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SHEET 1 OF 1 SHEET IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF A PORTION OF LOT 4, BLOCK 4 OF THE ALESSANDRO TRACT, AS PER MAP RECORDED
IN BOOK 6, PAGE 13 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY,
STATEMENT OF PURPOSE: CALIFORNIA. AND LYING WITHIN SECTION 8, TOWNSHIP 3 SOUTH, RANGE 4 WEST, S.B.M.
THE PURPOSE OF THIS SURVEY IS TO CONFORM TO THE REQUIREMENTS PBLA SURVEYING, INC. JULY, 2020
OF SECTION 8762 (b)(5) OF THE PROFESSIONAL LAND SURVEYORS ACT,
TO ESTABLISH THE BOUNDARIES OF INSTRUMENT N0. 2018-04161911
OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE
OF ALESSANDRO BLVD. SHOWN ON TRACT MAP N0. 21434-19
FILED IN MAP BOOK 187, PAGES 16 THROUGH 17, IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, STATE OF
CALIFORNIA, NORTH 89'51'02" EAST.
COUNTY S_URVEYOR'S STATEMENT ��o ��p ZZ�!1111111111
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* Exp. 12-31-22
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS
DAY OF U 6 G . 202X.
DAVID McMILLAN, COUNTY SURVEYOR
L.S. 8488
�LCOF CAI.�F��
SURVEYOR'S STATEMENT �o LAND S�
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME
OR UNDER MY DIRECTION IN CONFORMANCE WITH THE c,�`'
REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT ; CARLOS o�
AT THE REQUEST OF 7 -ELEVEN INC., A TEXAS CORPORATION UREMIA
IN JUNE 2020.
Exp. 12/31/23
✓�-- � � S 2 � 2 Z N0. 8234
CARLOS URERA, L. . N0. 8234 DA E OF
CA������\P
RECORD REFERENCES
R 1 TRACT MAP N0. 21434-1, M.B. 187/16-17.
R2 TRACT MAP N0. 27653-1, M.B. 246/35-37.
R3 PARCEL MAP N0. 26320, P.M.B. 173/46-50.
R4 COUNTY OF RIVERSIDE CORNER RECORD N0. 2007-0785.
R5 ALESSANDRO TRACT, M.B. 6/13, S.B. CO.
R6 PER DOCUMENT RECORDED 05/08/87 AS INST. N0. 130362, O.R.
R7 PER CIN OF RIVERSIDE TIE N0. 5721
R8 PER DOCUMENT RECORDED 10/22/2018 AS INST. N0. 2018-0416191 O.R.
R9 PER DOCUMENT RECORDED 06/20/1956 IN BOOK 1930, PAGE 506 O.R.
R10 R.S.B 9616-17.
MONUMENT NOTES
INDICATES FOUND MONUMENT AS NOTED.
1 FD. 1" IRON PIPE W/ PLUG, ILLEGIBLE, & NAIL, FLUSH IN ASPH,
ACCEPTED AS C/L INT. OF ALESSANDRO BLVD. AND MISSION GROVE PKWY.
(NORTH) PER R 1, R3; & R4�
2 FD. 1 " IRON PIPE, OPEN, FLUSH IN ASPH, ACCEPTED AS C/L INT. OF
ALESSANDRO BLVD. AND MISSION GROVE PKWY. (SOUTH) PER R3 & R4.
FD. 1" IRON PIPE, OPEN, FLUSH IN APSH PER R 1, MONUMENT IS ±0.64
3 FT. ELY ALONG THE C/L OF ALESSANDRO BLVD. FROM THE CALC'D
POSITION PER R1 AND R8, MONUMENT HELD FOR A POINT ON THE C/L,
POSITION ESTAB. BY INT., NOTHING SET.
FD. 1" IRON PIPE W/PLASTIC PLUG, ILLEGIBLE, FLUSH IN ASPH, ACCEPTED
AS A POINT ON THE . C/L OF ALESSANDRO BLVD. PER R2.
5 FD. DAMAGED 1 " IRON PIPE, DN. 0.3' IN ASPH PER R 1. MONUMENT IS
0.05 FT. ELY AND 0.08 FT. SLY OF THE MISSION GROVE PKWY. (NORTH)
C/L, POSITION ESTAB. BY INT., NOTHING SET.
6 FD. MAG NAIL & WASHER, "RIVERSIDE CITY SURVEYOR", FLUSH IN ASPH,
NO. REF., HELD & ACCEPTED AS A POINT ON C/L OF MISSION GROVE
PKWY. (NORTH) PER R1.
FD. MAG NAIL & WASHER, "RIVERSIDE CITY SURVEYOR", FLUSH IN ASPH,
NO REF., HELD AND ACCEPTED AS C/L INT. OF MISSION GROVE PKWY.
(NORTH) AND PORT ROYAL WY. PER R7.
FD. 1## IRON PIPE W/PLASTIC PLUG, IS 3018", DN. 0.5', ACCEPTED AS
POINT ON THE NLY LINE OF ALESSANDRO BLVD. PER R1.
FD. 1" IRON PIPE, NO TAG, FILLED W/CONC, DN. 0.5`, HELD PER R 1,
MONUMENT IS ±0.19 FT. NLY ALONG ELY LINE FROM THE MOST SELY COR.
OF R 1, ESTAB. BY INT., NOTHING SET.
10 FD. LEAD TACK AND TAG, "L.S. 3018", FLUSH IN CONC, ON A P/L PROD.
±12.34 FT WLY FROM THE NELY CORNER OF R8, HELD PER R 1.
1t
NOTHING FD., ESTAB. BY INT., SET MONUMENT AS NOTED.
12 NOTHING FD., ESTAB. PER R6., SET MONUMENT AS NOTED.
13 FD, 1" IRON PIPE WITH PLASTIC PLUG, ILLEGIBLE, FLUSH IN ASPH, AS THE
BC C/L OF ALESSANDRO BLVD. PER R2.
0 INDICATES I.S. IRON PIPE W/TACK AND TAG OR LEAD TACK AND TAG
STAMPED ' L 8234", FLUSH.
COUNTY SURVEYOR'S NOTE
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF
RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN
THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF
THE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION
66410 OF TITLE 7 OF THE GOVERNMENT CODE
. THE PARCEL(S) SHOWN ON THIS SURVEY
MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE
BUILDABLE PARCEL(S).
57
DAVID MCMILLAN, COUNTY SURVEYOR DATE
L.S. 8488 Ah
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RECORDER'S STATEMENT
FILED THIS DAY OFCv�Plll"'6""a201`0'4 AT
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P.M. IN BOOK RECORDS OF
SURVEY, AT PAGE SOS , AT THE REQUEST OF
THE COUNTY SURVEYOR.
NO. q 4 1) qq
FEE
PETER ALDANA, COUNTY ASSESSOR, CLERK RECORDER
BY: 0DEPUTY
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N89' 1'02"E 905.01' (905.05' PER R1)
ESTABLISHMENT NOTES
ELY LINE OF W 1/2 LOT 4, BLOCK 4 OF R5, ESTAB. 30 FT. ELY OF C/L MISSION GROVE PKWY A L ESSA NDRO BLVD.
(NORTH). PER Rt. (BASIS OF BEARINGS)
QB CURRENT R/W LINE MISSION GROVE PKWY. (NORTH), ESTAB. PER R6.
O SLY LINE SEC. 8, T.3S. R.4W. S.B.M. PER R1 &SLY LINE OF R5.
Op NLY R/W LINE OF ALESSANDRO BLVD., ESTAB. 40 FT. NLY OF C/L ALESSANDRO BLVD. PER R9.
O WLY LINE OF R8, ESTAB. PARALLEL WITH AND DISTANT 208.71 FT. WLY OF A PER AND R1 AND R8.
Q NLY LINE OF R8, ESTAB. PARALLEL WITH AND DISTANT 248.71 FT. NLY OF C/L LINE OF ALESSANDRO
BLVD. PER R1 AND R8.
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ESTABLISHMENT NOTES
ELY LINE OF W 1/2 LOT 4, BLOCK 4 OF R5, ESTAB. 30 FT. ELY OF C/L MISSION GROVE PKWY A L ESSA NDRO BLVD.
(NORTH). PER Rt. (BASIS OF BEARINGS)
QB CURRENT R/W LINE MISSION GROVE PKWY. (NORTH), ESTAB. PER R6.
O SLY LINE SEC. 8, T.3S. R.4W. S.B.M. PER R1 &SLY LINE OF R5.
Op NLY R/W LINE OF ALESSANDRO BLVD., ESTAB. 40 FT. NLY OF C/L ALESSANDRO BLVD. PER R9.
O WLY LINE OF R8, ESTAB. PARALLEL WITH AND DISTANT 208.71 FT. WLY OF A PER AND R1 AND R8.
Q NLY LINE OF R8, ESTAB. PARALLEL WITH AND DISTANT 248.71 FT. NLY OF C/L LINE OF ALESSANDRO
BLVD. PER R1 AND R8.
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