Midwestern Engineers, Inc. Plan Preview

-8 99- I ( / - / / m l I i I --- / ------_ I I / / '*'- "' 1· \ ) / / "' 1, I I / - EX. SANITARY MANHOLE RIM: 894.74 INV (S): 885 . 64 INV (SW): 894.41 INV (E): 885.64 ITO BE REMOVED!--......_ / 7 PROPOSED SANITARY MANHOLE SA-3 STA: 3+66 LINE "S-A" RIM: 894.87± INV (S) 886.45 INV (E): 886.35 N.2252471 72 E.507512.43 CONTRACTOR TO CONFIRM EXISTING SEWER SERVICE CONNECTION IS ABANDONED AND 00 NOT RECONNECT TO I I I I I '( ----- PROPOSED SANITARY SEWER " I ' ' I / t/ _________ "- / PR O P O SED LINE SEG M ENT "F-A" SEE SHEETS 15-17 FOR DE T AILS. ---- I / •' ! ii I I ,;,, I I ' I I / I ,,,,_. - - - - " I ,�/ I I I I \ I I \ I i�� "it. I- <( en it ' w "' CD °" / ! I I ! / - - PR O P O SED 38 L F. of 2 4" F-679 PVC TOWN OF WATERLOO 31--06-03-405-001 SANITARY SEWER@0.10% SLOPE ; I / I ; I - -- -- - CONTRACTOR TO PROTECT EXISTING POWER POLES AND POWER LINES DURING CONSTRUCTION PR O P O SED 3 2 8 L F of 30" F-679 PVC SANITARY SEWER@0.60% SLOPE =---ct' CP -13 5/8" REBAR ELEV. 892.66 - - 0 0 + N -- -- - ---- --- --- 0 J, " I ?:, s, ':> / / 'lY "It/ 0 , < /-- / � I / EX. 12" SANITARY SEWER (TO BE REMOVED) ... I - � -------/ 0 0 + � -------- " "' ,,- � - r - PROPOSED 10 L.F. of 30" F-679 PVC SANITARY SEWER@ D 06% SLOPE (PROPOSED 30" SEWER TO BE SEALED WITH REMOVABLE CAP AND PLUG) / I ) ( I '1/, \ \ I I J SF \ ) SF EX. SANITARY MANHOLE , I 1 ASPHAL / PROPOSED SANITARY MANHOLE SA-2 CO NT RAC TO R T O REM OV E A N D RIM 8 91 16 ------- - ---{J -= :::5'::::,, -"' -0----0-�:---�;::::;---<'.J-_:�J-- - - • I IW�-00 � -- � -- -- - � NECESSARY TO INSTALL I I / -·· ....- ___.- � PROPOSED 30" SANITARY SEWER (BY OTHERS) (PROPOSED 30" SEWER TO BE INSTALLED BY DIV. I CONTRACTOR AND CONNECTED TO W./VTP HEADWORKS) _ -w- w ­ � w - -­ "�----"' -===---· ----' ----,, ----1C ONT RAC TO R T O C ON NEC T PR O P O SED MANHOLE SA-1 TO EXISTING 12" SANITARY WITH UP TO 25 L.F. OF SOR-35 PVC SANITARY SEWER TO MAINTAIN SEWER FLOW TO WNTP DURING CONSTRUCTION. (DIV. I CONTRACTOR TO MAKE FLOW SWITCHOVER FOLLOWING CONSTRUCTION OF WNTP MODIFICATIONS.) -------- � \ ,�- rioir'li"., • t ,lllf·.' - ••, • ·, . - '\I'·. .. I . . "' - ,r- I "-- I " 4+00 '-' I I I I < I I STA: 3+28 LINE "S-A" ' REPLACE CHAI N LI N K FE N CE AS I NV (E) 885 .00 .----- � PL ,_ l--,,f--/� ---,<��---\.-j ��� : - �;; _ ��; INE "F-A" - _ - - PROP O SED SA N I T ARY SE W ER TO BE REM OV : - / ,--------" ------ ,,_.-- l:::J PROPOSED SANITARY MANHOLE SA-1 STA: 0+00 LINE "S-A" \ "' \ \ \ "' "' ) L t / / / '� / / ) \ EXISTING SANITARY SEWER TO BE ABANDONED IN PLACE. CONTRACTOR TO FILL & SEAL EXISTING PIPE PROPOSED 2 98 LF. of 2 4" F-679 PVC SANITARY SEWER@0.10% SLOPE (114 L F THIS SHEE T ) /1" I , I , 1... " , I j '-., EBERLY KIM W & VlCKI KAY'-., j ! \ 31-0 6 -03--452 - 001 \ EX. 6" WATER hlAI H i ' I ' ' j ' INV (W): 886.31 - - - - - - _891_ ------· -------- / I INV (N): 886.31 " ® - --' • ------ / " " " 0 =± . -------- INV (E) 886.21 I ® " " " " ••.----:::::: " _:_ •--,-;,---, l :<---t--w--+- N.2252469.97 E.507550.41 w--w � ,--w--w--w w--w--w--w--w w----- CP-14 • / / ��-------------� 518" REBAR __.-. EX. 6" WATER MAIN .,,,..,-ELEV. 890.47 / CONTRACTOR TO MAINTAIN MlN!MUM SEPARATION d TOWN OFWATERLOO //' ¥ r - - 3 1 - 0 6 - 0 - 3-4 0 1 - 0 - 16 - _ - / - s<" DISTANCE OR DEFLECT EXISTING WATER MAIN TO - MAINTAIN MINIMUM SEPARATION DISTANCES -....._ (18" VERTICAL). EXISTING WATER MAIN DEPTH ASSUMED. / CONTRACTOR TO FIELD VERIFY AND CONFIRM LOCATION ( J A N D D \ FLEC T AS N ECESSARY SEE DETAIL. SHEET 26 I EX 12·· ,iA N I T ARY SE W ER \ - --"-. - - - /'" L (T O BE /iBA N D ON ED) I ---.... I EX 2'"/ d \ i GAS MAIN - / / I / / RIM: 890.85± INV (W): 884.24 c__,--- " --- " --- ,,___ ,- ·---" INV (NE) 884.14 N.2252455.60 E.507878.54 ) / / - / / EXISTING WATER MAIN DEPTH ASSUMED, CONTRACTOR TO FIELD VERIFY DEPTH AND MAINTAIN 18" VERTICAL SEPARATION BETWEEN EXISTING WATER MAINS AND PROPOSED SANITARY SEWER. WATER MAIN TO BE DEFLECTED IF NECESSARY PER DETAIL; SHEET 26 I I \ SPECIAL NOTES --- " --- " -- - C O N T RACT O R T O REC O NNEC T EXIS T ING SANITARY LA T ERALS T O PR O POSED SANITARY SEWER M AIN PER DETAIL O N SHEET 2 6 LINEAL F OO TAGE O F SANITARY LATERAL IS ESTIMATED AND M AY NEED TO BE FIELD ADJUSTED I � ' l � J / c1! / I / C O N T RAC TO R TO FIELD L O CA T E EXISTING SANITARY LATERAL & REDIRECT FR OM EAS T SIDE O F HO M E T O CONNECT T O THE PROP O SED SANITARY SEWER (LINE "S-A") O N WASHINGT O N S T . SANITARY CLEANOUTS SHALL BE INSTALLED A T ALL TURNS IN PROP O SED SANITARY LA T ERAL AND PER DETAIL O N SHEE T 2 6. C O NTRACT O R SHALL BE RESPONSIBLE FOR ALL PR O PERTY RES TO RATI O N INCLUDING, BUT NOT LI M ITED TO, SHRUBS. TREES AND FENCES. CONTRAC TO R SHALL C OO RDINATE PROPERTY ACCESS WITH INDIVIDUAL PROPERTY OWNERS AND SERVICE INTERRUP T ION SHALL BE KEPT TO A MINIMUM. PROPOSED LATERAL SHALL AVOID EXISTING U T ILITIES AND SHALL HAVE A M INIMU M SL O PE OF 0.75%. \ I \ \ I W.TCH LINE STA: 4+80 UNI! CONTD ON SHEET 5 \-�---��--- I - " / I I ' \ ------- I \ "' TOWN bFWATERLOO 3 1 <06-{) 3 - 455-000 ' I I \ I I j I I // ---------- --- - S.N 3 EXISTING SANI T ARY SEWER to BE ABANDONED. C O NTRACTOR TO COM�LoTELY FILL �XiStlNG $EWER WITH FL O WABLE FILL TO WATER T IGHi CONDITI O N. s.N. 4 CONTRAC T OR TO EXTEND PROPOSED SANITARY SieR\/IC/s LATi>RAL to PROPERTY LINE PER G>E T AIL ON SHEE T 26. PLUG SHALL BE iNS T ALLED FOR FUTUR� QONNEC:tll:JN I W, i __ ,_, ___ _. _____ ,-,, ----�-- REVISIONS LiNE SEGMENT "S-A" STA. 0+00 TO 4+80 �1---------------------------------...::.:..::....::.==�..:...:..:......:..:..:....::...:......::..:...:..:::.....:......:..::.________________________________ _JL!:::::==� w 00 "' " " ,o - : EX . SANITARY MANHOLE -..+--+--+---+--+---+--+---J--+---J--+---J--+---J -- +- --J --+- ---J -- + - ---l - -- ---l - -+ - ---J - -+ - ---J - -+.j EXCAVATED BACKFILL ABOVE PIPE g o , o--t- - -+- ---+-- -+- - --+ -- -+----+ - --+- - -+RIM: 894.74 ENVELOPE. BACKFILL COMPACTED i::c - 1 - �i---t-- � 0 ---t---+----t---+----t---+----t---+----t--+----t--+----+--+----+--{JOO FULL DEPTH STRUCTURE ·INV (S): 885-64 FULL DEPTH STRUCTURE TO 95% MODIFIED PROCTOR \ � � +- ---1 BACKFILL COMPACTED TO 95% l::c----t---t-----t- 1NV (SW): 894·41 - l1---j -- -t- - ---t-;::JBACKFILL COMPACTED TO 95% 1-i -- ---t---+----t--+----t--+----t--+ "' " ---t--+----t--+----t--+----t--+----t--+----t--+----+--+----+ MODIFIED PROCTOR (TYP ) _\_ -+---+-� I I NV (E): 885 · 64 -1--;---+----+ - 1--1 MODIFIED PROCTOR (TYP.) \ t:! � ---+--+----+--+----+--+----+--+----+---+----+--�---+- ---+ -J----'=f==F==+==F=- =CF__ : \\+--+----J- - =:I T ':' 0 ::: B = E :j: R = E =: M ':: O ::: V '[' E D ::I __+ -·-W----I--- _ J /-�=+===+==+===+=='-1--- -1--- -1-- I EXCAVATED BACKFILL ABOVE PIPE FULL DEPTH STRUCTURE EX. SANITARY M ANH O LE-.. \ <t: <( , I ENVELOPE. BACKFILL COMPACTED , - BACKFILL COMPACTED TO 95% RIM: 891 16 -H---+----+---+---li --+----+-� ;!: ---+--+----+--+----+--+----+--+----+--+----+--- t----+--+----t- \ I ©� 8 '1t=t=j==I=:j==r=:j1 s;::=:t=:=1==:t:==���=zih;;��-==1;;�;'A�-=-=-=��_::_::_::j�-=-=-=��-=-=-=��-=-=-=��_::_::_::j�-=-=-=��--'= T = O =j 9 f= 5 = % = ,= M =j O = D = IF = IE = D =f P = R = O = C =j T = O = R ==t=='--_ : \\' -- + - ----1 -- --\= M = O = D = IF =j l = ED = P = R =j O = C = T = O = R 'j ( = TY = P = ) =f= ='-- \--j - - ) l � NV � ( W ) J j 8 � 8 � 5 � . 0 � 0 = X � ---t--+----t--+----+--+----t--+ ----t -+- - -+----+--+----+--s-95 ,_ -_':.i_•_ ·:_._ _ jl _ · ·-·- .ti_ -_ i_ ,_ : __ tf. 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Inc. 802 Wes! Bro:,dwav Street P.O. Box 295 Loogootcc. lndian,1 47553 DATE MARCH 2024 DESIGN S.M.S. DRAWN M.M.C, Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 4 4 OF 35 FllE NUMBER 1 j/;f)2� 11 Do Not Use Plan Previews for Take Off