Loading...
HomeMy WebLinkAboutSWP2701272.5EL33.15•- 34 33 32 31 30 10+00.00 LOGAN AVE. S. 20+23.52 S. 2nd ST. I 13 12 +00 GE 32.93 GE 32.20 IE 30.76 P/L 1 IE 30.03 17' ` ------ -------N ------ --- --� -- -� ------ ------- --------- - -- 12„ W _ - 4W -4W _ _ 3 - --------------------------------------------------------------------------------------------------- �E 28.$0 30.97 16 C16 I 3 i GE 32.27 w N i 20 P/L IE 30.10 5 15 16, ' x I L N I I I i C N u, LOGAN AVENUE SOUTH PLAN SCALE: I"=40 9 In ao 0) z zz Q cr EXIST. CL PROFILE T Uj 8"-6' WATER I Z GAS I I I 4" GAS 12" Conc. Pipe Stub I I 4' WATER Si I I I I IL� j i 2 GAS - -- _ 4" GAS (retired) 12" WATER (left) INVERT I 1 29 28.08 28 INVERT-( ` I I 12" WATER (right) SAN 27 2790 l l I I n %i - < --------------------- 26 I 17" x 36.5" TELEPHONE j '1 II 25 8" SAN. LINE I I I 1'I I.i 24 j 24" SAN. LINE 66" WATER Ij 22 )j 110+00 1 I+00 12tOO 21 I I 20 L, I I� I I � I P I N I I 19+13.18 LOGAN AVE. S. _ 71 ry 10+00.00 S. TOBIN ST. 9' I 18+00 GE 29.82 S I IE 27.65 - - i - w 2" C 8' S 2 +p° GE 30.85 17 I E 2 8.68 14+00 ------------------------- °' ------------------ 14 ---" „ 4 Gr _ _ _ - - L- _ W W- GE 29.84 IE 2767 E m 1 13 20+00 20 i - 411 G< -- START OF PROJECT 22 +33.40 22+00 P/L GE 29.51 IE 27.34 - -NI ------- - !2"D 4'W I G„S I ,---------------------------- ---- --------------_--------------------------- (D (D LN GE 29.81 P/L GE 29.65 I� IE 27.64 IE 27.48 115� Ip I I I I CV I 1 I rn M 0) i = I w� CID _ _ 34 cn I N `n �Z = m I 33 _ i EL31.91 V) w EL 31.27 �� Ow Q EXIST PROFILE Z 32 I I c _ wcn w � EL 29.97 x 31 N w �--------------------- ----- I ---- 30 1 12" WATER l i I I 12" DRAIN LINE I I 29 12 WATER (right 81 left) 28 I 4' ATERS I n ` (1, 4' WATER-- i i EXISTING INVERT _ i 27 6 8.0 - 1 lL-- 26.61 12 DRg1N LINES �J-- � 24 Conc. Pipe _ - - - - � _ I {:I I _ - .� �- - I (�) 4" GAS r,\ / - .�=0.%6° t GAS I^I /o 4 GAS 8 26 SAN, LINE I 1.25" GAS LINE 451 --__ ---- ---_ -_ - - - 8 SAN. . 7' - 2 _ _ _ i �-2 - _ 4 Conc. Pe PI S=®.61 0/ 6" SAN. LINE 12" WATER 25 6" SAN. LINE 13+00 14+00 INVERT 25.15 15+00 PROFILE SCALE: HORIZ. I If = 40' VERT. I "= 2' 23.88 T 3 2 0.5 8'_ 2 4 � Conc. pi _ Pe S 17+00 19+00 3 6 8.5 2'- 24" Conc. Pipe S= 0.2 4 % 2 0+00 21+00 W" 22+00 2! \-INVERT 22.06 SOUTH 2nd STREET STORM SEWER LOGAN AVENUE SOUTH S 2nd ST to S TOBIN ST STA 10+00 to STA 22+33.43 72 C.M. 13-4-1 B. L. R. -ee / AS NOTED I AS BUILT F.B.340/ 64 L.D.H. 5-8-73 -4 3 8 MICROFILMED q , f �"',�