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P.I. 3 S + 4 9.7 <br />BENCH MARKS <br />N0. I STA. DESCRIPTION ELEV. <br />77 1380+751 SPIKE IN P. POLE 13' RT. 963.61 <br />96 tT �6, ge.\\�p <br />P. T. 4S+27.2 <br />JOHN WAEFLER-VENDOR <br />WERNER WAEFLER-VENDEE <br />NE 1/4 -NE 1/4 SEC. 20 <br />\ 7 <br />\ LO \ <br />+ REMOVE C.P. <br />\ \- <br />36"X 28 IN PL. <br />N 40' <br />P. 1. 15S+86.4 <br />I - 174°57' <br />A - 5°03' <br />z D - 2°00' <br />T- 126.4' <br />L - 252. 5' <br />E - 2. 8' <br />R - 2864. 79' <br />o SE 1/4 - SE 1/4 SEC.17 S.E.-0.027 FT./FT. <br />343 44-3 5 '� I 1 72.3' 62.3' <br />27.3 +50 0 a <br />24.75 I I <br />JUNCTION T <br />381 +OO = FROM SEPTICIC + <br />TANK M <br />3 I <br />REMOVE <br />„py C.P. SEWER DRAIN I <br />Io <br />I- 48"X 35'IN PL. <br />j <br />h � <br />i H. <br />P.I. 35+49.7 SIDNEY NORLAND 1O <br />2 I - 245°33' NW 1/4- NW 1/4 SEC. 21 I I i PE_ <br />A - 65'33' I f <br />n - 37'nn' ... <br />I I 0 <br />a + <br />0' w <br />— W.P. 9 L. <br />10,00 s <br />0 65' <br />0 <br />LH. E. 0 <br />+ 1cri + <br />N 00 y <br />+ <br />CD <br />rn <br />to <br />a' <br />SW 1/4 -SW 1/4 SEC. 16 <br />N <br />P <br />0N R PROJECT SHEET TOTAL <br />Di'ii51NJMBER I BNEETB <br />4 f S 0894 (6) 7 30 <br />5565 - 2 - 71,73,75 <br />r <br />4 <br />4 <br />u�A <br />e <br />r <br />343 44-3 5 '� I 1 72.3' 62.3' <br />27.3 +50 0 a <br />24.75 I I <br />JUNCTION T <br />381 +OO = FROM SEPTICIC + <br />TANK M <br />3 I <br />REMOVE <br />„py C.P. SEWER DRAIN I <br />Io <br />I- 48"X 35'IN PL. <br />j <br />h � <br />i H. <br />P.I. 35+49.7 SIDNEY NORLAND 1O <br />2 I - 245°33' NW 1/4- NW 1/4 SEC. 21 I I i PE_ <br />A - 65'33' I f <br />n - 37'nn' ... <br />I I 0 <br />a + <br />0' w <br />— W.P. 9 L. <br />10,00 s <br />0 65' <br />0 <br />LH. E. 0 <br />+ 1cri + <br />N 00 y <br />+ <br />CD <br />rn <br />to <br />a' <br />SW 1/4 -SW 1/4 SEC. 16 <br />N <br />P <br />0N R PROJECT SHEET TOTAL <br />Di'ii51NJMBER I BNEETB <br />4 f S 0894 (6) 7 30 <br />5565 - 2 - 71,73,75 <br />r <br />4 <br />4 <br />