAD, LS 5390 TIE, PER CR 17-0616
27
FD,
N&T IN LEAD, LS 5390, PER
MB 451/29-63
28
FD.
N&T IN LEAD (TIE), LS 5390,
PER CR
17-0616
29
FD.
N&T IN LEAD (TIE), LS 5390,
PER CR
17-0616
30
FD.
N&T IN LEAD, LS 5390, PER
MB 451/29-63
p=29'56'25" L=658.42'��- PER RS 149/4-6
OV�� 0• 0 400p 1260.00' L2 L #30
�1� / R2i ✓ (R=1260.00' p=29'57'37" L=688.86' R1) N8p•1 p'12"W i
c0U P% 1G1�g4�4 Ft�l INST. #2004-0752131 O.R. 589.19' (N80.09. o R'
REC. 09/22/2004 N _ _ _ 111"W 589.38' RI) � (R, 1g00,00, MB 451/29-
�EOR �N6g % g 5312 PARCEL "A" OF LLA. 3555 _ - SFN ! ) ` 1 R,20 p02ppp 00 4, 4`1g 3j23 LOT 14
ON TO ,�2 L R l �A lN6 \ INST. #1992-127454 O.R. PARCEL 1 OF =Jt ---Ao' 4. . ''9'44' � c,6
�� CPN4 9 �N69 5� _ REC. 04/054 0 R ` E AL CAN ON ROAD ------ K 867, - ---
--INST. #2004-0534016 O.R. � OF TEMESCAL CANYON ROAD PER BOOK 867, 19 q 00 SO
-� �0�0 PAGE 55 OF DEEDS, REC. 04/15/1930 (R;R�19600p' 4SS" 4 (-68(9 �3 (R
MB 484/47-50 MESC E �`9 �6 1T _ _REC• 07/09/2004 _ (ESTABLISHED AS SHOWN ON RS 149/4-6) 1g6p00, a 4'1g44SS., 88936 B�RIi
��'ta 53 23 14g I 1 SFN J - SFN 19.44 00" 4--6�
� (ATCHISON,FD. GEAR SPIKE, DN. 0.3' �jg� N z TOpEKA & os Rl)
NO REFERENCE Ri i �R� �90 p 00, Z SANTA FE RAILROADl o aa, o�LDu --- CO
/ \ S�1 off, lRi R1l 9000, 4�77.0, la � \ \
�q� 4\71 °833„ �.�3�06>> SW'LY LINE OF OF PARCEL 1 NI \ \ 1
Ov l (Rig 41V ,3,;, 3 R1) OF LLA. 3310 PARCEL 1 bF LLA. 3310
Co MoN Rs) INST. #1990-335444 O.R.
I
FD. 1" IP W/ PP, LS 5390
PER RS 149/4-6 & CR 17-0617
�ls
C�
'� FD. 1" IP W/ N&T, LS 6932, DN. 0.2' 204\�42> 3 REC. 09/10/1990 \ I i -a�'r
PER CR 22-0057 9 09
II
'A
9y
s
�O
6% INST. #2004-0660423 O.R. \ PARCEL "A" LLA. 3556 \
\ REC. 08/20/2004 \ �g INST. #1992-127456 O.R. I 1
FD. 1" IP W/ PP, CAL DOT, DN. 0.4' Gj� REC. 04/09/1992
\ '-ACCEPTED AS PROPERTY CORNER & R/W 346 11' N�0• � I �'
PER MONUMENTATION MAP NO. 204-986 ib)001 12" 003j"W 88 I POB OF PARCEL 1 OF LLA. 3310 �� 1� POR. PARCEL "1" OF
& RS 128/25-29 W 34S 369' ,o r- INST. #2007-0302294 O.R.
(N'010040" \ �sn n\ REC. 05/04/2007 I
-------------------------------------------------------
0'
r i N 01 12'W 0,0 tJj �Q \ I W
1 28' 1 I _ I S3j 61 �iS� w
j N I w R6) (R, ,50000 s00000 \ `���, o�ss \ 99\ I N MATCH LINE
' I M o (R, o, 4- .
38. y �� I N I FD. 1" IP W/ PP, CAL DOT, DN. OX 500�00' a4-06. 4 454, �\ \ y � \ FD. 2" IP, OPEN DN. 0.5'
_► 1 MB 451 /29-63 I co ACCEPTED AS PROPERTY CORNER & R/W 06• S6 SS �y,
�I WESB E I `V o PER MONUMENTATION MAP N0. 204-986 SS S 982' PER RS 128/25-29; S50'23'14"E 1.45'
24 C- 998), '� FROM EC, DID NOT ACCEPTED AS POINT ON
I I & RS 128/25-29 SS F l y O
,`ter, -� I 98S R61i C� O��Oc�` lo/ C/L OF RAILROAD
MCC LOT 13 i N26'24_17 E(R) ) \ . O, \O
'a /� S I z `„ (N26'23'43"E( R6)R1) \ ` ��
N80.1j.24„W 0 > �I /� i I FD. 1" IP W/ PP, PLS 3069, FLUSH FD, 1" IP W/ PP, CAL DOT, DN. 0.3' OOyTO 10� 69.29 ACRES /
(N80'11' 529.30, co \ /q� ` PER RS 128/25-29 I
o ACCEPTED AS PROPERTY CORNER & R/W
°
449, 27 W 529.36 �> \�'�- io � � 46.75' � I ,n � /
45 (449.47' R2) ?7 N /o [46.75'] ( I
R2) % \ 00 /clov / / 57.24' I
-'�--[57.24'] I
I L2 1; /
I EST. PER CR 17-0616 `� OF CONSTRUCTION
i f PER RS 149/4-6 I
1 R' 190 L 1 0.00'
d=1 I
-� RS 14914-6 - REMESCgC Cq 93723" c,65p7s
N80'1012»W 2000 Nr0 (R
589. 19,o R,20 00 0� 0 4;19•44' N Rp �M R2) I
09' 1j „W a 19'44 55" L 68g88.8p, Rl) I
36 R
OF TEMESCAL CANYON ROAD R(R& 2) I
-PER BOOK 867, PAGE 55 OF DEEDS, REC. (ESTABLISHED SHOWN AS ON RS4149/49 6) `�Gj��g (R _1 =1960 Ooo a .44 D019.44 ss" c\~
I �I
� 9" , 675.5 j.
1 PARCEL "A" LLA. 3556 ��675.05,
DETAIL »A►, gINST. #1992-127456 O.R. i
I
SCALE: 1' \ REC. 04/09/1992 I
----_60- - - - - - - -
o II
z
PER MONUMENTATION MAP 1140. 204-986
& RS 128/25-29
N29'51'57"W 48.89'
(N29'51'47"W 48.85' R1)
FD. 1" IP W/ PP, CAL DOT, DN. 0.6'
ACCEPTED AS PROPERTY CORNER & R/W
PER MONUMENTATION MAP NO. 204-986
& RS 128/25-29
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
RADIUS
DELTA
LENGTH
Cl
1300.00'
29'56'25"
679.32'
(1300.00' R1)
(29'57'37" R1)
(679.77' R1)
C2
1532.69'
12"7'13"
328.68'
(1532.69' R1)
(12'17'07" R1)
(328.64 R1)
C3
1532.69'
9' 15'S8"
247.87
(1532.69' R 1)
(09' 16'03" R 1)
(247.91 ' R 1)
2 1 N89'08'10"W 2634.59' (N89'08'08"W 2634.63' R1) --
11 12
SFN, EST. BY RECORD DISTANCE
PER RS 85/45-47
S �D
PARCEL "B" LLA. 3556
INST. #1992-127456 O.R.
s��9/ REC. 04/09/1992
� 9 , \
SFN �> �J \ / POR. PARCEL "1 " OF
N4750'50 E(R) ___ INST. #2007-0302294 O.R.
\ REC. 05/04/2007
�J I FD. 2" IP W/ MAGNAIL, NO TAG, DN. 1.0'
PER RS 128/25-29; S51'25'08"E 1,05' FROM BC
>• (S51'24'58"E 1.08' FROM BC PER R1)
100.00' (TIE) \
1 150'
150 0 150 300 450 RIV. CO. 23-0172
(R&M R2)
l3
4
------------- --� SEE DETAIL "B"
#9 �/;�HEREON
#10
\ #11 ; MB 451 /29-63
#12 i LOT 22 N
s
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF A PORTION OF SECTIONS 1 AND 2,
TOWNSHIP 5 SOUTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN
PARCEL "A" LLA. 3556 1 ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS
INST. # 1992-127456 O.R. I 1 r\ I?goo i �\
REC. 04/09/1992 ' o°' I \ W WEBB E
a,
POR. PARCEL "1 " OF �� R,3o\�30
INST. #2007-0302294 O.R. �R�?9 296, °°0' °°00
REC. 05/04/2007 6000, °°' a_; 'u. 3 l �S->o s
629 66,
\ N I S6, 29y ! 56�0
1 °0 !
�, \�
IO�O
W I
_
SOS `.02,
•OS �•Z>\�J `O
FD. 1" IP W/ PP,
LS 5390, IN MEDIAN
PER RS 149/4-6
w MATCH LINE
V)
o
.
\
1
MB 451/29-63
FD. 2" IP, OPEN, ON, 0.5'
LOT 15
PER RS 128/25-29; S50'23'14"E 1.45'
FROM EC, DID NOT ACCEPTED AS POINT ON
C/L OF RAILROAD
N43'11'12 E(R) 60.00'
q.
.�s
P
� I 69.29 ACRES �,S Rss I
FD. 1" IP W/ N&T, LS 5390, FLUSH
PER RS 149/4-6
2A6 6RS
\ rj',
>>, " SFN \QJ \ �9 �J
N47'50 50'E(R) - \ �2
FD. 2" IP W/ MAGNAIL, NO TAG, DN. 1.0'
PER RS 128/25-29; S51'25'08"E 1.05' FROM BC
(S51'24'58"E 1.08' FROM BC PER R1)
\ OF TEMESCAL CANYON ROAD
100.00' (TIES P �+ \ PER BOOK 867, PAGE 53 OF DEEDS,
REC. 04/15/1930
(ESTABLISHED AS SHOWN ON RS 149/4-6)
N'ASS 57,� ,y PARCEL "B" LLA. 3556
I I 0>1 q \ INST. #1992-127456 O.R.
I r7 as, REC. \ REC. 04/09/1992
to
PARCEL 5382-1 AS SHOWN ON °6'�1 POE. PARCEL "'I" OF
CALTRANS R/W MAP NO. 400013 J q,Q �,�� OJ \ INST. #2007-0302294 O.R.
N PER GRANT DEED DOC. 2023-0342314, �'ST cF 4 '66, \ REC. 05/04/2007
REC. 11/14/2023, O.R. , 6+
o �� !9 \ \
c o� o\ �,� S�NTq cy�`r0 \
��I , s
N BlyS2sr,, 19 p`SSS F� jO \
N 9�
FD. 1" IP W/ PP, PLS 3069, FLUSH 28' 6, �i� �•Q �'9 \
d PER RS 128/25-29 ('1'S,, ,p, `sT A C \
I J ?O CF\ /
0
z 2�SBly FC Off\ ! � � \
O) OSS D,r
(I
2 1
11 \12
SFN, EST. BY RECORD DISTANCE
PER RS 85/45-47
1 " = 150'
150 0 150 300 450
FF�
qy o
ti
N89'08'10"W 2634.59' (N89'08'08"W 2634.63' R1) 32.69
163,46'
(163.45' R1)
EST. BY INT. PER RS 85/45-47
F- SECTION LINE
\ \ I
\105.99'
(106.08' R1) \I
�\ \ 1
12
N44'28'59"E(R)
----------------
FD. 1 " IP W/ PP, CAL DOT, FLUSH
PER MONUMENTATION MAP NO. 204-985
& RS 128/25-29
N46'44'22"E(R)
(N46°44'08"E(R)(R5)
JUNE, 2023
MONUMENT TABLE
POINT #
DESCRIPTION
9
FD.
N&T TIE, LS 5390 TIE, ON TC PER CR
17-0618
10
FD.
N&T TIE, LS 5390 TIE, ON TC PER CR
17-0618
11
FD.
N&T TIE, LS 5390 TIE, ON TC PER CR
17-0618
12
FD.
N&T TIE, LS 5390 TIE, ON TC PER CR
17-0618
23
FD.
N&T IN LEAD (TIE), LS 5390, PER CR
17-0616
24
FD.
N&T IN LEAD (TIE), LS 5390, PER CR
17-0616
26
FD.
N&T IN LEAD, LS 5390 TIE, PER CR 17-0616
27
FD.
N&T IN LEAD, LS 5390, PER MB 451/29-63
28
FD.
N&T IN LEAD (TIE), LS 5390, PER CR
17-0616
29
FD.
N&T IN LEAD (TIE), LS 5390, PER CR
17-0616
30
FD.
N&T IN LEAD, LS 5390, PER MB 451 /29-63
CL OF CONSTRUCTION
PER RS 149/4-6
SFN
000 .0p,
S
\
\
FD. 2" IP, BRASS DISK, PLS 3069, FLUSH
PER RS 149/4-6 & RS 143/16-19;
ACCEPTED AS S. 1 /4 COR., SEC. 1
N31' 17' 15"W 135.67'
670.22' (669.99' R3)
/� T5S P, \ EST. BY INT.
14- s�`SECTION LINE
Y4 -§ Wl 2 RS 136/94-100
1989
\�s S.
69
1.15' (301.18' R 1)
-FD. 1" IP W/ PP, CAL DOT, FLUSH
PER MONUMENTATION MAP NO. 204-985
& RS 128/25-29; S38'34'52"W 0.17'
FROM CALTRANS R/W
2oz3-ps��a�6
SHEET 3 OF 3 SHEETS
BOUNDARY ESTABLISHEMENT NOTES:
1O SFN, EST. BY RECORD ANGLE & DISTANCE PER RS 149/4-6. NOTHING SET.
(MONUMENTS WERE DESTROYED BY CONSTRUCTION AND NOT REPLACED).
------------`----------------------------------
\ OF CONSTRUCTION j
PER RS 149/4 6 `J`J WEBB E j
45.92' 145.84'1 S f
-'-50.44 j5O.45'j DETAIL "B"
I \ SCALE: 1 "=60'
i EST. PER CR 17-0618 TF*FSc \2¢°°°0' I
I
q�
\ so°000 °oo p
i � N ,Q � •s�o I
�R,2 \296q 00,
336�9 63p ! 86 I
PARCEL "A" LLA. 3556 d,��•
INST. #1992-127456 O.R.
I REC. 04/09/1992 !��°S °-0�. 2J \ I
OF TEMESCAL CANYON ROAD
I PER BOOK 867, PAGE 55 OF DEEDS, REC. 04/15/1930
(ESTABLISHED AS SHOWN ON RS 149/4-6) I
L------------------------------------------------�
LINE TABLE
LINE #
DIRECTION
LENGTH
DIRECTION
LENGTH
L1
N80'10'12"W
589.19'
(N80'10'15"W R2)
(589.19' R2)
L2
N80'11'24"W
79.85'
(N80'11'27"W R2)
(79.89' R2)
L3
N60'34'01 "W
402.94'
(N60'34'04"W R2)
(402.98' R2)
L4
N60'25'17"W
332.13'
(N60'25'20"W R2)
(332.13' R2)
L5
N60'25'17"W
332.13'
(N60'25'11"W R1)
(331.94' R1)
FD. 1" IP, OPEN, LEANING ELY
"DISTURBED", NOT ACCEPTED AS POINT
ON OLD C/L OF TEMESCAL CANYON RD
\� SFN, EST. BY PRORATION
/ PER RS 149/4-6
_N29'38'52"W 99.97'
(N29'38'55"W 100 00' R2)
(N80'09'11"W 589.38' R1)
(N60'25'11 "W 331.94' R1)
CO3\
T5S SG��
S1 S6 3:,
S12 S7
O \ FD. 1" IP W/ PP, LS 5390, FLUSH FD. 2" IP ALUM DISK, RIV CO, IN ROCK MOUND, UP 1.6'
ACCEPTED AS S.E. COR., SEC. 1 PER RS 128/25-29
PER CR 17-0622 & RS 149/4-6
N89'09'57"W 2636.19' (N89'09'56"W 2636.12' R1) (N89'09'53"W 2636.10' R3)
1965.97' (1966.11' R3) 1 6
CPO R=2400.00' 6=1'39'04" L=69.17'
6' (R=2400.00' A=01'38'58" L=69.10' R2) 12 7
�`� �3 FD. 1" IP W/ PP, LS 5390, FLUSH
\ PER CR 17-0622 & RS 149/4-6
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
RADIUS
DELTA
LENGTH
C3
1532.69'
9'15'58"
247.87'
(1532.69' R1)
(09'16'03" R1)
(247.91' R1)
C4
4150.00'
2'15'22"
163.42'
(R&M R5)
(R&M R5)
(R&M R5)
RIV. CO. 23-0172