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cr16_0814NOTICE: Filing this Corner Record does not relieve you offiling a Record of Survey when it is required by the Land Surveyors'Act. CORNER RECORD Document Number City of Perris County of Riverside , California Brief Legal Description: Redlands Ave. centerline mons. at intersections with Harp Knox Blvd.,_N_ance St., Markham St., Peru+ St., and Oleander Ave. and Perris Valley S.D. R/W. T. 4 S., R 3 W SBM. X CORNER TYPE ❑ Government Corner © Control N. © Meander R1 Property E. _ © Rancho CEJ Other Zone D Date of Survey 06-20-2016 Elev. COORDINATES (Optional) Datum Corner - ❑ Leff as found ❑ Found and tagged ❑ Established ❑ Reestablished ❑ Rebuilt Identification and type of corner found: Evidence used to identify or procedure used to establish or reestablish the corner: Sce mapr on reverse side for found monument descriptions. C.L. monuments and ties, nroperty corners and R/W monuments. A description of the physical condition of the monument as found and as set or reset: See map on reverse side for found monument descriptions. Reset 1" Iron Pipe with LS 5529 to flush. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Land Surveyors' Act on 2016. Signcd-M�kCiC:( L.S. or R.C.E. Number 5529 COUNTY SURVEYOR'S STATEMENT This Corner Record was received / — / , 2016, and examined and filed b -� , 2016. Signed 4Title t, ,OyrjL�f County Surveyor's Comment LANA SG \ NO, 5529 r'� tip x� F xp. 11 31 1G Axl S"" A.P.N. 302 -160-024,302-160-025,302-160-028,302-170-014,&..302-1.70-015 Page 1 oft 95,1I3/rorm tJ CORNER TYPE ❑ Government Corner © Control N. © Meander R1 Property E. _ © Rancho CEJ Other Zone D Date of Survey 06-20-2016 Elev. COORDINATES (Optional) Datum Corner - ❑ Leff as found ❑ Found and tagged ❑ Established ❑ Reestablished ❑ Rebuilt Identification and type of corner found: Evidence used to identify or procedure used to establish or reestablish the corner: Sce mapr on reverse side for found monument descriptions. C.L. monuments and ties, nroperty corners and R/W monuments. A description of the physical condition of the monument as found and as set or reset: See map on reverse side for found monument descriptions. Reset 1" Iron Pipe with LS 5529 to flush. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Land Surveyors' Act on 2016. Signcd-M�kCiC:( L.S. or R.C.E. Number 5529 COUNTY SURVEYOR'S STATEMENT This Corner Record was received / — / , 2016, and examined and filed b -� , 2016. Signed 4Title t, ,OyrjL�f County Surveyor's Comment LANA SG \ NO, 5529 r'� tip x� F xp. 11 31 1G Axl S"" A.P.N. 302 -160-024,302-160-025,302-160-028,302-170-014,&..302-1.70-015 Page 1 oft 95,1I3/rorm tJ 1V s NTS DN. 1,2.' PER PM 82/9-10 NOTES: FD. 1" BRASS DISK RCFC&WCD, FLUSH ON BRIDGE DECK, PER PM 234/62-63 1=D, 1-1/4" IP. RCE ® 36943, DN. 1-3' PER RS 74/82. FD. 3/4" IP w/TAG. ORCFC&WCD. DN. 0.70', PER RS 65/54----62, 0.39' S'LY. OF LINE FD. 3/4" IP w/TAG, RCFC&WCD, DN. 0.90', PER RS 65/54-62, 0.10' S'LY OF LINE FD. 1" IP LS 5529, 5 FLUSH, PER PM 234/62-63 FD. LS 5529 TAG IN LEAD, IN CONC. FLUSH, PER PM 236/89-94. FD. LS 5750 TAG IN LEAD, IN CONC. FLUSH, NO REF. O ACCEPTED PER PM 236/89-94. _EGEND INDICATES FOUND 'I" IP, LS 5529, FLUSH PER PM 237/17-19, UNLESS OTHERWISE NOTED INDICATES MON. AS NOTED, DESTROYED DUE TO CONSTRUCTION, SET 1" IP, LS 5529, FLUSH, UNLESS OTHERWISE NOTED ALL BEARINGS AND DISTANCES ARE RECORDED & MEASURED PER PM 237/17-19 N89'30'41 "W 2790,11' (OLEANDER AVE.) ! N89'29'22"W 1321.42' v PERRIS VALLEY STORM DRAIN _5'22"W 21.00' I n� 0 c' In € HARLEY KNOX BLVD. FD. i 2" REBAR. DN. 0.20' PER RS 65/54-62 N89'30'46"W 2790.03' 261.00' o' PARCEL 1 I c° NANCE 5T. N89'18'33"W 54.17' ` N89'30'52"W 2789.96'L..� r` N cca N f7 W N 00 n 't3 w r -o �E o co z 0 w w 6 I MARKT IAM ST. N89'31'04"W 2789.80' I FD. 1" IP w/TAG, RCE 16056, DN. 1.00', IN LIEU OF RCE 12116 PER PM 82/43-49, RIV, CO. REC, FD. 3/4" IP, OPEN, DN. 3.10' ACCEPTED AS C.L. INT. PER MB 10/99 REPLACED WITH RAMSET & TAG LS 5529, FLUSH, IN CONC. 47.00' PARCEL 2 210.00' I Q 0 u I¢ 5 b a rn � rn i r7 LJ LoI Ln r7 0 z 7 N87'47'20"W 4.30' PERRY ST. ..� �....-......._ _....��.— 1056.13' N89'31'26"W 2789.87' 3 N89'50'39"W 1266.13' FD. 1-1 2" IP OPEN DN. FD. 3 4"iP LS 3035 1,0' PER RS G5/54-62 DN. 0.90' LEANING IN LIEU OF RCE 12116 PER FD, 3/4" IP w/WSHR "RCFC&WCD", MB 411/1-7 DN. 0.7' PER RS 65/54-62 Page 2gf2 0 0 i� co V-) N w M O Z: P.M. Al <� �OL �(D 0 �t- z r7 p 0 Ll - 71'