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GRAPHIC SCALE: 1 "=150'
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~- 714.26(714.00C 1)
PARCEL MAP 7052
BOOK 36
FACE 21
6
0
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF PARCEL 59 PER RECORD OF SURVEY ON FILE IN BOOK 33, PAGE 38 OF SURVEY RECORDS OF RIVERSIDE
COUNTY, CALIFORNIA. BEING A PORTION OF THE NORTH HALF OF FRACTIONAL SECTION 6, TOWNSHIP 8 SOUTH,
RANGE 4 EAST, SAN BERNARDINO MERIDIAN.
TERRASCRIBE INC. JUSTIN L. DANKEL, PLS MAY 2024
SURVEYOR N O TES SHOWN THUS X=
1. FOUND 3 INCH BRASS DISK STAMPED "US GLO 1918 S 1 S6 R3E R4E T8S" 1.5' ABOVE GRADE, ACCEPTED AS NORTHWEST
CORNER SECTION 6 PER R 1.
2. FOUND 3/4 INCH IRON PIPE WITH TAG "WILSON LS 7010" FLUSH WITH GRADE, NO REFERENCE, ACCEPTED AS EAST
QUARTER CORNER SECTION 6.
2.1. FOUND 3/4 INCH IRON PIPE WITH TAG ILLEGIBLE, 0. 1' ABOVE GRADE, HOLDING 44' PERPENDICULAR FOR CENTERLINE.
2.2. FOUND 3/4 INCH IRON PIPE WITH TAG RCE 19937, 0. 1' BELOW GRADE PER R4, HOLDING 44' PERPENDICULAR FOR
CENTERLINE.
2.3. FOUND 3/4 INCH IRON PIPE WITH TAG RCE 19937, 0. 1' ABOVE GRADE PER R4, HOLDING 44' PERPENDICULAR FOR
CENTERLINE.
J. FOUND 3 INCH BRASS DISK STAMPED "US GLO 1918 114 S6 / S5" 1.0' ABOVE GRADE, ACCEPTED AS EAST QUARTER
CORNER SECTION 6 PER R 1.
4. FOUND 112 INCH REBAR AND TAG "RCE 8630" WIRED ONTO THE SIDE, 0.5' BELOW GRADE, ACCEPTED AS BEING ON
SUBDIVISION BOUNDARY.
5. SEARCH FOUND NOTHING. REESTABLISHED BY INTERSECTION.
6. FOUND 112 INCH REBAR AND TAG "RCE 8630" WIRED ONTO THE SIDE, 0.5' BELOW GRADE, ACCEPTED AS BEING AT POINT
OF TANGENCY OF RIGHT OF WAY.
7. FOUND 3/4 INCH IRON PIPE WITH TAG ILLEGIBLE, 0.6' ABOVE GRADE, ACCEPTED AS PER R 1.
8. FOUND 1 INCH IRON PIPE AND 112 INCH REBAR AND TAG "RCE 8630" WIRED ONTO THE SIDE AND INSIDE IRON PIPE, 1.0'
ABOVE GRADE.
9. SEARCH FOUND NOTHING. REESTABLISHED AS THE INTERSECTION OF A LINE PRODUCED FROM NORTH AND TANGENT
BEARING COMPUTED FROM RECORD RADIAL BEARING FROM FOUND MONUMENT 6 OF THIS SURVEY.
10. SEARCH ALONG WEST RIGHT OF WAY FOUND NOTHING, ESTABLISHED BY RECORD CURVE DATA SOUTH FROM FOUND
MONUMENT 6 OF THIS SURVEY.
11. FOUND 3/4 INCH IRON PIPE OPEN FLUSH WITH SURFACE AND S54 ° 13'10"W 0.28 , NOT ACCEPTED. SHOWN EXAGGERATED.
12. FOUND 3/4 INCH IRON PIPE OPEN, BENT SOUTHERLY, MEASURED AT STRAIGHT PORTION, S49 °08'01 "W 0.32 ; NOT
ACCEPTED. SHOWN EXAGGERATED.
13. REESTABLISHED AS AN INTERSECTION OF A PARALLEL LINE 60.00' SOUTH OF THE NORTH SUBDIVISION LINE AND A
PARALLEL LINE 45.00' EAST OF THE WEST SUBDIVISION LINE.
14. SEARCH FOUND NOTHING. REESTABLISHED BY INTERSECTION OF THE SOUTH SUBDIVISION LINE AND A PARALLEL LINE 44.00'
EAST OF THE WEST SUBDIVISION LINE.
15. REESTABLISHED BY COMPASS RULE ADJUSTMENT BETWEEN REESTABLISHED POINT 13 AND 14 USING RECORD DATA PER RI
AFTER GIVING YUCCA VALLEY ROAD, LOT B, FULL WIDTH OF 60.00'.
16. REESTABLISHED BY PROPORTION.
17. REESTABLISHED BY COMPASS RULE ADJUSTMENT.
18. FOUND 1 INCH IRON PIPE OPEN, BENT SOUTHERLY, MEASURED AT STRAIGHT PORTION, N04 °44'43"W 0.38 , NOT ACCEPTED.
SHOWN EXAGGERATED.
19. FOUND I INCH IRON PIPE OPEN, FLUSH WITH GRADE AND N 18 0J452 "E 0.58 , NOT ACCEPTED. SHOWN EXAGGERATED.
20. FOUND I INCH IRON PIPE OPEN, 0.5' BELOW GRADE, BENT SOUTHERLY, MEASURED AT STRAIGHT PORTION, N8000659 "E
0.07', NOT ACCEPTED. SHOWN EXAGGERATED. REESTABLISHED BY INTERSECTION OF RECORD DATA SOUTH FROM MONUMENT
6 OF THIS SURVEY AND RECORD BEARING FROM PROPORTION POSITION WEST.
21. SEARCH FOUND NOTHING, REESTABLISHED BY PROPORTION.
M INDICATES MEASURED ------------------
FOUND
MONUMENT AS DESCRIBED ABOVE
1V101T
O SET 318 INCH REBAR WITH ALUMINUM CAP "DANKEL LS 8526" AT GRADE. fl- O 1I 1 Q
NO SEARCH MADE
53 52 5i 50-413
VISION LINE
• �324.59' •-261.40'�' • �-257.90� J' • �- 2110.38' -•�3
(324.53R1) (261.47RI) (258.00'R1) (2110.43'C1)
S89 54'57"E 3668.5,3 (3668.43Rl)
BASIS OF BEARINGS
PART
rno
45 o (1V8835'20"E
Lc) 385.00'R1)
15 15 N88 37'56 "E
R
- 384.83'
44'
�(N8835'20"E 1.00'R1)
O
CK3 N
N88'3756 "E 1.00'
�Q57r_
Q
U�
D ETA IL
NOT SHOWN
AT SCALE
'll
�
-------------�
SHEET 1 OF 2 SHEETS
RECORDER'S STATEMENT
FILED THIS A --- DAY OF �OVCNt------------- 20 45
A T PV MI5_A. M. IN BOOK -4�-_--__-- OF RECORDS OF SURVEY, AT PAGE
-&I_5L'r tL___, AT THE REQUEST OF THE COUNTY SURVEYOR.
NO. 2025- 00(0 340-1
FEE: -- �. ��------------
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY olkz ----- --------------------- DEPUTY
PURPOSE STATEMENT
THE PURPOSE OF THIS SURVEY IS TO LOCATE AND MONUMENT PARCEL 59 OF
RECORD OF SURVEY ON FILE IN BOOK 33, PAGE 38 OF RECORD OF SURVEYS,
RIVERSIDE COUNTY AND LOCATE EXISTING FEATURES AT THE TIME OF SURVEY.
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTH SUBDIVISION LINE AS
SHOWN ON RECORD OF SURVEY ON FILE IN BOOK 33, PAGE 38 OF RECORD OF
SURVEYS, RIVERSIDE COUNTY, I.E. SOUTH 89°5457" EAST
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 EDUARDO TOPETE IN MAY, 2024.
`A ND SlJ
LS 8526 r
JU IN L DANKEL, LS 8526 DATE un
CA�\�oc�
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCEWITHSECTION 8766 OF THE
PROFESSIONAL LAND SURVEYORS' ACT THIS _a' 1- DAY OF
2025.
--------------
DAVID L. MCMILLAN, COUNTY SURVEYOR
L.S. 8488
��� SAND SG
� o
* No. 8488
s9lo�r_c
T
REFERENCE DOCUMENTS
ALL
RECORDS
OF RIVERSIDE COUNTY
UNLESS OTHERWISE
NOTED.
(R 1)
RECORD DATA
PER
RECORD
OF
SURVEY BOOK 33, PAGE 38.
(C 1)
CALCULATED DATA
PER RECORD
OF SURVEY
BOOK 33, PAGE 38.
(R2)
RECORD DATA
PER
PARCEL
MAP
BOOK 36,
PAGE 21.
(R3)
RECORD DATA
PER
PARCEL
MAP
BOOK 53,
PAGE 2.
(R4)
RECORD DATA
PER
PARCEL
MAP
BOOK 80,
PAGE 68.
RIV. CO. 24-0113
i 20 ,• .i :i
IN THE UNINCORPORATED TERRI TOR Y OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF PARCEL 59 PER RECORD OF SURVEY ON FILE IN BOOK 33, PAGE 38 OF SURVEY RECORDS OF RIVERSIDE
COUNTY, CALIFORNIA. BEING A PORTION OF THE NORTH HALF OF FRACTIONAL SECTION 6, TOWNSHIP 8 SOUTH,
RANGE 4 EAST, SAN BERNARDINO MERIDIAN.
TERRASCRIBE INC.
�- -- -- -- - - - - - - - -
EXISTING FEATURES AT TIME OF SURVEY WITH NOTES SHOWN THUS. EX
PL = PROPERTY LINE
RW = RIGHT OF WA Y
MEASUREMENTS NOTED BELOW WERE TAKEN PERPENDICULAR AND LEVEL TO NORTH LINE LOT 59 OR A 6'
CHAIN LINK FENCE UNLESS OTHERWISE NOTED.
1. INTERSECTION OF CHAIN LINK FENCE, 47.3' NORTH OF PL.
2. SOUTH EDGE OF TANK, 24.0' NORTH OF PL. NORTH EDGE OF TANK, 6.2' SOUTH OF CHAIN LINK FENCE.
J. NORTHWEST CORNER OF BUILDING, 14.3' NORTH OF PL AND 34.2' SOUTH OF CHAIN LINK FENCE.
4. NORTHEAST CORNER OF BUILDING, 7.8' NORTH OF PL.
5. NORTHWEST CORNER OF BUILDING, 45.3' NORTH OF PL AND 4.5' SOUTH OF CHAIN LINK FENCE.
6. NORTHEAST CORNER OF BUILDING, 45.7' NORTH OF PL AND 8.3' SOUTH OF CHAIN LINK FENCE.
7. NORTHWEST CORNER OF BUILDING, 48.6' NORTH OF PL AND 6.8 SOUTH OF CHAIN LINK FENCE.
8. NORTHEAST CORNER OF BUILDING, 50.4' NORTH OF PL AND 6.0' SOUTH OF CHAIN LINK FENCE.
9. CHAINLINK FENCE AT INTERSECTION WITH WESTERLY RW, 65.12' NORTH OF PL.
10. ANGLEPOINT OF CHAINLINK FENCE, 23.0' EAST OF RW.
11. SOUTHWEST CORNER OF BUILDING, 28.8' SOUTH OF PL.
12. SOUTHEAST CORNER OF BUILDING, 34.5' SOUTH OF PL.
13. NORTHEAST CORNER OF AWNING, 3.4' SOUTH OF PL.
14. GRAVEL ACCESS ROAD MEANDERS ALONG BOTH SIDES OF PL.
15. CHAIN LINK FENCE AT INTERSECTION WITH RW, 0.6' SOUTH OF PL.
16. POWER POLE, 2.0' SOUTH OF PL
JUSTIN L. DANKEL, PLS MAY 2024
TO P O D E TA IL
--------------------
20 -1
,5... oow $q o
SHEET 2 OF 2 SHEETS
f POWER POLE
x FENCE
UNPA VED ROAD
^ ^ RETAINING WALL
WALL
A WNING
BUILDING
C)o TREES/ BRUSH
PROPERTY LINE
RIGHT OF WA Y
t6 I -
7