HomeMy WebLinkAboutMidland Meadows_Site_Plan_2023-10-122411 2411241124112411
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242224222422242224222423242324232423 24232423242324232425242524252425242524252426242624262426242624272427242724282428TRTRTRTRTRTRWW"PLS 627"No Cap"PLS 3627"No CapNo CapNo Cap"PLS 955""PLS 944"No CapNo CapIllegibleHorse Tie UpHorse Tie UpWood WallWood WallRampIRRBX#1TBM#1TBM#2Pipe1Pipe2Pipe3Pipe4Pipe5Pipe6Pipe7Pipe8Pipe9Pipe10Pipe11HG1HG2HG3Pipe12Pipe13HG4HG5HG6Pipe14Pipe15Pipe16Pipe17Pipe18ReedsS 89°23'24" E 1324.85'S 89°18'59" E 1325.42'N 0°42'50" E 1315.10'
N 00°40'35" E 1316.83'N 89°18'33" W 302.17'N 84°42'33" W 1219.87'N 80°18'33" W 452.86'S 09°58'27"
W
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S 00°46'27" W 706.21'N 18°47'16" W 482.15'S 89°21'42" E 1324.19'N 64°10'33" W 335.84'S 00°45'23" W 1314.13'S 89°19'06" E 1325.45'N 00°43'48" E 1315.78'
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"PLS 627""PLS 8960"S 89°26'35" E 1323.47'No CapS 89°26'40" E 1323.47'"PLS 3627"Scale: 1" = 120'0601202401) All contours were derived from an NGS solutionand using GPS observations and are on NAVD 88Datum.2) Project Temporary Benchmark Elevation wereestablished by GPS observations. - TBM #1 = Set Chiseled Square on the East endof the concrete headwall. Located on the NorthTop of Bank of Five Mile Drain, 44' East of theCenterline of the Railroad at the SouthwestCorner of the site. EL = 2418.42' - TBM #2 = Set Chiseled X on the Northeast cornerof the concrete ditch angle. Located ± 15' Westof the West edge of pavement of Midland BLVDat the Southeast corner of the site. EL = 2422.91'PROJECT DATUMBASIS OF BEARINGS
LINCOLN RD.MIDLAND BLVD.LOWER FIVEMILE DRAINRAILROADCP&F Inst. No. 2021017132Sec. 16CN1/4 Cor. Sec. 20CN1/16 Cor.Sec. 20C1/4 Cor. Sec. 20CP&F Inst. No. 1993007468N1/4 Cor. Sec. 20Sec. 21Sec. 20Sec. 17CP&F Inst. No. 1994022238NE 1/16 Cor. Sec. 20CP&F Inst. No. 199803296N 1/4 Cor. Sec. 20LOCATED IN THE N1/2 OF SECTION 20,T. 4 N., R. 2 W., B.M., CANYON COUNTY, IDAHOTOPOGRAPHIC SURVEYBoundary lineEdge of pavementFound brass cap monumentWell casingDeciduous treeSpigotOverhead utility linesProperty lineSignEdge of gravelMail BoxEasement LineSection lineGuy anchorTop of bank canalTelephone lineIrrigation lineLEGENDFence line barbed wireConcreteTRWCalculated pointFound aluminum cap monumentFound 5/8 inch dia. iron pinFound 1/2 inch dia. iron pinFound 1 inch dia iron pipeSet Temporary Bench Mark Utility service poleUtility power poleTelephone riserMinor Contour line24162420Major Contour line1) This Topography was requested establish a boundary and the features ofthe referenced parcels of land. All found monuments are referenced andaccepted, as shown hereon.2) This drawing does not necessarily show all of the physical features of theproperty. Compass Land Surveying P.L.L.C. assumes no liability for presentor future compliance or noncompliance with governing jurisdictionsrestrictions as it pertains to building permits, vehicle access permits or septicpermits.3) Due to fenceline overlaps as shown hereon, there may be possibleownership claims with regard to the subject property. Adjoining owner(s) hasnot been contacted by Compass Land Surveying regarding possible titleissues.4) This boundary was retraced using record data and found Monumentation.No Title Report was provided for the subject property.SIGNIFICANT OBSERVATIONSHG#1: EL = 2420.08'HG#2: EL = 2419.83'HG#3: EL = 2419.98'HG#4: EL = 2415.75 WOODHG#5: EL = 2415.71 WOODHG#6: EL= 2418.67'HEADGATE NOTES:IRRBX#1: Pipe Directions = Unknown, Rim El = 2422.84', Inv El = Unknown.IRRIGATION NOTES:PIPE#1: 20" CMP TOP EL = 2416.87'PIPE#2: 20" CMP TOP EL = 2417.57'PIPE#3: 16" CMP TOP EL = 2417.40PIPE#4: 12" INV EL = 2418.81'PIPE#5: 12" INV EL = 2418.85'PIPE#6: 12" CONC TOP EL = 2420.87'PIPE#7: 12" CONC EL = 2420.56'PIPE#8: 12" CONC TOP EL = 2421.58'PIPE#9: 12" CONC TOP EL = 2421.45'PIPE#10: 24" SIPHON TOP EL = 2421.23'PIPE#11: 24" SIPHON TOP EL = 2421.18'PIPE#12: 18" RCP EL = 2415.86'PIPE#13: 18" RCP TOP EL = 2415.26'PIPE#14: 12" CMP TOP EL = 2413.06'PIPE#15: 12" CMP TOP EL = 2412.45'PIPE#16: 24" CMP TOP EL = 2408.80'PIPE#17: 24" CMP TOP EL = 2409.22'PIPE#18: 16" TOP EL = 2417.26'PIPE NOTES:SITE PLAN -SHEET 1 OF 2
N 89°18'33" W 302.17'N 84°42'33" W 1219.87'S 09°58'27"
W
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S 00°46'27" W 706.21'N 18°47'16" W 482.15'S 89°21'42" E 1324.19'N 64°10'33" W 335.84'S 00°45'23" W 1314.13'S 89°19'06" E 1325.45'N 00°43'48" E 1315.78'
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IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
Call before you dig.
Know what's below .
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·CopyrightTHE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.20235SITE PLANSITE PLAN 2 OF 2