cr24_2520CORNER RECORD Agency Index CR240595
Document Number
"ity of Unincorporated area of Mountain Pass County of RIVERSIDE
Brief Legal Description T7S R5E S17 LOT 68 OF MB 55/94 TRACT 3380
California
CORNER TYPE COORDINATES (Optional)
N. E.
® Government Corner ❑ Control Elevation
❑ Meander X❑ Property Units ❑ Metric X❑ U.S. Survey Foot
j_'
,7
- --
❑Rancho ❑Other --------
Horizontal Datum
Zone Epoch Date
Date of Survey July 14, 2024 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) ® 8771 ® 8773 ® Other:
Comer/ Left as found Established ® Rebuilt ❑ Pre -Construction
Monument: Found and tagged Reestablished ❑X Referenced ® Post -Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed.
Q See sheet #2 for description(s):
SURVEYOR'S STATEMENT
This Comer Record was prepared by me or under my direction in conformance with
the Professional Land SuWyor"ct on
Signed
P.L.S. or F?r E. No. 9842
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 3
and examined and filed d
Signed P.L.S. or R-EE. No. iNb i
Title a Y
County Surveyor's Comment
,���� 1-AND sG�G
Jonathan M Johnson �0
LS 9842
'-'E OF CAiLtF e
No 8488
123Z 24
BPELSG-2016
Page 1 of
Uocument plumber -PC-✓ Agency Index UK2
30' DRAINAGE
EASEMENT
SET RIVET & WASHER
"ILS LS 9842" IN 5'X3'
33,
33,
BOULDER. FLUSH
ESTABLISHED VIA
RECORD DISTANCE
A
DISTANCE
INTERSECTION
n
7
t[
F
M4
lk
SET 1" IRON PIPE I 1 \
W/ TACK & TAG 1 i1
"LS 9842" DN 0.2'
ESTABLISHED VIA
SINGLE
PROPORTION Q`
FROM BC AND EC AT RIGHT OF WAY LOT 68
1
FD 2X2 HUB W/ NO
TAG, HELD POINT
OF NAIL
PENATRATION,
DN 0.5'
MB 055/92-95
REPLACED WITH
1"IRON PIPE W/
TACK & TAG "LS
9842" DN 0.2'
M11
FD 2X2 W/ TACK &
TAG "LS 2344" DN 1.8'
MB 055/92-95
SURVEYOR'S NOTES
Ml
FD 2X2 HUB W/ NO TAG, HELD
POINT OF NAIL PENETRATION,
RESET W/ 1" IRON PIPE W/
♦fin TACK & TAG "LS 9842" DN 0.2'
` ` FD 2X2 HUB W/ NO TAG,
HELD POINT OF NAIL
PENATRATION, FLUSH
MB 0.55/92-95
REPLACED WITH 1" IRON
PIPE W/ TACK & TAG "LS
FD NAIL & TAG 9842" DN 0.2'
"LS 2344" FLUSH
IN ROCK
MB 055fN2-45
NN
X13
FD 3/4" IRON PIPE
WITH TACK &
TAG "LS 4297", I
6 DN 0.1'
1 CR 05/847
FOUND I" IRON PIPE WITH TACK & TAG "LS 2344" DN 0.4' PER MB 055 / 92-95
■ FOUND MONUMENT SEE NOTE
O SET MONUMENT SEE NOTE
MI N 520 15' 00" E 414.35' N 520 15' 00" E 414.22' PER MB 055 / 92-95
M2 N 5.20 15' 00" E 52.87' (N 520 15' 00" E_ 52.82' PER MB 055 / 92-95)
M3 S 370 44' 30" E 69.87' S 37° 45' 00" E 69.76' PER MB 055 / 92-95
M4 R=150.00' L=100.62'(R=150.00' L=100.57' PER MB 055 / 92-95)
M5 N 520 15' 00" E 200.02'(N 520 15' 00" E 200.00' PER MB 055 / 92-95)
M6 S 360 38' 08" E 232.92' S 36o 3605" E 232.95' PER MB 055 / 92-95
M7 N 520 15' 00" E 150.00' N 520 15' 00" E 150.00' PER MB 055 / 92-95
M8 S 42o 42' 21" E 240.65' S 420 42' 02" E 240.65' PER MB 055 / 92-95
M9 S 100 30' 45" W 295.00' S 100 35' 00" W 240.65' PER MB 055 / 92-95
M10 A= 500 09' 17" R=117.00' Lr104A6' A= 51' 10' 00" R=117.00' L=104AS' PER MB 055192-95
Ml l A= 75' 44' 00" R=150.00' L=198.27' A= 75' 45' 00" R=t50.OV L=198,31' PER MB 055192-95
M12 S 52o 04' 35" E 145.79' S 52o 00' 00" E 145.79' PER MB 055 / 92-95
M13 A= 1840 02' 08" R=150.00' L=48I.80' (A= 1820 17' 48_R=150.00' L=477.25' PER MB 055 192-95)
M14 A= 240 34' 42" R=117.00' L=50.19' A= 24' 35' 00" R=117.00' L=50.20' PER MB 055 / 92-95
M15 N 08o 00' 30" W 259.09' (N 080 00' 30" W 259.09' PER MB 055 / 92-95)
BPELSG-2016 Page 2 of 2