rs148_0977TH STREET
02
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EVANS STREET �c
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ESPLANADE AVE PROJECT
SITE
VICINITY MAP
N.T.S
NOTHING, IN LIEU OF 2" IP TAGGED "R.C.E.
12116" PER R6, TIED PK NAIL, REMOVED 1i
AND SEARCHED BELOW, FOUND NOTHING�� o�
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PG No
_..-- N89052927"W 426.00' (M&R R7)
33'
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33'
33'
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SHAVER
IN THE CITY OF SAN JACINTO, RIVERSIDE COUNTY, CALIFORNIA
RECORD OF SURVEY
FOUND COPPERWELD. FLUSH
TAGGED LS 3499, ACCEPTED AS
THE �. INTERSECTION OF JESSICA WAY
AND SHAVER STREET, PER R7
STREET
OF A PORTION OF LOT 5 AS SHOWN BY MAP ON FILE IN BOOK 8 OF MAPS, PAGE
386 RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, BEING IN THE PROJECTED
SECTION 35, TOWNSHIP 4 SOUTH, RANGE 1 WEST, IN RANCHO SAN JACINTO VIEJO.
0
2
8 11 12 15 16 19 20 23 24 27 28 31 32
oi
3 � o
4
5
9 10 13 14 17 18 21 22 25 26 29 30 33
6
7 N89I56'23"EI 834.57' (827-000 R2) 1
Ll 1 Ll 2 of to post lips lots Pool poll too$ poll poll $M Ll 3
o S89056'23"W 867.48' (S89*56923"W R3) -�
M `r SECOND STREET , � �--L9--cq
TAG, FLUSH, IN LIEU 1" IP
PER R3, ACCEPTED
AS CE INTERSECTION OF
SECOND STREET AND HEWITT
STREET
-� 9 I 11 13 16
3
4
5 00
6
P�
10 12 14 15
4' (385.00' CFR2) -�
TAG, FLUSH, IN LIEU OF
RAILROAD SPIKE, ACCEPTED
AS CL INTERSECTION OF
EVANS STREET AND HEWITT
STREET PER R1
IV LS
FOUND 1" IP NO TAG, DN �l
0.2', IN LIEU 1" IP PER RS
106/51, ACCEPTED AS NE
COR OF LOT 15 PER R3
1 3 5 7 9 11 13 15 17 19
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CD
1
P�
2 4 6 8 10 12 14 16 18 20
447.34' (450.00' R2 & CFR4)
L5 I » is » � ��� L14 L6 I »» 1 9999I » I fill I poll I »» I »» I »>l »>l
830.08' (835.001 CFR2)
S89'45946"E 1311.00 (1313.78 CFR2)
EVANS STREET
100 50 0 100 200
SCALE: 1 "=100'
t �oz�a0 a rOx. inc.JANUARY, 2017
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FOUND 3/4" IP TAGGED."PE
1547", UP 0.1' ACCEPTED
AS NORTHWEST CORNER OF
LOT 16, PER R1 & R2
N89'52'27"W 483.92' (483.78' R2)
283.18' 200.74'
FOUND 3/4" IP TAGGED "PE
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15470' UP 0.119 IN LIEU OF 0
1 "IP TAGGED "LS 2831"9 o
ACCEPTED AS NORTHEAST
CORNER OF LOT 32 PER R2 N NOT A PART
& R5
S89'52927"E 200.74'
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GRANT DEED CO
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DOC# 2016-0548471 N
0
FOUND 3 4" IP TAGGED N
"PE1547" DN 0.351,PER R1, 0
ACCEPTED AS NORTHWEST
CORNER OF TRACT 29992
MB 354/30-32
S89'51'00"E 482.42'
241.67' 241.21'
DATA TABLE
L#
DISTANCE
BEARING
RECORD DATA
L1
15.07'
S00'00'29"W
CF
L2
30.00'
S00'06'57"E
INDICATES NAIL AND TAG
L3
30.00'
S00006957"E
L4
179.62'
S89'45'46"E
180.00'. R2
L5
49.89'
N 89'45' 46"W
50.00' R2
L6
44.73'
S89045'4619E
45.00' R2
L7
45.70'
N89056'239*E
45.00' R3 & R4
L8
45.70'
S89056' 23" W
45.00' R3 & R4
L9
91.41'
N89056'23"E
90.00' CFR4
L11
181.65'
N89 -5612391E
180.00' R2
L12
50.46'
N89'56'239'E
50.00' R2
L13
47.43'
N 89'56' 23"E
47.00' R2
L14
54.68'
S89045'46"E
55.00' R2
� ( � o � 11
o 10
C�v
GRANT DEED GRANT DEED � ��/ /�.D
DOC# 2016-0028593 DOC# 1991-209908 � 0)�
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W�� � 0)MO
30' EASEMENT
lo - Log V \J
PER DOC# 2016-0548470 N V) pj N
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to
0 Lo
N z 8 �
FOUND 3f4'° IP TAGGED
"PE1547", ACCEPTED AS �
SOUTHWEST CORNER OF
TRACT 29992 PER R1 '� 2 3
480.921 (483.78' R2) �
240.46' 1 240.46'
ESTABLISHED BY PRORATION M
SURVEYORS STATEMENT
THIS RECORD OF SURVEY SHOWS A 7.6' DISCREPANCY BETWEEN THE
RECORD TOTAL DISTANCE OF THE SOUTHERLY LINE OF BLOCK B OF
300 R2 AND THE MEASURED DISTANCE. THE ORIGINAL INTENT OF R2 WAS
TO CREATE A RECTANGULAR LOT 5, WITH NO ANGLE POINTS ALONG
�T THE WESTERLY LINE. THIS RECORD OF SURVEY MAINTAINS THAT INTENT
j� AND PRORATED THE DIFFERENCE AMONG THE SOUTHERLY LOTS OF
BLOCK B OF R2. THE LINES OF OCCUPATION AGREE WITH THE
RESULTS OF THE PRORATION.
ZO\'1- ()32-C) 648c6
QknCa1
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS 10"' DAY OF P�����201 :1,
AT 1.60 ff.M. IN BOOK OF RECORDS OF
SURVEY, AT PAGE nlAT THE REQUEST OF THE
COUNTY SURVEYOR.
N0. Sb1'1-Q3?A5�`t3
FEE i'e7) •0.7
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: DEPUTY
dF\, u .0
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 EASTERN
MUNICIPAL WATER DISTRICT IN JANUARY, 2017
0 r
1-7 7 2 ¢// f
BRIAN D FOX, .L.S. 7171
REGISTRATION EXPIRES: 12/31/17 \oNA� FANO s
14.
a �
�F OF CAI_\E��
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF THE PROFESSIONAL LAND SURVEYORS ACT THIS
3 e ot DAY OF �e. os 2017.
' /.l 6%✓�7bNPS LANG
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RI ARD G. LANTI ,COUNTY SURVEYOR �����P�° G.
�-gyG�L�
PROFESSIONAL LAND SURVEYOR N0. 7611 0 �
REGISTRATION EXPIRES 1231 2018 a � � �
76N�
OF CA0ED
BASIS OF BEARINGS
BASIS OF BEARING FOR THIS SURVEY IS THE WEST
LINE OF LOT 6, H.T. HEWITT'S PLAT PER R2,
SHOWN AS BEING N00'05' 13"E PER R 1
STATEMENT OF PURPOSE
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE
PARCEL OF LAND CONVEYED TO EASTERN MUNICIPAL
WATER DISTRICT AS DESCRIBED BY DOCUMENT
#2000-448935 RECORDED 12/09/2016. SAID PARCEL
BEING A PORTION OF LOT 5 OF MB 8/386
SURVEY NOTES
• DENOTES FOUND MONUMENT AS NOTED
O DENOTES SET 1 " IRON PIPE FLUSH W/ PLUG
MARKED IS 7171" UNLESS OTHERWISE NOTED
M&R
INDICATES MEASURED AND RECORD
SFN
INDICATES SEARCHED FOUND NOTHING
S&W
INDICATES SPIKE AND WASHER
CF
INDICATES CALCULATED FROM
N&T
INDICATES NAIL AND TAG
L&T
INDICATED LEAD AND TACK
()
INDICATES RECORD DATA
R1
DENOTES RECORD DATA PER MB
354/30-32
R2
DENOTES RECORD DATA PER MB
8/386
R3
DENOTES RECORD DATA PER RS
106/51
R4
DENOTES RECORD DATA PER MB
1/36 S.D.CO.
R5
DENOTES RECORD DATA PER CR
04-632
R6
DENOTES RECORD DATA PER RS
50/27
R7
DENOTES RECORD DATA PER MB
194/80
RIV, CO. 17-055