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Home My WebLink About20151021 Ver 1_Permit Drawings_20150929° c � tr i � N � �-� � ��,,. ,- � a p� �,_.,��,s . �.; � � LT��' �/ � � am ,r� �v.t I � M U F Sn�l�l�n l 0 O P�t. U �va C L � ll6 4 ,� / � W � � � � � V �� O U 0 E,: �,� ,�.,,�,,,�: �,.,_;�� m:,� r �as ._ J Lill4 .11�;,nhfn FI.�:)Ii'" � VICINITY MAP BEGIN TIP PROJECT No. B-4792 -L- PC Sta. 9+ 99. 74 GRAPHIC SCALES DESIGN DATA so zs o so �oo A�r zol4 = loo ADT 2035 = 200 PLAN$ K = 25 % D = 55 % so 25. . 0 5,0 � o T = 19 % ` � I�I I�C — V= 25 MPH PROFILE (HORIZONTAL) � TTST =1 DUAL 78 l0 5 a lo zo FUNC CLA55 = LOCAL �� PROFlLE NERTICALI SUBREGIONAL TIER \� S'T'i�'�`'iC cOi � ��i0'R��I C��R�� ,IN �\ 1 � I`��I�I�Oi\� c�1T�' ]�ITC:� �T�1'��`�'S POLK CO U1�TY LOCATION: REPLACEMENT OF BRIDGE No. 4 OVER A SMALL BRAIVCH OF PACOLET RIVER OTI SR 1102. TYPE OF WORIC: GRADING, PAVIIVG, DI2AINAGE, STRUCTURE. � � ° �o\ (� "' � \ � �,�� C � N � � � � g\ � ` \ � \ � \ . 1 11 s x t 4 IAQRSM � zz \\ � � � � � K- \� /�� C� � er /4� qy � � F9 B-4792 � ��0� S�S 7 "� �Pp Pigure �1� Roadway Desi�n ancJ l ypical Sections ,�p,� �� \$ � \ \ \\ A\ �x � A \m� � � o\ �g� � TIP PROJECT No. B-4792 -L- Sta. IS+OS.00 -� � � q�. ,�, � �Np \ i 5 � �g`, �N \` p� � �z \ � � a � �p� � o` \" G � � N � � � 6` \ � � INCOpiPLETE PLANS � THIS IS NOT A CONTROL OF ACCE55 PROJECT PRGLIAfINARYA PLANS --� TFIIS PROJECT IS NOT WITHIN THE SALUDA MUNICIPAL BOUNDARIES . CLEARING ON 7HIS PROJECT SHALL BE PREFORMED TO THE LIMITS ESTABLISHED BY METHOD PROfECT LENGTH LENGTH ROADWAY T.I.P. PROJECT B-4792 = 0.096 MI LENGTH STRUCTURE T.I.P. PROJECT B-4792 = 0.004 MI TOTAL LENGTH T.I.P. PROIECT 8-4792 = 0.096 MI aresu�m �o rre ance d: DIVISION OF HIGHWAYS 1000 Ri.rA RiJge llr., ltaliigh XQ 2i610 f^II STASOIRD SPEL6141ffO.YS RIGHT OF I{A1' DAT6: KEVIN E. MOORE PE DECEMBER 2074 Pxo�ccr e.cuisccx LET7LVG DATE: STEVE D. KENDALL. PE JANUARY 2016 PR�/EOr ocsrcc Ecc�.��r�a GNGLVGLR ROADIl�IY DESIGN GNGINEER P£ C1 �2 E1 E2 R1 PAVEMENT SCHEDULE PNOP. APPRO%. 2.5" ASPHALT CONCflETE SUFFACE COUHSE, TYPE SF9.SA, AT AN PVERAGE flATE OF 137.5 18S. PER 50. YD. IN EACH OF TY10 R Z CONC. BARFIER LAYENS. PAOP. VAfl. �EPTH ASPHALT C011CPETE SUPFACE COUHSE, TYPE SF�J.5A, AT At! AVERAGE RATE OF 170 IBS. PEq S0. YD. PER 1" DEPTH. TO R 3 TEIdPOFAHY SHOFING BE PLACED IN LAYEFS NOT TO E%CEED tY2" IN DEPTH. PflOP. APPROX. 4" ASPHALT CONCRETE BASE COUPSE� TYPE 825.06, AT AN AVEFAGE RATE OP 456 LBS. PEfl S�. YD. T EAqTH LIATEFIAL. PROP. VAP. DEPTH ASPHALT CONCflETE BASE COUPSE, TYPE 625.06, AT AN AVEFAGE RATE OF 174 LBS. PEF S0. YD. PER 1" �EPTH. TO U E%ISTIflG PAVEIdENT. BE PLHCE� IN LHYEqS NOi LESS THAN 3" IN OEPTH OR GBEATER THAH SYp" IN DEPTH. SHOULDEfl BEP61 GUTTEP W V7EDGIIIG � NOTE: PAVEIAENT EDGE SLOPES ARE 1:1 UNLESS SHOYIN OTHERV7ISE. � -L- SR 1102 _..,.__ ._ ....., _, ._ _......_ ._ ...._ _..._ TYPICAL SECTION NO. 1 � -L- SR 1102 aono�.vnr oeaien r �rxu un EI:G!:lEFR EI:GII:EfR INCODiPLCTG PLANS . �aur�.�nc. PRGLIAi1NARY PLANS w ..o, i.e ros ro. �xirno•: � SURVEY USE NPICAL SECTION NO. 1 -L- STA. 9+99.74 TO 10+56.00 -L- STA. 14+50.00 TO 15+05.00 �� TYPICAL SECTION NO. 2 USE TYPICAL SECTION NO. 2 -L- STA. 10+56.00 TO 74+50.00 � Wedging Detail figure �t[3 Roadway Design and Typical Sections INSET A USE INSET A IN CONIUNCTION WITH TYPICAL SECTION No.2 -L- STA. 10+56.00 TO 13+25.00 LEFT POINT ti � —L- 2' � EXIST. (SR 1102) tx��— exis? I _ � — �- � � � � U � � GRADE TO THIS LINE J � ' `-� TYPICAL SECTION PHASE I L L � EXIST. (SR 1102) TYPICAL SECTION PHASE II � —�— � EXIST. (SR 7102) 2' / JI I ,SEE PIANS `� SEE PIANS � � — — — — — �- '=—EE— — — _ _ � � PROPOSED RCBC I W�U 6 E� L— — — — _ — — — _ _ — — I R3 TYPICAL SECTION PHASE III � —L— 14' 10' 7' 6 9 2� POINT n I/ -I I SEE PlANS _ � i SEE PL4NS I � �'--8E— ° — — — —1— ------ I bz� R3 PROPOSED RCBC �----- TYPICAL SECTION PHASE IV � � — � T 4:7� � I .\ �1 T � GRADE TO THIS LINE \ PHASING FOR CULVERT COI�ISTRUCTION PHASE I - SHIFT TRAFFIC INTO ONE LANE PATTERN - CONSTRUCT SOUTHBOUND LANE PHASE II - REMOVE EXISTING STRUCTURE - CONSTRUCT CULVERT PHASE III - SHIFT TRAFFIC ONTO SOUTHBOUND LANE - CONSTRUCT NORTHBOUND LANE PHASE IV - CONSTRUCT CULVERT - FINAL TYPICAL SHT. 2 EI:LII:EFR I EI:LII:EE0. INCODiPLETE PLANS PRELIDfINARY PLANS PAVEI�tENT SCHEDULE C1 2.5" SF9.5A C2 VAR. SF9.5A E1 4" B25.06 E2 VAR. 625.06 R1 SBG R2 CONC. BARRIER R3 TEh1P. SHORING T EARTH ldATERIAL U EXIST. PAVEh1EN W NIEDGING Figure 4C Roadway Desi�n and lypical 5ections