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cr22_0278CORNER RECORD Agency Index LK 210 q13 Document Number - 027? City of TEMECULA County of RIVERSIDE , California Brief Legal Description ENTERPRISE CIRCLE NORTH & ENTERPRISE CIRCLE SOUTH; 156'± SWTY OF SAID INTERSECTION T.7S. R.3W. SEC. 35 S.B.M. CORNER TYPE ■ I ❑ Government Corner Control — — ❑ Meander ❑ Property I ❑ Rancho ❑ Other Date of Survey 3/2/2021 & 6/7/2021 PLS Act Ref.: ❑ 8765(d) N. Elevation Units COORDINATES (Optional) E. ❑ Metric ❑ U.S. Survey Foot Horizontal Datum Zone Epoch Date Vertical Datum []Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 ■ 8771 ❑ 8773 ❑ Other: Corner/ Left as found ❑ Established ❑ Rebuilt Pre -Construction Monument: ❑ Found and tagged N Reestablished Referenced Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: E See sheet #2 for description (s): ARecordwas VEYOR'S STATEMENT This Cornared by me or under my direction in conformance with the Profesrs'Act on 8/5/2021 Signed P.L.S.,.�€- No. 5411 COUNTY SURVEYOR'S STATEMENT Thisner Record was received 08/30/2021 and examine,�iled___10/27/22 SignedP.L.S. or". E. No. 8488 Title RIVERSIDE COUNTY SURVEYOR County Surveyor's Comment BPELSG-2016 Page 1 of 2 �10Np,L LA/Voi cc� �\QL. Mc2jfpO Q_ No. 8488 * Ex .12-31 -22 Document Number ,).0a9L - 01-7 g Agencylndex REFERENCE AND LEGEND R1 = RECORD DATA PER TIE BOOK 85/13 R2 = RECORD DATA PER PARCEL MAP NO. 19582-2, P.M.B. 147/3-6 43.86_ 48.28' 4 0 TR 1— c, 48.44' Irl, CR210931 N.T.S. MONUMENT NOTES ■ FD 1" IRON PIPE, FLUSH, POSSIBLE POSITION OF 1 1/4" IRON PIPE TAGGED IS 3163" PER R2, BEFORE PAVEMENT REHAB. CONSTRUCTION. AFOREMENTIONED 1" IRON PIPE DESTROYED DURING PAVEMENT REHAB. CONSTRUCTION, SET GEAR SPIKE & WASHER STAMPED IS 5411" PER TIES HEREON, FLUSH, AFTER PAVEMENT REHAB, CONSTRUCTION. FD SPIKE & BRASS WASHER STAMPED "USCE - LA DIST - 2001 MDR -26" FLUSH, NO REFERENCE, UNABLE TO VERIFY POSITION, BEFORE PAVEMENT REHAB. CONSTRUCTION. AFOREMENTIONED SPIKE & BRASS WASHER DESTROYED DURING PAVEMENT REHAB. CONSTRUCTION, SET GEAR SPIKE & WASHER STAMPED "LS 5411" PER TIES HEREON, FLUSH, AFTER PAVEMENT REHAB. CONSTRUCTION. FD RAMSET NAIL & TAG IS 3777" IN TOP OF CURB PER R1, BEFORE & AFTER PAVEMENT REHAB. CONSTRUCTION. O SET LEAD, TACK & TAG IS 5411" IN TOP OF CURB BEFORE PAVEMENT REHAB. CONSTRUCTION & FD UNDISTURBED AFTER PAVEMENT REHAB. CONSTRUCTION. THE PURPOSE OF THIS RECORD IS TO DOCUMENT THE PERPETUATION OF FOUND MONUMENT(S) PURSUANT TO THE PLS ACT SECTION 8771. NO CLAIM IS WOE REGARDING THE CORRECTNESS OF THE POSITION(S) OF SAID MONUMENT(S), NOR THE DIMENSIONAL RELATIONSHIP TO STREET CENTERLINES OR PROPERTY BOUNDARIES. 21—ALL-302 BPELSG-2016 Page 2 of 2