rs160_029s 6
0
IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 1 OF 1
lu RV RECORDER'S STAqlndTEMENT
K mcoKu 0 bu- Ly FILED THISWe*DAY OF �&AW
2023 AT l$.pM
BEING A SURVEY OF THE SOUTH HALF OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4
OF THE NORTHEAST 1/4 OF SECTION 12, TOWNSHIP 5 SOUTH, RANGE 4 WEST, S.B.M.
IN BOOK ,��� OF RECORDS OF SURVEY AT PAGE
PAVAN SURVEYING, INC. NOVEMBER 2021 AT THE REQUEST OF THE COUNTY SURVEYOR.
NO.
SURVEYOR'S STATEMENT: COUNTY SURVEYOR'S STATEMENT: FEE --% 00
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 PETER ALDANA, ASSESSOR—COUNTY CLERK—RECORDER
UNDER MY DIRECTION /N CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS" ACT THIS DAY
OF THE PROFESSIONAL LAND SURVEYORS' ACT, AT THE REQUEST 13�BY: _ _ , DEPUTY
OF MOHAMMAD H. RAMMAHA IN NOVEMBER 2021. OF _ _ 2023.
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ATANAC/0 PAYAN DAVID L. MCM/LLAN, COUNTY SURVEYOR .r� P.LS. 8488 ,�.
P.L.S. 7796 �. P.L.S. 8488 J, Ilk -
DATE: 1_11-L02.3 `r�' S . 1�g ��� F OF C AL �F O
OF CALF
STATEMENT OF PURPOSE: BASIS OF BEARINGS: REFERENCES:
THIS MAP IS BEING FILED PURSUANT TO SECTION 8762 THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTER LINE OF JIMMY R 1 = TRACT MAP NO. 32666-1, M.B. 420/96-113
(B) (2) (4) (5) OF THE PROFESSIONAL LAND TAYLOR DRIVE, BEING NO' 15'20"W AS SHOWN ON PARCEL MAP NO. 10905 FILED R2 = PARCEL MAP 8637 P.M. 35/18
SURVEYORS' ACT TO SHOW MONUMENTS SET AND IN BOOK 47, PAGE 61 AND ON TRACT NO. 32666-1 FILED IN BOOK 4209 R3 = PARCEL MAP NO. 10905, P.M. 47/61
PROPERTY LINES ESTABLISHED DURING THIS SURVEY. PAGES 96 THROUGH 113 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY. R4 = PARCEL MAP NO. 11803, P.M. 63/11
MONUMENT AND ESTABLISHMENT NOTES: EASEMENT NOTES:
0 = INDICATES FOUND MONUMENT AS DESCRIBED HEREON. EASEMENT FOR RIGHT OF WAY PURPOSES TO SOUTHERN CALIFORNIA EDISON
0 = SET 1" IP WITH N/T "PLS 7796, FLUSH WITH GROUND. 1 COMPANY RECORDED SEPTEMBER 18, 1991 AS INSTRUMENT NO. 1991-323865
1 = MAG N/W "RIV. CO. TRANS" PER CR 17-0007, FLUSH WITH PAVEMENT, ACCEPTED AS N 1/4 COR. SEC. 12 OF OFFICIAL RECORDS.
2 = 1 I.P. WITHOUT TAG PER R 1, ACCEPTED AS NE 1/16 COR. SEC. 12, DOWN 1.11 IN PAVEMENT
3 = 1 1/2" I.P. WITH N/T "LS 2260" PER R2, DOWN 0.3' IN GROUND
4 = 1 " I.P. WITH PLASTIC PLUG "LS 3962" PER R3, DOWN 0.4' IN GROUND
5 = 1 " I.P. WITH N/T "LS 3698" PER R2, DOWN 0.2' IN GROUND
6 = 1" ss I.P. WITH N/T RCE 13234" " ss IN LIEU OF 1 I.P. WITH N/T LS 3698"
PER R2, DOWN 0.4s IN GROUND
7 = 1 " I.P. WITH PLASTIC PLUG "LS 6095" IN LIEU OF 1 " I.P. WITH N/T "LS 3698" PER R2, FLUSH WITH GROUND
8 = 1 " I.P. WITHOUT TAG IN LIEU OF 1 " I.P. WITH N/T "LS 3698" PER R2, FLUSH WITH GROUND
9 = 1 " I.P. WITH PLASTIC PLUG "ILLEGIBLE NUMBERS" PER R2 ACCEPTED AS CENTER SEC. 12, UP 0.5'
10 = 1 " I.P. WITH PLASTIC PLUG "LS 3962" PER R4, FLUSH WITH GROUND
11 = 1 1/2" I.P. WITH N/T "LS 3365" PER R 1, R3, AND R4, ACCEPTED AS THE SE
COR. OF THE SW 1/4 OF THE NE 1/4 OF SEC 12, FLUSH WITH GROUND
12 = 1" I.P. WITHOUT TAG PER R2, N55'02'00"W 0.68' FROM ESTABLISHED POINT, DOWN 0.2' IN GROUND
13 = 1 " I.P. WITH PLASTIC PLUG "RCE 31574" PER R1 ACCEPTED AS THE E 1/4 COR. SEC 12, FLUH WITH GROUND
A = SEARCHED FOR MONUMENT, NOTHING FOUND, ESTABLISHED BY BEARING—BEARING INTERSECTION PER R1
B = ESTABLISHED BY PRORATION
C = ESTABLISHED BY BEARING—BEARING INTERSECTION PER R2
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RIV. CO. 21-277