Midwestern Engineers, Inc. Plan Preview

EXISTING GRADE TOP ll" CONCRETE.,,._ WALL EL 892.00'"'!"' TOP CONCRETE RAMP EL. 892.00' 'fl NEW GRADE EL. 891 1_!, O ��,; ' -�-;_-� _c-_-:-_':': _j;:"_'."_'."_:--_:--_:--_:--_j BOTIOM CONCRETE RAMP 'fl EL. 890.34' NEW CONCRETE STRUCTURE ---.Y 60 MIL VAPOR BARRIER TOP FOOTING 'fl.. EL. 887 00' NEW CONCRETE FOUNDATION TOP EX 8" CONCRETE 'fl WALL EL. 893.50' TOP 8" CONCRETE 'fl . WALL EL. 892.00' TOP CONCRETE RAMP 'fl . SLOPE 12: 1 EL 891 50' TOP FOOTING 'fl EL 887 00' PIPE BEDDING REQ'D (TYP ) 6" DRAIN PIPE, TYP. (PERFORATED UNDER FILTER AREAS) 4'-1O" 2 15'-0" (MATCH EXISTING) MIN 100.0' (MATCH EXISTING) NEW6" PLUG VALVE WITH LEVER ACTUATOR (2 REO'D) 8" (MATCH EXISTING) L EXISTING SLUDGE STORAGE AREA BEYOND EXISTING WALL. REFER TO SHT. No. P9 .01 �---------- -------------------------------------------- .... 'fl Tl EXIST. WALL INV EL. 893.50' 1 I I EXISTING GRADE SLOPE 7 . 7% - . •· CONCRETE FOUNDATION WALL, TYP. 60 MIL VAPOR BARRIER 8" 3'-4 11 TOP TRACK EL. 890.34' (TYPICAL) CONCRETE FOOTING, TYP. 18"wx4"d CONCRETE TRACK (TYP. ) 60 MIL VAPOR BARRIER 4'-1O" 4'-1 O" NEW SLUDGE DRYING BED - SECTION SCALE: 1 /2" - 1 '-0" NOTE· DRAINAGE AREA WITH PERFORATED DRAIN PIPE TO BE LINED WITH A60 MIL VAPOR BARRIER BETWEEN UNDISTURBED SOIL AND FILL MATERIAL. 3'-4"-- ---- 1 NEW6" DI 90, BEND (TYP OF 2) 18"w X 4"d CONCRETE TRACK TOP TRACK INV EL 890 34' FILTER MEDIA CRUSHED AGGREGATE ;.:y,',: . if.;.,- �i1:··', 1 :-z(;tfa.¢g ;)fff9Jfff�) �������� ". w>v>v)0 ;.( .<?<\ � /();? 60 MIL VAPOR BARRIER y"}§� 6" DRAIN PIPE 8" (PERFORATED UNDER FILTER AREAS) PIPE BEDDING REQ'D 6" DRAIN PIPE (PERFORATED UNDER FILTER AREAS) PIPE BEDDING REQ'D 60 MIL VAPOR BARRIER 6" PVC 45, BEND, TYP. NEW SLUDGE DRYING BED - SECTION 1 . 'fl Tl EXIST. WAL 7 INV EL. 893.50 'fl TOP CONG. RAMP EL. 891 50' 60 MIL VAPOR BARRIER EXISTING CONCRETE FOOTING NEW CONCRETE FOOTING TO BE CONJOINED TO EXISTING CONCRETE FOOTING SCALE: 1 /2" - 1 '-0" NEW6" l'LUG VAi.Vil (TYPICAL loACH Sib OF BAY) REFER fo PLAN VIEW SHT No.P9.02 TOP 8" CONCRETE A .... WALL EL. 892.00'Y NEW6" CLEANOUT CAP AND PIPE STEM TO GRADE REQUIRED NEW CONCRETE STRUCTURE NEW CONCRETE FOUNDATION TOP FOOTING 'fl. EL. 887.00' NEW6" D I. SLUDGE RETURN FROM SLUDGE DEWATERING (REFER TO SHT. C2.03) ···• 6" PVC 45, BEND (TYP ) FOR CLEANOUT TO TIE INTO SLUDGE BED DRAIN LINE . ·'"I, ' I . ;_ • · ·i<' t I c . ' . ,· . : . ,• 6" DI FORCE MAIN 'fl INV. EL. 886.00' ,• .. , ---- -- ------ -------------:'- ' •', . , . ,_ -. �:;::; . , I .. · · r·•-· .... .. - .. .. ,, •''",' " . • · .. · . .. y:·' - .i..-'. � • . . .. ,: ' ., .,· ;, :----.. •; '' - . ' · -� ,:, • t, NEW6" PVC TEE DRAIN UNE (TYPICAL OF 4 REQUIRED) TO COMBINE AND TERMINATE 6" DI 90, BEND 2 REQUIRED E;=$·· · ······ + TIW EL 892 00' EXISTING GRADE --- 6" PVC REMOVABLE CAP SET AT GRADE L EXIST/NG MANHOLE No.9 --- TIC EL 890 00' , r,- - • _-_1Em::§��--i5E-�- ""'=,-=-=,---- - -- - '·'''·°"': 0 -: 'A'< I I I I "'''1' �"' ·I I I I W/ I I I y� 1 1 I I (</.· I I I �'I / I '/..0 ; I I �"l I 'fl Tl FQU�DATION >$:;'' ( ( INV �L 1887 00' �'{ j I .... 'fl 6" PVC CLEANOUT ,-- INV EL .885 35' ( --- �] I I '!: '" ,,,1 EXIS� - 2" GRAVITY SEWER -- - �::.;;:::::.;.;·:.:_ ' ·. . I . EL. 884 95' L - - · , , - - _:. =� ¥.1''-t>MVITY SEWE � EFF. : PIPE. INV. EL. 884 . 85 ·,.. .... .... 'fl NEW6" DRAIN LINE INV EL 885 28' CORE OPENING SIZED FOR6" PVC PIPE AND GROUT SEAL OPENING AROUND PIPE PIPE BEDDING REQ'D 6" PVC90 °' BEND TO EXISTING MANHOLE No.9 6" PVC TEE CONNECTION REQ'D 6" DI FORCE MAIN ,--., EXISTING PLUG VALVE AT STORAGE BAY =----,-.-,,---,-,$,,,,.""""+--i , - - ---'ei --- - - - - -- - ' ' I ' .,_ ,·. •, ;, ,: . . . · . ,-. .. , . .::.· : � •' - - - ,,.,- ''. ' ' - •• • • A • ' - •., :. ', ,, • - - - ( � .. -� •' ... ' . ' - ... -o; "- �--- -· -'�- ·: .,,.·· • • e • • ..- ., �1 ' ',.\ ... .. ·- . ." - . . " .. -·' - . " . ' t ���: ___ l_1J__ l__________1__ '-·. ·- : .·. .' ..·.· .. -· . ' ' ' ' ' ' ' ' ' ' ' ' ' I _______j .,--- NEW CONCRETE FOOTING TO BE CONJOINED TO EXISTING CONCRETE FOOTING. STE. STRUCTURAL DRAWINGS CONTRACTOR TO REMOVE EXISTING90' BEND AND INSTALL NEW6" DIMJ TEE, RECONNECT EXISTING PIPE AND VALVE AS INDICATED ___ EXISTING6" DIGESTER ]¢ DISCHARGE TO SLUDGE - - 1 - DRYING AND STORAGE BEDS. \_ EXIST 6" DI FORCE MAIN EXTEND NEW6" DI INFLUENT PIPE TO NEW SLUDGE DRYING BED. REFER TO SITE PLAN SHT No. P9 .01 AT EXISTING MANHOLE No.9 --- 6" NEW DI FORCE MAIN NEW6" DIMJ TEE, TYPICAL 3 NEW SLUDGE DRYING BED - SECTION SCALE: 1 /2" - 1 '-0" I z 0 RE.YlSIONS BID SET 02024 Midw�s1em Engineer... Inc. 802 West Broadway Sir��, P.O. Box 295 Loogootce. lndi"na 47553 DATE MARCH 2024 DESIGN M.M.S. DRAWN D.AP . Q.C. CHECK W.AL PROJECT NUMBER 2020073-00 P9.03 50 OF 126 FllE NUMBER 44016 I Do Not Use Plan Previews for Take Off