Midwestern Engineers, Inc. Plan Preview

41' - 8" EFFLUE N T WELL W I TH GR A TED CO V ER CO N CRETE U. V . STRUCTURE SEE STRUCTUR A L DR A W IN GS U.V. EFFLUE N T P I P E EL. 885.41' T/W A LL EL 892 33' IN FLUE N T WELL CO V ER W I TH A LUMI N UM GR A TE 8 92.33' e----1-----11---'>( ' ' ' L________ SER P E N TI N E WEIR TO P WE I R EL . 888 .71' ------------ N EW U. V . EQUIPMENT r ------------ ------- - ---------- INV. 881.30' �� f ', 886.16' 9 t::::: - i "' t - T - �M.iiEicc:i H i1 A liNii 1cC: A Ai LLJJ<oJi1NNTT --- tt��=E: : WITH RESTRAINED 9 FLANGE ADAPTER REQ'D -�--r��� I m ' 4-----!--............i-1 _. _ - ' 8 92.33' @I----- CRANE BASE 8 86 .1 6 ' U V DIS IN FECTIO N EQU I PMENT P ER SPEC SECTIO N 1123 4 8 92.33' ' ' -,- -----, ' ' ' 892.33' 8 8 5.33' MECH AN IC A L JO IN T W I TH RESTR A INED FL AN GE A D A PTER REO'D T/WALL EL. 8 92.33' '$ -·· T/SL A B : EL. 892. 3' ·-W .,,::..��-. ' . , ' ' ..._,... .. I EXIST IN G HYDRA N T TO BE RELOC A TED AN D RECONNECTED TO W A TER SUPPLY LINE .. N EW 30' D I EFFLUE N T SEWER TO METER IN G STRUCTURE -----j---- -------------,f-+----t-�---,f-----------------��--------+--ffi-- -- ------ E P ' ---------1----------------------- 0 @) 6' - 0" 2 6 '-6' a. 1 8 92.0 ± r\ ':CD � 6 7' T/W L E L . 8 2.33 . ' \ 0 TUR N ING P O IN T N : 2252597.9357 E: 508061.7054 f��l•H•N•H•H•��- �-H•H•H•H•n•�•�••1•H•H•HHt-a�•••••H•-•QHHm•••• •••••••••a�••••••••••••� ""i-�- • NEW 60" STANDARD MH No.2 T/C EL. 892.10' 5 892.0'± N: 2252597.9351 t C2.04 35. NEW E 6"�N� 0 JC. 9Js� :ig,___,_____,_____________________ .L_______ E P -----j�------�-== - = ---=-= - -= -= - -�-'.:· ·- = - -=-� === -:".--� -=- --=n· NEW N. 30" INV. EL. 881.31 ' I g ] 4----+- 11 L.F. of NEW 30'' DI@ 0 058% I < "' � i "'·""-""- "' - : \ " I , " I I 891.2'± EW S 30' INV EL. 88 1. 6 1' ' . ' 8' • . I , --- 1 2'FM -------- \., -----.----f------------- -tt����� IN � V � . � 8 � 8 � 4 . � 6 � 7 ' ;::;::;::;::;::� 8 ,� , F � M �;::��;::;::;::;::;::;::;::;::�======1l�b�[l _:: __: __ = __= __= __= __=_= __= __ =_=__= __=_: __: __:_: __ ]j < P RO P O�E \ A : PHAL � DRIVE N ' I - 1= 88 5.� - - -� \ � ·1 } ' N EW GRI N DER UNIT (DETAIL THIS S H EET) " 8 91.15'± I\ I �-_j891.15'± Q_ © a. w TO EXISTI N G A EROB I C --• I 2'FM I- D I GESTER T AN K N o.1 (REF. TO SHT P 2 03) - ---- - - - - N EW FILTERI N G -----------EQUIPMENT STRUCTURE • I \ / ;i<s--_j 891 15'± 3:"' 0 ' I : 1 i •1 I '\I I < I I PLAN SHEET LEGEND: 000 - Existing Contour Elevation j000 I - Proposed Contour Elevation ep - Existing Edge of Pavement EP - Proposed Edge of Pavement 0 - New Asphalt Drive .ft - Existing Yard Hydrant � U'l - Existing Light Pole - M - - Gravity S. I • • I - Forcemain "' I I I I ,-.-------- 15'-11" --------- NEW GRADE EL. 892.0± T/W A LL EL. 8 92.33'EI) . ..... I •• • • .. •• ... ' ·- .. • •• ' . • '" . . .. . . . • . . . � . " .. • • . . • • .. . . . - . N EW EQUI P ME N T ' • '•. P A D ·, . . . . . . .. . • . . . '• r • ' ' . . . .,,, . . • .. . . .. . ·.. · . ..� . . .. • .. . .. . .. • .. . �· . . • .. . ... ... . . . •• • r - ·� 26' - 6 ' J DAVIT CRANE _.•,J' .. . 8 92.33' CR AN E B A SE 6 MI L V APOR BARR I ER OVER 6' COM PA CTED GR A NUL A R MATER IA L N EW CO N CRETE STRUCTURE, TYPIC A L N EW ELECTR I C A L ROOM �------- N EW 1 8 " FM FROM NEW P UM P ING ST A T I O N (REFER TO SHT C2 03) 8" 0.1. FILTER MEDIA STRUCTURE EFFLUENT ... . , . ...-- -- - ______ , . .. ,.. .. . .. T/WALL · $EL 8 92.33' 6' E N G IN EER APP RO V ED COMPACTED MATERIAL REQ'D 30' ! N FL. P I P E� - EQUIPMENT ACCESS SECTION VIEW IN V 88 1.30' ·- I · -·-·· SCALE: 1 /4" - 1' - 0" < I I i fu i I i : I ----- ------ I l. _lltiMJ_______ - - I ( jlll••• i"6"FM�···-· � - •• .. : i � i Ii ! / ,l."V \ 1)1 ,.. -- ____________________________________________._..... I N EW 6 ' D.L FORCE M A I N < I ' \ I / FROM PUMP STA. No.2 (REF. TO SHT. C2.03) N EW 8 " FM TO B A CKW A SH H OLD IN G STRUCTURE (REFER TO SHT. C2.03) < I \ : i < I I \ : i < I I i : i < ' I I I I • NEW UV DISINFECTION STR. - SITE IMPROVEMENTS PLAN SC A LE 1' = 5' 24' C L FRAME AN D COVER H -20 TR A FFIC R A TED CO V ER (TWO REQ'D) ---�-----------�---·-----------1 4' �11 H I 2000 GALLON PRECAST CONCRETE HOLDING TANK I 2" P VC F.M.TD EXISTING �=:::i ... DIGES TER T A N K N o 2 (REF. S H T . C2 0 3) - - - - - - - - - - - - - -++--4--'- 2 -----"' ___________________________________ ] --,--,------------------- - P6.02 NEW GRINDER PUMPING UNIT SC A LE: Y , " = 1' - 0' ----------------------------------- ---------------- . 2 4 ' 0 CO N CRETE SECTIO N S REQUIRED TO GR A DE __......_ T/T AN K EL. 8 92.33'$ .. 8" 0.1 FILTER MEDIA EQUIPMENT EFFLUENT ... '----7""' 8" D.I. FILTER MEDIA EFFLUE N T P I P E I N V. EL. 884 53' _.,, •• ' B/T AN K EL. 8 79 6 '$. . ., .. , . . . -· . ' . . � . . . · . : . :,..•--: ... ·,-.� ---.-.•: .. SLO P E GROUT F I LL TO PUMP AREA .Y.." I FT. - . ... , · .. . ., . .. · ,: .... :: . . ·�::· . ··:· . �-- :;-· . ' I • • 1 ' \ \ '\ I\ ' \ I \ \ f-1 . ' I -- ' . - ,. . . . . . , . P UM P REMOVAL GUIDE B A R(S) . 2" PV C F.M.TO EX I STI N G {'J.�F=::::, .. DIGES TER T AN K N o.2 (REF. S H T. C2. 03) • ... . . . 2' PLUG VA L V E 2' CHECK VA L V E N OTE . I N ST A LL VA L V ES A BO V E DESIGNED WATER LEVEL 30' (LE V EL) 2 GRINDER PUMPING UNIT DETAIL N OT TO SCALE • REV I SIONS BID SET c2024 Midwes1�m Engineers. Inc. 802 Wes! Broadwav S!r�et P.O. Box 19S Loogootee. Jndiana 47553 DATE MARCH 2024 DESIGN M.M.S. DRAWN D.A.P Q.C. CHECK W.A.E PROJECT NUMBER 2020073-00 P6.02 36 OF 126 I Fll.£ NUMBER I 44030 Do Not Use Plan Previews for Take Off