Midwestern Engineers, Inc. Plan Preview

i f EXP A NSION JOINT w/ r POUR AB LE SEALANT DOOR OPENING REINFORCING � ' 4" T. POURED CONG. SLA B w/ 6x6-W1.4xW1.4 .R. OVER V A POR 4" T. POURED CONG. w/W.W.R. OVER MIN. 4" COMP A CTED BA SE SLA B 8" SPLIT F A CE C.M.U. WALL w/No. 5 BA RS VERT. @ 48" o.c. IN GROUTED CORES w/ HORZ. REINF. @ 16" o.c. VERT. 8" SPLIT F A CE C.M.U. WALL w/ No. 5 BA RS VERT. @ 48" o.c. IN GROUTED CORES w/ HORZ. REINF. @ 16" o.c. VERT. 4" T. POURED CONG. SLA B w/ 6x6-W1.4xW1.4 W.W.R. OVER V A POR BA RRIER & MIN. 4" COMP A CTED BA SE GENERAL NOTE S 1. FINISH FLOOR ELEVATION SHALL BE SET AT 438.50' 4" T. POURED CONG. SLA B \ w/ 6x6-W1.4xW1.4 W.W.R. OVER V A POR BA RRIER & MIN. 4" COMP A CTED BASE $FIN. FLR. , ELEV. 438.50 _ x ., x . K5 � ' ' .,.., ,1 fa-< ,, ' ,, 4 ' ' 4'-Q" SLOPE f, 1'-0" - ,. ' �· �,-< � . . - � . - ·''-' .,,,,- � J! = =_.f . , '· �m � ' J I • � ' • w .. · O W.W BA R co / T/S RIER & MIN. 4" MP A CTED BA SE LA B ELEV. 438.46' � ' '--..... PROPOSED GR A DE T SLAB ELEV. 438.40' ' PROPOSED -.....__ STONE DRIVE ......_ 5'-0" l" EXPANSION JOINT w/POUR A BLE SEALANT DOOR OPENING REINFORCING T/W A LL ELEV. 438.50' 0 T/SLA B $ ELEV. 438.50' 24"Lx24"L No. 4 DOWELS @ 12" o.c. � 11?'! . . � ' ; . p • .. z <{ ��- PROPOSED CONG. PARKING AREA, SEE SHEET C113 FOR A DDITION A L INFORM A TION .,._____ 12" POURED CONG. , 4 . • ,..fj.' � o � ' j " ,/9 ' ' 10 � � . NG} • e 8" POURED CONG. . �· t- - ~ • � 'i BARS I\J '· ' -·� • , - W A LL w/No 5 4 ' @ 12" o.c.e.w. T IFTR. �ELEV. 434.50' � ~ ' �· • 'J:, ➔ k . fo z; ?> _Al�:,,.-, 'T ,q )� • �� ./ ' -}': .-., $. ' ' , . ' � • 4 ·, ' a, . " ' A , - .. _,., 24"x12" CONC. ,,;;,tf!;( STRIP FTR. -�c-: -- ,. ..,.~c, LJ 8"W x MIN. 24" B ELOW SH GR A DE TURNED FINI DO @ WN FTR., w/No. 5 BA RS 12" o.c.e.w. 2'-0" l (3) No. 5 BA RS HORZ. CONT. • 0 NORTH S TOOP DETAIL 1 1----'- ----SC A LE, 3/4" - 1'-0" 26' 8" 53'-o" 48'-0" 4'-8" 6'-0" 8" 4' 8" .... 1 w/8"W x MIN. 24" ',S1.01 B ELOW FINISH GR A DE � s"w x MIN. 24" B ELOW FINISH GR A DE TURNED DOWN FTR., w/No. 5 BA RS @ 12" o.c.e.w. I- 8" 8" POURED CONG. W A LL w/No 5 BA RS @ 12 o.c.e.w. POURED CONG. STOOP· � TURNED DOWN FTR. .-,11- - -+- - -th ---+ ' 5" 0I .. 2 16'-8" 24"x12" CONG T SLA B ELEV. 434.50' ;..:i,_ • ':;:/ "�.,,._8';,,,,,-bA �/1 !5'�i!l1>,�/- WE S T S TOOP DETAIL I SC A LE, 3/4" - 1'-0" s'-o" POURED CONG. STOOP w/8"W x MIN. 24" B ELOW FINISH GRADE TURNED DOWN FTR. +---- - - r .-- .,._... -;,.., "t- --- j- 1 . , . • ' . J STRIP FTR. 4- I-+- f-t- +- - - - - - - -- - - -h '>-+--1.. -'-- -+ - ---- - - + - -�+------f- --+----+· - 11 "hi I 1 © ·- I ,--- +--f- I --,.. J - \ i I I I s � I I I ;!-+ I I ,. I I • � I I l .. I "' ' "' I <O W A LL w/No. 5 B ARS @ 12" o.c.e.w.e.f. 12" POURED CONG. SLA B w/No. 5 BA RS @ 12" o.c.e.w.t.&b. PROPOSED GR A DE ,.r,._.,,,.,�,r-,,__ No. 5 HORZ. BA RS @ 12" o.c.e.w. No. 6 VERT. DOWEL @ 12" o.c. CENTERED IN WALL No. 5 BA RS HORZ @ 12" o.c. T FTR. ELEV. VARIES No. 5 BA RS HORZ. CONT.@ 9" o.c. ' 0 I 3 2'-0" 5'-0" FOUNDATION WALL DETAIL " 4 , SCALE, 3/4" - 1'-0" CONT. CONG. STRIP FTR., SIZE (60"x16" OR 24"x12"). REINFORCING PER PLAN ' OVERLAP No. 5 BA RS @ 24" EACH STEP 2. THE CONTRACTOR SHALL INSTALL & VERIFY ALL ENGINEERED FILL REQUIRED TO MEET MINIMUM BEARING CAPACITY OF RECOMMENDED VALUES PER GEOTECH REPORT. REFER TO GEOTECH REPORT DATED JULY 6TH 2020, CONDUCTED BY ALT & WITZIG ENGINEERING, INC., PROJECT#: 20EV0035. 3. ALL EXCAVATIONS SHALL BE OVER EXCAVATED AND A MUD MAT POURED TO PROTECT SOILS AT BOTTOM OF EXCAVATION PER GEOTECH REPORT. 4. ALL FOUNDATIONS SHALL BE FOUNDED A MINIMUM OF 30 INCHES BELOW FINAL GRADE PER GEOTECH REPORT. 5. SLABS SHALL BE PLACED ON A MIN. 4" - 6" COMPACTED BASE AS RECOMMENDED PER GEOTECH REPORT. 6. ALL WALLS SHALL HAVE 18 INCHES OR MORE OF A WELL GRADED GRANULAR BACKFILL PLACED BETWEEN NATURAL SOILS AND THE OUTSIDE FACE OF WALLS WITH A COHESIVE CLAY CAP PER GEOTECH REPORT. 7. ALL REINF. WALLS & TOP SLABS NOT CAST AGAINST SOIL SHALL HAVE 2 INCH CLEAR OF CONCRETE COVER. 8 ALL REINF. SLABS CAST AGAINST SOIL SHALL HAVE MIN. 3 INCHES CLEAR OF CONCRETE COVER ON BOTTOM ANO 2 INCHES CLEAR ON TOP. 9 SEE SHEET S114 FOR TYPICAL CONCRETE AND MASONRY REINFORCING AND INSTALLATION DETAILS. 10. PROVIDE CONTROL/ CONSTRUCTION I EXPANSION JOINTS AS INDICATED ON PLANS AND DETAILS. CONTROL JOINTS (C.J.) NOT TO EXCEED 12'-0" IN EACH DIRECTION. SEE SHEET S114 FOR ADDITIONAL INFORMATION. 11 THE GENERAL CONTRACTOR SHALL COORDINATE THE LOCATION AND SIZES OF ALL INSTALLED EQUIPMENT WITH OTHER CONTRACTORS AND THE EQUIPMENT SHOP DRAWINGS. ANY MODIFICATIONS THAT MAY BE REQUIRED AS A RESULT OF FINAL CONDITIONS TO BE SUBMITTED TO ENGINEER FOR APPROVAL. INSTALLATION SHALL INCLUDE FLOOR. WALL AND ROOF PENETRATIONS, SUPPORT STANDS. WALL BRACKETS, CEILING HANGERS ANO CONCRETE SUPPORT PADS. 12. SEE PLUMBING, H.V.A.C. AND ELECTRICAL PLANS FOR ADDITIONAL WORK TO BE COMPLETED 8" C.M.U. WALL w/No. 5 BA RS VERT. @ 48" o.c. IN GROUTED CORES w/ HORZ. REINF. @ 16" o.c. VERT. 2-No. 5 BA RS (LAP 24") CONT. DRILL & EPOXY VERT DOWEL INTO SLAB 6" MIN., SIZE A ND SPACING TO M A TCH VERT REINF., LAP 24" 4" T. POURED CONG. SLA B w/ 6x6-W1.4xW1 .4 W.W.R. OVER V A POR B A RRIER & MIN. 4" COMP A CTED BA SE T/SLAB $ ELEV. 438.50' $ B TM./THK'D SLAB ELEV. 437.83' I LI I ,, , - I -�I _)..,-"';{ F T; 34 5 • I I "-;.,, ">--- -+-- r i - - - -- -- -- -- � - - Ii ! r r1 � � N e---1 -- - -.-..�.� ---- - - . - -+---/.,4.Lµ�l --- -jH - -+- - .:.:+-i--+ -+--�+-� -'--- · :.....:·.:_· ___--1'----i 0 '-- S _ T _ E _ P _ F _ O _ O _ T _ E _ �_ c A _ �_ E _�-�-, ,l _ :_ 1 _. __ 0 ,, THICKENED S LAB DETAIL SCALE, 3/4" - 1'-0" 5 I •, I I I w/ 6x6-W1.4xW1.4 W.W.R. I •"' " I [ � I 2 I � S1 01T STEP FOOTERS, SEE OVER V A POR BA RRIER & � 12 POURED CONG. SLA B I I , I DET A IL 4 THIS SHEET I I �i'� ;: R c���c:���;.s E , j ,' ;{��c 5 e � A t�b @ - - 1-, 1 ----+-+� 00 -+- - +--+ _J I I � T/SLA B ELEV. 434.50' � 8" C.M.U. W A LL w/No. 5 BA RS - - -, VERT. @ 48" o.c. IN GROUTED ! I I - - 'c-... CD I , · 1 __.......- 12" POURED CONG. I CORES w/ HORZ. REINF. @ ' 16" o.c. VERT. +--+-- <---· t- =- - - _J 1 - 7 j .......... INST A LL THICKENED SLA B :5 , , :.......-- W A LL w/No 5 BA RS - � I ] UNDER M A SONRY W A LLS l/J 9 9 I @ 12 o.c.e.w.e.f. j I I - r--l'--1-+ H- _j__ - _- __ - _ - --'+-- I f-----+-1-,----------------.:�it--=� t-- -;': 9- -,-t-t--------------t-'--+-t-r---t-t--i-' r t- � :" -t- ----t--.-7 , ';' B :: ::1 ' .. = = 0 "' I I I I I 1 1 1 I :" I 18"x18"x12" SUMP PIT� I O'. '.f- 1 . O §,, I I I .... w/ A LUM. GR A TING \ ;j T/SLA B ? T T SLA B / I ,; ELEV 438.50' 0 <O .. "' "' <O I I/ I EL 433 5' I ', s � O t n I / 6 ' SLOPE FLOOR I "' _J I I ' _j I 1 ' S1 .01 ,, TO DR A IN 1 I ' 11 - - L - - - 1- - - - I ' ,., , '- -+--1--++-+--, o -+ I I - - L _J J ;.,, ...- , ' N T W A LL , ; ELEV. 437.83' rf 7 - - - - ..__ 7 I = -�+--� f--h----------'------+---,1rh-+, , r--- - --+- --Ir- -"I.-- ,___ 24"Wx12"D CONG. I - �;"+--+--L _ I _ _____ '-- -8" - 8" � s "..l - STRIP FTR - 7 I 31 • 4" • I I 12" I ·11 2".LJ 1 1 4'-o" I ICONTAINMENT A REAI W A TERSTOP I I 60"Wx16"0 CONG. I I I j 12" I 16'-0" I 12" 6t I jSTRIP FT R. I I I__J L-----1- I 18 -Q' SLA B I 11 �� j J/FTR I I I I - - - - --�+- 7 I 60"Wx16"0 CONC.---1--1-.' _L j_J! 7 +--+-----i-1_ � � _EL 432.5' I I I I - I I 8" PO�;;:c::c : I 2'-0" 2'-4" T/FTR EL. 433.5' , t;: I o. -.. w ' 0 I <O ' .. I "' 12" POURED CONG. w/No. 5 B A RS @ 12" o.c.e.w.t.&b. SLA B " 4" T. POURED CONG. w/ 6x6-W1.4xW1.4 W OVER V A POR BA RRIER MIN 4" COMP A CTED B , 24"Lx24"L No. 4 DOWELS @ 12" o.c. 8" C.M.U. W A LL w/No. 5 B A RS VERT. @ 48" o.c. IN GROUTED CORES w/ HORZ. REINF. @ 16" o.c. VERT. i� B ,1 � A SE, T/SLA B ELEV. 438.50' " T/WALL ·"CR �.3'..B " .,. ELEV. 437.83' er , ,.--'!i. ;QjQ;.J �· ,• �. , : ,9, . )� 12" POURED CONG., . ' . W A LL w/No. 5 BA RS P ' ::-? 9 � � 12" POURED CONG. WALL w/No. 5 BARS @ 12" o.c.e.w.e.f. � ,-i �: _',;::t'Ji , . _ T SLA B ELEV. 434.50' @ 12" o.c.e.w.e.f. I<,{ . r : HN WATERSTOP ,_fl' . ·ffltj· :� <.,--,- ' .,�.. _� �,., :,:_ 1 -Q ,A �- "j¼'*. �� T/SLA B ��) - �i;jj- �LEV. 434.50' �-- ---< b; • ' 4 ' , •· . .. ' 4 •" !CONT A INMENT AREAi " = = A LUM. GR A TING, SUP • w/2"x2"xj" A NGLE ' ' I 12" POURED CONG '· w/No. 5 BA RS @ 4 12" o.c.e.w.t.&b. • "'' ' ' " ' . 0 • • ' -'. I 1 " _, ' ' . • I I I I 1 1 W A LL w/No 5 BA RS 1 I I --- i - 1 ------ -7 7- @ - 1 2o _ .c.e w _ . - - J_ _ '-\ T/FTR in T/SLA B %(� ' " �II "�' " , 6 1/ 4 - .,. I r--- ,_ I +- - N --'1.- -- - +- -- - --- . ' ' I I I I I I I I EL. 432 5� �t;: .. .. _ "' I 0 I ------------- - ,__ _..::. - - -- --+ - ---- -- N -'> T/ FT R � ,. 2 "- · = o _ " f- _ · · --------..,-¾------ - N - - ------"' 4 4 : "- :_:", :_: :_ _ _ ___ __ _____ _______ --t, ----s ·+· � 2 · _-�o _, " T/FTR EL. 431.5' 6 TYPICAL INTERIOR CONTAINMENT WALL DETAIL SC A LE, 3/4" - 1'-0" cLEV. 433.50' 7 " " "- . "' " 6" 1'-6" 5" I"-. 5" MUD V A LVE SUMP PIT DETAIL SC A LE 3/4" - 1'-0" PORT SLA B EL. 4315' ��/0� 1 o FOUNDATION PLAN �:Ato: "II SC A LE, 1/4" - 1'-0" , NEW CHEMICAL FEED BUILDING FOUNDATION PLAN • - 11 R�SIONS 11 BID SET it) 2021 �\ictwc,tcrn Engineers, lnc. 801 WC$l Broadway Stn,et P.O. Uox 295 LOl>j!OOlt�. h,d;�na -175.'i3 DATE FEB. 2021 DESIGN T.M.K DRAWN Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 S1 .01 24 OF 114 . FILE NUMBER 42048 Do Not Use Plan Previews for Take Off