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MRS. ANNA NYHUS <br />o H <br />M <br />SERVICE + I <br />STATION to I I O.L. 68 <br />II <br />la I I <br />I I <br />I I <br />U.S. B. M. I LH. E.Q 2i <br />L = <br />'-' - TELE. • <br />BOOTH <br />220 <br />218 <br />216 <br />214 <br />I REGINALD J. JONES <br />0 <br />m_ <br />m H <br />M <br />O.L. 68 <br />d <br />I <br />I I <br />-- <br />- S Q' <br />LYAL �ISHUTVET CURVE DATA <br />P. I. = 41 + 60.64 <br />E' G H m D - 13'-57' <br />o + D 4e <br />ro m M T = 175.28' SOD v <br />M M I I P.C. 39 + 85.36 25' <br />I a LIMITED PT. = 43+ 34.11 BACK to <br />W. <br />----- STATION 41 + 50 LT. <br />43 + 34.25AHEAD - + <br />H I O.L. 68 m I -INLET 3-'H' REO'D - <br />�o R = 1432.69' ---'-E L. GRAZ2�IQ, 30 a V HIGHWAY <br />o i I ,+, L = 348-75'-------- RIo <br />5' I 4' M - _ STA. 41+40 LT. --- <br />a - - _ _ - I- INLET 3-H REO'D a �- <br />- <br />EL. GRATE 10.40 _ I <br />1_ _ _ - - _ - <br />S. T. H. 78 ` <br />W 10'-12"R. C.P-SS <br />CL. III REO'D <br />10 41 <br />OF CONSTRUCTION <br />T. L. <br />10'-12'R.C.P-SS <br />--- -- _- - _ - - - CL III- ET_ <br />22.5' 32 Ip <br />M <br />Ifi S � S3' <br />IDR.R. <br />+ SPIRES <br />M � <br />a <br />� 845E OF <br />STONE POST <br />P. 1. <br />CEMETERY STATION 41+60.64 <br />STATION 41 + 40 RT <br />3-H / <br />INLET REQ <br />EL. GRATE - 1[. 15 <br />A. 41 + 50 RT. <br />I INLET 3H REOC <br />EL. GRATE 11.05 <br />0 <br />W_ jo 11 <br />o- - <br />I <br />42 11- <br />u <br />SHEET TOTAL <br />ECT_ , NU' 3ER SHEET$ <br />4 T0253 M 9�3(• <br />ID 5926-1-70 <br />o <br />0 5600-1-71 <br />II `=sse <br />--C--7--- H BOJ' <br />�i I I I <br />DO NOT <br />DISTUR B O <br />00 <br />BENCH MARKS <br />NO. STATION DESCRIPTION ELEV. <br />7 42 + 57 YELLOW SQUARE COR. BLDG. 56' RT. 214.61 <br />19.15 <br />SIDEWALK LEFT <br />22.40 <br />. -- - - TOP -OF CURS LE -FT--- <br />. -22-:20 - - <br />EDGE OF PAVEMENT <br />21.82 <br />12' LEFT <br />21.94 <br />CENTENO NE <br />24.98 <br />__ .----- 42' R14GHT-.-. - - - <br />--2-4.80 - <br />EDGE Of PAVEMENT <br />21.68 <br />L _. ,TOP OF CURB RIGHT <br />22.00 <br />SIDEWALK --RIGHT -. <br />22.40 <br />37 <br />1 <br />+ 50 <br />I REGINALD J. JONES <br />0 <br />m_ <br />m H <br />M <br />O.L. 68 <br />d <br />I <br />I I <br />-- <br />- S Q' <br />LYAL �ISHUTVET CURVE DATA <br />P. I. = 41 + 60.64 <br />E' G H m D - 13'-57' <br />o + D 4e <br />ro m M T = 175.28' SOD v <br />M M I I P.C. 39 + 85.36 25' <br />I a LIMITED PT. = 43+ 34.11 BACK to <br />W. <br />----- STATION 41 + 50 LT. <br />43 + 34.25AHEAD - + <br />H I O.L. 68 m I -INLET 3-'H' REO'D - <br />�o R = 1432.69' ---'-E L. GRAZ2�IQ, 30 a V HIGHWAY <br />o i I ,+, L = 348-75'-------- RIo <br />5' I 4' M - _ STA. 41+40 LT. --- <br />a - - _ _ - I- INLET 3-H REO'D a �- <br />- <br />EL. GRATE 10.40 _ I <br />1_ _ _ - - _ - <br />S. T. H. 78 ` <br />W 10'-12"R. C.P-SS <br />CL. III REO'D <br />10 41 <br />OF CONSTRUCTION <br />T. L. <br />10'-12'R.C.P-SS <br />--- -- _- - _ - - - CL III- ET_ <br />22.5' 32 Ip <br />M <br />Ifi S � S3' <br />IDR.R. <br />+ SPIRES <br />M � <br />a <br />� 845E OF <br />STONE POST <br />P. 1. <br />CEMETERY STATION 41+60.64 <br />STATION 41 + 40 RT <br />3-H / <br />INLET REQ <br />EL. GRATE - 1[. 15 <br />A. 41 + 50 RT. <br />I INLET 3H REOC <br />EL. GRATE 11.05 <br />0 <br />W_ jo 11 <br />o- - <br />I <br />42 11- <br />u <br />SHEET TOTAL <br />ECT_ , NU' 3ER SHEET$ <br />4 T0253 M 9�3(• <br />ID 5926-1-70 <br />o <br />0 5600-1-71 <br />II `=sse <br />--C--7--- H BOJ' <br />�i I I I <br />DO NOT <br />DISTUR B O <br />00 <br />BENCH MARKS <br />NO. STATION DESCRIPTION ELEV. <br />7 42 + 57 YELLOW SQUARE COR. BLDG. 56' RT. 214.61 <br />20.80 <br />19.15 <br />17.50 <br />- 20:60 - - <br />J <br />36 + 54 TO 64+81.57 <br />20.28 <br />18.57 <br />R <br />j <br />UNCL = <br />7137 C.Y.+ <br />-+ o <br />19.18 <br />+ v <br />FILL = <br />2043 C.Y. <br />17.40 <br />20.48 <br />+ <br />a4 - <br />a <br />WASTE = <br />44 00 C.Y. <br />210 <br />17.60 <br />23.35 _ <br />E. BS - <br />250 C.Y. <br />208.30 <br />" <br />4z _ <br />GR. T4 �R.C.R_ <br />39 <br />� <br />Ip'- 12 R..3.0 <br />3.4 e� 53 <br />R.GP.-SS CL7II 208. O <br />CES <br />3p %i205x.40L;�� <br />� <br />206. 70 206.40 <br />205.04 <br />p'- 12 <br />R.C.P.-SS CLIA <br />20.80 <br />19.15 <br />17.50 <br />- 20:60 - - <br />18.95 <br />17.30 <br />20.28 <br />18.57 <br />16.98 <br />20.40 <br />18.97 <br />17.38 <br />20.78 <br />19.18 <br />17.58 <br />20.60 <br />19.00 <br />17.40 <br />20.48 <br />18.8 8 <br />17.28 <br />20.80 <br />19.20 <br />17.60 <br />23.35 _ <br />20.00 <br />18.40 <br />38 <br />+50 <br />39 <br />'OFILE GROUND AT <br />OF CONSTRUCTION <br />L.H.E <br />EASEMENT 25' <br />i <br />33' <br />GAS REGULATORS <br />A / <br />- - A V <br />CULVERT IN PLACE 33' 1 <br />1.8 x L5' CONC. Box I LIMI <br />WITH 24" C.M.C.P. EXTENSIONS <br />REMOVE " <br />S <br />4� <br />ti <br />B.M. 7 + <br />a <br />a <br />= n <br />N <br />� M <br />r ,r <br />ALVIN GRIMSTAD <br />200 220 <br />\ <br />218 <br />� <br />\ <br />216_ <br />� <br />\ <br />PROFILE OF GROUND <br />\ <br />PROFILE <br />OF GROUND <br />33LEFT <br />/ <br />\ <br />33' RIGHT <br />\ <br />214 <br />\ \ <br />212_ <br />/ <br />\\ <br />--' <br />15.85 <br />14.20 <br />12.60 <br />11.40 <br />11.00 <br />11.15 <br />// 12.00 <br />13.50 <br />15.65 <br />14.00 <br />12.40 <br />\ 11.20 <br />10.60 <br />10.95 <br />11.80 <br />13.30 <br />:. _ 210 I <br />15.33 <br />13.68 <br />12.08 <br />__'_10.58 <br />10.48 <br />10.63 / <br />/ 11.48 <br />12.98 <br />_ <br />15.73 <br />14.08 <br />12.48 <br />h.28 �_ <br />_ _ 10.88 <br />11.03 <br />11,88 <br />13.38 <br />15.98 <br />14.38 <br />12.68 <br />11.58 <br />_11.10 -- <br />11.33 <br />12.22 <br />13.64 <br />15.80 <br />14.20 <br />12.50 <br />11,70 <br />11.35 <br />11.60 <br />12.55 <br />14.00 <br />- ------�'. <br />15.68 <br />14.08 <br />12.38 <br />11.58 <br />IL23 <br />11.48 <br />12.43 <br />13.88 <br />- <br />16.00 <br />14.40 <br />12.70 <br />11.90 <br />11.55 <br />11.80 <br />12.75 <br />14.20 <br />_. <br />16.80 <br />15.20 <br />13.50 <br />12.50 <br />12.00 - <br />12.10 <br />12.95 <br />14.40 <br />- <br />+50 <br />40 <br />+50 <br />41 <br />+50 <br />42 <br />+50 <br />43 <br />