Midwestern Engineers, Inc. Plan Preview

. I ' ' ' ,_ ACCESS BRIDGE - - - - - - PI P E & TUBE RAILING [GUARDRAIL] �------H30A-LT DRIVE ASSEMBLY 7 S3.06 1 TANK W S ELEV - 433.99' 2 TANKS WS ELEV. - 433. 6 1 - 433.41' (5.7 MGD) 5.7 MGD (3. 2 5 MGD) - ----------� rl 48 , , II 1 TANK H.W.L. - 4 3 2 .99 5.7 MGD WALKWAY EXTENSION MTL GRATING: 2 TANKS H.W.L.- 43 2 .18' (5.7 MGD) 1 S3.05 T WE I R -+��----=4-[MNTS UNDER BRIDGE] � - ' - 431.98' (3.25 MGD)-�---�---- lea+-r19_-lea---�ea----,sea----aaiea 1i --= 'r, '- __::jf_-'- 1 9. 8 '��. -;o O T"-7lf- -"t 1 f--t----fm;====1F===;:, 2 " 1 �! _ = 0 " ';;::, ===�===� 4 � 2 ,,· - � o b " ==�r----- -- 2 ::-;-: 1 .- - -;: o :;; .. ---�,---f� 1 " INFLUENT WELL ,!,-1� T � A � N � K cf' H ;J . w � . � L. ,:: - �4� 3 + 1 � .9 � 5 '.- ' -¼ 3 -" .7 � 5 � M � G � D : +-,��=::2 S :: U �P':': P0".: R ".: T '.: S � w '!_ / � S � H � IM � S ��ilz:rn:::=Jfrr ...!. -'"�-T�lr�...,. .J. L 1 ' -t=--11 1 1- J 4-+-ifrc:=== EL[\. 4 32.0' 2 TANKS H.W.L.- 4 31.91' (3.75 MGD) , ,e -_ __ T/WEIR - 4 31.89' (1.3 MGD) 8'-7" DIA. ' ELEV. 4 33.0' ' ' ' --, .-•.••- : �- ! • � r • CURRENT BAFFLE ���---""_u- lN S TALLATION P ER MFGR RECOMMENDAnON TIE-CHORD ---='--'=!W-1- A-FRAME INFLUENT WELL .................. ___L_. ��:_:i::···· T/WEIR WALL c=oee...M'/' =Y=.I..-:: . 7'-: o " -��-1'-t=ELEV. 4 3 2 .5 0 ' CENTER CAGE 3'-1 O j" _ _c_�III T/SLAB EL. 421.0' --=- - NEW CLARIFIER No. 1 FLOW BOX ' . NEW CLARIFIERS NEW ' f:+� ;±L_______ ____ INFLUENT CLARIFIER It FLOW BOX No. 2 ••- - - ,- ,-tt-H- FLOW BOX (2)-MATS #S's @ 1 O " O.C.E.W. 2 4" INFLUENT SLO P E GROUT � (SHOWN OUT TO DRAIN -1 O " - OF VIEW) /-_::olf+r-- #5 VERT. DOWELS @ 1 O " O.C.E.F. IL--f "'-I Y INV 42 1.50' [TYP. ALL WALLS U.N.O.] I I /\ �= NEW 1 0" ! R.A.S. FROM EXISTING T SLA B LEV. 4 2 1.0' , ' ' ' =il4uJ::=h-=;=T -/S - LA� B== = _=� = - = _=� = -=� EL. 4 18.18' -----, T/WALL ELEV. 4 3 6 .0 0 ' T GROUT VARIES ELEV. 4 31. 2 5' TO 4 30.58' T/CONG TROUGH $ ELEV. 4 30.50' >�, --- CURRENT B AFFLE -' ELEVATION PER MFGR SHO P DRAWINGS T 2 " THICK GROUT ELEV. 4 19.8 2 ' T/ S LAB$ 1. GENERAL NOTES THE CONTRACTOR SHALL INSTALL ALL ENGINEERED FILL IN LIFTS IN ACCORDANCE WITH VALUES RECOMMENDED PER GEOTECH REPORT TO MEET MINIMUM BEARING CAPACITY. (GEOTECH REPORT DATED JULY 6TH 2020, CONDUCTED BY ALT & WITZIP ENGINEERING, INC., PORJECT #· 20EV0035). 2. ALL EXCAVATIONS SHALL BE MADE TO SUITABLE MEDIUM STIFF SILTY CLAY SOIL LAYER APPROXIMATELY 10-15 FEET BELOW GROUND SURFACE PER GEOTECH REPORT. 3 ALL FOUNDATIONS SHALL BE FOUNDED A MINIMUM OF 30 INCHES BELOW FINAL GRADE FOR FROST PROTECTION PER GEOTECH REPORT. 4. SLABS-ON-GRADE SHALL BE PLACED ON MIN 6" COMPACTED BASE AS RECOMMENDED PER GEOTECH REPORT. 5. ALL WALLS SHALL HAVE 18 INCHES OR MORE OF A WELL GRADED GRANULAR FILL PLACED BETWEEN NATURAL SOILS AND THE WALLS WITH A COHESIVE CLAY CAP PER GEOTECH REPORT. 6. ALL REINF. WALLS & TOP SLABS NOT CAST AGAINST SOIL SHALL HAVE 2" CLEAR OF CONCRETE COVER 7. ALL SLABS CAST AGAINST SOIL SHALL HAVE MIN 3" CLEAR OF CONCRETE COVER ON BOTTOM AND 2" ON TOP. 8. 9. SEE SHEET S114 FOR TYPICAL CONCRETE AND MASONRY REINFORCING AND INSTALLATION DETAILS. THE CONTRACTOR SHALL COORDINATE THE LOCATION AND SIZES OF EQUIPMENT, PIPING AND APPURTENANCES WITH EQUIPMENT SUPPLIER SHOP DRAWINGS. ANY MODIFICATION THAT MAY BE REQUIRED AS A RESULT OF FINAL CONDITIONS TO BE SUBMITTED TO ENGINEER FOR APPROVAL 10. IT IS THE CONTRACTORS RESPONSIBILITY TO SUPPLY AND INSTALL ALL NECESSARY EQUIPMENT, PIPING, CONDUITS, SUPPORT STANDS. BRACKETS OR HANGERS OR ANY OTHER MISCELLANEOUS APPURTENANCES TO MAKE SAID EQUIPMENT SECURE AND FULLY OPERATIONAL. I 12 I 1___---------------_/ CLARIFIERS INV. 418.0' 1 t� - - 12 -----______) 1 4 '-0" S LA B 18" D.I. 4 4'- o " - T/ S LAB --� ELEV. 4 22 .50' A 3'-6" 1B" D.I. INFLUENT P I P E INV 4 14.0' 1 2 ''T CONG. SLA B w/ #S's T& B @ 10" O.C.E.W. SECTION Scale: 3/16" = 1'-0" 106'- o " 18'-0" 11'-o" ' _J_ 18" D.I. KEYWAY w/ 20"L #5 DOWEL @ 1 O " O.C. & ADHERED RUB B ER S TRIP WA T ERSTO P EA. SIDE T SLAB ELEV. 41 4 .00' 4'-6"x5'x6''T CONC. LANDING w/ 8" TURNDOWN FOOTER - 33 4 4 '-0" - 1 4 " D.I. INFLUENT PIPE INV 413.83' \�__T �/� S = LA � B �-�$ ELEV. 413.50' - --1 - - ---... i--:::11:::::1r :::::t::::---,--4--,4--,--t---t-- - ---- ,,,,,... -��-=-===----+------==-�-� ---... - - - - -- - - -- - 'o / ' I .o TANK No. 1 .v □ ' ' ' I ' I I I ., I I / FINAL CLARIFIER TANK No. 2 " ';( CON S TRUCTION JOINT [TY P l " "\ \ FINAL CLARIFIER /f / ! I \ \ T/SLAB: �=--\-\--I--�� 1 1 g•_ 6 .. ELEV. 4 14. oo · w��=::;���L 9. _ 6 .. , (2)- 1 8" • CONG. 0 I NN I T/SLAB - ----\c--",4.:;;-� STAIRWAY SU PP ORT \ , , - --,,f,>----------------;lc,c 3 '.:'-::- O J_•�•,,• = 7 = , _ = 6 "' 6 , _ : : -::.' 6 '-"= = ;1,------- ELEV. 422 .5 0 ' --\--,:\ccJc = =Fi�--J--J---.:__-f---++-F4'F==lccl-/-- PIERS 8" • PIT - - - -_-, - --t===' 6 ;_' -='5_ 6 ; __.,: _ = 6 = ,=, ,!,' 3 ;_ ' - :c O (J_ ' __., ' t-, -, L E l, L l.: EV ciL.fl. ,, 4 _ 1 _ 8 __ 1 _ 8 -,-, -----------\..,..\+---.-+--lL- 1 I ELEV. 4 14.50' REFERENCE I - - I I - - i:, E/W CENTERLINE I n \ \ \. " T/SLAB '-s / ELEV. 41 9. 6 5 >-.,_ '-.. '-.. ---... 22'-o" o n "' 0 I ---... - - - 44'-0" 0 - 22 '-0" 2'-6" -- ' 13'-o" 18'-0" C S304 2' 6 " D S304 0 ' 22 '- o " ---... - ' I - 44'- o " F S304 ' 0 "' - - - 22 ·- o " I ' 0 I NN ' "' I " .. ' 0 I 0 .. 12" 2'-2" 11' D" g· - o" 6 " WALL SLEEVE IN' . 423. 6 7' 1 e- - -�- 6o) -o ---,- 7 �----------- 1 - . ' "' I ro 1 2 ''T [TYP CONC. WALLS --._ U.N.O.] r--,._ I : I : I I I L, __ J I (3) P I P E L • I VALVE VAULT I I S U P PORT I �Pc: I • PIERS I "� I (J I \ \ I "--'- ------- l,@) 1 8" WALL / T/SLA B � I l�����;:5/ ELEV 4 22 5 0 ' I �/ ' T/ S LAB � � ;'-/ ELEV 41 4 0 0' I T/i LAB \ ·- -. -7- - , __ 7 T I I ' 0 '° ' N "' I ; fi" WALL SLEEVE\ / / 'rr ⇒ ,�, == =i: 7 :+ 'f =l - l-_ ---l- 1 ___/.,, NV 4 1 [ 75' _\,\ __ j _ i _ -- -l- - 1:=;/;::i l = =l==J'.==f==::- - rj� s" wA[L I \ lwET WELLI ' I m , ' 0 I N "' SLEEVE THRU • �REFERENCE - / -S �v .,; A" LV� E c, I ,:, FLOOR F� I I . Iii{. E ( W CENTERLINE ,\ :· T ,:, ... � Pl -'-, T � ' 0 I n I@ VALVE , ,...c.., j . GRDUT · , 1 _ 1- _ -_tc, . + _;-.. _ � _ � 1 - ,, ++-+--+--------\ PIT .,, , , . , S L_ P E , . , I· 'A . ' o / 10" w.s. -1--·· - i�:- � � r e,_ .,,_J.'....LJ <L ,.,!!. I N '_: V '..:. . _: 4 c_1'.'. 8 C: . O ::: O �·�""'e::= ..= __:(1of =.� 1 ,; 0 2'. . __J. .• ' 1. I • ,• - +----�,-"' j., • '.I :. ,,, ' -, 11� ,, ,. . . ·;1 � CLARIFIER : ' ! "'_ ,� �'. � -f --e=; ,e, � ,,; � ;,, ",-"'7'-.j"- - � -"-....· _ � - 11 C ' , l �N = Ew�c '- LA �R- I F ch l E-R� -..... NEW ClARIFIERS - � - L/ No. 1 FLOW BOX f.+ ---, '-- +-lc,-/ ''"j I J., INFLUENT FLOW BOX t-- / � No. 2 � FLOW r0 ._____,_ I ·1 I 1"'1 ' <D I m T/SLAB -r'I • ELEY. 421.0· - / / I • 18" WALL SLEEVE THRU f FLOOR S LA B / I I I $ I 1/ ' I �,l..___j____j___7L-- T/SLAB ELEV. 4 19. 6 5' 14" INV. WALL SLEEVE' 42 1.50' L I,.'. I/ 1 2 " 2'- 6 " I 10 / � 2 4" w.s. I / /�N = E w �c = LA .,.;., Rl = F, = E�RI INV. 421.5 0 ' FLOW BOX I ' EXISTING CLARIFIER FLOW BOX 10 ' ' ' I I INFLUENT FLOW BOX I \ \ I \ \ 18" WALL S LEEVE TH I RU \ OOR SLAB I \ , I ' - - -- -1 - -�-� • ["--. 't--T/S LA B EQ. EQ. EQ. EQ. ' N 0 I n ' N - "' I .. ' N 1 2 " 7' - o" � ELEV 42 1.0' c-- 2 4 " WALL S LEEVE INV. 42 1.50' 1 2 "1 13'-D" I 2 ·- 6 .. 18' o " ENLARGED FOUNDATION PLAN SCALE: 1/4"-1'-0" NOTE: 0 I "' "' I 0 "' I n - S EE SHEET S3 02 FOR PI P ING AND EQUI P MENT S CHEDULE ' 0 I .. N FOUNDATION PLAN SCALE: 3/1 6 "-1'-0" NEW AND EXISTING CLARIFIERS FLOW SPLITTER BOX, NEW FINAL CLARIFIERS AND RAS/ WAS PUMP STATION - FOUNDATION PLAN I REVISIONS 09-20-23 BID SET @ 2021 Mi,\v,\•,i�m Cnginc�r.,. Inc. �02 w,,,1 Um,,,lw.o; S1r..:,-1 P.O. Uo\ 29.'i Loog<J<•tc.::. In<limia -17553 DAIT FEB. 2021 DESIGN T.M.K. DRAWN S.L.H Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 S3.01 52 OF 114 Fll£ NUMBER 42020 I Do Not Use Plan Previews for Take Off