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CONVERGENCE ANGLE AT
POINT 100 IS - 00'06' 46"
POINT #100
N-2240585.04
E-6499316.85
EL-359.51'
GRID TO GROUND
GRID TO GROUND SCALED AT POINT #100
GRID TO GROUND 1.000022657
GROUND TO GRID 0.99997734
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SHEET 1 OF 1 SHEET I
RECORDER'S STATEMENT
FILED THIS _!i DAY OF
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL
STATIONS "IDQG" "P741" AND "P491" NAD 83 (NSRS2011)AS SHOWN HEREON.
RECORD
OFSURVEY
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E IN BOOK _ S�1�L OF RECORDS
SURVEY AT PAGE q�
,OF
_ AT
ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND
DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT
BEING A SURVEY Of - A PORTION OF THE WEST HALF OF THE SOUTHWEST `0UA1?TE1?
THE REQUEST OF THE COUNTY
SURVEYOR
RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS
SPECIFIED OTHERWISE. GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING
Of- SECTION 15, TOWNSHIP 4 SOUTH,
RANGE 5 EAST, SAN BERNARDINO MERIDIAi'V
g No. _Z0�5= 0343$9a
THE GROUND DISTANCE BY A COMBINATION FACTOR OF 0.99997734.
FEE _,-QQ_
CALCULATIONS ARE MADE AT POINT #100 WITH COORDINATES OF
HlLLWlGwG00DR0Wq INC. DECEMBER �0�4
111=30' PETER ALDANA, ASSESSOR -COUNTY
N: 2240585.04 E:6499316.85, USING AN ELEVATION OF 359.51' (NAND 88.)30
0 15 30
60 � 20 CLERK- RECORDER
BY: _ DEPUTY
SURVEYOR'S NOTES:
CORS STATIONS
SURVEYOR'S STATEMENT
COUNTY SURVEYOR'S STATEMENT
R1 INDICATES RECORD DATA PER TRACT N0. 19776, MB 202/84-86
STATE PLANE. NAD 83, CALIFORNIA ZONE 6. (GRID EPOCH 2O17.501
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
R2 INDICATES RECORD DATA PER CORNER RECORD 13-0858
R3 INDICATES RECORD DATA PER RICH SANDS ESTATES N0. 3, MB
IDQG P741 P491
IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL
LAND SURVEYORS'
PROFESSIONAL LAND SURVEYORS' ACT THIS ��5 _DAY OF OGT 2025.
33/32
N-2223066.67 N-2146583.67 N-2152729.75
ACT, AT THE REQUEST OF GKW ARCHITECTS IN DECEMBER,
2024.
R4 INDICATES RECORD DATA PER CORNER RECORD 90-177
E-6565018.50 E-6476057.43 E-6568729.43
p,� LqN�
R5 INDICATES RECORD DATA PER RICH SANDS ESTATES, MB 31/58-59
STATE PLANE, NAD 83, CALIFORNIA ZONE 6. (,GROUND)
�`� \� L• MC,(�� `sG�
R6 INDICATES RECORD DATA PER GRANT DEED RECORDED DECEMBER 11,
2023 AS DOCUMENT N0. 2023-0367017
IDQG P741 P491
� � �� �
DAVID L. MCMILLAN, COUNTY SURVEYOR � , �y2 �
� �
R7 INDICATES RECORD DATA PER CERTIFICATE OF COMPLIANCE FOR LOT
N-2223066.27 N-2146581.54 N-2152727.76
ALAN C. HILLWIG, P.L.S. 5137 l� /2�
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LS 8488 EXPIRES: 12-31-26 o
°' A
MERGER 07-442, RECORDED JANUARY 4, 2008 AS DOC. N0.
E-6565019.99 E-6476056.91 E-6568731.10
LICENSE EXPIRES 06/30/27 �
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2008-0005638
* No. 5137 �
No. 8488
R8 INDICATES RECORD DATA PER GRANT OF ACCESS EASEMENT
EXP. 6-30-27
`r�9T
EXP. 12-31-26
��'9TAIII
RECORDED APRIL 26, 2005 AS DOCUMENT N0. 2005-0324173
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OF' CA1-�F�
SEARCHED, NOTHING FOUND.
EST. BY TIES PER R4. N00005'24"E 30.00'
ACCEPTED AS THE C
INTERSECTION OF DATE PALM (SOUTH 30' R1)
DRIVE & ALISO ROAD S63'35'43"W 0.21"
J (EXAGGERATED FOR CLARITY
870.00' (N8954' E 870.009 R5) -
SET NAIL & TAG, PLS 5137,
FLUSH, IN TOP OF CURB AT
PROPERTY LINE PROJECTED
N89'59'55"E 192.59' (N89*52'31"E 192.63' R1)
FD MAG NAIL, FLUSH, NO REF. FD MAG NAIL, FLUSH, NO REF.
DID NOT ACCEPT. S63'35 43 W DID NOT ACCEPT. S63'35'43"W
0.21' FROM CALCULATED 0.21' FROM CALCULATED M
POSITION. POSITION.
N89'59'55"E 1199.640 (1199.69t CALC BETWEEN R1, R3, & R5)
192.64' (N89*52'31"OE 192.699 R1) 77
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LISO 60, ALISO ROAD N o
R/W PER R1 M
8.50' 1
-- 192.70' (192.75' R19 192.61' R6)
(13.00# R8) PARCEL 2
N 89'S4' 36"W 13.00'
DOC. #2023-0367017
RECORDED 12/11 /2023
EASEMENT FOR INGRESS, EGRESS,
`L bcO 13' AND ACCESS PER DOCUMENT
ul 00 RECORDED APRIL 20, 2005 AS
v DOCUMENT NO. 2005-0324173
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SET SPIKE & WASHER PLS
5137, FLUSH IN CONCRETE
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INSTRUMENT NO. 1987-163484 O.R.
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DRIVEWAY
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1 1 193.05' (192.95" R7)
SEARCHED, NOTHING FOUND.
EST. BY TIES PER CORNER
RECORD 14-0415. ACCEPTED
AS THE INTERSECTION OF DATE
PALM DRIVE & RAMON ROAD
870.00' (870.00p R5)
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N00'05'24"E 10.00'00
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FD MAG NAIL FLUSH NO
N89'59'45"E 1200.15' (N89-054'E 1200.04' R3)
REF. HELD AS GRID -GROUND
RA
SCALE POINT
8.49'
#419
N: 2240868.19
N00'00'46"W 30.00'
E:6499646.28
>' (NO000711609W 30' R1)
FD 1" I.P. W NAIL & TAG LS
7874 FLUSH PER CR
SEARCHED FOR 3 4" I.P.
2023-1928. ACCEPTED AS THE
PER R1. NOT FOUND. EST.
INTERSECTION OF ALISO ROAD
BY RECORD DISTANCE
& SAN ELJAY AVE.
PER R3.
--- 137.00' (N89*549E 137.00'
R39 N89'52931 "E 137.06' R1)
ROAD
SET NAIL & TAG, PLS 5137,
FLUSH, IN TOP OF CURB AT
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PROPERTY LINE PROJECTED
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RICH SANDS ESTATE
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(NOO*05150$#W 10.00' R6) #103
N: 2240588.24
E:6499646.34
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w a, FLUSH PER CR 13 0858.
o t ACCEPTED AS THE
INTERSECTION OF RAMON
ROAD & SAN ELJAY AVE.
137.00' (137.00' R3)
SEARCHED NOTHING FOUND.
EST. BY RECORD DISTANCE ROAD
PER R3.
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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 No. 8488
LS 8488 EXPIRES: 12-31-26 EXP. 12-31-26
�F CALIF
BASIS OF BEARINGS:
(Nor TO scntE)
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N86'12'20'E 929877.78' P491
P741 (GROUND) (TIE)
TIES TO PROJECT CONTROL
1419 (NOT TO SCALE)
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IDOG
/103
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ON74*46'02"W 67,754.19' (GROUND) � 0P
2� P741 N74'59'45"W 67,681.12' (GROUND)
Q N14'05'12"E 96,921.21' (GROUND)
Q N14'02'47"E 97,192.75' (GROUND) V 0 -00 9
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