Midwestern Engineers, Inc. Plan Preview

\ \ \ I I \ �\ \ I I \ \ \ I I \ \ ---------- I I \ \ \ \ \ \ I I --f '---- \ I \ \ � \ \ \ \ j l ( I \ \ \ \ ® I \ ,,----- ' I I I I I II I I I I II I I I I I I I I I I I I I \ l '-;{-1/ \c - -,,/ -:,1 )'t- ,' 'Kf c,/'✓ _,/' , ,,. 1 , , i. Jr , 1- ,r r· 826-......... -· --a2s -- -B24-- --- cc--- cc--- ( \ ' I \ /l I I • I I \ I / \ I \ I I I I II I I I I I I 1 / I I I if I I I I II I I I II I I I I I I i e======= A� ',\ \ \ \ \ ',, •\ ' ' ' ' \\ \ ' ' ' ' ' ' ' ' ' '' ' ' EX. LIFT STATION BUILDING CORE EX.WET WELL FOR PIPE PENETRATIONS. SEAL WITH LINK-SEAL j EX. WET WELL FOR ,..,_ - 4" DIA. PIPE IN EX. WET WELL _,·,�d "' < cl �j"- ,�-,1 .J ! �- 1" ?:'_fFy''07'�'7 P I T er-� ,_ �,- - "" , �-d C:-1 J- ,-f K:J. ......;fiCACL • , /4_ ___:J. d 35'-0' .....,. - j / I I \�__\_,_____,_ , ----�-_j_"��--_c_--, / STRUCTURE LOCATION SCHEDULE ITEM NORTHING EASTING DESCRIPTION 1675855.206 3030815.206 EQ BASIN - BTM. CENTER, WEST END SL-2 1675855.206 3030870.206 EQ BASIN - BTM. CENTER, EAST END SL-3 1675872.619 3030765.426 CONTROL VALVE PIT - CENTER SL-4 1675873.702 3030824.210 E.Q OUTLET STRUCTURE - CENTER \ BENCH MARK AND CONTROL POINT SCHEDULE ITEM NORTHING EASTING ELEVATION DESCRIPTION TBM-1 1675857.291 3030714.463 824.58 TBM MAG SPIKE IN PWP / CP-1 1675793.097 3030709.686 822.12 GP%" REBAR CP-2 1675925.618 3030871.644 825.03 CP ¾" REBAR �N ro \ 1 - - C - P- _ 3 _ + _ 1 _ 6 _ 7 _ 5 - 93 _ 1 _ . • _ 8 _ 6 _ -f--- 3 - □ - 30 _ 6 _ 1 _ 3 _ .0 _ 6 _ 1 _+--- 8 - 24 _ _ _ 53 --f-- - - C - P _ M _ A _ G _ N _ A _ IL __ -j 1 CP-4 1675718.846 3030657.568 823.21 CP MAG NAIL / \ / 0+32 6 CP-5 1675280.845 3030821.523 844.12 CP½" REBAR CP-6 1675343.541 3030699.078 837.66 CP½" REBAR \ \ \ L , - � -- ,- J; ,J - L- -- ---- Rl /- _, -----,- Rl - _ -�.,, / Rl o ----- , L- e, - 9 -�- ';\ - o -,:- , - � , --� 'fc_, ,, ,_-________ , ________�/. ;;:_ _____�______________ ...__,-�---------'r-----�----- ro cc--- 30'-0 " PROPOSED E.Q. INLET HEADWALL SEE DETAIL, SHEET 7 6" SDR-26 � 4 I I I -830-829-828--- - 827- 830 l-.------+---- l829ll------ 828 ' ) 827 826 \ 825 -++---1/'.,_____ --+---l824}-----+-+- 4 4 --- 4 PROPOSED 30 " SQ. E.Q. OUTLET SEE DETAIL, SHEET 7 4 "' 823 822 821 820 ....,,,.. cl 4 " PERFORATED PIPE w/ GEO SOCK DRAIN LINES !<J 4 UNDER BASIN (TYP.) , SEE DETAIL, SHEET 7 _7{ - -"r - - -s ' -0 "- -g cl Nro \ ------------- NN ro SL-f 4 - - NEW 350,000 GALLON EQUALIZATION BASIN BTM 820.0' H.Wl. 828.0' BERM 830.0' 4 I 4 - 1 '-- - 0 " --- - ---��cl AERATOR ASSEMBLY w/ RESTRAINED MOORING (3 PT) SEE DETAILS, SHEET 8 4 - ! 823 \ "' \ 6" THK. CONG. BOTTOM TO ELEV. 822.0' OVER 8" No. 8 STONE --1---+---------+---ls2sl------+--+,;==';';;c;=;-;;c;"C--./ 18" THK. BENTONITE ---+-J---------+--./-18 821 263\-------f--1/7CLAY SIDE, ----1----1-- - - - - - --J---'--feine - - - - - ,£--f---l ELEV. 822.0' TO 828.0' 827 w/ 6" TOP SOIL COVER I I 828 829 "--------+ ---/i 83ol--- -- _ _.. 830 ---+-+-------i-----lB29}-----l----1-----� \ 828 \ 827 826 \ 30 '-0 " \ / .,, -----++-------�----1 825:h,-----'---l----------t.,,.:'- ---- "'--�--+-�- ---�---�--.-�---�- ---�-<--�---a.---- �-f-- ,- �_/ I 0+70 1+31 1+50 6 6 6 '----------= \ 4 ' O" \ \ d d \ d d 21'-11 " \ d d d .,, \ \ \ 8 '- 0 " \ \ ' ' ' ' \ \ " \ \ \ PROPOSED CHAIN LINK FENCE SEE DETAILS, SHEET 9 I \ I \ I \ \ \ \ \ \ \ / \ .,, \ ' \ \ 1+70 6 \, \ ';\ 1� ,,, -�- ---- A ,. ,...,____ \ EQUALIZATION BASIN \ ------ \ \ --837-:i \ SITE PLANk REVISIONS BID SET (ti 2023 Midwestern Engineers, Inc. 802 Wes! Broodw.iv Street P.O. Bo� 295 Loogootee. !ndinnn47553 DATE SEPT. 2023 DESIGN R.D.W DRAWN M.M,C Q.C. CHECK PROJECT NUMBER 2022111-00 5 5 OF 23 FlLE NUMBER 43318 Do Not Use Plan Previews for Take Off