Midwestern Engineers, Inc. Plan Preview

I , -------------- (§82;92 �---- �-'-.'.. NEW UV. CONCRETE STRUCTURE SEE SHT. P6.02 INV. 881.16' INVERT EL 885.41' �-:.:: ,.. - _________________ __,... , ------------------------- � ' ' , ' � , , , , , , , , , , • 64 L.F. of NEW 30" DI@ OUTFALL SEWER PIPE TO PARSHALL FLUME STR -- - - - ' - - - ---e_ - - - - '- ----- .. � ', T ---- --1�� �; >__ -�--� 0 t C2 . 0 4 N ' L---------------------------� NEW 60" STANDARD MH No2 TIC EL.892.10' N 2252 597.9357 E: 507993.0745 NEW e. 6" INVEL.887.00' NEWN. 30" INV. EL. 876.51' NEW$ M" INV. EL, 881.60' INV EL 885 oo· < I -----------------------ll I- I'> I I f � � II II II II 11 = ' II II II - 166'-0" 11'-2" 91 L.F. of NEW 30" DI@ OUTFALL SEWER PIPE TO CASCADE STRUCTURE - - - ] INV. EL. 885.36' 0 '='11 II II II II �',1 II II II n - - --e_ - NEW EFFLUENT PARSHALL 'FLUME METERING STRUCTURE SEE SHT P7.01 ',INV EL 885 05 .. I ' ' ' ' - n - ,-, ' ' ' - X NEWALUMINW<l HANDRA� (TYPICAL) NEW CONCRETE STOOP ( -NEW PEDESTRIAN GATE REQUIRED (REFER TO DETAIL 6 ON SHT. C2.06) - - TIE IN NEW FENCE .. ' I ' , , ' ' l " EXISTING�ENCE TOBE REMOVED / AND NEW INSTALLED AS INDICATED_/ ' ' ' ' ' ' , . / // �} ', \ ' \ \ v. \ ', , - \ ll ' , , '--' yi / : \ 30" INV. EL. 884.91' ' NEW METAL ACCESS ' NEW SAFETY CHAIN TO SPAN WAL K AT SAMPLING AREA _..::-===- .:::- -Y Vy i \ TIE IN NEW FENCE_/ i \ ' ' ' / \ / \ NEW UV DISINFECTION STR. EFFLUENT SEWER - PLAN VIEW SCALE 1" • 10' NOTE: 1. RELOCATE EXISTINGFLUSH HYDRANTS PER OWNERS REQUEST. \ I I NEW CONCRETE CASCADE STRUCTURE SEE SHT P7 02 NEW RIP-RAP • I I I \ \ \ I I I I I \ PLAN SHEET LEGEND � Existing Structures or Items to be Abandonedin Place I>( XJ Existing Pipe or Structures or Items to be Removed 000- Existing Contour Elevation I 000 I - Proposed Contour Elevation ep - Existing Edge of Pavement EP- Proposed Edge of Pavement @ - Existing Stone Approach @ - New Asphalt Access @ - �" ExpansionJoint Required 8 - Existing Stone Drive, Refer to Detail 6, C2.04 G) - New Asphalt Drive, Refer to Detail 6, C2.04 G) - New Concrete Apron, Refer to Detail 6, C2.04 0 - Min. 4" Engineer Approved Granular Base Required 0- Concrete Thrust Block Support, Refer to Detail on C2.06 (v - Grade And Seed Area, Refer to Detail on C2.D6 0 - Fill Structure with Sand, Refer to Detail 1, C2.04 �- Abandon in Place 1 / / Engineer Approved Compacted Granular Fill Required I PMV I Proposed Metering Vault c::J- NewCon cretePlug inExisting Pipe .fl.. - Existing Yard Hydrant >=4.<I • Existing Light POIQ .-----,----- ·�------"-------··------------------------------------------------------------------------------------------------------,,.----..,�------------------------------------------ ..... ---, 0 w Q'. -- -------- - - - ---------!'"' --� w---�--------- -- - - - ----------------· ------- ---------� �-� � -- -Cu -------------------------------------- -----1 _________w I'-: 2 � r.n_________ ----------------------� u (/)-:f ..,_J ------� � �-[': � � -- 905 l'.b {)o'.t; cnc:t l::':- -------------------------------------------------------------------- 1" ----------------------- 2 � - � a :Jo- -- - --- ----- ----- - - --- -------- - ------------ -1--��-j 895 ----- -- ------ ---- - -- "' -o <( -1..i..J w ---- .,,J U<J a.oo O --- - - --- ---�------- - ---� - ----�---------------------- -------- - - - ---- ----- ti - :a:: :a:: -,:: 0 <0---------- ------ - - -- - - - --------------1 --------------- x w uJ _w z o_____________________________ _____ _ _ _ _ _ _ 1 --------------�--- UJ Zz'.Z<( Z - --- -- - - - - --� -- - ------ ------ -- ------- --------e--------------------------,---,- ----w-------------------------------------------1 i r-- NEW ALUMINUM / STAIR ACCESS TO --- -- ----=---------------- - - ----- ----- - ---- - - ------------------------- I CASCADE STEPS ---------- � TIWALL EL 892 33' I / / NEW CONC PAC - 7 / - NEW ALUMINUM HANDRAIL B I I I (TYPICAL) � -- ------- - -- -- - --- ---------- �=====ll----t----- --t11'1 A t• --- --------+--------- --=---=----- ---11------1 7 ,/ ____ _ ________ t- ---------- --j �- ---= E c: X :.: IS ::. T '-. G,,,- R "' A _., D ,, E �---- H---Jl ri == i ---!f-1; / =' 0 ':'., _:1:'::;' t. / ;:::i- - -:=�;:;-;;;;;.--;;;-;��;::;--;;;;;� --- - ---- ------------ 1 - --& . . ...,'===""""==.-.....,,-�;;";:]=�-=- --------- --------------- 1 -- - --- 11/- / = / - 36"x 40" ALUMINUM GRATE --El..--!19:1c3-:l'= - -------------+----------/----------f-r-Jf--Jl-- lsc-111- -- L__ +--l-- =--"======--=------------------- ---1 --· -- ---- - , .. - - --�- . . . �--- -----.-.-- ---- --�=--+------------- 1 ,!____________ 1 --1-- tt--tl----tl -""� IFr= =="=l = ,- 1 _// '-- __c_o _v_ E _ R _ T _ O _ S _ P _ A _ N _ W _ O _ R _ K _ A _ R _ E _ A _______________________ I _890 .._ _ l'ROl"osH) U.V, P•akWL -------------- CbNCRoTE $TRUC1UR0 686.71' - f- - -�ESRrP e oa,� , ::------caaaalZ:-==a;l-:=, � � l§::,----- 1 \ --:/;:=. ==Ir, , , �' - - it-Hllr-------------------= Max WL = ---S87 -:l' • � 1--- +�� - h- • J I , ' I I ,-�\ ----------- . .... ·····················-$ I - at ·- 1 -------------------------- ---1 6 ', ,, ----"""-------------------- - - - - ----------1 ' ' �·"'-- . ,.. ... ' ' -s;,:·· .. EL. 884.80' " $ I/S t ep . . ..... . . 'S . . . EL. 882.80" , -------- - - - ----,-="""1N". v�E s" a"'_ I '= c1--- i ------------------------ -----ll- -l · -----+-----1 -------------------- 880 / EL. 885.41' -· l---- - l ---+ -� -- IN _ V _ 8 _ 8 _ 5 _ 05 _ '________ ______ ,-..��,_----------------,-'-- --------f---------- - ----------------------1-·l---t------+-+-----------------------------------------------� :l..c=====l--;t,, ..TIStep_=--···· · · � 875 870 © , t -- ----------- -0� - , ----- -+--' ,� ' ------------+------ ' , INV. 885.36,- J-- - l------l --s -------------- --- - - --------------------- 'Z\.==== l =�,l'Fi s' /S"" t �ep ��--------------------- 1 'VEL. 878.80' l ------==�B"0f'Ff'J'.. ::;,;=:�..:-::,,'' -------------+- ------------ - - ----------- e -+--------+- I $· � ----t r-b--8 76. -5 0�' - - --------------+-- - --- - ----- ----- ----------c--1 ---'N"- E.._w._,__I PARSHALL FLUME ' 1:1 \ +----------------------- - - -- -+-------�- -------------�- ---------!--- ---- · -· -· - · -· -· ·· -· - - - ------------------------ ------------ - - - ------1-----1--- - - -- ---t,J- ----'1 -----------------------------1 64l.F. of NEW 30" DI@ 0.058% OUTFALL SEWER PIPE , " 102 L . F of NEW 30" DI@ 0.058% U . V. EFF. SEWER PIPE TO CASCADE STRUCTURE , L WSL 874.0+ !-- ------------ ---- --------1c TO PARSHALL FLUME STRUCTURE 1 ' SEE SHT. P?.01 1' 1' 07-12-2022 NEW CONCRETE CASCADE STRUCTURE 865 -------------------- -- � -w--------- 1--'�-"--,----------------------� -6-��------------------------- SEE SHT P7 02 - 860 c � IQ� ------------- 1-------------- - -- - - --- ___a �_z._�_1.11___ _ _ __ --------------------- (") > <wco • --------------------------- . •-----:a-oe� '" ',- - - ---- -------- -------- ------------- ----- ' >.w :· _j 1------------ --------------=:, �-'= ttj...w_________ 3:- (/) -----------------· 3_)(_Q,_, > �- - -- ---------------- - ----------- z O wr!::: - -------- -- --·------------------------------- NEW UV DISINFECTION STR. EFFLUENT SEWER - PROFILE VIEW SCALE: 1" = 10' Hor iz 1"= 5' Vert. 900 895 890 885 880 875 870 865 860 REVISIONS BID SET 02024 !\Iidwest�rn Engineers. Tm·. 802 West Broadway Stre�l PO. Box 295 Loogootee. Indiana 47553 DATE MARCH 2024 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 P6.04 38 OF 126 I FILE NUMBER I 44028 Do Not Use Plan Previews for Take Off