� a a 0 0 > cw �� z M� ! '$1 M� �o N ' 0� "°o m, ..... �g . ';ll :;J .� .w t --- "" rl ow % - " � . � � • NO <! ,. "u , z� - � oa, .. - o< -� 59 5N •• Ji� 2 -o" +--i-;:;: cu"11 l'r' p , I � 24'-6" ---------- - -/------------ - - 24'-6" -----------�f- 2•- �� UT I A" . \ 1 .5% LEGEND @ 1 65 lb/yds2 HMA Surface on 275 lb/yds 2 HMA Intermediate on 660 lb/yds 2 HMA Base on Subgrade Type II I "' FILL,.\ �' I'?� 2'-0" ...l..-- µ -1-- - , - 5 cu11-- 1 ----------- l'r'p 1.5% Limits of S4u9bg'-ra0d"e-Tr-eat-me-nt----- ------------------ TYPICAL PAVEMENT SECTION SCALEY."=1'-0" LINE PR-A STA. 0+25 TO 7+49 4 9 '-0" Limits of Subgrade Treatment TYPICAL PAVEMENT SECTION AND RETAINING WALL SCALEY."=1'-0" LINE PR-A STA. 7+49 TO 9+42 2' -0" ...J...--t;_;-1-- - , - 5 CUT4-' 7 ---------- r 24'-6"_____________, 24'-6" - -----------;j - 15 -1-=2- - · _ o" NOTES: @ c Tl eestmedaxgimraudme naolgr e1b2r%aicfodriffseargegnecde ginragdreades shall not exceed 8% for ® cSuereb ,S taanndd ac rodn cDr er at ew icnugr bE a6n1d0 -gDuRt tIeVr- d1 4e tjaoi li sn.t p l a c e m e n t , m o n o l i t h i c 1 1/2" I 45° 5 Sidewalk (6'-0" min.) +2% max. sidewalk slope SECTION A-A ma o6 x " r g 6 m r %ai d n ei d m o 2 u w% m n up (SIDEWALK ABUTS BACKFACE OF CURB) TTORAN1S.5I%TION Llz_ � Limits of S4u9b'g-raod"e-Tr-eat-me-nt--------------------- -- TYPICAL PAVEMENT SECTION CULDESAC AND RETAINING WALL SCALE:Y.",,,1'-0" . '. LINE PR-A STA. 9+42 TO 10+00 or R/W 10'-0" min. Max. grade 14% up or 6% down Max. algebraic diff.@ 1r e/q2 u" ipr er edf owrhmeendejxoiisnt itnfgi l l ed rr i v e is PCCP LEGEND M a xo.r g1r4a%d e d1o5w%n u p Ma e M x x e . is e a t t i l ng g g e r a b d d r r a e iv i c oe f d iff.@ MaxM. aelegtegbrraadicedoifff.@ existing drive � = Curb ramp or sidewalk elevation transition. � = PDCeCnPsefoGrraAdpepdroSaucbhbeas,se6, i6n.i,no.,non CLASS I DRIVE DETAIL Subgrade Treatment Type II (6 in. Coarse Aggregate No. 53) PLAN VIEW GRATE SECTION FRAME SECTION NOTTO SCALE Product Numb@,r 00749541C11 OeslQn Features -MCau1errbtaIlnslet Frame GrGamray Iron iCL358) M i sGcrea yl l aI rnoeno u( sC LC3a5sBt i )n g Ductile Iron (70--50-05) - L oHaeda vRya tDi nu gt y -O2p3e1n SAqreaInches • CDo ai ptpi negd - Designates Machined Surface C.rtiflcatfon --- CAA oSSuTTnMMt r AAy o45f83 O6 r i g 1 n : U S A M00a7jo49r 5C1o0mpommts 0000754293555410 D0 6r /a2W1 / 12n0g0 6R eDve s1 &i gl on enr : J M B 12/10/2019 ReYlsedBy:MAH Disclaimer Weignra(lb6../kg)d-$(1rld\e6/mm) af'lddraYMgaproYidedfor'fOAJf\ll,IIOll,)c&. We reserve tne "llhl to ITlO<fify specil'ic&tlon\l willlOUI -- CONFIDENTIAL: This drawing is the property of EJ GROUP, In<:., and embodies eot1rK!ential lnfonnation, regi-stemd m311<s, patanis. trade sacral information, and/or know how tl1at ls the property of EJ GROUP, Inc. CopyrighlCl2012 EJ GROUP. Inc. All righls reserved e8Cj 0co0on.6tc 2ao mc6 t 4 6 5 3 GRATE SECTION FRAME SECTION ROLLED CURB CASTING DETAIL NOTTO SCALE Iii 1 Iii 2 Iii 3 Iii ' Iii 5 Iii 6 Iii 7 Iii 8 Iii 9 Iii 10 Iii 11 Iii 12 • • • • • 1P o• •• • •• 1570-12 Overall w/ Recommended Clearance: 5' 4-1/2" e 13 Iii 1' Iii 15 Iii 16 • •• • 2P oe ••• •• Iii 17 Iii 18 Iii 19 Iii 20 ••• • • 3P o e •• • •• 1570-8 CLUSTER MAILBOX PEDESTAL DETAIL NOTTO SCALE 311 � RW /yp FILL RW /yp FILL @ 9A"lterPnCaCteP Poanvement 6S"ubCgoramdpeacTtyepde AIIggregate No.53 Base on @ Rolled Curb and Gutter, Concrete @ Retaining Wall CONCRETE PAVEMENT Plan View I Longitudinal _j I Joofi nPt aovre Emdegnet Width of Panel {Traffic Lane) Varies A CONCRETE PAVEMENT REQUIREMENTS o J L o o f i n P n g a t i v o tu e r d m E in e d a n g l t e Section A-A Section B-B Existing Length of Panel varies rLongitudinal Joint . 'P.G.Gft.• , • ;. PAVEME.NT·· 4 Width of Panel 0 2" PIPE -- -- b' '" �- �- - 6" 2'-0" 6" - I "' ' PLAN 3'-0" _ _____..J 6" t---2'0" ---+ 6" 8 OUTLET PIPE ' GENERAL NOTES 1 . 2. 3. If inlet pipe is required, Ai, B2, d e c rsehaasl lebde1i'n-0c"r,eaass ed ior er c t e d . 2c u" rpbi pt oe idnrl ae itn. fAr ogmg r eb go at t toemt oo f boef ppiplaec.ed around inlet end 3o"p emni nf o. rd idar api ni paeg et oobf e k e p t ss uu br f ga rcaed ies oprl abcaesde. u n t i l G) 3" PIPE ,WE MATERIAL PAVEMENT -RESIDENTIAL P.C.C.P (3500 psi) PAVEMENT -COMMERCIAL P.C.C.P. (3500 psi) THICKNESS Varies 6"MIN. 10"' MIN r;j . ..... "NI , 62' ' BASE #53 Cn.ished Stone Mechanically Compacted GENERAL NOTES 1. Concrete shall be 3500 psi. 6"MIN 2 Match the existing pavement thickness if it is greater than the required minimum. 3. The limits of a concrete pavement patch for residential streets shall be extended to that of a full panel. 4. 6 5 . SCaown ccr euttet hseh af ul ll lndoet pbteh polfatcheed poann ef rlofzoer np astucbhgersa.d e or s u b b a s e . rCoaasdt.inSgseelocDaetteadil iCnAth-1e frooracdawsatiyngshaadljlubsetmfleunsht dweittahiltsh.e pavement and follow the cross slope and grade of the 7. tTrraannssvveerrsseejo0in-1t pcaotntetrranction joints shall not exceed a spacing of 18' and/ or shall line up with the existing 8 jLooinntgpituatdtienranl. joints shall be added if the panel is wider than 12' and/ or shall line up with the existing longitudinal 9. Longitudinal and transverse construction joints shall be sealed. See Detail CP-3 for joint seal options_ 10. See Detail CP-2 for dowel land tie bar placement for concrete pavement patches. 1112. SDuobwgerlabdaersshaanldl btiee pbraorosfrsohllaeldl bbeefdoorwe eblaesdeinistopelaxcisetding pavement with and approved epoxy. 1 1 4 3 . . Surface restoration, including pavement markings, shall match existing unless otherwise approved by the Engineer. Traffic control shall conform to and be in accordance with the Indiana Manual of Uniform Traffic Control Devices MANDATORY ALTERNATE FOR CONCRETE PAVEMENT IN LIEU OF ASPHALT NOTTO SCALE 18"1 TABLE 1; Pod Recommendotion5 TABLE2· 33-3/8" h (Thickness) w (width) min d (Depth) min 4" 47'' 47" 5" 44" 44" 6" 42" 42" 7" 40" 40" aE.x1 o1 Ha!ni !is'li!'oiknBA2nltlclhl wowr wB.otii l1ttiRi;;oecm)ommendations -- G11a2lvinacnhizdeidameter x 5 1/2 inches overall length -MKinBimIIu1m2-e51m2b, eSdtamineJenstsinstceeonl crete must be at least 8" 39" 3g" b3. 1IT/2WinBcarhness!:!! Be:db�aQ T!l [bQI!. (www . bi!ti,!.Qllll 47-3/8" -- G11a2lvinacnihzdeidameter x 7 inches overall length 4M1in/6iminucmheesmbedment in concrete must be at least 61-1 / 2" c, Rawl SJud (www,rawl,com) d . :• _.· .. :-, .<•:.·:· OUTLET PIPE SIDE ELEVATION INLET TYPEJ NOTTO SCALE SINGI.EUNIT 10"TYP - - -- L .. ,... �"-- n, w l 1 ..... ..... ,... J ---J ___ .... _ ,... MUIJI-I.INRS W1J3-1SNIOtDII - DJSJUSI.TN'UUI: ,.,....,_ -- 2'-10"TYP >w . ' --,--,-- -� - 112 inch diameter x 5 1/2 inches overall length ' ' ' ' ' ' ' 28·T 14" I MC LAUNSUTFEARC MT UARI LEBDOBXYA S FOLROARPEPNRCOE VCEOD REPQ. U A L ' ' ' ' ' ' ' -MGinaftmvaunmizeedmbedrnent in concrete must be at least 4inches 1 N ) Em WDe a py C e O b n e d N i n nC e g R c E e o T s n E s a c B l r i A y m S a o E s t : i c s haonwd ns. oCi l ocnosnudl ti tlioocnas l i nb utihl de i nagr ecao dofe ismf ot or l lroetci oonm, moepnt idoantai ol nf so.u n d a t i o n m a te r i a l 2) Refe r to Table1 for thickness (h), width (w), and depth [d) of the concrete pad olternotives. 3) Concrete shall hove a compressive strength of 3000 psi @ 28 days, contain 4% min - 6% max air entrapment and be placed with o 3.50�4.50 slump in accordance lo 301 4) Use wire mesh as per !Standard) or fiber reinforced concrete as per (Standard). STRUCTURAL NOTES: CONCRETE PAD MUST BE AT LEAST 3 1/2" THICK. CF ROONMC RHEI GT HE PS APDO TMTUOS TL OB WE LSEPVOETL WWIITTHHIINN T1H1E/ 2 " OVERALL FOOTPRINT OF THE 4C DEPOT CS TORNECNRGETTHE OS FH A3L0L0 0HPA SVIE@A2C8 ODMA PY RS ,ECS SOINVTEA I N 4 % MWIINT-H6%A 3M.5A0X-4A.5IR0 ESNLUTRMAPP. MENT, AND BE PLACED CCOONDCE RREETQEURIREEINMFEONRTCSI.NG SHALL BE PER LOCAL 4"MIN ___J 8" MIN OtlllJHfOP co,,c,m,.u, f!'MIN L M.<ICH ElQSIIIG GRADEII IWIEDNE/,S .,_ (R&B10�1 RlllAIJBIWMS) PEllES1llL ½MOUN11NGtlJT/WASIERll«JTNlOOBll RUIIIIERPIIO RlfB10ANCHOflllOIJSOPl10NS� 2 (OP110NAl,fW,SESEE-CXlNCIIETENCIIE 1 ON NEXrPAGf) OMW:TGIWIB.ORCIIJSIB>SIIH (OIMTWIEE SOI.I) ROCKOCXlllSI (OPTIONAl,fUASESEE-CXlNCIIETENCIIE 1 ON IEXTPIIGf) ---SOLORWIU,<XMIICIIDRl CLUSTER MAILBOX PEDESTAL CONCRETE FOUNDATION DETAIL NOTTO SCALE TYPICAL DETAILS • - REVISIONS 4/25/25 BID SET 0 2025 Mitlwcs1cm Engineers. !nc. 802 West Bro:ulw:,y SlreCI P.O. Box !95 Loogootee. Jmli;1nu 47553 DAT£ APRIL 2025 DESIGN CWR/'.EKP/'.BDH ORAWN DRK/'.MKW Q.C. CHECK PROJECT NUMBER 2024072-02 27 27 OF 45 I Fll.£ NUMBER I 44728 Do Not Use Plan Previews for Take Off
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