rs148_00400
r
N
0
z
O
Of
CL
V)
J
CENTER OF
SECTION 36
� X11
FD 3 SURVEY MARKS NEAR POSI110N FOR INTERSECTION WESTERLY
R/W SAGE ROAD EAST/WEST CENTER OF SECTION LINE. DID NOT
ACCEPT ANY. DID NOT SET NEW POSITION, DIMENSIONS FROM
CALCULATED POSITION TO FD MARK.
Fl-I
N2614'08"E
0.48'
2�
N 29'37'29"W
0.49'
F-31
N1 3*26'22vE
0.33'
®
N 88'49'37"W
120.60'
IN THE UNINCORPORATED TERRITORY, OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A RECORD OF A SURVEY OF SECTION 36 & A PORTION OF SECTION 35
OF TOWNSHIP 6 SOUTH, RANGE 1 WEST, SBM, IN RIVERSIDE COUNTY, CALIFORNIA
IAN WILSON LAND SURVEYING, INC. DECEMBER 2006
SEE
4
((N88*33'26*W 5218.1DETAIL A ---
5 1
�
-mmum=_ W 5227.68'[N88'34'16"W5228.55' 25 7
SNF /
35 � 2613.84 ((2665—.80')) _— � F(2612-32')) i
�`- 2613.84 7
X36 1
N00739'42"E 1334.02'00000 0 I
I
[[N00'm37'32.8wE 1333.14' ]] I
[N001 8' 01 "E 1332.32' 0
3 10.0 81
/
SCALE.- 1`-500*
8 [10.070] /
CD �,
N -Ole
500 250 0 500 M , _ _ —
C.0
iW
L0
• w
O N �
00 p u n o
Nw •
CCD W Z N7 i ?
LO
= I O oo CO
cow / Lo oN-
uNi I / N N W
CD SEE DETAIL 00
w
1 z
C4
88 49 N88"49'37"W 5206.34 / �' !�
N88'57'32"W 2616.97' _� / / I �' M
— — _ _ 2606.93 )-�9599-42'L o 01308.49 1308.48' — — -' -' -�• — t-- o z
5 2486.33 -t / 1 z, u
� / t
11 12 13 / SNF �
Iw I
N N o0
0o �/5 co 0
cn �w_\•/ w^o Ln w.. • N
N� W o •-� / w P7 w
w 35 = N 5 N �o / o •d- o �-
SEC to 3 .� �w/ co M
14- ?� c*4 L—j C)W, SE
r pro
ro's
Iro'sL-54.91 - �o P� z $0M o�i1 L-54.91 •"� / t N C:)
CD Sala o g& _ � , � LO z
C=) I z S8 R=1055.00 = N/ c' M
€ � R-1055.00 I _
ZfA--2'058'55*j�/
O I Ww I I
*37'06"E
» / O
L, Co ` N2137 06 E 179.23
CT
cfl LO LO c0»
N N N IN 21 *37 32 El SN N
2 " » w, CD
1904.95
N89'12 48 W 1308.63 = w �•�- w il
N89'12 48 W 1308.62 ,� _ w N89 08 52 W 2603.76 w
C>
o / g
6�5 ,,� o N IN21 *37 32 E o
.►04� r M _— » I
w Q� o o r- o N2137 06 E 256.16 CD
N ZO pQ pp I O M..
00 w o zIL=333085'1- o r-zZ L= 333.85 z o w I w
rn o � z co N N
IR=855.00'1 R=855.00PO
'—
'
S�, w4 x--22*22'20" d=-22'22'20" �' "A'' 'n SIN
W !- O w O !� v N
C 3 ILLJ'55 =SEc N w w
1� Pr W 1 N • .--= coo ,� t
r ��S R � R1 n � � 10
M 651 L P7
C) tto r r, I N No S,888 p
o S8 = I Q P
z z I o 0 o I I
CO co z l o
L0 .Z, u
RANGE 6 SOUTH o 32.46' I
35 36 z z
13 t %.P~ , SNF / 132.609/
/
08.79 1308.79 1765.16 8350.52 --� I 361
N89'28 U4"W 2617.58=0 2600.68' [[2617.32' 2600.68' i
2 6 � e 1 10
RANGE 7 SOUTH »" 2617.32�A o /
C [ �.-
N89'2810 W 5201.36 IN89*28'23"[[N89*27'52.1 E]] _ i cn
BASIS OF BEARINGS cn6
MONUMENT NOTESc o•-
1. FD 1" IP TAGGED LS 3365, FLUSH, NO RECORD. ACCEPTED AS CENTER SECTION 35, T6S, 8. FD 4"X14" STONE MARKED '1/4" ON EAST FACE, TAGGED LS 4230 IN TOP OF STONE,
R1 W. SBM. PER PM 112/52-59 AND RS 114/47-48. ACCEPTED AS WEST/4 COR SECTION 31, T6S9
R1 E, SBM. USED TO ESTABLISH POSITION FOR SOUTHEAST COR SEC 36, T6S, R1 W, SBM.
2. FD 1" I P , TAGGED LS 4230, FLUSH, NO RECORD. ACCEPTED AS NW COR SW/4 OF SE/4 OF
SECTION 35, T6S, R1 W. SBM. 9. FD 4"X10" STONE MARKED 1/4" ON EAST FACE, TAGGED LS 4230 IN TOP OF' STONE,
PER PM 112/52-59 AND RS 114/47-48 & CSFB 387/111, ACCEPTED AS SOUTHWEST COR
3. FD 1" IP TAGGED LS 3365, FLUSH, PER PM 68/58-63 & PM 112/52-59., ACCEPTED AS SECTION 31, T6S, R1 E, SBM. USED TO ESTABLISH NORTHEAST COR SEC 36, T6S, R1 W, SBM.
SOUTH 1/4 COR SECTION 35, T6S, R1 W, SBM.
10. FD 6"X13" GRANITE STONE W/ SIX NOTCHES ON NORTH FACE & SIX NOTCHES ON SOUTH
4. FD 1" IP TAGGED LS 4230, DN 0.5', IN LIEU OF 4X4 POST PER PM 71/92 & PM EDGE, TAGGED LS 4230 IN TOP OF STONE PER PM 66/58-63, PM 112/52-599 & RS
112/52-59. ACCEPTED AS NORTHWEST COR SECTION 36, T6S, R1 W, SBM. 114/47-48. ACCEPTED AS CLOSING CORNER FOR SOUTHEAST COR SEC 36, T6S, R1 W, SBM.
5., FD 1" IP- TAGGED LS 3365, DN 0.2', PER PM 112/52-59. ACCEPTED AS WEST 1/4 COR 11. FD 2" BRASS DISK "LS 4082/US DEPT OF FORESTRY", FLUSH, PER RS 115/36. DID NOT
SECTION 36, T6S, R1 W, SBM. ACCEPT AS TRUE CORNER. SEE DETAIL.
6. FD
1" IP TAGGED LS 3365,
FLUSH, PER PM 42/60-63,
PM
66/58-63,
PM 112/52-59, &
PM
138/14-15.. ACCEPTED
AS SOUTHEAST COR SECTION
36,
T6S, R1 W,
SBM.
7, FD CHARRED REMAINS OF 4X4 POST PRE PM 71/92, PM 112/52-59, RS 114/47-48 & CO
MAP 780-000. ACCEPTED AS CLOSING CORNER FOR NORTHEAST COR SECTION 36, T6S,
R1 W. SBM,
12, FD 1" IP TAGGED LS 4230, FLUSH, PER PM 112/52-59. DID NOT ACCEPT AS TRUE
CORNER. SEE DETAIL.
13, FD 1 "IP TAGGED LS 4859, FLUSH, NO RECORD. DID NOT ACCEPT AS TRUE CORNER. SEE
DETAIL.
.20/;f or &V"10Z
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT:
FILED THISDAY OF 6.0D( 20AT ' �M.
IN BOOK �'C�_OF RECORDS OF SURVEY AT PAGE
AT THE REQUEST OF THE COUNTY SURVEYOR.
N0. � ��00C1494CZ
FEE /V 000
PETER ALDANA. ASSESSOR —COUNTY CLERK —RECORDER
BY: A04DEPUTY
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 GF ONE,
LLC IN DECEMBER OF 2006. `AND s�
D. IAN WILSON 0
D. IAN WILSON LS 7010
L.S. No. 7010 N�,
CA��F��
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND
SURVEYORS' ACT THIS KfDAY OF /11$ . 20J�,
RICHARD G. LAN11S, C N SURVEYOR
LS 7611
, eL LALV
No. 7611
a , Exp. 12-31-18 1
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS RECORD OF SURVEY IS THE SOUTH LINE OF SECTION 36, T6S9 R1 W,
SBM AS SHOWN ON PARCEL MAP 12,027 FILED IN BOOK 66 OF PARCEL MAPS AT PAGES 58 THROUGH 63,
INCLUSIVE, OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. SAID BEARING BEING: N 89'28'10" W.
SURVEYOR'S NOTE THIS SURVEY WAS UNDERTAKEN TO CONFIRM THE BOUNDARIES OF THE PARCEL DESCRIBED IN THE DEED
RECORDED JUNE 259 2004 AS INSTRUMENT N0, 2004-0496159. THIS MAP ALSO COMPLIES WITH THE
REQUIREMENTS OF SECTION 8762 (a) AND (b)(1).
EXTENSIVE SEARCH WAS MADE ALONG SAGE ROAD FOR RECORD MONUMENTS SHOWN ON PM 112/52 AND
PM 66/58 DEFINING PORTIONS OF SAGE ROAD NORTH AND SOUTH OF THE SUBJECT PARCELS. HOWEVER,
NONE WERE FOUND. THE ALIGNMENT SHOWN HEREON IS BASED ON THE CENTERLINE AS DEVELOPED ON RS
114/47-48. A WIDTH OF 55' FOR THE WESTERLY HALF OF SAGE ROAD IS USED HEREON TO ESTABLISH
THE WESTERLY SIDELINE. THIS ALIGNMENT FIT CLOSELY WITH A "YELLOW STRIPE" SURVEY ALONG THE
APPARENT CENTERLINE OF THE PAVED ROAD.
LEGEND
1 FOUND MONUMENT AS NOTED HEREON.
Q SET 1" IP TAGGED LS 7010, FLUSH.
INDICATES PARCEL BOUNDARIES SURVEYED FOR THIS MAP.
O RECORD DATA PER PM 65/58-63
[ ] RECORD DATA PER PM 112/52-59
< > RECORD DATA PER PM 66/64-71
[[ J] RECORD DATA PER RIV., CO. SURV. RAMP MAP 6S -1W, SE. DISTANCES SHOWN ON RAMP
MAP ARE GRID. DISTANCES HAVE BEEN CONVERTED FOR THIS RECORD OF SURVEY.
RECORD DATA PER RS 114/47-48
SNF INDICATES SEARCHED, NOT FOUND, NOT SET
RIVCO 07-009 SECTION 35 & 36, T. 6 S., R. 1 W, SBM