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LOT 1 858,940 S.F. BASIS OF BEARING BASIS OF BEARING IS ALONG THE MONUMENT LINE OF EAST QUEEN CREEK ROAD, ALSO BEING THE SECTION LINE AND SOUTH LINE OF THE SOUTH HALF OF SECTION 11, USING A BEARING OF S 89°00'24" W 2647.31' BETWEEN TWO FLUSH BRASS CAPS AT THE SOUTH QUARTER CORNER AND THE SOUTHEAST CORNER RESPECTIVELY, AS RECORDED IN DOCUMENT 2017-0423740 MCR, EXHIBIT 'A'. C.O.C. LOG NO. PLT22-0013 BENCHMARK BM#1 COC BM #42 NGVD29 ELEVATION = 1237.900 SECTION 12, T2S, R5E, 3” CITY OF CHANDLER BRASS CAP IN CONCRETE, FLUSH, 200' NORTH OF INTERSECTION OF QUEEN CREEK RD AND COOPER RD; 23' EAST OF EDGE OF PAVEMENT. (NORTHING, 828514.378, EASTING, 737723.986) EQUATION (CONVERT FROM NGVD 29 TO NAVD 88 = 1.673 NAVD 88 ELEVATION = 1239.57 BM#2 COC BM #40A NGVD 29 ELEVATION = 1222.715 SECTION 10, T2S, R5E, CITY OF CHANDLER BRASS CAP IN HAND HOLE AT THE INTERSECTION OF TUMBLEWEED PARK RD AND PIONEER PARKWAY; 1300' SOUTH OF GERMANN RD AND 700' WEST OF MCQUEEN RD. (NORTHING, 827154.945, EASTING, 727632.268) EQUATION (CONVERT FROM NGVD 29 TO NAVD 88 = 1.696 NAVD 88 ELEVATION = 1224.41 FLOOD INFO. - FIRM DATA ACCORDING TO FEMA FLOOD INSURANCE RATE MAP NO. 04013C2743M DATED NOVEMBER 04,2015, THE SUBJECT PROPERTY IS LOCATED IN ZONE X. ZONE X IS DESCRIBED AS: "AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD."