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rs158_077SURVEYOR'S NOTES 1. 2. 3. 4. 5. 6. 7. BEARINGS HEREON ARE BASED ON EASTERLY LINE OF L 0 T 12, PER M.B. 30180-81 BEING N 00 °55'00" E. () INDICATES RECORD DATA PER M.B. 30180-81 ] INDICATES RECORD DATA PER C.R. 22-0049. 80 0 90K� IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. RECORD OF S URVb, I Y BEING A SURVEY OF A PORTION OF LOT 12 OF PIEDMONT HILLS AS SHOWN BY MAP ON FILE IN BOOK 30, PAGES 80 AND 81 OF MAPS, RECORDS OF RIVERSIDE COUNTY LYING WITHIN SEC i, TOWNSHIP 3 SOUTH, RANGE 5 WEST S.B.M., CALIFORNIA. INLAND VALLEY SURVEYING, INC. APRIL, 2022 INDICATES RECORD DATA PER M.B. 141/12-14 INDICATES FOUND 1 1" 1. P.W TAG "R. C.E. 9890" FLUSH IN LIEU OF � " 1. P. WTAG "R. E.' INDICA TES RECORD GRANT DEED RECORDED 862" PER M.B. J0180-81. 10/15/20, INST. N0. 2020-0495409 O.R A CCEP TED A S CENTERLINE OF INDICATES SET 1"' 1. P., FLUSH, WITH PLASTIC PIEDMONT DRIVE, PER M.B. „3o/So- 81. PLUG STAMPED L.S. 850,9$". INDICATES FOUND 1 I.P., W/TAG R. C.E. 9890"" FLUSH. PER C.R. 22-0049. UNLESS OTHERWISE N O TED. �-' � s� INDICATES FOUND J14 " I.P., UP 0.251 W TAGS " R.E. 862ii, PER C.R. 22-0049. INDICA TES FOUND 1 LP. W/PLASTIC PLUG STAMPED "L S 8509" FLUSH PER C R 22- 0049 50 25 0 50 100 150 SCALE: 1"=50' �. v. vvvv �v v . / LI \ V./ \. GL VVT.J. - ✓ N65 28f '**E f 11 EJR INDICATES FOUND 6" CONC. PIPE, DOWN I- o 1.00" PER C.R. 22- 0049. , ��'� � MOST NORTHERLY � �' CORNER LOT 12 Q I INDICA TES FOUND 1 " I. P. W/TA G "R. C. E. 9890'; FLUSH, IN LIEU OF 1 " I. P. W/TA G "R. E. 862" PER M.B. J0180-81. A CCEP TED AS CENTERLINE E. C. OF PIEDMONT DRIVE, PER M.B. J0180-81. INDICATES FOUND 1" I.P. W/TAG "R. C.E. 9890'; FLUSH, IN LIEU OF I"' I.P. W/TAG "R. E. 862'; PER M.B. J0180-81. A CCEP TED AS CENTERLINE B. C. OF PIEDMONT DRIVE, PER M.B. 30/80-81. I INDICATES FOUND 1"' I.P. W/TAG "R. C.E. 9890'; FL USH, IN LIEU OF 1 " I. P. W/TA G "R. E. 862'; PER M.B. J0180-81. A CCEP TED AS CENTERLINE E. C. OF PIEDMONT DRIVE, PER M.B. J0180-81. GRANT DEED �.I W RECD. 02/26/04 °p > \ >> INST. N0. 2004-0133375 O.R. of co - 2 LOT 13 PIEDMONT HILLS rn \o �, M.B. 30/80-87 0l 0 0� co 4,7 N 4 5 °04'51 "E JR 25 CN �I LO O TABLE BEARING LENGTH L1 NO. DEL TA RADIUS LENGTH �6' J A=12 °58'56 " �sJJ 77.04' ©=13°09'05") (310.0 0 P) (71.15 "CA L C )D s ted, A= 36 °46'35" 150. DO' 96.28' d=36 °45'55") (150. 00 96.41 ' C3 6= GRANT DEED (ca rn 112.33' RECD. 02/26/04 W INST. NO. 2004-0133375 O.R.0 o C4 A= o � PORTION LOT 12 d=04°25'45") PIEDMONT HILLS ° o `T uj M.B. 30/80-81 o m 365.00' 82.70' d=13°09'05"(365.00') GRANT DEED C6 ©=22 REC., 10 15 2020 640.00' 252.25' INST 2020-0495409 (16=22039)30.') w C 7 6= o O w� w Op 289.77' d=27°05'15" N45 11 16 E Lr) 290.75' C8 o � °06'02" 175.00' . o z N78°02'02"W(R) N,��04,"Si 04 (N>> 5 1 6 0Q , 61-714/ 94 02) LOT 11 PIEDMON T HILLS M.B. J0180-81 C.R. 22-0049. m n T/ • GROUND SURVEY WORK WAS CONDUCTED ON MARCH 30, 2022. ARC TABLE BEARING LENGTH L1 NO. DEL TA RADIUS LENGTH Cl A=12 °58'56 " 340.00 77.04' ©=13°09'05") (310.0 0 P) (71.15 "CA L C )D C2 A= 36 °46'35" 150. DO' 96.28' d=36 °45'55") (150. 00 96.41 ' C3 6= 36 °46'35" 175.00' 112.33' ,6=,3,6045'55)-') (112.28 "CA L C "D) C4 A= 04 °24'49" 640.00' 49.30' d=04°25'45") (640. 00'#)' C5 A=12 °5856 " 365.00' 82.70' d=13°09'05"(365.00') (79.89 P C6 ©=22 °34'57" 640.00' 252.25' (16=22039)30.') (253.1O'CALC'D) C 7 6= 26 °59'46 " 615.00' 289.77' d=27°05'15" 615.00 290.75' C8 A=19 °06'02" 175.00' 58.34' <6=19 °05'35 "> <175. 00'> <58.31'> C9 A=17°40'33" 175.00' 53.99' 11=17°43'15"(175.001)1 LINE TABLE NO. BEARING LENGTH L1 N 65°10'16" W 68.82' SCALE: 1"= 50' o�o2a-03YqcioL{ SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS qA DAY OF far 20_�, AT 1:06 ---AM. IN BOOK /S RECORDS SURVEY, AT PAGE 72 AT THE REQUEST OF THE COUNTY SURVEYOR. FEE � g� N0. C�a -03w ?0� PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY-5��-CAG7 r�I ��' Y DEPUTY. PURPOSE OF SURVEY: PURSUANT TO THE 2021 PROFESSIONAL LAND SURVEYORS" ACT SECTION 8762 (b) (4) AND (5), THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND DOCUMENT THE LINES OF THE PROPERTY DESCRIBED /N GRANT DEED, RECORDED 70/75/2020, AS DOCUMENT No. 2020-0495409 OF OFFICIAL RECORDS OF THE COUNTY OF Rll/ERSIDE. SURVEYOR'S S TA TEMEN T THIS MAP CORRECTLY REPRESENTS A SUR t/EY MADE BY ME OR UNDER MY DIRECTION /N CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT, AT THE REQUEST OF JUAN SERRANO &MARTHA NAZARIO, IN MARCH, 2022. DATED: ZZ FANO V 14 �� o0 MIGUEL A. 1/ILLASENOR P.L.S. 8509 L.S. 8509 EXP. 12131122 ,t � 9TF OF CAI�F�F� COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT, THIS- c177_ DAY OF IwY 20AR C n' P.L.S. 8488 � DAVID L. MCMILLAN, COUNTY SURVEYOR %F L. S. 8488 EXP. 12131122 s�. OF - COUNTY SURVEYOR'S NOTE THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF THIS RECORD OF SUR 1/EY THAT THE LAND SHOWN /N THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 6641 OF TITLE 7 OF THE GOVERNMENT CODE AND RIVERSIDE- COUNTY ORDINANCE 460. THE PARCEL SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE A BUILDABLE PARCEL. DAVID L. MCMILLAN, COUNTY SURVEYOR L. S. 8488 LAND v � O P.L.S. 8488 � RIV. CO. 22-067 SLC. 11 T. 35., R. 5W. IVS JOB N0. 22-053