Midwestern Engineers, Inc. Plan Preview

/ / / / -1 I 6"PVC FLOOR DRAIN 427 / I I I •, \ . , TANK DRAIN • • 429 NEW MH101 STA: 0+00. RIM: 427.75' 48" DIA. SANITARY MANHOLE INV. IN: 420 .60', 6" PVC FLOOR DRAIN, S INV. IN: 420.65', 6" D.I TANK DRAIN, SW INV. OUT: 420.40', 8" E 8 45 ° FITTING 6 3 LFy of 8" PV N E�F/M GRAVITY SEWER FROM MH300A TO MH302A INSTAL LED BY DIV I OF THE THE WATER SYSTEM IMPROVEMENTS PROJECTS SDR.25 PIPE@ ) 1.00% EX. MH302 TO BE ABANDONED ro N v I i 1 I I �e,oooc�,oo,eMe> r I I 1 / I NEW MH302A (BY DIV I) STA: 0+00, RIM: 431.20' 96" SQ. CONG. MANHOLE INV. IN: 421.67' NEW 12" PVC NW INV. IN: 420.93' EX 24" SE INV. OUT: 420.93' EX24" NW (ABANDONED BY DIV. I} INV. OUT: 420.83' NEW 24" PVC NE (BY DIV. I) / I J I 1 I I I I / EX. 24"/SAN. P ABAN.,00NED I I I I I 445 I I / NEW MH101 STA: 0+00 RIM: 427 75' -l-----+-----+----1'-148" DIA. SANITARY MANHOLE , INV. IN 420.60', 6" PVC FLOOR DRAIN, S 435 _ INV. IN· 420.65', 6" D.I. TANK DRAIN, SW -l-----+------t--;---,' 1 NV . OUT: 420.40', 8" E is 43 c= u � 425 8" 45 ° FITTING 1 , ' ' ' p IN rJ. I I I I I I I I l I 1 1 I I \ I '2 ' EX. 24" SAN. TO BE ABANDONED Rl INV. 420.40' I I I I I \ I I I I I I i i \ I I I I I \ \I I I I I I \ / I I I I I I NEW 2" w 8 D I V. I ( I \ I \ J I ---1-1NEW SEPTAGE RECEIVING MANHOLE , (BY DIV. I) I I I I I v/ I ss I - I L.FT.ofB"PV C S □ R-26 PIPE@ 1 0 o / NE:w 12" F ' • D¼i(BY01v1) BY DIV_ (M -- \ 1 RANs --'-''---'� BY Orv·, ,____, I / I I T I r I • fr =-�� NEW E.Q. BASIN, I I I I ./ HEADWORKS BUILDING - & PLANT/ EQ PUMP STA. t l I 1 ' SEE DIVISION I, MEI PROJECT 2015078-01 ' ' \ PLAN No_1 I I ) I I �- - -�- - ! APPROX. 140 L.FT. OF GAS MAIN CAPPED (BY DIV. I) o, ' > • I I I I I I I I I I I I I I I I I I I I J /45• FITTING / I I C::::::::::J \ \ \ I ) I I I I I I I \ / / \ \ EXISTING GRADE l I I �CP-11 \ \ NEW 2'"WATER BY DIV. I PROPOSED GRADE� , • NEW 12" SAN - INV. 421 95' - INV. 430.50' ,,EX. 12" WATER Rl INV. 424.42' PROPOSED 12" FORCE MAIN TO OXIDATION DITCH 8" 45 ° FITTING PLANT PLANT/ EQ VALVE PUMP STATION VAULT r-+-+H WET WELL INSTALL 8" 8" 45 ° FITTING TIDEFLEX CHECKVALVE INV. 418.70' ' 420 20 L. T. of 8" PVC SOR 26 PIPE@ 00% 63 L.FT. of 8" PVC SOR 26 PIPE@ 1 00% 56 L.FT. of 8" PVC SDR-26 PIPE@ 1 00% 11 L.FT. OF 8'' PVC SDR-26 PIPE@ 1.00% 20 L.FT. OF 8" PVC SDR-26 PIPE@ 1 00% 20' O" 415 410- 0+00 , ' 63'-0" LINE INSTALLED --��­ BY DIVII 56' O" 1+00 LINE INSTALLED BY DIVI PROFILE No.1 I 11'-0" FIN. FLR. .JELEV. 414.33' \ \ I I � ----0: \ \ / I I 445 I I \ I I ·, o I SCALE 1" = 10' � 5 0 \ \ \ I \ ·o \ \ \ \ \ REVISIONS 09-20-23 l( &,;_,h_� 05/14/2021 440 0 435 ii '-------,c-430 .. HIGH WATER ALARM 420.33' :::J EQ PUMP ON 419.00' <( LAG PUMP ON 418.46' U LEAD PUMP ON 417.96' 425 (I) PUMP OFF 416.33" � 2+00 0 ,= 420 85 415 410 WASTEWATER TREATMENT PLANT­ PIPING PLAN & PROFILE © 202! Mid¼e,tern Engineer,;. Inc. SO� Wc..,1 llr<.>:,dway S1rcet P.O. l)o� 2Q.� Loogootw. Jndi,ma 47553 DATE FEB. 2021 DESIGN C.W.R. DRAWN Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 C109 18 OF 114 FILE NUMBER 42054 - Do Not Use Plan Previews for Take Off