rs149_026IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD (DF SURVEY
LOTS 12 AND 13 IN BLOCK 20 OF THE MAP OF SANTA FE TRACT AS SHOWN BY MAP
ON FILE IN BOOK 6, PAGE 14, OF MAPS, RECORDS OF SAN BERNARDINO COUNTY,
CALIFORNIA. LOCATED IN SECTION 26, TOWNSHIP 2 SOUTH, RANGE 5 WEST, S.B.B.M.
PAYAN SURVEYING, INC. APRIL 2017
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 SURVEYOR'S
ACT, AT THE REQUEST OF ALEJANDRO H. SERRATO ON
APRIL 6, 2017
ATANAClO PAYAN v
P.L.S. 7796
DATE: 10-4-2,017
S�0 SAND SUNG
v Q 9'L
� P.L.S. 7796
\sI9lF p�'
OF Cad-��`
CO UN TY S UR VE YOR'S STATEMENT.'
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF THE PROFESSIONAL LAND SURVEYOR'S ACT THIS
---
11 -- DAY OF 0 ce;1-----------, 2017.
DAVID L. MCMILLAN, COUNTY SURVEYOR
P.L.S. 8488
� No. 8485 2
Exp. 12-31-18
QF
RECORDER'S STATEMENT
SHEET 1 OF 1 SHEET
FILED THIS14,k.yAY OF �G� g6e. 2017 AT_'¢• �llllf.M
IN BOOK OF RECORDS OF SURVEY AT PAGE 2(0
AT THE REQUEST OF THE COUNTY SURVEYOR.
NO.
FEE-- -----------------
PETER ALDANA, ASSESSOR—COUNTY CLERK—RECORDER
BY: �� __ __ _ _ _ ____, DEPUTY
PURPOSE OF SURVEY:
THIS MAP IS BEING FILED PURSUANT TO SECTION 8762
(B) (2) OF THE PROFESSIONAL LAND SURVEYOR'S ACT
TO SHOW MONUMENTS SET AND PROPERTY LINES
ESTABLISHED DURING THIS SURVEY.
SURVEYOR'S NOTES:
R 1 = INDICATES RECORD OR CALCULATED DATA PER THE MAP OF THE SANTA FE TRACT, M.B. 6114 S.B.
= INDICATES FOUND MONUMENT AS DESCRIBED HEREON.
0 = INDICATES SET 1" I.P. WITH NAIL AND TAG STAMPED "PLS 7796" FLUSH WITH GROUND, ESTABLISHED BY PRORATION PER R 1.
o = INDICATES SET NAIL AND TAG STAMPED "PLS 7796" ON CONCRETE, FLUSH WITH GROUND, UNLESS OTHERWISE NOTED, ESTABLISHED BY PRORATION PER R 1.
Ffl = FOUND 3/4" IRON PIPE IN MONUMENT WELL PER CITY OF RIVERSIDE TIE BOOK 1569.TIF, SET NAIL AND TAG STAMPED "PLS 7796", DN. 1.1' FROM PAVEMENT SURFACE.
F2 = FOUND 2" IRON PIPE WITH "X" ON BRASS ROD IN CONCRETE IN COUNTY SURVEYOR MONUMENT WELL PER CITY OF RIVERSIDE TIE BOOK 13878.TIF, DOWN 0.6' FROM PAVEMENT SURFACE.
[21 = FOUND 2" IRON PIPE WITH "X" ON BRASS ROD IN CONCRETE IN MONUMENT WELL PER CITY OF RIVERSIDE TIE BOOK 8360.TIF, DOWN 0.7' FROM PAVEMENT SURFACE.
F-41 = FOUND 1 1/4" IRON PIPE WITH PUNCHED SPIKE PER CITY OF RIVERSIDE TIE BOOK 1 1213.TIF„ DOWN 0.3' FROM PAVEMENT SURFACE.
F5-1= NO TIES FOUND PER CITY OF RIVERSIDE TIE BOOK 10547.TIF, ESTABLISHED BY BEARING—BEARING INTERSECTION. POINT FALLS ON SEWER MANHOLE.
F6_1 = NGS MONUMENT, DESIGNATION: NEWMAN, PID:DX3863, STAMPING:NEWMAN 1939, N:2,300,754.21, E:6,219,490.65, CALIFORNIA STATE PLANE COORDINATES SYSTEM (CCS83), ZONE VI
FOUND U.S COAST AND GEODETIC SURVEY BRASS DISK ON THE NORTHEAST SIDE OF 14TH. STREET AND NORTHWEST SIDE OF MAIN STREET, IT IS IN THE PARK STRIP AT THE EDGE OF THE
SIDEWALK, 117 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF FOURTEENTH AND MAIN STREETS.
7M = NGS MONUMENT, DESIGNATION:JUNCTION 2, PID:DX2755, STAMPING:JUNCTION 2 1930, N:2,304,288.47, E:6,224,717.97, CALIFORNIA STATE PLANE COORDINATES SYSTEM (CCS83), ZONE VI
FOUND U.S COAST AND GEODETIC SURVEY BRASS DISK IN THE NORTHEAST PART OF RIVERSIDE, ABOUT 400 FEET NORTHEAST OF INTERSECTION OF FIRST STREET AND LA CADENA DRIVE,
THENCE IT MAY BE REACHED VIA DIM ROAD WHICH PARALLELS RAILROAD TRACKS ON WEST, STATION IS ABOUT 200 FEET SOUTHWEST OF SIGNAL TOWER, 35 FEET WEST OF JOINT TRACKS
OF ATCHISON, TOPEKA AND SANTA FE RAILWAY AND UNION PACIFIC RAILROAD, AND ABOUT 30 FEET WESTERLY FROM SIGN RIVERSIDE JUNCTION.
-- 7 BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM CCS83, ZONE 6, BASED LOCALLY
ON NGS HORIZONTAL CONTROL STATIONS "NEWMAN"' AND "JUNCTION 2" NAD 83 (19.92) EPOCH 1991.351, BEING N 55' 56' 13" E.
z c ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING
LA o THE GROUND DISTANCE BY THE COMBINATION FACTOR OF 0.999981 13. CALCULATIONS ARE MADE AT NGS CONTROL STATION DX3863
w
� 'o NEWMAN WITH COORDINATES OF: N: 2300754.21, E: 6219490.65, USING ELEVATION OF 856.00'
cp c;cn
09
rn o o
FOURTEENTH STREET
3
N 60' 15' 15" W 481.20' (481.19'R 1) 5
2
- -- - --- - --- - ---- - --- - --- - - - - ----- -
350.12' (350'R1) 131.08' (131-19"Rl)
rM
N 6 0' 15' 15" W 142.06' (142' R 1) N 60' 15' 15" W 142.06' 0
I 'f7L
16'
W
J
J
I Q
I
Cv37 I
Z I
u
CC)
a I
co I
co ^
w
to
t 0 �
:y N I
v o �
o
to LOLO
I N N
O t
(p
O I
2
w
p w �t dam. I d' Z)
LO lco QD ' Z
ca �"1.4-
:D
� � j W
Z w � v v , A y � W
Ij J.
W W � I �. MAP O TH SANTA F' N N EO I i� �'`'�
> r E TRACT N MAP OF SANTA FE TRACT � �, > �
i� M.B. o/ 14 S.B. co co M.B.6714 S.B. LO
25'
W 25''01 BLOCK 2O DOWN 1.0' Lo Lo BLOCK 20 c, c
:n > w I 14 FROM LOTS 1 TH R U 9 w �'
to OA w GRANT DEED INST. NO. 21748, GROUND w w a I w CJS
N RECORDED JANUARY 20, 1993 SURFACE m a N = J W
Z qt N N 60' 14' 43" W 142.0 6' (142' R 1 N 00 N t N J
w - ) .� �- O
N d' N �
Z v MAP OF THE SANTA FE TRACT � N N Z N a
Z 0 M,B. 6/14 S.B. x z z z o
I BLOCK 20 LO o O
13
ciGRANT DEED DOC. NO. 2017-00124339
RECORDED JANUARY 11, 2017 0
t N 60014'37" W 142.06'(142'R 1) �0 Z
I � O
MAP OF THE SANTA FE TRACT
0 M.B. 6/14 S.B.
w
0 BLOCK 20 U + CONVERGENCE ANGLE
u v
0 120 = —0' 37' 12.7"
0 GRANT DEED DOC. NO. 2017-0012433, o
I RECORDED JANUARY 11, 2017 U-)
t
N 60"14231" W 142.06' (142' R 1)
MAP OF THE SANTA FE TRACT
I M.B. 6/14 S.B. t
BLOCK 20
11 ^
I cr GRANT DEED DOC. NO. 2016-0108385,
RECORDED MARCH 21, 2016 I
0
c� W
Q SCALE: 1 " = 40'
I 16'
I 0' 40' 80' 120'
6
I N 60"14'18" W 142.06' (142' R 1) N 60"14'18" W 142.061 (142' ) I
w
52�= 4„ W N
3975 OG --- -
ID) N 60' 14'18" W 350.12' (350' R 1 )
1 CE Rlv. co. 17-057
OTTA
G STREET 4