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EL. <br />ADJUST <br />WITTE'S ADDITION <br />BLOCK I <br />?TMLET4°3=H' REWD a N LL KJELLMANNS ADDITION <br />EL GRATE 35.10 LOT 10 M HAROLD NYGARD BLOCK 3 FAITH BAPTIST FELLOWSHIP, INC. <br />GEORGE W. HANKELG O.L. 85 LOT I 0. L. 84 �\ \ <br />H G H OLOUS 8 SOPHIA H <br />1 I I I o I MARTINSON H STA. 34.50 \ �� <br />I -INLET 3-H REOD <br />UJ) M IAO I I I 1+ I EL. GRATE 23.22 \ <br />W I I+ I I I I I I Mon <br />ICONC.� a I I I \1 51.75' 6' <br />N P•�'� LIMITED 4s HIGHWAY I EASEMENT 1 I I / <br />of I <br />+• 1 • 132.• - . 22.5'_ <br />01 _ <br />- 2b•5.'- _ / <br />_ -f I I � r_Ac �- �-• - - • <br />W TRANSIT LINE- ADJUST MH COVER <br />32 EIGHTH ST2 EET 33 S.T. H. , 92 3a <br />N 4•-55' W (MAG.) <br />N. MM <br />ADJUST COVER p3 <br />(;R t - 15" STORM SEWER ( BY VILLAGE I 90` <br />LIMITED 132' HIGHWAY ------L30LL---------- -- <br />�✓r EJ"� I I - . <br />I 7 I <br />z I II I I <br />CLIFFORD EMERSON i I p1 I <br />III I I + MARY MURPHY STATZ <br />II <br />H <br />LOT I I G LOT I <br />BLOCK I I I BLOCK I <br />GORDONS ADDITION KJELLMANNS ADDITION <br />BENCH MARKS <br />NO. STATION DESCRIPTION ELEV. <br />5 31 + 54 P.K. NAIL IN 16" MAPLE 40'L 1237.11 <br />6 36# 78 1 X ON S.E. COR. PUMP ISLAND 48'L 1225.92 <br />I <br />40'-12"RC.P. SS <br />r <br />• <br />G <br />N <br />\_ <br />B P R <br />�\ OIVI SI'N' <br />ID $926-1-70 <br />- - $600-1-71 <br />A � <br />SP ` SERVICE <br />\� \ BM 6 STATION <br />� 1 <br />AP <br />�yq <br />STATION <br />® SIGN 66 <br />N I I Q• <br />10 I 35' I <br />H) I I BASE OF I l 11 <br />J $TgTlO �I <br />DR. <br />OJOHN ALBERT <br />17.5' OFFICE.L. 103 I <br />tl <br />L ❑ <br />BASE OF MASONRY <br />GATE POST <br />STATION 36 + 35.7 <br />I nln .1 + <br />-� - - --- - - 35 7 25 o a f <br />I MAN HOLE <br />3 -I +1. 54' -IS" GR.• 1.0% II 8Y VILLAGE <br />.0 .-SS CLQ I.i Ij I BY -VILLAGE <br />HOLE <br />:. 32.32 32101 1.83 ..P -S S CL - III 40'-12 GR. a 10% <br />I I <br />236 .. 30 31. I kR.c P-sS CLM <br />_ ..._ 20 <br />- ---- - --------- - -- -- .. - - - - - -- 20. I o zo.30 <br />234 <br />SIDEWALK LEFT 24.18 23.88 24.08 24.28 <br />L TOP OF CURB LEFT 24.10 - 23.80 24.00 24.20 <br />I`\ _.PROFILE .fl[tILi.H ED. RADE EDGE OF PAVEMENT 23.78 23.48 23.68 23.88 24.08 <br />Ct OF CONSTRUCTION 12' LEFT 23.90 - 23.60 23.80 24.00 24.20 <br />31.31\ CENTERLINE 23.75 23.42 23.62 23.82 24.02 <br />12' RIGHT 23.51 23.18 23.38 23.58 23.78 <br />230ii \ \ EDGE OF PAVEMENT 23.13 22.88 23.08 23.28 23.48 <br />\ TOP OF CURB RIGHT 23,45 2h20 23.40 23.60 23.80 <br />SIDEWALK RIGHT 23.53 23.28 23.48 23.68 23.88 <br />I <br />STORM <br />2281_ SEWER °Y \ <br />------.V1LL"F- OF _ML- .BORES _ _- - Pi�IFLLE GROUND -AT <br />j : OF CONSTRUCTION <br />J�� \ \ PROFILE OF GROUND <br />226 -- -- -- - - _ - a~ 25 LEFT <br />Z__ <br />2241SIDEWALK�I EFT L 33.18. .30.48. > \ 27.78 \ \ 25.48 <br />I <br />TOP OF CURB iEFT.-, _�_ 33.70 � .30.40. _--__ _ -- - - 27.70 \ � 25.40 \ - - --- - -- --- <br />IEDGE OF PAVEMENT i -. 3278 30.08 27.38 �'\ \ 25.08 \. <br />Ir I-2 tEfT --{ I 35.10 b2.90- 30.20 2750 \ 25zv\ �- - _ �� <br />r ii , <br />222PENTERLiM : ` 35.2° :. .33.08 3025. 27.32 25.00 <br />a RISHT � ".Be az,90 30.05 � z7 En <br />PROFILE OF GROUND <br />i� - 25 RIGHT <br />�GE OF P4E71ENT :: .' 32.78 .28.78 26.78 2433 21.30 - �- _ <br />..... 3I. .. _ <br />IOP OF GIl B RIGHT 33.10 30.10 2710 - 24.65 100-I5 GR <br />20.30 <br />IDEWALK ::. IGHT �: <br />WAS - - 30.18- 27.'18 �. 24.73 - 100 % -� <br />- - - - - <br />+ 50 32 + 50 33 +50 34 t50 35 +50 36 <br />2 <br />7 <br />TOTAL <br />i I <br />II <br />II <br />� <br />II <br />8 <br />II <br />JOSEPH CONNERS <br />- - -- - <br />52' <br />I I <br />I <br />LOT 6 <br />aLill <br />234 <br />ull <br />X11 <br />I� <br />232 <br />r <br />• <br />G <br />N <br />\_ <br />B P R <br />�\ OIVI SI'N' <br />ID $926-1-70 <br />- - $600-1-71 <br />A � <br />SP ` SERVICE <br />\� \ BM 6 STATION <br />� 1 <br />AP <br />�yq <br />STATION <br />® SIGN 66 <br />N I I Q• <br />10 I 35' I <br />H) I I BASE OF I l 11 <br />J $TgTlO �I <br />DR. <br />OJOHN ALBERT <br />17.5' OFFICE.L. 103 I <br />tl <br />L ❑ <br />BASE OF MASONRY <br />GATE POST <br />STATION 36 + 35.7 <br />I nln .1 + <br />-� - - --- - - 35 7 25 o a f <br />I MAN HOLE <br />3 -I +1. 54' -IS" GR.• 1.0% II 8Y VILLAGE <br />.0 .-SS CLQ I.i Ij I BY -VILLAGE <br />HOLE <br />:. 32.32 32101 1.83 ..P -S S CL - III 40'-12 GR. a 10% <br />I I <br />236 .. 30 31. I kR.c P-sS CLM <br />_ ..._ 20 <br />- ---- - --------- - -- -- .. - - - - - -- 20. I o zo.30 <br />234 <br />SIDEWALK LEFT 24.18 23.88 24.08 24.28 <br />L TOP OF CURB LEFT 24.10 - 23.80 24.00 24.20 <br />I`\ _.PROFILE .fl[tILi.H ED. RADE EDGE OF PAVEMENT 23.78 23.48 23.68 23.88 24.08 <br />Ct OF CONSTRUCTION 12' LEFT 23.90 - 23.60 23.80 24.00 24.20 <br />31.31\ CENTERLINE 23.75 23.42 23.62 23.82 24.02 <br />12' RIGHT 23.51 23.18 23.38 23.58 23.78 <br />230ii \ \ EDGE OF PAVEMENT 23.13 22.88 23.08 23.28 23.48 <br />\ TOP OF CURB RIGHT 23,45 2h20 23.40 23.60 23.80 <br />SIDEWALK RIGHT 23.53 23.28 23.48 23.68 23.88 <br />I <br />STORM <br />2281_ SEWER °Y \ <br />------.V1LL"F- OF _ML- .BORES _ _- - Pi�IFLLE GROUND -AT <br />j : OF CONSTRUCTION <br />J�� \ \ PROFILE OF GROUND <br />226 -- -- -- - - _ - a~ 25 LEFT <br />Z__ <br />2241SIDEWALK�I EFT L 33.18. .30.48. > \ 27.78 \ \ 25.48 <br />I <br />TOP OF CURB iEFT.-, _�_ 33.70 � .30.40. _--__ _ -- - - 27.70 \ � 25.40 \ - - --- - -- --- <br />IEDGE OF PAVEMENT i -. 3278 30.08 27.38 �'\ \ 25.08 \. <br />Ir I-2 tEfT --{ I 35.10 b2.90- 30.20 2750 \ 25zv\ �- - _ �� <br />r ii , <br />222PENTERLiM : ` 35.2° :. .33.08 3025. 27.32 25.00 <br />a RISHT � ".Be az,90 30.05 � z7 En <br />PROFILE OF GROUND <br />i� - 25 RIGHT <br />�GE OF P4E71ENT :: .' 32.78 .28.78 26.78 2433 21.30 - �- _ <br />..... 3I. .. _ <br />IOP OF GIl B RIGHT 33.10 30.10 2710 - 24.65 100-I5 GR <br />20.30 <br />IDEWALK ::. IGHT �: <br />WAS - - 30.18- 27.'18 �. 24.73 - 100 % -� <br />- - - - - <br />+ 50 32 + 50 33 +50 34 t50 35 +50 36 <br />U. S. B. M. <br />3 ' $- T. H. <br />JE "37n <br />SASE OP <br />MASONRY <br />4 ❑ GATE POST <br />SHEET <br />TOTAL <br />PROJECT <br />NUMBER <br />SHEETS <br />170253(7) <br />8 <br />�% <br />U. S. B. M. <br />3 ' $- T. H. <br />JE "37n <br />SASE OP <br />MASONRY <br />4 ❑ GATE POST <br />4 + PO.T <br />T TION 37+0037*00___ <br />EXCEPTION TO NET t LENGTH <br />36+ 14 TO 36 + 54 <br />j <br />- - -- - <br />236 - <br />-- - <br />i <br />234 <br />24.s0 <br />23.40 <br />23.08 <br />232 <br />24.20 - - --- -._ <br />•1...I <br />22.90 <br />22.60 <br />22.28 <br />-----230 <br />22.6 0 <br />22.80 <br />I, <br />-:228 <br />I <br />1 <br />I <br />226 <br />224 <br />--- <br />_ <br />_7 <br />