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Home My WebLink AboutS-27221AI a I 1 1+86 II 0+14 34LF 6"PVC/ 9 MH N0178' -E ,- - 4 931.21 G 0 E 8 PV - — - — - — - E 0 0+67 MH if -PVC/ CD 'I 23LF 6 6"CAP cl: E 0+18 25LF 6"PVC/. 25LF 6-PVC/ 0 eck — -- — -- E 6"CAP 3: 1 o 1 0+97 6 1 2+37 Deck I 25LF 6"PVC 4"CONC -PVC/ 'i 25LF 6 10 (u 4"CLAY < 0 < I 4J 1+64 22LF OF < 6"C-900 < CONNECT TO - 6"PVS W; 1+82 X < 38'LF OF 6"C-900 1+62 CONNECT TO 6 < 25LF 6-PVC/l 6"CONCRETE 1. 4"CLAY LAY EXTRA TO MAINTAIN POSITIVE zo GRADE F- t AS-BUILT CERTIFICATION SIDE SEWER MATERIAL I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL SHALL BE C900 PVC LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME fir OR UNDER MY DIRECTION. 23613 Lam CIA F.D. RINGEL L.S. 23613 DATE:— 2— 56+00 56+00 - -1 54+00 53+00 52+00 51+00 Of 55+00 a- - . ............ . .... 0.2 LT ..................... - .......... ---------------- -- ----------------------------------------- ----- -- ---- ----- 53+98,- 5�2- LT --------- ---- - - - . .. ..................... --------- ...... -- .............. .............. AiH 0 STA 56451, MH dl STA- 53-7- �� REMOVE EXISTING MH AND REMOVE EA7S771VG MH AND_ REPLACE WTH NEW 54 MH RIM EL = 35.-I4 33,44 REPLACE WITH NEW 54 RIM EL =1. 31.90 _52+119, 6.4 LT CO 01:STA < IE:10-(N) = 28.-2Q 28.09 35. 1E 10-(S) = 28.4a 27.99 IE 12-(W) = 27-Oa 27.41 REMOVE EXIS77NG CO-AND IE 12-(E) = 25-W 27.26 ...... . .................... REPLACE 107H NEW CO 35 -- ------ ---------- - ------ 'E- Flr(ff) 27.29 RIM- EL = 30. 65-E In Lli 1E 8(S) 27. 3J 27.31 IE 8"(At) 28.18 EXSTING SURFACE ELEVAnON Lli- — - — - — - — -- — - — -- — - — --- - — - — - — - — - — - - - - - - - - — - — - — 3& - — - — - — - — - — - — - C/) REMOVE EXISTING SEWER ......... ...... .... ... ............ �30 REMOVE EXISTING SEWER - REM IJ bi EX. SSMH STA. 56+56.90 -2149 LF OF 10" PVC ®00 ,,W 253 25. RIM EL = 33.34 .28% LF OF 8" C960 PVC @ 0.467- 199 ..... .. .... IE (N&S-) - 29;00 ... .............. ------------------ -- --------- ------------------------- - -- --- - -- --- ----- 2.5 ------- - EX SSMH STA- 53+9732: ---- ---- NOTE EX CO. z STA. 52+11.06 0 RIM EL = -31-73 THIS IS THE ONL Y:!,,'AIN LINE: FOR THIS RIM EL = 30.65± JE (N) 276 �j IE (S) 27.5 PROJECT THAT IS A DIFFERENT MA TERIA L IE (N): 28.25± IE (E&W) 27.00 ............. — ..... ......... -------------- -------------- ----------------------------------------------- ...... — SCALE Horiz. 1 :20' Vert. 1 :5' ---------------- - ---------- - ... ......... ... ---- -- -------- ...... SHEET 5-. wwP- fv- 37 ai �l 1113 , UL 4 7 :LL 17 3 0,9 1 C14 N rl- C'4 CN b Lu Oe LU Ln U 0 Lu Ln ce- af Lu E- Ir I 1 1+86 II 0+14 34LF 6"PVC/ 9 MH N0178' -E ,- - 4 931.21 G 0 E 8 PV - — - — - — - E 0 0+67 MH if -PVC/ CD 'I 23LF 6 6"CAP cl: E 0+18 25LF 6"PVC/. 25LF 6-PVC/ 0 eck — -- — -- E 6"CAP 3: 1 o 1 0+97 6 1 2+37 Deck I 25LF 6"PVC 4"CONC -PVC/ 'i 25LF 6 10 (u 4"CLAY < 0 < I 4J 1+64 22LF OF < 6"C-900 < CONNECT TO - 6"PVS W; 1+82 X < 38'LF OF 6"C-900 1+62 CONNECT TO 6 < 25LF 6-PVC/l 6"CONCRETE 1. 4"CLAY LAY EXTRA TO MAINTAIN POSITIVE zo GRADE F- t AS-BUILT CERTIFICATION SIDE SEWER MATERIAL I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL SHALL BE C900 PVC LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME fir OR UNDER MY DIRECTION. 23613 Lam CIA F.D. RINGEL L.S. 23613 DATE:— 2— 56+00 56+00 - -1 54+00 53+00 52+00 51+00 Of 55+00 a- - . ............ . .... 0.2 LT ..................... - .......... ---------------- -- ----------------------------------------- ----- -- ---- ----- 53+98,- 5�2- LT --------- ---- - - - . .. ..................... --------- ...... -- .............. .............. AiH 0 STA 56451, MH dl STA- 53-7- �� REMOVE EXISTING MH AND REMOVE EA7S771VG MH AND_ REPLACE WTH NEW 54 MH RIM EL = 35.-I4 33,44 REPLACE WITH NEW 54 RIM EL =1. 31.90 _52+119, 6.4 LT CO 01:STA < IE:10-(N) = 28.-2Q 28.09 35. 1E 10-(S) = 28.4a 27.99 IE 12-(W) = 27-Oa 27.41 REMOVE EXIS77NG CO-AND IE 12-(E) = 25-W 27.26 ...... . .................... REPLACE 107H NEW CO 35 -- ------ ---------- - ------ 'E- Flr(ff) 27.29 RIM- EL = 30. 65-E In Lli 1E 8(S) 27. 3J 27.31 IE 8"(At) 28.18 EXSTING SURFACE ELEVAnON Lli- — - — - — - — -- — - — -- — - — --- - — - — - — - — - — - - - - - - - - — - — - — 3& - — - — - — - — - — - — - C/) REMOVE EXISTING SEWER ......... ...... .... ... ............ �30 REMOVE EXISTING SEWER - REM IJ bi EX. SSMH STA. 56+56.90 -2149 LF OF 10" PVC ®00 ,,W 253 25. RIM EL = 33.34 .28% LF OF 8" C960 PVC @ 0.467- 199 ..... .. .... IE (N&S-) - 29;00 ... .............. ------------------ -- --------- ------------------------- - -- --- - -- --- ----- 2.5 ------- - EX SSMH STA- 53+9732: ---- ---- NOTE EX CO. z STA. 52+11.06 0 RIM EL = -31-73 THIS IS THE ONL Y:!,,'AIN LINE: FOR THIS RIM EL = 30.65± JE (N) 276 �j IE (S) 27.5 PROJECT THAT IS A DIFFERENT MA TERIA L IE (N): 28.25± IE (E&W) 27.00 ............. — ..... ......... -------------- -------------- ----------------------------------------------- ...... — SCALE Horiz. 1 :20' Vert. 1 :5' ---------------- - ---------- - ... ......... ... ---- -- -------- ...... SHEET 5-. wwP- fv- 37 ai �l 1113 , UL 4 7 :LL 17 3 0,9 1