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Home My WebLink AboutS-226229z 0 y a w a 0 a N Co N N z z a� N rainM mi 0 O zco a F" Lu Cc Q O0 z -� O Zcc � tu W �- =W F N Nc 4c Z Z > Q � N Z a SIDE SEWER REPLACEMENT N STA. 20 +76 LT. INSTALL SURFACE CLEANOUT NOTES: AT CURB LINE 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN MH #32 STA. 19 +96 5' LT, MH #33 STA. 20 +76 5' LT. ARE BY "Y' CONNECTIONS AND THUS DO NOT GUARENTEE INSTALL NEW 54' MH STRAIGHT SHOTS, FROM THE CONNECTION, TO THE BUILDING. RIM = 44.90 -+ REMOVE EXISTING MH AND THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL IE 8' SOUTH = 39.17 REPLACE WITH NEW 54' MH LIVE SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS RIM = 4524 SEWER AND REPLACE THEM FROM THE MAIN TO THE IE 8' SOUTH = 39.54 PROPERTY LINE. NOT ALL STUBS MAY BE ACTIVE. CB SOLID LSD 1'x1' IE 8" WEST = 39.54 RIM =44 -, 56 INV W =44.02 INV E =43.55 BOT =42.8 �\ _ Bh DG ,,1#'315 a° � o wz °� 00 LE H 3< Z �w V 04 3 a a m c E £ a� 'E ROW �E 6N o� a� i z O a& A s 8o S x v III V) 0 + 0 00 g° D . 'E ROW �E 6N o� a� i z O a& A s 8o S x v III V) 0 + 0 00 g° D . s 8o S x v III V) 0 + 0 00 g° D . CONC LLJ z S ASPHALT C) I- SDMH RIM =45.50 _ ,NV RCP SE =4239 INV 8 "RCP SW =42.75 INV 12 7RCP N =42.25 MH #28 STA. 21 +40 6' LT, INV 12" RCP E =42.15 BOT =41.1 REMOVE EXISTING MH AND REPLACE WITH NEW 54' MH RIM = 45,24 1 1 1 i o i IE 8' NORTH = 39.67 NAIL ELEV=44.. P, TBM 1A ELEV =' CHISELED SQUAR FLOCK 1 + i TOP BACK CURB N 1i 3 RIM =44.57 / '.V 9 "-I:l -. =43.5 i n i 1 11 ('.R QM4=44 #i' STA, 22 +53 2' RT, INSTALL NEW TYPE 2 (54 °) CATCH BASIN OVER EXISTING STORM MAIN (3,41± DEEP) INSTALL APPR17X 30 LF OF NEW 12' CPEP (WITH WATER TIGHT GASKETS) AT 027 INSTALL NEW TYPE 1 CATCH BASIN 12 AT PROPERTY LINE '14 r+n i in QT iru BOT =43.7 I FDjIR 'RC P E=4296- INV 8"RCP _ =42.6 INV 3" W =44, S° 1 INV W DIRT BOT = =4 _.1 NV 3" E =44 t INV �° W -44 CVd ( HR BOT BOT =43.? ~` BOT 343 4 44 #928 B G #233 E3LDG 1}919 RIM =45.24 & 235 13 LDG ;225 / BOT =41.5 / GR VE BLDG #231 1/2 1,(n& 229 ^� _1w HH- W .i _ 20 +00 7+ -- -- -�1» 6 W_ EV= 1.50 HH V, NUT ICV �� ICV KCC I!I { E 1 ° ;; ^`� 3&6 'D BLDG X100 / / /BLDG X232�� GRND % G 0,,i BLDG #230 40 k� �%� i 61 (vim N O DRAIN 1'x1' DRAIN i'x1' DRAIN 1'x1 ° '30 • f � ^/ ��7 �;�� / 10 RIM =45.35 RIM =45.22 RIM =45.24 CB RIM =43.98 14 l� N iz NV 3" E =44.90 INV S WLcE =44.5 INV 3" E =44.59 C� INV 4' STL E =42.7 \ o i �V2MH 4 =45.69 i INV 3°' W =44.8 BOT =43.7 INV S W =44.57 INV 6 "STL W =42.50 L X10 ! TOP LG IPE =37.04 BOT =43.9 N 1 ?8100 OT =43.6 BOT =40.4 i fj �) BOT =31. CB RIM =44.78 E 1341500' CB RIM= 4.77 INV 3"PVC N4j1= CB RIM =44,40 �4.2 g NV 3 PVC S =44.2 INV 6 "RCP E =43.53 INV 6 "RCP S`d�t =42.74 / r,v NV 6 'RCP E =43.5 INV 6 "RCP W =43.5 BOT =41.4 j C h / INV 6" RCP 43.4. BOT =40.0 J „ 30T =41.9 DRAIN 1'x1' MH #32 STA. 19 +96 5' LT, INSTALL NEW 54' MH RIM = 44,90± IE Z8' SL(ITH = 39.17 C 0 N V U MH #33 STA. 20 +76 5' LT REMOVE EXISTING MH AND REPLACE WITH NEW 54' Mh RIM = 45.24 IE 8' SOUTH = 3954 MH #28 STA, 21 +40 6' LT. 0 a iy) Z \-- FILLER CAP 0 ABAN? Q BLDG #226 aRAIN R1M =45.07 INV 3" W =44.5 INV 3" E =44.4 BOT =43.5 C7 ti REMOVE EXISTING MH AND qP�T Re --7-° REPLACE WITH NEW 54 MH oil ° RIM = 4524 FSSiovn EN° zIE 8° NORTH = 39.67 z °Iz '-+ W `I di ° [ EXPIRES 8/21/97 IE 6' WEST = 39.54 z z ¢ 4 F (i i a ? w ' ° H vIR oiRIQ U w I¢ ° IW ° I H F-- U 'S. ¢ 02. ... .... .. .. .... '' .... .... ........ ..... ... 0. ....... . d ...........--50---- . ... �.tA.... W ........,Q o-'.... ...... ...n . C°7 ....I ....... .X : :.� .E3 .XI0 ........ ......... ...................... c, w a w I� EXISTING GROUND cL a U F a i� X° X¢ CENT IN a-', a 4 a' a IL x w l oleo l <clr ¢ 5 ! 1_ AT .. 4 m y I 0 - °- - - - -M - -- -- __- _L- ____ _ -- -_ _ _ 0. AO. _, EXI_STING SANI RY SEWER _. 0L OOPV S @ - - APPROX. TOP CRPL #F 4: PVC :&S, 0.40% EXIST, B° S,S. - -- 660 PS SWD EXISTING: "P;PE.. LIhK" EL, X77 ..:..... PE Z o . .. 35 35-: . . . . . . . . . sTAI N _ c STEYEL BAND INSIDE EXISTING 3 SEWER INSTALL 80:LF 5' HDPE .... . N 5' HDPE TO BE SDR 32,5 (5563 INCH O.DJ S= 226226: INSIDE EXISTING 8° CONCRETE; .. D.6'..WITH A'PF.LX T CRPL #;2 ... ..... ............. . . PRESSURE FILL AROUN HIGH STRENGTH GROUT (MIN 3000 PSI) - - SCALE MAKE CONNECTION TO NEW MANHOLES C' 2 SWD PIPE Horiz. 1" = ;20' " 'g WITH STANDARD MANHOLE ADAPTORS " OR AS OTHERWISE APPROVED BY ' .............. . ........ 23+00 Vert 1 " 5 ....ENGINEER 20+00 21 +00 22 +00 SHT 12 of 14- 19 +00 oI SDMH RIM =45.50 _ ,NV RCP SE =4239 INV 8 "RCP SW =42.75 INV 12 7RCP N =42.25 MH #28 STA. 21 +40 6' LT, INV 12" RCP E =42.15 BOT =41.1 REMOVE EXISTING MH AND REPLACE WITH NEW 54' MH RIM = 45,24 1 1 1 i o i IE 8' NORTH = 39.67 NAIL ELEV=44.. P, TBM 1A ELEV =' CHISELED SQUAR FLOCK 1 + i TOP BACK CURB N 1i 3 RIM =44.57 / '.V 9 "-I:l -. =43.5 i n i 1 11 ('.R QM4=44 #i' STA, 22 +53 2' RT, INSTALL NEW TYPE 2 (54 °) CATCH BASIN OVER EXISTING STORM MAIN (3,41± DEEP) INSTALL APPR17X 30 LF OF NEW 12' CPEP (WITH WATER TIGHT GASKETS) AT 027 INSTALL NEW TYPE 1 CATCH BASIN 12 AT PROPERTY LINE '14 r+n i in QT iru BOT =43.7 I FDjIR 'RC P E=4296- INV 8"RCP _ =42.6 INV 3" W =44, S° 1 INV W DIRT BOT = =4 _.1 NV 3" E =44 t INV �° W -44 CVd ( HR BOT BOT =43.? ~` BOT 343 4 44 #928 B G #233 E3LDG 1}919 RIM =45.24 & 235 13 LDG ;225 / BOT =41.5 / GR VE BLDG #231 1/2 1,(n& 229 ^� _1w HH- W .i _ 20 +00 7+ -- -- -�1» 6 W_ EV= 1.50 HH V, NUT ICV �� ICV KCC I!I { E 1 ° ;; ^`� 3&6 'D BLDG X100 / / /BLDG X232�� GRND % G 0,,i BLDG #230 40 k� �%� i 61 (vim N O DRAIN 1'x1' DRAIN i'x1' DRAIN 1'x1 ° '30 • f � ^/ ��7 �;�� / 10 RIM =45.35 RIM =45.22 RIM =45.24 CB RIM =43.98 14 l� N iz NV 3" E =44.90 INV S WLcE =44.5 INV 3" E =44.59 C� INV 4' STL E =42.7 \ o i �V2MH 4 =45.69 i INV 3°' W =44.8 BOT =43.7 INV S W =44.57 INV 6 "STL W =42.50 L X10 ! TOP LG IPE =37.04 BOT =43.9 N 1 ?8100 OT =43.6 BOT =40.4 i fj �) BOT =31. CB RIM =44.78 E 1341500' CB RIM= 4.77 INV 3"PVC N4j1= CB RIM =44,40 �4.2 g NV 3 PVC S =44.2 INV 6 "RCP E =43.53 INV 6 "RCP S`d�t =42.74 / r,v NV 6 'RCP E =43.5 INV 6 "RCP W =43.5 BOT =41.4 j C h / INV 6" RCP 43.4. BOT =40.0 J „ 30T =41.9 DRAIN 1'x1' MH #32 STA. 19 +96 5' LT, INSTALL NEW 54' MH RIM = 44,90± IE Z8' SL(ITH = 39.17 C 0 N V U MH #33 STA. 20 +76 5' LT REMOVE EXISTING MH AND REPLACE WITH NEW 54' Mh RIM = 45.24 IE 8' SOUTH = 3954 MH #28 STA, 21 +40 6' LT. 0 a iy) Z \-- FILLER CAP 0 ABAN? Q BLDG #226 aRAIN R1M =45.07 INV 3" W =44.5 INV 3" E =44.4 BOT =43.5 C7 ti REMOVE EXISTING MH AND qP�T Re --7-° REPLACE WITH NEW 54 MH oil ° RIM = 4524 FSSiovn EN° zIE 8° NORTH = 39.67 z °Iz '-+ W `I di ° [ EXPIRES 8/21/97 IE 6' WEST = 39.54 z z ¢ 4 F (i i a ? w ' ° H vIR oiRIQ U w I¢ ° IW ° I H F-- U 'S. ¢ 02. ... .... .. .. .... '' .... .... ........ ..... ... 0. ....... . d ...........--50---- . ... �.tA.... W ........,Q o-'.... ...... ...n . C°7 ....I ....... .X : :.� .E3 .XI0 ........ ......... ...................... c, w a w I� EXISTING GROUND cL a U F a i� X° X¢ CENT IN a-', a 4 a' a IL x w l oleo l <clr ¢ 5 ! 1_ AT .. 4 m y I 0 - °- - - - -M - -- -- __- _L- ____ _ -- -_ _ _ 0. AO. _, EXI_STING SANI RY SEWER _. 0L OOPV S @ - - APPROX. TOP CRPL #F 4: PVC :&S, 0.40% EXIST, B° S,S. - -- 660 PS SWD EXISTING: "P;PE.. LIhK" EL, X77 ..:..... PE Z o . .. 35 35-: . . . . . . . . . sTAI N _ c STEYEL BAND INSIDE EXISTING 3 SEWER INSTALL 80:LF 5' HDPE .... . N 5' HDPE TO BE SDR 32,5 (5563 INCH O.DJ S= 226226: INSIDE EXISTING 8° CONCRETE; .. D.6'..WITH A'PF.LX T CRPL #;2 ... ..... ............. . . PRESSURE FILL AROUN HIGH STRENGTH GROUT (MIN 3000 PSI) - - SCALE MAKE CONNECTION TO NEW MANHOLES C' 2 SWD PIPE Horiz. 1" = ;20' " 'g WITH STANDARD MANHOLE ADAPTORS " OR AS OTHERWISE APPROVED BY ' .............. . ........ 23+00 Vert 1 " 5 ....ENGINEER 20+00 21 +00 22 +00 SHT 12 of 14- 19 +00 oI