Midwestern Engineers, Inc. Plan Preview

�i � ··•; \� s, AND RETIR EX. SEWER MAIN cture -(6a) STA: 9+43 LINE "8�1nch ,:582.60 D EPTH:7.90' IN:5 7 4.80 N F R OM S tructure -(6b OUT:574.70VVT H 4 . ructure IM:592 ASING BY BORING WITH, INED JOINT PVC. SDR-26 LATERAL WITH TRACER ASI LS AND "'"'½"'4'!.1:1.4'..Q[8'' PVC. SDR-28 PIPE@3.32t% Pipe -(7) (3 I/ IN:5 ure -(6ci) I/ OUT· ure -(6b) ROSS HATC IN PLACE TO BE LED WITH 19-09-36-200-009.000-014 P R OPO S E D EA S EMENT No. 1(621 LF.) '"'�·· •..;,a·-· ·--� - �•" (6e} STA: 2+85 LINE "8-lnchGravity Sew 4 D EPTH:7.17' 6 70 N F R OM S tructure -(6� 0 S TO S tructure -(6d) ,:662.23 D EPTH: 5.78' C. : 1113296. : 3064278. ½"R 'of 8" PVC. PIPE@ Pip chGravity Sew IN:657.20 N F R OM S tructure -(6g) OUT:65/.00 S TO S tructure -(6e) 113319.98 E.3064379.94 8-lnch Gravity Sewer Main Relocation Profile 675.71 D EPTH: 7.9 0 ' l:669.46 N TO MH 8(EX. S EWE R MAIN TO R EMAIN) OUT:667.81 E TO S tructure -(6g) CO R E DR ILl. EX. MANHOLE 113521.40 E.3064318.51 tructure -(6g} STA: 0+37 LINE ''B-!nchGravity Sewer Main Relocation" R IM:668. 9 1 D EPTH: 5.91' INV IN:663.20 W F R OM Ex. MH 7 INV OUT:663.00 S TO S tructure -(6n N.1113522.08 E.3064355.13 """"'"""' jREUSE Ex. MH 7 STA:0+00 LINE "8-lnchGravity Sewer Main Relocation" i R IM:675.71 D EPTH: 7.90' Structure -(6f) STA: 2+40 LINE "8-lnchGravitySewer Main Relocation" r iNV !N:669_46 N TO MH B(EX. SE\f\JER MAIN TO REMAIN) R IM:662.23 D EPTH:5.78' Structure -(6d) S TA: 4 + 49 UNE "B-fnchGravity S ewer Main R elocation" S tructure -(6e) S TA: 2+85 LINE "8-!nchG ra vity S ewer Main R elocation" IN\/ IN:657.20 N F R OM S tructure -(6g) INV OUT:667-81 E TO S !ructure -(Gg) CO R E DR ILL EX. MANHOLE R IM:611.87 D EPTH:4.71' R lM: 643.64 D EPTH: 7.17' INV OUT:657.00 S TO S tructure -(6e) N.1113521 .4° E.3 o 54318-51 70, □ -:al'.'""-------------r-------------"!""------------,------,INV IN: � - R OM S tructure -(6e) i=,---IINI/ IN:636.70 N F R OM S tructure -(6D l",--------j-l.!N�.j_ 11LJ1[.:l 3:2,31Jj9!J .9i!J8!JE f' .:lJ 30)£64� 37l.§ 9!J .9� 4!..,_________-r-___.J-----------r:f----:1:,'DO l I Iii!\/ OU 607.16 'TO S tructure -(6c) \ ll�V OUT: 635.50 S TO S tructure -(6d) LL. ! _ i I 5 9 o,..; � �- ------- --- -----------------+ ! ---- - - · ------------� : ------ - · ---- -- � - ·· � · ·_-_- � ·=:.-=.:-=.-=.-;;-;:,:.:-:::.-;:,-;11'.:,-;:,;;;;:;::-:::.:-:::.�· ·· ·_ - ..;:: N :; .1 ;:: 1 :a 1 :,: 31= 1 ;: 2 ;:: . =· �-=0= 6=4 :; 3 :: 8 ::, 0. ;;' 2� 6_______________,..,. ----\•w---- N.1113 2 76.38 E.3064370. 22 I l\ --·------- --·--·---- --- - - � --- "' E " x" 1 s "' T "' 1N " G " s "r"o" N "' E "" L "' o"'T "' . c"'o"' N "' T "' R " A "" c"'r"o"'R "' T "' o"P "' tA "c" E � 6 '"'' o"' F "" N " o -_"' 5 3"',--1 -- /7-EX l STING GRADE ---·H· - - - - · ··- - -� �90 68()-:i--- --· ------ -=---�.,.-,,=---=�-�--�-�--,' --��-----1 S tructure �(6c) S TA:5+89 LINE "8-!nchGravity S ewer Main R elocation" ,_ ________ . . . ·-·- ____ --------- -- .. ·- .. - - -.····· - - ·· - ··- - --.,. . .._, _ _ _ __,. _ , ---· . _ --··· _----l,--'f-- \ -------11--- __ STONE OVER INDOT N o . 8 BACKFILL STONE IN NEW TRENCH . 1 !, 7-====--=::::::::::::J.l:_ , 7 . _ 'H , ' -------:£--680 670-:t----------1 R IM:582.60 D EPTH:7 90' ,,___ INV IN: 588.33 N FROM S tructure -(6d) - ·· ·· · ··-· .... - - -� -al 70 · - ·- - · - S tructure -(6a) S TA: 9+43 UNE "8-lnchGravity S ewer Main R:elocatio,1" R IM: 592.73 D EPTH:6.17' _ \ - _ _____ -· ·· · ·- - - · - · · j 4-. 3' 1/ 1,,:h, ___ .....,. � IN\/ IN:574.80 N F R OM S tructure -(6b) INV OU': 586.56 s TO S tructure_(6b) \ .. _ ?lL.. = ..= .J,- -·=�"= , --= · _; 0 == =.... J--· ""�=·'" �-- - • ..... ! , :60 66 :o:-+-----------,H INV OUT:574.70 WTOEx. MH 4 -- · --N.1112973.33 E.3064388 .28 \ \ - :iF 1 / 65 , .o:-+------- - - - �• -- J N fi.! .1 l1 ! 12 � 6 l,l 1 ,ll 9 j .2 :.1 1 J E s-· 3 �DJ!S� 4 :2 39 � BJ! . B§J 9 L_________.....,___ ,l_--1';'5c;;1"-'�' e; _ t � ur � e = - � ( � 6b ; ) ; S � T � A ; : �7; + 7� 3 � L � l � l"!, � - E :;; " ;; 8 _ :;: ln ;;: c ; h � G � ra = vi :i: ty ;; S � e � w ;: e :;::,;;; M ;.; a ::; in :=; R ;;: e :i lo � c ;;: a ;;;l i � on ; " :i.::1:'.___1--_____ - -- ·· · ..., ---·-- ··-·---- -·-·-· ...._,,_ ------ --t-·- ---�\- \ ______ ··--- ·· - -· ··· - -· --..-- -- ---·--- - ---..,·- ·- ----·• - --� _,..,- .,, / - - - -- .� - - --- � o �) of 8" PVC , SDR - 26 _, . . .,....... ----.. ···-------+----+�- �-��SO 64Hl'--------+-------+- 1 --------------l----- � R IM: 584.62 D EPn<· ""' 1 ·' H·--,1--------------+------'t - ·-·· _ _ ------+----------3 _ 5 , ___ 1 -.':" �""\ I (.,_ PIPE@2.85% J ; :<7'iof 8" PVC, SDR -26 :-6 40 6 31 D-'F'------------l-------'-l ___________________ l-----1-�:�� w �;b�����':����u�:(�;) TAIL S HEET 4 __ ······--··· l-- ____\ __,,__ ____ ____ �{_-· ---�- ,J_,....-- , \ ,::1,\- j Pipe -(3) I - �: � �/ 259% :-530 l INV OUT 575 48 S TO S tructure -(6a) , \ _... i I \ r ' j ..L' • 62 o -' - - - -- - - ----!------+- --------------+ --- -+· K11127B9.09 E.3064392.18 >-<--.,_____________ 1 j 1.S ______.,_,...._.. •.• _... :, - \:: w:�B@" :�<;; 4 �� R-26 __________,,____ . . ! - ------· - ·------t-------+------,:l:-5 : 2o =�======.:...,-,-----------� _ 1 -- - \ / .,- I I - -' Gi<>-'E- _ ----- --·-·--------+---- ·-··-····-- v= Exis Ti " NG - G - RA - D - E -- -- -·· - -· -· - ----- --•---l• - · ---·-- +-----------+ , , ------ 1 - 1 ' -· - ·- -- - - -- · - -=�-=-�-----�- - &=- -----· ( --- --------· - "-��; VIDE �;� - C - RE _ T _ E - +�- N - C ��;(_ S _ ) --+- - - - b P � i p _ e _ - � ( � 4 )�---.. 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MH 7 � --- . - 58: -1 ---. ,,.- - - L - -r- ----- -- - - � --- - _ � ·t .-f1 -- -- -- -�----- i --- ·-· : ---·- 140').of : · PVC, SDR�26 --- -- _ Pipe -( _ 5 � ----< - - -- _ -- _ INV OUT:663.00 S TO Structure m (6f) 1--------�------3!::--5 ... 80 57: · '-'" , 1 f 1 • __ _ _ ' _1 1 ; 184,/J'l 8 ,� 7 :�;�� 2 2 :, t-- ,__. -t----------\-\ ____ �-�-�------t:----- ___ -·- ___ --· � �:\ 6) BA B % . ______ -"·--•-- - .-•• __ w•~·--------·--------------+ ---------- - - "" .,_m"_____ N __, · . _ 1 _ 11 _ 3 _ 5 _ 2 _ 2. _ o _a_ E _ .3 _ 0 _ 6 _ 4 _ 35 _ 5 _ .1 _ 3 _ ----------------➔ : -. --·-- _____..,, __:-5J O 5 3:0:-3: ·----+--\+-------+-------+---------!--+------ --- ---··- Pipe -(7) (3)1-----·· -- ------\ +----+ -------------+---------------+--------------+----- - - -------- - -- -- --�- ---1' - -----:E-6:so �• W,> ' ' l i --· ss, □-.:;:...· ___..,___.... . \+------1-------1--1--· - ---+--,.-�---1-------+ 1 _____ -+__\...,____ , l f----------------1 l ------+-· ----•--1,-.-,--- �-- --- ----+------+------+-----+------1------+ ! ____ ..;:c...,;:s 10+00 g+'so � 9+00 s-1-' 50 s+)o t+'so 7+'oo 6+"5o 6+'"00 s+so s+· oo 4+"so 4+0o 3+'5o 3+:.o 2+"so o+uo ' l ' ' I 2+"'00 1+" 50 1+' 00 0+- 50 j./ � ..I,\ HORIZ. SCALE1"-40' 24 f 8" PVC S O R 26 \ WILLIAM J AN D MY R A CUMMIN S VERT. SCALE1"=40' ALLEN R. CHOATE �. ' - ;!I ,P-JQ;!_ of 8" PVC, SDR -26 19-09-36-200-009.000-014 PIPE@0.41% - PIPE@0.40% \ 19-09-36-500-007.000-014 Pipe_(8) j p·,", e _ 1 7) (2) EA S EMENT No. 2(347 l.F.) P R OPO S E D EA S EMENT No. 1(621 L.F.) 'coNNECT NEW6"GRAVITYSEWER � :=?=Ro=v=1=o=e=c=o=M=p=L=eT=s=c=o=N-c=R=E=T=E�� LATERALTO NEW MAIN SEE REUSE Ex. MH 4 STA: 9+67 UNE "8-lnchGravity Sewer Main Re!ocatiori" R IM: 583.7 6 D EPTH:9.16' INV IN:574.60 E F R OM S tructure -(6a) CO R E DR ILL EX. MANHOLE INV OUT 574.21 S(EX. S EWE R MAIN TO R EMAIN) N.111 2 617.3 5 E.306437 2 .61 l:;:�CASEMENT TEN(10 ) FEET EACH RELOCATION PROFIL" THIS SHEET �\NAYf=ROMH-11=: CENTERLINE OF THE ._ I! l§_EE CONNE=CTION DETAIL SHE::::T4 DITCH\=ORsco u _ �OTECTION. Sl-=I:: DETAIL SHEE"W41 ill GENERAL NOTES: 6-lnch Sewer Lateral Relocation Profile LINE "PR-A" STA. 52+57 LOOKING SOUTH OPEN CUT PAVEMENT OPEN CUT MIN.12'-0" STATE HIGHWAY ! I MIN. 12'-C" STATE HIGHWAY - I MIN. 2'-0" COUNTYROAD I MIN. 2'-0" COUNTY ROAD GRADE \ f,•,··· ,, x:;•Xf •• ',;> <•j'' . ,. . �,- - z z � !o � !o ..,. ..,. • I ' ' 1. CONTRACTO R TO G R OUT S EAL ALL NE\111 S EWE R PIPE PEMETRATIONS TO EXI S TING MANHOLE S \11/ITH NON-SH R INKING G R OUT. SEE S PECIFICATIONS. 2. CONT R ACTOR TO CAP/PLUG EXISTING G R AVITY SEWE R EFFLUENT PIPE IN S I D E OF EXI S TING S T R UCTU R E (MH 7) UPON COMPLETION OF R ELOCATION. CONTRACTO R TO CAP/PLUG EXISTING G R AVITY INFLUENT PIPE INSIDE EXISTING ST R UCTURE(MH 4) UPON COMPLETION OF R ELOCATION. 3. EXISTING ST R UCTU R E S (MH 5) AND(MH 6) TO BE R EMOVE D TO A MINIMUM OF 18" BELOW G R ADE. Fill VOID A R EA WITH COMPACTED GRADE "B" G R ANULA R BACKFILL MATERIAL. TOP 12" TO BE TOP SOIL IN EXISTING GRASS AREA. TOP 6" TO BE INDOT No. 53 STONE IN R OAD SHOULDER A R EAS. SEED AND ST R AW DI S TU R BE D A R EA A S R EQUI R ED. 4. EXISTING 8" GRAVITY SEWE R MAIN BETWEEN EXISTING ST R UCTURES(IIIIH 4) AND(MH 7) TO BE CUT CAPPE D . AND FILLED WITH FLOWABLE Fill AND RETI R ED IN PLACE. EXISTING GRADE � 3 ![ORE PIT15' WIDE x 40' LONG x 8.5' DEEP 1 � ,� 2i: \ 63 I � \ ,J I i 62 [ ?ONNECT NEWS" LAT: ERA � TO f\lEW 8" SEWER MAIN -- ' 600-- 1 \ 59� ' 58 4., • I 57 --- - • , 7. 2 '' 7.0' I I _,- - - ''""" ', " I I ITT ci "''" b :"' U) 9.9' ' .....___ 5.2' ' ' RECEIVING PIT5' Wl DE x 5 ' LONG x 6.5' DEEPI 3 ' � x 0 QC � � " 4.4 • \ \ � - - CONNECT EXISTINGSE\i\l"ER LATERALFROM HASENOUR RESIDENCE WITH38' OF NEW6"PVC, SDR- 26 SEWER LATERAL BY OPEN CUT PLACEMENT WITH TRACER WIRE. INSTALL LATERAL CLEAN OUT. SEE DETAlL SHEET 4 i - j I 1 . . - 30 ;--620 10 36'of 6" PVC, SDR -26 OD PIPE@16.57% -- :--,90 Pipe -(22) :a o '-EXIST/NG WtTER MAIN ' · 70 HALL BE RESTRAINED _/ MAIN S JOINT P CASING 3' BEYO L STEEL CASING PIPE PER SPECIFICATIONS 5. CONT R ACTO R TO COOR D INATE WITH ELECT R IC UTILITY P R IOR TO T R ENCHING WITHIN 5 FEET OF POWE R POLE S . 1+20 1+'o0 r I O•Oo � •5o -1•00 • HORJZ. SCALE 1"= INSTALL 56 LF OF 12"X0.25" WELDED VERT. SCALE 1"=4C' STEEL CASING BY BORING WITH. 6" IPE WITHIN THE AND SHALL EXTEND TO BE BORED ND EACH END TYPICAL ROADWAY BORING SECTION DETAIL 6. CONTRACTOR SHALL CLEA R THE LIMIT S OF THE P R OPOSED EASEMENTS OF ALL WOODY VEGETATION NECESSA R Y FO R IN S TALLATION OF TH'c NEW SEWER P R IO R TO S TA R T OF CONST R UCTION. THIS CLEA R ING S HALL OCCU R OUTSI D E OF SUMME R ROO S TING S EASON AN D WILL TAKE PLACE BETWEEN OCTOBER 1ST AND MA R CH 31ST 7. CONTRACTO R OR BIDDER S SHALL NOT Be ALLOWED ACCE S S TO PROPOSE D EASEMENT No. 1, D UBOIS COUNTY, IN PA R CEL 19-09-36-200-009.000-14 P R IO R TO ISSUANCE OF THE NOTICE TO PROCEE D . THE OWNE R HAS NOT YET OBTAINED RIGHT OF ENTRY TO THI S PARCEL. CONTRACTO R AND BIDDE R S MAY ACCESS EASEMENT No. 2 WHICH HAS BEEN EXECUTED. INSTALL38' OF6" PVC, SDR-26 SEWER LATERAL BY OPEN CUT PLACEMENT WITH TRACER W!RE. SEE DETAIL SHEET4 94' ol 6" PVC, SDR -26 PIPE@19.04% Pi p e - ( 23) j IRESTRA\NEDJOINT PVC, SDR- 26 SEWER LATERAL \f\/lTH TRACER WIRE, CASINGEND SEALS AND CASING SPACERS ON8' CENTERS. BID SET @wn. f.1idw.c,tern Englnc�r�. ln�, 802 we�, Broadwt'Y Strett P.O. B1..,x 295 l.cOjOOtce, 17dhm:: .;.755} DAYE I I NOVEMBER 2022 ii . DESIG� J,W,W,/E.K o P, K.J.G./M.K.W. Q,Co CHECK 2021092-01 3 3 OF 4 fllE NUMBER 43198 I Do Not Use Plan Previews for Take Off