Midwestern Engineers, Inc. Plan Preview

' I / I / / ;!I /� / RUSH, MICHAELP. & McCLISH. KASPl[)Y 31-06-03-38�t4 J I "' 'I \ / / / / ' ' __/ _,.. -,,---------�--,-�. �--.-·· ·---o-- ·-------·------------.., \. ---------- •"' --------'----�--'---"'""--------------------------��"- .9o $ \ I , SPECIAL NOTES \ / S.N 1 CONTRACTOR TO RECONNECT EXISTING SANITARY LATERALS TO PROPOSED SANITARY \ SEWER MAIN PER DETAIL ON SHEET 26. LINEAL FOOTAGE OF SANITARY LATERAL IS / ESTIMATED AND MAY NEED TO BE FIELD ADJUSTED. I I , S.N 2 CONTRACTOR TO FIELD LOCATE EXISTING SANITARY LATERAL & REDIRECT FROM EAST SIDE OF HOME TO CONNECT TO THE PROPOSED SANITARY SEWER (LINE "S-A") ON WASHINGTON ' -- / I \ MATCH LINE STA. 33+40 LINE CONT'D FROM SHEET 9 / PERRY.PAULA. J. & JOHN 31-06·03·381-004 I I J ( ( ST SANITARY CLEANOUTS SHALL BE INSTALLED AT ALL TURNS IN PROPOSED SANITARY LATERAL AND PER DETAIL ON SHEET 26. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SCALE: 1 • = 20' " ----1r-----'; ' r " - - CONG. --- / - ---- ec--- ec--- ,--- ac--- "---1 \ PROPERTY RESTORATION INCLUDING, BUT NOT LIMITED TO, SHRUBS, TREES AND FENCES. ' CONTRACTOR SHALL COORDINATE PROPERTY ACCESS WITH INDIVIDUAL PROPERTY 0 " --- " --- " --- ,--- ,--- \ I , , I / " --- " --- " --- r I OWNERS AND SERVICE INTERRUPTION SHALL BE KEPT TO A MINIMUM. PROPOSED LATERAL SHALL AVOID EXISTING UTILITIES AND SHALL HAVE A MINIMUM SLOPE OF 0.75%. r -soa_ e)---�---o ------- RUSH. MICHAELP & � _..--- McCUSH, KASSIDY r1. = / 31-06-03-380-015 \ c:::; :: ----- ----=------s,•--->-- -s11,1-:::;;:::,�'�™ \_ ' l ,_l---- --1 --EX. 8" WATE R MAIN \ ' \ \ \ \ ' S.N 3 EXISTING SANITARY SEWER TO BE ABANDONED. CONTRACTOR TO COMPLETELY FILL EXISTING SEWER WITH FLOWABLE FILL TO WATERTIGHT CONDITION S N 4 CONTRACTOR TO EXTEND PROPOSED SANITARY SERVICE LATERAL TO PROPERTY LINE PER / DETAIL ON SHEET 26. PLUG SHALL BE INSTALLED FOR FUTURE CONNECTION. "--- �..L'- " --- " --- " ----j ----- " --- " --- "��- --� EX. STORM MANH O LE - -.-J. ___ l 909.00± ): 904.70± ;11 � \ ): 904.60± t;; ' \ EX. 4" WATER MAIN GIBSON, CHRISTINE L. 31-06-03-381-005 \ \ \ / ' \ I \ I I I I -,- . & DIANE J. 1-011 \' -;. S�ITA R Y SE rm� ABANDONE ) I ec--- \ \ GADDIS, JOLENE A. 31-06-03-380-018 PROPOSED 338 LF. o f24" F-679 PVC SANITARY SEWER@0.10% SLOPE (154 L.F THIS SHEET) " --"//�. " -""-- " --- EX. ST OR M SEWE R \ \ I I / - / ( - EX. 4" GAS-->---11 RIM: 908.42 GADDIS. JOLENE A. 31-06-03-380-017 EX. CATCH BASIN- : - � M - A _ I _ N ___ -4� INV (S): 905.40± ,!' I INV (lij;,jl05.30± 4' C O NC SIDEWALK I I PROPOSED SANITARY MANHOLE SA-15 STA: 34+94 LINE "S-A" RIM: 909.73± INV (E) 892.50 INV (W) 896.23 (OUTSIDE DROP) INV (N): 892.40 N.2251087 08 E.505801 49 w--w--- - w--w--, W--=::::::,.___ W-- V ----- 5.8:NITA R Y MANH O LE RIM: 9i:i!rH-- INV (W): 896.23 - -...... ,.. INV (E): 896.23 � I \ �__..,,,._.,,,,\ I , , I ' ST O NE • ' ------- 34+0 n--- - "- ----r�,ec ,,--- '/ \ ( \ \ \ '\ \ S.N. 1 ' \ I \ r \ \ - - ) / / I ) I I GIBSON, CHRISTINE L 31-06-03-381-006 I I \ �1 " \ ' I J , I ! I ,/ /1 l PROPOSED SANITARY MANHOLE SA-16 STA: 38+09 LINE "S-A" RIM: 906.83± INV (E): 893.29 INV (W) 893.19 N.2251091.42 E.506116.59 3' C O NC. SIDEWALK - - --\- L 4--€_}- - --r -EX. CATCH BASIN sn.o RIM: 908 27 \ \ CONG. // . I ! .. ' INV (W): 906.47 :, ' \���������"��§�-��;;;:�'�' _;;;;;::;":::;;;;;:;�.;;:;;;:;;;:;;;;;:�,�' ::;;;::;;;::;;;:::;;:::;:;;;;:;;;;:=,�,:;;;� o � ., �� " � "' � '--' 1 = =�"--' T == -"--=, \ �L==�-' f === � �= , � � �� - � I � �=�l '"-;;,- t r� AA ;:; , � j =;;; M;: , == 7 :;,::: ;;= : ------ ��� ;;AA;;,=== r ,===;;;=== 1 "\ -rn sc ----.._ L X. 6" GAS MAIN EX. 8" WATE R MAI�· ST O NE E "-... ELEV. 906.76 ii'. S N. 1 wf---w----:-- :::::-- 1 _..,a_1,------w-------w r --- '\ w==::::c z w w-- --w---v w-'fl - - ' ��s-;,--�f�s-:'.:: =::=::=�::':::::==: = = �· �= � :-�w= = ==:w :� ::W,S�:=':' ==� Gc :· -s�:::::: w :::=======:,•:: i: =--- c :":_::=-= =--=�� s � �� =w=�__: = ::_: ::_ = ·; :__� J �":____ ':__':_ s _____:_'"::___-- - --- ---- l '= "' = ___::;,,--:C ::j:�f= + f � - = - = :-- �-'_ -:-:-tt-- - -_,_' t s '.:::::::::::_�_•:::::::: i i � - iV( ����� � c 1 , s =r=a = =i - , Z S::)> ---�--¢e---jCP-8 � w ------ w--w -..'!!......._ PROPOSED 321 L.F. o f rn --, MAG NAIL ----.. ' '-- ---.__g - ---g 12" SDR-35 PVC SANITARY O 0 0 0 + U) ELEV. 909.44 I 8 - reP� R � O � P � O � S � ED � 31 � 5 � L � F � . - o � f 1 � 2 �"� S � DR � - � 3 .,. 5 � P v�c� +, WALNUT ST. S.N 1 ' + SEWER@0.22% SLOPE � � � <b SANITARY SEWER@0.22% SLOPE e--; ASPHALT � (71 L.F. THIS SHEET) --j z C'0 ) ,; P,�PL PL ?L "' PL Pl om ' " ___ f'\. Pl PL Pl PL _;c.-- I 0 EX. '1 " GAS MAIN ,,:,, .- - 1 r< -..---- " ----- " --- " ,c\--- --�-- Pl _jTo BE R EM O VED! PL --If- ec--- •• ' w -- z --, - ASPH. � Jl--0 -i.'.[J- - � ;:t:, I / I ' ' / YOUNG, AMANDA, � TRUSTEE OF THE RICHARD I w. SQUIER JR FAMILY � IRREVOCABLE TRUST cr, 31-06-10-126-017 I GAS s CM--- =-----vo.;;--- - ----­ �-- - --- - --l'-'1,-- ST O NE EX. CATCH BASIN C O NNECT T O EXISTING WITH R IM: 908.47 UP T O 1DLF O F 12" SD R -35 INV (N): 906.86 PVC SANITARY SEWE R ANO BLACK. BEVERLY " O _U_ T _ SI _ D _ E _ D _ R � O � P --- ,- -� " 31-06-10-126-002 11 � ---------- �a --�",.-- l�---- =-+-- STONE \ ---- EX. SANITA R Y SEWE R (T O BE REM O VED) css--- ANKROM, RONALD W 31--06-10-126-003 GM --,-=t c cM --- ( \ & ! \, I . ' ST O NE M --t - CONC. - --- ASPH. - -:� �, r s --;.,------ = -r-- --- "' L EX. 4 ·· GAS MAIN_, � �. /::!� RY MANHO E • • --+I � c �---· 0 _·-= --\-f-==_=:: = - L-- ,€"C - B i 1 ro-� 'o,.,,,,- , �... --'l.. _lAA, -\.- M,---1 :: 0 lo T"'-Ex. SANITA R Y�:c;'"LE �t ' WELCH, PHILLIP M. & PATSY DIANE 31-06-10-126-004 \ I "' \ " INV (W), 95 20 .:0: INV (S), 8 6.92 INV (N): 8 5.10 T O BE R EM O VED BICE, RA\,DY D. RJM. 905.91 & OU;�) M. LOZOWSKI, CHARLES R. INV (N): 896.71 / 31-06-10-12�-007 31-06-10-126-005 INV (S)· 899.91 l � ---L'.--C'- INV (E): 896.91 I ii' � ITO BE ABAND O NED! II I 10 ...__ REVISIONS LINE SEGMENT "S-A" STA. 33+40 TO 38+80 il------------------------------------=-=-=:.:..::.:.:.:.:�....:...:....:.......:.:.......:....:.:....:..::........:...:.......:....:....:.:......:.:...___________________________________...1!:====..1 , w > 00 � � � 5 �' l;i � � � �' � z0 � �I , ! zj!i Q ....... �� I � ��� :> ....... 0 O .. -.,..__1 N "' = """ I �§ � � M� < �. *-' o• �., o 2a •u w� � ' co -< illy ON S£ J 8: 91-S---,,----,-----,----,----,-----,---,---,---,------,-----,----,----,-----,---,---,---,----,---,-----,-----,----,-----,---,---,-----,---,-----,----,----,-----,----,---,---,------,-----,----,-----,----,----,---,---,----,---,---,-----,----,-----,---,---,----,---,---,----,----,---9 .15 I 91 EX. SANITARY MANH O LE\ I I I I I +- - �r- --J- -- +---r- --J-- -+--- r- -- + --+---+ R !M: 909.73 \ FULL DEPTH STRUCTURE EX. SANITARY MANH O LE\ INV (W): 896 23 BACKFILL COMPACTED TO 95% -- R IM: 906.90 -·\ \ -+---1---+---1---,---+--+---,t---+---t---,t---+ INV IE) 896 23 \ EX. G R ADE (ASPHALT) / -t---t----1---t---t--- -1---1---t---r- --t---t-,::;;.�'��· �= I I I MODIFIED PROCTOR (TYP ) INV (W, 895 20 TO BE REM O VED 1 / / tNV (S): 896.92 ---\!-\- ---+----+ --+- -+----+---+---+-----+---+---t---9 10 I 1 1 1 INV (N): 895.10 - _. , , , . � ·; . .,_,, .::J.,..:;.:., .,,,, _. •.• . . , ., "" , -, �,<· -,:- :)-''../�·,'.· :> ?t::t:· ,_j 11, · .'..'';7 . � ._<. ., ',, . " · ·,, · 1T O BE R EM O VEDI \ 34+00 35+00 36+00 37+00 HORIZONTAL SCALE 1"=20" .00 38+00 LINE SEGMENT "S-A" STA. 33+40 TO 38+80 11 3/15/24 BID SET 02024 Midwestern Engineer.,. !nc. 802 Wes! Broadway Stree! P.O. BDX 295 UJogootee. lndrnm, 47553 DATE MARCH 2024 DESIGN S.M.S. DRAWN M.M.C. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 10 10 or 35 FILE NUMBER L/4 iii? 11 Do Not Use Plan Previews for Take Off