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CHERRY MERIDIAN SURVEYLEGEND26012600PROPERTY BOUNDARY LINEEXISTING DEED OR LOT LINECENTERLINESECTIONAL LINEEASEMENTEXISTING EDGE OF CONCRETEEXISTING EDGE OF PAVEMENTEXISTING SEWER LINEEXISTING OVERHEAD POWEREXISTING TOP OF BANKEXISTING FLOW LINEEXISTING TOE OF SLOPEEXISTING CHAIN LINK FENCEEXISTING WIRE FENCEEXISTING 1' CONTOUREXISTING 5' CONTOUREXISTING DRAINAGE PIPEEXISTING SEWER MANHOLEEXISTING CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING WATER VALVEEXISTING IRRIGATION BOXEXISTING UTILITY POLEEXISTING POLE ANCHOREXISTING ELECTRICAL BOXFOUND 5/8" REBAR AS NOTEDFOUND 1/2" REBAR AS NOTEDEXISTING DECIDUOUS TREEEXISTING LIGHT POLEEXISTING STORM MANHOLEEXISTING TREE STUMPEXISTING VINYL FENCEEXISTING TELEPHONE JUNCTION BOXEXISTING STORM LINECEDDCURVEARC LENGTHRADIUSDELTA ANGLECHORD BEARINGCHORD LENGTHC143.31'34.00'72°59'00"N 42°31'09" W40.44'C1PP/TRANSFORMERCALCULATED POINTDFND 5 / 8 " R E B A R W / C A P P L S 9 8 4 FND S 0 7 ° 3 3 ' 2 5 " E , 0 . 6 1 ' F ROM CO RN E R P L S 4 4 3 1 FND 5 / 8 " R E B A R W / C A P I L L EG I B L E FND 5 / 8 " R E B A R W / C A P P L S 7 8 7 6 FND 1/2" REBAR BENT T BM = 2 5 9 3 . 7 2 T BM = 2 5 9 5 . 2 2 T BM = 2 5 9 4 . 1 8 208.32'S 53°03'21" E791.30'N 0°14'50" W209.12'S 88°01'10" W427.82'N 37°38'11" E239.11'CURVE TABLE50.01'S 88°02'36" W91.10'S 65°29'40" E216.57'S 88°16'41" W424.89'66.31'N 16°15'24" E N 0°42'48" E49.01'FIVE MILE DRAINE CARMEL DR30'30'SMH RIM = 2593.00I.E. 24" NE (OUT)= 2578.40I.E. 24" S = 2578.33SMH RIM = 2595.18I.E. 24" N (OUT) = 2578.78I.E. 24" S = 2578.92SDMH RIM = 2595.58SUMP = 2586.35SDMH RIM = 2592.11I.E. 18" NE = 2587.41I.E. 18" CONC = 2583.77I.E. 60" CONC = 2585.17FEMA FLOOD ZONE XZONE AEFEMA FLOOD WAYAREA OF MINIMAL FLOOD HAZARDPARCEL3.543 ACRES±FEMA FLOOD ZONE XAREA OF MINIMAL FLOOD HAZARD50' IRRIGATION EASEMENT15' IRRIGATION EASEMENT 1 / 2 " R E B A R W / C A P JEFF LIKES 1119 STATE ST. STE 120 EAGLE, IDAHO 83616 (208) 941-7261 REVISIONSOWNER/DEVELOPER:No.DATEBY DESCRIPTION FAX (208) 398-8105 2030 S. WASHINGTON AVE. EMMETT, ID 83617 (208) 398-8104 WWW.SAWTOOTHLS.COM TITLE: DESIGNED BY:DRAWN BY:CHECKED BY: 1 OF 1 TOPOGRAPHIC SURVEY FOR ALC ARCHITECTURELOCATED IN LOT 7 OF THE SW 1/4 OF SECTION 6, T. 3 N., R. 1 E., B.M.,CITY OF MERIDIAN, ADA COUNTY, IDAHO2019TOPOGRAPHIC SURVEY CITY OF MERIDIAN, ADA COUNTY, IDAHO 05/03/19 DATE: SHEET: 19106-T DRAWING # 19106 PROJECT # AWTOOTSHLand Surveying, LLC CPNRBNRB ALC ARCHITECTURE THIS PARCEL LIES WITHIN ZONE X:PER MAP NO. 16001C0232H, EFFECTIVE DATE 2/19/2003.ZONE X: AREA OF MINIMAL FLOOD HAZARD.FEMA NOTE1. VERTICAL DATUM IS BASED ON GPS STATIC SURVEY ANDAN OPUS SOLUTION TO ESTABLISH NAVD 88 ELEVATIONS.NOTES:2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELDSURVEY INFORMATION AND UTILITY COMPANY MAPS. THE SURVEYOR MAKESNO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THESURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUNDUTILITIES ARE SHOWN IN THE EXACT LOCATION INDICATED ALTHOUGH HEDOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROMINFORMATION AVAILABLE.DISCLAIMER:SEWER PIPE DIAMETERS ARE FROM BEST FIELD OBSERVATION AND ARE NOTMEANT FOR DESIGN PURPOSES. SAWTOOTH LAND SURVEYING ASSUMES NOLIABILITY FOR NON VERIFIED SEWER PIPE DIAMETERS BEFORE ANY DESIGNWORK.