Midwestern Engineers, Inc. Plan Preview

/ I \ � / \ ) / ' ' I ' ' / I - HAMMOND, GEORGE 31-06-03--454-036 I \_ ...___ "' '\ \ ' I ' \ I MATCH LINE STA: 10+20 LINE CONT'DON SHEET 6 1 ' l EX. 8" WAT ; \ '\ -----+--+-+--I ' j 4' CONG. SIDEWALK l ' \ 10+00 \ '--._ \ $ EX.12" SANITARYSEWER" ' (TO BE ABANDONED) - ( I I \ -- -- - - I / (/ / EBERLY, KlM W. & VI CKIKAY 31--06-03-452-001 - / ( ) / / / / � I \ ) / --------1 ' \ \ / I / I '- - I / ) J I I / / / - / I / / - / "' / \ \ / PROPOSEDSANITARYMANHOLE SA-4 STA: 6+64 LINE "S-A" RIM. 894.91± INV (S) 886.85 INV (N) 886.75 N.2252174.26 E.507517.62 / - - '-- r =s c!I •" SCALE: t• - 20' ' 0 '10 "' ) - - -- 895- GIBSON, ROGER L. 31-()6..()3...4543 7 PROPOSED300 L.F.of 24 " F-679 PVC SANITARY SEW ER@ 0. 30% SLOPE (86 L F THIS SHEET) I I l I ! \ \ EXISTING SANITARYSEWER TO BE ABANDONED IN PLACE. CONTRACTOR TO PLUG& SEAL EXISTING PIPE / --- - 0 0 + I'- 0 0 + <P PROPOSED 298 L.F.of 24 " F-679 PVC SANITARY SEW ER@ 0.10% SLOPE (184 LF. TH I S SHEET) ' - a-" /0 / PROPOSED270 L.F.of 24 " F-679 PVC SANITARY SEW ER@ 0 .10% SLOPE / / "' 0 tu -897- - ...___ ( ,,.--ll,11-----lsn.a-'.-FI'----<- - - ----E EX � WA � R� JZf .,-1. --0i ""'"'--+_J _ w,-- -J.ll --w,-1---- /,,-1--'��J1_______ w--w w--w-- w�w = �--';;._.,, + / co ! '- 'f2i-- - - ·----=w----w, -f--w--w--w--w--w--w-w--w-- '- =--�-w--w--w--w-w--w--w--w --w, ·- -1---� __., -..._ -- co UJ +I ... 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EX.SANlTARYMANHOLE ...___ R�:�- ./ ) �2' 1,AJ!MAIN' RIM 89 4 88 -�'\ � ) _,/ / / EX.12" SA!fjTAW/ SEWER ---- / I - -893 - ""' -- - �, --- /, / (/) 0 UJ � z u.. :::J p I r o z .... o <( 0 ::;; UJ z -' -895__,,.. / / --- -- HIRE, VAN KIRK 31--06-03-455--002 / = PROPOSEDSANITARYMANHOLE SA-5 \ · /. INV(SJ886 78 STA· . 9+34 LINE "S-A" INV(Wr 887 27 / E' x. 12" SANITARYSEWER/ ) STONE CONG : . '-,. _ INV(N) : 887.27 / INV (N): 886.78 / (TO BE ABAND6NEO) I ' RIM: 896.44± ITO BE ABANDONED! r ( TO BE ABANDONED) / --.._ / EXISTING SANITARYSEWER jro BE ABANDONED! INV (W): 887.22 "- ',. ( f TO BE ABANDONED IN PLACE '\.. J CONTRACTOR TO PLUG& INV (N) 887.12 \ j ----/.. \ SEAL EXISTING PIPE I ( / ) / I I TOWN OF WATERLOO 31,-06.03-455-006 N.2251904.35 E.507521.62 / ,tJ,"'- y ) ' ' / \ ' i -- _____. ; I == - '\ " \ \ \ " " \ \ " \.�- '& \ \ / " \ HIRE, KIRK ( 31-06-03-455-001 \ \ \ I \ / \ I \ I \ '8,\ I � ( ( \ '---- - - - / ( \ \ ) � I I I I / / / SPECIAL NOTES S.N. 1 CONTRACTOR TO RECONNECT EXISTING SANITARY LATERALS TO PROPOSED SANITARY SEWER MA I N PER DETA I L ON SHEET 26. LINEAL FOOTAGE OF SANITARY LATERAL IS ESTIMATED AND MAY NEED TO BE F I ELD ADJUSTED. S.N. 2 CONTRACTOR TO FIELD LOCATE EX I ST I NG SAN I TARY LATERAL& REDIRECT FROM EAST SIDE OF HOME TO CONNECT TO THE PROPOSED SANITARY SEWER(LINE"S-A" ) ON WASH I NGTON ST. SAN I TARY CLEANOUTS SHALL BE INSTALLED AT ALL TURNS I N PROPOSED SAN I TARY LATERAL AND PER DETA I L ON SHEET 26. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROPERTY RESTORATION I NCLUD I NG , BUT NOT L I MITED TO, SHRUBS , TREES AND FENCES. CONTRACTOR SHALL COORDINATE PROPERTY ACCESS WITH INDIVIDUAL PROPERTY OWNERS AND SERVICE INTERRUPTION SHALLBE KEPT TO A MINIMUM PROPOSEDLATERAL SHALL AVOID EXIST I NG UT I LITIES AND SHALL HAVE A MINIMUM SLOPE OF 0,75 %. - -- - S.N. 3 l>XIS1 I NG SAN I TARYSEWER TO BE ABANDONED CONi RAC TORTO COMPbfT!ebY FILL ilX I STING SEWlaR WI THf'lOWABbE Flbb TO WAioRTIGHT CONDITIO N. S.N. 4 (;QNTRACTDR TO •XTENO PR0P< )S6DSANI TARYS�RVIOi, bATERAL f.l PRO��l'i'fY blN� PER DETA I LONSHE'8T26 PbUG i'IHAbb BE I NSTALLS[) Fi:lRF�T�Rffi t:dNNEGTl§N -- - --- - ·-· ---------- ------ -- ------ / REVISIONS LINE SEGMENT "S-A" STA. 4+80 TO 10+20 �..........................______________________________.:.:__.=....::,.=,.::_--=..:__.:....:...:_:_:...:....:.:..�.::....:....::....:...:....:.::..__________________________________ .1.!::::===:::::.1 w I z0� u !1 � � > w :, z0 i i > • § cl u� i, I i g l i �ffi < i ci: N > I A' g " <")� � Ill ....�o � -o ::�� LJ r;� = ;J:t < � •• " oo ; Q32� ... cu ,c; uj � " ' 9;;� �� 5N %1;; <o "' " " w 9 110-,-,--,--,-,--,--,-,--,--,-,--,--,-,--,--,---,--,---,------,----,----,----,----,----,--,-----.---,--,---,---,----,-------,-----.--,-------,-----.--,-------,-----,----,-----,-----.--,-----,-----,----,-----,-----,----,-----,-----,----,-----,-----ra1 0 r hl---t--t-- ---t---t--t----t--t- ---t--t---+--+---+--1--+--t---4---t---+--t---+--t---+--t---+--t---+--t---+--l--+--l--+--l--+--f--+--l--+--l--+--l--+--11--+---4 r Z oo---+---+---+---1 ---+-- - f--+--+---f--+--+---l--+--l-- --+-- -�-� 1 ---+--+---1 - --+-------' 0: - 9 01r·+-----+---+---+-----+---+---+-----+ � r --j-----t----j----j-----t---j----j-----t----t---+----t----t---+----t--+--+---+--+- -+---l--+--+---ll----+--+--l----+--+--l----+--+--1-----+--+--t----+--+--t-----+--+--+----+--+--+----+--+-< Z� O 05 -o o=i �--+----+ ---+- -+----+---+-----+<Cw1--a:::--+--+--t----l--+--t----+--+--+----+--+--l----l-- -l----l------l--+--+---l--+--+---l--+- -�--ll-----l---+--I-----J----l----l-----l----l----l-----+--+--l----+----l----l----+ ----l----l----+ ----l-----l- 22a:::1-­ �--+----+---+---+----+---+-----+a:::=io w --t---+- -+--1 - --t--+--t---t- -+- -+-----+--+--+---- l--+--+---l--+--+---l--+--+--,l---4---+--l---+- -+--l----+---+---1-----+--+--l------+--+- -l---+--+--+----+--+-- l----+ --� ww1-- z +- --+ ---�--+ - --l --l ---l---J r w u 0 --f-----+-----if--- --+-----if--+--f-----+-----if-----+-�;-;;'���-;;,;:;;;-;��� - 1 �'-----+---l�-+---l --+---l --+---l--�- - l --+---l--+---l--+---l--+---l--+---l -+---J---1-----J- --+---+--0 ---+--1---+- --+ <C<C <( u FULL DEPTH STRUCTURE - - �--+----+---+---+----+---+-----+ � � � � --t --t------1 ---�--t----' f ---t - -+--f---t .= BACK F I L L COMPACTED TO 9 5 % l+--+--- l ----+--+--l----+--+--l---- l---+--l---+- -+ -l---+--+--l---t-- -l- -+---f---l---+---1---1---+---l--+--+---l---+ (D ll. z ii: 9010-+-----+---+---+-----+---+---+-----+ X: wo =i--+- -+ --i---+--+--1-- - -+--i-----lJC... 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PROJECT NUMBER 2020073-00 5 5 OF 35 F1l£ NUMBER L{Lj/2_3 Do Not Use Plan Previews for Take Off