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C .. AA -r' s r+yClrs.! , U as iw, ` .f Llfnft f1fya mF'nt p MICKE GROVE ROAD EXTENSION �pt, r { J! ! F! _ rr r„'V. Vcf�5 , tnd P1,t, _ ROAD INDEX FILE YEAR SHEET :' TOTAL 1 - 94 6 -3 1b.5.'r s spoc/ng S15- S16 1963 $1 Ers NO NO NO engt of C vert Approx- - - - --- -- - - frost bolt hole '' zddBd rCJ1wJ�G I ' M ✓� x 14 splice bolts ---_ -- - ---------� i /� 34 - B per joint. 2-• -4a-- 44 - .2 +►i s Sk Bar Lop in direction I , _ _ of traffic Post boltslot rJd r' vrs Spa rs - . - - Cur tPLAV �4 0ops12 Term1na/ sect/on lapped _ � s - on traffic face I �_ _ -- -_-+ - Rodi s of r undin / . _ in rr �`� ` f B rS \L4 -1- -_ - �Ics - � .J b ore t onnot sT h -- i - -_ -_ - -- - - - - - x2 - T '_ - - - - - -- _ _ _ - T0 -- - _ - - - - __ — ---- - -- — .� T r✓ % � � �< <._' �_.1 :1 : I __ _ _ — -- _� Irk 1, � __ _ ___�- -_ ��X J / PRT L E 32--,— T" ET /LS FO S/ GL SPAIN LV RT ; slotted holes sl 6 94'15. 5 IL Length of CulvertI - asbestos sheet packing ! -Skew i; of expansion joints only. Bars 11 x \ Rad Interior Wall CROSS SEC TION EL E VA TION _ -- - Culvert -- tr --� 4 Hoops 12 J �-- � R A l LSPL / E Radius of rounding fz ` _ _--- -_- _ i E I but- not less than 4"nor _ { I II NOTE.' Plocr� end post n shoulder Sco1e-� 3 'J=1J- D,J more than T3. f Bars 1 i if structure does not occommodate I I a rr I{ I f J2 - 6 unit length, jiI P CONSTRUCTION NOTES PART PLAN SKEKIED- , 12" Round hole, P SPECIFICATIONSSTANDARD SPECIFICATIONS, DIVISION OF HIGHWAYS , CURRENT PARAPET DETAILS FOR MULTIPLE SPAN CULVERTS .let pest /n EDITION AND SPECIAL PROVISIONS ACCOMPANYING PLANS . pos/laon and ( ( I I, i I EXPANSION JOINTS NONE IN INVERT SLAB UNDER COVER LESS THAN SPAN fill with PCC ► �I ( ( � _ I ,I LENGTH , PLACE 1/2 " EXPANSION JOINT FILLER IN TOP SLAB J AND SIDE WALLS IN DIVIDING STRIP OR OUTSIDE SHOULDER, I L .._ _ a I _. UNDER COVER MORE THAN SPAN LENGTH , PLACE EXPANSION CQI JOINTS IN TOP SLAB AND SIDE WALLS ONLY AT 30" A. CENTERS , AND ADDITIONAL JOINTS AS DIRECTED BY THE L L �`VAT1r) ENGINEER AT LOCATIONS OF CHANGE OF FOUNDATION CHARACTER _; � SKEWED PARAPETS L V (f VV e in t j JI /� I I n � p 4 8" tr Skew Span 13 ! 4S �i6i810 /2 END POST Ory SHOULDER CONSTRUCTION LOADS CONSTRUCTION LOADS HEAVIER THAN LEGAL LOADS t Ck eS of Si r r ad t An I NOT PERMITTED UNTIL CONCRETE HAS REACHED A ,ul ert on d m " C er s1 ` (Bc1r No �—_._ - 6 ' 61718 e C St uc ro D°- 1,�°, ; � � 2? } �- -+ _ - - . STRENGTH OF 3 000 PSI AND STRUCTURE STRUTTED X1S /n C $t u . 10 No. ofbor ,21 .3131 .3 AND CUSHIONED AS DIRECTED BY THE ENGINEER h ;. _ /6 3D e Sar No 1 4 4 5 6X718 8 r _.-y 3 n. °- °�� No ofbo'rsl 2 3 3 3t 3t3 3 3u JX 6 rr rr J n See 'Special Provisions' _ _-___ - W She - / , ,r r r, B x8 x / 2 for Rail Element. 31° 45° Bor No. +4 4 6� 617-I} 8 8 _ ,. -- 545 D F Block: I Na ofborst3 3 3, 3' 3 1313 46-3 Max, 6 -3 Max• 3 outs/de edge of D°-45°} *4 Hoops /2 Ctrs. JJ —_ s __ .-. _ � ` i 1 shoulder. p � - Art M/n. bolt Bolt 6 00c- I5.5 Posts I I i k I L at - ' 3 / Provide lock washer ___- 9 �4. Slot holes for i rr / Jr I vertical ad ' IJ,R BoltsM I z I� _ s 18"x 3 r 6 r, 2 / x0-1D r -- Between Spacers 14E r Bolts__ T p µ IL Provide out wasflerS' V / rr r rr yy 2758"x % x D' 4 "pads Shim posts as required, 3"x / x O -6% • kR! Washer f TRIPLE BOX . _CULVERT _ _ SE , TION A A RA IL ING DETAILS " x Scale: 1"- 1 -D eco>e. l;'=1'-orr _- MISCELLANEOUS DETAILS } � 3 f ..._..____..I SCALE BRIDGE FILE DRAWING Moo h'B ev.5vol 9-21-Cl 4 1' f;FL. DRAWING No P- T''