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cr24_2172CORNERRECORD Agency Index CR240567 Document Number 2024-2172 City of COACHELLA County of RIVERSIDE , California Brief Legal Description CENTERLINE TIES - TRACT MAP NO.31508 (MB 396/8-16) - NE 1/4 OF NW1/4 OF SECTION 7, T.6S., R.8E., S.B.M. CORNER TYPE Government Corner❑ Meander ❑ Rancho ❑ Date of Survey V V I\ V L 1 LOCATION Control Property Other 7/8/2024 COORDINATES (Optional) N. E. ❑ Elevation ❑ Units Metric ❑ U.S. Survey Foot ❑ ❑ Horizontal Datum Zone Vertical Datum Epoch Date [:]Complies with Public Resources Code §§8801-8819 [:]Complies with Public Resources Code §§8890-8902 PLS Act Ref: ❑ 8765 (d) X❑ 8771 ❑ 8773 ❑ Other: Corner/ X❑ Left as found ❑ Established ❑ Rebuilt X❑ Pre -Construction Monument: X❑ Found and tagged ❑ Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: X❑ See sheet #2 for description (s): TIE OUT CENTERLINES IN TRACT NO.31508 PRIOR TO PAVEMENT REMOVAL AS PART OF CITY OF COACHELLA STREET IMPROVEMENT PROJECT ST-118. LOCATED AT MALVASIA WAY AND MARCADO CIRCLE, PRE -CONSTRUCTION. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional La ury r ' Ac on JULY 25, 2024 Signed P.L.S. or R.C.E. No COUNTY SURVEYOR'S STATEMENT This Corner Record was received 07/26/24 and examined and filed l Z Signed T Title Deputy County Surveyor County Surveyor's Comment 10/21 /2024 L.S. 8756 P.L.S. &��.lo._ 9472 _ o*t,L D L CO AND s A N7F� G� Fy G m z o N0. 8756 �qrF OF C /NPL LAA/p ONAR�,� o = o -� Cr r O 'M"` No.9472 Exp.9-30-26 Q- ��9TFOF CAO\ (-) �� BPELSG-2016 Page 1 of 2 M zo N N N O N L d z 0 0 SURVEYOR'S NOTES: 40 INDICATES FOUND MONUMENT PER MB 396/8-16 RECORD DATA PER TRACT O FOUND NAIL AND TAG STAMPED IS 5479" NO. 31508 (MB 396/8-16) IN TOP OF CURB. Qo INDICATES SET BRASS TACK WITH TAG STAMPED 139 IS 8756" FLUSH IN LEAD PLUG IN CONCRETE CURB FOR WITNESS TIE TO FOUND MONUMENT. 160 159 138 / �� S O� •—_50•74_ CW I_ — — to CADS • \�\S8 � �j � / � l � 39 gs , _ � / 47•28' 124 " / • \2S 156 \119 , / 125 /ry � �� 157 / ry� • 30 15 0 30 0 155 SCALE: 1"=30' 1581