Loading...
cr20_0513Agencyin CORNER RECORD Document umber 2020005/3 City of TEMECULA County of RIVERSIDE , California Brief Legal Description VIA NORTE• 172'± SE'LY OF KAHWEA ROAD SEC. 29, T. 7 S., R. 2 W. CORNER TYPE COORDINATES (optional) N. E. Government Corner[:] Control Meander ❑ Property Rancho ❑ Other . Elevation U it 1:1 ns Motrir, n Horizontal Datum U.S. Survey Foot 0 ❑ Zone Epoch Date Date of Survey 6/19/19 & 8/20/19 Vertical Datum Narrative of corner identified and monument as found, set, reset, replaced, or removed: 0 See sheet #2 for description (s): SURVEYOR'S STATEMENT This Corner Record was repared by me or under my direction in conformance with the Profes ' a d rveyors' Act on 9/20/19 Sign P.L.S.-R.GNo. 5411 COUNTY SURVEYOR'S STATEMENT This Corner Record was received / 10 Imo Z 52 ® - and examined and filed 10 L 1 9/ C) 0 Signed ... P.L.S. or . No. Title County Surveyor's Comment BPELSG-2016 Page 1 of 2 —' No. 5411 Exp. 9/30/20 l / No. 8488 Exp. 12••31-20 [I Complies with Public Resources Code §§8801-8819 E] Complies with Public Resources Code §§8890-8902 PLS Act Ref: ❑ 8765(d) 8771 El 8773 El Other: Corner/ ❑ Left as found ❑ Established ❑ Rebuilt Pre -Construction Monument: ❑ Found and tagged Reestablished ❑ Referenced Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: 0 See sheet #2 for description (s): SURVEYOR'S STATEMENT This Corner Record was repared by me or under my direction in conformance with the Profes ' a d rveyors' Act on 9/20/19 Sign P.L.S.-R.GNo. 5411 COUNTY SURVEYOR'S STATEMENT This Corner Record was received / 10 Imo Z 52 ® - and examined and filed 10 L 1 9/ C) 0 Signed ... P.L.S. or . No. Title County Surveyor's Comment BPELSG-2016 Page 1 of 2 —' No. 5411 Exp. 9/30/20 l / No. 8488 Exp. 12••31-20 Document Number W 7-0 - 0515 Aaencv Index ( 9 C-' REFERENCES R-1 = COUNTY OF RIVERSIDE TRACT NO. 21820, M.B. 219/46-53 ( ) = RECORD DISTANCE PER R-1 E.C. = END OF CURVE MONUMENT NOTES I N.T.S. FD 1" IRON PIPE WITH BRASS CAP STAMPED IS 5755" DOWN 0.1', NO REFERENCE, UNABLE TO VERIFY CENTERLINE POSITION HEREON, BEFORE CONSTRUCTION. FD NOTHING AFTER CONSTRUCTION, SET GEAR SPIKE & WASHER STAMPED IS 5411" FLUSH PER TIES HEREON. . O SET MAG NAIL & WASHER IS 5411 " IN AC BERM. THE PURPOSE OF THIS RECORD IS TO DOCUMENT THE PERPETUATION OF FOUND MONUMENT(S) PURSUANT TO THE PLS ACT SECTION 8771. NO CLAIM IS MADE REGARDING THE CORRECTNESS OF THE POSITION(S) OF SAID MONUMENT(S), NOR THE DIMENSIONAL RELATIONSHIP TO STREET CENTERLINES OR PROPERTY BOUNDARIES. 19-HAR-877 BPELSG-2016 Page 2 of 2