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BENCH MARKS Deo °D• \ P.I. STA. 174+99.9 <br />N0, <br />STA. I <br />DESCRIPTION <br />ELEV. <br />40 <br />151+23 <br />SPIKE IN 18" OAK <br />24'LT 960.85 <br />41 <br />156+49 <br />t ON SE COR. BOT. STEP <br />46'LT 971.74 <br />42 <br />160+62 <br />SPIKE IN 18" ELM <br />83'LT 979.64 <br />43 <br />165+78 <br />" 36" OAK <br />82'RT 987. II <br />44 <br />173+04 <br />" P. POLE <br />64'RT 1027.76 <br />45 <br />1179+77 <br />" 18" OAK <br />70'RT1062.59 <br />io WM.BAUMGARTNER I - 171.20' - <br />PI.159t56.8 b 1.5 <br />71.53 - 8°40' 4 S0894(5) _ <br />O+ 77 ; <br />o• ILOW A. PETERSON D - 2° <br />in WILLIAM SIAS 0- SEI/4- NWI/4-SEC.23 T - 217.1' <br />PRTSWI/4-NWI/4 �% /-� L - 433.3' <br />70' 30 <br />BOE 115' ,n� " <br />R - 2864.79' <br />a N S E - 0.035 FT/FT. <br />> +785'REMOVE C.P. WM.G. BAUMGARTNER <br />W 1/2-N E 1/4 -SEC. 23 <br />CID <br />WILLIAM HAAG <br />I NWI/4-NWI/4-SEC.23 of - - ` 60' i REMOVE C.P. N a, <br />\Do X 39' IN PL. woods T RCEPTING O r = <br />ENBANKMENT N <br />FIR <br />Li 0• W. P. 9 L. <br />80 <br />P.T. 150+73.0 �� S�� d�0� /sx ---- ---` ``- !- _ _ ` ~ a <br />S65.40 '3Q" - <br />N �•�..� _\ O 75' <br />E _ _ <br />/� ENBANKMENT 8Q' `�`���__ (MA <br />yG-v 9 ILOW A. PETERSON 0\��� /- "�y CLARENCE E. BOE N 72' — -----_ -- --- <br />f- REMOVE C.P. o ;` PRT SWI/4-NWI/4 6 _° ---� �"-- S74°20 30 E (MAG) <br />r S �r PRT NWI/4-NWI/4-SEC. 23 a o 68'� BM.4.4^ 0 45' _ ---------- j <br />1-72"X 37' IN PL. / x ' <br />�. + <br />\\\ m yp �.' + REMOVE C.P. 55' BM. 45 <br />?\ <br />1-2 "X38'IN PL. <br />19 <br />-A i. \ wOOD9 <br />\\ <br />PRSWI/4- T S - SEC. 23 SEI/4-NWI/4-SEC. 23 0� i <br />} BAUMGARTNER <br />W 1/2 - N E 1/4 <br />\� y z d <br />P. 1.STA.159t56.8 ILOW A. PETERSON a <br />I - 228' 51' 30" <br />�s� \ : A 48°5I' 30" <br />D - 7.30" <br />O, STORE T- 3 4 7. 0' F P ` <br />t i se L 651.4'— - 4 <br />'Od^, 2 ' P.I. 174+ 99.9 P.T. 177 t 16.1 <br />r X E - 75.1' s`, ° P.C.172+82.8 a <br />p pP.C.156t09.8 y„ h <br />f r S`� �e R - 7 6 3. 9 4' d sem. 2g °� pB 5 A9 0.4 <br />INTERCEPTING 0 .��\ .y1r' <br />1 / ENBANKMENT '�y ° GA SE -0.08 FT/FT P. T. 162+61.2 0.� FPS _ , FP_F p <br />+ 43 C - 7,668 C.Y. + 55 <br />R-10,068 C.Y.* <br />F -16,443 C.Y. <br />0 <br />-!' ESS. - 20 C.Y. o o { <br />I _ <br />1E RESERVE 1,350 C.Y. FOR SELECT o <br />EXCAVATION a - <br />I 1020 ' 1080 <br />I_ <br />1010 STA. 155+00 C.M.C.P. REO'O / 11070 <br />- - - -- I -72"X60' <br />vc = 1000' <br />x <br />-----i i OCK PROFILE { <br />O ROCK PROFILE IQaQ <br />STA. 52 t00 C.P. CLASS j#REO'D. o FINISHED GRADE <br />-- -- `-24"X SO' +m �y <br />STA. 178+00 C.P. CLASS ICI REQ'D. 10501 <br />1-30"X56' BREAKER WALL ; <br />/���� ' O o SKEW 30• L.H.F. <br />ROCK PROFILE ti <br />980n o i O m 1040 <br />7 / +o 0 <br />#• <br />- — - !vc -;ao-o <br />_ 01 <br />9701 i > 1030 <br />5% <br />- - - STA. 1651 12.4 / <br />960'1 1 1- 72" X 102' PIPE CATTLE PASS REQ'D. i ROCK PROFILE <br />1020; <br />�ocK PROFILE SKEW 30° R.H.F. / I <br />962.09i <br />s i <br />__. <br />O - Of W co co m GD M O P t0 b {p ~ M GD GD GO GO GD m GD CD GD GD 0114 Q <br />M ! Q N 9 N0 In O In N N O 0� — In O O 40 N GO d O 4D N ap 4' O �p <br />la h 10 m O rM h GD O M to Os M 10 'n O In to lei 0i R O O ti CY <br />AD II40 't0 !{0 ID {0 40 f- h h N CO CO CO CO m Of 0 O O — — N N M M a a !0 !0 N P GD <br />pm Of 0) 0 Of m m O O O O 01 m 0) 01 O O O O O O O O O O O O O O O O <br />150 I 2 3 4 155 6 7 8 9 160 1 2 3 4 165 6 7 8 9 170 1 2 3 4 175 6 7 8 9 180 1_ 182 <br />