Midwestern Engineers, Inc. Plan Preview

� 0 0 < �, � 0 0 ;;, � w w z 0 � � � " �� �' ; � � u g w N � Q ,,, _ - > "' !!I- z " o w '-$ 0 � f') ro. en , - o m - •O o ., �· 0: r:. � t, N 0 < < .... � M 0 z a l,j 0 � o - � � w 0 � , w S i < " i---- - ----- - ------------ LEl! G TI-1 'l.. EO'D. ------------ ------ 1 _ I r�,�J�/� 1t'ii���1m.-E-�-�:--1�::( -� �::·�� :�L�� - : ___ ;,(1 -- l -- , r - ----L�- ___ LJ __ '-' ,r - !J..,____ U_u._..... _-1,,..,. ,:-� - - _,.J_..u_ __ 1...,__�-,:, I --' ,r --�-' - -----'- --,. -- 24- �RN.!E--- (4) 1/S" l);A �EEN SAND ii- 1 3/16" i>:A,L HOLE\ I � c\ � - 5/16" a ::::- ". �- - it so· I I ;., I f� 1 I � 1 ,z: R-4999-CX T'rPt "A" GRATE 'MTl-1 TYPE "a" FRAMF. TYPICAL SECTION J f' J,IAMt i\lo\> 11 RC,J!J. 1 ,;,· "�MJj I t , ; · � ROO i10LE --J - J a 2 J/t." ffiAllE SECllON �OlE.S: FRAMES /\ND 00\'EflS /Ill£ f\JRNiSllED IN STNIDA.'llJ 2·-0· IOCR!).!EtHS. SPCcv..L i.£NGTll rRIIM(S ANO COl'(RS ARE flJRNISH£0 f'QR /,.'IY OWRAU. lENGlH COMPONENT NOS.: GRAT'E 499!1-3121. SIDE PC. FRAME 4999-,415, E!<D PC. FRAME 4990-J112 (IF REOUIREO) SCALE lc2 MAIERIAL: SID[ PC. FRAMES - CAST GRAY IRON ASTM A-48, CLASS 35A ENO f>C. FRAMES AND GRATES - CAST GRAY IRON ASlM A-•s. CLASS 358 ' " ' " • " �,. "�-, ] - � I I -r, ' r,._\, ,-- • " � I • I 1/2" DIA ANCHOR ROD KOLE - - - I" (2 REOIJIRID) CAD Owo. RO", <0001'12.D\\l'.l- ' NOTE: PIPE f O BE INST.AJ ..LED IN ACCORDANC E Will-I PIPE MANUFACTURER'S RECOW,IENOAnONS I ' - (25mm] 13 \f2" !J"""m] l/�" DIA- NAIL HOU" (2 RCQlJIREO) ·· . , . - I �' t -: ./ PAVEMENT REPAIR PER STREET CROSSING DETAIL WHERE REQ'D flNISH, NO PAINT R-4990 - CX TRENCH ASSEMBLY TYPE "A" GRATE Wlrn TYPE "B" FRAME. � -. NEENAH ..-1 . I "" 01 .,,,, om; 09 20 2010 •=:��y £i�- 1 1'F- 4990CX A 1 8 - e-- s;e· {16m'r>] '\_ 11 /16" RAO. 11r ' ' 2. ' _,_, , -, -a , - - y k [1.ltt'mj __j I- ! - � • ' I ! ; I '< • ;, I ' l I NOTE: AU DIME:NSIONS SHO'IM A�E IN ENCll.lSH AND [Mf1RIC] MATERIAL: CAST GRAY IRON ASlM A-48, CLASS 351:1 FINISfl: NO PAINT WEIGHT: ,, WAS NF-•2168 � w, - me R- 4990-CX � ' . ' fYPE "X" END PIECE. -- - "" 8-8-7.000 NEENAH �I 'i ·��=r "' I\F- 499031 1 2 B . . .. ·< ., ' ,. :.:: . " . •: . · :; _: . . -· --· . � 0 ' _, .. . . . . / --· • .. • . .;.· r nn I •__., I I I ' .;,· -I r 1 , ,;,,· " ,;,·1- 1 --,- ----1 "'1 r-v :�' -"'.:ii,,;--� _,,ilii""%3""_W"',_'�"'.� - -iU"'. ---=_�:_:w�_u�.,,,; - l- ;�s· % • L SECTION A-A SECTION 8-8 FREE OPEN AREA: 92 SOUAAE INCHES CAPABLE OF" H25 LOAD RATING MATERIAL.: CAST GRAY IRON A-48, Cl.ASS 358 FlNISH: NOT PAINT!O wtlGHT: 5-Sf R-4990-CX TYPE "A" GRATE _,.. .. __ .. _,.. __ ,.. .. _ .. .. --- .. - .. -· N EENAH � ........ -� ...-. ,,.. - "' o,.r, 09/15/87 Ut:.BCL -ED UNI TS """" L•�!)[f> Nr.lll.l.o.l SfTLJAT'ON�. USf J/4 INCH "'I.VW000 fOf! lffiMING WAU.S. 2x,·s AliE :i<.!ItA9U. fOf! 511JDS. �LA J��. Bf/ACING A"'1�,CS, A T'l'l ' ICAI. NSl.o.l..l.ATIO� ;5 S.IOW'< N rl<.ll!�E 1. ))(TAILS M<D ....OOESl'Oto<S AR!: !l/lS£0 ON \JS,flG THE ,,i;DU,H F"OONDRV T'tPE "S' FRA!,!E. c:�·;o..aoc� <>cu� 1Hf ft(X);j SiJ,BOF 1HE TRENCH ACCORD;NG l(l THE PLANS ANO SPECiFICATIONS. mt >l'Offl OF '}jE FOO�.NG", (SEE FIGURF; 1) UEAS\!l!EO fROl,I TH£ OUfSIDE EDGES OF THE roo.11s. CORRESPONDS TO fflE ·c· OI M�S U)N ON nGtJRE: 4. oumw; me C�llR( F"ORMING PROCEtlURE, �l'Y Tl'�T THE FORMS ARE PLUI.IB, STIVdOt<I. SOLID A.'iO L.E\/EL. Tl'E HEIGi<! OF !HC fOOM COf!RtSPONOS TO THE f lNAI. GRADE O.C�ATIOII ""'"'; INSTALLNG Tli£ NON-eo, . .-n:o fR AMES AND (;R4TI:S/UC1S E>m:NO nJt Sl'f<EADrns SEYONO THE EOOF.: Of l'+f. �OliMS (SE( F'.GliRf. 1 /\NO 3) TO PRO\olO� A STOP FOR fl .Ii f !1-'J.'£ Ati() 'i.i:Al �QRU FIOOR:'. 1 m A -:.-'.CH n<f CASO ,rw'I FflM ![ TO fflE FORI.IING. TllE USE Of ... 'SCAT CORM" IS R[CQl,(1.1£NP,:D T O " 5':...11£ fl.!AT ' tlt fRAIIE IS AT TH � Pl;OPE!l E"lEVATlON !,t,10 lF\JE. TIIE SLJ.T fORM HAS TKE S }J.lf . "UENSIONS AS 111<- FRAM E. I\STii THE Hf.lG\11 CORllEsPONOING re; llfi: fRAA!E HEIO!<T (THE ·a· Ol lolfN ':<O'<), ANO l'ff \l,IQTII THt: S.WC AS TH£ SEAT 'll!Dlll If n!E FRl<Mf:. THE SEAT W,OTH S!<C\!LO R C 'l ull r.lE.AS'Jf!F.0 TO AS'"...URE A PRO PER FIT. AI.L NEOIAli f"/,AMES HAVE; A SIJ:;i-lT RAOIUS AT THE C O>l� E'I OF" l>!l 501 A.'10 l'ERl lCft.l. n c.t: SO l>!E SEAT FORM WOIJUJ 8E BEVELED TO ACCO�OOATE a,i; l <..lillUS "OST "'4 · :; KA\/E r�,s R AOOUS. ¢NfR"L �ltl1!U>NT$ ,-ll>AL Gfi� 7 ELEVAT,� SPREADc!l , -,===='i:c=>• SE�t fOl!l.l - -'- 1 [7/,/. ���:// (� :i---) " ( ij AU. fRW£ ssc�oos ��c MANU>ACTU!r,.O /\ND FU�MSl>Ul IN ST Al<IOAAD 2 ·-0· LENGll<S. n IS TH!' R:C'>l'Ol(SS,:.ir, Of" '11E. INSTALLER ro CUT 11"1£ ·�A�E. l'IEC<S r o THE P� ()PEJO L!:NGT>j -.NO l.!ITEl< CO'iN["S Y-,tl:.�E Al""..K'.A!II..E. IN CASES 'IMER[ TllcNCH Oi�(CTT OO !,jUST CHANOi::. SPECIAL CllAW:NGS \ltT· ;Jc n,Ql<ISHffi 91' 0uR FNGll'IITR'oNG" SER'l!CfS DFPAR1'1£NT TH.sf PRINTS �<IL �.HOW Si'ECIAl. U�GTHli. M,O CIJIS 0.- <JRAT!S/UCS, AND OlhE� ESSENTIAi. l'ff o.>ldATION CAIi O"NO. REl' •"90INST1.DWC- 5 CCNSTRUCTION JO<NT NIO RElNFO!lCING AS REQUIRED SY ENGlNE:£.q - SECTION 1/lEW Of COMPLEITD TRENCH INST�LLATTOll FIGURE • FIGURE 3 THt Rtll,o.� Sl10WN IN JJ,lf; l'tRT.CAI . WAI.LS Of FH� TRENCH (Sc< flGl.Jltl; J) IS F OR llLUSlRATIVE PIJRP0S£S ONLY. gROf' ER SIZJNG /\NO PLACCMD<T IS Tl-I[ RtSPONSlfijUTY Of THE CNGU<EE!llNG FIRM ?!ll)v;DING THE PRO.f:Cl DESIGN. FRAMES ,l-;QUL!) sun ToG £TH�R �l> UGLY. LEA"1NG AS UTlLt GAP AS POSS.SU : TO E.UMINAT£ CREEi'. PL�CE • f4 RtB o.R ll<RO OCH TH( HOLES 1N TH E ANCHOR LUGS TO P RO\olOE." ANCl-lOIMGE IN TEiE CON CRETE. \'l;RI FY Tl-1£ SPACE: IIEJWEE N THE W O£ OF" IHE GRATE ANO fllAMC 50 TH GRATE.S W.LL ,nffiO?<-.RLl. THIS SHOULD SE NO GREA T[F! TT;AN J/16" (Sff FIGURE "-). POOR CONCl<ETI: A�D \!SE TT;E IOP tDG[ OF T HE FRAME AS � SCRetlJ PO,Nl. ""- CS!,! = ""' SUGGESTED FORMING INSTRUCTIONS FOR ".�-=�- -l r.r-ir R - 4g9Q TYPE 'E f FRAME AND GRATE/LIO -- ..._ NEENAH � PAGE 1 OF 2 e--------, '"""""y C(:t.lPANY I\F- 49901NST 8 '"' 08-23-2006 --- TRENCH DRAIN DETAILS NOT TO SCALE 0 r , ·_ OUTlET PIPE 0 0 0 0 0 0 0 0 1 " DIA. ANCHOR B TRENCH IN ACCORDANCE wm, OSHA REGUlAnONS ·- · .. , .. . . . - ..� .�-; ·· ·} -1 : ..,._ , TAMPED EARTH FlLL MATERIAL IN GRASS AAEK, ANO IN.0.0.T. No. 8 CRUSHED STONE OR FlOWABLE FILL IN PAVED OR STONE LOT AAEAS ,· +·· =+-- 1 ·- 1 0· _LJ,�.:.:-:::. :\. ':';;,"· ====1 0 0 0 0 0 0 0 0 0 BOLT HOLE 4 REQ. 0 0 0 0·0 0 0 0 . ' . � � N - N N � lll • 'o ::... 'co O!A in 1 5 1 8 24 30 36 42 48 60 f.llN TRENCH WIOTI-1 in 31 34 39 48 66 78 83 89 \02 TRENCH WIDTH INITIAL BACKFILL WITH INDOT No. B CRUSHED STONE 1 2" ABOVE PIPE Brn WrTH INDOT No. 8 CRUSHED STONE BACKFILL TO SPRING LINE HDPE (CORR. EXT. SMOOTH INT.) PIPE TYPICAL TRENCH DETAIL NOT TO SCALE INSTALL 660 LBS/YD' HMA BASE IN 2-3" LIFTS TRENCH MATCH Ex15nNG PAVEMENT SURFACE BAS E BACKFILL WITTl INOOT No.53 CRUSHED STONE WIDTH - TYPICAL PIPE BEDDING/TRENCH DETAIL NOT TO SCALE 2'" PIPE ' � ' °' ·. , , . . , . ' • . . . . . - .. �------1-c�. ;� ·. . . . ' . .• : .· L . . 3" PIPE 1· .:'.�.·:�\:.�· -C,�.� .. 7 �-- ?, !· 1 4 . :C:: � :::: O UTL :::: E T ::::P I P::E::::d �·· • ..ro. .• _I -�"-�-��- · �, ,_ . . _. �·· INLET TYPE A NOT TOSCALE N N N L �JJJ -I L , . 0 0 0 0 0 0 0 0 1', ._,• ;. ,· _j - - - 24" ----, FLAT TOP GRATE CASTING TYPE 2 NOTTO SCALE � r,·- C ' I _,._,,_,:}: ' I , v � I ,__ ________ ,.. TOP VIEW [J/8" CAVllt I ENGRAVED -,-- - - ., r J//l" LlTTl'RIN(, Em>RA\IUJ . ,;,· w l-- r ,· TYP -J I ' ' __::::;::::;:, ---=�. all I n I I u -�� . � --R,-�' --� ' "· ,- . _· .,� I I I - T I ' u FRONT \/lEW l__ r 3/8" LCTTERl!<G DIGRAV(D d �, 1, - 1r - r1 1 r - - - - � - - - - 1(,T "\, - 7f ''-"/ ll JJ j L I L IJ ,- �/ 9/16" BACK \/lEW .. " ..... .. . «> ,,. :,:. -z .:::; - • 0 -, S'·O" minimum SECTION A-A NOTE: FOR NON-BOLTED TRENCl1, CONTRACTOR IS RESPONSIBU: FOR curnr,;G THE /"RAMES IN Tl-lE FlELD TO SIZE AT CORNERS AND ENDS Of' RUNS. MATER I AL, CAST GRAY IRON ASTM A-�8. Cl.ASS 35 FINISH NO PAINT IIEIG!1T, Sji • • '; .. : """ " to'·O' Desirable \ Existing Drive / - Gr<lde intersect point .- - - - -- - --?----1_, - - :ri:);�::i - 1 · · · · · ·: rl -�" 'IW:::,.__ _L_ _ -T- - -� -�- - --- - _ __j__''.'_":"--=::::,,___ _ -- l. See Standard Drawing E 610-DR!V- 09 for Section A·A, andSection 13--B. ,:;; R "' -lo , R " 20'·0" min. ad·. rn traffic lar,e @ See Standard Drawing E 604-SOWK-03 forsidewalk driveway crossing details. � YJ• R = to'·O" mln. adj. to parking lane 3. See Standard Drawing E 610-DRIV-M forjoint placement, manollthlc curb, and concrete curb and gutter details. Concrete curb and gutter) Edge of HMA pavement Monolithic curb S'·O" minimum M 1/2" Preformed Joint Filler PLAN VIEW CONCRETE CURB AND GUTIER Grade Intersect point 10'·0' Desirable \ Existing Dnve rl���-,- - - LL- - --;,, ,:,;;;,- - -- - 1 - - -- -QI : 1- ,e• e· (m" I I A, B s ' i lt. or R/W� Concrete curb and gutter [ill PCCP fo, Approaches, g in., on Dense Graded Subbase, 6 In., on G�,ogrid Type lB, on Subgrade TreatmentType II (6 in. Cwrw Aggregate No. 53) @J Fer type and th;ckrl('.56 equivalent to surtac.e in place, see plans. c:::::::::J Sidewalkelevation transitions. INDIANA DEPARTMENT OF TRANSPORTATION 42 C CON 42 " 4 1 ' Monolithic Cu { Sidewalk @ R " 20'-0" min. acL to traffic lane R = 10'-0" min. adj. porking lane Mooolithic Curb ,-Sidewalk Buffer Integral curb {Typ.) 1/2" preformed joint filler 1/2" Preformed Joint FIiier ..-,-� Street --- � --- - A, B ._j 1 2" I I (,1 '::::: , ,r-1- � �. I' EX GRAD! I I N PROPOSED - RETE < ALK I r _J ' 1 - PLAN VIEW INTEGRAL CONCRETE CURB SECTION 1 - E 1ISTING ETA I N I <G J W A LL TO BE REM(i)VED / 1 \2" ALUM NUM --H-.·NBR-A-1 "' ·:::o-.. 11'-1 " - � '--:::: � ' 1 " NOS � 5' WID e CO Pc:::: '\ STAIR ::::: ,:,-.._ 1 '-1 " :, � "--,s I I �� I , !/ EXPANSION '::---."" I I �11=- r�r J . . �i - f- 1 � JOl 1 � 1-ii' REBAF fQl EACc TREA[ ...IN-:-8' co ,.__ '" - " #4 REBAR Cf; 1 2" � o.cl EACH t A y CCJRAN�tAR-S-A E- 0N IPACT i D SUB , RADE � - ""' I 1-2" I I � � ,,_r � �il I '-- EX ANSIO JOINT I N , . __ - " ·- · n _. . . I ' ELEV 419 54 5LEV 4 1 b 07 io BLEV 4 1 8 . 59 � I ELEV 4 1 1 2 6LEV 4 1 .64 6LEV 4 1 V . 1 7 ALU r NUM IPE SL SPA E BEn VEEN P NON·�ni=TAU GRQLJ INS �t; LL AP ROPRI RE i MMEN ED BY AW Y FROS POST. 0+ 1 0 0+20 SECT ION 1 CLASS III DRIVE (COMMERCIAL) SEPTEMBER 2019 STANDARD DRAWING NO. E 610-DRlV-04 EVE, S )ST AN . TO aR QESJt:N STANOARDS ENGINEER '-' \, LIDLY J ILL TH � REMAI I I NG SLEE ;f WITH ONSH f l NK, .,,..,OX. " BELO . "'' ,r-,F CE. TE WA ERPROP F SEA ANT A THE M I NUFAC i URER, APER 5/1/2019 6/5/201 9 . 25 a 20 1 5 0 ,.__ - " 0+30 CONCRETE STAIR WITH HANDRAIL DETAIL NOT TO SCALE z ... ::E J:il ... ._::i < ::E z - - :s \!I > "' z z i'= - o - C w 0 � --' � - :, « O'.l 5 0 a:, � u ""' "' z 0 u ... � ::E � ... u "' c:,: - 0 u ... z ... ... C 0 u REVISIONS B I D SET C 2021 Midwe.stem Engineers. Inc. S02Wesl Broadway Street r o. m,� 295 Loogoot<'C. Indiana 4755} DATE MARCH 2023 DESIGN CWR DRAWN ORK Q.C. CHECK PROJECT NUMBER 20220 1 2-06 3 3 OF I FILE NUMBER • 43066 8 Do Not Use Plan P reviews for Take Off