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T. JNONN <br />17 <br />165+12 <br />7 1' LT. R.R. <br />Is <br />1 <br />19 <br />21-4+2& <br />136' LT. <br />R.R. <br />bist. npu+co 1 0 aim. lor. +75 <br />REMOVE 9'X WX 80' MASONRY ARCH ��.,C_coM l9f&Z' REMOVE 4* X 4'X 60' CONC. BOX <br />JAW Y <br />BM 17----- <br />185 <br />-il �211 <br />_77 <br />74 In <br />12 <br />cil,� <br />0 <br />01 <br />+ <br />uu <br />60 <br />CID <br />Pl.- 195+44.921,- is <br />1 170 39'-' (h <br />a 9a-21' , <br />D 20�00` <br />T. NONN <br />T 234.29 <br />L 467.50 Mak <br />E=9.56 <br />R 2864.93 <br />S.E.- 0.056 FT/FT. <br />93t!Qb4 <br />MAPLE STAKE <br />RUM <br />PR.,_ <br />4 DS 255( <br />0 1) <br />Pl. I"W'+82A4 <br />T. NONN <br />s7j <br />Sl _TA",;;00� <br />LHJ I" CS_ -1 _-K'+_82.,44 + <br />=50-49 RT OBLITERATE OLD RD. 8 <br />� I - I -,! t_0Q_TQ_$TA._228+6Q l3w <br />STA. 202 + 74 <br />REMOVE WX 2.5' X 64' CONC. BOX <br />w 19 <br />IB 215. <br />aMECT TOTAL <br />OBLITERATE OLD RD. <br />STA. 173 + 72 To STA. 202 + 22 <br />fkKE <br />STA. 202 + 30.02 <br />-STA. 5-K"+00.00 <br />+ <br />-4 �16 <br />I .. X2 V T <br />STAKE �-TAEI N PA <br />T. NONN <br />:If <br />0--48 RT� <br />- T8��- <br />+00 <br />+ <br />910 CD <br />910 <br />vim -PROFILE FINISHED GRADE C. L. C. L. C.T.H. "K" <br />V. C. 760, <br />co 6 <br />77-7-7 <br />V.C.= 1475- <br />-900 <br />goo <br />STA. 20Z+00 <br />4e'C.P REIVI). I� -202 +10.53 <br />890 <br />899.95 STA. 202+60 <br />SKEW 7*L.H.F. <br />INLET 922 DfSCH. 91.8 2-43'Xl7"X4CC.M.PA. REGrb. <br />`PROFILE ORIGINAL GROUND C. L. SKEW 74 L.H.F <br />STA_?.'K"AD(XOQ___ SIDE ROAD LT. 5 R T. <br />\,BEGIN CONSTRUCTION STA. 202+3002 zSTA. 5"K"+00.00 INLET 93.0 DISCH:9?_6 <br />STA. 194+00 <br />I- 72"X 60'C P <br />-PROFILE FINISHED GRADE LINE <br />1-72" X 60'PIF " C F PASS RE(Jp <br />INLET 89.2 <br />900 1 <br />ORIGINAL GROUND LINE <br />S TA, ""K DO <br />CO; ?Rkj��Tj 890 <br />0 0 No ON <br />0 <br />�0 <br />In it <br />?D CD AD CID <br />CD <br />ji -ff <br />K 2, K K 4; <br />0 41) V 9OK' <br />0(" <br />LINE <br />ST <br />No C <br />in 0 '0 in to <br />0 0 2 0 <br />ll� 4% m <br />IR - - <br />SCD. m. 4n 40 <br />;- V 01 Cj <br />CD V CD w iVD QD co -0 0 '0 <br />8 9 200 I 2 3 4 205 6 7 8 9 210 1 <br />4 105 6 7 8 9 4 6 7 <br />NOI STA. I DESCRIPTION ELEV. <br />SPIKE IN POLE 906.03 <br />KE IN POLE 901.04 <br />SPIKE IN TREE t915.87 <br />an o <br />bist. npu+co 1 0 aim. lor. +75 <br />REMOVE 9'X WX 80' MASONRY ARCH ��.,C_coM l9f&Z' REMOVE 4* X 4'X 60' CONC. BOX <br />JAW Y <br />BM 17----- <br />185 <br />-il �211 <br />_77 <br />74 In <br />12 <br />cil,� <br />0 <br />01 <br />+ <br />uu <br />60 <br />CID <br />Pl.- 195+44.921,- is <br />1 170 39'-' (h <br />a 9a-21' , <br />D 20�00` <br />T. NONN <br />T 234.29 <br />L 467.50 Mak <br />E=9.56 <br />R 2864.93 <br />S.E.- 0.056 FT/FT. <br />93t!Qb4 <br />MAPLE STAKE <br />RUM <br />PR.,_ <br />4 DS 255( <br />0 1) <br />Pl. I"W'+82A4 <br />T. NONN <br />s7j <br />Sl _TA",;;00� <br />LHJ I" CS_ -1 _-K'+_82.,44 + <br />=50-49 RT OBLITERATE OLD RD. 8 <br />� I - I -,! t_0Q_TQ_$TA._228+6Q l3w <br />STA. 202 + 74 <br />REMOVE WX 2.5' X 64' CONC. BOX <br />w 19 <br />IB 215. <br />aMECT TOTAL <br />OBLITERATE OLD RD. <br />STA. 173 + 72 To STA. 202 + 22 <br />fkKE <br />STA. 202 + 30.02 <br />-STA. 5-K"+00.00 <br />+ <br />-4 �16 <br />I .. X2 V T <br />STAKE �-TAEI N PA <br />T. NONN <br />:If <br />0--48 RT� <br />- T8��- <br />+00 <br />+ <br />910 CD <br />910 <br />vim -PROFILE FINISHED GRADE C. L. C. L. C.T.H. "K" <br />V. C. 760, <br />co 6 <br />77-7-7 <br />V.C.= 1475- <br />-900 <br />goo <br />STA. 20Z+00 <br />4e'C.P REIVI). I� -202 +10.53 <br />890 <br />899.95 STA. 202+60 <br />SKEW 7*L.H.F. <br />INLET 922 DfSCH. 91.8 2-43'Xl7"X4CC.M.PA. REGrb. <br />`PROFILE ORIGINAL GROUND C. L. SKEW 74 L.H.F <br />STA_?.'K"AD(XOQ___ SIDE ROAD LT. 5 R T. <br />\,BEGIN CONSTRUCTION STA. 202+3002 zSTA. 5"K"+00.00 INLET 93.0 DISCH:9?_6 <br />STA. 194+00 <br />I- 72"X 60'C P <br />-PROFILE FINISHED GRADE LINE <br />1-72" X 60'PIF " C F PASS RE(Jp <br />INLET 89.2 <br />900 1 <br />ORIGINAL GROUND LINE <br />S TA, ""K DO <br />CO; ?Rkj��Tj 890 <br />0 0 No ON <br />0 <br />�0 <br />In it <br />?D CD AD CID <br />CD <br />ji -ff <br />K 2, K K 4; <br />0 41) V 9OK' <br />0(" <br />LINE <br />ST <br />No C <br />in 0 '0 in to <br />0 0 2 0 <br />ll� 4% m <br />IR - - <br />SCD. m. 4n 40 <br />;- V 01 Cj <br />CD V CD w iVD QD co -0 0 '0 <br />8 9 200 I 2 3 4 205 6 7 8 9 210 1 <br />4 105 6 7 8 9 4 6 7 <br />NOI STA. I DESCRIPTION ELEV. <br />SPIKE IN POLE 906.03 <br />KE IN POLE 901.04 <br />SPIKE IN TREE t915.87 <br />an o <br />OBLITERATE OLD RD. <br />STA. 173 + 72 To STA. 202 + 22 <br />fkKE <br />STA. 202 + 30.02 <br />-STA. 5-K"+00.00 <br />+ <br />-4 �16 <br />I .. X2 V T <br />STAKE �-TAEI N PA <br />T. NONN <br />:If <br />0--48 RT� <br />- T8��- <br />+00 <br />+ <br />910 CD <br />910 <br />vim -PROFILE FINISHED GRADE C. L. C. L. C.T.H. "K" <br />V. C. 760, <br />co 6 <br />77-7-7 <br />V.C.= 1475- <br />-900 <br />goo <br />STA. 20Z+00 <br />4e'C.P REIVI). I� -202 +10.53 <br />890 <br />899.95 STA. 202+60 <br />SKEW 7*L.H.F. <br />INLET 922 DfSCH. 91.8 2-43'Xl7"X4CC.M.PA. REGrb. <br />`PROFILE ORIGINAL GROUND C. L. SKEW 74 L.H.F <br />STA_?.'K"AD(XOQ___ SIDE ROAD LT. 5 R T. <br />\,BEGIN CONSTRUCTION STA. 202+3002 zSTA. 5"K"+00.00 INLET 93.0 DISCH:9?_6 <br />STA. 194+00 <br />I- 72"X 60'C P <br />-PROFILE FINISHED GRADE LINE <br />1-72" X 60'PIF " C F PASS RE(Jp <br />INLET 89.2 <br />900 1 <br />ORIGINAL GROUND LINE <br />S TA, ""K DO <br />CO; ?Rkj��Tj 890 <br />0 0 No ON <br />0 <br />�0 <br />In it <br />?D CD AD CID <br />CD <br />ji -ff <br />K 2, K K 4; <br />0 41) V 9OK' <br />0(" <br />LINE <br />ST <br />No C <br />in 0 '0 in to <br />0 0 2 0 <br />ll� 4% m <br />IR - - <br />SCD. m. 4n 40 <br />;- V 01 Cj <br />CD V CD w iVD QD co -0 0 '0 <br />8 9 200 I 2 3 4 205 6 7 8 9 210 1 <br />4 105 6 7 8 9 4 6 7 <br />NOI STA. I DESCRIPTION ELEV. <br />SPIKE IN POLE 906.03 <br />KE IN POLE 901.04 <br />SPIKE IN TREE t915.87 <br />an o <br />