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DIRECTION OF STATIONING SEE "SIDEWALK DETAIL " ON <br /> . SUPERSTRUCTURE DETAILS <br /> < > SHEET DIRECTION OF STATIONING <br /> SEE "SIDEWALK DETAIL " ON <br /> \ SUPERSTRUCTURE DETAILS <br /> SHEET <br /> F <br /> f <br /> LJ LJ <br /> I 1 I I I I 1 <br /> ir11 r , <br /> ILJI 1 '_ 6 - I Ir11 1 ._ Irl <br /> L MIN BARRIER I LJ <br /> L J r 6 " <br /> ` 1 4 ' CL MIN. I I I BARRIER <br /> 4 " CL J <br /> _ _ _ _ _ _ _ _ _ _ _ _ <br /> TO PROA04 _ _ _ _ _ _ .1 _1_ = = - <br /> _ _ <br /> (SEE ROADWAY PLANS I I I I _ I - = ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />_ _ _ _ _ <br /> FOR LOCA PONS) I I / I <br /> AMID CONFLICT 1 r I I r I I / - - - - - - _ - - - I <br /> I i TO PULLBOX <br /> WITH GUARDRAIL L 1 2-2-0 PVC DUCTS I J I r I r J <br /> POST LAYOUT I I L J c-1 "a PbC' DUCTS ILJI (SEE ROADWAY <br /> PLANS <br /> I FOR LOCA nUms) <br /> I i <br /> I <br /> � r -II � r , � <br /> LJi IL I IJLJI <br /> 1 BEGIN BRIDGE i ENO BRIDGE I <br /> BEGIN APPROACH SLAB I I I ENO BENT NO I I o � I <br /> r , 1 r , I 1 END BENT NO J i <br /> ILJI ILJI I LJ Ir111 <br /> 1 I IL I ILJI <br /> I I I <br /> 1 ' cONSTRUCRON 1 I 1 <br /> 1 1 AND P.G.L. <br /> CONSTRUCTION AND PGL _ _ — _ _ - - <br /> PVC <br /> PVC DETAIL AT END BENT NO 1 1 PVC DETAIL AT ENO BENT NO. <br /> J <br /> END APPROACH SLAB <br /> 24. 15 N 14 '-8 I/4 �t DIRfL RC4V OF STA RONING <br /> R ,\ <br /> P i. 24. 08 TJ 78 2168 1 <br /> 1 <br /> 0Q G <br /> 20 '- O" <br /> / 204-00l TEMPORARY S C H FTP/ /NG <br /> m I. TEMPORARY STEEL SHEETPILE LIMITS SHOWN IN THESE PLANS ARE APPROXIMATE. <br /> CONTRACTOR SHALL FIELD OEIERMINE <br /> TEMPORARY m �' ACTUAL SHEYDRILE LIMITS AS NECESSARY TO ACCOMMOVA TE CONSTRUCRON PHA9N6 <br /> OPERA TIGYJS <br /> _C fee ¢ TEMPORARY STEEL <br /> (S Ef]PILING y SIEETPICING <br /> (SEE NOTES <br /> M15 SHEET) 2. DESIGN OF TEMPORARY STEEL SHEETP/LING SHALL BE BY CONTRACTOR. <br /> RHE CONTRACTOR SHALL SUBMIT SEVEN (]) Sf TS OF <br /> SHOP ORAWNCS AND DESIGN CALCULA DONS. SIGNED AND SEALED BY A PROFESSIONAL <br /> ENGINEER REGISTERED W THE STATE <br /> OF FLORIDA. <br /> m <br /> 9000"00" p <br /> J. SEE PRO„ffCT GENERAL 5PECIFICA77ON5 SECTION A455- 10. 5 FOR AODIDONAL <br />INFORMARON <br /> (TYP.) V m <br /> 14. 03 23 9J <br /> BEGIN APPROACH SCAB 2°' 40 24.JJ Q $ CONSTRUCROw7 <br /> N OSLO ROAD AND <)) <br /> P. G.L END APPROACH SLAB <br /> BEGIN BRIDGE <br /> 4 <br /> END BENT N0. 1 � END BRIDGE <br /> I END BENT NO.J <br /> IO'-J 1/2 1 <br /> lC <br /> (()) EL <br /> \ NX -CONCRETE GRADE P. r 14. 18 TJBB 2J ]BJ <br /> 2e.23 N OSLO ROAD OVER THE LATERAL C CANAL <br /> APPROACH SLAB GEOMETRY <br /> TOTAL APPROACH SLAB AREA - 15JJ SF PHASE I AND 1619 SF (PHASE IQ <br /> N E V I S 1 O H S ❑_❑ „o�£o rw SC4E - ] SHEET <br /> DAM BY oescmvnw o„Tc By ocscelvnw A' 'W”` '�' APPROACH SLAB <br /> DETAILS NO <br /> s os ,er pIA Anw L'rovrhrrn/ eY ruAAV W'wes <br /> .Writ Y. (brr; I.(., ykM 1Gi <br /> -J ` DR„xwG H0. <br /> „„Asol OSLO ROAD <br /> O „�+•rw.. .w � tI k mm OA7 <br />