HomeMy WebLinkAboutRS0183P0004-0005SHEET 1 OF 2 SHEETS
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RECORD OF SURVEY 24-00163
IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA
BEING A SURVEY OF PORTIONS OF LOT 2 OF TRACT NO. 2203, AS PER MAP RECORDED IN BOOK
34, PAGE 65 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
THIENES ENGINEERING, INC. BRIAN L. THIENES P.L.S. NO. 5750
DATE OF SURVEY: ✓ANUARY 2019
COUNTY SURVEYOR'S STATEMENT -
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS 6 T DAY
OF SU A) E , 21249...
RYAN HUNSICKER, COUNTY SURVEYOR oNPL LAA10
COUNTY OF SAN BERNARDINO �C? NUNg� SGp
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L.S. NO.: 8302 PLS No,8302
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PURPOSE OF SURVEY. -
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARY
LINE OF PROPERTY DESCRIBED IN GRANT DEED RECORDED NOVEMBER 19,
2003 AS DOCUMENT NO. 2003-0869597, OF OFFICIAL RECORDS.
DATUM STATEMENT.•
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 PANATTONI DEVELOPMENT COMPANY
IN JANUARY,, 2019.
P.L.S. No. 5750
L/C. EXP. 121JI125
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE
SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM 198J (NAD83) BASED LOCALLY ON
CONTINUOUSL Y OPERATING REFERENCE STATIONS (CORS) "LORS " AND 'EWPP" AS SHOWN
HEREON (BASIS OF BEARINGS.- S 81'29'26" E). ALL BEARINGS SHOWN HEREON ARE GRID
BEARINGS.
COORDINA TES SHOWN ARE BASED ON NAD83, CCS83, ZONE 5, 2010.0 EPOCH, AS
FURNISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND PUBLISHED WITH
THE NATIONAL GEODETIC SURVEY (NGS). ALL DISTANCES SHOWN ARE GROUND DISTANCES,
UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES, MULTIPLY GROUND DISTANCES
BY A COMBINATION FACTOR 0.999941445 DERIVED LOCALLY AT F5] .
THE MAPPING ANGLE AT E IS 0'14'21..33"
CSRC CORS STATION "LOBS"
NORTH LATITUDE = 34'07'59.964925629"
WEST LONGITUDE = 117'45'14.604420000"
CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS),
ZONE 5 NORTH AMERICAN DATUM 1983 (2010.0 EPOCH)
44 Z5
DATE
NORTHING = 1, 870, 992.226 U.S. SURVEY FEET CSRC CORS STATION "EWPP"
EASRNG = 6,636,093.592 U.S. SURVEY FEET NORTH LATITUDE = 34 06'15.101325631 "
ELEVATION = 1583.63 U.S SURVEY FEET WEST LONGITUDE = 117'3132.058570000"
COMBINED FACTOR = 0.9999094212 CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS),
CONVERGENCE ANGLE = 0'0824.69 ZONE 5, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH)
NORTHING = 1, 860, 639.606 U.S. SURVEY FEET
EASTING = 6,705,286.971 U.S. SURVEY FEET
ELEVATION = 1194.66 U.S SURVEY FEET
COMBINED FACTOR = 0.9999335276
CONVERGENCE ANGLE = 0'16'13.55"
---- ____ 29 26 W
69967.66'
(6963.5W GRIP)
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* M NO. 5750 *
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San Bernardino County Recorder's Certificate
This map has been filed under Document Number 2025 • 01qqy64
this - 30'" day of J%AVW, 201f, at 11' 31 F m, in
Book 1 V3— of IteL*,fdj �at Page y s at the
request of Pg"44+0011l V•e� 101� My ,
in the amount of $ 13-
Josie Gonzales
Assessor -Recorder
�.911n+o -I:- an Bernardino Gev^*1
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by: ei6 r
Deputy Recorder
SHEET 2 OF 2 SHEETS
RECORD OF SURVEY 24-00163
IN THE CITY OF RANCHO CUCAMONG4, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA
00
BEING A SURVEY OF PORTIONS OF LOT 2 OF TRACT NO. 2203, AS PER MAP RECORDED IN BOOK
34, PAGE 65 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
THIENES ENGINEERING, INC. BRIAN L. THIENES P.L.S. NO. 5750
DATE OF SURVEY.- JANUARY 2019
MONUMENT AND ESTABLISHMENT NOTES:
FOUND 1 " IRON PIPE TAGGED 'S'BCO SURVEY" DOWN 0.1' PER R2; ACCEPTED
AS THE CENTERLINE INTERSECTION OF CENTER AVENUE AND 87H STREET.
20 FOUND I" IRON PIPE TAGGED ':SBCO SURVEY',' FLUSH, PER R2, ACCEPTED AS A
POINT BEING ON THE CENTERLINE OF CENTER AVENUE, 40.00' NORTHERLY OF
FOUND SPIKE & WASHER STAMPED "RCE 29224 ", FLUSH, PER CORNER RECORD
291/013; ACCEPTED AS THE CENTERLINE INTERSECTION OF 87H STREET AND
HAVEN AVENUE.
S. F. N.; CENTERLINE INTERSECTION OF HA VEN A VENUE AND SEVENTH STREET'
ESTABLISHED BY TIES PER CITY OF RANCHO CUCAMONGA STREET TIE BOOK 5,
PAGE 73.
C5 FOUND 1 " IRON PIPE WITH ILLEGIBLE TAG, DOWN 0.2;• ACCEPTED AS THE
CENTERLINE INTERSECTION OF 77H STREET AND CENTER AVENUE.
FOUND SPIKE & WASHER STAMPED "LS 5959 , FLUSH, PER R2; ACCEPTED AS
THE CENTERLINE INTERSECTION OF CENTER AVENUE AND PHILADELPHIA COURT.
LEGEND_•
( ) INDICA TES RECORD PER MAP REFERENCE.
INDICATES FOUND MONUMENT AS NOTED.
O INDICATES SET 1" IRON PIPE, TAGGED "LS 5750" FLUSH.
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EIGHTH
7� FOUND 2" IRON PIPE TAGGED 'IS 4552" DOWN 1.0, NO REF,• ACCEPTED AS THE
NORTHWEST CORNER OF PARCEL 2 OF R3.
FOUND 2" IRON PIPE TAGGED 'IS 4552", DOWN 0.3; PER R1; ACCEPTED AS THE
SOUTHWEST CORNER OF PARCEL 1 OF R3.
FOUND I" IRON PIPE WITH PLUG, TAGGED 'IS 2955"' NO REF,• ACCEPTED AS THE
INTERSECTION OF THE EAST LINE OF THE WEST 510.00 FEET OF LOT 2, OF R5
WITH THE NORTHERLY LINE OF SEVENTH STREET, 30.00 FEET IN HALF WIDTH.
0 EASTERLY PROPERTY LINE; ESTABLISHED BEING PARALLEL WITH AND DISTANT
EASTERLY 510.00' FROM THE EASTERLY LINE OF CENTER AVENUE (40' IN HALF
WIDTH) PER R4.
NORTHERLY PROPERTY LINE; ESTABLISHED BEING PARALLEL WITH AND DISTANT
SOUTHERL Y 688.00' FROM THE SOUTHERL Y LINE OF EIGHTH AVENUE (20' IN HALF
WIDTH) PER R4.
MAP AND OTHER REFERENCES:
R 1 RECORD OF SURVEY
R2 PARCEL MAP NO. 16042
R3 PARCEL MAP NO. 9318
R4 GRANT DEED, REC. I V 191200J
R5 TRACT NO. 2203
N 89'56'37" W 1323.07' (1323.07 R1)
SOUTHERLY LINE OF --,—
EIGHTH STREET PER R5
0 30 60 120 180
SCALE:1 "=60'
N 89'56'37" W 517.02'
510.00'
DOCUMENT NO. 2003-08695977 O.R.
4.595 NET ACRES
i? EXISTING R/W -VACATED
PER RESOLUTION NO. 2020-011
REC. 03/05/2020
DOC# 2020-0080662, O.R.
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SEVENTH
N 89'59'53" E 493.18'
N 89'59'53" E 510.01' o
550.01' (M&R1)
STREET
N 89'59'53" E 1324.99' (1324.99' R1)
STREET
R. S. B. 55194
P.M.B. 199147-50
P.M.B. 10JI56-57
DOC. NO. 2003-0869597, O.R.
M. B. 34165
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