rs153_0540 160 320 480
ef
SCALE 1" = 160'
FOUND 1 1/2 INCH ALUMINUM CAP
"PLS 6258" PER R.S. 147 / 16-17,
DOWN 0.2 FEET, NORTHWEST
CORNER SECTION 17
Ll
RECORD REFERENCES:
IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, CALIFORNIA
RECORD OF SURVEY
WITHIN THE SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 1 EAST,
SAN BERNARDINO MERIDIAN, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
MAYER SURVEYING INC. MAY, 2019
( R1 ) GRAND VIEW SUBDIVISION, MAP BOOK 9, PAGE 2
( R2) RECORD OF SURVEY BOOK 84, PAGE 23
(R3) RECORD OF SURVEY BOOK 147 / PAGES 16-17
( R4 ) PAROL MAP NO. 18891, BOOK 116 / PAGES 19-22
R5) PARCEL MAP NO. 28972, BOOK 204 / PAGES 31-32
/1000-- SMALL. SLOPE, DOWN 0.5 FEET.
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FOUND 1 INCH
I.P. WITH TAG
"LS 4724" PER
P.M.B. 116 / 19-22,
DOWN 1.8 FEET
5UU I .H StU I LUN LIN:
PURPOSE OF SURVEY:
THE PURPOSE OF THIS SURVEY IS TO REESTABLISH AND
MONUMENT THE BOUNDARY OF LOT 1 OF GRAND VIEW
SUBDIVISION AS RECORDED IN MAP BOOK 9, PAGE 2,
OFFICIAL RECORDS OF RIVERSIDE COUNTY.
A Ir' nF RFAR ING-
BEARINGS SHOWN HEREON ARE BASED UPON THE
WESTERLY LINE OF SECTION 17 BETWEEN THE WEST
QUARTER CORNER SECTION 17 AND HILLTOP DRIVE,
BEING S00'3 06'57"E, PER RECORD OF SURVEY 147 / 16-17,
OFFICIAL RECORDS OF RIVERSIDE COUNTY.
589053'36"E 2655.18' ( 2655.00'R2 )
N89059'46"E 2656.24' (2656.66' R2)
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 THE
KELLY LAWRENCE, MAY 2619. 1
oa�qjj
NDALL .MAYER, P.L.S. 7924 DATE: 7-31-2019
MAYER SURVEYING INC.
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� No. 7024
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FOUND 1 INCH I.P. WITH .PLASTIC
PLUG "RCE 23099" INSIDE 2 INCH
I.P. PER P.M.B. 204 / 31-32,
CENTER CORNER SECTION 17.
01cl ,OS0033S �3
SHEET 1 OF 1
RECORDER'S STATEMENT:.
FILED THIS�DAY 0F1ieyRwVQ,✓ , 2019, AT I I • At M,
IN BOOK /S3 OF RECORDS OF SURVEY. AT PAGE(S) S14
AT THE REQUEST OF THE COUNTY SURVEYOR.
FEE: NO. 4:20Iq-0500335
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: � ,DEPUTY
COUNTY SURVEYOR'S STATEMENT:.
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE,, WITH SECTION
8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT
THIS 3 DAY OF e�:) rrC , 2019.
IR -
DTkVID L. McMILLAN, COUNTY SURVEYOR
P.L.S. NO. 8488, EXPIRES: DECEMBER 31,2020
SURVEYOR'S NOTES:
1) MONUMENTS WERE SEARCHED FOR AT ALL LOT CORNERS AND POINTS OF
INTERSECTION, FOUND MONUMENTS ARE SHOWN HEREON.
2) MONUMENT WAS HELD AS NORTH - SOUTH DIRECTIONAL CONTROL FOR
THE EASTERLY LINE OF GRAND VIEW SUBDIVISION, MAP BOOK 9, PAGE 2,
PER RECORD OF SURVEY 147 / 16-17.
3) THE RIVERSIDE COUNTY SURVEYOR REFILED THE GRAND VIEW
SUBDIVISION AS MAP BOOK 245, PAGE 36 WITH A NOTE STATING THAT THE
MAP SHOULD BE USED WITH CAUTION DUE TO SEVERAL DISCREPANCIES. 1
FOUND THE EXTERIOR BOUNDARY CLOSED TO 1:13,000. USING THIS
BOUNDARY, I CALCULATED THE. BEARING OF THE 40 FOOT ROAD (HILLTOP
DRIVE) AS N89020' 42"E, WITHIN 12 SECONDS OF RECORD BUT IN THE
WRONG QUADRANT. I BELIEVE THIS IS DUE TO A DRAFTING ERROR ON THE
ORIGINAL MAP. BASED UPON THIS MATHEMATICAL CALCULATIONS FOR THE
SUBDIVISION ARE WITHIN TOLERANCES FOR A 1912 SURVEY.
4) P.E. HICKS STATES THE NORTHWEST AND SOUTHWEST SUBDIVISION
CORNERS ARE AT SECTION CORNERS. HE ALSO STATES THE SUB-
DIVISIONS SOUTH LINE IS ALONG THE SOUTH LINE OF SECTION 17. HE
DOESN'T MAKE THIS STATEMENT FOR THE SUBDIVISIONS EASTERLY LINE
NOR DOES HE STATE THE MONUMENTS SET ON THE EASTERLY LINE
REPRESENT SECTION CORNERS. HE DOES STATE HE SET A PIPE AT A
FENCE CORNER FOR THE SUBDIVISIONS SOUTHEAST CORNER.
THIS FENCE CORNER WAS RECOVERED AND MONUMENTED BY MICHAEL
CALDWELL, P.L.S. 6258. FROM THIS CORNER THE REMAINS OF AN OLD
FENCE LINE RUNNING NORTHERLY TO THE INTERSECTION OF ANOTHER
OLD FENCE POST AT THE END OF AN OLD FENCE RUNNING WESTERLY.
BOTH FENCES ARE CONSTRUCTED OF THE SAME TYPE OF POST AND
BARBED WIRE. THE FENCE RUNNING NORTHERLY CLOSELY FITS THE
LOCATION OF THE EASTERLY LINE OF SAID SUBDIVISION WHEN MEASURED
FROM FOUND MONUMENTS ON THE: WEST LINE OF THE SECTION. BASED
UPON THIS, I ACCEPTED THE. FENCE LINE AS THE LOCATION OF THE
ORIGINAL EAST LINE OF THE GRAND VIEW SUBDIVISION.
_4,
5) ONE INCH IRON PIPES, NO TAGS OR REFERENCE, UP 0.8 FEET, WERE.
FOUND NORTHERLY OF LOTS 4 THRU 7 ALONG THE FENCE VINE. RUNNING
WESTERLY MENTIONED IN NOTE 4. THEY ARE INCORRECTLY SET AT
APPROXIMATELY 325 FOOT INTERVALS. THIS VALUE CAN BE OBTAINED IF
YOU PRORATE 330 FEET (LOT WIDTH) BY 2604.0 FEET (RECORD SUBDIVISION
DISTANCE) MINUS" 40 FEET (ROAD DEED) THEN DIVIDE BY 2604.0 FEET. THE
40 FOOT ROAD SHOULDN'T BE PRORATED ACROSS LOTS 1 THRU 8, IT ONLY
APPLIES TO LOT 1. EXISTING OLD FENCE LINES FOR LOTS 4 THRU 7 LINE UP
WITH THESE PIPES. EXISTING OWNERS DON'T REMEMBER THEM BEING SET.
A ONE INCH IRON PIPE, NO TAG OR REFERENCE WAS ALSO FOUND AT A
FENCE CORNER NEAR THE SOUTHEAST CORNER OF LOT 7.
FOUND 1 INCH I.P. WITH PLASTIC PLUG
"RCE 23099" PER P.M.B. 204 / 31-32,
DOWN 0.4 FEET, HELD AS CONTROL
FOR HILLTOP DRIVE.
FOUND 2 INCH BRASS DISK STAMPED
'73S R1 E 17-20 LS 5733 PER R.S. 84 / 23,
DOWN 2.0 FEET, SOUTHERLY OF OLD
FENCE POST, QUARTER CORNER
SECTIONS 17 & 20
LEGEND:
- FOUND MONUMENT AS NOTED
- SET 1 INCH IRON PIPE WITH
TAG "LS 7024", DOWN 0.3 FEET
-RECORD OR CALCULATED
DATA PER REFERENCE
P.M.B. -PARCEL MAP BOOK
R.S. -RECORD OF SURVEY
I.P. - IRON PIPE
RIV. CO. 19115
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FOUND 1 INCH I.P. WITH TAG "LS 4724" PER
P.M.B. 116 / 19-22, DOWN 1.0 FEET, WEST
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QUARTER
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CORDER SECTION 17. FOUND 2
cz in
� X
INCH I.P., NO TAG, S230 28" 4111E 6.11 FEET
14.1.1`-.
FROM QUARTER. CORNER AT BOTTOM OF
/1000-- SMALL. SLOPE, DOWN 0.5 FEET.
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M
FOUND 1 INCH
I.P. WITH TAG
"LS 4724" PER
P.M.B. 116 / 19-22,
DOWN 1.8 FEET
5UU I .H StU I LUN LIN:
PURPOSE OF SURVEY:
THE PURPOSE OF THIS SURVEY IS TO REESTABLISH AND
MONUMENT THE BOUNDARY OF LOT 1 OF GRAND VIEW
SUBDIVISION AS RECORDED IN MAP BOOK 9, PAGE 2,
OFFICIAL RECORDS OF RIVERSIDE COUNTY.
A Ir' nF RFAR ING-
BEARINGS SHOWN HEREON ARE BASED UPON THE
WESTERLY LINE OF SECTION 17 BETWEEN THE WEST
QUARTER CORNER SECTION 17 AND HILLTOP DRIVE,
BEING S00'3 06'57"E, PER RECORD OF SURVEY 147 / 16-17,
OFFICIAL RECORDS OF RIVERSIDE COUNTY.
589053'36"E 2655.18' ( 2655.00'R2 )
N89059'46"E 2656.24' (2656.66' R2)
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 THE
KELLY LAWRENCE, MAY 2619. 1
oa�qjj
NDALL .MAYER, P.L.S. 7924 DATE: 7-31-2019
MAYER SURVEYING INC.
p,L L AA/O
CL
� No. 7024
ATF
��
a� CAI.��
FOUND 1 INCH I.P. WITH .PLASTIC
PLUG "RCE 23099" INSIDE 2 INCH
I.P. PER P.M.B. 204 / 31-32,
CENTER CORNER SECTION 17.
01cl ,OS0033S �3
SHEET 1 OF 1
RECORDER'S STATEMENT:.
FILED THIS�DAY 0F1ieyRwVQ,✓ , 2019, AT I I • At M,
IN BOOK /S3 OF RECORDS OF SURVEY. AT PAGE(S) S14
AT THE REQUEST OF THE COUNTY SURVEYOR.
FEE: NO. 4:20Iq-0500335
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: � ,DEPUTY
COUNTY SURVEYOR'S STATEMENT:.
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE,, WITH SECTION
8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT
THIS 3 DAY OF e�:) rrC , 2019.
IR -
DTkVID L. McMILLAN, COUNTY SURVEYOR
P.L.S. NO. 8488, EXPIRES: DECEMBER 31,2020
SURVEYOR'S NOTES:
1) MONUMENTS WERE SEARCHED FOR AT ALL LOT CORNERS AND POINTS OF
INTERSECTION, FOUND MONUMENTS ARE SHOWN HEREON.
2) MONUMENT WAS HELD AS NORTH - SOUTH DIRECTIONAL CONTROL FOR
THE EASTERLY LINE OF GRAND VIEW SUBDIVISION, MAP BOOK 9, PAGE 2,
PER RECORD OF SURVEY 147 / 16-17.
3) THE RIVERSIDE COUNTY SURVEYOR REFILED THE GRAND VIEW
SUBDIVISION AS MAP BOOK 245, PAGE 36 WITH A NOTE STATING THAT THE
MAP SHOULD BE USED WITH CAUTION DUE TO SEVERAL DISCREPANCIES. 1
FOUND THE EXTERIOR BOUNDARY CLOSED TO 1:13,000. USING THIS
BOUNDARY, I CALCULATED THE. BEARING OF THE 40 FOOT ROAD (HILLTOP
DRIVE) AS N89020' 42"E, WITHIN 12 SECONDS OF RECORD BUT IN THE
WRONG QUADRANT. I BELIEVE THIS IS DUE TO A DRAFTING ERROR ON THE
ORIGINAL MAP. BASED UPON THIS MATHEMATICAL CALCULATIONS FOR THE
SUBDIVISION ARE WITHIN TOLERANCES FOR A 1912 SURVEY.
4) P.E. HICKS STATES THE NORTHWEST AND SOUTHWEST SUBDIVISION
CORNERS ARE AT SECTION CORNERS. HE ALSO STATES THE SUB-
DIVISIONS SOUTH LINE IS ALONG THE SOUTH LINE OF SECTION 17. HE
DOESN'T MAKE THIS STATEMENT FOR THE SUBDIVISIONS EASTERLY LINE
NOR DOES HE STATE THE MONUMENTS SET ON THE EASTERLY LINE
REPRESENT SECTION CORNERS. HE DOES STATE HE SET A PIPE AT A
FENCE CORNER FOR THE SUBDIVISIONS SOUTHEAST CORNER.
THIS FENCE CORNER WAS RECOVERED AND MONUMENTED BY MICHAEL
CALDWELL, P.L.S. 6258. FROM THIS CORNER THE REMAINS OF AN OLD
FENCE LINE RUNNING NORTHERLY TO THE INTERSECTION OF ANOTHER
OLD FENCE POST AT THE END OF AN OLD FENCE RUNNING WESTERLY.
BOTH FENCES ARE CONSTRUCTED OF THE SAME TYPE OF POST AND
BARBED WIRE. THE FENCE RUNNING NORTHERLY CLOSELY FITS THE
LOCATION OF THE EASTERLY LINE OF SAID SUBDIVISION WHEN MEASURED
FROM FOUND MONUMENTS ON THE: WEST LINE OF THE SECTION. BASED
UPON THIS, I ACCEPTED THE. FENCE LINE AS THE LOCATION OF THE
ORIGINAL EAST LINE OF THE GRAND VIEW SUBDIVISION.
_4,
5) ONE INCH IRON PIPES, NO TAGS OR REFERENCE, UP 0.8 FEET, WERE.
FOUND NORTHERLY OF LOTS 4 THRU 7 ALONG THE FENCE VINE. RUNNING
WESTERLY MENTIONED IN NOTE 4. THEY ARE INCORRECTLY SET AT
APPROXIMATELY 325 FOOT INTERVALS. THIS VALUE CAN BE OBTAINED IF
YOU PRORATE 330 FEET (LOT WIDTH) BY 2604.0 FEET (RECORD SUBDIVISION
DISTANCE) MINUS" 40 FEET (ROAD DEED) THEN DIVIDE BY 2604.0 FEET. THE
40 FOOT ROAD SHOULDN'T BE PRORATED ACROSS LOTS 1 THRU 8, IT ONLY
APPLIES TO LOT 1. EXISTING OLD FENCE LINES FOR LOTS 4 THRU 7 LINE UP
WITH THESE PIPES. EXISTING OWNERS DON'T REMEMBER THEM BEING SET.
A ONE INCH IRON PIPE, NO TAG OR REFERENCE WAS ALSO FOUND AT A
FENCE CORNER NEAR THE SOUTHEAST CORNER OF LOT 7.
FOUND 1 INCH I.P. WITH PLASTIC PLUG
"RCE 23099" PER P.M.B. 204 / 31-32,
DOWN 0.4 FEET, HELD AS CONTROL
FOR HILLTOP DRIVE.
FOUND 2 INCH BRASS DISK STAMPED
'73S R1 E 17-20 LS 5733 PER R.S. 84 / 23,
DOWN 2.0 FEET, SOUTHERLY OF OLD
FENCE POST, QUARTER CORNER
SECTIONS 17 & 20
LEGEND:
- FOUND MONUMENT AS NOTED
- SET 1 INCH IRON PIPE WITH
TAG "LS 7024", DOWN 0.3 FEET
-RECORD OR CALCULATED
DATA PER REFERENCE
P.M.B. -PARCEL MAP BOOK
R.S. -RECORD OF SURVEY
I.P. - IRON PIPE
RIV. CO. 19115