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HomeMy WebLinkAboutTED4001242.1M o� R/W A �� �$1 a A, . /ASPHALT LOT v � 4J � o Off' 4 c P. C. cl) 4+rO.9 P.T. 4+72.94 4" Gr 5 � � 1 0 4+38.94 N = w 6'— 20+21 .89 E 4+72.94 WM I N IPC. I4+ 6b.9 / FOR DETAIL TH S 1 TER$EC ION o� SEE SHEET NC. �v I ¢111¢ /W o /C� v v O �Q 'Z" I �O /. , Q- h O �P CO 33- 32 31 34 33 32 31 34 33 32 32 - - vv� D 3 3 4' z �s v �O V ASPHALT LOT A:4'4eQ� O 40, CONSTR . 81 Ci �� CONC. WALK cv �P 0 C'3 v W G I 7 3 04 N 12" W All o� u-i 'IV,, Ax y Q or o � 3 12' I WM Drain ❑Tr Trap Drain j A, ' CO BODY SHOP 3 A-` O� (VACATED) O- ti �4 do � ti ti . ° ¢ ?? 002 cl A �cL O co PLAN VIEW CO`'"�40 [LOGAN AVE. S0. AP /�Q �¢�� A?' X 11 I CD�� cl.) SCALE I = 20 EX. PROFILE — LEFT (WEST) SIDE w 0 3 .o Ate. VO ti� h Ate. Ax �P 8 1— — S 12" 6" WM x A` CYCLONE FENCE �4� 0 I o� Q' h ^x /"R CID L! 3 O� ti =O V ti x 0 AF co 4" o� o� 3 �o 0 1 iL c J ..i ASPHALT LOT Y. STANDARD SERVICE 3 q� TIRE CO: AP z � �o (D �P G 4" 9 I w i f Drain i CONSTR. 81 \°� CONC. WALK u' z c" w 01 u- 30 0 ,o 3 � n0 O ¢ - tiI'v h 0 05 A4 S — 0 ASPHALT LOT O� ryo ZO O cj O /�Z CID P. C. P. T. PROPOSED TOP OF CURB 4+60.94 4+72.94 A.P. 32.45 32.40 5+85.0o EX. BACK OF WALK 32. ZO S = 0.00 314 FT/FT — — — --- — -- — — — S=O.00178 FT/AFT. ------------ — — — — ---------- EX. GUTTER P.C. P. T. R I GHT (E AST) SI DE 4+60.94 4+72.94 A. P 32.85 32.80 85.00 PROPOSED TOP OF CURB 5+ 3Z.40 EX. BACK OF WALK S= O.00ZGZFT/FT----------- — O EX. GUTTER 5+ 00 7+ 00 PROFILE SCALE: HORIZ. It1 = 201 VERT. 111 = 21 l4o 1 11\1 e, 5 F a Q, �lVAL 8+00 9+00 R/ w w — 8" w —W P. C. fstu6 DD n � _ P. C. P. T. 9+66 9+78 33.40 33.45 P. C. P. T. 9+ 66 9+78 33.50 33.60 10+00 N = ?0+23.52 E 3 DETAIL THIS INTERSE E SHEEf No. 6 I 33 32 31 34 33 32 34 33 32 i 10+00 1 V2d STREET IMPROVEMENT LOGAN AVE. S0, SO.3rd STREET to SO. 2nd STREET G. E. CASE 10/ 2 / 72 GARY E.CASE AS NOTED 18 MICROFILMED 3 — �� re7