rs160_021aoa3 - Do 99 2?3 0
Of iu�nul ` �.�
i 300 450 ••i
SURVEYORS NOTES
• INDICATES FOUND MONUMENT AS NOTED.
0 INDICATES SET 1 INCH IRON PIPE WITH TAG LS 8526
BELOW GRADE 0.21
.
INDICATES RECORD DATA AS NOTED.
ABBREVIATIONS
M
MEASURED
BK
BOOK
PG
PAGE
MB
MAP BOOK
ROS
RECORD OF SURVEY
PM
PARCEL MAP
CALC
CALCULATED
ILLEG
ILLEGIBLE
REFERENCES
REFERENCES
ARE RECORDS OF RIVERSIDE COUNTY UNLESS
OTHERWISE
NOTED.
R 1
MAP BOOK 11 PAGES 20-21, SAN
BERNARDINO COUNTY.
R2
PARCEL
MAP BOOK 70 PAGES 62-63.
R3
PARCEL
MAP BOOK 97 PAGES 51-52.
R4
CORNER
RECORD 96-138.
R5
PARCEL
MAP BOOK 207 PAGES 82-84.
R6
CORNER
RECORD 07-0176.
R7
PARCEL
MAP BOOK 251 PAGES 22-23.
FDTAIL NOT TO SCALE
40' 40'
!--
W
w
00 ^o N
Lr) cry 00
Ln
Lu o z r�
Q z
o �'•
rn
z C4 N56°01'48"E
604.42'
C2 ° ,
CD
N33 58 12 W 40.00
(C3
680.97'
8,80' N56001 '48"E 1361.95'
z
(8.80'CALC.R2)
z (8.8 1 'R 3 76.55'(M&R2)
(8.8 01 R 6 (76.54 R3) ui
v (8.7 7) R 7) Z
� W
@ A=34 26 56 , R=337.31 , L=202.81 (M&R3) Q
U
°= C2 A=21 ° 19'51 ", R-337.31 % L=125.58' (M&R3)
w z
ti (A- 2 1 ° 19156", R=337.31', L=125.59' R2) Q
o J
z 3 A=13-07'05 R=337.31' L=77.23' W
UJI
o (A= 13* )107 00 , R=337.31> , L=77.22> R2) -�
U
(A= 13"07'02I), R-337.3112 L=77.22' R3)
C4 A=7°03'57 R=297.31', L=36.67'
FOUND STEEL ROD IN 40'
CONCRETE DOWN 0.4'
FOR CENTERLINE
INTERSECTION PER R2.
IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF LOT 3 OF THE MAP OF ARLINGTON HEIGHTS, FILED IN BOOK 11 PAGES 20 AND 21 OF MAPS, RECORDS OF SAN
BERNARDINO COUNTY BEING IN SECTIONS 9 AND 10, TOWNSHIP 3 SOUTH, RANGE 5 WEST, SAN BERNARDINO
MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
TERRASCRIBE INC.
40'
0
o
N �
0
co
FOUND 3/4 INCH IRON
PIPE NO TAG DOWN
0.7' FOR CENTERLINE
INTERSECTION PER R5.
N56 00 07 E 1360.80 (1360.88'CALC.Rl)
0
N
VICTORIA AVENUE
0
640.43' (640.44'R1)(640.261R7) /j
I- N56°00 07 E I 1280.85(1280.88'CALC.R 1)
W DID NOT SEARCH
W :::V
DID NOT SEARCH OR SET ANYTHING. DID NOT SEARCH
OR SET ANYTHING. OR SET ANYTHING.
Z MAP OF ARIUNGTON HE#GHTS
o ry
0CD N
N
0LnrlK
2 CD
2
C CAI
Q)j co
-- ESTABLISHED BY SINGLE PROPORTION c`nfl (_0
cl� ALONG CENTERLINE OF JEFFERSON o CD
0 0 STREET BETWEEN VICTORIA AVENUE BLOCK
? � 52 `-- N
(SUBTRACTING 60 AND CLEVELAND ^
) � t --. in Ln
c� AVENUE (SUBTRACTING 40) PER R1. ro cl�
ck�
CD(1303.93=1304.00) *652.00= 651.9 7. o
o � FOUND 1 INCH IRON � v o
0 o ESTABLISHED AT THE o .D
FOUND 3/4 INCH IRON rl-) INTERSECTION OF THE RIGHT OF PIPE WITH CAP LS o
PIPE AND CAP ILLEGIBLE WAY JEFFERSON STREET (BEING 3018 DOWN 0.4 cv v
FLUSH PER R2. CD
40' FROM CENTERLINE) AND PER R7. o r Q
NORTH LINE OF LOT 3. '� v
�----- N 5 6° 00' 37' E 1281. 38' -,,.� ry
640.71) (640.44)CALC.Rl) 640.67' (640.44CALC.Rl)(640.61'R7)CD
�
CD 0
N Itzt-
FOUND 1 INCH IRON PIPE
� CDCDWI TH CAP ILLEGIBLE `q
�
oo '� , D 0 WN 0.1 ' PER R 7. o co
o z �' �
r
d � CDCDo
o TV 20 0 2 T 39COo
I►�
^ r� o 00 I�
z o s
^000 , CD ,t ^°�°
�QO
z , N N
� N z Ln LU< Ln
o
oo W co z
o m a, CDC� oo ., o o t�
co � 0-) N N N
cfl JEFFERSON STREET AND CLEVELAND N `n
AVENUE BEING 80' WIDE PER R1. �
FOUND 3/4 INCH o C� co Q)j
IRON PIPE AND TAG Cf)
CITY ENGR. DOWN o Q ESTABLISHED BY INTERSECTION OF 297.31 FOUND 1 INCH IRON PIPE WI TH N
,� m RADIUS CURVE (R1, R2) WITH JEFFERSON PLASTIC CAP LS 5390 DOWN 0.2 �
0.5' PER R2. STREET T RIGHT OF WAY PER R 1. '
z 80 AND N 1 44 58 W 0.12 PER R 7.
FOUND 1 INCH IRON (POSITION SHOWN EXAGGERATED)
40' 40' SEE
ESTABLISHED BY HOLDING DISTANCE PIPE WITH PLASTIC 40' 40' DETAIL ' TO CL JEFFERSON 76. 55' CAP LS 5390 FLUSH
PER R2.
LEFT A=7°03'57", R=297.31', L=36.67' PER L 7.
N56°01 '48"E 1245.34' (1243.66'CALC. R 1)
604.42' 603.22'R1) 640.92' 640.44'R1
CLEVELAND AVENUE
0 681.01 (M&R4)(680.68 R6)(680.99 R7) 00 680.94 (M&R4)(680.67 R6)(680.98 R7)
605.00' 603.22' R 1 640.45' 640.44' R 1
DI LI GEN T SEARCH /T
N FOUND NOTHING. N56°01'48"E 1361.951 (1361.35'R3,R6)(1361.94'R4)(1361.97'R7)
40' 40' A=5°33'21 ", R=377.31 ', L-36.59'
FOUND 1 INCH IRON PIPE
a FOUND 1 INCH IRON
WI TH PLASTIC CAP LS 5390
FOUND 3/4
INCH IRON FOUND 3/4 INCH IRON PIPE WITH PLASTIC CAP DOWN 0.2' PER R6.
PIPE OPEN PIPE WITH TAG ILLEG. LS 5390 FLUSH PER R6.
DOWN 0.15' DOWN 0.15' PER R2, R7. FOUND SPIKE AND
PER R2, R7. WASHER ILLEG. DOWN 0.4'
BLOCK 53 FOR CEN TERLINE
2 INTERSECTION PER R5, R6.
AUGUST 2021
40'
O
cO
640.43) (640.44'Rl) 4
40'
40'
SHEET 1 OF 1
RECORDER'S STATEMENT
FILED THIS _ JI b1t DAY OF �vs%��__________, 20��
AT.-M. IN BOOK _AU�O________ RECORDS OF SURVEY, AT PAGE
AT THE REQUEST OF THE COUNTY SURVEYOR.
No. amp ooagq_$:5_
FEE: - � cl------------
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: ------------------------------� DEPUTY
THE PURPOSE OF THIS SURVEY IS TO LOCATE THE RIGHT OF WAY COMMON TO
CD CLEVELAND AVENUE AND LOT 3 FOR FENCE CONSTRUCTION.
BASIS OF BEARINGS
DID NOT SEARCH THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF JEFFERSON
OR SET ANYTHING. STREET AS SHOWN BY MAP OF ARLINGTON HEIGHTS ON FILE IN BOOK 11 OF
MAPS PAGES 20-21 , RECORDS OF SAN BERNARDINO COUNTY BEING
N 34°00'00" W.
FOUND 1 INCH
IRON PIPE CAP
RCE 23323 UP
0.1' PER R5.
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 PRAGMATIC L.L.C. IN AUGUST 2021.
IAND S�
cs 8526
JUST L. DANKEL, LS 8526 DATE n�, 12-31-24 �
EXPIRES 12/31 /2024 9j.
F of CA`�Fo
COUNTY SURVEYOR'S STATEMENT
��
00 o
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE
C"4 � FOUND 1 INCH
PROFESSIONAL LAND SURVEYORS' ACT THIS _0�7 DAY
OF
IRON PIPE
- W1 TH CAP RCE
2023.
r� r� 23323 DOWN
0.1 PER R5.
k-AND
Q S
c
G
14
GSM OK 207
No. 8488 �
-------------
* Exp.12-31--24
DAVID L. MCMILLAN, COUNTY SURVEYORQ-
^
Ln 00
�-'
L.S. 8488
��.
F pF �F
N
a, CDC
A
d- 2
� z
FOUND 1 INCH
COUNTY SURVEYOR'S NOTE
0 IRON PIPE CAP
CN RCE 23323 UP
1. D PER R5.
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF
THE DATE OF RECORDING
OF THIS RECORD OF SURVEY THAT THE LAND SHOWN
IN THIS RECORD OF
SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT,
o
DIVISION 2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE
o
GOVERNMENT CODE. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE
d-
BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE
BUILDABLE PARCEL(S).
--------------------------------
DAVID L. MCMILLAN, COUNTY SURVEYOR
L.S. 8488
RIV. CO. 21-224