HomeMy WebLinkAboutRS0188P0009-0010SHEET 1 OF 2 SHEET
RECORD OF SURVEY 24-00147
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE BEARING BETWEEN CALIFORNIA REAL TIME NETWORK
(CRTN) STATIONS EL-MIRAGE-CS2008 AND BALDY MESA-CS2004. COORDINATES
SHOWN HEREON AS NORTH 37'01'44" WEST, ARE BASED ON THE CALIFORNIA
COORDINATE SYSTEM OF 1983, CCS83, ZONE 5, (EPOCH 2O17.50) IN ACCORDANCE
WITH THE CALIFORNIA PUBLIC RESOURCES CODE SEC11ONS 8801-8819; SAID
COORDINATES ARE BASED LOCALLY ON FIELD OBSERVED TIES TO THE FOLLOWING
CALIFORNIA SPATIAL REFERENCE NETWORK, OR EQUIVALENT STATIONS:
STATION
NORTHING
EASTING
ELEVATION
P582(DN7427)
2,053,505.0830
6,697,375.5990
2,888.78 FEET (NAVD88)
P470(DH4101)
1,991,209.5680
6,744,367.9780
3,359.48 FEET (NAVD88)
MAPPING
MAPPING
GRID COMBINATION
STATION
ANGLE
FACTOR
ELEVATION
POINT A
-012'37.24"
1.000293955
4639.34 FEET
(NAVD88)
CSRS PUBLISHED ACCURACY IS BASED ON 2 SIGMA (95%) CONFIDENCE FOR NETWORK
IN ACCORDANCE WITH REFERENCE 8813.3, 8815.1 AND 8815.5 OF THE PUBLIC
RESOURCES CODE. DISTANCES, IF ANY, SHOWN HEREON ARE GROUND DISTANCES TO
OBTAIN GRID DISTANCES MULTIPLY THE GROUND DISTANCE BY 0.999706131.
SURVEYOR'S NOTE
1. THIS RECORD OF SURVEY IS BEING FILED IN ACCORDANCE WITH THE
PROFESSIONAL LAND SURVEYOR'S ACT SECTION 8762(B).
2. THERE ARE SOME MAPS OF RECORD THAT HAVE TREATED THE SECTIONAL
CORRECTION LINE AS A CLOSING LINE, NOTABLY RS 83/84 & RS 33/84-85
ADJACENT TO THE SE 1/4 OF SECTION 29 AS SHOWN ON THIS RECORD OF
SURVEY. THIS RECORD OF SURVEY ALSO WILL TREAT THE SEC11ONAL
CORRECTION LINE AS A CLOSING LINE, AVOIDING ANY GAPS OR OVERLAPS WITH
THE ADJACENT SECTION TO THE SOUTH.
3. DISTANCES SHOWN PER (R5) ARE CALCULATED GROUND PER SCALE GRID TO
GROUND COMBINED SCALE FACTOR OF 1.000281006, PER (R5). NORTH -SOUTH
AND WEST -EAST CENTER SECTION LINES ARE CALCULATED PER (R5).
SEC, FND 2-1/2" B.C.
19 PER (R3). HELD AS
THE NW COR. SEC. 29.
N89'39'37"E 2633.49'
(N89'39'41"E 2633.49' R5)
N N
Z�
N �
j C)NUJ 1/4
N
O N
O O
Z o
U)
i
FND 2-1/2" B.C.
(HELD FOR THE W 1/4
Ca
COR. SEC. 29 PER (R1).
-
U 2646.43' (2646.38' R5)
t� (2646.21 R7)
Ln
cD CV
(n O
I00o �
N LO N
N W Sw 1/4
L 0
II�00 o°Oo
z o 0
vZ
jN89'49'08"E 124.35'
(S89.34'21 "W 124.26' R5)
(N89'51'58"E 1224.33' R1)
(2522.86' R4)
(2523.17' R5)
2523.02'
SE C 1 S89'49'20"W 2641.15'
31 FND 2-1/2" B.C.
ON 2" I.P. NW COR
SEC. 32 PER (R1)
I
I
FND 2-1/2" B.C.
ON 2" I.P. HELD FOR
THE SW COR. SEC. 29
-� PER (R1)
i
I
SEC. 20
IN THE UNINCORPORATED TERRITORY OF SAN BERNARDINO COUNTY, STATE OF CAUFORNIA,
BEING THE SOUTHEAST 1/4 OF SECTION 29, TOWNSHIP 4 NORTH, RANGE 7 WEST,
OF THE SAN BERNARDINO MERIDIAN.
JU N E 2024
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 TRANSITION HABITAT CONSERVANCY OF IN MAY, 2024.
DATED THIS 10TH DAY OF OCTOBER 2025.
rk
v
KIER+WRIGHT
500 La Terraza Blvd., Suite 102 Phone: (760) 441-7458
Escondido, CA 92025 www.kierwright.com
SURVEYOR'S STATEMENT
r
vW.
LEGEND
BOUNDARY OF SUBJECT PROPERTY
MI OR W. SMITH, P.L.S. 6856
- - - - EASEMENT LINES
- - - - - - - - TIE LINES
`�'No. 6856
F CAUE�
- ------ SECTION LINES
• FOUND MONUMENT AS NOTED HEREON.
Q• FOUND CRTN STATION AS NOTED HEREON.
COUNTY SURVEYOR'S
STATEMENT
(R#) INDICATES RECORD INFORMATION AS
SHOWN IN REFERENCES TABLE
THIS MAP HAS BEEN EXAMINED IN
ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL
LAND SURVEYORS' ACT THIS 2-I
DAY OF <f:;;G70 SEA . 2025
REFERENCES
�� uNp
RYAN HUNSICKER, COUNTY SURVEYOR
y�0 NU NS SG
'O�
SAN BERNARDINO COUNTY
(R1) RS 29/77 (R6) RS 31 /55
(R2) P.M.B. 74/20 (R7) P.M.B. 54/95
CL
(133) C.S.F.B. 489/23 (R8) P.M.B. 50/36
PLS N0. 8302
L.S. NO. 8302
(R4) RS 65/72 (R9) M.B. 97/96-99
(R5) CS 14150-C (R1 0) P.M.B. 61/93
Or r-11A
POINT A
FND 2 1/2" BRASS CAP STAMPED "USGLO NE
CORNER SEC 29", DOWN 0.25', PER RS 5/98.
HELD AS THE NE COR. SEC. 29. SAID POINT
HELD AS THE GRID TO GROUND SCALE POSITION.
SEE BASIS OF BEARINGS STATEMENT AND DETAIL.
N: 1972413.623
E: 6674806.014
P582(DM7427) N
DESIGNATION:
/ \\ EL-MIRAGE-CS2008
/ \ CORS GRP
o \ N:2,053,505.083
;W \ D=-O'12'37.24"
E:6,697,375.599
\\ 0 250' 500' 1000'
\ Scale 1 " = 500 ft
ILP
EC. 21 \\9ss
\7 01,
\ CO 9
--
N89'35'39"E 2636.41'
(N89'35'29"E 2636.44' R5)
\
\
RE-ESTABLISHED N 1/4 COR. OF
j
CD
\ J
�.
SEC. 29, FROM TIES SHOWN ON
-�
\
co
RS 177/08, SEE DETAIL "B"
o 0
\
C)
iCOo
SHEET 2 OF 2 N 1/2
O��
^
0
\
OF NE 1/4
° j N 0 CD
\\
FND 1" I.P. W/PLUG
cc
O N N
\
\
"LS 3490". CENTER -NORTH
�;
N � _'
\\
1/16TH PER (R1 0)
o N �
--4-
S89'37'54"E 0.31 ,
CO
Z
HELD FOR DIRECTION.
r?
I o
\
-
N89'37'54"E 2633.88' (N89'57'12'E 2635.36'
--
R8)
I
FND 2" I.P. FILLED
\
\
40.00' OFFER OF DEDICATION
I
L
W/CONCRETE, NO TAG,
\\
.-.
P.M.B. 35/2-3)
IN LIEU OF TAG "RE
\
_
00 1 I
13191 NORTH 1 /16TH
\
00 N
COR. PER (R9).
\
po M
toC,4 CD
I
\
\
00
D22-
n 311
m
o S �/�
P
FND B.C. ON 1" I.P.
•
0 M
_ 1 ,�;
W
M
.-
,,,
HELD FOR THE EAST 1/4
COR. SEC. 29 PER (R6).
am ,
o z
o
ao
�
LO
m
r
-
(
N: 1969781.380
E: 6674815.590 ���'
'�
P470(DH4101)
0
Y
0
_
o F
z
I
��' ��8•A5
`GR���
DESIGNATION:
BALDY MESA CS2004
SEC, 29 En
7 N, � M (N89'42'05"E 5277.42' R5)
N89'42'09"E 5277.79'
SFNF, J
ESTABLISHED BY
INTERSECTION
30.00' ROAD EASEMENT
(BOOK 7134/136, O.R.)
U-)�
N
Ln N
N
C�
M O
LOo
N Z
II
2631.35' ::a
(2631.04' R5) (2633.46' R8)
DOC. NO.
2022-0245332, O.R.
SE 1/4 OF
SECTION 29
RE-ESTABLISHED S 1/4 COR. W
OF SEC. 29 BY PROPORTIONATE mUj
o
MEASUREMENT BETWEEN N 1/4 a
COR. OF SEC. 32 & SW COR. all
SEC.29 PER (R5), SEE DETAIL M
"A", SHEET 2 OF 2
SECTIONAL CORRECTION LINE o
-(118.14' R5) PER GOVERNMENT PLAT DATED o m 114.46
118.13' SEPTEMBER 8, 1919 M (115.12 R5)
-
-- S89'48'55"W 2624.52'
SE C. 32 FND 2-1/2" B.C. ON 2"
I
I.P. PER (R5). NO.14'54"W
FND 2 I.P. W/S.B.C.B.C. 2.10 FROM CALCULATED
FND 2-1/2" B.C. ON FOR THE NORTH 1/4 COR. OF POSITION SHOWN
2" I.P., LAYING ON SECTION 32 PER R5
FND 2-1 /2" B.C. ON
SIDE.
SEC. 32 'PER (R5).
N�25236 �2 N:1,991,209 5680
SE C. 2 E:6,744,367.9780
---
40.00' PUBLIC ROAD
(DOC. NO. 85-031697)
40.00' OFFER OF DEDICATION
(P.M.B. 35/2-3)
ABBREVIATIONS
B.C.
BRASS CAP
COR
CORNER
CS
COUNTY SURVEYOR
C:S.F.B.
COUNTY SURVEYOR'S FIELD BOOK
FND
FOUND
GLO
GENERAL LAND OFFICE
I.P.
IRON PIPE
M.B.
MAP BOOK
O.R.
OFFICIAL RECORDS
P.M.B.
PARCEL MAP BOOK
RS
RECORD OF SURVEY
SEC.
SECTION
USGLO
UNITED STATES GENERAL LAND
OFFICE
- SAN BERNARDINO COUNTY RECORDER'S STATEMENT
THIS MAP HAS BEEN FILED UNDER DOCUMENT NUMBER 20? , - 0 21 34.3
THIS ��'� DAY OF N 040 ►30x- 2025, AT _ 3..3 M.
U IN BOOK � OF RECORDS OF SURVEY, AT PAGE I L
tt1 AT THE REQUEST OF TRANSITION HABITAT CONSERVANCY.
IN THE AMOUNT OF: ; 3
JOSIE GONZALES
ASSESSOR -RECORDER
SAN BERNARDINO COUNTY
BY: LkA ��&A 9<;,,-�v
EPUTY RECORDER
Z:\2023\A23453\DWG\SURVEY\A23453.13\ROS\A23453-13-ROS.dwg 10-08--25 08:34:53 AM msmith JOB: NO. A23453.13
SHEET 2 OF 2 SHEET
RECORD OF SURVEY 24-00147
IN THE UNINCORPORATED TERRITORY OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA,
BEING THE SOUTHEAST 1/4 OF SECTION 29, TOWNSHIP 4 NORTH, RANGE 7 WEST,
OF THE SAN BERNARDINO MERIDIAN.
LEGEND
-- BOUNDARY OF SUBJECT PROPERTY
EASEMENT LINES
— — — — — — — — 11E LINES
SECTION LINES
• FOUND MONUMENT AS NOTED HEREON.
AQ FOUND CRTN STATION AS NOTED HEREON.
(R#) INDICATES RECORD INFORMATION AS
SHOWN IN REFERENCES TABLE
REFERENCES
(R1)
RS 29/77
(R6)
RS 31/55
(R2)
P.M.B. 74/20
(R7)
P.M.B. 54/95
(R3)
C.S.F.B. 489/23
(R8)
P.M.B. 50/36
(R4)
RS 65/72
(R9)
M.B. 97/96-99
(R5)
CS 14150-C
(R10)
P.M.B. 61/93
SURVEYOR'S NOTE
1. THIS RECORD OF SURVEY IS BEING FILED IN ACCORDANCE WITH THE
PROFESSIONAL LAND SURVEYOR'S ACT SECTION 8762(B).
2. THERE ARE SOME MAPS OF RECORD THAT HAVE TREATED THE SECTIONAL
CORRECTION LINE AS A CLOSING LINE, NOTABLY RS 83/84 & RS 33/84-85
ADJACENT TO THE SE 1/4 OF SECTION 29 AS SHOWN ON THIS RECORD OF
SURVEY. THIS RECORD OF SURVEY ALSO WILL TREAT THE SECTIONAL
CORRECTION LINE AS A CLOSING LINE, AVOIDING ANY GAPS OR OVERLAPS WITH
THE ADJACENT SECTION TO THE SOUTH.
3. DISTANCES SHOWN PER (R5) ARE CALCULATED GROUND PER SCALE GRID TO
GROUND COMBINED SCALE FACTOR OF 1.000281006, PER (R5). NORTH -SOUTH
AND WEST -EAST CENTER SECTION LINES ARE CALCULATED PER (R5).
ABBREVIATIONS
qrk
5'j KIER+WRIGHT
500 La Terraza Blvd., Suite 102 Phone: (760) 441-7458
Escondido, CA 92025 www.kierwright.com
DETAIL "A"
NOT TO SCALE
SOUTHEAST 1/4 SEC, 29
B.C. BRASS CAP
COR CORNER N �o
CS COUNTY SURVEYOR 3 FD. 2-1 /2 B.C. ON N
C.S.F.B. COUNTY SURVEYOR'S FIELD BOOK 2" 2., S B.C. E 2 LP., SE COR SEC. 3
2" I.P., SW COR SEC. 0 29, PER (R5) �
FND FOUND 29, PER (R5) (N88'50'22"W 115.12' R5)
GLO GENERAL LAND OFFICE N89'49'08"E 124.35' z o N89'08'03"W 114.48'
I.P. IRON PIPE Z
M.B. MAP BOOK N89'49'20"E 2641.15' (N89'45'34"E 2509.66' R5)
O.R. OFFICIAL RECORDS 1 _ __'
P.M.B. PARCEL MAP BOOK / 2523.02 = 0.11 118.13 _ _ N89'46 03 E 2510.06 _ _ _2. 0 -
RS RECORD OF SURVEY r�N89'49'29"E 2523.02' --N89'46'03"E 118.13'- - 2510.06 - 114.46i
SEC. SEC11ON (N89 49'53"E 2523.17' R5) (N89'45'34"E 118.14' R5) \�_ S89'48'55"W 2654.52' FD. 2-1/2" B.C. ON
USGLO UNITED STATES GENERAL LAND 1 2" I.P., NE COR SEC.
OFFICE FD. 2-1/2" B.C. ON FND 2" I.P. W/S.B.C.B.C. j 32, PER (R5)
2 I.P., NW COR SEC. FOR THE N 1/4 COR. OF
32, PER (R5) SEC. 32 PER (R5)
RE-ESTABLISHED S 1/4 RS 83/44
COR. SEC. 29 POSITION
PER (R5), NOTHING SET
N
D--0'12'37.24"
m
0
NOT TO SCALE
DETAIL "B"
NOT TO SCALE
RE-ESTABLISHED N 1/4 COR. SEC. 29
PER TIES RS 177/08, NOTHING SET
POWER POLE IN LOCATION OF COR.
N89'39'37"E 2633.49' N89'35'39"E 2636.41'
34.19'
FD. NAIL, PER RS
0 95/82, C.S.F.B.
4150/636 & RS 177/08
cV
N C�
Ln I r`
of
r 041
SFNF, N&F z �FD. NAIL AND TAG
IN BRANCH LS 5803 PER RS 177/08
PER C.S.F.B. 4150/300
TREE HAS BEEN SEVERLY
PRUNED I
Z:\2023\A23453\DWC\SURVEY\A23453.13\ROS\A23453-13-ROS.dwg 10-08-25 08:35:39 AM msmith
JOB: NO. A23453.13