Loading...
rs161_099PURPOSE OF SURVEY_ THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARY OF DOCUMENT NO. 2021-0550819, RECORDED SEPTEMBER 15, 2021. FD. 1" I.P. NO TAG, DN. 0.9'. ACCEPTED AS S.W. COR. PAR. 1, PER P.M. 18/21. SET TAG L.S. 4343 IN I.P. FD. 2" I.P. TAGGED L.S. 4279, DN. 0.6', NO REFERENCE. ACCEPTED AS S.W. COR. LOT 1, PER M.B. 11 /78-79 & P.M. 18/21. N 43023'00" W 34.19' (34.27) [N 43°23130" W 34.27'1 2 �9 • Z N ,00 E '7 �N IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA m FD. NAIL & TIN "X"-TIES, DN. 0.2', PER P.M. 18/21. NO MON. FOUND. SET 1" I.P. TAG L.S. 4343, FLUSH. 11.`e R/W P.I. FD. 3/4" I.P. TAGGED R.C.E. 862, DN. 0.401 1 NO REFER. ACCEPTED AS N.E. COR. LOT 1, PER M.B. 11 /78- 79. gLHAMBRp Af)j)jTjoN M.13. 11178,79 FD. 3/4" I.P. NO TAG, DN. 0.2', NO REFERENCE. ACCEPTED AS S.E. COR. LOT 1, PER M.B. 11 /78- 79. SET TAG L.S. 4343. RECORD OF SURVEY' A PORTION OF LOT 1 OF ALHAMBRA ADDITION, AS SHOWN BY MAP ON FILE IN BOOK 11 OF MAPS, AT PAGES 78 AND 79, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. PORTIONS IN SECTION 3, T. 3S.9 R. 6W.s & SECTION 34 T. 2S, R. 6W. ACTION SURVEYS, INC. MARCH, 2022 Z � Z w�Da M co FD. 2" I.P. NO TAG, DN. 0.7'. ACCEPTED AS C.L. MON. PER P.M. 18/21, M.B. 11 /78-79 & R S 33/81-90 SET TAG � L.S. 4343 IN I.P. Z Z 00 160 m 00 l 1 I � i 1 1 1 1 1 � 1 1 � 20' FD. 3/4" I.P. TAGGED R.C.E. 862, FLUSH, NO REFERENCE. ACCEPTED AS ANGLE POINT OF LOT 2, PER M.B. 11 /78- 79. OLD ARLINGTON AVENUE Q BEARING DISTANCE O S 80*48'221, W 20.00' 2� N 80-38'24" E 20.00' O3 S 80-2826" W 20.00' �4 N 75-0538" E 5.03' FD. 1-1 /4" I.P. TAGGED R.C.E. 862, DN. 0.5', PER P.M. 18/21 & R.S. 33/81-90. or-jo)yjaP A 093 �o3sbo5o SHEET 1 OF 1 SHEET RECORDER'S STATEMENT Filed this V5'17 day of N 0 V • 2023 at in Book _1— of Records of Survey at Page qat the request of the County Surveyor. Fee ��3=Q���d Peter Aldana Assessor —County Clerk —Recorder BY —------U/Ni Deputy 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 Gloria Alamo in March, 2022. �0 SANDNo. 4343 s\ q 7D O *, Exp. 6-30-2024 PF CA 0 0 SURVEYOR'S NOTES G6briel D. Ybarra L.S. 4343 Exp. 6-30-24 Date Basis of Bearings is taken from the centerline of Western Avenue per P.M. 18/21, being N 09'31'34" W. ® Denotes found monuments as noted. 0 Denotes set 1" I.P. tagged L.S. 4343, flush. �) Denotes record or calculated data per P.M. 18/21, unless otherwise noted. [ ] Denotes record or calculated data per M.B. 11 /78-79. (D1) Denotes record data per Doc. No. 2021-0550819, Rec. 9-15-2021. S.F.N. Denotes searched, found nothing. All I.P. dimensions are inside diameter. The survey shown hereon was performed on March 29, 2022. COUNTY SURVEYOR'S STATEMENT. This map has been examined in accordance with Section 8766 of the Professional Land Surveyors' Act this _Qday of Y Y 2023. SAND S� No. 8488 z * �k "Ow David L. McMillan, County Surveyor L.S. 8488 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 Goverment Code. The Parcel shown on this survey may not have been legally created and therefore may not be a buildable parcel. DETAIL "A" SCALE: 1" = 10' David L. McMillan, County Surveyor L.S. 8488 W.O. 22-30 FD. 1 " I. P. TAGGED L.S. 3259, DN. 1.4% PER P.M. 18/21. SEC 3-3S-6W & 34-2S-6W RIV. CO. 22-118