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HomeMy WebLinkAboutS-22620Ca 9 a CO a SDMH RIM =45.50 N W N SIDE SEWER REPLACEMENT INV 8 "RCP SE =4� N Z no W 44.87 STA. 20 +76 LT. INSTALL INV 8 "RCP SW =4; R NOTES: NW 3"' wlM N 30.46 SURFACE CLEANOUT INV 12 "RCP N=4' INV SV C S 3020 AT CURB LINE E=4.9 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE INV 12 "RCP E - - OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE BOT= 41.1 SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN MH #32 STA. 19 +96 5' L T. CL ARE BY "Y" CONNECTIONS AND THUS DO NOT GUARENTEE MH #33 STA. 20 +76 5 L T. 15-6 3:: Z INS TALL NEV 54' MH REMOVE EXISTING MH AND 4'�C STRAIGHT SHOTS, FROM THE CONNECTION, TO THE BUILDING. RIM - 44.90E THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL REPLACE VI TH NEV 54' MH CONC MON W NAIL art IE 8 SOUTH 39.17 W LIVE SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS RIM - 45.24 IN VLV CASE 0 SEWER AND REPLACE THEM FROM THE MAIN TO THE IE 8 SOUTH = 39.54 NAIL ELEV= 44.5`J .40 PROPERTY LINE. NOT ALL STUBS MAY BE ACTIVE. CB SOLID LID 1'x 1' IE 8' WEST = 39.54 I Z 230 MAIN AVENUE SOUTH RIM -44.65 BLOC 14 pm O 231 1 2 MAIN AVENUE SOUTH W INV W = 4 4.02 INV 60M w 30.87 ',Z cc 232 MAIN AVENUE SOUTH 3':S'iEEL S 30. CB RIM =44.57 INV E =43.55 13 � � _ us 233 MAIN AVENUE SOUTH �- BOT =42.8 V 6 NE 43.5 W 235 MAIN AVENUE SOUTH RT BOT =4 .7 , = 3 237 MAIN AVENUE SOUTH `" 24 CW W 919 S. 3RD STREET BLDG #315 STRAIGHT ,.� 4 928 S. 3RD STREET CAPPED ca X O 1002 S. 3RD STREET W - BLDG #919 304 MAIN AVENUE SOUTH = A + 4c 315 MAIN AVENUE SOUTH W ® W/UG 1-- i O_ Z OC � W to, W WV LI N TO P cc 4c STUCK EL V= 2.2 Q RR W S (!') 8 „W a O i 0 00 o�► 8,.D .� o wcR W�o?4 W l G> "W ® , F-+ 'OE ~ O H Z CONC I e� I CV i HW ;a w R �"� a Z XCC RR q C i c 0 GRN D IG ;6 _ '5 E ASPHALT H m E U BLDG #304 r_ < CB RIM =43.98 14 © '` '�� *c INV 4 "STL E =42.7 Q co v Q � „ WMH F a� INV 6 STL W =42.50 I TOP i s s r r 2E 4 0 z> o Ir�l��ll� a Q 0 ,. AS -BUILT CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF A SURVEY FADE BY ME OR UNDER MY DIREC ZION. F.D. RINGEL LS. 23613 QATE: y V V L.-7 `i U r..� V U f✓, V r- - A r- ­2 V 1%4=0/ r M14 APP STA. Pi +4n W M N 30.34 BUT 0 20 40 1" = 20' S TA. AP +.5.7 INSTALL NEV TYPE 2 (54') CATCH BASIN OVER EXISTING STORM MAIN (3.4'f DEEP) INS TAL L APPROX 30 L F OF NE V 12' CPEP (WITH VA TER TIGHT GASKETS) AT 0.27. INSTALL NEV TYPE 1 CATCH BASIN AT PROPERTY LINE (E) 1 II INIIvI -_r•t. ZY J INV 3' W=44 INV 3" E =44 BOT= 4 3.4 )G #225+ 229 -%b WbAlkl RIM = 45.07 -�- INV 3" W =44.5 INV 3" E =44.4 BOT= 43.5 (__7 c T MH #32 STA. 19+96 5' L T. MH #33 S TA. 20+ 76 5' L T. �► MH #28 STA 21 +40 6 L T. 2 RIM 44.87 INSTALL NEV 54' MH REMOVE EXISTING MH AND . N�11/ 3"STEEL N 39.46 RIM = w A °"1 REMOVE EXISTING MH AND NW SV C S 30.29 IE B' SW TH = l !Pl iF- REPLACE VI TH NEV 54' MH REPL ACE VI TH NE V 54' MH 0 ° RIM z RIM = . _:_ _ zo o za W � IE 8 SOUTH = 9R.84 z IE 8' NORTH = -9{,.z z z .-� z Q" Q W z IE 6' VEST = 99:54 z z Q Q RIM 45.21 Q Q Q Q Q Q U> U U 0 RNLI 45.14 o z o v I A NW 8' PVC N 30.34 v I A v I A U A 0I tY 0 I �--, �, W W 61P C w 30.67 F- Q ►- 0 0 ° 0 ....................... ............................... 50... ............................... J .w -i �........~d .... ............IW-3%."EEL..S•30JM .......... ................... Q ce Q ....I ..� .............37.33 ........J �................._j . - ....... �I ...... ................50............. U > U f� C� Lj a �,,� . 10 - w � EXISTING GROUND a Q a. Q - - o° o I a a= /�T CENTERLINE a_ a a 3 QIoo aIoo aIm a c� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . ' I I ' _ W ice' ;�► .�,,,i•. . . ._ ---- -. . . : . " :45. - a Q Q Q I .. .. ... .........:......... :..... 0 ; ' s s ; REMOVE EXISTING SAKI TA R_ SEVER - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40. : . . . . . . . . . . . . . . . . . . . . . . . . .I... -��► .,.- - -- ---.: _ - -- -- --- - -- - - - - - -_ :�. . EXIST. 8' - : APPROX. TOP ERPL # � DO VC :S.S. 8 . . . . . . 243.71 . 0AdX - 66 -SWD PIPE: ......... ' ......... ' ......... ' ......... ' ....... . ' EXISTING: „PIPE - LINK" EL. 37.7 . :.... 35 ................................ ............................. ........STAINLE- SS�STE L• BALD- ....... .. .. .. .................................................................................................. ................35............. INSIDE EX' ISTING 8 "- SEWER INS TAL L 80 L F 5' HDPE : 5' HDIPE TD BE SDR .........:.........:......... ' ......... - ......... - ' - . .32.5 (5.56 3 INCH O. D. ) INSIDE EXISTING 8' U NCRETE - ......... ......... ...... ...:...... APPR�X � . ....- . ....... . ....:- - .........- : .........:.........- : ......... .........- :.........PRESS( RE- fLL - AROUND - 6./TH ....... T [)P C R P L #2 .........:. .... . . ..... . . . . . . ....... . HIGH S TREA TH GRDI T MIN 3000 PSI) IM�QKE CDWVY -CTIDN TO IMEV MAIIlIHOLES 51 1/2' SW:D PIPE :SCALE VI TH STANDARD IM�4rMF aE ADI4P. WRS E L . 38.5 : : H oriz. 1" = '20' : .........:.........:.........:.........:.........:......... :.........:.........:.......17R AS 17TH RVISE APPROVED .Br ....... .........:................... - Vert. 1" = :5' 10+00 Ei�IIV�ER �� ..................:.........:.........:.........:.......................... .... .........:.........:....... ..... .....:.........;.........:..... . . 21+00 n+00 SHT 12 of ) 4 It 0 If ROLL 1�9�.7 FR 3.2� ow s s • • •