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RVNrM KAARKC <br />p FP. _ <br />PDT. 78+05.2 PC. 79 +88.3 <br />STA. <br />DESCRIPTION <br />ELEV. <br />0 <br />77 +28 <br />SPIKE IN 24" OAK 0'RT <br />954. al <br />1 <br />62 +56 <br />SP IKE IN 20" OAK 50'RTI <br />951.08 <br />+88 <br />I +CHIP ED ON WHEEL GUARD -'I T <br />946.74 <br />13 <br />5 "D " +70 <br />SPIKE 30" OAK ZVLT <br />947.77 <br />p FP. _ <br />PDT. 78+05.2 PC. 79 +88.3 <br />e FP <br />_ m OD +00 PI, 95 +74.5• <br />I Ia 4D +00 <br />ROLLAN A. ENDRES <br />O SI /2 -SEI /4 -NWI /4 SEC-35 <br />B -78_3 ad 0" 60' <br />B.M. 12 Im; +957 <br />�r 45' 1Q° �ICCG R9E11m 1 ' - <br />d \ <br />4 NI °I81W(MAG) <br />-11.2 ail 30 _ <br />a <br />RD. _ - 6t/ fin. m Y!1 I <br />m <br />REMOVE COM <br />4'X10' IN PL, <br />I <br />JOSEPH C. SCHROEDER <br />N 1 /2 -SE 1/4 SEC. 35 <br />REMAIN IN PLACE - _ <br />AT. <br />B ND R l P <br />E4 X Ia G <br />960 <br />F% - <br />P BANDS EV 0_ <br />__ _ <br />-- 9D <br />zoo Y. �D �D -39 <br />--860 <br />r <br />_ '— 13 °n <br />- 450_— <br />— I <br />940 X76 _ __. - X114 Ri RT 16,%_� LT <br />- <br />__ �=BRID <br />.2 E£N0, -TD - <br />RE- <br />Si- E i �A N IN <br />2 6- ROADWAY. <br />- <br />30 a m <br />a <br />ti - -N -'N O -- m =_ O <br />76 7 8 9 80 1 2 3 A 85 - 6 -_7- 8- N 9 90 - - -1 -2 -- 3 4- - <br />+ <br />- _.- <br />^FR <br />5111814) 1/ <br />8D +DD <br />DALE C.'MYERS <br />EI /2 -NWI /4 SEC. 35 <br />b <br />b m <br />¢ }/ REMOVE 4' X 11' <br />¢/ CONC. WATER TANK <br />4 <br />S6''- - <br />B M. 13 -1 REMOVE C.P. t <br />_ + 2 -36 "X34, IN PL. <br />E A � I9I <br />STA. 4D+66.7 <br />Q. I- 10'SPAN X 50'6.P.P.A. 10 GAGE JOSEPH C. SCHROEDER <br />MORTAR RUBBLE MASONRY .' <br />ENDWALLS REO'D. WI /2 -NE V45E C.35 <br />'I I <br />1 8D +00 <br />I <br />w <br />'4RDWRLtStREO D <br />� - T <br />A6% -- <br />Q==-60-- - 7D BD -_-- - , <br />X28 °b - "�` - _— _ 1 4�°�� klT � _ /��E•L� <br />>_ T -. -- <br />I - — 1A, t93ft-90 5 <br />1- 72"X74 3rX7S! =C MP.A -.P. <br />6 _7 8 9 _ 1001__2 3 4_105, 6, 7 <br />EP FB <br />p <br />_ _ <br />s <br />y0 <br />PI. 81+30.9 <br />RTC. 62 +73.3 <br />z <br />N <br />OD +00 <br />m <br />NI <br />- STA. 3 D 66.8 <br />B.M. I <br />} <br />m <br />I- 24"X 38' C.P. TO REMAIN IN PLACE <br />0 <br />O <br />AMEL C. <br />ERFURTH <br />EXTEND I- 24"X191 C.P. <br />}I <br />w000s <br />m <br />- <br />LT. <br />EXTEND LT I -24 "X I2'C. P. <br />� <br />+� F <br />EI /2 -SWI /4 SEC. 35 <br />2BANDS RF ;p.� <br />H. <br />L <br />f <br />�\\ -. 9 m� <br />al <br />e FP <br />_ m OD +00 PI, 95 +74.5• <br />I Ia 4D +00 <br />ROLLAN A. ENDRES <br />O SI /2 -SEI /4 -NWI /4 SEC-35 <br />B -78_3 ad 0" 60' <br />B.M. 12 Im; +957 <br />�r 45' 1Q° �ICCG R9E11m 1 ' - <br />d \ <br />4 NI °I81W(MAG) <br />-11.2 ail 30 _ <br />a <br />RD. _ - 6t/ fin. m Y!1 I <br />m <br />REMOVE COM <br />4'X10' IN PL, <br />I <br />JOSEPH C. SCHROEDER <br />N 1 /2 -SE 1/4 SEC. 35 <br />REMAIN IN PLACE - _ <br />AT. <br />B ND R l P <br />E4 X Ia G <br />960 <br />F% - <br />P BANDS EV 0_ <br />__ _ <br />-- 9D <br />zoo Y. �D �D -39 <br />--860 <br />r <br />_ '— 13 °n <br />- 450_— <br />— I <br />940 X76 _ __. - X114 Ri RT 16,%_� LT <br />- <br />__ �=BRID <br />.2 E£N0, -TD - <br />RE- <br />Si- E i �A N IN <br />2 6- ROADWAY. <br />- <br />30 a m <br />a <br />ti - -N -'N O -- m =_ O <br />76 7 8 9 80 1 2 3 A 85 - 6 -_7- 8- N 9 90 - - -1 -2 -- 3 4- - <br />+ <br />- _.- <br />^FR <br />5111814) 1/ <br />8D +DD <br />DALE C.'MYERS <br />EI /2 -NWI /4 SEC. 35 <br />b <br />b m <br />¢ }/ REMOVE 4' X 11' <br />¢/ CONC. WATER TANK <br />4 <br />S6''- - <br />B M. 13 -1 REMOVE C.P. t <br />_ + 2 -36 "X34, IN PL. <br />E A � I9I <br />STA. 4D+66.7 <br />Q. I- 10'SPAN X 50'6.P.P.A. 10 GAGE JOSEPH C. SCHROEDER <br />MORTAR RUBBLE MASONRY .' <br />ENDWALLS REO'D. WI /2 -NE V45E C.35 <br />'I I <br />1 8D +00 <br />I <br />w <br />'4RDWRLtStREO D <br />� - T <br />A6% -- <br />Q==-60-- - 7D BD -_-- - , <br />X28 °b - "�` - _— _ 1 4�°�� klT � _ /��E•L� <br />>_ T -. -- <br />I - — 1A, t93ft-90 5 <br />1- 72"X74 3rX7S! =C MP.A -.P. <br />6 _7 8 9 _ 1001__2 3 4_105, 6, 7 <br />0+ <br />N <br />m <br />NI <br />i W5. P.8 LC0. <br />M <br />B.M. I <br />} <br />m <br />m <br />0 <br />O <br />m �� <br />N <br />JIJ nI j <br />}I <br />w000s <br />m <br />+ <br />m <br />� <br />+� F <br />N <br />m <br />f <br />m10 <br />al <br />o <br />- --- y <br />¢ <br />WALDO R. <br />ILUCHSINGER <br />J: ROLAND W. <br />1 <br />ILUCHSINGER <br />_ <br />- r <br />- -- + <br />P. STA. 81+30.8 <br />- <br />REMOVE <br />a Ri ^_HARD A. MAZUR <br />I - 181'25'30 - <br />SURFACE <br />1 NWIY4- SWI /4- SEI /4 SEC-35 <br />D- 1 250'30 <br />- 142. S <br />LTL 2$0. 9' <br />E <br />- <br />- <br />j <br />R - 11460.0' <br />S -0.015 FT /FT <br />e FP <br />_ m OD +00 PI, 95 +74.5• <br />I Ia 4D +00 <br />ROLLAN A. ENDRES <br />O SI /2 -SEI /4 -NWI /4 SEC-35 <br />B -78_3 ad 0" 60' <br />B.M. 12 Im; +957 <br />�r 45' 1Q° �ICCG R9E11m 1 ' - <br />d \ <br />4 NI °I81W(MAG) <br />-11.2 ail 30 _ <br />a <br />RD. _ - 6t/ fin. m Y!1 I <br />m <br />REMOVE COM <br />4'X10' IN PL, <br />I <br />JOSEPH C. SCHROEDER <br />N 1 /2 -SE 1/4 SEC. 35 <br />REMAIN IN PLACE - _ <br />AT. <br />B ND R l P <br />E4 X Ia G <br />960 <br />F% - <br />P BANDS EV 0_ <br />__ _ <br />-- 9D <br />zoo Y. �D �D -39 <br />--860 <br />r <br />_ '— 13 °n <br />- 450_— <br />— I <br />940 X76 _ __. - X114 Ri RT 16,%_� LT <br />- <br />__ �=BRID <br />.2 E£N0, -TD - <br />RE- <br />Si- E i �A N IN <br />2 6- ROADWAY. <br />- <br />30 a m <br />a <br />ti - -N -'N O -- m =_ O <br />76 7 8 9 80 1 2 3 A 85 - 6 -_7- 8- N 9 90 - - -1 -2 -- 3 4- - <br />+ <br />- _.- <br />^FR <br />5111814) 1/ <br />8D +DD <br />DALE C.'MYERS <br />EI /2 -NWI /4 SEC. 35 <br />b <br />b m <br />¢ }/ REMOVE 4' X 11' <br />¢/ CONC. WATER TANK <br />4 <br />S6''- - <br />B M. 13 -1 REMOVE C.P. t <br />_ + 2 -36 "X34, IN PL. <br />E A � I9I <br />STA. 4D+66.7 <br />Q. I- 10'SPAN X 50'6.P.P.A. 10 GAGE JOSEPH C. SCHROEDER <br />MORTAR RUBBLE MASONRY .' <br />ENDWALLS REO'D. WI /2 -NE V45E C.35 <br />'I I <br />1 8D +00 <br />I <br />w <br />'4RDWRLtStREO D <br />� - T <br />A6% -- <br />Q==-60-- - 7D BD -_-- - , <br />X28 °b - "�` - _— _ 1 4�°�� klT � _ /��E•L� <br />>_ T -. -- <br />I - — 1A, t93ft-90 5 <br />1- 72"X74 3rX7S! =C MP.A -.P. <br />6 _7 8 9 _ 1001__2 3 4_105, 6, 7 <br />^FR <br />5111814) 1/ <br />8D +DD <br />DALE C.'MYERS <br />EI /2 -NWI /4 SEC. 35 <br />b <br />b m <br />¢ }/ REMOVE 4' X 11' <br />¢/ CONC. WATER TANK <br />4 <br />S6''- - <br />B M. 13 -1 REMOVE C.P. t <br />_ + 2 -36 "X34, IN PL. <br />E A � I9I <br />STA. 4D+66.7 <br />Q. I- 10'SPAN X 50'6.P.P.A. 10 GAGE JOSEPH C. SCHROEDER <br />MORTAR RUBBLE MASONRY .' <br />ENDWALLS REO'D. WI /2 -NE V45E C.35 <br />'I I <br />1 8D +00 <br />I <br />w <br />'4RDWRLtStREO D <br />� - T <br />A6% -- <br />Q==-60-- - 7D BD -_-- - , <br />X28 °b - "�` - _— _ 1 4�°�� klT � _ /��E•L� <br />>_ T -. -- <br />I - — 1A, t93ft-90 5 <br />1- 72"X74 3rX7S! =C MP.A -.P. <br />6 _7 8 9 _ 1001__2 3 4_105, 6, 7 <br />