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THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83)
j BASED LOCALLY ON CONTINUOSLY OPERATING REFERENCE. STATIONS (COBS)
GISA„ANDP584 AS SHOWN HERON BASIS OF BEARINGS.
S 52 01 09„E. ALL BEARINGS SHOWN HERE ON ARE GRID BEARINGS.
COORDINATES SHOWN ARE BASED ON NAD83, ZONE 5, 2010.0 EPOCH, AS PUBLISHED
BY NATIONAL GEODECTIC SURVEY (NGS). ALL DISTANCES SHOWN ON SURVEY ARE GROUND
DISTANCES, EXCEPT FOR THE TIES FROW COBS STATIONS ARE GRID.
TO OBTAIN GRID DISTANCES , MULTIPLY GROUND DISTANCE BY A COMBINATION FACTOR
I OF 0.999895473 DERIVED LOCALLY AT PT.# 1 N 33059'57.9058011 W 117'03106.83491to WITH
A NORTH AMERICAN VERTICAL DATUM OF 1929 (NAVD29) ELEVATION 2453.00,
Cn1 CONVERGANCE ANGLE AT PT.#1 IS 00'32'25.54"
c./
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T
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N. LINE BLK 200 -
' � r 660.24 ' ] (660. 1 ' ) 660.2311
N 88 36 3�� E 6 660.24 [C ]
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ID
FD 3/4" IP NO TAG °
0 0
PER RS 160/67
DN.„0.6' IN LIEU OF FD 1"CSM PER RS 197/69-709
3/4 IP LS 3913- & SB CO. FB 494/35, DN. 0.2'
PER PMB 197/69 70 C/L ANGLE PT.
G PMB 108/8
SET PLS 5613 TAG
x
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DETAIL "A"
PROPERTY
LINE
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STATION 0+00, STATIONS INCREASING
NLY. ALONG PROPERTY LINE30'08"
N
89''
E 230.00
STATION
LT/RT
OF PL
DESCRIPTION
0+14.7
0.9"
RT.
CLF
ANGLE PT N-W
+79.6
1,1'
RT.
CTR
WALL ANGLE PT N-
1+07.8
0.8�
LT.
CLF
INT. N-E-W
1+08.1
0.8
RT.
CTR
WALL WEND
0.8'
RT.
CLF
WEND
0.5'
RT.
NF
E.END ROCK WALL
1+79.8
0.8"
LT
CLF
ANGLE PT S-W
FD 1" IP RE 1921 DN.
0.7'
PER RS 160/87 AT E.SIDE
CONCRETE FENCE POST
FTG.
13.83:-)) 75) I x
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201
Rs 1(50/(057
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FD 3/4" IP PLS 5613
PER RS 160/87
FLUSH ON LINE
I NW COR. BLK 216 MB 9/3 FD 1" IP RE 1921 DN.0.7' PER
I ESTABLISHED BY PROPORTIONATE RS 160/87, SE COR. BLK. 201
MEASUREMENT
N 89 '30 ' 08 " E 659.96 ' [ [659.96 ' ] ] (660 ' ){660.04 ' } ..�„
430.00' 229.96' (230.00' ) d
I o I
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--------------SURVEYOR'S NOTES-------------
1. • INDICATES FOUND MONUMENT AS NOTED
2. Q INDICATES SET 1" IRON PIPE PLS 5613 FLUSH
UNLESS NOTED OTHERWISE
3. SFN INDICATES SEARCHED & FD. NOTHING
4. () INDICATES RECORD DATA PER MB 9j3
5. { } INDICATES RECORD DATA, PER PMB 59/1-2
6. [ ] INDICATES RECORD DATA PER PMB 197/69-70
7. < > INDICATES RECORD DATA PER MB 241/50-52
8.[[ ]] INDICATES RECORD DATA PER RS 160/87
9. « » INDICATES RECORD DATA PER PMB 254/45-47
10.(( )) INDICATES RECORD DATA PER PMB 257/25-26 SB CO.
11.{{ }} INDICATES RECORD DATA PER RS 142/63
12.()d INDICATES RECORD DATA PER GRANT DEED, DOC# 2015-0172001
O.R. REC.04/28/2015
N 88 '36 ` 17 " E 685.35 ' (685,31 � ((685.35 '
)
657.50' (657.4' ) C (657.50' ) }
� SEARCHED & FD NOTHING
O Q 0 ALL TIES DESTROYED
D o o BY NEW CONSTRUCTION
ESTABLISHED AT RECORD
DISTANCE PER RS 142/63
AND PMB 257/25-26 IN
S.B. CO., SET SPIKE &
WASHER STAMPED PLS 5613
R 0 A D
=
)
N 89'36'06" E 657.52'
627.52 ' (627.30 ' )d
a o0
J(D 0
1071
PARCEL A. GRANT DEED
DaC# 2016-0172003 O.R.
RFC. 04/28/2016
SET CONCRETE NAIL
G PLS 5613 TAG IN
FENCE POST FTG.
N 89 429 ' 21 " E 657.48 ' [ C 657.48 ' ] ] (657.31)
-' {657.6_6_ ' }
00
(100_
527 8 ' N0 '3119" W60 64 ' .0 0
(60.64'}d .00 )d
N 89 '29 ' 21 " E 66.82 ;
SET CONCRETE NAIL 6 (66.82 )d
PLS 5613 A I TO OF
o EAST LINE PER BK . 1353 PG . 330
OR. REC.3/25/1952
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N 89'29' 21" E
460.70' (460.48' ) d
166.82
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SFN UPPER LEFT I
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FD 1"Ip LAYING OVER
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DN . 0.5 ' NO REF.
SET CONCRETE NAIL
�
430.00 I
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89 30 08 E 230.00
SET 1 IP PLS 5613
& PLS 5613 TAG IN
V
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FENCE POST FTG.
SET SPIKE & WASHER
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PAW-1
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STAMPED PLS 5613
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(27.9`)
{ {27.85 ; } }
27.85
FD 1"ROD DN. 1.5' IN
LIEU OF 1" SQUARE SPIKE
DN. 1.6' PER RS 142/63
FOR NW COR. SEC. 13
SCALE 111=100' w
ROGERS CT. -
SURVEYOR'S
FD 1"IP W/PP ILLEGIBLE
FLUSH IN LIEU OF 1"IP
RCE 24979 PER MB 241/50-52
FD 1 "' I P W/PIP ILLEGIBLE
DN. 0.2' PER RS 160/87
NE COR. BLK. 217 MB 9/3
-02. 09'
LORDASQN DR.
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FD 1 " IP W/PF'°' ILLEGIBLE
DN. 0.2'
PER RS 160J87 IN LIEU
OF 1"IP RCE 24979 PER
MB 241 /50 -52
inu
onigP 9.
9... 0 a3 -- 0 50073
SHEET 3 OF 1 ✓
RECORDER'S
STATEMENT
FILED THIS %IStDAY OF NOV 9 2023, AT ICJ --AM/PM.
IN BOOK 101-OF RECORDS OF SURVEY, AT PAGE 3 AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. 3 - 0350073
FEE � I' 00000'o'
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: DEPUTY
IN THE CITY OF CALIMESA
COUNTY
7
RECORD OF SURVEY
OF A PORTION OF BLOCK 199,216, AND 217 OF SUBDIVISION NO, 9 OF
A PART OF YUCAIPA VALLEY, AS SHOWN IN BOOK 9, PAGE 3 OF MAPS
RECORDS OF RIVERSIDE COUNTY STATE OF CALIFORNIA.
LOCATED WITHIN SECTION 14, T 2 S, R2 Wo S.B.M. N
JD COLE & ASSOCIATES INC. SEPTEMBER 2021
0
S
e
PURPOSE OF SURVEY
TO MONUMENT THE CORNERS OF PARCEL A AS
DESCRIBED IN GRANT DEED, DOC.#2015-0172001
O.R. RECORDED 4/28/15
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 SAN GORGONIO PASS
WATER AGENCY IN APRIL, 2023.
�P��g D . c� N
� 71p Z a
James D. Cole PLS 5613 Date PAS 5613
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT
THIS�pAY OF 2023.
DAVID L. McM LLAN COUNTY SURVEYOR
P.L.S. 8488
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COBS STATION GISA LAT . N 34 04 09.47436