rs158_092COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANC WI SECTION 8766 OF THE
PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF Aliend 2022
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DAVID L. MCMILLAN, COUNTY SURVEYOR o aQ\ <y
LS 8488 EXPIRES: 12-31-22 ct� � o
* No. 8488
EXP. 12-31-22
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COUNTY SURVEYOR'S NOTE
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, DIVISION 2
(COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE. THE
PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND
THEREFORE MAY NOT BE BUILDABLE PARCEL(S).
DAVID L. MCMILLAN, COUNTY SURVEYOR
LS 8488 EXPIRES: 12-31-22
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BASIS OF BEARINGS:
(NOT TO SCALE PROJECT
SITE MLFP
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N88.57.51 1W 529289.45 (GROUND)
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IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
SURVEY OFA PORTION OF LOT 4, BLOCK 66 OF THE LANDS OF
BAIMIARD AND EVANS
.t BOOK 3, PAGE 2 OF MAPS
RECORDS OF SAN BERNARDINO COUNTY
HILLWIGGOODROW, INC. MARCH 2021
CORS STATIONS
STATE PLANE. NAD 83(2011 ) CALIFORNIA ZONE 6. (GRID EPOCH 2010.00
MAT2
MLFP
-�'
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE BOUNDARIES OF THE
N-2257426.52
N-2279468.18
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PROPERTY DESCRIBED IN A GRANT
E-6201390.12
E-6237668.04
MB 16/4
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CNPP
DATA PER
DEED RECORDED JUNE 16, 2014 AS DOC
N-2258381.98
E-6149110.95
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SURVEYOR'S NOTES:
STATE PLANE, NAD
83(2011) CALIFORNIA ZONE 6. (GROUND)
MAT2
MLFP
N-2257425.74
N-2279468.06
s
E-6201389.77
E-6237668.77
0
ct-
CNPP
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R3: INDICATES RECORD DATA PER
0
N-2258381.2-3
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R4: INDICATES RECORD DATA PER
E-6149109.05
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R5: INDICATES RECORD DATA PER
CIN OF RIVERSIDE 11E SHEET 12506
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R6: INDICATES RECORD DATA PER
MB 26/27-28
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GRID TO GROUND
GRID TO GROUND SCALED AROUND POINT #2
GRID TO GROUND 1.0000296800
GROUND TO GRID 0.999970321
TIES TO PROJECT CONTROL
(NOT TO SCALE)
1 N75'52'05"W 23,066.03' (GROUND)
2 N80'30' 12'W 24,978.72' (GROUND)
1111;3 N26'41015"E 30,973.66' (GROUND)
4 N23'59'20"E 289637.05 (GROUND)
FD PK NAIL & WASHER
"RI
V CITY SURV", FLUSH.
ACCEPTED AS THE P.I.
ESPAR AN ZA ST. &
MARGUERITA AVE PER R8.
CONVERGENCE ANGLE AT
POINT 2 IS -00'37'54"
POINT #2
N-2283589.28
E-6213032.37
-897.02'
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LOT 3 BLOCK 66
MB 3/2 S.B.CO.
N56022'03"E 2023.89'
661.32'
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2 �� 0.80', PER R1. ACCEPTED AS
LOT CORNER.
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. � D°�' �� C° AS LOT CORNER.
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FD MANHOLE WITH CHIS. "X" NW'LY LINE FREDA AVE. SEARCHED, NOTHING ;° N
FD EST PER D1 r�
TIES. ACCEPTED AS THE P.I.
REEDA AVE. & MADISON ST.
PER R1
MB 11 /41 N56021'30"E
/ FD PK NAIL & WASHER, z
i A 33.00
RIVERSIDE CITY SURVEYOR ,
FLUSH, PER R2
FREDA 676.43' AVENUE w N -
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N56'21130"E 701.43' (701.42' R1) N
661.58' (661.25' R7)
661.21' (661.25' R7)
#2
N-2283589.28
E-6213032.37
FD MANHOLE WITH CHIS. "X"
TIES. ACCEPTED AS THE P.I.
LINCOLN ST. & MADISON ST.
PER R4
LOT "B" MB 11/41
(BUNKER AVENUE)
FD 3/4" I.P. W/ NAIL.
FLUSH. NO REF. DID NOT
ACCEPT. N15'21'17"E 0.63
FROM MOST EASTERLY
CORNER OF LOT B.
SEE DETAIL A
N 15'21' 17"E 0.63'
DETAIL "A"
SEARCHED, NOTHING
FD. EST. PER D1.
33' NORTHEASTERLY LINE LOT "B"
GRANTED TO THE CITY OF
RIVERSIDE PER RESOLUTION
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SEARCHED, NOTHING
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LINCOLN
SEARCHED, NOT FD. EST.
BY INTERSECTION
LOT 4 BLOCK 66
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1362.65
FD 2" I.P.. OPEN. DN 0.80'.
NO REF. DID NOT ACCEPT.
N 77'47'45"W 0.16' FROM
CALCULATED POSITION.
SEE DETAIL B. NOTHING SET.
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S56'21'16"W 1362.31 (1362.85' R10
FD PK NAIL &WASHER "RIV
CIN SURV", FLUSH.
MARGUERITA AVE. ACCEPTED AS THE P.I.
WASHINGTON ST. &
MARGUERITA AVE PER R9.
FD PK NAIL &WASHER. "RIV
CITY SURV", FLUSH, PER R13.
ACCEPTED AS THE P.I.
ESPARANZA ST. & THE N
SOUTHERLY TRACT BOUNDARY N
OF R14 N
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SHEET 1 OF 1 - 1.
RECORDER'S STATEMENT
FILED THIS DAY OF
_i��u�2Q17,20�AT �! TIP. M.
IN BOOK 15M_ REC QRI) S OF
SURVEY, AT PAGE _ _`LIQ AT
THE REQUEST OF THE COUNTY
SURVEYOR
FEE: � _!' DD _ NO.o�O�_4�SZ9
PETER ALDANA, ASSESSOR -COUNTY
CLERK- RECORDER
BY: _`�� -----. DEPUTY
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a STATEMENT OF PURPOSE:
1362.57°
R12: INDICATES RECORD
-�'
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE BOUNDARIES OF THE
R13: INDICATES RECORD
DATA PER
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PROPERTY DESCRIBED IN A GRANT
DEED RECORDED MAY 319 2019 AS
DATA PER
MB 16/4
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DOCUMENT N0. 2019-0195648 O.R.
DATA PER
DEED RECORDED JUNE 16, 2014 AS DOC
#2014-0220064
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SURVEYOR'S NOTES:
�
R1: INDICATES RECORD DATA PER
CORNER RECORD 00-268
�
R2: INDICATES RECORD DATA PER
CORNER RECORD 11-0923
w
R3: INDICATES RECORD DATA PER
MB 3/2 (S.B.CO. RECORDS)
v
W
R4: INDICATES RECORD DATA PER
CIN OF RIVERSIDE TIE SHEET 4898
R5: INDICATES RECORD DATA PER
CIN OF RIVERSIDE 11E SHEET 12506
c;s
R6: INDICATES RECORD DATA PER
MB 26/27-28
(n
R7: INDICATES RECORD DATA PER
MB 11/41
LOT 5 BLOCK 66
R8: INDICATES RECORD DATA PER
CIN OF RIVERSIDE 11E SHEET 12529
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R9: INDICATES RECORD DATA PER
CIN OF RIVERSIDE TIE SHEET 13116
N
R10: INDICATES RECORD DATA PER
MB 17/53
MB 3/2 S.B.CO.
6
R11: INDICATES RECORD DATA PER
MR 44/51-53
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R12: INDICATES RECORD
DATA PER MB 94/48-50
R13: INDICATES RECORD
DATA PER
CITY OF RIVERSIDE TIE SHEET 12528
R14: INDICATES RECORD
DATA PER
MB 16/4
0
R15: INDICATES RECORD
DATA PER
DEED RECORDED JUNE 16, 2014 AS DOC
#2014-0220064
SEARCHED, NOTHING FOUND. --�T
EST. AT SPLIT PER R3 I
1362.651
N56'20'30"E 2725.31' (2725.11' R6)
AVENUE
DETAIL "B"
N 77'47'45"W 0.16'
40'
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0
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Z:
D1: INDICATES RECORD DATA PER DEED RECORDED MAY 319 2019 AS DOC
#2019-0195648
• INDICATES MONUMENT FOUND AS NOTED
O INDICATES SET 1" I.P., PLS 9107, FLUSH
INDICATES CORS STATION USED TO ESTABLISH LOCAL CONTROL.
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM, CCS 83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS
(NPP, MLFP, AND MAT2 NAD83(NSRS2011) EPOCH 2010.00 AS SHOWN HEREON. ALL
BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM
REFERENCE MAPS OR DEEDS ARE SHOWN PER THAT RECORD REFERENCE. ALL
DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID
DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A
COMBINA110N FACTOR OF 0.999970321. CALCULATIONS ARE MADE AT POINT 2 WITH
COORDINATES OF N: 2283589.28 E:6213032.37 USING AN ELEVATION OF 897.02'.
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 FUSCOE ENGINEERING IN MARCH OF 2021
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SCOTT A. BROTCHIE, P.L.S. 9107
LICENSE EXPIRES 09/30/22
#3� No. 9107
N-2285099.75 EXP. 9-30-22
E-6215300.81 J'J. �P
FD PK NAIL &WASHER, 9T�`.OF Cq�\F���
"RIVERSIDE CIN SURVEYOR",
FLUSH, PER R5. ACCEPTED AS
LNCOLN AVEWASHINGTON ST. & RIV CQ 21 -244