Midwestern Engineers, Inc. Plan Preview

- - _ 9 0 9- / t:J€t<AL B COUNTY CE NTR AL SCHQ9t'." BUI LD ING COR PORAT ! ON ,.,- 31-06-03-45 � / ,/' / / ,,l / / / 7 t / / 7 if J I / / - _,f:, '6 I I I ,<1' / I I / l / (J, % \ I / a � I ) / I I / / EBER LY, K IM W. & V I C K I K AY 31-06-03-452-001 - �� �\ ! _/ I \ � l / I \ '--- 1 I --- / 4'CONC. SIDEWALK/ I / I LOC A TION OF E X! ST I N G W ATE R M A I N I S A S S UMED B A S E D UPO N I N FO R M AT IO N A T TH E TIM E OF D E SIG N CO NTRA CTO R TO FI E LD LOC ATE AN D V ER IF Y LOC A T I ON MI N IMUM SE P ARA TIO N DIS TAN C E (18" V ER TIC A L F R OM SE W E R: 8' HO R IZO N T A L F R OM OU TS ID E OF M AN HOLE TO OUTSID E OF W A T ER M A I N ). IF SE P ARA TIO N DIS TA NCES C ANN OT B E M AI NT AINE D, W ATER M AIN S H A LL B E D E FL E CT E D TO M AINT A I N A PP R OXIM ATE SE P AR AT I O N . / / / \ \ I I ) / - \ J / ( _,-- SCALE: 1 • "" 20' - - -- - -- - - I / --- S.N. 1 PROPOSED 439 L.F. o f 24" F-679 PVC SANITARY SEWER@ 0.30% SLOPE (108L.F. THIS SHEET) ---- - - 9()6- - - / - -- -- - EX SANITAR Y MANHOLE RIM: 903.27 INV (W): 888.87 / / I / SEE D E TA I L, SHE E T 26 FO R D E T A IL. INV (SW): 893.87/ PROPOSED 238LF. o f 24" F-679 PVC PROPOSED SANITARY MANHOLE SA-6 STA 12+34 LINE "S-A" RIM• 898.62± INV (W) 888.22 / INV (E) 888.12 N.2251904.36 E.507221 99 \ PROPOSED 300 LF o f 24" F--679 PVC INV (SJ: 897.77 I SANITARY SEWER@ o.20% SLOPE SANITARY SEWER@ 0.30% SLOPE INV ( E J, 888 .87 \ ) O (214 LF. THIS SHEET) O ITO BE ABANDONED! 8 / / g+ ) ( 'i' __,,.- 0 r1 __; 0 10 -- - ___________ 11 =-< __ _.- -! _ .-- _..,,,,. � / / - ? � -- f ��M:s: 9 �'.��RY MANHOLE � __ ,/' EX. 12" SANITARY SEWER __.- .-- ,.....- / � .-- ---- INV (W) 888.20 __ . - - U) r ===-== �==<=r-�, = �:�:aj;�:�� v,= t1--;7�� QlJG ;l)\5�i��;���[:),---�'�\---------�:�----------'(�------J \- ____ '---:::_:::::::.\_--::/(__:_J l � N V � � E � ) •� 8 � 88 �- � 20 ���----::::-1�=-� �==�� E ; X �- 1� 2 �" S � A � N � IT � A � R � Y ; S � E � WE : R l;;;=:-: ·:""1===m=----� 0 r- w (TO BE AB AN DONED ) W --...__ I T O B E ABA N DO NE D! ( T O BE ABANDONED) � W = OI ) ) = --- s m - --� ,---• \ s---w,----\",---�,---M e---+Ot--=-- - =--- =- - s , e-+--=��--- - � " -' _� - SAA SAN � ..-<( '.;; BOURGEOIS, BARBARA A. & DAVID M. 31-06-03--453-001 BLKT. PROPOSED SANITARY MANHOLE SA-7 STA: 14+72 LINE "S-A" RIM• 902 93± INV (W): 888.80 INV (S): 897.10 (INSIDE DROP) INV (E): 888.70 N.2251902.40 E.506983.60 ' ' AS PH A LT =·-===-,--===��"-::==' � - -- --- - SAN V � � PL - PL Pt - / " -+-- ,c - --�-- "' "' --- ---_ � 0 rL r, PL --- PL PL --- ,c -----,--- ,c --- ,c -/-�---',- ,c- -- ,c --- ,c--- ,c -+-- ,c --- PL PL Pl Pl. PL U) a::: w u. •-- --· -· - ·• -· ··- -� - • • .. - o:- ___,, Zo - / ·i" ,,---------_---:::-:::::- -- -----j-w -;j-'--= -------j �o �o ---- ---� -- I - ---- - -- - � '- -__,,__,,��-·· ---�--"��--w--w-- ,--.;s_____--w--w :;;z___,,�-w--w--w- -w--�,· �-,�w--w-'lr--� --w-+-a\---�w-- t: �---.._ - --� --w , - �- �w ---1 � � - ---"1r" - -:, if. --- � GAS GA$ � z t- --- -- - - EX . 8" WA TER M A I N - EX. 2" GA S MAIN ..J (/) - ----- - j:::�:".��:::s=�=====::;;;;;;::::;===���:::::::: "' ==�:l:=i==========-:=· ·= 7 � , � <( ..._a. � / 1 /=-=--- =-- --------, == !:'-',!;0N" "" �M c., �K \_\_\-;:/ i- (---+�����-,,,--___ -�--��=-;::::::;::: "' = ::::;:::A[L- ,� - � � ___ _ _ _ �, MS ---m- , _ - lfl \ EX I STING SANITAR Y SEWER ......-•v.w,. f -- E X IS TI N G S ANI T ARY S E WE R 0 <C \ TO BE A B AN DO N ED IN PLAC E . - - .......... \ TO BE A B A NDO NE D I N PLAC E . z / CON T RACTO R TO PLUG & \ \ I � \ I I j'/ o' � ' ' CO NTR AC T O R TO PLUG & \ SEA L E XI ST IN G PIPE ' - - / " I I I � I I 31 K !=� E 3 ; , A 4 C -O K 14 ' 1 60 cf � :: I SEA L EX IS ( T I N G PlP E CON TRA C T O R T O CO NN ECT EX I ST ING - - " "\AJ-V -, I I o, 10" S A NIT AR Y SE WE R TO P R OPO S ED '-. \ I I <( « . - . ,:.....' -. . - . .., . .. ·� .. �- ' � " \ I --J:!:: ' HAM M OND , G EOR G E 31-06-03-454-036 ,..,,......,. \ I ,____ I SPECIAL NOTES .f i I, M AN HOL E . CONT R ACTO R TO FIELD " I I I ' ' w I I VE R IF Y D E PTH A T CO NNE CTIO N A ND -. ..:. e 3 8 1 e_ 0 R 6 T _ 0 , 3 N � 5 N 4 c_ 0 v 1 s 3 . \ '! / / ' -= �=L�SIDE�OP I \ I 11 "' "-- l I / EX W A T ER i lN ----, I \ � \ \ I - BAR NTHOU SE, TAYI.OliL\ 31-06-03-454-035 l I I I ( I I CONTRACTOR TO RECONNECT EXISTING SANITARY LATERALS TO PROPOSED SANITARY 11 ( SEWER MAIN PER DETAIL ON SHEET 26 LINEAL FOOTAGE OF SANITARY LATERAL IS , ESTIMATED AND MAY NEED TO BE FIELD ADJUSTED. f---+=c=.____c:c::.c__c_cc.cc:.c_==.c.::.=.:..:.:=.:..:.:=:.:..::=----------------/-"i ) ,) / I ! J \, \, / // / I , \\ \ / J I / / I I I I ( \. S.N. 2 CONTRACTOR TO FIELD LOCATE EXISTING SANITARY LATERAL & REDIRECT FROM EAST SIDE I OF HOME TO CONNECT TO THE PROPOSED SANITARY SEVVE:R (LINE "S-A") ON WASHINGTON ST. SANITARY GLEANOUTS SHALL EH, IN$fAbU,D AT Abl TURNS IN PROPOS�D SANITARY , ; LATERAL ANl:J P6R biEfAIL DN !lHEEf 2<1. CONiRAGTOR SHALL Bi1 RESl'ONSIBLE FOR ALL j OWNER§ ANti SERVIGE INtERRUPTlbN SHALL BE K�Pt TG A MINIMUM PROPQ$�D bAt�RAL SFl_ llLl_ A�IQ Exi§'fJN\J �Ji\,i_i'l§_s A_Nb SHALL HAVE,/,. �IN)Mli_M SLbPE OF 0.75%. PROPERTY REilTORAflON iNf::LUtilNO, BUT Nc;it LiMIT�D ic;i, sH�UBS, TREHS AND l'�NCE8, � GONfRAC-iOR BHAbl ij(j()RIJiNATE i'RtlP�Rn' AGG1i$S VvlTH 1Nti1\11iSUAL PRD�i'iRTY I . - - " S.N. 3 EXISTING SANITARY SEI/VER to BE ABAND6NED. ObNTRACTOR Tb COMPLETELY FILL ' , EXISTING SEWER WITH FLOWABLE FILL TO WATERTIGHT CONDITION. l S.N. 4 CONTRACTOR TO EXTEND PROPOSED SANITARY SERVICE LATERAL TO PROPERTY LINE PER , DETAIL O :: HEET 26. PLUG SHALL BE INSTALLED FOR FUTU :: C� ECTION j ' � -- a • 0� /����������- � 3 I I \ =�-� ,)· --� � --- ! I / / I / / - --. DAV IS , CHER YL D 31-06-03-454-012 i ©a w I "+ . j 1 / / '\ l '��-" ' -+-- "-�-- -�-.../� " l "+i ·- �- -' r \ \ I "-', \ I / -.,_ I � J J J ' ' � � /\ 9aG ) � � ' J ' J ,___ 1 I I , , � --I.. - ,,, 1--1 I / I , I / D AV ID SON, B R ETTA. 31-06-03-454-034 \ \ I I I I I ' ' ' "" \ ':J I \ G IBSON, R OG ER L. 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I ..,.... co 5,, W --+--+--+--+----t--+--+--+ --+----+--+--+----;--+--+- - --+--+----t I O- -�� W+----l--l--l---+-----l--l---+--r--1- --1� � � � >� > � � � � >>--+---+----+---+----+----+---+-----+--- ------ ----+---1------;- -+--+----i- ---+---+� W+ <CZ n.:;;(!)(['.Z_Z n �(f)�zz <CZ -� ::::i ...._ � LL � _J- $75-l----+--+----Jl----+--+----lr--+--+---r--+--+--r-+--+--r-+--+--+--+--+--+----+--+--+----+--+--+---l---l---+---l---+--+---l---+--+-l--l----+---l----l!---+---l---,-J!---+---i---+---+--+--r-+---1---+--+--+--+--1-;J75 ' 15+00 14+00 13+00 12+00 11+00 � < 0 �oc w > HORIZONTAL SCALE 1"=20' LINE SEGMENT "S-A" STA. 10+20 TO 15+80 3/15/24 BID SET C2024 Midwestern Engineers. Inc. S02 We,;t Broadw:iy S1re.:1 P.O. Bo.x 295 Loogoo1e<:. lncli:ma 47553 DATE MARCH 2024 DESIGN S.M.S. DRAWN M.M.C. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 6 6 OF 35 I FILE NUMBER L/'-/ /2 2_ I Do Not Use Plan Previews for Take Off