HomeMy WebLinkAboutRS0182P0070-0070RECORD OF SURVEY 24-00227
UNINCORPORATED AREA OF THE COUNTY OF SAN BERNARDINO
IN THE
STATE OF CALIFORNIA
BEING A SURVEY OF A PARCEL OF LAND LYING WITHIN THE WEST HALF OF THE NORTHEAST
QUARTER AND A PORTION OF THE WEST HALF OF SECTION 33, TOWNSHIP 10 NORTH, RANGE 6
WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA,
DESCRIBED AS PARCEL 1 OF GRANT DEED RECORDED MARCH 28, 2019, IN DOCUMENT NO.
2019-0095641, OFFICIAL RECORDS OF SAID COUNTY.
SMITHCO SURVEYING ENGINEERING - SEPTEMBER 2024
STATEMENT OF PURPOSE:
THIS MAP IS BEING FILED PURSUANT TO SECTION 8762(b)(5) OF THE PROFESSIONAL LAND SURVEYORS' ACT TO
INDICATE MONUMENTS SET DURING THE PERFORMANCE OF A FIELD SURVEY OF DEED, DOC. #2G19-0095641, O.R.
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 A T THE OL N SU .
REQUEST OF GEOLINE SURVEYING, INC. IIV SEP TEM, BER 2024.E
141
L.S. 9052 �`�
d 'A.R TA GNAN ALBA, P.L.S. N0, 9052 DA TE
COUNTY SURVEYOR'S STATEMENT:
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND
SURVEYORS' ACT THIS _ 21 TN_-- DA.Y OF-----�--------- 2042�s_ --
OF CALL
SHEET 1 OF 1
SAN BERNARDINO COUNTY RECORDER'S CERTIFICATE:
THIS MAP HAS BEEN TILED JNDER DOCUMENT NUMBER?0Z'`r �_�_ Z-��_ _ T c� �_�_�'"�
_-_--, 20_�8 , AT �• SlM. IN _ROOK _Td Z- OF + RECORD^OF
DAY OF _,►�J_wX,L_____ .
SURVEYS AT PAGE _ 0___-_- AT THE REQUEST OF-''^4T 44 ^. UVE I
IN THE AMOUNT OF $---- [L------- . � v 9 y%y It*
JOSIE GONZALES
I
ASSESSOR -RECORDER
SAN BERNARDINO COUNTY
I
B Y.
DEPUTY RECORDER
---------- 410
-�______________
DEPU
;
HORIZONTAL CONTROL SCHEME:
"�PGN CA 08-G5" PIE) FT1610
NOT TO SCALE � � )
PUBLISHED VALUES CCS83 (2010,00) NOTE: ELEVATIONS SHOWN HEREON
' N: 2189244 ARE BASED ON THE NORTH
N06'25'314 E: .72 6702660
' AMERI CAN ✓ER 17CAL DATUM, 0;F
I
35720.93' GRID
1988 (NAVD88) USING NATIONAL I
��. z o GEODETIC SURVEY (NGS) STATION
"A 290" (PID ,17-T0546) HAVING AN
ELEVATION OF 2479.16 FEET.
IDO,
I
,n
cps CONVERGENCE ANGLE
o A T S 114 CDR. SEC. 33:
t 0 °16'32.40 "
S1; 4 COR. SEC. 33 N� _ _ „HDDGE" (PID EV1119)
N: 2153746.38� S25S� -``��-
E: 6706658.14 7024� j �4 ; , _ , PUBLISHED p� LIES CCS83 (2010.00)
ELEV . 3104.53 GA'/G ``�-��iE: 6810612.61
CONVERGENCE ANGLE & COMBINED SCALE FACTOR:
CALCULATIONS MACE AT THE SOUTH ONE -QUARTER CORNER OF SECTION 33, TOWNSHIP 10 NORTH, RANGE 6
* Pis No.8302 * WEST, S.B.M., MARKED BY A 1.5" DIA. IRON PIPE MONUMENT (N 2153746,38; E 6706658.14; ELEV 3104.53).
A. COMBINED SCALE FACTOR: 0.9997824
B. CONVERGENCE ANGLE +0 16 32.40
RYAN HUNSiCKER( -144TF o� �A��F° C. ALL DISTANCES .SHOWN HEREON ARE GRID DISTANCES. TO CONVERT GRID DISTANCES TO GROUND
COUNTY SURVEYOR, SAN BERNARDINO COUNTY DISTANCES, MULTIPLY THE GRID DISTANCE BY THE COMBINED SCALE FACTOR. OF 1.0002176
L.S. NO. 8302
N/W COR. SEC. 33 FD. 2.5 1. P. W/ B. C. MK'D
FD. 1.5" I.P. W f B.C. MK'D FOR SEC. COR, "L. A. D. W. P. L. S. 3280 " DN. 1
STAMPED "RCE 5344 , DATED 1966, PER D. UNKNOWN ORIGIN F2.0' DIA. ROCK MOUND W/
` R6, UP 4", IN 1.5' DIA. ROCK MOUND IX2FD. DECAYED WOOD POST, PER
FD. 2.5 " I. P. W/ B.C. MK'D 286 4. 21 �'' N/E CDR. SEC. 33
r "L. A. D.W.P. L.S. 4612 " PER - 116 7.85 - -- R8, UP 3 . SEE NOTE 3. FD. 2 " I. P. W/ BRA SS TA G MK'D
Ngg°3g'30„E R8, DN. 1" 918.28' - - _._'�- - ANGLE EXAGGERATED FOR CLARITY(5293.84' R11) (80.06 CHS. R2) "L.S. 5941 ", PER R11, UP 2", IN I
29 778.04' RB)-� i ._.- - - -" - - - ° » 1.5' DIA. ROCK MOUND
28 778.08 ( N89 49 30 W 5293.84 MEAS. 28 27
2649.25' (2649,23' R11) (2648.91' GRID R3) (40.03 CHS R2) _ 2644.59' (2644.60' R11) (40.03 CHS. R2)
IL
I 770.70(770.69' R10) 1099.09' %'i L6 L1 ��� 1322.30' (1324,74' R3) .I 1322.29' - - -
32 33 1869.79' ' (1869.7' RIO) (1869.45' GRID R3)� to �' L3 N1/4 COR. SEC. 33 E1/16 COR. 33 34
SEC. 33 & 28
ES TB. BY IN of- -� NS.N.F. RE-ESTABLiSHEO
BY RECORD i
-on N Y L4 DISTANCE (GRID) PER R3. LEGEND: j Cc < N �p L5 �' CORNER MK'D W/ A BRASS DISK IN
cr z\ t�. I LIEU OF A BRASS WASHER -- SECTION & ALIQUOT LINES
�137.47 N68°40 08 E 22.12 7- N
22.12' R10 i � n I FD, MON. AS DESC.
( ) y W1/2 OF NE1/4, SEC. 33
w ■ FD. 6 Xn CONC. MON.
Z.
INS. #2016-0133031, O.R. �yl
- cc-�� CURVE TABLE 0 SET 2" I.P. W/ BRASS j
t N �'� , R , CURVE RADIUS LENGTH DELTA WASHER MK'D "LS 9052"
o C/L BOOK 6829, PAGE 180, D.R. a 6
C° �- C).ct C1 4139.10' 107.18' 129'01" UNLESS OTHERWISE STATED
HELD DISTANCE CALLS PER DEED:
A) 3080.51 (GRID) ALONG SOUTH 3 C2 41 J9.10 1224.69 16 5710 X NOTHING FOUND OR SET
LINE SEC. 4, T9N/R6W N 6, r- � I C3 4139.10' 1 74.79' 1 °02'07" (R1) RECORD DATA I j
REFERENCES: i, B) 2587.21 ' (GRID) ALONG WEST N ( BK. BOOK
I N 6' MON. LIES 0.53 FROM TRUE 7
CEN TER o Q LINE SEC. 28, T10N R6W z � �-- �,, L
R 1 1856 USGLO PLAT ` z POSI TION PER R10 CHAfN
T9N� R6W, , „ , C) CHS.
�� 7 SB,M , N2124 22 W 276.65 p CD,R. CORNER _
R2 I5_56 USGLO PLAT (276,66 RIO) c� " RP oo v
r; 9 E caLo
n o T10N/:R6W, SBM N68°37'19"E 117.41' N $°3� 1 '---- - cv DN. DOWN I o�
r•; N R3 1952 HWY MAP, , 6 ' ESTB. ESTABLISHED (Z
(117.41 RIO) w
N I V1I1-SBD-145-C N FD. FOJND (�
cy R4 1961 CSFB 439/29 1 i "' - --10°06`� I. P. IRON PIPE ,
o
MON. LIES 0.15 I R5 1961 CSFB 450j 16 i o �
INS. INS S TRUMENT
R6 1966 RS 25 40-52 FROM TRUE POSITION �, � N TOTAL z T
o
Z 'Qr'✓ PER R10 �� R=4139.10' L=1406.66' D=19°28'18" INT. iNTER SEC r ION o N
'd R7 1970 CSFB 567/20-21 a, ,., , , » MEAS. MEASURED z `-
�-- (R=4139.18 L=1406.68 D=19281$ R11) i
o R8 1996 RS 105172-93 c� o Ln MK'D "MARKED
N R9 2015 RS 15711-2 s, n
Cc q MON. I'l,CNUMENT
RIO 2016 HWY MAP, ,
08-SBD-395-40.3 , �' N PG. PAGE
& 40.7 PARCEL 1 �z PAD. RADIAL BEARING
R11 2025 RS 24-00193 , DOC. #2019-0095641, O.R. cj� v REC. RECORDED
MON. LIES 0.14' FROM TRUE D.R. OFFICIAL RECORDS
FD. 1.5" 1. P. W/ B.C. MK'D "POT" FOR D POSITION PER RIO = SEC. SECTION
POINT ON SEC. LINE, STAMPED RCE °G S.N.F. SEARCHED, NOTHING FOUND I
5344 ", DATED 1966, PER R6, UP 13';
w/ iN,�TH r, .... . oa o (
IN 2. 0' DIA. ROCK MOUND r PORTION OF W 1 /2, SEC. 33 o M "' `�' » ,
N E1 4 COR, SEC. 33
� Q . M, FD. 2 1. P. W/ BRASS TAG MK D /
240.28' MEAS. I m FD. 2" 1. P. W BRASS TAG MK'D
o z "L. S. 5941 '; PER R11, UP 3" 1
(240.24' R6) S. 5941 ", PER R11, UP 2" IN
�. SEE DETAIL A \.
225.41' ._ Ng7_03'30-E _- 1096.81' RAp� E1/16 CDR. 1.0' DIA. ROCK MOUND
i
I 2632.51' 1 (2632.44' R11) (2643.94' RIO) j / �____- --_,--„-_----- 1322.22' ` 1322.22'
W 1 /4 CDR. SEC. 33 ; h � F. , N88 05 37 E RAD. 2644.44' (2644.52' R 11)
FD. 1. 5" I. P. W/ B. C. MK'D FOR N N89 51 '04 "E � 74. 56 5276. 95' (5295. 24' R10) C
1/4 CDR, STAMPED "RCE 5344 ; `� FD. DISTURBED, S00°37'43"E i
DATED 1966, PER R6, UP 4" �� 1.84' FROM TRUE POSITION
I
o I N z
z S89 °51 '04 "W 2632.5 i ' I z ~ N89 °51 '04 "E 2644.44'
z
TO W 1 /4 COR. _ r_ TO E 1 /4 COP. -
NOTE: ----
\ 2618.5 1' 14' ck�
I. ALL DISTANCES SHOWN HEREON 1 CTR. SEC. 33 U;
C o �� ARE IN FEET AND DECIMALS �
THEREGF, UNLESS 0 THER WI SE o
�r-
`� SHOWN. o I o
�� R
o N 0 _N 2. (GRID) REPRESENTS CONVERSION C I vi
`, ti' EAST LINE OF BOOK oo FROM GROUND DISTANCE TO GRID =� <r
sl'R 6829, PAGE 180, O.R. DISTANPER ACCORDING
CELn
Lo REFERENCE. I Lo
3. THE ROCK MOUND NEAR THE - r<
N �� � N 114 CORNER OF SEC, 33 IS o I�
CONSISTENT WITH THE ICN
"' CHARACTERISTICS AND LOCATION DETAIL ' A '
L N SHOWN ON RE, HOW j `VER FOR o 75.93 N
0 47 N N. T. S.
0 137 THE PURPO E OF THIS SURVE r',
400' 200' 0' 400' 800, , o
z co THE N 1 /4 CORNER WAS u� o
-� o c6 REESTABLISHED BASED ON THE
Imo: . -
' Cr_ Ln AGREED LOCATION SHOWN ON R3
SCALE: 1 = 400 'o w AND R11. I
LINE TABLE CI-4►
LINE LENGTH BEARING \ BASIS O F BEARINGS:
N
L1 564.47' N89°4930"W (564.46' R11) (564.47' GRID R3) ALL BEARINGS SHOWN HE_REGN ARE GRID BEARINGS BASED ON
L2 261.24' S21 °22'41 "E (261.24' RIO) �+ sA � THE CALIFORNIA COORDINATE SYSTE14 OF ?983 (CCS83), ZONE 5,
} `v EPOCH 2O10.00, AND WAS ESTABLISHED BY THE L+NE BETWEEN
L3 28.65' S82°07'45"E (28.65' RIO)
L4 20.00' S212241"E (20.00' RIO) SURVEYING INEERING NATIONAL GEODETIC SURVEY " "S) I GCAL CONTROL STATIONS I
L5 28.63' S39 26'37"W (28.63' R10) "HPG,'V CA 08 05" (PID FT1610) AND "HODGE" (PIC EV1119 )
HA'✓ING A BEARING OF SOUTH 59°55'33" EAST I
L61 214.99' N89°4930"111 1 (274.99' RIO) (214.99' GRID R3)
JNP!- L AND
a o
z ESTB. BY INT
32 33 �� P.O. BOX 81626 BAKERSFIELD, CA 93380
_ _ _ 1961.10' _ _ ;� 700.66' (700.64' R10)\,�j PHONE: (661) 393-1217 FAX: (661) 393-I218 33 34
5 4
N89 °4221 "W 2661. 76' MEAS. s N89 °43'52 "W 2644, 84' MEAS.
(2661.74' R11) (2661.75' RIO) (2661.75' R9) (2661.83' R8) (2662.04' R6) (40 CHS. R1) ' 2644.85R11 2644.81RIO) ! I 3
( ) ( ' 0) , 2644.86 R9) (2660.23 R3) (40 CHS. R1) 4
S/W CO
R. SEC. 33 S1/4 COR. SEC. 33 S/E COR. SEC, 33
FD. 1.5" I. P. W/ B. C. MK'D FOR FD. 1.5" I.P. W/ B.C. MK'D FOR FD. 2" I.P. W/ B.C. MK'D FOR I
SEC. COR, STAMPED "RCE 5344", 1/4 COR, STAMPED "RCE 5344", SEC. COR, STAMPED "DEPT OF
DATED 1966, PER R6, UP 4" DATED 1966, PER R6, UP 2" TRANSPORTATION", PER R9, UP 1" I