rs164_089-091origin4
aoaLA - 0 33�-n 3
IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
f?AE7C(DRE) <D/:= SURVEY
BEING A SURVEY OF PARCEL A OF CERTIFICATE OF COMPLIANCE FOR LOT CONSOL/DA170N CASE NO.
LL—GP-2022-16691, RECORDED AUGUST 08, 2023 AS INSTRUMENT NO. 2023-0230561, OF OFFICIAL RECORDS,
LYING WITHIN SECT/ON 12, TOWNSHIP 2 SOUTH, RANGE 5 WEST, S.B.M.
THIENES ENGINEERING, INC. BRIAN L. THIENES P.L.S. NO. 5750
MONUMENT & ESTABLISHMENT NOTES: ✓.aNuaRr, 2021
�1 FOUND SPIKE & WASHER STAMPED "LS 5750', FLUSH, PER R3,• ACCEPTED AS
INTERSECTION OF THE NORTHWESTERLY LINE OF PARCEL 1 OF R2 AND CENTERLINE
OF CENTER STREET,•
2� FOUND 3/4 " IRON PIPE, OPEN, DOWN 0.2' ACCEPTED AS BEING THE 314 " IRON
PIPE TAGGED 'SBCO" PER R3 AND ACCEPTED AS BEING ON THE SAN
BERNARVINO/RIVERSIDE COUNTY LINE.
FOUND .314" IRON PIPE WITH ILLEGIBLE TAG, FLUSH, • ACCEPTED AS BEING THE
314" IRON PIPE TAGGED 1S 5390" PER R3 AND ACCEP7FD AS BEING ON THE
SAN BERN.ARDINO/RIVERSIDE COUNTY LINE.
Lr f FOUND 1' IRON PIPE TAGGED "LS 4741 ", DOWN a5, PER CR 252-103 (S.B. Co.)
AND R3; ACCEPTED AS THE MOST NORTHERLY CORNER OF PARCEL 1 OF R2
5❑ S.F.N.; MOST NORTHERLY CORNER OF LOT 3 OF R1; ESTABLISHED BY HOLDING
RECORD DISTANCE OF 614.18' FROM ® MEASURED ALONG LINE PER
R2.
FOUND MAG NAIL WITH NO TAG, FLUSH, NO REF.; ACCEPTED AS AN ANGLE POINT
IN THE CENTERUNE OF PLACENTA LANE AS SHOWN ON R2.
�7 S.F.N.; BEING THE INTERSECTION OF SOUTHWESTERLY PROLONGATION OF THE
WES7FRLY LINE OF LOT 3 OF RI AND THE CENTERLINE OF PLACENTA LANE AS
SHOWN ON R2; ESTABLISHED BY HOLDING RECORD DISTANCE OF 3.80' FROM
PER R2.
FOUND 1 112" IRON PIPE WITH NO TAG, FLUSH, NO REF.; ACCEP7FD AS AN
ANGLE POINT IN THE CEN7ERLINE OF PLACEN77A LANE PER R2.
921 S.F.N.; BEING THE INTERSECTION OF SOUTHWESTERLY PROLONGATION OF THE
WESTERLY LINE OF LOT 1 OF R1 AND THE CENTERLINE OF PLACEN774 LANE AS
SHOWN ON R2,, ESTABLISHED BY HOLDING RECORD DISTANCE OF 4.50' FROM
PER R2.
l0 FOUND MAG NAIL & WASHER STAMPED RIVERSIDE CITY SURVEYOR", FLUSH, PER
R5, ACCEPTED AS INTERSECTION OF SOUTHWESTFRLY PROLONGATION OF LOT 1 OF
R1 AND CENTERLINE OF PLACENLA LANE.
1 I FOUND I' IRON PIPE WITH PLASTIC CAP, ILLEGIBLE, FLUSH; ACCEPTED AS BEING
THE 1" IRON PIPE TAGGED 'IS 5390" PER R5 AND THE CENTERLINE INTERSEC7ON
OF ORANGE STREET AND PLACENTA LANE.
12 FOUND 314" IRON PIPE, OPEN, FLUSH; ACCEPTED AS THE 314" IRON PIPE TAGGED
'RE. 9455" PER R2 AND BEING THE MOST NORTHERLY CORNER OF LOT 1 OF Rl.
13 ®NS.F® PER ESTABLISHED ND ND THE CENTERUNE OF CEN7FR SBY IN7FRSECRON OF THE 7REEPROLONGATION OF LINE
94 FOUND 314" IRON PIPE TAGGED RCE 9455 ; DOWN 0.2, PER R2, ACCEP7FD AS
771E NORTHEAST CORNER OF LOT 1 OF Rl.
15 ® N ®TABLISHPER R 4AND BY I THE CEN7ERUNE OF CENTER OF THE STREET LY OLONG4770N OF LINE
16 FOUND 1" IRON PIPE TAGGED 7-S 5750 ; FLUSH, PER R3. ACCEPTED AS
INTERSECTION OF THE CENTFRUNE OF CENTER STREET AND THE NORTHWESTERLY
LINE OF R3.
MAPS & OTHER REFERENCES:
Rl RESURVEY OF SUBDMSION OF LOT 19
OF 7HE ADD177ON TO BANDINI DONATION
R2 RECORD OF SURVEY
R3 PARCEL MAP NO. 19893
R4 LLA LL=P03-0698, REC. 1110312004
R5 RECORD OF SURVEY
R6 LOT CONSOLIDA77ON CASE
NO. LL-GP-2022-20273
R7 GRANT DEED FOR STREET & HIGHWAY
M.B. 1 PG. 20
R.S.B. 39168
P.M.B. 253/80-82 (S.S. Co.)
DOC. NO. 2004-0871666, O.R.
R.S.B. 151151
DOC. NO. 2023-0230561, O.R.
REC. 0810812023
DOC. NO. 2023-0189080 O.R.
REC. 0612912023
C.G.F. AT POINT 1:
0.999990856
CONVERGENCE-O'3629.00425" CSRC CORS STATION 'EWPP"
NORTH LATITUDE = 34'06'15.10133"
WEST LONGITUDE = 117"31 '3205857"
CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS),
ZONE 6, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH)
NORTHING = 2, 347, 786.78 U.S. SURVEY FEET
EASTING = 6,175, 5OZ 21 U. S. SURVEY FEET
COMBINED FACTOR = 0.99993341
N: 6,227,922.920
E: 2,316,311.653
� N 58'1`'15
I
\ \
\ W` ss
I
\ � Z91Z6' (59j N: 6,226,352.768
--
I
\ � 790 812 GRID E: 2,316,327.752
89'24 45 W
TN
1570.23' GRID)
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91033 69 _
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76 36' 24 CSRC CORS STATION " MLFP
NORTH LATITUDE = 33'55'06.240795642"
WEST LONGITUDE = 117' 19'04.60176"
CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS),
ZONE 6, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH)
NORTHING = 2, 279, 468.18 U.S. SURVEY FEET
EASTING = 6,237, 668.03 U.S. SURVEY FEET
ELEVATION (NAVD 88) = 1,661.92 U.S SURVEY FEET
COMBINED FACTOR = 0.99993169
C R CORS STATION
"CNPP" CONVERGENCE ANGLE =—O'35'12.676238929"
NORTH LATITUDE = 33'51 '27.46401 "
WEST LONGITUDE = 1171363206247"
CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS),
ZONE 6, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH)
NORTHING = 2,258, J82 00 U.S. SURVEY FEET
EASTING = 6,149, 110.96 U.S. SURVEY FEET
ELEVATION (NA VD 88) = 1, 098.505 U.S SURVEY FEET
COMBINED FACTOR = 0.99994856
CONVERGENCE ANGLE =—0'4448.274308995"
GPS TIES & BASIS OF BEARINGS
N. T.S.
SHEET 1 OF 3 SHEETS
RECORDER'S STA TEMENT-
FILED THIS 5+h DAY OF N OV, 20U �4 AT a.M. IN BOOK JJA OF RECORDS OF SURVEY, AT PAGES ja' - Q t I
AT THE REQUEST OF THE COUNTY SURVEYOR
NO. o20X4-05'311173
FEE —0-0
PETER ALDAN.A, ASSESSOR - COUNTY CLERK - RECORDER
BY DEPUTY
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 BROOKFIELD PROPERTIES IN
✓ANUARY, 2021.
1
BRAN L. THIENES DATE
P.L.S. No. 5750
LIC, EXP. 12131125
PL I.ANp „
a t m
* n NO. 5750
9�,oF CAL�F��
PURPOSE STA TEMENT.-
THE PURPOSE OF THIS RECORD OF SURVEY IS TO MONUMENT CERTIFICATE OF
COMPLIANCE FOR LOT CONSOLIDATION CASE NO. LL-GP-2022-20273, RECORDED
0000
AUGUST 08, 2023 AS NO. 2023-0230561, OFFICIAL RECORDS.
0
00
o
COUNTY SURVEYOR'S STATEMENT.•
M
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SEC ION 8766
3
OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS DAY
OF 40v 20�i4 .
LANp
zo
�\o s
y� PLS 8488
DAWD L. MCMILLAN, COUNTY SURVEYOR p/ 12-31-24 Q-
L.S. 8488 9
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CA��FO
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM (CCS83), ZONE 6, NORTH AMERICAN DATUM
1983 (NAD83) BASED LOCALLY ON CONTINUOUSLY OPERATING
REFERENCE STATIONS (CORS) "CNPP'; "EWPP" AND "MLFP" AS SHOWN
HEREON. ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS AND
DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT
RECORD REFERENCE.
ALL DISTANCES SHOWN ARE GROUND DISTANCES, UNLESS OTHERWISE
NOTED. TO OBTAIN GRID DISTANCES, MULTIPLY GROUND DISTANCES BY A
COMBINATION FACTOR 0.999990856 DERIVED LOCALLY AT u
THE MAPPING ANGLE AT ❑1 IS-O'36'29.00425"
NOTE
PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH CERTIFICATE OF COMPLIANCE
FOR LOT LINE CONSOLIDATION NO. LL-GP-2022-20273, PARCEL "A" RECORDED
ON 081081202J AS INSTRUMENT NO. 2023-0230561 OF OFFICIAL RECORDS,
APPROVED BY THE CITY OF RIVERSIDE PUBLIC WORKS -SURVEY DIVISION.
RIV CO. 22-214
a�ay-o33���3
P.M.B. 253/80-82
(S.B. Co.)
CITY OF COLTON
SAN BERNARDINO COUNTY —
�— 826.97' (R3)
A/
CENTER
'9
LEGEND:
RIVERSIDE COUNTY
CITY OF RIVERSIDE
IN THE CITY OF RIVERSIDE., COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD Olc SURVAE7Y
BEING A SURD' OF PARCEL A OF CERTIFICATE OF COMPLIANCE FOR LOT CONSOLIDATION CASE NO.
LL—GP-2022-16691, RECORDED AUGUST OB, 2023 AS INSTRUMENT NO. 2023-0230561, OF OFFICIAL RECORDS,
LYING WITHIN SECTION 12, TOWNSHIP 2 SOUTH, RANGE 5 WEST, S.B.M.
THIEVES ENGINEERING, INC. BRAN L. THIEVES P.L.S. N0. 5750
4 ✓ANUARY, 2021
P.M.B. 194/5-6
_ " , / (S. B. Co.)
7 F/Ti N 89'24'45° W (N 89'36'44" W R3) 2397.22' (R3)
1570.25' (R3)
506.80' (506.68' R4) —� � — 507.00' (508.10' R4)
N
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W
LOT 4 0
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' 1013.80' (R6) STREET
k4 , v SEE DETAIL "A N 89'24'45" W 1014.73'
SHEET 3 N
LOT LIN ADJUSTMENT oN P03 — 0893
W PARCEL A
Z
12 PARCEL— 3
W �� N 6r23'1
� 1b
PARCEL 1 o PARCEL_ 2 PREVIOUSLY DELETE
LOT LINES
a LOT W CONSOLIDATIONS
CASE NO. LL—OP-2022-20273
N
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Z
SEE DETAIL "C" REC 08/0812023
\ SHEET 3
6
( ) — RECORD DATA, UNLESS NOTED OTHERWISE
• — INDICATES FOUND MONUMENT AS NOTED.
Q — lNDICATES SET 1 " IRON PIPE TAGGED, I.S. 5750", FLUSH.
XX.XX' (RX) — INDICATES MEASURED AND RECORD DATA
A/nTF-
SEE SHEET 1 FOR BASIS OF BEARINGS AND MONUMENT AND
ESTABLISHMENT NOTES.
SEE SHEET .3 FOR DETAILS.
DOC. NO. 12023-02305617 O.R.
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SEE DETAIL T
SHEET 3
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\ H 69. � 1
(I69.35 �� 8• W
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20
R7
6263 \ 2 p
0 66'
5261 ps (?
R2)
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13.42,
883, 5,103'10b W
(88381,
RS)
R.S.B. 1 /3
SHEET 2 OF 3 SHEETS
0 50 100 200 300
SCALE:1 "=100'
CITY OF COLTON
556.45' SAN BERNARDINO COUNTY 2
RIVERSIDE COUNTY _.
CITY OF RIVERSIDE
SEE DETAIL SHEET 3
-1
2.oa� - o33y��3
IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD <Dl= SURVEY
BEING A SURVEY OF PARCEL A OF CERTIFICATE OF COMPLIANCE FOR LOT CONSOLIDATION CASE NO.
LL-GP-2022-16691, RECORDED 08108 12-3 , 2023 AS INSTRUMENT NO. 2023- 0 2 3 0 5'o 1 OF OFFICIAL
RECORDS, LYING WITHIN SE TION 12, TOWNSHIP 2 SOUTH, RANGE 5 WEST, S.B.M.
THIENES ENGINEERING, INC. BR14N L. THIENES P.L.S. NO. 5750
✓ANUARY, 2021
Lc/
N 89'24'45" W '
� 2397.22 (R3)
SAN BERNARDINO COUNTY f 826.9T (R3) —� // 1570.25' (R3)
CITYRIVERSIDE
RIV ERSIIDE 1013.80' (R6)
4.58' (R6)
CENTER 5 (4.43' R4) STREET
39.82'
W
.T
N � �"'
z 00 ''
MLo
DETAIL ' 4 ir
N.T.S.
LEGEND: \\
( ) - RECORD DATA, UNLESS NOTED OTHERWISE 2397
N 89'24'45" W TON .22' (\
® - INDICATES FOUND MONUMENT AS NOTED. CITY CO 397
Q - INDICATES SET 1 " IRON PIPE TAGGED, "L.S. 5750". FLUSH. _ _ _ SAN BERNARDINO_COUNTY —� _ 2
XX.XX' (RX) - INDICATES MEASURED AND RECORD DATA RIVERSIDE COUNTY
CITY OF RIVERSIDE 3
CcA r,rEFR 3.17' (R3)
NOTE:
�l E
SEE SHEET 1 FOR BASIS OF BEARINGS AND MONUMENT AND
ESTABLISHMENT NOTES.
SEE SHEET 3 FOR DETAILS.
DETAIL '"S"
N.T.S.
DETAIL '"D"
N.T.S.
N �
W �^
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Z coo
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Lo R7
13.51' I
^� 196
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I S29 ? 48'
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6
3.80' (R2) S24.O6'
N 6T 2S48g1?2)
DETAIL "C
N.T.S.
SHEET 3 OF 3 SHEETS