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IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 1 OF 16 SHEETS
RECORD OF SURVEY
RECORDERS�11��STATEMENT:
__I.
. , BEING A SURVEY OF A PORTION OF SECTIONS 9 AND 10 OF TOWNSHIP 6 SOUTH, FILED
�THIS
gL`t—DAY
CO�F_ �J[Ylll ,2018
RANGE 4 WEST OF THE SAN BERNARDINO MERIDIAN AT-1-31-WIN BOOK_1 L OFF RECORDS OF SURVEY,
m HUNSAKER AND ASSOCIATES IRVINE, INC. AT PAGES_I� 1 AT THE REQUEST OF THE
JASON R. KINNIE, RLS.7090 DATE OF SURVEY:APRIL 2018 COUNTY SURVEYOR. �Q
FEE: NO. 4b l o-03&(p 136
PETER ALDANA,ASSESSOR-COUNTY CLERK-RECORDER
BY: DEPUTY
VICINITY MAP COUNTY SURVEYOR'S STATEMENT:
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SFUTION 8766 OF THE PROFESSIONAL LAND
SURVEYORS'ACT THIS 1]_DAY OF!k 1 2018.
15 y y
y �y PROJECT LOCAl!ON DAVID CMILLAN,COUNTY SURVEYOR
r---- ----1 P.L.S. 8488 --
Pp _ EXPIRES: DECEMBER 31,2018 ��pND SL�NYON
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LAKE ELSINORE 4p
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f SURVEYOR'S STATEMENT:
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN
15 CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS'ACT AT
Q THE REQUEST OF THE CITY OF LAKE ELSINORE IN DECEMBER 2017.
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EXPI : DECEMBER 31,2018 6 FOQ
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PURPOSE STATEMENT:
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE CURRENT CENTERLINE OF
RAILROAD CANYON ROAD AS CONSTRUCTED, TO ESTABLISH THE CURRENT RIGHT OF WAY OF RAILROAD
CANYON ROAD PER R14 AS IT RELATES TO ADJACENT PROPERTIES AND TO DOCUMENT MATERIAL
DISCREPANCIES, MATERIALLY ALTERNATE POSITIONS OF LINES AND LINES NOT SHOWN ON MAPS OF
RECORD IN ORDER TO SATISFY SECTIONS 8762(b)1-5 OF THE PROFESSIONAL LAND SURVEYORS'ACT.
ESTABLISHMENT METHODOLOGY:
THE SEMI TANGENT OF THE 80 FOOT WIDE RAILROAD CANYON ROAD WAS ESTABLISHED FROM THE ALTERNATE
NORTHWEST CORNER USING THE RANDOM UNE AS SHOWN ON FIELD BOOK 619,PAGE 68(R18). THE CENTERLINE
AND RIGHT OF WAY WAS THEN ESTABUSHED AT RECORD ANGLE AND DISTANCE PER DEED PLAT X30 AND 701-L
(R5) EAST AND WEST. THE ALIGNMENT WAS THEN VERIFIED USING THE RECORDED RIGHT OF WAY ACQUISITION
DOCUMENT R16. THE CALTRANS MONUMENTATION AND RIGHT OF WAY MAPS(R4) WERE CONSIDERED TO BE THE
BEST EVIDENCE TO RE-ESTABLISH THE CENTERLINES AND RIGHT OF WAYS OF GRAPE STREET, 110-FOOT WIDE
RAILROAD CANYON ROAD AND CALIFORNIA SOUTHERN RAILWAY IN SECTION 9.THE ABOVE DESCRIBED CENTERLINES
AND RIGHT OF WAYS WERE CALCULATED AS A WHOLE FIGURE AND ORIENTED TO THE SOUTH LINE OF SECTION 10.
THE RIGHT OF WAY OF GRAPE STREET PER R3 WAS ESTABUSHED FROM THE COMMON RIGHT OF WAY LINE OF R3
AND R4. THE ABANDONED RAILROAD RIGHT OF WAY IN SECTION 10 WAS ESTABUSHED FROM THE FOUND
MONUMENTS PER R7 AND WAS ESTABLISHED TO THE WEST AND EAST UNES OF SECTION 10 USING THE RECORD
ANGLE AND DISTANCE PER R8.
COUNTY SURVEYOR'S NOTE:
OVER THE YEARS VARIOUS RECORDED MAPS IN THIS AREA HAVE SHOWN ALTERNATE PROCEDURES TO
ESTABLISH THEIR BOUNDARIES.IT IS HIGHLY RECOMMENDED THAT FUTURE SURVEYS CONDUCTED IN THIS
AREA RENEW ADJOINING MAPS IN THE AREA AND EVALUATE THE INFORMATION SHOWN ON THESE
RECORDED MAPS.
THIS SURVEY HAS DEPICTED THESE VARIATIONS AND HAS ESTABLISHED THE EXISTING IMPROVEMENTS OF
RAILROAD CANYON ROAD BASED ON CITY IMPROVEMENT PLANS PER REFERENCE NUMBER R-14.THE
RIGHT-OF-WAY PER REFERENCE R-14 IS NOT A RECORDED DOCUMENT AND JUST DEPICTS THE
EXISTING IMPROVEMENTS PER THE SIGNED PLANS.
THE ORIGINAL ALIGNMENT OF RAILROAD CANYON ROAD WAS RE-ESTABLISHED BY TIES FROM FIELD
BOOK 619 PAGES 68.THESE TIES ARE TO A RANDOM LINE AND ARE NOT TIED TO THE SECTION LINES
WITHIN SECTION 10. THE RE-ESTABLISHMENT OF RAILROAD CANYON AS SHOWN HEREON FITS THE
ORIGINAL FIELD NOTES AS SHOWN IN FIELD BOOK 619 PAGES 68.
RIV CO 18046
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SHEET4 OF 16 SHEETS
SEE SHEET 4 FOR BASIS OF BEARINGS,GRID/GROUND IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
DISTANCES AND BASIS OF COORDINATES.
SEE SHEET 2 FOR LEGEND AND SHEET INDEX MAP. RECORD O C SURVEY
' I R V C Y
SEE SHEET 3 FOR MAP AND DEED REFERENCES, r v V
ESTABLISHMENT NOTES,SURVEYOR'S NOTES,
ESTABLISHMENT METHODOLOGY AND MONUMENT BEING A SURVEY OF A PORTION OF SECTIONS 9 AND 10 OF TOWNSHIP 6 SOUTH, RANGE 4 WEST
NOTES.SEE SHEET 4 FOR SECTION 10 ESTABLISHMENT OF THE SAN BERNARDINO MERIDIAN
AND GPS CONTROL MAP.SEE SHEET 14 FOR RIGHT OF
WAY ESTABLISHMENT OF RAILROAD CANYON ROAD.SEE HUNSAKER AND ASSOCIATES IRVINE, INC.
SHEETS 15 AND 16 FOR DEED ESTABLISHMENT. JASON R. KINNIE, RLS.7090 DATE OF SURVEY:APRIL 2018
SHEET INDEX MAP
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N — — _ — I SHEET 11 SHEET 12 SHEET 13
SHEET 10
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RIV CO 18046
SEE SHEET 4 FOR BASIS OF
IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 3 OF 16 SHEETS
BEARINGS,GRID/GROUND RECORD O F SURVEY
DISTANCES AND BASIS OF
COORDINATES.SEE SHEET 2 FOR
_c LEGEND AND SHEET INDEX MAP.SEE
SHEET 4 FOR SECTION 10 BEING A SURVEY OF A PORTION OF SECTIONS 9 AND 10 OF TOWNSHIP 6 SOUTH,
d ESTABLISHMENT AND GPS CONTROL RANGE 4 WEST OF THE SAN BERNARDINO MERIDIAN
\ If:) WAY ESTABLISHMENT OF RAILROAD MAP.SEE SHEET FOR RIGHT OF HUNSAKER AND ASSOCIATES IRVINE, INC.
ap
P CANYON ROAD.SEE SHEETS 15 AND JASON R. KINNIE,P.LS.7090 DATE OF SURVEY:APRIL 2018
C� 16 FOR DEED ESTABLISHMENT.
MONUMENT NOTES: ESTABLISHMENT NOTES:
0 SET 2"IRON PIPE TAGGED LS.7090 AT EC'S&BC'S ALONG CENTERLINE OF RAILROAD Et SFN.ESTABLISHED THE SOUTHWEST CORNER,SECTION 10,T6S R4W S.B.M.AT RECORD DISTANCE PER R1 FROM M2 THROUGH M1.
CANYON ROAD. E2 ESTABUSHED THE NORTH 1/4 CORNER,SECTION 10,TBS R4W S.B.M.BY INTERSECTION OF LINE M2-M3 W11H UNE MG-M7 PRODUCED
SET SPIKE 4 WASHER STAMPED LS.7090 NORTHERLY.
FOUND MONUMENT AS NOTED E3 ESTABUSHED THE CENTER 1/4 CORNER SECTION 10,TGS R4W S.B.M.BY INTERSECTION OF UNE M1-Ell WITH UNE E2-M6.
M1 FOUND 1*IRON PIPE AND TAG"LS 5464"AS THE WEST 1/4 CORNER,SECTION 10,T6S E4 ESTABUSHED AT RECORD DISTANCE FROM E1 PER R4 ON LINE El-MG.
R4W S.B.M.PER RS 82/22-23,ON 0.5'.
M2 FOUND 2*IRON PIPE AND TAG"LS 5780",FLUSH,NO REFERENCE.ACCEPTED AS THE NORTHWEST ES ESTABLISHED THE CENTERUNE OF GRAPE STREET,110-FOOT WDE RAILROAD CANYON ROAD AND CALIFORNIA SOUTHERN RAILWAY AT
CORNER,SECTION 10.T6S R4W S.B.M.THIS MONUMENT WAS SET PER TRACT NO.17413-1.ME 206/54-67 RECORD ANGLE AND DISTANCE PER R4 FROM E4.
AFTER THE ORIGINAL MONUMENT WAS DESTROYED DURING CONSTRUCTION.NO RECORD FOR THE SETTING OF E6 ESTABUSHED RIGHT OF WAYS AT RECORD ANGLE,DISTANCE AND OFFSET FROM THE ESTABUSHED CENTERLINES DESCRIBED IN E5 PER R4.
THE MONUMENT HAS BEEN FOUND.RECORD OF SURVEY,R.S.B.94/53 FINDS AND ACCEPTS THE MONUMENT
AS SAID NORTHWEST CORNER. E7 ESTABUSHED RIGHT OF WAY OF R3 AT RECORD OFFSET FROM THE ESTABLISHED RIGHT OF WAY OF R4.
M3 FOUND 6"X8"POST TAGGED'LS 52W AS THE NORTHEAST CORNER,SECTION 10, EB ESTABLISHED RIGHT OF WAY OF R3 AT RECORD ANGLE AND DISTANCE PER R3 FROM E7.
T6S R4W S.B.M.PER RS 69/100-103.UP 3.5'.
M4 FOUND 1 1/4"IRON PIPE AND TAG"RCE 9876"PER RIO.NOT ACCEPTED AS THE EAST E9 FOUND 2"IRON PIPE DISTURBED.ESTABLISHED AT RECORD ANGLE AND DISTANCE PER RI FROM M2-El.
1/4 CORNER,SECTION 10,NIS R4W S.B.M.,N87-56-17-W 0.56'OF E11,UP 0.5'. E10 ESTABUSHED RANDOM UNE PER R18(PAGE 68)AT RECORD ANGLE AND DISTANCE FROM E9.
MS FOUND I'IRON PIPE AND TAG"LS 3698"AS THE SOUTHEAST CORNER,SECTION 10,
T65 R4W S.B.M.PER RS 59/67-68,FLUSH. E11 ESTABLISHED THE EAST 1/4 CORNER,SECTION 10,T6S R4W S.B.M.AT MIDPOINT OF LINE M3-M5.
M6 FOUND I'IRON PIPE AND TAG'LS 3698"AS THE SOUTH 1/4 CORNER,SECTION 10,T6S E12 ESTABUSHED THE CENTERLINE AND RIGHT OF WAY OF THE 122-FOOT'MDE RAILROAD CANYON ROAD AT RECORD ANGLE,DISTANCE AND
R4W S.B.M.PER RS 59/67-68,FLUSH. OFFSET FROM FOUND MONUMENTS M23 PER R15.
M7 FOUND 1 1/4'IRON PIPE OPEN,ACCEPTED AS f IRON PIPE AND TAG'LS 5780'PER E13 ESTABUSHED CENTERUNE SEMI TANGENT OF R5 PER R18(PAGE 68)RECORD ANGLE AND DISTANCE FROM E10.
PARCEL MAP NO.23910,PUS 154/7-14,UP 0.2,HELD FOR UNE NORTH-SOUTH,
SOO°00'24"W 0.17'FROM E2 E14 ESTABLISHED THE ORIGINAL CENTERUNE AND RIGHT OF WAY OF THE 80-FOOT WOE RAILROAD CANYON ROAD AT RECORD ANGLE,
MB FOUND 1 1/4"IRON PIPE AND TAG'RCE 9876"PER RS 59/71,UP 0.2',S01°06'01"E DISTANCE AND OFFSET PER R5 EXTENDING FROM THE SEMI TANGENT ESTABUSHMENT PER E13.
22.34'FROM E2• E15 ESTABLISHED THE INTERSECTION OF THE 1/4 SECTION LINE PATH THE SOUTHEASTERLY PROLONGATION OF THE NORTHEASTERLY LINE CE
M9 FOUND 1"IRON PIPE AND PLASTIC PLUG'R.WARD LS 7653"PER R1,ON O.S. PARCEL 3 OF R9 AND THE SOUTHEAST CORNER OF PARCEL 3 OF R9 AT RECORD ANGLE AND DISTANCE FROM M1 PER R2
SO1°24'01'E 0.92'FROM E3. E16 ESTABUSHED THE SOUTHERLY LINE OF PARCEL 3 OF R9 AT RECORD ANGLE AND DISTANCE PER R9 EXTENDING FROM THE EASTERLY END
M70 FOUND 1"IRON PIPE AND PLASTIC PLUG'R.WARD LS 7653'PER R1,DN 0.1',
OF THE ESTABLISHMENT PER R4 AS E6.
S30 OGWE 0.19'FROM E21 E17 ESTABLISHED THE CENTERUNE OF THE 55-FOOT NORTHERLY HALF WIDTH OF RAILROAD CANYON ROAD AT RECORD ANGLE,DISTANCE AND
M11 FOUND I'IRON PIPE AND TAG"LS 3698"PER R9,FLUSH. OFFSET(FROM E16)PER R9 EXTENDING FROM THE ESTABLISHMENT PER R4 AS E5.
M12 FOUND I'IRON PIPE AND TAG"LS 3698"PER CORNER RECORD 03-741,ON O.Z. E18 ESTABUSHED BY BEARING BEARING INTERSECTION FROM E15 AT RECORD ANGLE PER R2 AND FROM E16 AT RECORD ANGLE PER RS.
FITS THE 3 TIE POINTS. E19 ESTABUSHED AT RECORD ANGLE AND DISTANCE PER RS FROM M1.
M13 FOUND 1'IRON PIPE AND TAG"LS 3698'PER R9,UP 0.2'.N49°26'54"W 0.76'FROM E16. E20 ESTABUSHED BY INTERSECTION.
M14 FOUND V IRON PIPE AND TAG"LS 3698"PER R9,UP 0.2'.N47°53'25"W 0.82'FROM E18.
MI5 FOUND 1"IRON PIPE AND TAG"LS 7131'PER R7,ON 1.0'. E21 ESTABUSHED AT MIDPOINT BETWEEN 1/4 CORNERS.
M18 FOUND 1"IRON PIPE AND TAG"LS 7131'PER R7,ON 0.2'.DISTURBED AND BENT E22 ESTABUSHED BY INTERSECTION FROM 1/16 CORNERS.
NORTHERLY.NOT HELD FOR ESTABLISHMENT. E23 ESTABLISHED AT RECORD ANGLE AND DISTANCE PER R7 FROM M15.
M17 FOUND 1"IRON PIPE AND TAG"LS 7131'PER R7,DIN 2.2' E24 ESTABLISHED AT RECORD ANGLE AND DISTANCE PER R8 FROM M15.
MIS FOUND 1'IRON PIPE AND TAG"LS 7131'PER R7,ON O.8'.S56'01'03"E 0.15'FROM E20. NOTE:THE CENTERUNE OF THE QUITCLAIM DEED(RE)WAS CALCULATED IN ITS ENTIRETY FROM THE RECORD DATA AND ORIENTED AT
MIS FOUND 1'IRON PIPE AND TAG"LS 7131'PER R7,ON OX.S56'01'03"E 0,15'FROM E20. THE MONUMENTS M15 ALONG THE CENTERLINE 390.DO'TANGENT.
M20 FOUND I"IRON PIPE AND PLASTIC PLUG'R.WARD LS 765Y PER R1,ON OX. E25 ESTABUSHED AT RECORD DISTANCE PER R13 ALONG THE NORTHERLY LINE OF THE SOUTHWEST QUARTER OF SECTION 10 FROM THE
SIVIO,WE 0.20'FROM E3. INTERSECTION WATT THE SOUTHEASTERLY UNE OF THE 60 FOOT WIDE ROAD PER RIO.
M21 FOUND 1"IRON PIPE AND PLASTIC PLUG'R.WARD LS 7655 PER RI,ON O.Z. E26 ESTABUSHED AT RECORD ANGLE AND DISTANCE PER R13 FROM E25.
S14°21'13"E 0.55'FROM E21.
E27 ESTABUSHED BY INTERSECTION OF E26 WITH TIRE WEST UNE OF THE SOUTHWEST QUARTER OF SECTION 10.
M22 FOUND 1"IRON PIPE AND PLASTIC PLUG'R.WARD LS 7653'PER RI,ON 0.51,
SN34°31'46"E 0.38'FROM E22. E26 ESTABLISHED THE NORTHEAST CORNER OF PARCEL 9 OF R3 AT RECORD ANGLE AND DISTANCE FROM THE NORTHWEST CORNER OF
PARCEL 9 PER R3.
M23 FOUND 1"IRON PIPE AND PLASTIC PLUG'LS 8805'PER R15.
E31 ESTABLISHED AT RECORD ANGLE AND DISTANCE PER R14.SEE SURVEYORS NOTE 4,
M24 FOUND LEAD,TACK AND TAG"LS 5582 NASLAND"PER R3,RUSH IN SIDEWALK.
M25 FOUND 3/4'IRON PIPE AND TAG"LS 5562 NASLAND"PER R3,FLUSH.
M26 FOUND 3/4"IRON PIPE AND TAG'LS 5562 NASLAND"PER R3,UP 0.5'.
MAP AND DEED REFERENCES:
O INDICATES RECORD DATA AS NOTED. R7 RECORD OF SURVEY,R.S.B.109/4.
[] INDICATES MEASURED AND RECORD AS NOTED. R8 QUITCLAIM DEW RECORDED DECEMBER 11,1928 IN BOOK 792 OF DEEDS PAGE 292
R1 RECORD OF SURVEY,R.S.B.123/17-1& R9 PARCEL MAP NO.17616,P.M.B.139/27-28.SEE SURVEYOR'S NOTE 3.
R2 TRACT NO.20705.M.B.195/22-42. R10 RECORD OF SURVEY,R.S.B.59/71.
R3 PARCEL MAP NO.27659,P.M.B.182/89-92.SEE SURVEYOR'S NOTE 2. R13 GRANT DEED RECORDED OCTOBER Z 1952 AS INST.NO.82-372722 O.R.
R4 CALTRANS MONUMENTATION MAPS 443521(205-053),443522(205-054).443523 R14 CITY CE LAKE ELSINORE RAILROAD CANYON ROAD IMPROVEMENT PLANS CP-B-165.
(205-055)AND RIGHT OF WAY MAP 414033.GRID DISTANCES CONVERTED TO GROUND SEE SURVEYORS NOTE 4.
USING SHOWN SCALE FACTOR OF 1.000090708.SEE SURVEYOR'S NOTE 5. R15 TRACT NO.36118,M.B.450/10-19.
R5 RAILROAD CANYON ROAD RIGHT CE WAY MAPS 701-L AND 30X. R16 GRANT DEED RECORDED AUGUST 20,1990 AS INST.NO.90-308164 O.R.
SEE SURVEYOR'S NOTE 6.
R6 GRANT DEED RECORDED JULY 16,1990 AS INST.NO.90-260645 O.R. R17 TRACT%30495.M.B.367/17-25.
R18 RIVERSIDE COUNTY FIELD BOOK 619,PAGES 1-71.
SURVEYOR'S NOTES:
1) THE TOWNSHIP PLAT FOR TOWNSHIP 6 SOUTH, RANGE 4 WEST OF THE SAN BERNARDINO MERIDIAN(T6S R4W S.B.M.)WAS APPROVED BY THE SURVEYOR GENERAL OFFICE AUGUST 25,1880 AND ORIGINAL MONUMENTS WERE SET.NOTE 5 ON RID STATES THAT THE WEST
QUARTER CORNER AND THE NORTHWEST CORNER OF SECTION 10 WAS RE-ESTABUSHED BY D.R.CRANE IN AN ALTERNATE LOCATION APPROXIMATELY 83 FEET SOUTHEASTERLY OF THE ORIGINAL MONUMENIED CORNER.THIS FACT IS EMDENCED BY RI AS WELL AS SEVERAL
OTHER RECORDED MAPS IN THE AREA THESE ALTERNATE LOCATIONS HAVE BEEN USED FOR THE ESTABLISHMENT AND CREATION OF VARIOUS LINES OF RECORD WHICH HAS CREATED GAPS AND/OR OVERLAPS IN TITLE UNES AS DISCUSSED BELOW.THESE ALTERNATE
LOCATIONS ARE SHOWN ON SHEET 14.
2) THE NORTHERLY LINE OF THE SOUTHEAST WARIER OF SECTION 9 PER R3 IS SHOWN AS ESTABUSHED BETWEEN A REFERENCED MONUMENT(12)ON THE RE-ESTABUSHED ALTERNATE UNE DESCRIBED ABOVE AND A NON-REFERENCED MONUMENT(7)ACCEPTED AS BEING ON
THE SECTION LINE.SAID NON-REFERENCED MONUMENT CALCULATES TO BE±12.3 FEET NORTHERLY OF THE TRUE QUARTER SECTION LINE.THE DIFFERENCE BETWEEN THE SHOWN BEARING AND THE RECORD BEARING ALSO CALCULATES TO BE 4123 FEET.THE NORTHERLY
LINE OF PARCELS 1 AND 9 OF R3 EXTENDS BEYOND THE TRUE QUARTER SECTION LINE BY t3.0 FEET AT THE EASTERLY END TO±12.3 FEET AT THE WESTERLY END.THE EASTERLY LINE OF SECTION 9 W R3 IS SHORN AS ESTABUSHED AT RECORD DISTANCES FROM
REFERENCED MONUMENTS(12)AND(11).THE DISTANCE FOR SAID EASTERLY UNE IS 0.36 FEET LONG AS COMPARED TO THE MEASUREMENT OF THIS MAP AND 0.26 FEET LONG AS COMPARED TO THE REFERENCE SHOWN ON THE R3 MAP.THERE IS A±42 MINUTE DEFLECTION
AT THE EASTERLY QUARTER CORNER AS SHOWN HEREON AND PER R2.THE DEFLECTION CALCULATES TO BE 20.4 FEET IN THE 35.82 FEET RECORD DISTANCE USED TO ESTABUSH SAID EASTERLY QUARTER ON R3.THIS DISTANCE CORRELATES WITH THE DISCREPANCY.THE
ESTABLISHMENT OF RAILROAD CANYON ROAD PER R3 IS ALSO SUSPECT AS IT IS BASED ON A SINGLE MONUMENT AT THE INTERSECTION WITH GRAPE STREET.THE FIGURE FOR R3 WAS CALCULATED AS A FIGURE IN WHOLE AND ORIENTED TO THE COMMON FORMER
NORTHEASTERLY RIGHT OF WAY LINE OF R4 SHOWN HEREON,THE MONUMENTS FOUND PER R3 DO NOT FIT BY AS MUCH AS 0.3 FEET.WHEN THE FIGURE IS ORIENTED TO THE EAST LINE OF SECTION 9 AT THE SOUTHEAST CORNER AND THEN ROTATED COUNTERCLOCKWISE 12
MINUTES TO ALIGN WIT THE FOUND MONUMENT M26(0.09 FEET WEST OF THE SECTION LINE AS SHOWN HEREON)AT THE NORTH CORNER OF PARCEL 4 PER R3,THE MONUMENTS FOUND PER R3 FIT WITHIN 0.06 FEET.THESE MONUMENTS YMERE THEREFORE NOT USED FOR
ESTABLISHMENT HEREON.
3) PARCEL MAP NO.17616(R9)SHOWS THE RADII OF CURVES 1,2,3,5,6,7 AND 11 AS GRID DISTANCES PER R4 AS WELL AS THE TANGENT DISTANCE OF 27289 FEET IN LIEU OF GROUND DISTANCES.R9 REFERENCES HIS OWN MONUMENTS FOR THE CENTERUNE OF
RAILROAD CANYON ROAD PURPORTEDLY PER A CITY SURVEY.THE CITY OF LAKE ELSINORE WAS NOT ABLE TO PROVIDE A COPY OF SAID SURVEY.THE NORTHERLY UNE OF THE SOUTHEAST QUARTER OF SECTION 9 PER R9 IS APPROXIMATELY THE SAME AS SHOWN ON R4.
THE SOUTHERLY LINE OF PARCEL 3 CALCULATES TO BE±26.5 FEET NORTHERLY OF THE TRUE QUARTER SECTION LINE.
4) THE CURRENT CONSTRUCTION AUGNMENT OF RAILROAD CANYON ROAD WAS CALCULATED IN IT'S ENTIRETY AND IS THE BASIS FOR THE"CONSTRUCTION CENTERLINE OF RAILROAD CANYON ROAD"MONUMENTED HEREON.THE CENTERLINE AUGNMENT AND RIGHT OF WAY WAS
CALCULATED FROM THE IMPROVEMENT PLANS(RI4)AND ORIENTED BY BEST FIT TO THE 20 SCALE AERIAL MAPPING OF THE IMPROVEMENTS ALONG THE ROUTE.THE AERIAL MAPPING WAS ACQUIRED AND COMPILED BY R.J.LUNG AND ASSOCIATES IN AUGUST 2017 FOR THIS
PROJECT.THE IMPROVEMENT PLANS ARE THE BEST EMDENCE OF HOW THE CURRENT ROADWAY WAS DESIGNED AND CONSTRUCTED.RESEARCH WAS CONDUCTED FOR RECORDED RIGHT OF WAY ACQUISITION DOCUMENTS SUPPORTING THE CURRENT ALIGNMENT OF WHICH ONLY
TWO DOCUMENTS WERE FOUND,R6 AND R13.THESE DOCUMENTS TOGETHER COVER A SMALL PORTION OF THE CURRENT RIGHT OF WAY.
5) THE CALTRANS MONUMENTATION AND RIGHT OF WAY MAPS(R4)SHOW THE EAST WARIER CORNER OF SECTION 9 AS A CALCULATED POINT.THE CALCULATED CORNER UES 441.6 FEET NORTHERLY AND±28.8 FEET WESTERLY OF THE ESTABLISHED EAST QUARTER CORNER
OF SECTION 9 ESTABUSHED HEREON.THE COORDINATES SHOWN ON R4 WERE USED TO VERIFY THE COMPLEX GEOMETRY DATA AND THEIR RELATIONSHIP.SUBSEQUENT MAPS HAVE USED THE NORTHERLY LINE OF THE SOUTHEAST QUARTER OF SECTION 9 PER R4 AS THE TRUE
SECTION UNE IN ERROR.THE CENTERUNES OF R4 WERE CALCULATED IN THEIR ENTIRETY AS A WHOLE FROM THE RECORD DATA,THEN SCALED AND ORIENTED TO THE ESTABUSHED COURSE M6-E4.THERE ARE SUGHT DIFFERENCES IN DELTAS AND RADIAL BEARINGS OF 1"IN
ORDER TO CLOSE FIGURES OF THE COMPLEX GEOMETRIES AND WHERE RECORD LENGTHS OF CURVES DO NOT MATCH THE RECORD DELTAS.
6) THE DEED PLATS FOR RAILROAD CANYON ROAD 3OX AND 701-L(R5)SHOWS THE INTENDED GEOMETRY FOR THE ESTABLISHMENT OF THE 80 FOOT WIDE ROAD AND IS REFERENCED IN THE DEEDS FOR ACQUIRING THE RIGHT OF WAY.R5 SHOWS BEARING AND DISTANCE TIES
FROM THE CENTERLINE OF THE ROAD TO SEVERAL ADJOINING SECTION CORNERS FOR SECTIONS 10 AND 11.R5 WAS BASED ON SURVEY INFORMATION CONTAINED IN COUNTY SURVEYOR'S FIELD BOOK 619,PAGES 1 TO 71,INCLUSIVE IN EXAMINING THE FIELD NOTES ON PAGE
68 AND CALCULATIONS BASED ON THE RANDOM UNE SHOWN ON SAID FIELD NOTES,IT WAS DETERMINED THAT THE SOUTHWEST CORNER OF SECTION 10 IS SHOWN IN ERROR ON R5.THE FIELD NOTES SHOW THAT THE SECTION CORNER MONUMENT WAS FOUND LUNG ON THE
GROUND AND WAS RESET 20.00 FEET WESTERLY OF A MONUMENT FOUND FOR THE NORTHWEST CORNER OF LOT 25 OF SEDCO TRACT NO,2 FILED IN M.B.10/76-78.IT APPEARS THAT R5 USED THE FOUND MONUMENT 20.OD FEET EASTERLY AS THE SECTION CORNER IN
ERROR.THE BEARING FOR THE LINE FROM THE RE-ESTABUSHED ALTERNATE NORTHWEST CORNER OF SECTION 10 TO SAID SOUTHWEST CORNER CALCULATES TO BE NO°45'50'E.SAID SOUTHWEST CORNER WAS SUBSEQUENTLY DESTROYED MTH THE WIDENING CE INTERSTATE 15
AND RESET IN 2006 BY R1.IN EXAMINING THE FIELD NOTES ON PACE 70 AND CALCULATIONS BASED ON THE RANDOM LINE SHOWN ON SAID FIELD NOTES IT WAS DETERMINED THAT R5 SHOWS THE RANDOM UNE TO THE NORTHEAST CORNER OF SECTION 10 AND IS NOT THE
SECTION UNE AS IMPLIED.THE DEEDS FOR ACQUIRING THE RIGHT OF WAY MAKE CALLS TO THE RANDOM UNE AS THE SECTION UNE IN ERROR.THE SOUTHEAST CORNER OF SECTION 10 WAS NOT INCLUDED IN THE SURVEY FOR THE ROADWAY.SEE SHEET 14 FOR THE
ILLUSTRATION OF THESE ERRORS IN ESTABLISHMENTS BASED ON THE DEEDS AS SHOWN BY 3OX AND 701-L BASED ON THE ABOVE ADJUSTMENTS TO THE TIE INFORMATION SHOWN ON R5,THE THREE SECTION CORNERS FIT WITHIN A FOOT OF THE SECTION CORNERS
MONUMENTS LOCATED PER THIS SURVEY,THE POINT ON THE CENTERUNE OF THE ROADWAY PER R5 WAS ESTABUSHED FROM THE RE-ESTABUSHED ALTERNATE NORTHWEST CORNER OF SECTION 10 USING THE RANDOM LINE INFORMATION FROM FIELD BOOK 619.PAGE 68.THE
CENTERUNE WAS THEN RUN AT RECORD ANGLE AND DISTANCE PER R5 TO THE EASTERLY UNE OF SECTION 10 AND WESTERLY THROUGH SECTION 9.THE ALIGNMENT WAS VERIFIED USING THE RIGHT OF WAY ACQUISITION DOCUMENT R16.THE RANDOM LINE INFORMATION FROM
FIELD BOOK 619.PAGE 70 WAS NOT USED.
RIV CO 18046
a°1g-
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HEET 4 OF 16 SHEETS l�
BASIS OF BEARINGS: IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA GRAPHIC SCALE
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIF STATE PLANE COORDINATE RECORD O F SURVEY u sen Sao
SYSTEM OF 1983(CCS83),ZONE 6,2011.00 EPOCH AS DETERMINED LOCALLY BY A LINE
BETWEEN CSRC CORS STATIONS'BILL AND"ECFS"AS SHOWN HEREON,BEING N76°00'33.6"W.
(IN FEET)
GRID/GROUND DISTANCES: BEING A SURVEY OF A PORTION OF SECTIONS 9 AND 10 OF TOWNSHIP 6 SOUTH, RANGE 4 WEST 1 inch= 500 ft.DISTANCES SHOWN HEREON ARE GROUND DISTANCES.GRID DISTANCES MAY BE OBTAINED BY
MULTIPLYING GROUND DISTANCES BY A PROJECT SPECIFIC COMBINATION FACTOR OF 0.99991200. OF THE SAN BERNARDINO MERIDIAN
BASIS OF COORDINATES: HUNSAKER AND ASSOCIATES IRVINE, INC.
COORDINATES SHOWN HEREON ARE BASED ON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM OF JASON R. KINNIE, P.L.S.7090 DATE OF SURVEY:APRIL 2018 PPBF
1983(CCSaA ZONE 6,2011.00 EPOCH,IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESORCES N 6,278.18.5 1
CODE,SECTIONS 8801 THROUGH 8819; SAID COORDINATES ARE BASED LOCALLY UPON FIELD OBSERVED E 6,278,818.571
TIES TO THE FOLLOWING CSRC CORS STATIONS. _
STATION LATITUDE(N) NORTHING LONGITUDE(W) EASTING SECTION 10 ESTABLISHMENT AND GPS CONTROL MAP
(US SURVEY FEET) (US SURVEY FEET)
BILL 33-34-41.664330 2154995.056 117-03-52.514760 6313564.086
ECFS 33-38-51.651400 2181263.682 117-24-42.053800 6208133.285 SEE DETAIL"L"HEREON ,;\ y;`o
PPSF 33-50-08.604280 2248987.119 117-10-55.473150 6278618.571
1y' / �kh1g�k9y'
M2 �-----_- N88°09'18"W 5173.98' (5173.91'R7)(5174.03'R10) _4 3_y N56-40-09"W " 1 N88°09'18"W 2587.08' 2586.11,R1 2587.01'R10 - 3 2
M2 1293.s4'(1293.48'R1)(1293.50' o -- N88°09'18"W 2586.90' (2586.95'R1)(2587.02'R10)
E10 /] E9 )� 1293.54' (1293.48'R1)(1293.50'1110)
N89°26'27'W 73.65'-•:---p__ `•' EX --10 i E2 "\M7 501°O6'01�E 322.34' E21.45 /1293.45' M3 iO \';�
E10 I RANDOM UNE SECTION UNE _r n \,t �7 �y \
O 10 PER R1B o 1, J J, ''MBTS. �f Y`I. 1S. L7, D,
n <� E14 N53°46'27"W S, NW OF� NW j o N 0 �1�0,
:-•'[76.14'R181 g'(I4 g1,I�M N 1` Clr NG F; \
SEMI PER R18 E74 it `�= -,^o rc p04�:! �TEI NO `,o
zn < E13N� A'V f`23 04��
29
RANDOM UNE '0 \�,.rE14 N10
E2 E22 ,POB R12 f 5 \
PER R18 n w o H -- N88°20'25"W 2600.72' 2600.68' 1R 0 z o c1
1300.36' (1300.34'R10) 1 (1300.56'R7)(1300.34'R10• - N88°20'23'W 2593.04' 259274'R10 F
1 ( ( ff rr $ ) 1296.52'(1296.3T RIO)(1236.36'R12)(v �2 1296.52'(1296.3T R10) p $ �+
DETAIL M
DETAIL "L" g^ N.T.S, SW OF' NW SW j OF NE F1, � w
N.T.S. E1 S S OF' NWa» CENIERUNE AND RIGHT OF
WAY OF RAILROAD CANYON oW
ESTABLISHED THE CENTER 1/4 CORNER OF CENIERUNE AND RIGHT OF ^ �'`S•Pa g '"n 8 H ROAD PER RS = SSE ()� )�fE ,e a
SEC710N 9 AT RECORD ANGLE AND WAY OF RAILROAD CANYON 9� Py�', E14 •' ." \ "'�+•
z' n
DISTANCE FROM M1 PER R2 � $, ROAD PER R5j ✓ - E1
a el W) 6 cP CE ANGLE AT
ca le46 ?rW ^ g m35 E74 'f
R'�0�R •- "Sts.O??�W 89° °i 1,,pe Rh,- E14 --E74 RS E4 $ p0"! N'IS ,1 RS-- N 2187000.00,8E 624 000.00
[ 49'58'R2] SEE DETAIL"M"HEREON �,Amry y' / [d=26°10'00• °17'00 611.2, S o. -
o O -0-34-05. 5
180°4221" " ~ 9 P A R'2000. Rs RS]- �•+,
C,q L'913.39' u As51 Z 'G
180°42'20"Rz) MIDE21 t -
P� iVypN �]� pPp �o
M1 10) ? N88°31'24'W 5212.92' n% '�' RIG-- N 89°13'44'W [2670.50'Rz] E14 1307.20'(1307.19'R7,R10) -- 5212.90'R1 521286'R7,R10 E14 _ CENTERUNE AND HT OF �'J•°J3
// - - •� '+�' 1307.20'(1307.19'R7,R10) --j1\`E3 1299.60'(1299.24'R10) 1299.60 ) WAY OF RAILROAD CANYON 4-
N72°40'27"W_ v E,O (R=700 100" E1 F-' E21 (1299.24'RIO --
RAD E14 M E71 ROAD PER R5
E14 // -L=714.92'�5]_ "03'' a 2599.20' (2598.60'R1)', (2598.48'R7)(2598.48'R10)
E7 �- E14 o & M4 $ \
N 3^grc \
27 g59 w Y 1 r
PARCEL P 92 NE (7E SIN 1�lYV a OF Sr NE f7l SE -vr
_ p.M•e NW OE S111
.-ECFS � � _E21 -
N89°10'06"W 2627.69'2627.6V R1 N88°14 VW •' \
N 2181263.682 1313.85' (1313.81'R1) 1313.85'(1313.81'R1 2605.95' 2605.88'R1
M22 ) 130298' 'o n
E 6208133.285 E22 E21(B) 21 1302.98'
-- F21
" (BASIS OF A s
CURVE TABLE UNE TABLE & N7B°pp, 6.W-NGSJ
CURVE DELTA RADIUS LENGTH _ R 08663, .. n
UNE BEARING LENGTH _m 108654.%'g21D8 ORWNp w o 1a C1 e°1600 3000.00' 432.84 RS Li N63°4627'W 128.38'R5 `•' 'a r- 8
cz o°0000 zoo.00' zos.aa'Rs n o N` (n- SE OE SE
C3 18°1200 1000.00' 317.65 RS L2 N53°I6'27"W 206.71'RS SIJII OF- SIN I ?83)BE ] 8 yX
C4 44°4000 1000.00' 779.s8 R5 L3 N49°30'33"E 343.59'RS iv 41681.55'9p AWN-g CJw o� CAE _���-
BILL
SEE SHEET 2 FOR SHEET INDEX MAP. SE OE sw 99 N 2154995.056 \
SEE SHEET 3 FOR MAP AND DEED REFERENCES, �_ �� E 631564.086 \
MONUMENT NOTES,ESTABLISHMENT NOTES AND /'
01'' 10 E2t � 10, 11;7
1320.67' 1320.64'R1 1' 1320.66' 1320.83'R1 � •',
SURVEYOR'S NOTES.SEE SHEET 14 FOR RIGHT OF WAY M6 1306.38 E21 [ j
E7 N89°48'24"W 2641.33' (2641.2T RI) -- -- 1306.39' (TIE) �V 7
ESTABLISHMENT OF RAILROAD CANYON ROAD.SEE IS � NB7°s7'os"w 2612.7T (2612.84'R1)
SHEETS 15 AND 16 FOR DEED ESTABLISHMENT. u5 N65°41'17002 70031.61) GROUND
� 14 70025.47'GRID
RIV CO 18046
IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 5 OF 18 SHEETS
sz!o_ r- RECORD OF. SURVEY
BEING A SURVEY OF A PORTION OF SECTIONS 9 AND 10 OF TOWNSHIP 8 SOUTH, RANGE 4 WEST
\ r OF THE SAN BERNARDINO MERIDIAN LEGEND:
--------- -
00 F - -s•g , HUNSAKER AND ASSOCIATES IRVINE,INC. LINES ESTABLISHED PER THIS SURVEY.
I \ �� I JASON R.KINNIE,P.L.S.7090 DATE OF SURVEY.APRIL 2018 --- LINES NOT SURVEYED.
L------ ---------------------------------
I \ 4,�w In1 C12
I '\ C13 ,pgi�Ro ^ \ PARCEL16 I
I `" MB 130/27 S
E5 14-' ---------- f AtJ $
P. -2 I
IEs 1i �s N7 E5 h \ I
8 nay?. Y\Jl
\
L�827.18:R4]
!' �) W N ,L� `I
I� \•r• $fg / R`��p6 C1427.17 R3 $ _ U `a95 08O'V $ \ r\ 1. S, rrSy. 4 .% I S. B. J, ]Ni1,
?p� \ x
jr �6;1V\0 RAILROAD CANYON ROAD EB C6 ____ `�•, \\ I r j
RIGHT OF WAY PER E6 R t z sw C)r Jul\i\\f
1/4 SECTION LINE PER R4 SHOWN 19 8 \` - - O�Q\ ^ i 4
E5 FOR REFERENCE ONLY NORTH LINE R3 SHOWN \ a
---•"L3 - 29.61'(29.58'CALC R3) E17 -- \
u - � FOR REFERENCE ONLY
I %,, �.• SEE DETAIL
iz
!a % �• E8 'H•HEREON ESTABLISHED AS THE 1/4 SECTION LINE
cy AT RECORD ANGLE FROM M7 PER R2 E14 L- -1-- -------------- ------------
EB SEE SHEETS 6, 7 AND 8
ES 24 If
finlo A, ES \ 1/4 SECTION UNE PER R4 SHOM
£# _ ES /i \ C� FOR REFERENCE ONLY
E5 r `� \M24OD
i
LINE TABLE-THIS SHEET ONLY 9� \ m coLINE BEARING LENGTH 1 / V
L1 N15°29'46'W 197.53'R3,R41
L2 NOO'36'12•E 197.83'197.92'R3 E5 _v
L3 N12'41'28'E 40.07.R3,R4 E8 Lu
L4 N12*41'28•E 10.46' 10.49'R3 1 P 1 I o U.I
L5 N71'09'46•W 136.44' 1
\
L6 N71°09'46"W 272.91' /\ Z� \M24 / -
co
L7 N72°02'27'W 539.26' -
16
LB N23°56'14'W 52.33' ZW `�. �`+ �/
L9 N23'56'14'W [34.41 R4] ^ /^1
(34.49'R1,R3) N�l\J\� :Jr \,/\�i
N12°41'28'E -CAL 4aay ,a.29.58'CALC R3 a '� 9 / N ' � �'N88'4723W 8.97 a94'R3 P 1 M26N59'21'00•E 6.90'N65°49'19•E fi.38' N89°23'48W%N68°28'33•E 7.15'
N68°20'10•E 7.21' ^ \1 0.09'PE U /
CURVE TABLE-THIS SHEET ONLY
CURVE DELTA RADIUS LENGTH
Cl 20°19'22• 540.05, 191.56'R3,R4 \ E8♦
C2 16°30'00' 960.09' 276.49'R3,R4 E8 / 1 _ J
C3 6'27'56• 1960.18' 221.20'R3,R4 , `� -
C4 12°46'01• 555.05' 123.68'R3 \ +-
C5 8°46'S8' 2000.00' 306.58'R3 ESl \`24 -
EB
06 9°13'38' 2578.23' 415.21'
9°13'45• 2578.23' 415.30'R3 \
C7 10°45'2P 2540.23' 476.93' J r -] J r `'-'•�'�'s \`"'( `� l ��
10°45'33• 2540.23' 477.01'R3 �' le Pala,° p�[�
CB 2°00'54' 2500.23' 87.93' (+� Z•?e' `'?p���c'a, \ / - N89°10'06'W 2627.69-f2627.62-R1 -
C9 225'03"' 2511.91' 91.87 R4 q1:�'Tr. • E21\ - 1313.85'(1313.81'R1)
CIO 7°25'03' 2011.91' 280.26' ,
C11 17°21'37 716.84' 217.20' �
C12 31°11'59' 955.45' 520.27 '>'��"� \ ES /
C13 45°10'42' 900.00' 709.66' •c�.
C14 [57°36.04-R31 695.068' [698.77 R4]
(695.06' 698.76'R3)
695.06'R4
C15 3646'01' 2540.23 167.01'
z rc GRAPE STREET RIGHT
OF WAY PER R3 'cwi
GRAPE STREET CENTERLINE 9e
PER R4. i� ESTABLISHED BY
.� INTERSECTION GRAPE STREET CENTERLINE
t'`•`J' �F p i7 PER R4.
d�"' ✓ "o Sw 1 Ur Sw 1
SEC LINE PER R1
!"o
GRAPE STREET RIGHT[7a2o'R3] OF WAY PER R4 n
/l_ N62°17'44'E
w Pw -___ ___R� SHED BY
• J- ESTABLI Rp� J
INTERSECTION E7
a NS N006'46"W
F 41;P (89.12 R4)ES
.-
o NORTH LINE OF R3 SHOWN o
L J FOR REFERFN�ONLY II n P% -- - - W
LU
1-4-- . -----=•-N55°75'20'E 7.17'TIE - ,( ES
M24 ESTABLISHED AS THE 1/4 SECTION
NRp-pS-Z -' S LINE AT RECORD ANGLE FROM M1 E5 �� '��•r
PER R2 ;'!' Co W
GRAPE STREET RIGHT J `'• ..:_�J 4 `I (1320.64'R1) !e !
43.84' 1320.67 - q'j aa, ESTABLISHED BY W
OF WAY PER R4 GRAPE STREET RIGHT INTERSECTION
OF WAY PER R3 96.05'•,` --"
p q -I N89°4824'W 2641.33'(2641.27 RI)- Z��
DETAIL H ,l 9 ;I _N62°17'4 E
N.T.S. -""[52.21'R1,R3,R41 I%t ---_RADI`
DETAIL W I `1, INTEF LISHED BY
INTERSECTION
SEE SHEET 2 FOR SHEET INDEX MAP. I 1, '.
SEE SHEET 3 FOR MAP AND DEED REFERENCES,MONUMENT N.T.S. E5 I SEE DETAIL'G'HEREON
NOTES,ESTABLISHMENT NOTES AND SURVEYOR'S NOTES.SEE j J''` ;-10 E6
SHEET 4 FOR SECTION 10 ESTABLISHMENT AND GPS CONTROL GRAPHIC SCALE
MAP,BASIS OF COORDINATES,GRID/GROUND DISTANCES AND , 75 ,. ,,, I .--lm' I t3zo.sY 1320.64'R1
BASIS OF BEARINGS. I •°'• NBg 48'24'W 2s41.33' (2641.27'RI)
SEE SHEET 14 FOR RIGHT OF WAY ESTABLISHMENT OF RAILROAD I E1 4 `N`I°
CANYON ROAD.SEE (IN FED,) I 1 E4 -T [5221'R1,R3,R4]
SHEETS 15 AND 16 FOR DEED ESTABLISHMENT. 1 inch= 150 fL L-----J RIV CO 18046
op(6-o k�36 15
cENTERUNE PER R5 IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEE OF 16 SHEETS
- oP� RECORD OF SURVEY GRAPHIC SCALE
` 40 o zo a eo ieo
BEING A SURVEY OF A PORTION OF SECTIONS 9 AND 10 OF TOWNSHIP 6 SOUTH, RANGE 4 WEST
AS �. �o � `\ OF THE SAN BERNARDINO MERIDIAN (IN FEET)
/ g. :le .•1tP \ 1 inch= 40 [t
CONSTRUCTION CENTERLINE HUNSAKER AND ASSOCIATES IRVINE, INC.
RAILROAD CANYON ROAD PER R14
I . JASON R. KINNIE, P.L.S.7090 DATE OF SURVEY:APRIL 2018
1 N44°20'57"W RAD R=750.068• �;�;-'7"� (SEE SHEET 14)
1 N45°3904'E RAD R=SOO.oS' I
1 E5 25+16.89 R4 1
j E32 LEGEND: RAILROAD RIGHT
LINES ESTABLISHED PER THIS SURVEY. OF WAY PER R4
\ / RAILROAD CANYON ROAD
--- LINES NOT SURVEYED. RIGHT OF WAY PER R5
\ /� s'9�•o. R=1005.45•
RAILROAD CANYON &7-37.q. c� E,a "'6°sr4e'E
E6 't, �,,1ER R=955.45• ROAD P I,^, &7.9 R`s4 54).51•R4 E6 _ RA0 N
� [ RM $ L=377.52'DALC.Rs] RAILROAD (Qt R4) N ?'4r o.00'
_____- t`s O -n•N10°28'S_2E Lal? /fisQ�t?1V
m t�$ (p 31°12'00" (SEE SURVEYOR'S NOTE 3) CENTERLINE PER R4 7?Z 9, Re % OS 41
o __ SJ' R
DETAIL "J" M„ ''i (_2 _=[R= - -�_C---_ _s
N.T.S. 'i RAILROAD CANYON ROAD ,- a6°33'gp+ Le NTT.N72 p2ZI66,Sg,(l
\ 2'_ ---- RAILROAD CANYON ROAD 53 CENTERLINE PER R5 _ag` 520?7 GLc sr33� 7"W Rs)
217 0 RIGHT OF WAY PER R5 86 lalq?7g, R4)-„ ltAO 26'
L-533.39' org \� ES
F 1te�j,/ \J ;t R:860.00•
t M72 zy E20 '"�.. ._
\ 42 g t �22°38.19" L:357.78R4 - ;, ,- � '�-N??� 'N2/•�•12 $
R-9G5.45' N12°00'20"W RAD R=805.07' / ----6S"59,b,L'7%5j. E14 , 0?2NW
41 _ _ _ _ _ 6ft (69
•y9,; RAILROAD RIGHT R10°18'07""E RAD R-905.45' _ I 1 La l• NRySr' f 6'RS Cq Sor
es.sr '. Ao Lc'N%P� _____. L OF WAY PER R4 ; �d=8° _ R4
�'`/ H1"�•. w% 3g3'!� 91•R4 \• N12°2012w 4 l 2366 %� "49, _ J�
l OyW, PP9 \<\�• R4}' `___.RPD PCC \e392.09 R �I•al•01"t 414.8T R�80-1 t' LS4g3 D, ALC( 1
R4 R4 N7374?7"W _` 2
E5 ] 2?�3%' ! 4 1fS RAILROAD CANYON ROAD BbG.°°
.r„ :___,_N. R� �t•f3 1m2�• RIGHT OF WAY PER R4 NIO 554 E R g' � C __-________
ft
tehl 15'---„ F 666 wry, .18'R4 E6 ?98.76' 'T7?3?6•
S.A. S71r1NAR7S ADDITION i_ 1=827.17'R3) N7j•o6j• R4 ?R4 ` W
?W 0)
N29°10'37"W !;t' �e}y1 ,ls /,J\� (6s5
---RAD a^ 6'I D9 $. �/ OW os R4/
A� M,B, 2/102 S.D, vaaa A
0 RN 1ER
N_32_°O6'S1_W `nb W0. CtN L=698.77'R4
RAD \\ y51.
\\ C y'�?o•.t, ��. ° 5°i % 'L�� /' i 1Rs696 RAILROAD CANYON ROAD
RIGHT OF WAY PER R4
{
1
F,rj E6 p0 S,A, STEWARTS ADDITION
CURVE TABLE-THIS SHEET ONLY ,----_: _ ` p
CURVE DELTA RADIUS LENGTH \ �F "-[32.03'R4]� - T��\� �� ���1/4 SECTION LINE PER R4 SHOWT! �^1
C1 20°t9'22" 540.05' 191.56'R3,R4 \ �' N88°30'26"W EB � �r` % /♦ FOR REFERENCE ONLY M,B. 2/102 S,D,
C2 [63°11'11" 750.068• 827.17'R41 \ \ �n ,,1p P4
63°5'1710' 750.06' 827.W R3 6 (tS• 1 M25 t--7 N62°28.33W 0.25'TIE QUITCLAIM
I ,Y DEED
C3 [72°55'17° 750.00' 954.54'CALC !�M1� /�( L7- �1 1,)L UJ I I.,LHIM DLL.D
R14 g R4] SEE DETAIL"J" / ° +�6
a 1z°a6'GP 555.05' 123.6e'R3 \ HEREON d.ky N5 \\E28 G FOR REFERENCE RONLY O
INST. NO, 2012-0247436, O.R.
UNE TABLE-THIS SHEET ONLY '
UNE BEARING LENGTH 1,�• \ '' ='
L1 Nar4T23"W 149.21'R3 1_1:='= 1 i% E8 1/4 SECTION LINE PER R4 SHOWN
N44°20'57"W RAD R=750.068• -•� �1 E5 N12°41'28"E %_ 29,61'(29.5V CALC R3) 25 NORTH LINE OF R3 SHOWN
L2 N15°51'14'W 164.22'R3 --4e2U'57'W_RAD-R=50.06----' / 40.07'R3,R4 ' M FOR REFERENCE ONLY
L3 N00°37'38"W 57.89'TE N45°39'04°E RAD R=500.05' _� [ ]~j� /� \E8 FOR REFERENCE ONLY
` . �( _---�N88°4r23"W&97' \%
-------- --
---1-
10.46'(10.49'R3 --- --�`:,,, '•, 1 N88°47'23^W[149.21'R3] / W
SEE SHEET 2 FOR SHEET INDEX MAP. '1
SEE SHEET 3 FOR MAP AND DEED REFERENCES,MONUMENT t, I,-
ESTABLISHED M2a Nes°13'aa"w [2s7o.5o'R2]
NOTES,ESTABLISHMENT NOTES AND SURVEYOR'S NOTES. ?,° s �4 SEE DETAIL"H° ESTABRECOR AS THE 1/a SECTION LINE
SEE SHEET 4 FOR SECTION 10 ESTABLISHMENT AND GPS ,Apdt ON SHEET 5 �.ag" AT RECORD ANGLE FROM M1 PER R2 w
CONTROL MAP,BASIS OF COORDINATES,GRID/GROUND \\�
DISTANCES AND BASIS OF BEARINGS. y'✓ PARCEL MAP 27659 P.M.B, 1 82/89-92
SEE SHEET 14 FOR RIGHT OF WAY ESTABLISHMENT OF / w
GRAPE STREET
RAILROAD CANYON ROAD.SEE GRAPE STREET RIGHT
SHEETS 15 AND 16 FOR DEED ESTABLISHMENT. CENTERLINE PER R4 OF WAY PER R3
GRAPE STREET RIGHT
OF WAY PER R4 RIV CO 18046
`UN 136 k
cuRVE TABLE-THIS SHEET oNLr IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 7 OF 16 SHEETS
CURVE DELTA RADIUS LENGTH
c1 1 15°33'57' 1zo6o.zs' ss9.7z' SEE SHEET 2 FOR SHEET INDEX MAP.
c2 1 10'31'39" eos.o7' 47.92' SEE SHEET 3 FOR MAP AND DEED REFERENCES,
(10°36'44" 805.00' 149.10'R9) RECORD OF SURVEY
MONUMENT NOTES,ESTABLISHMENT NOTES AND
SURVEYOR'S NOTES.SEE SHEET 4 FOR SECTION 10
LINE TABLE-THIS SHEET ONLY BEING A SURVEY OF A PORTION OF SECTIONS 9 AND 10 OF TOWNSHIP 6 SOUTH, RANGE 4 WEST ESTABLISHMENT AND G R CONTROL MAP,BASIS A
J LNE BEARING LENcrH OF THE SAN BERNARDINO MERIDIAN COORDINATES,GRID/GROUND DISTANCES AND BASIS
L1 Ng6°38'30"W 67.59' 66.54'R6 OF BEARINGS.SEE SHEET 14 FOR RIGHT OF WAY
JJJ Lz IN18°5014"E 3s.z1'nE HUNSAKER AND ASSOCIATES IRVINE, INC. ESTABLISHMENT OF RAILROAD CANYON ROAD.SEE
L3 N17°57'40"E RAD 7.3z'nE SHEETS 15 AND 16 FOR DEED ESTABLISHMENT.
L4 N17°5T40"E RE 3zsa'nE JASON R. KINNIE,P.L.S.7090 DATE OF SURVEY:APRIL 2018
GRAPHIC SCALE - DETAIL "K"
w o
N.T.S.
( IN eeaT) \ �NIFRUN pV ROAO \ ,1 � / "'o
1 inch= 40 ft. \ fR R` a6°\ R,q/(RO�1 N72,0 7TW CEN Ov
�R ��YaV ROAD
\ `t/I_gJ�»'77" Flo �53s.26' R$
Cq^,�O RS)
CRAPE SS•1j• R 7�Op ��F 'Va
IRfET\ C\ �0 �O 0 \,
LEGEND: 1 \\ RS71lNcn \271i R7j.°gA� TFRUry� \
LINES ESTABLISHED PER THIS SURVEY. NE 4 SEC 9 \ ft,'G'O CgOA'QElvyo�Al R R,78pC0 \`(6gg PR R4 \
` \\ffT 14) ROAD pER R1¢ ,W 1, -;------ Os'CACC R4I RgI�OAO
LINES NOT SURVEYED.
T6S, R4W, S,B,M. \\ oo `'R, /C[271sp IV72J9q\�RUNfCANYON A0
PARCEL 3 \\ _�; 75q°p./S003 954.5q•pA<C 189'RgEgs S•R\
56.691, PARCEL MAP 17616 \ ��' "<`DpR,7�;I �R�`OR's �
ZE5 7$4.59'Re 20 AILROAD RIGHT P,M,B, 139/27-28 \\ RAkR CONS 88 \ J)
y OF WAY PER R4 \ OAD CAN o'I
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al,\o�
SHEIVT 8 OF 16 SHEETS I�
GRAPHIC SCALE IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SEE SHEET 2 FOR SHEET INDEX MAP.
a o so a w SEE SHEET 3 FOR MAP AND DEED REFERENCES,MONUMENT
NOTES,ESTABLISHMENT NOTES AND SEE
RECORD OF SURVEY SHEET 4 FOR SECTION 10 ESTABLISHMENT AND SO CONTROL
( IN FEET) MAP,BASIS OF COORDINATES,GRID/GROUND DISTANCES AND
1 iacl,= ao ft. BEING A SURVEY OF A PORTION OF SECTIONS 9 AND 10 OF TOWNSHIP 6 SOUTH, RANGE 4 WEST BASIS OF BEARINGS.SEE SHEET 14 FOR RIGHT
ESTABLISHMENT OF RAILROAD CANYON ROAD.SEE WAY
E
E6 `>- OF THE SAN BERNARDINO MERIDIAN SHEETS 15 AND 16 FOR DEED ESTABLISHMENT.
RAILROAD CANYON ROAD
RIGHT OF WAY PER R5 HUNSAKER AND ASSOCIATES IRVINE, INC.
\ OJ• a�)S. UNE TABLE-THIS SHEET ONLY
`S,JS SEE DETAIL 1°HEREON'sr JASON R. KINNIE, P.L.S.7090 DATE OF SURVEY:APRIL 2018 LINE BEARING LENGTH
/ \ �
L1 N63°46'2YW 128.38'
RAILROAD RIGHT OF WAY PER R4 PARCEL 3 LEGEND: L2 N61°25'36°w ss.io'R2
35• qq y {E5—( ��25' g,. RAILROAD CANYON ROAD RIGHT OF WAY PER R9 pARCRL MAP 1 7 6 J 6 LINES ESTABLISHED PER THIS SURVEY. CURVE TABLE-THIS SHEET ONLUS J260.46'R
�!4`516�, '4 u$ '�," — LINES NOT SURVEYED. CURVE
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IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 9 OF 16 SHEETS
RECORD OF SURVEY
P BEING A SURVEY OF A PORTION OF SECTIONS 9 AND 10 OF TOWNSHIP 6 SOUTH, RANGE 4 WEST
OF THE SAN BERNARDINO MERIDIAN
P
HUNSAKER AND ASSOCIATES IRVINE,INC.
JASON R. KINNIE, P.L.S.7090 DATE OF SURVEY:APRIL 2018
GRAPHIC SCALE
a121
LEGEND:
LINES ESTABLISHED PER THIS SURVEY.
( IN FEET)
I inch= 80 ft.
SEE SHEET 2 FOR SHEET INDEX MAP.
SEE SHEET 3 FOR MAP AND DEED REFERENCES,MONUMENT
NOTES,ESTABLISHMENT NOTES AND SURVEYOR'S NOTES.
SEE SHEET 4 FOR SECTION 10 ESTABLISHMENT AND GPS
CONTROL MAP,BASIS OF COORDINATES,GRID/GROUND
DISTANCES AND BASIS OF BEARINGS.SEE SHEET 14 FOR RIGHT
OF WAY ESTABLISHMENT OF RAILROAD CANYON ROAD.
SEE SHEETS 15 AND 16 FOR DEED ESTABLISHMENT.
LINE TABLE-THIS SHEET ONLY
CURVE TABLE-THIS SHEET ONLY LINE BEARING LENGTH
CURVE DELTA RADIUS LENGTH L1 N67042'33"E 128.44'
C1 5'0644 660.00 1 58.89' 1 L2 N56°25'03"W 2.90'
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Sal 4 OF Nil a
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92-'372722, O.R.
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T6S, R4W, S,B.M,
GRANT DEED INST, NO.
2006-0955253, O,R,
RIV CO 18046
cuRVE TABLE A I SHEET OMIG25 '
IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 10 OF 16 SHEETS
CURVE DELTA RADIUSLENGTH C1 3°0115 1054.93' 2 LINE TABLE-THIS SHEET ONLY
C2 9°5121 66D.DD' 3' RECORD O F SURVEY L2E N49°3033'E 19980'
C C3 5°18'41' 1054.93' 8' L1 N87°42'33'E 128.44'
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'
.= C8 72°00'00' 818.20' RB L4 N00°18'21'E 48.75 R7
V C9 11°39'09' 954.93' R7 143.99'
CIO 3°13'16' 954.93' ' BEING A SURVEY OF A PORTION OF SECTIONS 9 AND 10 OF TOWNSHIP 6 SOUTH, RANGE 4 WEST Ls N88°3V2VW 165.11'
C11 8631,S' 104o.o* OF THE SAN BERNARDINO MERIDIAN L7 N49°33'2VE 250.03'R13C12 58°31'01' 660.00' 7' LB N49°30'33'E 102.44'
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4 4 JASON R.KINNIE,P.L.S.7090 DATE OF SURVEY:APRIL 2018 C (� )
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IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 11 OF 16 SHEETS
RECORD OF SURVEY
o, BEING A SURVEY OF A PORTION OF SECTIONS 9 AND 10 OF TOWNSHIP 6 SOUTH, RANGE 4 WEST
r OF THE SAN BERNARDINO MERIDIAN
p0 HUNSAKER AND ASSOCIATES IRVINE, INC.
—76 JASON R. KINNIE, P.L.S.7090 DATE OF SURVEY:APRIL 2018
GRAPHIC SCALE
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DNE BEARING IENGTH
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LEGEND:
LINES ESTABLISHED PER THIS SURVEY.
LINES NOT SURVEYED.
W '
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= E3 1 ''
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SEE SHEET 4 RIV CO 18046
IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 12 OF 16 SHEETS
9
_ RECORD OF SURVEY
O BEING A SURVEY OF A PORTION OF SECTIONS 9 AND 10 OF TOWNSHIP 6 SOUTH, RANGE 4 WEST
OF THE SAN BERNARDINO MERIDIAN
HUNSAKER AND ASSOCIATES IRVINE,INC.
JASON R KINNIE,P.L.S.7090 DATE OF SURVEY:APRIL 2018
SEE SHEET 4
GRAPHIC SCALE
BO b 80 60
NW a OF NE N NE 4 OF NE a
( IN FEET)
I inch= 80 M
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FINAL ORDER OF
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INST. NO,
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RAD Sy_F; N6g 697>^W a>°lp;y., \/v \ f O L=144Z64'
R. N69 5'9 `\ _ R=2864.>9' �l NIO°53'3TE g
2964.>g• 27-W J Nl. RAD
>.97 RA014-1pf -`•`E14
L�373?7' PCC
6#6 •` 16°70'00. L'241.79' �N_1212-56.18'EE _ L=345.55-
d5' ---- ° d=25, 1500.00'R�
� SSJ'08' 10`00, A=1g•OS'S5'
SWLY LINE BK 792/292 DEEDS $ R= R=1960. ,,
R= Ae R'296. 20p0.Op' 00' L=653.
2964.79' >J571' 4Jg L. ROAD g L=895.12'
1\m R<2p 304.55' '
NIO°40.00' 17.95'-;� 3102,E L=913.39'L=170.21' A=6°32'OS
2 N72°25"1Y ., R=2964.79'
LEGEND: }JCL 2 SWLY LINE RAILROAD CANYON RAD `E-' &18'3439' L'3.38.14'
LINES ESTABLISHED PER THIS SURVEY. GRANT��T' DEED RD PER R5 W
W GIC R=2090.00' L=661. ~
L=I552.36'
co LINES _
NOT SURVEYED. co
W INST, NO, 92-478890, O.R. W
W y
1299.60' (1299.24'RIO)
2599.20'(2598.60'RI)(2598.48'R7)(2598.48'R10) - "- 1299.60' (1299.24'RID)
N88°31'24°W 5212.92' (5212.90'R1)(5212.86'R7•R10) E21
SEE SHEET 2 FOR SHEET INDEX MAP. PCL 1 0C
SEE SHEET 3 FOR MAP AND DEED REFERENCES,MONUMENT PCL I OB
NOTES,ESTABLISHMENT NOTES AND SURVEYORS NOTES.SEE NW 4 OF BE
SHEET 4 FOR SECTION 10 ESTABLISHMENT AND GIPS CONTROL
MAP,BASIS OF COORDINATES,GRID/GROUND DISTANCES AND NE I OF BE -
BASIS OF BEARINGS.SEE SHEET 14 FOR RIGHT OF WAY
ESTABLISHMENT OF RAILROAD CANYON ROAD.SEE
SHEETS 15 AND 16 FOR DEED ESTABLISHMENT.
RIV CO 18046
IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 13 OF 16 SHEETS
RECORD OF SURVEY
BEING A SURVEY OF A PORTION OF SECTIONS 9 AND 10 OF TOWNSHIP 6 SOUTH, RANGE 4 WEST
pp� OF THE SAN BERNARDINO MERIDIAN
�? HUNSAKER AND ASSOCIATES IRVINE, INC.
` LEGEND: JASON R.KINNIE, P.L.S.7090 DATE OF SURVEY:APRIL 2018
LINES ESTABLISHED PER THIS SURVEY.
--- LINES NOT SURVEYED.
SEE SHEET 2 FOR SHEET INDEX MAP. GRAPHIC SCALE
SEE SHEET 3 FOR MAP AND DEED REFERENCES,MONUMENT w �xo SEE SHEET 4
NOTES,ESTABLISHMENT NOTES AND SURVEYOR'S NOTES.SEE I I f
SHEET 4 FOR SECTION 10 ESTABLISHMENT AND GPS CONTROL
MAP,BASIS OF COORDINATES,GRID/GROUND DISTANCES AND J (IN FEET) o
BASIS OF BEARINGS.SEE SHEET 14 FOR RIGHT OF WAY f I inch= 80 [t b
ESTABLISHMENT OF RAILROAD CANYON ROAD.SEE 4
SHEETS 15 AND 16 FOR DEED ESTABLISHMENT.
NE OF NE
N �
F- - N88-20-23-W 2593.04' (2592.74'R10)
} I I I W - 1296.52'(1296.37'RIO) "•1 E21 tP�•'�,
E14 U"
3 r S U)
___$, ` N\fit.�EW
R5 yam$
E74 `2p•55 �' 9
OAD N15. 5W...\•• 5i E14 4
!` RAJ� �•;��
E2 4
RWWI Pp p 2351 N7 �
RO
ON 525 �cloi�i'4
A R.2980. `=50. Nj3yAA4
' 0.
CA � E14 E20 6N59. E12 E14 dg�E12 III
-b-,VI7!DO -:Pi R •=-"12.34'(12.40 R18 _.__N84.03'11'W 1418.43'Rf5
{• 49'I.6454\°t9 `�-__ _"'C'0°49'15'(�0°49'13' _
,r r L=43.56' L=43.52'RIO) �� \I `�w
M9.2145 R=30gp.00 h.\0°120 //& r''1.27' .. (345.67' �•,!�,�w �vq
-- C5 r [�7°D1'2$R-20R-2000.00 1.245.17'R15 J45.75'15)._,.. (1070.68'R15)t E24,
CONSTRUCTION CENTERLINE •yti;� ,I g$ fir` RAD ,E72 [14i6.43'Rts] __. $
RAILROAD CANYON ROAD N9a°03'11'W I iy �, n
---___--_7-:>[81.01'R151 CENTERLINE RAILROAD 8 / e ~'• , �'���
PER R74 - CANYON ROAD P R75 i '
(SEE SHEET 14) [d=7°02'S6 R.1939.00'L=238.55' ER RI5] 1 ®
---- R18 o w NOi°O6'0TW "[N84°03'if'W 1416.43'
_____ E12
1a_ rc rc n RAD ) ryo,. N55'OBY3'W_ �pfi
r.------ " r E12 ---RAD d
N15'ST_35'W 1 15°15'57'
R w (15°16'36'CALC.RIB)
I N01°04'10'W Y y�
RAD _. FINAL ORDER OF
i \ E20 EAST 1/4 CORNER N
43•55 = I SECTION 10 CONDEMNATION .8
c Ij � 5z aisl I M4 E71 INST. NO.
DETAIL_ "F 1 999-01 1 91 6, O.R. A
d y
V.T.S.RAD �t4
j NO1°04.38_W_ I E24 r/
-`C 09 !:'- - RAD
1.M23
i\ R=2000.00'
1k wq
I 23 �&�' 7°01'25'RS]
"
In rn
L-- - �- --� SF OF NE � OF a�.' � tig - � In 0
SEC 10 d�as^°��~ Ez4 O
T6S, R4W, SBM
iJ d^w"8 FINAL ORDER Or
CONDEMNATION
NE'LY LINE BK 792/292 DEEDS v E24 , �,,rQr �y INST. NO. r--
�v°
1 999-01 1 91 6, O.R.
NO3.58'STE 8m / `�' J I
P ArygO v� r' •• i
6=7.18'55-
-----RAC PC / SWLY LINE BK 792/292 DEEDS ,- E14
�- L=352.99'-_•,t/' is-- �55°00'00" y. aryl
`1=144Z64'---' �.°� �• N\5`5T3, �/ I
a 2�764.79' $ ° CANYON FPD '.I 1p0'23g
00'00' R g $ a 51ry90 , NELY U RSRAIIRDAD v5ip.95 "l "E14# L 20
NOJ°58'5YE o RD PER
RAU PCC--1
�A-6'45'40 \\; Wsy'ti��0 R.2960.Oo' L.534.OT R5 I I E12
'- C4 N83°50'33'E ._- y10'12'00 �1.4808' /�' E20
-- N-0-1-28'5YE_ 1N40' 78.42' � Rs30�•�' OPT I E74
E24 -PCC $ i- 74.96 - ^
�19°OS'S5' L-653.33' �f]�8°Q4: _W 49164 54\.\9 i' \='.[81.01'R15]
R=1960.00' L-895.12' ya_•1z -��ANYON I
_ RAILROAD 45° 3040.00' N1SR32w I
00.- - N83°50'3��
--r=-��° (153.46 R5) E14 6=9°22 R= g8
R-20D0.00'� L=913.K, TiT M23 '8^$F�.[BLOC'R15]
-_ 6=10'12'00' IE12
W C3 ------ ,�.Cf__.• (•--_ M29°3250 3 E74 _.=''-�
-- N83°50'33 E 153.40 [- 1
W Z:C2__ %f d=18'34'39' L=661.44, I Y,
!n t G26%0'�' _ L=931.86''J p
w NO3'S8'_57'E,t N01`28'S7'E-2040.00 1 CL 1 GRANT DEED 'F'EHEREOIN�
,I, RAD POD �"RAD PRC F
INST, NO, 2014-0240151, O.R. b.
S'LY LINE RAILROAD CANYON RD I w &
PER R5 I g r
(1299.24'RIC) M4I
_ 2599.20'(2598.80'R1)(2598.48'R7)(259848'R10) -
N88°31'24'W 5212.02' (5212.90'111)(521286'R7,R10) :' E11
CURVE TABLE-THIS SHEET ONLY �14
CURVE DELTA RADIUS LENGTHE0ER
C1 23000 1245.92 54.36 r /•1
C2 JO°00'00' 2984.79' 1552.38' N L I, O F BE
C3 6°32'OS' 2964.79 338.14'
C4 30*00,00, 2884.79' 1500.00'R8
C5 8°05'29' 2000.00' 282.44'
RIV CO 18046
aD16ob Mg 1� `6I�
SHEET 14 OF 16 SHEETS L/
IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
LINE TABLE-THIS SHEEP ONLY CURVE TABLE-THIS SHEET ONLY
LINE BEARING LENGTH BEING A SURVEY OF A PORTION OF SECTIONS 9 AND 10 OF TOWNSHIP 6 SOUTH, RANGE 4 WEST CURVE DELTA RADIUS LENGTH
u NBO`47'55E a11.2T OF THE SAN BERNARDINO MERIDIAN c1 30`27.Os 1300.00' 690.92'
L2 NB1°08'49•E 95.84' C2 6°05'2T 2000.00' 282.44'
L3 N61°46'5TE 95.64• HUNSAKER AND ASSOCIATES IRVINE, INC. C3 9°42.55 695.o0• 117.85'
L4 N61°26'22'W 297.7T
L5 Na8.37'59'E sse.3s• JASON R. KINNIE, P.LS.7090 DATE OF SURVEY:APRIL 2018 ca zoa•a6' 1247.00• 45.26'
L6 N48.37'59'E 258.32' C5 5°52'35• 1247.00' 127.90'
CONSTRUCTION CENTERLINE AND RIGHT OF WAY ESTABLISHMENT C6 1O'13'D8' 1242.00' 221.52'
C7 1R42'S8' 1242.00' 232.29'
C8 18'48'57 1357.00' 445.64'
OF RAILROAD CANYON ROAD PER IMPROVEMENT PLANS R14. 24°54'17' '750.00 542.17'
M2 C10 7755'1Y 750.00' L=954.54• M3
�r + E2 CALC R4 k R14] r� r9
Cit 40'34'4Y 750.00, 531.17' O L,
GRAPHIC SCALE D JO r, 6 S, R, 4 W, S, J, it NJ, �0
,00 o em zao NY�I Ol N�i�/ E: NE 0F NY�I NW O1 NE NE: OF NE
>zr eE>;r
I inch- 300 ft.
cn
S Or Nil SW OF' NIr
A �(ONg s
CI `� 7j199 s�{3�8 5116
o SEE DETAIL•K•ON SHEET 7 SW � 05 NW � '�s t?,� ` ' " z 2-���,.��"��8 ,g SE � O� NE:
zl i I 8}rc it
f
g .T1 `'rg$ �r• m 0.�049•� Rst3o_o.oU 1t w
1=1420.7 '•i_;.�� /r h �t m
" A / N33°24'40'W__, 'o•� 1 mx
tr=40°34'42' ry 1/ .__.RAD 'V.��'•,, 1%' � L2 c,- C9 -' % �•' �
?1$�•� C10 La570.12'i �rd� O �R1��a3 �613 ''1 �� g •1�_I E3 e ? Ns "e8• �
7 /9 o� `_-cT l ;a o 8 3 r i Hs9gt:.. s°uPouoo 1 D!
' C1j E3 2 g A ry v0oo. ,W sys o __ ROA �B°06'S8• t �+
E32 is \ \m N W s• N
y°".% oi' �??y �',a• �,'=1'. '�fft"u3 ,�,. L..?7°75• H88. 9 ? N09°72_a`'_W E31 I� R=2061.00w-FT In
R=695.00' \i' -- ?e• ,3 ,y ,y 5,16, -G � \C°b 'e\s ';f t� /�q•.o0fb9\5?' E31 RA
tB'E
�30°51'4Y C C,y. / ??yy 8 g�:'�' 0 W 69 M30°27 N7 _y'c,A Ra 05• tt -C2 311
N4Z ,YcB 1247.00• L=662.75
el• Ns 8•. rG' o o c4 .- fib''`, �j`•s. i b 'E2'•, 'F�',
pcD °ze, ryg ov.F _ .s.
RAD ??k, 7?W`.- -.Th x a 1394.15' :' '� o"q' N88°31'24'W 521-- __1•ti
SEE DETAIL•f ON SHEET 8 ?g• l08? �•� p=0.4714;_ '\ + 'pi 1220.24' R=1349.00' -_3Q0.$4 1939• m
PoHI s^ R=847.00•L=11.64 1 t ..-•dn ° 716.96" g30521E (�8°0354+ �1
Hs?� - ,4 A�W•;,Ja, i % naJ E3 Y o$N01'08.11"N_% m'S
5Im
?g8S7_--- E31 NRa'�° �y's• 'Os,JTs,�� CONSTRUCTION CENTERLINE
o %> AND RIGHT OF WAY A En
w CONSTRUCTION CENTERLINE �� `\, I �B9°08'2s'^R=Bn.Do' ,� fi q.
Q s ,, 55.39' Ra900.00' t,�� ap RAILROAD CANYON ROAD 'N
AND RIGHT OF WAY a, `ES, o<'''' PER R14. N-
V tI RAILROAD CANYON ROAD Nej zee?w°�39• R�949.0U a,�ti SEE DETAIL'F'ON SHEET 13
PER R14. 5497'
a�
e NW O E:sw NE OI' SW NW OI' S NI a 0F SE �
g�
g
SEE SHEET 2 FOR SHEET INDEX MAP.
SEE SHEET 3 FOR MAP AND DEED REFERENCES,
MONUMENT NOTES,ESTABLISHMENT NOTES AND sw Orr sw SE � (err SW � sw � 0� Sl✓ � SE: � O1• Slr
SURVEYOR'S NOTES.SEE SHEET 4 FOR SECTION 10 M
ESTABLISHMENT AND GPS CONTROL MAP,BASIS OF
COORDINATES,GRID/GROUND DISTANCES AND BASIS O 1 i 10
OF BEARINGS.SEE SHEET 14 FOR RIGHT OF WAY f{j
ESTABLISHMENT OF RAILROAD CANYON ROAD.SEE
SHEETS 15 AND 16 FOR DEED ESTABLISHMENT.
RIV CO 18046
�5
LEGEND:
IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 5 OF 18 SHEETS
LINE"A"-CENTERLINE OF 80 FEET'MDE ROAD RECORD O F SURVEY GRAPHIC SCALE
--- LINE'B"-CENTERLINE OF 80 FEET MADE ROAD a xsa sao
1000
LINE'C'-CENTERLINE OF 80 FEET WIDE ROAD
- SECTION LINE 4 3 BEING A SURVEY OF A PORTION OF SECTIONS 9 AND 10 OF TOWNSHIP 6 SOUTH, RANGE 4 WEST (IN FEET)
N2 (5173.91'R1)(5174.03'R10) OF THE SAN BERNARDINO MERIDIAN
1 inch 500 [t.
N88°09'18'W 5173.98•
UNE CURVE TABLE-FOR LINE•A' E9 HUNSAKER AND ASSOCIATES IRVINE, INC.
LINE CURVE BEARING DELTA RADIUS LENGTH %' �� r
p ;0 1a B1s-= JASON R. KINNIE, P.L.S.7090 DATE OF SURVEY:APRIL 2018
A2 N0('36'8rW - 167.31' ��,\ • 1O
A2 N54°18'J5W - 714.92' rc ''�``�"?;• DETAIL 4 A3 5531'00' 700.00' 714.92' X+ \. ,t,,
A4 N67'10 - 128.44' N.T.S. DEED ESTABLISHMENT
A5 1B'12'W2'OO' 1000.00' 317.65' ro�.
A6 N4B'58'2YE - 343.39'
A7 191 2000.00' 552.69'
A8 N64°48'22'E - 156.07•
A9 4040'00` 1000.00' 779.58' ;+ /
A10 N7531'35W - 846.85, 4 \
A11 26°10'00' 2000.00' 913.39' ^$ m I5�`�m�m/M2 `3 rB23 G
A13 N8JB49-4E - 462.29' g m E9 3 i 2 �I DEED ESTABLISHMENT NOTES
A1J 8°49'45' 3000.00' 462.29' = I m ( ) `'.- ---- N88°09'18"W 5173.98' (5173.91'RI)(5174.OJ_R10) 3
A14 1°22'15' 3000.00' 71.78' %� -- --- -
A15 N73°06'21'E - 16.31' \ p 1 ;�,`.j0 B19 R100-THE RESOLUTION ACCEPTING DEED RECORDED APRIL 19,1949 IN BOOK 1069
Ai6 N05O8'3YE - 2342.53' I 1Q})';•,-I-I PAGES 342 THROUGH 344,INCLUSIVE OF DEEDS.
A18 N43°55'4YW - 47.15' I I I I ++++ I 1{t,✓��SEE DETAIL 4 �- Jfi, R, /I �f, �, �, J\��, \ w ��� LINE "A" - CENTERLINE OF 80 FEET WIDE ROAD
Ala Nomz1 t5w - zz47.a9 1 + HEREON r
LINE CURVE TABLE-FOR LINE-Ir LINE"A'WAS ESTABLISHED ALONG THE WEST LINE OF SECTION 10 AT THE RECORD
LINE CURVE BEARING DELTA RADIUS LENGTH + I SEE DETAIL 3 DISTANCE OF 167.50 FEET FROM M1 PER R100.THEN THE CENTERLINE WAS RUN USING
BI N5S33'2YW - 167.31' a ON SHEET 16 1 THE RECORD ANGLE AND DISTANCE PER R100 TO THE END COURSE OF THE
B2 555'3ZrE 700.0- 128.44' I NW E7F' N�/ NE OF' Nil NW 0� NE III ^ l DESCRIPTION.THE END OF THE COURSE LIES±84 FEET WEST OF THE EAST LINE OF
B3 N6Y512'OCr - 317.651 ]�E OF NE 1 = SECTION 10.THE CENTERLINE WAS EXTEND PER R5 TO INTERSECT SAID EAST LINE.
B4 1512'00° 1000.00' 317.65' & m
B5 N49°43'3YE - 343.39' " I� j R DETAILS 2 AND 3 SHOWS THE CORRESPONDING RELATIONSHIPS OF THE TIE DESCRIBED
86 15°SO'00' 2000.DO' 552.69' a lI Y IN R100 AND MIS-CLOSURES.
B7 N85'33'3TE - 156.O7' I LINE "B" - CENTERLINE OF 80 FEET WIDE ROAD
BB 44°40'00` 1000.00' 779.58'
B9 N69°46'2YW - 846.85'
B10 26°10'00' 2000.00' 913.39' $ a n LINE"B"WAS ESTABLISHED FROM THE RE-ESTABLISHED NORTHWEST CORNER OF
B11 N84°O3'3SE - 153.40' N Ilmm (1296.3T R10) I «;o SECTION 10 PER RI ALONG A LINE TO THE SOUTHWEST CORNER OF SECTION 10 AT THE
Bit 8'49'45' 3000.00' 462.29' 1 e DISTANCE OF 2813.15 FEET PER THE DEED PLAT 30-X(R5).THEN THE CENTERLINE
B13 0°56'51' 3000.00' 49.61' SE OF Nw SAY OF NE ^ $N WAS RUN USING THE RECORD ANGLE AND DISTANCE PER R100 TO THE END COURSE OF
814 N00°53'43'E - 2342.53' I o S� OF N� 1 I THE DESCRIPTION.THE END OF THE COURSE LIES±50 FEET WEST OF THE EAST LINE
B15 NOR27'S0•E - 19.05' & 1 OF SECTION 10.THE CENTERLINE WAS EXTEND PER R5 TO INTERSECT SAID EAST LINE.
1316 N00°16'15W - 2348.28' o F
B17 N01°21'2YE - 2478.14'R5 I SW � OF NW � H � �I DETAILS 2 AND,3 SHOWS THE CORRESPONDING RELATIONSHIPS OF THE TIE DESCRIBED
B18 N01'21'23"E - 2645.65' I A9 CAN ^ � I IN R100 AND MIS-CLOSURES.
B19 N88'38'24"W - 5103.64' _ /�' v 1
5103.57'RI) �8'r/_ ,a10 N ;\ LINE "C" - CENTERLINE OF 80 FEET WIDE ROAD
r
I; SEE DETAIL 1 = - \�� / Ata-•=�:,[�
B20 N01'21'2YE - 167.50' 6 �� Og f
021 N01°21'2SE - 281350' R5 CENT WARIER ON SHEET 16 P p p Ap :t 1,'•,
SECTION 9 'i �{ /.7 69 �---- ISO 1};� F LINE"C'WAS ESTABLISHED IN A REVERSE DIRECTION OF R100 BEGINNING E THE
B22 NOt°21'25E - 2624.49' I ij?� � 'VIN-31-WW
- C10����__ All
I Yp72�_p RECORD TIE DISTANCE FROM M3 ALONG THE EAST LINE OF SECTION 10.THEN THE
2624.39'R1 LI It /;�!. ,••CNI TIE ! C71 CENTERLINE WAS RUN USING THE RECORD ANGLE AND DISTANCE PER R100 TO THE
--812 BEGINNING COURSE OF THE DESCRIPTION.THE BEGINNING OF THE COURSE LIES±89
B23 N5540'OYW - 82.70'R1 fr 5212.92' B1O W13 /I,I I FEET EAST OF THE WEST UNE SECTION 10.THE CENTERUNE WAS EXTEND PER R5 TO
B24 N01°21.23'E - 1.15' [2670.50'Rz]' ✓_820 fi- 5212.90'R1)(521288'R7,R10 B11•=' •-=-C12
825 N01°21'23'E - 5291.29' Nag°13'44"W Al ;%? •Jj 7 OPO,-%/_ -- BS INTERSECT SAID WEST LINE.
Q
5292.30 R1 A2•, ` 4 N/� -'--'� M4 / DETAILS 1,4 AND 5 SHOWS THE CORRESPONDING RELATIONSHIPS OF THE TIE DESCRIBED
LINE CURVE TABLE-FOR LINE'C C1�•/,' A _ 'rg3 •--,� / _ IN R100 AND MIS-CLOSURES.
C2== /
LINE/CURVE BEARING DELTA RADIUS LENGTH \ Nz.-.� SUMMARY.
C16-°-_.•'' jam_ ,: \J�
Cl 3°11'SW 1200.00' 67.66' C3 SEE DETAIL 2J THE CONTROLLING CALLS OF THE LEGAL DESCRIPTION PER R100 ARE BASED ON THE
C2 N54°42'33'W - 206.71' ON SHEET 16 Na�� INCORRECT INFORMATION SHOWN ON RS AS DESCRIBED IN SURVEYOR'S NOTE 6.THESE
C3 5B'31'00• 700.00' 714.92' O1 I NW � 0� SIN � � � NW � OF SE � � 3�'� R5.THE
C4 N66°46'2YE - 128.44' m
]��� 0� S1N �1� 0� S� �� un�`�i(,' RIVERSIDE COUNTYFIELD BOOK 619,PAGE 68FUCT WTH THE INTENT OF THE TCORRECTLY SHOWS ABUSHMENT OF ETHE AINTENT FOR THE
C5 18'12'OO' 1000.00' 31TS5' w rc I z ESTABLISHMENT OF THE ROAD,HOLDING THE RECORD INFORMATION OF THE DEED DOES
C6 N48'3V2YE - 343.39' < z �- NOT WORK MATHEMATICALLY FOR THE ERRORS ARE TOO LARGE FOR THE ROAD TO FIT.
C7 1550'00' 2000.00' 552.69' W THE ESTABLISHMENT OF THE ROAD BASED ON TIHE DEED IS CONSIDERED INVALID
CB N64°2V27E - 156.07' / -`^� I R COMPARED TO THE ESTABLISHMENT OF THE ROAD BY THIS RECORD OF SURVEY.
C9 44°40'OO' 1000.00' 779.58' ^
CIO I N7555'33'W - 846.85'
C11 26°10'OD• 2000.00' 913.39' BJ n m
C12 N82°53'35E - 153.40' & m c
C13 8'46145" 30D000' 462.29'
C14 N00'16'15W - 2342.53'
C15 400°36'1YE - 214.87' �p m �m DETAIL 5
C16 N54°42'33"W
C17 N00°12'17"E - 167.50' / N.T.S. SEE SHEET 2 FOR SHEET INDEX MAP.
c18 N3552'4EW - 138.23' i' SEE SHEET 3 FOR MAP AND DEED REFERENCES,
C19 NOG°1r25e - 2645.65' 0 `;. l r 10 S� d� S� MONUMENT NOTES,ESTABLISHMENT NOTES AND
C20 N2Y22'3YW - 146.70' "=°-824 TIE ?S�V Or s SL 3 OF SIN
sw 0F S5
j SURVEYOR'S NOTES.SEE SHEET 4 FOR SECTION 10
ESTABLISHMENT AND GPS CONTROL MAP,BASIS OF
18 Et 15 COORDINATES,GRID/GROUND DISTANCES AND BASIS
/ \ ` OF BEARINGS.SEE SHEET 14 FOR RIGHT OF WAY
/ 011.t 10 \ p ESTABLISHMENT OF RAILROAD CANYON ROAD.SEE
Nas°ae'zaw 2641.33' (2641.27'R1) M SHEETS 15 AND 16 FOR DEED ESTABLISHMENT.
Na7°57'OS'W
1 18 „`16 2612.7T (2612.84'R1) _-
\ `SEE DETAIL 5 5
HEREON
RIV CO 18046
d��e-b3�fig l5
LEGEND: IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEE18 OF 16 SHEETS
UNE"A"-CENTERLINE OF BO FEET WIDE ROAD RECORD O F SURVEY
--- UNE"B'-CENIERUNE OF e0 FEET MADE ROAD
UNE'C'-CENTERUNE OF 80 FEET WIDE ROAD
60 FEET WIDE RIGHT-OF-war ESTABLISHED HEREON BEING A SURVEY OF A PORTION OF SECTIONS 9 AND 10 OF TOWNSHIP 6 SOUTH, RANGE 4 WEST
SECTION LINE OF THE SAN BERNARDINO MERIDIAN
HUNSAKER AND ASSOCIATES IRVINE, INC.
JASON R. KINNIE, P.L.S.7090 DATE OF SURVEY:APRIL 2018
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(5173.91'R1)(5174.03'R10) ��,., 3
DEED ESTABLISHMENT DETAILS - N8e°09'18'W 5173.98'
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M1 1, I.','' N88°31'24"W a N.T.S.
(5212.90'Rt)(521286'R7,R10)_
[2670.50'R21 -- `�'' 21.18' 21.82 R1 LINE A 'I I% H j
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N89°73'44'W , 1
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UNE C
1, �! . P.O.B.UNE 8
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LINE A43
B10 1
N88'31'24"W 5212.92' (5212.90'R1)(521286'R7,R10) - 1 ,
I I LINE C� LINE C
CENTERLNE OF 80 FEET WIDE
DETAIL 1 / RIGHT-OF-WAY ESTABLISHED HEREON
N.T.S. DETAIL 2
SEE SHEET 15 N.T.S. DETAIL 6
SEE SHEET 15 N.T.S.
SEE SHEET 15
LINE CURVE TABLE-FOR LINE'
LINE CURVE BFMING DELTA RADIUS LENGTH
Bt N5S33'27'W 167.31'
82 5r31'OC" 700.000 714.92'
87 N65°33'33"E 7 156.07'
88 4440'00' 1000.00' 779.58' LINE CURVE TABLE-FOR UNE C'
LINE CURVE TABLE-FOR LINE'A BIG 26°1O'00" 2000.DO' 913.39' LINE/CURVE BEARING DELTA RADIUS LENGTH
LINE/CURVE BEARING DELTA RADIUS LENGTH B11 N84°03'33'E 153.11 Cl 3°11'S0' 1200.00' 67.65,
Al N00°3891YE 167.50' B12 8°49'45' 3000.00' 462.29' C2 N54°42'33W 206.71'
A2 N54°18'38'W 167.31' B13 p56'S1' 3000.00' 49.61' - C3 SB°31'00' 700.00' 774.92'
A3 58°31'OC' 700.00' 714.92' 814 NOP53.43"E - 2342.53' C8 N6424'2YE 156.07'
SEE SHEET 2 FOR SHEET INDEX MAP. A8 N64°48'27E - 156.07' B15 N00°27'SG'E 19.0s' C9 44°40'00" 10GO.00' 779.58'
SEE SHEET 3 FOR MAP AND DEED REFERENCES,MONUMENT A9 44°40'00' 1000.00' 779.58' Bib NOC°16'15"W - 2348.28' C11 26°10.00' 2000.00' 913.39'
Al 26°10'00" 2000.00' 913.39' B17 N01°2123"E - 2478.14'RS C12 NB2°53'36"E - 153.40'
NOTES,ESTABLISHMENT NOTES AND SURVEYOR'S NOTES.SEE Al2 N83°18'2YE 53.40' B18 N0121'23 E - 2645.65' C15 8°46'45 3000.00' 462.29'
SHEET 4 FOR SECTION 10 ESTABLISHMENT AND GPS CONTROL A13 8°49'4T 3Ooo.00' 462.29" 819 N88°38'24W - 5103.64' C14 NDV16'15W - 2342.53'
MAP,BASIS OF COORDINATES,GRID/GROUND DISTANCES AND n1a zz'15 3000.0O' 71.7e' 5103.57 R1 c1s N0036'17E - 214.17'
A15 N73°O6'22'E 18.31' 820 NOt°21'23'E 167.50' Ci6 N54°42'3YW 167.31'
BASIS OF BEARINGS.SEE SHEET 14 FOR RIGHT OF WAY A16 N00°08'3YE - 2342.53' 821 N01°21'23"E - 2813.15'R5 c17 N00'12'1YE 67.50'
ESTABLISHMENT OF RAILROAD CANYON ROAD.SEE A17 N4755'41"W - 98.15' B22 N01°21'23 E - 2624.49' C18 N3852'4fi W
SHEETS 15 AND 16 FOR DEED ESTABLISHMENT. Ale N0021'15W - 2247.09' 2624.39'R1 c19 N0011'25E - 2645.65'
RIV CO 18046