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Home My WebLink About20181716 Ver 1_B175 Design Plans_20181218� . � � � O • � � •, • • BEGIN RETAINING WALL 2 STA. 14 + 00.2 7 -L- BEGIN BRIDGE = STA. 12 + 75.1 �— N�p � NSRS 2�� O O � � PO �O �� O� �S`� �� / � � BRIDGE 1�0.175 O T�ER BIG CREEK 01� SR 1332 (WATER T�ILLE RD) END RETAINING WALL 2 STA.14+25.27 -L- � r .- ----��--- _ `�, END PROJECT 14SP.20441.1 END BRIDGE �S� ` -�- sTa �b+so.00 = STA. 13 + 92.86 \ —L— SR 1332 WATERVILLE ROAD �� C.� �� / % i END RETAINING WALL 1 STA. 12 + 49.10 -L- � � % // / / /, � `J / �tl � � � �7`A�1`FS QTATFii PR0�1D�''P REFER6N�E �IVU 6HEET '1'O'1'AL � ,�TO, $HEET.� �D�D 14S P.2 0441.1 �7`ATE PRO�f,�NO. R M Pi�l, �i0. D�`�l�TION 14SP.20441.1 PE 14SP.20441.1 ROW, UTIL 14SP.20441.1 CONST. � � REVISION DATEo MARo 08, 2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED O� ti� �Q" � � d C� � �� T 1��RTH O� 4 OF TRP'�/ c� �o �� Z � ti� ��" � DESIGI� DA TA ADT 2010 ADT 2025 *T = V= * TTST = 3 = 450 = 600 6 % 25 MPH DUAL = 3 FUNCT. CLASS = RURAL LOCAL SUB-REGIONAL TIER � � � � � � � � � � � � � � 1_L__!� � � � � � �� , BEGIN PROJECT 14SP.20441.1 -L- STA 11 + 00.00 BEGIN RETAINING WALL 1 STA. 12 + 19.01 -L- PROJECT LEI�GTH LENGTH ROADWAY PROJECT 14SP.20441.1 = 0.078 MI. LENGTH STRUCTURE PROJECT 14SP.20441.1 = 0.022 MI. TOTAL LENGTH OF PROJECT 14SP.20441.1 = 0.100 MI. ro� �'40 POT STA. 10 + 50.00 -Y- END CONSTRUCTION `�� ,,,,�� ,.� CAR . ,�` Q��N,��,,,�<i''% : �O`.O��S�/O�i�� i = �a SEALy� 9 = - ' 20777 - - � � ^ �� . � ; :,tiq�`;Nc� NE,,��' .�: �� i�ii�� V �� '� � y L . `N � ��.�. �''��`�� Prepared in the Office of: VA UGH1� £� MELT01� �318-F PATTON AVE. ASHEV I LLE NC, 28806 FOR THE 11lORTH CAROLI11tA DIVISI011i OF HIGHWAYS 2018 STAIIIDARD SPECIFICATIONS HARDY WILLIS, PE PROJECT ENGINEER LETTI11lG DATE : MAY 14, 2 019 RYAN SHIPMAN, PE PROJECT DESIGN ENGINEER STR UCTURES MA1�lAGEME11tT U11tIT 1000 BIRCH RIDGE DR. RALEIGH, N.C. 27610 � ❑ Boone.NC 828•355•9933 ❑ Tri-Citfes, TN 423 •467 •8401 ❑ Knoxville, TN Vaughn & Melfon 865 •546 •5800 Consulting Engineers � Spartanburg, SC 864•574•4775 Asheville, ❑ Char�eston,SC ■ iVOrth CarOlina 843•974�5650 828•253•2796 ❑ Middlesboro,KY ❑ Raleigh,NC ❑ Charlotte,NC 606•248•6600 919�977•9455 704�357•0488 O At�anto,GA 770•627•3590 Copyright p 2006 Vau9hn & Melton,lnc. AIIRfghis Reserved DIVISI011t OF HIGHWAYS STATE OF 1�ORTH CAROLIIVA JOSH DEYTON, PE P.E. STATE DESIG11i ENGINEER DEPARTME11tT OF TRA11tSPORTATl011t FEDERAL HIGHWAY ADMI11tISTRATI0IV APPROVED DIVISION ADMINISTRATOR DATE 12+50 1q450 1.440 �' ls��o 1,410 FILL FACE C� END BENT NOo 1 STAa 12+75012 —L— GoPo ELEVo = 1434010 1'-6" TO LIMITS I OF UNCLASSIFIED STRUCTURE EXCAVATION (TYPo) BEGIN FRONT SLOPE APPROXo NATURAL STAo 12+66037 GROUND LINE ELe 1434e75' --------------�— FIX .�` r-, +� � � � � 0 0� � �� w CLASS II RIP RAP C� 1e5e1 SLOPE (TYPe) ,� +� +� +� +� 0 0 0 0 � � � f`n N I� � � � � Q � � � � J J J J w w w w END BENT 1 OTESo END BENTS AND BENTS ARE PARALLELo PILES ARE NOT SHOINN IN PLAN VIEIN FOR CLARITYe CORED SLABS ARE PARALLEL TO � SURVEY —L— AND EXTENDED TANGENTo END BENT 2 BOTTOM OF CAP AND BERM ARE STEPPEDo � 0 �� V'y, / �� 0 —� FILL FACE C� END BENT NOo 1 STAo 12+66037 —L— BEGIN APPROACH SLAB STAo 12+64°08 —L— EXTENDED � TANGENT � � -� � S� WoPo #1 ' , FILL FACE C� END BENT NOo 1 STAo 12+75012 BEGIN RETAINING INALL 1 STAo 12+19001 —L— 23080' OFFSET RIGHT ', �'-- •---•—•— ,, , , , �--- ----------- � � � � �1 � � � �, � -r��T � Y I �1 � N � � � + N a � � � � +� 0 �o Q � J w +� 0 �o Q � J w � < r � L 13+50 - - - -- -- - --�F I X --- � ------------------r-------------- r-� I CLASS B o MINo ELEVo RIP RAP � 141805'� � +� 0 0 N � � J w BE T 1 SECTION ALONG � SURVEY -L- SECTIONS ALONG END BENTS AND BENT ARE AT RIGHT ANGLESe i" /,. 1-, n� , � F�O -- <o Iq eF�� // �,. �� , � 19�839j ��Th, /�� BENT NOe 1 3 F,� � EXISTING CONTROL LI ��' T� �.� SUBSTRUCTURE �CyTJ /// (TYPo) / .� / y�� /� j / /� WaPo #2 � �� o // /" BENT NOo 1 CONTROL LINE 000a� / / ,� STAo 13+51049 � / � / // �� /� / � ,' � � �--� / BRIDGE IoD �j / : � � '—' STAa 13+33e99 � % / ; �' /� � ,,� /� i / %/ i' i / a "/ // // � � � � / `�' CONSTe JTo � � _L_ o � , � � � / /, �� / . / o/ . g �� /------,=--------- g / / .� BEGIN RETAINING WALL 2 - � STAo 14+OOe27 —L— �� ' 18e33' OFFSET LEFT � �� -� � i s F 1'. �" i' � F �., �i ,i � Sti�T'° �F�'� i Ti�,� T �qA O �1'�T �"" - o o,�, FT h� 0 000 / / ��'/q T��O,Q �� S ,� ioo��- F , i o �i� /� j j� ��' � ; ; ,--� i" / % / ,' � ; // , � � , i" �/ � � ` �: i � / � � ; y ; i" / � /� ,� ; . �� / �/ , . � ' � � i" / // � //.� ' .�� .� .-,� i i � � � ; / ,� �y I /J � i / i--i �o � ; ' % /� J � � �' / w �' , �,�v � j�- �� ; � � � / � �,� % // TEMPORARY ��// � % � i 120°0'0" SKEW a � TEMPORARY % /,� SHORING (TYPo) � � � � � � � (TYPo) `�' � CAUSEWAY j% 120 ° 0'0" �� .��/ i � , / ��17,_6„ � � . � ' � � � PROPOSED 6" � �-;, --✓, � I . � . � -• � ,' ,� ROADINAY PAY ITEM) �/ �� /=� I I -- -f- — - — -------------�-----------------------------------------"------------------ �,!- --------- ----------------�I � � - � - — - -------------�--------------- ----------------------------------------- - ----------- ---------------i� — -- -- -- � 76'-47/6" — SPAN A �� 41'-47/6" — SPAN B (75'-0" CORED SLABS) / (40'-0" CORED SLABS) � �J � 117'-87/R" (FILL FACE TO FILL FACE ALONG —L—) \�� END RETAINING WALL 1 STAo 12+49010 —L— 24a88' OFFSET RIGHT SEE RETAINING WALL #1 PLANS PLAN ALONG � SURVEY -L- LOIN CHORD � 1'-0" MINo ELo 1428030' EARTH BERM (TYPo) BEGIN FRONT S�OPE STAo 14+OOo20 ELo 1430a66' +� +� +, +� 0 00 0 � rn� N N N N I'n � �� J J J J W W W W -�S� � ��N �P o� �� l� � �v��N q210 P o �� o � CLASS II � RIP RAP (TYPo) � � 14+00 FILL FACE C� END BENT NOo 2 STAo 13+92086 —L— GePe ELEV� = 1430e86 STEP IN END BENT CAP � � HP 12X53 STEEL PILES (TYPo) SAW CUT AND REMOVE EXISTING ABUTMENT +� 0 0 M � .� J w �� 5°�' � � � � �� 1 S°I ti� o�o � o�o 0 0 o�� D�o GEOTEXTILE CLASS II RIP RAP TEMPORARY CAUSEWAY DETAIL �—�713% l—�20 7 �0% PI = 11+15°00 ( �3�q500/ EL = 1,438e50' VC = 30' PI = 14+30000 EL = 19429084' VC = 50' VERTICAL GRADE DATA -L- PI Sta 12+21055 � = 39 ° 25' 4601" (RT) D = 35 ° 48' 35a5" L = 110011' T = 57033' R = 160000' HORIZONTAL CURVE DATA -L- TO ELo 1421a0 (TYPo) � UNCLASSIFIED STRUCTURE EXCAVATION END BENT 2 � � i � � i � � / / � \ � O Boone, NC 1 828•355•9933 ❑ Tri-Cities, TN 423•467•8401 � Knoxville, TN Vs�lUqhn&Me110n 865•546•5800 Consulting Engineers � Spartanburg,SC 864�574�4775 Asheville. O Char�eston, SC ■ NOrth Carolina 843•974•5650 828�253•2796 ❑ Middlesboro.KY O Raieigh,NC ❑ Chariotte,NC 606�248•6600 919•977•9455 704•357•0468 O Atlanto,GA 770•627•3509 `Cooyrignt p 2006 yaugnn & Meiton.�nc. AnRtghts Reserved J SPAN A SPA B 1'-7" BERM (TYPe) LOIN CHORD ELe 1431e22' HaWo ELo=1428047' _(100 YRa) � PROPOSED 3" � WATER LINE (ROADWAY PAY ITEM) 13+00 +� 0 �o Q � J w EXISTING 1 SUBSTRUCT (TYPJ HoWo ELo=1426 �___ (25 YRo) --- — --- T E C� N�WoSo ELo=14 `\��______�_�_��T� BENT NOo1 CONTROL LINE STAo 13+51049 —L— GoPo ELEVo = 1432000 rvr � �� ` 2100 FIX END RETAINING WALL 2 STAa 14+25027 —L— 38046' OFFSET LEFT - _-----� BOULDER WALL FOR RETAINING WALL DETAILS9SEE RETAINING WALL PLANS (TYPa) BEND IN WALL 2 STAo 14+07062 31e05' OFFSET LEFT l HEREBY CERTIFY THAT THESE PLANS ARE THE A /` (l / / / / T (l / A A / /� REVISION DATEo MARe 08, 2018 END APPROACH SLAB STAo 14+03056 —L— DOCUMENT NOT CONSIDERED FINAL UNLESS ALL � TO INTERSTATE 40_ SIGNATURES COMPLETED PROJECT NOo 1qSPo2044101 �' ; \ BEGIN FRONT SLOPE � � STAo 14+OOo2o —�— H A Y � � � � � W ' COUNTY �� IN o P o# 3 .�� C A�,,,,�� ' FILL FACE C� END BENT NOo 2.�`'��N,,,,��R�<��'',, '� ,% STAo 13+92e86 :��;oF�ss�oyy9= STATIONo 13+33099 —L— ;' = 'a SEAL � _ _ ; FILL FACE :; 20777 ;; SHEET 1 OF 3 REPLACES BRIDGE 175 � C� END BENT NOe 2 �= tiq%F N c �N E��'`� : ' ��i��Q�,�"L'.� ��'`�`�` STATE OF NORTH CAROLINA -------- --- ------f '''�,��";`'� DEPARTMENT OF TRANSPORTATION ------------ ------f T�,� n A � � tiS� �NG 0�� G`N P�L R�� tiN �� ,. �,_ �,. �,. .��" 2 a �2 �� a � � 0 0 � EXTENDED TANGENT � FILL FACE C� END BENT ; / .� � : / �' % . j � �. � �� \ � � j � � � ,. . % �� „�`� \ BENT NOo 1 CONTROL LI > � � VERTICAL HP 12X53 STEEL PILES END BENT NOo 1 FOUNDATION LAYOUT � VERTICAL HP 12X53 STEEL PILE� BENT NOo 1 LEGEND END BENT NOo 2 � FOUNDATION RECOM MENDATION NOTESo FOR PILES9SEE GEOTECHNICAL SPECIAL PROVISIONS AND SECTION 450 OF THE STANDARD SPECIFICATIONSo PILES AT END BENT NOo1 ARE DESIGNED FOR A FACTORED RESISTANCE OF 95 TONS PER PILEo DRIVE PLIES AT END BENT NOo1 TO A REQUIRED DRIVING RESISTANCE OF 160 TONS PER PILEo DRI�LED—IN PLIES ARE REQUIRED FOR END BENT NOo1oEXCAVATE HOLES AT PILE LOCATIONS TO ELEVATION 1,41105 FTo FILL THE HOLES FOR PILE EXCAVATION WITH CLASS II OR III SELECT MATERIALS THAT MEET SECTION 1016 OF THE STANDARD SPECIFICATIONSoFOR PILE EXCAVATION9SEE SECTION 450 OF THE STANDARD SPECIFICATIONSo PILES AT END BENT NOe2 ARE DESIGNED FOR A FACTORED RESISTANCE OF 120 TONS PER PILEo DRIVE PLIES AT END BENT NOo2 TO A REQUIRED DRIVING RESISTANCE OF 200 TONS PER PILEe DRILLED—IN PILES ARE REQUIRED FOR END BENT NOo2oEXCAVATE HOLES AT END BENT NOo 2(LT) PILE LOCATIONS TO ELEVATION 1,40806 FTo AND AT END BENT NOe 2(RT) TO ELEVATION 141004 FTo FILL THE BOTTOM 3 FTo OF HOLES FOR END BENT NOo 2(LT) PILE EXCAVATIONS WITH CONCRETE OR GROUT AND THE REST OF THE HOLES PLUS END BENT NOo 2(RT) WITH CLASS II OR III SELECT MATERIALS THAT MEET SECTION 1016 OF THE STANDARD SPECIFICATIONSoFOR PILE EXCAVATION9SEE SECTION 450 OF THE STANDARD SPECIFICATIONSo CONCRETE OR GROUT IS REQUIRED TO FILL HOLES FOR PILE EXCAVATION AT END BENT NOo 2(LT)o STEEL H—PILE POINTS ARE REQUIRED FOR STEEL PILES AT END BENT NOo 1 AND AT END BENT NOo 2(RT)o FOR STEEL POINTS9 SEE SECTION q50 OF THE STANDARD SPECIFICATIONSo PDA TESTING MAY BE REQUIREDeTEST THE FIRST PRODUCTION DRILLED—IN PILE NOT PENETRATING INTO ROCK AS DEFINED BY SECTION q11 OF THE STANDARD SPECIFICATIONS DURING DRIVING AT END BENT NOo1oFOR PDA TESTING SEE SECTION q50 OF THE STANDARD SPECIFICATIONSa FOR DRILLED PIERS,SEE SECTION 411 OF THE STANDARD SPECIFICATIONSa DRILLED PIERS AT BENT NOe1 ARE DESIGNED FOR A FACTORED RESISTANCE OF 355 TONS PER PIERoCHECK FIELD CONDITIONS FOR THE REQUIRED TIP RESISTANCE OF 5 TSFo INSTALL DRILLED PIERS AT BENT NOe1 THAT EXTEND TO AN ELEVATION NO HIGHER THAN 19402 FT AND WITH THE REQUIRED TIP RESISTANCE AND PENETRATION OF AT LEAST 6a4 FToINTO ROCK AS DEFINED BY ARTICLE 411 OF THE STANDARD SPECIFICATIONSo CSL TUBES AND TESTING ARE REQUIRED FOR DRILLED PIERS AT BENT NOe 10 FOR CSL TESTING, SEE SECTION 411 OF THE STANDARD SPECIFICATIONSo THE SCOUR CRITICAL ELEVATION FOR BENT NOo1 IS ELEVATION 1,407°0 FToSCOUR CRITICAL ELEVATIONS ARE USED TO MONITOR POSSIBLE SCOUR PROBLEMS DURING THE LIFE OF THE STRUCTUREa O l �'q� / ,, A�.� F To S REVISION DATEa MARo 089 2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT NOo 1qSPo2044101 HAYINOOD COUNTY STATIONo 13+33099 —L— SHEET 2 OF 3 HP 12X53 VERTICAL STEE� PILES 3'-0" QS CONCo DRILLED PIER ��,,, � � � � � � �,,,,,, �,.� ,�N C A R� '�.. ,� � �,,,��,,, <,y., �o � - : �;.o�Essio�; v : = 'a SEAL��' = - - 2�777 - ,, yq� F�,�� N��; \� `; �/ O��111\\ �� y ,. '��''�� ` ��` � O Boone, NC 1 828•355•9933 ❑ Tri-Cities, TN 423•467•8401 � Knoxville, TN Vs�lUqhn&Me110n 865•546•5800 Consulting Engineers � Spartanburg,SC 864�574�4775 Asheville. O Char�eston, SC ■ NOrth Carolina 843•974•5650 828�253•2796 ❑ Middlesboro.KY O Raieigh,NC ❑ Chariotte,NC 606�248•6600 919•977•9455 704•357•0468 O Atlanto,GA 770•627•3509 `Cooyrignt p 2006 yaugnn & Meiton.�nc. AnRtghts Reserved J � FILL FACE Cd� END BENT BM #2 — STA 12+85065 —L— 9 44000 LTo9 ELEVo 1q36o8q9 RAILROAD SPIKE IN 36" SYCAMOREo � a �� n cZl' �� a � 0 0 CLASS ll RlP —RAP (TYP.J PROPOSED GUARDRAIL lROADVyAY DETA/L & PAY �T EM� �, � . � Vy00DS �S . / . / �S EX/ST lNG BRIDGE / -----5------T -- --Z-- —1----- T -----Z--- _ �— ---------�`—�------- . � �� R,�39� � ��- T � S /�/� / //� �i %/ / � o •� o •°.a '�•.0 °'°o•tle•e:�•e � � b � �i � ° '; :° �q :; '; �.° - b b e �v ;o �o ;e �q � ; �� o �� 4 � r — � � : % �v .^ v . 'V o . •� e . •e o •° o '° o ° o ? q ° o ? q ° n v ° s . e a . . . . _ . . _ . . _ .. . _ .' _ . '' . . .. . ' ' . . . . . . . . . . . . . . . . . . / � �� BRIDGE l.D. —L— STA.13+33.99 �v �� J (� � � LOCATION SKETCH 1 �\�w— /,S� "`.' �w N �__ / �5/ _\/�S � �/� �G �REE - - - — - g ic � BOULDER WALL / 24" VyH/T E P�NE � /,. � —�— ro i-4o -�— � I --_w ------ �� -- � � � � ------- -------------- � �--------------------- � � � � \ \ �w, �//i/ X �< —x3, RA�L X—X— PROPOSED BRIDGE ( �, � > - � _ .q: _a S �"� / �� / q � °�ro / / e:se. / / / /. � � // / FOR UTILITY INFORMATION,SEE UTILITY PLANS AND SPECIAL PROVISIONSo GENERAL NOTES: ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADING. THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONSo THIS BRIDGE IS LOCATED IN SEISMIC ZONE la FOR OTHER DESIGN DATA AND GENERAL NOTES,SEE SHEET SN� FOR EROSION CONTROL MEASURES,SEE EROSION CONTROL PLANSe THE EXISTING STRUCTURE, CONSISTING OF T�yO 42033 FOOT LONG SPANS INITH TIMBER DECK ON CONTINUOUS THRU STEEL PLATE GIRDERS414a33 FTa�yIDE,ON REINFORCED CONCRETE ABUTMENTS AND STEEL BENT, AND LOCATED AT THE PROPOSED STRUCTURE,SHALL BE REMOVEDoTHE EXISTING BRIDGE IS PRESENTLY NOT POSTED FOR THE LEGAL LOAD LIMITaSHOULD THE STRUCTURAL INTEGRITY OF THE BRIDGE FURTHER DETERIORATE,THIS LOAD LIMITATION MAY BE REDUCED AS FOUND NECESSARY DURING THE LIFE OF THE PROJECTe REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED IN A MANNER THAT PEVENTS DEBRIS FROM FALLING INTO THE INATER. THE CONTRACTOR SHALL SUBMIT DEMOLITION PLANS FOR REVIEW AND REMOVE BRIDGE IN ACCORDANCE INITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONSe THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE BEST INFORMATION AVAILABLEoSINCE THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR,THE CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR ADDITIONAL COST INCURRED BASED ON DIFFERENCES BET►�EEN THE EXISTING BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITEo THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE INITH HEC 184 "EVALUATING SCOUR AT BRIDGES"e FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONSo FOR FALSEINORK AND FORMWORK,SEE SPECIAL PROVISIONSe FOR CRANE SAFETY,SEE SPECIAL PROVISIONS. FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS. FOR ASBESTOS ASSESSMENT FOR BRIDGE DEMOLITION AND RENOVATION ACTIVITIES,SEE SPECIAL PROVISIONS. THE MATERIAL SHOy�N IN THE CROSS—HATCHED AREA SHALL BE EXCAVATED FOR A DISTANCE OF 25 FTeEACH SIDE OF CENTERLINE ROADWAY AS DIRECTED BY THE ENGINEERe THIS �yORK WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR UNCLASSIFIED STRUCTURE EXCAVATIONa SEE SECTION 412 OF THE STANDARD SPECIFICATIONS. TOTAL BILL OF MATERIAL REMOVAL PILE PILE 3�—�� 3—� � CSL �NCLASSIFIED BRIDGE REINFORCING EPDXY COATED SPIRAL COLUMN PILE DRIVING OF EXISTING EXCAVATION EXCAVATION DRILLED DRILLED STRUCTURE CLASS AA CLASS A TESTING APPROACH STEEL REINFORCING REINFORCING EDUIPMENT FOR STRUCTURE IN SOIL NOT PIERS PIERS EXCAVATION CONCRETE CONCRETE SLABS STEEL STEEL HP 12 X 53 IN SOIL IN SOIL NOT IN SOIL STEEL PILES LUMP SUM LIN. FT. LIN. FT. LIN. FT. LIN. FT. EACH LUMP SUM CUo YARDS CU. YARDS LUMP SUM LBSo LBSo LBSo EACH SUPERSTRUCTURE 33.9 LUMP SUM 2,363 END BENT 1 46 57 LUMP SUM 25e6 3,074 7 BENT 1 29e5 20 1 19e4 8,729 1310 END BENT 2 0 90 LUMP SUM 33•4 4,506 7 TOTAL LUMP SUM 46 147 29.5 20 1 LUMP SUM 33.9 7804 LUMP SUM 16,309 2q363 1310 14 TOTAL BILL OF MATERIAL (CONTo) ANODIZED 1'-2" X 2'-9�/2" RIP RAP GEOTEXTILE 3'-0" x 1'-9" 3'-0" x 2'-0" HP 12 X 53 STEEL PILE 2—BAR CONCRETE CLASS II FOR ELASTOMERIC PRESTRESSED PRESTRESSED ASBESTOS �IATER LINE STEEL PILES POINTS METAL PARAPET (2'-0" DRAINAGE BEARINGS CONCRETE CONCRETE ASSESSMENT HANGERS RAIL THICK) CORED SLABS CORED SLABS NOe LIN� FT. EACH LINo FTo LIN� FTa TONS S�e YARDS LUMP SUM NOe LINe FT. NOe LIN� FTe LUMP SUM LUMP SUM SUPERSTRUCTURE 214.0 213.6 LUMP SUM 11 440°0 11 825.0 LUMP SUM LUMP SUM END BENT 1 7 15400 7 92 102 BENT 1 END BENT 2 7 12500 4 74 82 TOTAL 14 279e0 11 214a0 213a6 166 184 LUMP SUM 11 440°0 11 825e0 LUMP SUM LUMP SUM ASPHALT WEARING SURFACE IS INCLUDED IN ROADWAY QUANTITY ON ROAD�yAY PLANSe FOR LIMITS OF TEMPORARY SHORING FOR MAINTENANCE OF TRAFFIC9SEE TRAFFIC CONTROL PLANSaFOR PAY ITEM FOR TEMPORARY SHORING FOR MAINTENANCE OF TRAFIC, SEE ROAD�yAY PLANSo FOR WATER LINE HANGERS,SEE SPECIAL PROVISIONSe INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL CONTAINS LEAD,THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLE 107-1 OF THE STANDARD SPECIFICATIONSeANY COSTS RESULTING FROM COMPLIANCE �VITH APPLICABLE STATE OR FEDERAL REGULATIONS PERTAINING TO HANDLING OF MATERIALS CONTAINING LEAD BASED PAINT SHALL BE INCLUDED IN THE BID PRICE FOR 'REMOVAL OF EXISTING STRUCTURE AT STATION 13+33e99 —L—o" AT THE CONTRACTOR'S OPTION,PRESTRESSED CONCRETE END BENT AND BENT CAPS MAY BE SUBSTITUTED IN PLACE OF THE CAST—IN—PLACE CAPS AT END BENT 1 AND BENT 1 ONLY.THE CONTRACTOR SHALL COORDINATE WITH THE RESIDENT ENGINEER TO RECEIVE REVISED PLANS AND DETAILS FROM THE STRUCTURES MANAGEMENT UNIToTHE REDESIGN AND ANY ADDITIONAL MATERIALS NEEDED WILL BE AT NO ADDITIONAL COST TO THE CONTRACTORo `��,� � � � � � �,,,,�� ,.� CAR , �`,��N�SSi�o<�'L.y : y = a SEAL �= = = - 2�777 = _ ; ; F �� ; ; y �-,Nc�NE ,��: '-, Q�o'��, � � � �,,�. �� ,,, ��''y � �� `��. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � O Boone, NC 828•355�9933 ❑ Trf-Cities, TN 423•467•8401 � Knoxville, TN Vaughn&Me110n 865•546•5800 Consulting Engineers � Sportonburq,SC 864•574•4775 Asheville, O Cnar�eston,SC ■ North Caro�ino 843�974•5650 828•253•2796 p Middlesboro,KY O Roieign,NC ❑ Choriotte,NC 606•248•6600 919•977•9455 704•357•0488 O Atlanto,GA 770•627•3509 � Copyrfqht Q 2006 Voughn & Melton, Inc. All Rights Reserved HYDRAULIC DATA DESIGN DISCHARGE = 5300 CFS DESIGN FRE�UENCY = 25 YRS DESIGN Hy� ELEVATION = 1426.5 FT BASE DISCHARGE = 7000 CFS BASE FRE�UENCY = 100 YRS BASE H�y ELEVATION = 1428.47 FT OVERTOPPING FLOOD DATA OVERTOPPING DISCHARGE = 8000 CFS OVERTOPPING FREQUENCY = 100+ YRS OVERTOPPING ELEVATION = 1430.1 FT DRAINAGE AREA = 36.1 S(]. MI. PROJECT NOo 1qSPo2044101 HAYINOOD COUNTY STATIONo 13+33099 —L— SHEET 3 OF 3 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH GENERAL DRA�ING FOR BRIDGE ON SR 1332 (�ATERVILLE ROAD) OVER BIG CREEK BET�EEN SR 1397 AND INTERSTATE 40 REVISION DATEo DWNa BYo AW DATEe 02/18 No. BY: MARe 08, 2018 CHKDo BYo HLW DATEo 02/18 �] DESo EGRo OF RECORDo RTS DATEo 02/18 � � .� � � . .. �� REVISIONS DATE: N0. BY: � � DATE: SHEET NOe S-3 TOTAL SHEETS 39 1'-2" NOTESo TEMPORARY HANGER FOR WATER LINES— GRADE ; ; POINT ; � ; � , � , , � , � , � , , � -------------, � i-------� � � ; � � � CONTRACTOR IS RESPONSIBLE FOR TEMPORARY GUARDRAILSeSUBMIT TO THE ENGINEER FOR APPROVALe CONTRACTOR SHALL NOT CUT ANY PORTION OF THE EXISTING SUPERSTRUCTURE EXCEPT THE SIDEWALK AND/OR SIDEINALK BRACKETS DURING STAGE Io CONTRACTOR SHALL PROVIDE A TEMPORARY HANGER SYSTEM FOR WATER LINE ON LEFT SIDE OF THE EXISTING BRIDGE DURING STAGE Ie CONTRACTOR SHALL SUBMIT TEMPORARY HANGER PLANS TO THE ENGINEER FOR APPROVALe STAGING SEQUENCE r—� i�� TEMPORARY i i �� GUARDRAIL � � i � K STAGE I STAGE II TRAFFIC 33'-0" (OUT TO OUT) 15'-0" (STAGE II CONSTRUCTION) 1" 13,_9„ � CONSTe JTo 2 BAR METAL RAIL ASPHALT WEARING SURFACE (SEE ROADWAY PLANS) «"�'T� � ��, ,„ � � �; � � �, «� � �'� �� 5��; ��' + r ��---� � � � ; ; � , , �--�• 3AR METAL RAIL FOR TEMPORARY GUARDRAIL DETAILS9 SEE "ANCHORAGE DETAILS FOR TEMPORARY GUARDRAIL ANCHOR ASSEMBLY FOR TYPE III CORED SLAB UNIT"SHEETa FOR PHASING OF TRAFFIC AND OTHER DETAILS9 SEE TRAFFIC MANAGEMENT PLANSo PERMANENT WATER LINE HANGER ,; ; �, , � , , , -�__�------- ------------------- -------� ______________________________� i r- �\ � � � � � � � � � � � � � � � j i �� --;� � � � ---------� � �� ---------- , ,� ------r---------------i�----- .........� \---�-----i�------ � ' � � � \ /_ \ --�-----��-------------- i � �' � -----� � � �ti ,ti ,� ------------- �: �� -- -- — �__� �__� �__\ �, �_� _, � , _` � ,, � ,-. ... �- � � � � � � i � i � i � � .--� �-�� _, _, I� �; �� ;� ��, 1r-�----�----�--L-L----�-�-----�--�-L---- � � � � � � / � � � � � � � ;� � � '� ; -+--�-- �-�---- -a-- �-L----F--�--�----�-�----�-L�---- � � �- � . �--- y-- I- ---I--�--�----- -�--G---- -�---- � , i--G----- �— +—�—�---- ' �, � ` � � ` � � � i � �- f—�—=--t—�—�--=—�—�---- �—�—=--��----� �, , . �.:, ,, , _ � , - � � � � _ � � � � i I � � � f - �- �\ - = - � I = =------------=-----�--�'-- __, ---- I � I �_� ��_i � ��_� ��_i/ � \��_i/ \��_i/ � \� �� /_^ ,� - -------------- � ` I I � _ � - i I __ ____________________________________' �-------------�-------------�-------------�--------------�--------------�--------------� 3,_�„ (TYPe) 5— PRESTRESSED CONCRETE CORED SLAB UNITS = 15'-0" —L— GRADE POINT STAGE II 33'-0" (OUT TO OUT) 1" I. 1'-2" 11'-6" PAVEMENT IN STAGE III 1'-6" 25'-3" CLEAR ROADINAY STAGE III STAGE III TRAFFIC 1'-6" �� CONSTo JTo ; �-."» , �� ,� � ,� � '� �;�� ; � � r � �i i� ,�� ,�� ,� ,�� ;�� ---�-``� � � ; ; � 4.��a 3,_�„ ```�� i,,,�� (TYPe) `�,.�,�N CAR��'%,�� 2 BAR METAL RAIL STAGE I TRAFFIC (EXISTING BRIDGE NOo 175) —L— GRADE POINT USE BARRELS FOR TRAFFIC SEPARATION DURING STAGE III SIDEWALK CONSTRUCTION AND PAVINGo 5'-3" SIDEWALK _ �1'-2"_� _ 1" 2 BAR METAL RAIL � ; ; ; Oo03 FT/FT �r-----��SS��SS��.��«��«��S�LZ� _ Z»_ r �--,, � --, ,__ � __ '� 'ti �ti ti� - - - - - - - - __ ....... , ;; __ __ r � ,' � , � � � . . , � . . .-- � � I 'l �r---------------��------- --------- , --- I / / � � � � / � I � \ / �� I /� �� U � �� i'�� J L I � !� l � ,� ----- '� �� --- I 1 ' � ' � � � � � 1 � / � / I l � � � � � \ / � ----- �-�� i�� i-�� L �-�� / � / I 1 � � � 1 � / � / - / � I / � � � � � � i�� -�� -�� ' ' �` , �\ / � / I � / � / I 1 1 � 1 �---�----- �--L---- J---- 1-L--- � / � I � � � � j � \ �i-��\ � ��-�� -�\ I� �� ' ,' � � \�,-� �`-� I �`_�i �\ �/ I \\ � � / I \ � � / I I / l l f . a---�--� a--�-----~ -1 �_L----�-�--�-----F-�---- �-�---- � / �r--I; ' ; � � I �_ �_� ��_� ��_�� j \��_i/ \\ �� -�I\ � t- h�----�-�-�----�--�---- -�--�---- �- �-�----+-�-�----��---- ' '� I \ � I \ � \ / I \ r f-�----i--�--1---- --4---- ' '� ,' '' ---- �_ i � / � / I \ � � � � -� -�----/-�--- � � I � - I � � / I \ � � - --- ---------------------- -- ------- I �_ i ��- I � \ � � �_ I • , .,� ; ��_� I ��_� ��_i � i ��_ i ��_� ��-� ��-� I ��_� �`_i �-- --y---'----------------- -------� 1----------------'�-------------�--------------'�-------------�--------- � I ----------------------------------- -----�--------------�-------------�— � � i ------------�-------------�--------------�---------------� 11— PRESTRESSED CONCRETE CORED SLAB UNITS = 33'-0" STAGE III STAGING SEQUENCE � �L `��iii�ii /A- i ,��,o��SSi ��,,,y': = =a SEAL �= = _ = 2�777 = _ . (� �� : =; y :,,'�c� NE ,,: ��; .,Q,� -,,,,,,,,� �, ,, ,,, p y ��, �,, ��''��u��``. REMOVE PORTION n� RC%IT ----- ----� ' STEEL PILES _ _J - — -- (TYP) BRACING EXISTING INTERIOR BENT DETAIL AFTER CUTTING AND REMOVING THE RIGHT HAND PORTION OF EACH EXISTING INTERIOR BENT FOR STAGE I CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING TO STABILIZE THE REMAINING BENTePROVIDE BRACING PLANS AND LOAD STUDIES TO THE ENGINEER FOR APPROVAL BEFORE CUTTINGa REVISION DATEe MARa 089 2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � 1 O Boone, NC 828•355•9933 ❑ Tri-Cities, TN 423•467•8401 � Knoxville, TN Vs�lUqhn&Me110n 865•546•5800 Consulting Engineers � Spartanburg,SC 864�574�4775 Asheville. O Char�eston, SC ■ NOrth Carolina 843•974•5650 828�253•2796 ❑ Middlesboro.KY O Raieigh,NC ❑ Chariotte,NC 606�248•6600 919•977•9455 704•357•0468 O Atlanto,GA 770•627•3509 `Cooyrignt p 2006 yaugnn & Meiton.�nc. AnRtghts Reserved J PROJECT NOo 1qSPo2044101 HAYINOOD COUNTY STATIONo 13+33099 —L— CONCRETE CAP 10 INSTALL THE TEMPORARY HANGER ASSEMBLY FOR TEMPORARY WATER LINEe 2e INSTALL TEMPORARY INATER LINEo 3e SAIN CUT AND REMOVE EXISTING SIDEWALK HANGERS ON RIGHT SIDE 4e CONSTRUCT STAGE I OF PROPOSED BRIDGEe 5e INSTALL PERMANENT HANGER ASSEMBLY FOR WATER LINEe 6, INSTALL PERMANENT WATER LINEo 7e SHIFT TRAFFIC TO STAGE I OF PROPOSED BRIDGEo 8e REMOVE REMAINING PORTION OF EXISTING BRIDGE, 9e CONSTRUCT STAGE II OF PROPOSED BRIDGEa 10eSHIFT TRAFFIC TO STAGE II OF PROPOSED BRIDGEo 11e CONSTRUCT STAGE III OF PROPOSED BRIDGEo 12e0PEN PROPOSED BRIDGE FOR TRAFFICe LOAD FACTORSo � �OAD AND RESISTANCE �ACTOR RATING (�R�D)SUM MARY �OR PRESTRESSED CONCRETE GIRDERS STRENGTH I �IMIT STATE SERVICE III �IMIT STATE MOMENT SHEAR MOMENT z z z � cn o 0 o w � � � H � � H � � H � � O � Z O � Q Z O � Q Z O � � c�c� � o-- i- a �� o" � a �� o" � a �� Z Z U X H � U U LL Q H � (--) U LL Q H � C--) C� � � Z � H H Q �.� Q Q �.� Q Q ��. Q Q J� LL � Q � LL J W 0+ � LL J W 0+ Q � LL J w �� w � J Q � Q(n C� (/� U z m V� U z Q(/� m(n U � � Z J f— O� C� II Q� H� C� � Z w � H� C� � Z w � Q� H� C� � Z W� w J c� _� � � z � o � o z w a � o z w a J o � o z w a W H C� z � Q H H (n W� �� H Z � � > = H Z Q Z � ^ Z > U (n U � Q � (n � Q (n U I— Q � (n � Q > U (n U � Q � (n � Q � W W W� O O H Q� O H Q H Q Q � H H�J � H Q Q � H H�J � H Q H Q Q � H H�J � O J > �.� U J ��.� � J LL � LL � (n C� � J(n � LL � (/� C � � J(/� J LL � LL � (n C� � J(n U HL-93(Inv) N/A 1 1.16 -- 1075 Oo253 1025 75' E 37000 Oo657 1a70 75' E 1a77 Oo80 Oo253 1.16 75' E 37.00 HL-93(Opr) N/A -- 1062 -- 1035 Oo253 1062 75' E 37000 Oo657 2021 75' E 1077 N/A -- -- -- -- -- DESIGN LOAD HS-20(Inv) 36000 2 1.52 540707 1075 Oo253 1064 75' E 37000 Oo657 2003 75' E 1077 Oe80 Oo253 1.52 75' E 37.00 RATING HS-20(Opr) 36000 -- 2013 760537 1035 Oo253 2013 75' E 37000 Oo657 2063 75' E 1077 N/A -- -- -- -- -- SNSH 13050 -- 3044 460485 1040 Oo253 4a65 75' E 37000 Oo657 4060 75' E 1077 Oo80 Oo253 3044 75' E 37000 SNGARBS2 20000 -- 2a56 510219 1040 Oo253 3a46 75' E 37000 Oo657 3056 75' E 1077 Oa80 Oo253 2056 75' E 37000 SNAGRIS2 22000 -- 2042 530297 1040 Oo253 3027 75' E 37000 Oo657 3038 75' E 1077 Oo80 Oo253 2042 75' E 37000 SNCOTTS3 27025 -- 1071 460654 1040 Oo253 2031 75' E 37000 Oo657 2083 75' E 1077 Oa80 Oo253 1071 75' E 37000 > �' SNAGGRS4 34093 -- 1043 490898 1040 Oo253 1093 75' E 37000 Oo657 2052 75' E 1077 Oo80 Oo253 1oq3 75' E 37000 SNS5A 35055 -- 1a40 490671 1040 Oo253 1089 75' E 37000 Oo657 2053 75' E 1077 Oa80 Oo253 1040 75' E 37000 SNS6A 39095 -- 1029 510550 1040 Oo253 1o7q 75' E 37000 Oo657 2041 75' E 1077 Oo80 Oo253 1029 75' E 37000 LEGAL SNS7B 42000 -- 1022 510246 1040 Oo253 1065 75' E 37000 Oo657 2035 75' E 1077 Oa80 Oo253 1022 75' E 37000 LOAD TNAGRIT3 33000 -- 1056 51o55q 1040 Oo253 2011 75' E 37e00 Oo657 2065 75' E 1077 Oo80 Oo253 1056 75' E 37000 RATING TNT4A 33008 -- 1057 510891 1040 Oo253 2012 75' E 37000 Oo657 2062 75' E 1077 Oa80 Oo253 1a57 75' E 37000 TNT6A 41060 -- 1028 530342 1040 Oo253 1073 75' E 37000 Oo657 2045 75' E 1077 Oe80 Oo253 1e28 75' E 37000 � TNT7A 42000 -- 1029 540119 1040 Oo253 1o7q 75' E 37000 Oo657 2042 75' E 1077 Oa80 Oo253 1a29 75' E 37000 � � � TNT7B 42000 -- 1033 550921 1040 Oo253 1e80 75' E 37000 Oo657 2031 75' E 1077 Oe80 Oo253 1e33 75' E 37000 TNAGRIT4 43000 -- 1027 540491 1040 Oo253 1071 75' E 37000 Oo657 2025 75' E 1077 Oo80 Oo253 1027 75' E 37000 TNAGT5A 45000 -- 1e20 530800 1040 Oo253 1061 75' E 37000 Oo657 2024 75' E 1077 Oe80 Oo253 1020 75' E 37000 TNAGT5B 45000 3 1.18 530143 1040 Oo253 1060 75' E 37000 Oo657 2017 75' E 1077 Oa80 Oo253 1.18 75' E 37.00 � O 0 0 LRFR SUMMARY FOR SPAN 'A' DESe EGRe OF RECORDe RTS DATEe 02/18 PROJECT Noo 14SPo2044101 HAYWOOD COuNTY STATIONo 13+33099 —�— REVISION DATEo MARo 089 2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � ❑ Boone. NC � 828•355•9933 ❑ Tri-Cities. TN 423 •467 • 8401 ❑ Knaxville, TN Vaughn&MellOn 865•546•5800 Consulting Engineers � Spartanburg,SC 864•574•4775 Asheville, � ChOrleSton,SC ■ NOrth Carolina 843•974�5650 828 •253 •2796 ❑ Middlesboro. KY ❑ Raleigh,NC ❑ Charlotte.NC 606•248•6600 919�977•9455 704•357•0488 O Atlonta,GA 770•627•3509 �CoDyrighi � 2006 Vauqhn & Melton.inc. AuRignts Reserved J DESIGN LIMIT STATE Y�c Y�yy LOAD STRENGTH I 1025 1050 RATING FACTORS SERVICE III 1000 1000 NOTESo MINIMUM RATING FACTORS ARE BASED ON THE STRENGTH I AND SERVICE III LIMIT STATESo ALLOWABLE STRESSES FOR SERVICE III LIMIT STATE ARE AS REQUIRED FOR DESIGNa COMMENTSo 10 � 30 � � CONTROLLING LOAD RATING 1O DESIGN �OAD RATING (HL-93) ODESIGN �OAD RATING (HS-20) O3 LEGAL LOAD RATING � � �� SEE CHART FOR VEHICLE TYPE GIRDER �OCATION I — INTERIOR GIRDER EL — EXTERIOR LEFT GIRDER ER — EXTERIOR RIGHT GIRDER ````�11111111////�� .�` � A R '% � ��N�s s �'a�'ti.� : = a SEAL �_ ' - 2�777 - = � =, F �� : ; : y :, N�� N� ,: � : ��i9iQ'��i�� \r�``� ��'� � Y L . `N ��'.�`. '��1111111\\��` LOAD FACTORSo � �OAD AND RESISTANCE �ACTOR RATING (�R�D)SUM MARY �OR PRESTRESSED CONCRETE GIRDERS STRENGTH I �IMIT STATE SERVICE III �IMIT STATE MOMENT SHEAR MOMENT z z z � cn o 0 o w � � � H � � H � � H � � O � Z O � Q Z O � Q Z O � � c�c� � o-- i- a �� o" � a �� o" � a �� Z Z U X H � U U LL Q H � (--) U LL Q H � C--) C� � � Z � H H Q �.� Q Q �.� Q Q ��. Q Q J� LL � Q � LL J W 0+ � LL J W 0+ Q � LL J w �� w � J Q � Q(n C� (/� U z m V� U z Q(/� m(n U � � Z J f— O� C� II Q� H� C� � Z w � H� C� � Z w � Q� H� C� � Z W� w J c� _� � � z � o � o z w a � o z w a J o � o z w a W H C� z � Q H H (n W� �� H Z � � > = H Z Q Z � ^ Z > U (n U � Q � (n � Q (n U I— Q � (n � Q > U (n U � Q � (n � Q � W W W� O O H Q� O H Q H Q Q � H H�J � H Q Q � H H�J � H Q H Q Q � H H�J � O J > �.� U J ��.� � J LL � LL � (n C� � J(n � LL � (/� C � � J(/� J LL � LL � (n C� � J(n U HL-93(Inv) -- 1 1.46 -- 1075 Oo256 1082 40' E 1905 Oo651 1.46 40' E 1.77 Oo80 Oo256 1067 40' E 1905 HL-93(Opr) -- -- 1089 -- 1035 Oo256 2a36 40' E 1905 Oo651 1089 40' E 1077 N/A -- -- -- -- -- DESIGN LOAD HS-20(Inv) 36000 2 1.57 560464 1075 Oo256 2e28 40' E 1905 Oo651 1.57 40' E 1.77 Oe80 Oo256 2009 40' E 1905 RATING HS-20(Opr) 36000 -- 2003 730193 1035 Oo256 2095 40' E 1905 Oo651 2003 40' E 1077 N/A -- -- -- -- -- SNSH 13050 -- 3031 440733 1040 Oo256 5025 40' E 1905 Oo651 3031 40' E 1077 Oo80 Oo256 3086 40' E 1905 SNGARBS2 20000 -- 2074 540873 1040 Oo256 4040 40' E 1905 Oo651 2074 40' E 1077 Oa80 Oa256 3021 40' E 1905 SNAGRIS2 22000 -- 2065 580251 1040 Oo256 4036 40' E 1905 Oo651 2065 40' E 1077 Oo80 Oo256 3021 40' E 1905 SNCOTTS3 27025 -- 1093 520655 1040 Oo256 2a64 40' E 1905 Oo651 2005 40' E 1077 Oa80 Oa256 1a93 40' E 1905 > �' SNAGGRS4 34093 -- 1074 600737 1040 Oo256 2037 40' E 1905 Oo651 1091 40' E 1077 Oo80 Oo256 1074 40' E 1905 SNS5A 35055 -- 1069 600169 1040 Oo256 2030 40' E 1905 Oo651 1094 40' E 1077 Oa80 Oa256 1069 40' E 1905 SNS6A 39095 -- 1062 640704 1040 Oo256 2021 40' E 1905 Oo651 1089 40' E 1077 Oo80 Oo256 1062 40' E 1905 LEGAL SNS7B 42000 3 1.54 640495 1040 Oo256 2009 40' E 1905 Oo651 1090 40' E 1077 Oa80 Oa256 1.54 40' E 19.5 LOAD TNAGRIT3 33000 -- 1098 650308 1040 Oo256 2069 40' E 1905 Oo651 2005 40' E 1077 Oo80 Oe256 1098 40' E 1905 RATING TNT4A 33008 -- 1099 650703 1040 Oo256 2a73 40' E 1905 Oo651 1099 40' E 1077 Oa80 Oa256 2000 40' E 1905 TNT6A 41060 -- 1070 700753 1040 Oo256 2031 40' E 1905 Oo651 1096 40' E 1077 Oe80 Oo256 1070 40' E 1905 � TNT7A 42000 -- 1074 730224 1040 Oo256 2038 40' E 1905 Oo651 1089 40' E 1077 Oa80 Oo256 1a74 40' E 1905 � � � TNT7B 42000 -- 1078 740913 1040 Oo256 2044 40' E 1905 Oo651 1086 40' E 1077 Oe80 Oe256 1078 40' E 1905 TNAGRIT4 43000 -- 1073 7qo593 1040 Oo256 2037 40' E 1905 Oo651 1082 40' E 1077 Oo80 Oo256 1073 40' E 1905 TNAGT5A 45000 -- 1060 72e210 1040 Oo256 2019 40' E 1905 Oo651 1085 40' E 1077 Oe80 Oe256 1060 40' E 1905 TNAGT5B 45000 -- 1056 700186 1040 Oo256 2013 40' E 1905 Oo651 1078 40' E 1077 Oa80 Oa256 1056 40' E 1905 � O � 0 �RFR SUMMARY FOR SPAN 'B' DESe EGRe OF RECORDe RTS DATEe 02/18 PROJECT Noo 14SPo2044101 HAYWOOD COuNTY STATIONo 13+33099 —�— REVISION DATEa MARo 089 2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � ❑ Boone, NC 828•355�9933 � Tri-Cities, TN 423•467•8401 � Knoxville, TN VaUqhn&Me1101� 865•546•5800 Consulting Engineers O Sportanburg,SC 664•574•4775 QSh@VIII@, ❑ Chorieston,sc ■ North Carolino 843•974•5650 828•2534796 p Middlesboro,KY ❑ Raleigh,NC O Charlotte,NC 606•248•6600 919•977•9455 704•357•0488 ❑ Atlanta,GA 770•627•3509 CoDYriqht Q 2006 Voughn & Melton,lnc. AIIRights ReSeryed DESIGN LIMIT STATE Y�c Y�yy LOAD STRENGTH I 1025 1050 RATING FACTORS SERVICE III 1000 1000 NOTESo MINIMUM RATING FACTORS ARE BASED ON THE STRENGTH I AND SERVICE III LIMIT STATESo ALLOWABLE STRESSES FOR SERVICE III LIMIT STATE ARE AS REQUIRED FOR DESIGNa COMMENTSo 10 � 30 � � CONTROLLING LOAD RATING 1O DESIGN �OAD RATING (HL-93) ODESIGN �OAD RATING (HS-20) O3 LEGAL LOAD RATING � � �� SEE CHART FOR VEHICLE TYPE GIRDER �OCATION I — INTERIOR GIRDER EL — EXTERIOR LEFT GIRDER ER — EXTERIOR RIGHT GIRDER ````��1111111/��' ,. ,, CAR '% � ```��` ``, 15 S �'O� /�''�i � � i i � �� 9 � ' a SEAL ��' = _ = 2�777 = = �:, tiq� FNc� NE�� ;' �i ��i�� `� '''�� i i Li i i i� ��. � � 1�� 1,_2„ C CONSTe — JTo (TYPa) .o N C 33,_0„ 25'-3" CLEAR ROADWAY 12'-3" 13'-0" TEMPORARY GUARDRAIL 2 BAR METAL RAIL —L— & EXTENDED DURING STAGE II � TANGENT CONSTRUCTION ASPHALT INEARING SURFACE (SEE B SEE ASPHALT THICKNESS ROADWAY PLANS) ;-; �:= SEE ASPHALT THICKNESS AT GUTTERLINE TABLE ;;;'; AT GUTTERLINE TABLE SHEET 5 OF 5o GRADE ;;---�=� SHEET 5 OF 50 Oe03 PTo ' � �� , � ; � Oo03 . ; � '�, — � - j + ��o�� + ��-� j � �� i SHEAR KEYS TO BE FILLED WITH GROUT AFTER ALL ERECTION HAS BEEN COMP�ETED B Oo6" QS LoRo TRANSVERSE AND AFTER FINAL TENSIONING OF POST—TENSIONING STRAND TRANSVERSE STRANDSo IN 2�/2" QS HOLE TYPE VI q— TYPE V UNITS TYPE IV 3— TYPE III UNITS TYPE II UNIT UNIT UNIT 15'-0" (STAGE II) 18'-0" (STAGE I) 5 PRESTRESSED CONCRETE CORED SLAB UNITS 6 PRESTRESSED CONCRETE CORED SLAB UNITS 11 PRESTRESSED CONCRETE CORED SLAB UNITS = 33'-0" HALF SECTION THROUGH VOIDS 3, _ �„ THREADED 1'-4�/2" TO INSERT FOR INSERT #4 D1 DOWELS #4 B1 (TYPo) \ 3„ N : � > ' �.' o ' ° �♦ O '.. i � o � #4 S11 'N � 0 � ; � N � �r, `�i I #5 S13 � �� ri R � \ N _ � . �,�: < �.' � EXTERIOR S�AB SIDEINA�K SECTION TYPE I (FOR PRESTRESSED STRAND LAYOUT9SEE "INTERIOR SLAB SECTION"o) HALF SECTION T Y P I C A L S E C T I 0 N AT INTERMEDIATE DIAPHRAGMS � � � � EXTERIOR FACE CONSTo JTo- 1 1,_2„ (STAGE I) I 1" 2 BAR METAL RAIL �� 3,_�„ (TYPo) TYPE I UNIT G$�� #5 S10 3 "_ I N �_ #5 S15 #5 510- N � 2 �/2 "" � DOINEL HOLES 3„ �#5 S10 END E�EVATION SHOINING PLACEMENT OF DOUBLE STIRRUPS AND LOCATION OF DOWEL HOLESo (STRAND LAYOUT NOT SHOWNo) INTERIOR SLAB UNIT SHOINN—EXTERIOR SLAB UNIT SIMILAR EXCEPT SHEAR KEY LOCATIONo #4 S14 O BOND SHALL BE BROKEN ON THESE STRANDS FOR A DISTANCE OF 12'-0" FROM END OF CORED SLAB UNITe SEE STANDARD SPECIFICATIONS,ARTICLE 1078-70 �/2" RECESSED AREA, 5�� 1'-2" FOR MORE DETAILS� 7 7 SEE ANCHORAGE DETAI�S FOR TEMPORARY GUARDRAIL ANCHOR � 1,_�„ � TEMPORARY GUARDRAIL ASSEMBLY FOR TYPE IV CORED � 3 �� ANCHOR ASSEMBLY SLAB UNIT — STAGE I" '— " � 1'-6" 1'-6" � � „ 1 �\ 1 1�� q„ 4„ „10 „ 3 11 3 :N 8„ � � N VOID N i � � � � O � 3,_�„ 1'-6" 1'-6" 10" 1'-4" 10" 3" . 11" .4"� 4", 11" , .. , o .. � o 10" 3,_�„ 1'-4" 10" #5 S12 #4 „B„ 3„ 3„ I I N — �° �� I DESo EGRo OF RECORDo RTS DATEo 06/17 O � :�a• . � + . q �. N o #4 S11 � :.o ,. �� .. ... # 3�� 12" QS VOIDS 3" � �, EXTERIOR S�AB SECTION TYPE VI (FOR PRESTRESSED STRAND LAYOUT9SEE INTERIOR SLAB SECTIONo) #4 „g„ 4" TO INSERT � 12" QS VOIDS : �� .o \ .. � �, N •. - . #4 S11 0 .� N 3„ � � � „�,� � 3„ INTERIOR S�AB SECTION TYPE IV (FOR PRESTRESSED STRAND LAYOUT,SEE "INTERIOR SLAB SECTION" FOR TEMPORARY GUARDRAIL ANCHOR ASSEMBLY LOCATIONqSEE SECTION OF ANCHOR ASSEMBLY LOCATION ON "ANCHORAGE DETAILS FOR TEMPORARY GUARDRAIL ANCHOR ASSEMBLY FOR 3„ . ; 0 � 3,_�„ 1'-6" 1'-6" 10" 1'-4" 10" 11" 4" 4" 11" 3" 12" QS VOIDS � N : �. e � °.�e �� °+ + � � i .� : � 'o _ + rn N ` `—' o #4 S11 �� , � ♦ t f . . .. e:.: .� .�. �, *pp ♦ ♦pp ♦p�►a.::_e�.�.:.f.��r. .. 2 SPAo }♦� ♦♦♦+�:a�:�:��i��+°.� C� 2"CTSe 3„ 5„ 5„ 3„ N 2 SPAo 6 SPAo 2 SPAa C� 2"CTSo C� 2"CTSo C� 2"CTSo INTERIOR S�AB SECTION (75' UNIT) TYPE III & V(30 STRANDS REQUIRED) Oo6�� SCJ �OI�I RE�AXATION STRAND LAYOUT DEBONDING �EGEND TYPE IV CORED SLAB UNIT"SHEETe 1 4 S P 2 0 4 4 1 1 o � : — THREADED ' — � ��'� INSERT FOR "' ' #4 D1 DOINELS o #4 S11 (TYPe) �� T . ° a T. . ♦ �} . „ „ NI 3 3 INTERIOR S�AB SIDEINA�K SECTION TYPE II (FOR PRESTRESSED STRAND LAYOUT9SEE "INTERIOR SLAB SECTION"a) PROJECT NOo ° ° HAYINOOD COuNTY STATIONo 13+33099 —�— SHEET 1 OF 5 R E V I S I O N D A T E o STATE OF NORTH CAROLINA MARe o8, 2018 DEPARTMENT OF TRANSPORTATION RALEIGH DOCUMENT NOT CONSIDERED FINAL UNLESS ALL � �� SIGNATURES COMPLETED 3— O X 2— O PRESTRESSED CONCRETE r ❑ Boone, NC 1 828•355•9933 � Tri-Clties, TN 423•467•8401 ❑ Knoxville, TN Vaugbn&Melfon 865•546•5800 Consulting Engineers � Spartonburg,SC 864•574•4775 Asheville, ❑ Cnar�eston,SC ■ NOrth COrOlind 843•974•5650 828•253�2796 ❑ Midtllesboro,KY ❑ Roieigh,NC O Choriotte,NC 606•248•6600 919•977•9455 704•357•0488 O Atlanta,GA 770•627•3509 � Copyright p 2006 Voughn & Melton, Inc. All Rights Reseryed J ,,,,,, , , , � , , , ,,,,,,, ��'' N �AR° '�� CORED S�AB UN I T ,,. �� ,,,,,,,,,,, <, ,,, : ��,.o��ss,o..,�.� ; : = �a sEA� �= = o PA ,A, 20777 _ 12 0 S K E IIV S N �: tiy'-�NGINE��'� `� � REVISIONS SHEET N '- �o'��„��. ��;,,. �' Y �.� N0. BYa DATE: N0. BYa DATE: S- 7 ''''�'��iLii��``�`` Cl nn TnTei 5, _ 3„ STAGE III A A WATER LINE HANGER FOR DETAILS,SEE "WATER LINE HANGER DETAILS"SHEETS 3„ 4" TO INSERT � N - --�- -� - AHEAD AHEAD AHEAD — STATION STATION STATION � uni � �n� �iy VIEIN C—C SEE SHEET 1 OF 5 � Oo6" QS LoRo TRANSVERSE POST—TENSIONING STRAND SHEATHED INITH A NON—CORROSIVE PIPEe 5/8" x 5" x 10" �� STRAND VISE � STRAND #1 � � D � oC o�o o�o FILL RECESS ' WITH GROUT �4 5/8" x 5" x 10" � I i ini r rnr� E STRAND %% � %%��%/;�� %% %%Al�� %% `�<`a�% �� .ii � : ,ii'��:�.ii �,��;�`\� • %%'�,%%'_`\� � : ` ��i �i iG �� I.'...` ..'.`..�:� // // I'.•. � 5„ ; j �� 5„ � /Q „ 5�4��x 10/q„ 5%4„X 10/4„ �4 �� SECTION X—X (TYPE I UNIT) (FAR END SHOINM �� 4 „ � STRANDS #1 GO THROUGH 6 CORED SLAB � STRANDS #2 GO THROUGH ALL 11 CORED UNITS (TO BE TENSIONED DURING SLAB UNITS (TO BE TENSIONED DURING STAGE I CONSTRUCTION)o STAGE II CONSTRUCTION)o STRAND VISE GROUTED RECESS AT END O.F POST-TENSIONED STRAND FIXED END ASPHALT WEARING SURFACE \ I �� I I I � ;, , �� 6 �� ; ; �------- � � .� 1,_1i�2„ � � ; � SEE "BRIDGE �'�� APPROACH SLAB" ��. � SHEET FOR DETAILS � 2 LAYERS OF 30 LBo ROOFING FELT TO � PREVENT BONDo � 1� " 6 BACKER ROD I - �2 �� —�� -- �� BEARING & #6 DOWELS 2�/2" � DOINEL HOLE 0 � STRAND #2 • \ Q STRAND #2• RAND 0 � � � Oo6" 6 LoRo TRANSVERSE POST—TENSIONING STRAND SHEATHED WITH A NON—CORROSIVE PIPEo •� �oo , o 000 , o 000 � � , �o � — �q ,. STRAND #1 � FILL RECESS WITH GROUT STRAND #2 • oa� 5/8" x 5" x 10" �° a�' oao �� STRAND VISE � � ��° ! � D FIL� RECESS ' INITH GROUT � � �a�� 1°0 � 1° �a � � °� o�o � �q ., y 5'� STRAND 0 � � OUTSIDE FACE OF EXTERIOR CORED SLAB Q „ 5�q x 10/q„ OUTSIDE FACE OF EXTERIOR CORED SLAB I 5�8„ X 5„ x 10" � I � i ioo i i a�aoV �°� � i �°�� I 1 �eo 1 1 ,�oa � � � o � �o oDo ° I I o �0 1 I o I ��o� STRAND VISE ° I ,� J � o a� � � °� � � t I oCo I I °�� I E �° oo� � � °oo � � 5'� � 5 „ /4 „ 5�4��x 10/4„ SECTION Y—Y (TYPE IV UNIT) (FAR END SHOWN) FIXED END FIXED END � JTo 1�/2" JTo AT BENT ASPHALT 2�/2" 6 DOWEL HOLES WEARING SURFACE GROUT 2 „ � ; ------------ VOIDS � ; , , ; � ; , �------------ � ' E�ASTOMERIC BEARING PAD _ __--� SEE "END BENT" SHEETS FOR DETAILS SECTION AT END BENT SECTION AT BENT PERMITTED THREADED INSERT CAST IN OUTSIDE FACE OF EXTERIOR UNIT AND RECESSED 3/8"o SIZE TO BE DETERMINED BY CONTRACTORo � ^ , , , v , , , , o° o e ° > � a�' e ° � v eo a � ° o > � °�ov, , > , > �, , °o p ^ o o e, , °e o >, a � _ , a v � , ° , o , , a° , o , , ` � ° , > e °, e ° ° e o , v � o , > o o � ° � ae , , , o , , , p e °o , v p , v a° THREADED INSERT DETAI� 3/q „ SHEAR KEY DETAIL NOTEeOMIT SHEAR KEY ON OUTSIDE FACE OF EXTERIOR CORED SLABSe `��11111111//// .�`��N � A RO ��''�. .� � ,,,,,,,,, <, ,, : ��,,o�Essio-,,ti : = =a SEAL �=� = _ = 20777 = _ ; yq�Ftic� NE�� ;� �i O �� ''��''y � � �� `��. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT NOo 1qSPo2044101 HAYINOOD COUNTY STATIONo 13+33099 —L— SHEET 2 OF 5 REVISION DATEo MARo �89 2018 STATE OF NORTH CAROLINA nrn n n-r�lr►.i-r nr -rn � �icnnnT n T Tnl.i � O Boone, NC 1 828•355•9933 ❑ Tri-Cities, TN 423•467•8401 � Knoxville, TN Vs�lUqhn&Me110n 865•546•5800 Consulting Engineers � Spartanburg,SC 864�574�4775 Asheville. O Char�eston, SC ■ NOrth Carolina 843•974•5650 828�253•2796 ❑ Middlesboro.KY O Raieigh,NC ❑ Chariotte,NC 606�248•6600 919•977•9455 704•357•0468 O Atlanto,GA 770•627•3509 `Cooyrignt p 2006 yaugnn & Meiton.�nc. AnRtghts Reserved J ------ ; � ; L � � 12" 6 � � VOIDS � ELASTOMERIC BEARING PAD I I I I I I I I I , � � , ;� �; �� ;� � � � ; � ; , ; � � ; ,� ;, ;� �� ; � 6„ 6„; ; � � � i � � , , ; �I; il � � � ' � � �.� i , — - 12 /' XJ r-------- VOIDS � `—�� , ; � � �-- - -- i o' I � ' 2" QS BACKER ROD T ' ELASTOMERIC ' �---., � BEARING PAD � BEARING � i"� ��--- --.� & #6 DOWELS —�-' SEE "BENT" SHEETS FOR DETAILS N(ll F F(1R i I � � o � 1 o � om°o i' ��000 , I�°.�� o _ 4^ � ! . 3/$„ � 0 o a .o . , o ° �°., °� e . '•� ,r � . • D � .Q e a a a Q e � ' < e . ° � � � Q e � e e a. a �� ^ p � � � � . ., e . o 0 0 . �o . , o . � o � . �° �` � �.n° �a °o . "' SECTION Z—Z (TYPE VI UNIT) (FAR END SHOWN) �' / y VIEIN A—A SEE SHEET 1 OF 5 �iy VIEIN B—B SEE SHEET 1 OF 5 � 24'-4" H H w c� a � � H W C� a � � 0 00 � � i9 ,' EXTENDED �' � TANGENT � � � z � H w � H� a \ > I� i � � x a � W � � > i--i �H Z � � H J H H : Q H H m� H •� W� Q � H (n ~ � Z � � � � m w � �H H �H Z � � W � � H � ~ Z � � N �' #5 S13 � � '�YI 10��i6„ . 3,_1i�2„ 3,_�„ • • 8" QS VOID 75'-0" 23,_8„ 1,_q„ CONSTa JTo 4—BOLT TEMPORARY GUARDRAIL ANCHOR ASSEMBLIES (12 REQUIRED) i i 11 SPACES C� 6'-3" i i /� ___________ ______ ___ _______—____ , ii%ii' - - - -- - - J ;l�;; �- ------------- ------------- ------------- i � j ;; ;; ,� ;;i ;' ;,', . � „„ , „ „ /�i �-------------------------- ----------------------J „„ ��,., 12" QS VOID �� '"� 3'-11" 1,—g„ ;�;� /'/, ,,,, , :i%i� SPLICE ,j;/ ; %�'%� ,i ,i' � � #4 B22 (TYPJ (3 BAR RUNS) . �-------�------�o�-------o--------�-------�-------�----�;, . #4 „S„ ;;�;' • ; ,.., �n�'� -6---- ----C�------:-�:------�-------�-------{�-------6----7 ,, j=�=-A' . , „ �------------ -- --------------------------- �� ' ;;i,;' „i,, • I r.. I ., , ;�; ��, - ------��.r.._.__s:.� �.�.r...�.�.Y__._..,.�.,_._��.�._._�.�,; �„' - �';; :-; ;,, �I -------------------------------y� '"' '� /I ------------- — — � / �\ '/ // #5 S13 THREADED SEE INSERTS DETAIL "B" (TYPJ 24'-4" 22— THREADED INSERTS_,_ 9" � #4 S11 (IN PAIRS) 12 " QS VOIDS C� 3'-6" CTSo � 2 �/2 " � DOWEL HOLES THREADED � INSERT #4 S18 (IN PAIRS) (TYPo) #4 S17 (IN PAIRS) #4 S16 (IN PAIRS) � __ _____ ___ __ ___ __ ___ __� r i ; #5 S15 � -- ----- --- --- - - --- --J / / i'--I----�-------------�-------------�-------------�J/; I I ,; , , ,„ „„ �------------------------------------------------------J,.,,., i;i� 1, _ g „ ��,�;/�. ; S P L I C E ,%� �; i%�; ,i �:.%� .. ., 1'-4" 24,_4„ SEE GROUTED RECESS DETAILS VIEIN B—B9 SHEET 2 OF 5(TYPo) �/2" RECESSED AREA, 3�-1i�2�� FOR MORE DETAILS9 SEE "ANCHORAGE DETAILS FOR TEMPORARY GUARDRAIL ASSEMBLY 3'-11" FOR TYPE IV CORED SLAB UNIT — STAGE I" '--�� I ' ;;�;%!�-- ------------- -------------- ------------, . ;��1�i L - ------------ ------------ --------- J � � - - - - � r--- �; ; � I � „ ' -------------------------------------------------J . 3,_�„ .i • %; �',� �!',%`�'`T • %'; ;';:;- ,%,j' ,%j' ;i,,;� � Oo6" � LoRo TRANSVERSE . � THREADED GUTTERLINE ;��;%�%' -�%',;�;' POST—TENSIONING STRAND ;;�,; �� INSERTS ;%,j' ;;,;; IN 2�/2" 6 HOLE (TYPo) q" TO � INSERT . ,�,;, „„ �----- -�-------�-------c�-------�-------�-------;,' ��T-=�---�-------�-------�-------�------�- ---o--------�- , �f ----- ,,� „%; � �� j'�� 1'-4�/2" TO � INSERT q�� TO INSERT#4 ��S" _ %% � , / ;;;,,' � �%;; • �"-----�3---- —E�-------�-------�--------0-------0------ �--",:-- -6--------�}------�--- --{�--------�--- �-=-� -- ---=0-, , , ,,, , ;; „ ;,i;;� �-- ----------------------- --------------�-----� �� 'li----------- ------------------------------------------- „i,,, / 1 I I �;�� I � I • � �_.�._�_.. �.. �. r.._.�_.�.Y ...�g��.. �. e._. V.�.Y.� ...,...�_._L ��•% -,' �' �. .� ...� _e_._��. �. �..�.V .Y ._.�._��.�..��_ Y:�.� 6- ---� - — - — - , �------------------------------------- " I --- ----------- ------------------------------- ----- � ------------------------��, � � � L -- - \�---J /�� ----------------------------- 1 --------- ------------------------------\ ` �� \\� — -- � � SEE GROUTED RECESS DETAILS � 12" QS VOID (TYPe #5 S13 VIEIN A—A9 SHEET 2 OF 5(TYPo) UNITS TYPE Io II, & III) SEE DETAIL "A" (TYPJ —L— ' ' THREADED INSERTS — 22 INSERTS (PER ROW) C� 3'-6" 9" I I (TYPE I& II ONLY) I I #4 "S" PAIRS (SPACED AS SHOINN IN DETAIL "A") (TYPo EAa UNIT) 75— #5 S13 C� 1'-0" CTSo (TYPE I UNIT ONLY) 23,_8„ 1,_q„ 75,_�„ 1,_4„ � 6 -- � P�AN OF SPAN A (STAGE I) / 3/q" CHAMFER �c� . U � � \ o� Q U� 2—#4 S14 ',�, oH i� — o ~ � � 2—#5 S10 �' '�' i � l --�, > ' �� o � -- — , #5 S13 2'-1" #4 S11 PAIRS C� 10"CTSo I DESe EGRe OF RECORDe RTS DATEe 02/18 85�8�� 7—#4 S11 PAIRS #4 I"S" BARS SPLAYED �T� C� 6" CTSo �T� � Cd� APPROXo EQo SPAo #5 S13 C� 1'-0" CTSa 15�6" DETAI "A" (SIMILAR EACH END OF UNIT) TYPE I UNIT SHOINN— OTHER UNITS SIMILAR EXCEPT OMIT #5 S13 BARS FOR TYPE II THRU TYPE IV UNITSe 1 ROW OF STRUCTURAL CONCRETE INSERTS FOR TYPE I ONLYe 2 ROWS OF STRUCTURAL CONCRETE INSERTS FOR TYPE II ONLYo � � 15�6 „ 24'-4" 1,_3„ 4„ � Oo6" 6 LoRo TRANSVERSE S,, 1�,1� POST—TENSIONING STRAND /-. IN 2�/2" QS HOLE (TYPo) / � ,' ' � ; %i, j,, , ; , ----------------------------- ,,, ,., . ---------- , - i%/,-. ; ; i � /,� %, , ; ; , '�� ; ��; ; > 12" 6 VOID i ;�'/,-" i%�" ;�j;' �. ' � i %%; , ; �; � ; %;' i -----------------------------� ;"/,% , ',�' ;%' �------------ �'�;� ��' � , , ,�i ;%i' �'' ��' -----------------------� ; , , . , ; �/,;" ,� ; r------------------ ' �%%�/,� -�' ; %i" /;' ' � � ' i ; �; , , /; i > i • �� -��' ;%;' i 12" � VOID � � ;,i;� -i%' ; �;' - � � ,-; ;�; -, ;i- � -----------------------J � ;;; ;l; �------------------ C� 2q,_q„ 1'-4" 1,_3„ 23,_8„ DETAI� "B" #4 S11 BARS MAY BE SHIFTED AS NECESSARY TO MAINTAIN 1"CLEAR TO GROUTED RECESS AND 2�/2" QS TRANSVERSE POST—TENSIONING STRAND HOLESe 120 ° —00'-00" (TYPo) PROJECT NOo 14SPo2044101 HAYINOOD COUNTY STATIONo 13+33099 —�— REVISION DATEo SHEET 3 OF 5 MARo 089 2018 STATE OF NORTH CAROLINA DOCuMENT NoT CONSIDERED DEPARTMENT OF TRANSPORTAT ION RALEIGH FINAL UNLESS ALL SIGNATURES COMPLETED � ❑ Boone. NC 828•355•9933 � Tri-Cities. TN 423 •467 • 8401 O Knoxville. TN Vaughn & MellOn 865 •546 •5800 Consulting Engineers O Sportanburg,SC 864•574•4775 Asheville, O ChOrleSton,sc ■ Nortn Coro�ino 843�974•5650 828•2534796 O Middiesboro,Kv ❑ Raleigh,NC � Charlotte,NC 606•248•6600 919•977•9455 704•357•0488 O Atlanta,GA 770•627•3509 CoDYright Q 2006 Vaughn &�elton, InC. All RfqhtS ReServetl ��,, � � � � � � �,,,,,, �,.� ,�N C A R p '�.. : �� °�.�`'' � s S i'''� �y �': �; oF E oy v i = 'a SEAL �= = = = 20777 = = � t�` �Q` : =, tiq"'�,,tic� NE,,��' .�: �i �O ��ii�� '''�� i�i i i � �� . 75'-0" g�6„ #4 "S" PAIRS (SPACED AS SHOWN IN DETAIL "A") (TYPo EAa UNIT) � 24'-4" 75— #5 S12 C� 1'-0" (IN 2 BAR RAIL CONCRETE PARAPET) (TYPE VI UNIT ONLY) 26'-4" 24'-4" c-rr rnni iTrn nrrrc-c� nr�- n-ri c� � #5 S12 l0 -- � 2 �/2 " � DOWEL HOLES 6,, #4 S18 (IN PAIRS) , #4 S16#4IN 1 PA(IRS)�IRS)� / / / #5 S12 #4 S11 (IN PAIRS) �I I ll I 1 12 " Qf VOIDS �-----�---�---�---�--�---�--� #5 S15 � i � i / � � , / 2—#4 S14 ` � / `` � 2—#5 S10 �' � 1--C � � � � 2,_1„ �i,, #4 S11 PAIRS � 7—#4 S11 PAIRS � �#4 "S" BARS SPLAYED C� 10" CTSo �T� (� 6" CTSo �T� � C� APPROXe EQe SPAe DETAI� "B" (SIMILAR EACH END OF UNIT) TYPE VI UNIT SHOWN— OTHER UNITS SIMILAR EXCEPT OMIT #5 S12 BARS FOR TYPE V UNITSa DESe EGRe OF RECORDe RTS DATEe 02/18 3/q" CHAMFER 0 � � � Oo6" QS LaRo TRANSVERSE POST—TENSIONING STRAND IN 2�/2" QS HOLE (TYPo) 26'-4" 1,_3„ � G� �r . . --------------------------------------� �; ,�; �------------ i ' �' i � 12" QS VOID � �' � � i ;%- ;%�� i , , ,. , , , , , „ --------------------------------------J , � „ �------------ --------------------------------- � � � , � � � --------------------------------J � ; ��: � �� , ��' ,��' i------------------ ' �;�% I '�' S-- i 12" � VOID ;i;' ;�i;� � �'��' ,��' �------------------ �;- ;;, I 1,_3„ DETAI� "C" #4 S11 BARS MAY BE SHIFTED AS NECESSARY TO MAINTAIN 1"CLEAR TO GROUTED RECESS AND 2�/2" QS TRANSVERSE POST—TENSIONING STRAND HOLESo REVISION DATEo MARo 08, 2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED , ❑ Boone, NC 828•355•9933 ❑ Tri-Cittes, TN 423•467�8401 ❑ Knoxville. TN Vaughn&Melfon 865•546•5800 Consulting Engineers � Spartonburg,SC 864•574•4775 Asheville. o Charleston,sc ■ NOr'th Carolina 643•974•5650 828•253 •2796 p Mfddlesboro, KY ❑ Raleigh,NC ❑ Charlotte,NC 606•248�6600 919•977�9455 704•357•0488 ❑ Atlonta,GA 770�627•3509 CoDyright p 2006 Voughn & Melton. inc. An Riqnts Reservetl ```��1111111/��''' .�` � A R �, ��°��`�ESSi�O��'�.y : = a SEAL ��_ = = = 20777 = = ; ;�, ��. ; i `_ i � ♦ ;,yq� ;,Nc�, , ,��.,� �,: ;,; ��'� � Y L . `N ��'.�`. '��11111111\�\`` 11 %6„ SEE DETAIL (TYPo) . � � �� I : PROJECT NOo 14SPo2044101 HAYINOOD COUNTY STATIONo SHEET 4 OF 5 13+33099 —�— NOTES � � � BEARING PAD 8„ �„ � � N � 1" QS HOLES BEARING PAD — TYPE I — FIXED END ( TYPE I— 44 REQ' D) NOTEe QUANTITY INCLUDES SPAN 'A' AND SPAN 'B'e E�ASTOMERIC BEARING DETAI�S ELASTOMER IN ALL BEARINGS SHALL BE 60 DUROMETER HARDNESSo GUTTERLINE ASPHALT THICKNESS ASPHALT OVERLAY THICKNESS LEFT GUTTERLINE RIGHT GUTTERLINE � BRGo C� END BENT #1 3�/2" 3��/i6" MIDSPAN 2%i6" 23�6" � BRGo � BENT #1 3�/2„ 3�/2„ � DESo EGRo OF RECORDo RTS DATEo 02/18 CORED SLABS REQUIRED (75' UNIT) UNIT NUMBER LENGTH TOTAL LENGTH TYPE I 1 75'-0" 75'-0" TYPE II 1 75'-0" 75'-0" TYPE III 3 75'-0" 225'-0" TYPE IV 1 75'-0" 75'-0" TYPE V 4 75'-0" 300'-0" TYPE VI 1 75'-0" 75'-0" TOTAL 11 825'-0" DEAD LOAD DEFLECTION AND CAMBER 3'-0" x 2'-0" 75' CORED SLAB UNIT Oo6" QS LoRo STRAND CAMBER ( SLAB ALONE IN PLACE ) 2�/2" � DEFLECTION DUE TO SUPERIMPOSED DEAD LOAD� 1�i6�� i FINAL CAMBER 17/6" � � INCLUDES FUTURE WEARING SURFACE BILL OF MATERIAL FOR ONE 75'CORED SLAB UNIT TYPE I UNIT TYPE II—SL UNITS TYPE VI UNIT BAR NUMBER SIZE TYPE LENGTH INEIGHT LENGTH WEIGHT LENGTH INEIGHT B22 6 #4 STR 26'-1" 105 26'-1" 105 26'-1" 105 S10 8 #5 3 5'-0" 42 5'-0" 42 5'-0" 42 S11 182 #4 3 5'-10" 709 5'-10" 709 5'-10" 709 � S12 76 #5 1 7'-11" 628 � S13 76 #5 1 9'-5" 746 S14 4 #4 4 5'-11" 16 5'-11" 16 5'-11" 16 S15 4 #5 3 7'-1" 30 7'-1" 30 7'-1" 30 S16 4 #4 3 5'-11" 16 5'-11" 16 5'-11" 16 S17 4 #4 3 6'-1" 16 6'-1" 16 6'-1" 16 S18 4 #4 3 6,_3„ 17 6,_3„ 17 6,_3„ 17 REINFORCING STEEL LBSa 951 951 951 � EPDXY COATED REINFORCING STEEL LBSo 7q6 628 9500 PaSoIa CONCRETE CUo YDSo 1207 1207 1308 Oe6" QS �eRe STRANDS Noo 30 30 30 CONCRETE RELEASE STRENGTH UNIT PSI 75' UNITS 6000 GRADE 270 STRANDS Oe6" � LeRe AREA Oe217 ( SQUARE INCHES ) ULTIMATE STRENGTH 589600 ( LBSo PER STRAND ) APPLIED PRESTRESS 43,950 ( LBSo PER STRAND ) ALL PRESTRESSING STRANDS SHALL BE 7—WIRE LOW RELAXATION GRADE 270 STRANDS AND SHALL CONFORM TO AASHTO M203 EXCEPT FOR SAMPLING REQUIREMENTS WHICH SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONSo ALL REINFORCING STEEL CAST WITH THE CORED SLAB SECTIONS SHALL BE GRADE 60 AND SHALL BE INCLUDED IN THE UNIT PRICE BID FOR PRESTRESSED CONCRETE CORED SLABSo RECESSES FOR TRANSVERSE STRANDS SHALL BE GROUTED AFTER THE TENSIONING OF THE STRANDSo THE 2�/2"Q�DOWEL HOLES AT FIXED ENDS OF SLAB SECTIONS SHALL BE FILLED INITH NON—SHRINK GROUTe THE BACKER RODS SHALL CONFORM TO THE REQUIREMENTS OF TYPE M BOND BREAKERoSEE SECTION 1028 OF THE STANDARD SPECIFICATIONSo WHEN CORED SLABS ARE CAST9AN INTERNAL HOLD—DOWN SYSTEM SHALL BE EMPLOYED TO PREVENT VOIDS FROM RISING OR MOVING SIDEWAYSaAT LEAST SIX WEEKS PRIOR TO CASTING CORED SLABS9THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW AND COMMENT9DETAILED DRAWINGS OF THE PROPOSED HOLD—DOWN SYSTEMaIN ADDITION TO STRUCTURAL DETAILS9 LOCATION AND SPACING OF THE HOLD—DOINNS SHALL BE INDICATEDo THE TRANSFER OF LOAD FROM THE ANCHORAGES TO THE CORED SLAB UNIT SHALL BE DONE WHEN THE CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF NOT LESS THAN THE REQUIRED STRENGTH SHOWN IN THE "CONCRETE RELEASE STRENGTH" TABLEa PRESTRESSING STRANDS SHALL BE CUT FLUSH INITH THE CORED SLAB UNIT ENDSo APPLY EPDXY PROTECTIVE COATING TO CORED SLAB UNIT ENDSo GROOVED CONTRACTION JOINTS,�/2" IN DEPTH,SHALL BE TOOLED IN ALL EXPOSED FACES OF THE PARAPET AND IN ACCORDANCE WITH ARTICLE 825-10(B)OF THE STANDARD SPECIFICATIONSaA CONTRACTION JOINT SHALL BE LOCATED AT EACH THIRD POINT BETWEEN PARAPET EXPANSION JOINTSo ONLY ONE CONTRACTION JOINT IS REQUIRED AT MIDPOINT OF PARAPET SEGMENTS LESS THAN 20 FEET IN LENGTH AND NO CONTRACTION JOINTS ARE REQUIRED FOR THOSE SEGMENTS LESS THAN 10 FEET IN �ENGTHe FLAME CUTTING OF THE TRANSVERSE POST—TENSIONING STRAND IS NOT ALLOWEDo MAINTAIN A SYMMETRIC TENSION FORCE BETWEEN EACH PAIR OF TRANSVERSE POST TENSIONING STRANDS IN THE DIAPHRAGMe THE #4 S11 STIRRUPS MAY BE SHIFTED AS NECESSARY TO MAINTAIN 1" CLEAR TO THE GROUTED RECESSo FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONSo THE PERMITTED THREADED INSERTS ARE DETAILED AS AN OPTION FOR THE CONTRACTOR TO ATTACH FALSEINORK AND FORMWORK DURING CONSTRUCTIONo THE PERMITTED THREADED INSERTS IN THE EXTERIOR UNITS SHALL BE SIZED BY THE CONTRACTOR,SPACED AT 4'-0"CENTERS AND GALVANIZED IN ACCORDANCE WITH SECTION 1076 OF THE STANDARD SPECIFICATIONSo STAINLESS STEEL THREADED INSERTS MAY BE USED AS AN ALTERNATEo THE PERMITTED THREADED INSERTS SHALL BE GROUTED BY THE CONTRACTOR IMMEDIATELY FOLLOINING REMOVAL OF THE FALSEINORKe THE COST OF THE PERMITTED THREADED INSERTS SHALL BE INCLUDED IN THE PRICE BID FOR THE PRECAST UNITSa PROJEC T NOo 14 S P o 2 0 4 4101 HAYWOOD CouNTY sTAT�oNa 13+33099 -�- REVISION DATEo MARo 089 2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � ❑ Boone, NC 828�355•9933 O Tri-Cities, TN 423•467•840i O Knoxville, TN Vaughn&Melfon 865•546•5600 Consulting Engineers O Soartanburg, SC 864•574•4775 Asheville. ❑ Ch0�12StO�,SC ■ NOrth COrOlirlO 843•974•5650 828�253•2796 ❑ Middiesboro.Kr � Roleigh,NC � Charlotte.NC 606•248•6600 919•977•9455 704•357•0488 ❑ Atlanta,GA 770•627•3509 Copyright � 2006 Vaughn & MBItO�.lnc. AIIRiqhts Reservetl ````��1111111/��' ,. CAR '% :��`�� S�Si��'��'. � ♦ i i ? � O� �A � 9 � �i = =a SEAL �= = = = 20777 = = ; F• �Q� : � ti n'� NGI NE ,� �i , '��i4,7-'��i��`��,` �\�`�` �� O Y L . 1, ��`�� '��/11111111\\``` SHEET 5 OF 5 STDo NOo 2qPCS3_33_60&120S � � 1"' 1.1,_2„ 12'-3" 2 BAR METAL RAIL C CONSTo JTo (TYPo) .� � C 23/4" C� � BRGo � 5,_3„ (STAGE III) CONSTo JTo— .__ � SHEAR KEYS TO BE FILLED WITH GROUT AFTER ALL ERECTION HAS BEEN COMPLETED B Oo6" � LoRo TRANSVERSE AND AFTER FINAL TENSIONING OF POST—TENSIONING STRAND TRANSVERSE STRANDSo IN 2�/2" QS HOLE TYPE VI 4— TYPE V UNITS TYPE IV 3— TYPE III UNITS TYPE II UNIT UNIT UNIT 15'-0" (STAGE II) 18'-0" (STAGE I) 5 PRESTRESSED CONCRETE CORED SLAB UNITS 6 PRESTRESSED CONCRETE CORED SLAB UNITS 11 PRESTRESSED CONCRETE CORED SLAB UNITS = 33'-0" 33,_0„ 25'-3" (CLEAR ROADINAY) 13'-0" TEMPORARY GUARDRAIL DURING STAGE II qSPHALT WEARING �_�_ CONSTRUCTION SURFACE (SEE ROADWAY PLANS) B r---n ,- -, ;�� 23�4�� BRGo i � � l � i i�l GRADE ; � __�;' �PTo � ' ° ; �.- ; � Oo03 , � ; �. , , � � . . ---------� ; ._ .,� , ,._ ,� _ - - -- . . , , , , , '�., ; -� �,,, �., ; -- -., ; .- , , , - , , , . . . , , . ,, , '_" "' --- --- --- �-- ___ ' �' ._. � � 23�q" C� � BRGa Oo03 HALF SECTION THROUGH VOIDS TYPICAL SECTION 1'-4�/2"TO 3,_�„ #5 S4 3"CLRa � THREADED INSERT � INSERT FOR #4 D1 DOWELS #4 B1 (TYPe) \ 3„ N �N : � � � °.�o �. ��°� � o : �., � #q S2 '.' �� ' EXTERIOR � N e ° FACE o � � ♦ � �.: 3� � EXTERIOR S�AB SIDEINA�K SECTION TYPE I (FOR PRESTRESSED STRAND LAYOUT9SEE "INTERIOR SLAB SECTION"�) 3,_�„ HALF SECTION AT INTERMEDIATE DIAPHRAGMS 1'-6" 1'-6" 10" 1'-4" 10" 3" . 11" .4"� 4", 11" , 3„ #q „g„ 4" TO INSERT � 12" Qf VOIDS \ \N �* �e.� O \ I �H 4" TO INSERT � N � `�' ' : �THREADED + INSERT FOR � � o #4 S2 � �� :o: #4 D1 DOINELS �, � + `:�:.�.*.�� (TYPo) I DESo EGRo OF RECORDo RTS DATEo 02/18 . � a � . , „ NI 3' 3 INTERIOR S�AB SIDEINA�K SECTION TYPE II (FOR PRESTRESSED STRAND LAYOUT9SEE "INTERIOR SLAB SECTION"o) l__J I 3,_�„ (TYPo) TYPE I UNIT 1'-2" (STAGE I) 1" 2 BAR METAL RAIL . ■ A WATER LINE HANGER FOR DETAILS, SEE "WATER LINE HANGER DETAILS"SHEETS 33/s�� CLa � � ,� — �n � � 10" 3,_�„ 1'-4" 10" #5 S3 _ � # q „g„ 3„ 3„ I I � N ♦ a <'* J � � O .�a �`� \ N � • .s° . o #4 S2 ° � . .� �+.o:: � 12" QS VOIDS � N 3„ 3„ EXTERIOR S�AB SECTION TYPE VI (FOR PRESTRESSED STRAND LAYOUT,SEE INTERIOR SLAB SECTIONo) �/2"RECESSED AREA9 5�� 1'-2" FOR MORE DETAILS� 7 7 SEE ANCHORAGE DETAILS FOR TEMPORARY GUARDRAIL ANCHOR �1,_0„ � TEMPORARY GUARDRAIL ASSEMBLY FOR TYPE IV CORED � 3 �� ANCHOR ASSEMBLY S�AB UNIT — STAGE I" '— " � 1'-6" 1'-6" 10" 1'-4" 10" 3" � 11" q„ �q„ 11„ 3„ \ 8„ � � # 4 „g„ c� VOID � I � , . I .��.�.° a..�:� 'N 12" 6 � � � VOID o � .O ..a � � � � � � � _ � : �, � : N � °�-� #4 511 0 � � . �. � � �, 3�� #3 „B„ 3„ I TERIOR S�AB SECTION TYPE IV (FOR PRESTRESSED STRAND LAYOUT,SEE "INTERIOR SLAB SECTION" FOR TEMPORARY GUARDRAIL ANCHOR ASSEMB�Y LOCATION,SEE SECTION OF ANCHOR ASSEMBLY LOCATION ON "ANCHORAGE DETAILS FOR TEMPORARY GUARDRAIL ANCHOR ASSEMBLY FOR TYPE IV CORED SLAB UNIT"SHEETa 3,_�„ 1'-6" 1'-6" 8��2 „ g i�2 „ g i�2 „ 8 i�2 „ 1'-2" 4" 4" 1' 2" 3„ 3„ � 2��2�� { DOINEL HOLES `N N #5 S1 � e #5 S1 , ; ♦ a 1 1 . Y ♦ e I 1� . . '1 ' I a , � . . I � . � .� �.I � . , ,. . ., , �, ,, ,, ..;., ,.;, e. � ,. ., ,. , , , �,� #5 S1 J , ,�� ` ��, , .. ;I�;� �;�; :c� , ; � � . #q „B„ I 4 .. .. A I. a a�� I 1 . I : ' ' e . I . e+ ' � . �'. .`� ' '�° �+e N� #5 S1 END E�E�AT ION SHOWING PLACEMENT OF DOUBLE STIRRUPS AND LOCATION OF DOWEL HOLESo (STRAND LAYOUT NOT SHOWNo) INTERIOR SLAB UNIT SHOWN—EXTERIOR SLAB UNIT SIMILAR EXCEPT SHEAR KEY LOCATION� . O Boone. NC 828•355•9933 ❑ Trf-CTtfes. TN 423 •467 • 840i ❑ KnOxville, TN Vaughn&Me��A 865•546•5800 Consulting Engineers O Sportanburg,SC 864•574•4775 Asheville. O Cnar�eston,SC ■ North Corolina 843•974•5650 828•253•2796 O M�ddlesboro, KY ❑ Raleigh,NC ❑ Chorlotte,NC 606•248•6600 919•977�9455 704•357�0488 O Atlanto,GA 770�627•3509 Copyrtght � 2006 yauqhn & Melton, Inc. All Rights Reserved Oo6" � LOIN RELAXATION STRAND �AYOUT 3,_�„ 1'-6" 1'-6" 10" 1'-4" 10" 3" . 11" .4"� 4". 11" 3" ., . . � : �� e � `.�e �� °+ + \ � 12" QS VOIDS � N � ' � � � �_` \ `� — + N : � : �� , oN :;� + t <'.�- ;> #4 S2 � �+� �e �.�.�.°.�. .�� +► 0 ♦ ♦ ♦ � ♦ ��.:�.a�:°.��.��f #�.�. �� , "'I N 3 7 7 3 2 SPAo 4 SPAo 2 SPAo C� 2" CTSo C� 2" CTSo C� 2" CTSa INTERIOR S�AB SECTION (40' UNIT) TYPE III & V(13 STRANDS REQUIRED) 0 BOND SHALL BE BROKEN ON THESE STRANDS FOR A DISTANCE OF 2'-0"FROM END OF CORED SLAB UNITo SEE STANDARD SPECIFICATIONS,ARTIC�E 1078-7a O OPTIONAL FULL LENGTH DEBONDED STRANDSo THESE STRANDS ARE NOT REQUIREDo IF THE FABRICATOR CHOOSES TO INCLUDE THESE STRANDS IN THE CORED SLAB UNIT,THE STRANDS SHALL BE DEBONDED FOR THE FULL LENGTH OF THE UNIT AT NO ADDITIONAL COSTo SEE STANDARD SPECIFICATIONS9 ARTICLE 1078-7a DEBONDING �EGEND PROJEC T NOo14 S P o 2 0 4 4101 HAYWOOD CouNTY sTAT�oNa 13+33099 -�- SHEET 1 OF 5 R E V I S I O N D A T E a STATE OF NORTH CAROLINA MARo 08, 2018 DEPARTMENT OF TRANSPORTATION RALEIGH DOCUMENT NOT CONSIDERED S T A N D A R D FINAL UNLESS ALL SIGNATURES COMPLETED 3�— O�� x 1�_ C� �� ,,,,,��A�-o, PRESTRESSED CONCRETE R ''� :�'��s's;�-`�ti'�-. CORED S�AB UNIT � ♦ i� i � ?�SEAL��9 �' 1 �/ - =a 20777 r= - 12� � Sf\E� S�QN iQi L� ' F �� ` REVISIONS SHEET N0, ; yq :,,'�c� NE .,: ��;: �. '�� , �• '•,�� y ��\�'��•` N0. BYa DATE: N0. BYa DATE: S-12 ��iiiii�� l �? TOTAI AHEAD AHEAD AHEAD STATION STATION STATION i ini r rnn � c � Oo6" 6 LeRe TRANSVERSE POST—TENSIONING STRAND SHEATHED WITH A NON—CORROSIVE PIPEo � STRAND #1 \ � OUTSIDE FACE OF EXTERIOR CORED S�AB 00 , �°� � o �o / � 4 0�� /�% '�Ul FIXED END VIEW B—B SEE SHEET 1 OF 5 �.,��.,.� � Oo6" Q� LoRo TRANSVERSE POST—TENSIONING STRAND SHEATHED WITH A NON—CORROSIVE PIPEo� � �� o �o i / /�cn ° � o / / / oco 0 0<0 / o�o � � � � / / / �� ° % % � \ % �� o� � � � °� � � oDj / ° � o � °�o�/ / od�� / / FILL RECESS � � 1�� INITH GROUT /,, S/ , %, SECTION Y-Y (TYPE IV UNIT) FIXED END SECTION X—X (TYPE I UNIT) � STRAND #1 GOES THROUGH 6 CORED SLAB • STRAND #2 GOES THROUGH ALL 11 CORED UNITS (TO BE TENSIONED DURING SLAB UNITS (TO BE TENSIONED DURING STAGE I CONSTRUCTION)o STAGE II CONSTRUCTION)o �� o�o V 0 0 00 0 �°o OUTSIDE FACE OF TYPE III CORED SLAB > i �_ i / � , ° o °o o��o aoo�m° °ona,.�� o i � STRAND #1 STRAND VISE GROUTED RECESS AT END OF POST—TENSIONED STRAND 2�/2" Ql DOWEL HOLE -------------- ; ; 12" � � VOIDS ; , , ; ; � ELASTOMERIC � BEARING PAD L SEE "END BENT" SHEETS FOR DETAILS VIEW A—A SEE SHEET 1 OF 5 � Oo6" � LoRo TRANSVERSE POST—TENSIONING STRAND SHEATHED INITH A NON—CORROSIVE PIPEo 5/8 �� X 5�� X 5�� o o�; / o�o�,o/ / o �o ° o°o/ � o� o o� � \ �000 � o� � � oaa v�8g � � t1„ % ,, S, , % ,, STRAND VISE ASPHALT INEARING SURFACE � / 5/8 �� X 5�� X 5�� ° STRAND VISE o �o ��°o °o,00 • STRAND #2 FILL RECESS WITH GROUT , ; . , ; , ; �� , � � � �' � � ,; , � 6" � ; \ � � , ,, 1�-1��2�� -----------� � �� SEE "BRIDGE � APPROACH SLAB" � SHEET FOR DETAILS 2 LAYERS OF 30 LBo ROOFING FELT TO � PREVENT BONDo I ,__---�. � 1�/2" QS BACKER ROD .\ _ J � BEARING & #6 DOINE�S SECTION AT END BENT ASPHALT WEARING SURFACE GROUT ---------, ; , � � 12" � i , VOIDS ; ELASTOMERIC BEARING PAD • STRAND #2 5�8 �� X 5�� X 5�� FIXED END � � JTo 1�/2" JTo AT BENT � �-- 2�/2" QS DOWEL HOLES T � � �, �; � � � � � ; � , 6„ �� , �� i ; �� ; � �� . � ; � � � ; ;� I I � � ;� ; � � ; � � 6"' � � � � � ;� �-- - -- I � I � 2" 6 BACKER ROD T � ' ELASTOMERIC �---,. � BEARING PAD � BEARING � i"� ��--- -- � & #6 DOWELS ---� SEE "BENT" SHEETS FOR DETAILS 12" � �----- VOIDS � �--�� PERMITTED THREADED INSERT CAST IN OUTSIDE FACE OF EXTERIOR UNIT AND RECESSED 3/8"e SIZE TO BE DETERMINED BY CONTRACTORo � ` o< , aa , v , D, oDaoap> � 4e ° a , � a, a a � , 00° o D° o�� o v, ° p ° o , , , > ° ,e a� � �o o ° > v d � , D > , ` ^ ° e � e , , , ° ° e o , v = o , e o av ° ° , , ° , p , ° °o > ° v o , v e° THREADED INSERT DETAI� HOLE FOR TRANSVERSE STRAND VIEIN C—C SEE SHEET 1 OF 5 OUTSIDE FAC OF EXTERIOR CORED SLAB SECTION Z—Z (TYPE VI UNIT) 3�$„ � o . , .oe , . o . , ,a ; : o � ° e� ° . ° ° � ,� 'Y' ° � D a �• , . o • . , � �e . . , � o o _ o � � ,° e �. Q . � � o o � ...� o . o . �o e o , 'Q � ` � '� ° \ . Q M o � �4 „ SHEAR KEY DETAI� NOTEeOMIT SHEAR KEY ON OUTSIDE FACE OF EXTERIOR CORED SLABSe � �-T��D #2 5�8 �� X 5�� X 5�� RAND VISE � `��,,, � � � � � �,,,,,� ,.� C A R '% ,•` ��N,��,,��,y% : ��,.o�ESSi o�, ;y'; ' 'a SEAL � = = = = 2�777 = - ; ; yq� F�c I N��Q�� ;� \` -, ��„ �� ,. ��'�.� Y L . `N � `.``�� ''��`� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT NOo 1qSPo2044101 HAYINOOD COUNTY STATIONo 13+33099 —L— SHEET 2 OF 5 REVISION DATEo STATE OF NORTH CAROLINA MARa o8, 2018 DEPARTMENT OF TRANSPORTATION nA� ��'n�i � O Boone, NC 1 828•355•9933 ❑ Tri-Cities, TN 423•467•8401 � Knoxville, TN Vs�lUqhn&Me110n 865•546•5800 Consulting Engineers � Spartanburg,SC 864�574�4775 Asheville. O Char�eston, SC ■ NOrth Carolina 843•974•5650 828�253•2796 ❑ Middlesboro.KY O Raieigh,NC ❑ Chariotte,NC 606�248•6600 919•977•9455 704•357•0468 O Atlanto,GA 770•627•3509 `Cooyrignt p 2006 yaugnn & Meiton.�nc. AnRtghts Reserved J � 0 � SECTION AT BENT �� o�� ao aao � . .. �• • 1'-0" � 19'-6" H H w c� a � � H w c� a � � ,o � � � � � � � � H W � � � � � H z � H H H w � � � � � H J H H � Q H W H � �� ww � ' � �a � �p H � � � H � W H � Z � � � � N #5S4 � 117/6�"_ � —L- � 3,_0„ 4—BOLT TEMPORARY GUARDRAIL ANCHOR ASSEMBLIES (7 REQUIRED) 6 SPACES C� 6'-3" 1,_g„ 3'-11" SEE GROUTED RECESS DETAILS --- __ ___T�___ VIEW B—B9 SHEET 2 OF 5(TYPo) ___--- '-- , ---'-- ---'--- ------ � -----�---------- . �� ------------------------- --------------- � �� CONSTo JTo ,__ __, 8" QS VOID I � ,� � � „ ° ------------°° ---------------- °° ;; _�-------------°° --------- ° ------------ � ------------J— �' ------ � I �L �� I � � „ , , �----------- ---------------- -------------J �" ,��-------------- ---------------- -----------J 0 0 0 0 0 %�� o' o 0 0 ----------------- -----------, '' �---------------- ----------------- -------- �------------- i ' , , i � i � / ;i;" � i • -- „ �-----------------------------------------------J �' „ �----- -----------------------------------------� .,, I 3'-11" . . • . GUTTERLINE . 1,_9„ SPLICE , i' 12" QS VOID #4 B4 (TYPo) 3�—p�� (2 BAR RUNS) � . � � 0,6" QS LeRe TRANSVERSE � THREADED ��"�'/' POST—TENSIONING STRAND INSERTS ,% ,j-� IN 2�/2" 6 HOLE (TYPo) �p y . • . 4" TO � INSERT. —o---------�-=---------o----------�----- ---�---------o---; � �---------�--------�---------o----------�--- ---�— • 4" TO ,i%� "'�� 12" QS VOID (TYPe � � � UNITS TYPE Ie II, & III) #4 "S" #q ��5�� INSERT ,� • ....... ;i/ • -0- ------�--- ----o----------�----- ---�-- ------o--��1- --�--- - ---�---------�---------o----------�---- ----� - ... � , ^---- --- - �- � , , , , ------- �-, � �� 4 2 T 0 -- --------- ----- ,, , , , .,------ — -- • ' 1 � INSERT ' i ;;� ;�;�� ;i ---------------------------------- ��,____, � �...... � �- -------=Le�.��. ��...,..._�_"��.�.�. .�__.�._..._.�..._.� �, / --�--s...�.�. _._.a._._...,.._._.:��.�..�_.�.o-..,...s�....��,�----- - � �- , , - ;,�'�-- ------- ----------------------------------- - , --�-- --- -- ----------------------------------- .. „ � � 1.�, ,r�?`,� I , ; � � r ;; , �L�- ------------------------------------------ � �------- -- ----------------------------------7 r -�� , �� i � �� ==_ = ' SEE DETAIL'B" #5S4�— -- � #5Sq THREADED INSERTS (TYPo) SEE GROUTED RECESS DETAILS VIEIN A—A, SHEET 2 OF 5(TYPo) #4 "S" PAIRS (SPACED AS SHOWN IN DETAIL "A") (TYPo EA, UNIT) �� 40— #5 S4 C� 1'-0" CTSo (TYPE I UNIT ONLY) I I THREADED INSERTS — 12 INSERTS (PER ROIN) C� 3'-6" CTSo (TYPE I & II ONLY) ��,_�„ 19'-6" 1 ROW OF STRUCTURAL CONCRETE INSERTS FOR TYPE I ONLYo 2 ROWS OF STRUCTURAL CONCRETE INSERTS FOR TYPE II ONLYe � PLAN 19'-6" OF SPAN (STAGE I) ,g, � Oe6" QS LeRe TRANSVERSE POST—TENSIONING STRAND IN 2�/2" Ql HOLE (TYPo) 1,_3„ 1,_0„ . 4„ DETAI� "B" I DESe EGRe OF RECORDe RTS DATEe 02/18 SEE DETAIL"A" (TYPJ �/2" RECESSED AREA9 FOR MORE DETAILS9SEE "ANCHORAGE DETAILS FOR TEMPORARY GUARDRAIL ASSEMBLY FOR TYPE IV CORED SLAB UNIT — STAGE I" 120 ° —00'-00" (TYPe) THREADED INSERT (TYPo) #4 S2 12" �— VOIDS #5 S4 #4 S2 PAIRS C� 1'-0" CTSe g�6„ g„ � ❑ Boone. NC 828•355•9933 ❑ Tri-Cities, TN 423 �467 � 8401 ❑ Knoxville, TN VdUqhn&Mellon 865•546•5800 Consulting Engineers � Spartanburg,SC 864•574�4775 Asheville. ❑ Chor�eston,SC ■ NOrth CO�OIinO 843•974•5650 828 •253 •2796 ❑ Middlesboro, KY ❑ Raleigh,NC ❑ Charlotte,NC 606•248•6600 919•977•9455 704•357•0488 ❑ Atlonto,GA 770•627�3509 Copyright Q 2006 Vaughn &�elton,lnc. AnRfghts Reseryed 12— THREADED INSERTS 9" C� 3'-6" CTSo � 2�/2' � 1��,. DOWEL HOLES #4 S8 (IN PAIRS) � #4 S7 (IN PAIRS) / #4 S6 (IN PAIRS) /� #4 S5 (IN PAIRS) , ------- - -- -- -- ----- � � � , � � I � 6- %q" CHAMFER —o\o � � ------- -- - -- -----J o /' i� — o ��., : ------- * — -- '�*�— --- i� • ♦ t � f 2 — # 5 S 1 �� m 1 lY / #5 S4 C� 1'-0" CTSo_� y/16" .. 2�-75�a„ —#4 S2 PAIRS #4 "S" BARS SPLAYED C� 6" CTSe C� APPROXe EQ, SPAe DETAI� "A" (SIMILAR EACH END OF UNIT) TYPE I UNIT SHOINN— OTHER UNITS SIMILAR EXCEPT OMIT #5 S4 BARS FOR TYPE II THRU TYPE IV UNITSe � � PROJECT NOo 14SPo204q1o1 HAYINOOD COUNTY STATIONo 13+33099 —L— SHEET 3 OF 5 REVISION DATEo STATE OF NORTH CAROLINA MARo 08, 2018 DEPARTMENT OF TRANSPORTAT ION RALEIGH DOCUFINAL UNLESSN q�DERED P L A N O F � O� U N I T SIGNATURES COMPLETED 3 O�— 1 O�� C � E A R R 0 A D IN A Y ,,,,,,,, � �,,,,,,, 12 0° S K E IN �.�`.(`, C A R '�. �```O�� !`-` `�'J�'O�/�'''i `�� 0`� O''%9'� = 'a SEAL ��_ = (STAGE I� SPAN �8�� — ' 2�77% — — � =.F` N ��.�� REVISIONS SHEET N ' ti �� '�c� E �� ''Q'QQ��'"""��`�,�'\.`�` N0. BYa DATE: N0. BYa DATE: S-14 � Y `►� � �� '''��i�iiu�`;��`` �I � TOTAL_ 19'-6" �� 20'-6" 2'/F„ #4 "S" PAIRS (SPACED AS SHOINN IN DETAIL "A") (TYPo EAo UNIT) � � � � � � a � U C � � � LL � a � U PLAN OF SPAN (STAGE II) 20'-6" � Oe6" � L,Re TRANSVERSE POST—TENSIONING STRAND IN 2�/2" 6 HOLE (TYPo) — 1,_3„ G� ,g, 19'-6" ------------------ -------� � r-------------------- � � � � � � � � � i � i � ---------------------- ---J '� L--------- ---------- , � , ' ---------------------� , �--------------- ---------- I I � � , � � � � i ij i ,, ---------------------J '; �----------- i :�� i -- ----------- q" I I 1'-3" DESo EGRo OF RECORDo RTS DATEa 02/18 DETAI� "C" . O Boone, NC 828•355•9933 � Tri-Cittes, TN 423•467•840i ❑ Knoxvllle, TN Vaughn&MeliOn 865•546•5800 Consulting Engineers O Sportonburg,SC 864�574•4775 QSh@VIII@. ❑ �hor�eston.s� ■ North Carolina 843•974•5650 828•253•2796 ❑ Middlesboro,KY O Raleigh,NC ❑ Charlotte,NC 606�246�6600 919•977�9455 704•357•0488 ❑ Atlanto,GA 770�627�3509 Copyright p 2006 Vaughn & Melton,lnc. AIIRtghts Reserved ```��i�iii�iiiiiii .�` � A R '�. � `��NES S / �O<�1'y �; ' 'a SEAL �� = - 20777 - _ :, yq�FN�� N��: \�;� �i �/iii�� , p � ,. ''�� i Li i �� `��`` • / � � q „S„ 40— #5 S3 C� 1'-0" CTSe (IN TWO BAR RAIL CONCRETE PARAPET) (TYPE VI UNIT ONLY) i � � � SEE GROUTED RECESS DETAILS VIEW C—C, SHEET 2 OF 5 (TYPe) SEE DETAIL"C" .----'� � , ,,-- , . i'�� ,%� �: � '�,�=--'�i i ;'.- � 19'-6" GUTTERLINE . 1'-3" `,�;__, ' �„ � � Oa6" 6 LoRo TRANSVERSE 12" QS VOIDS (TYPo ." POST—TENSIONING STRAND TYPE V& VI UNITS) ��" 4" IN 2�/2" QS HOLE (TYPo) �------------------------ -- ----------------------- ;,,�-----------------------------------------------, � � �� ,; � � �---------------------- ---------------------------J �-----------------------------------------------J -------------------------- „�j----------------------------------------------- �------------------------ i /� � i ' %' ' i „ �--------------------------------------------------J ,., L-----------------------------------------------� 1,_g„ ;�i' q„ SPLICE ,�� 1,_3„ ,--- , . .' — _ ` . ► i • � �.� '� # q „S„ ' —i— 3'-11" � . . . . 3,_�„ . / ;��- ^ #4 B4 (TYPe) CONSTe JTe (2 BAR RUNS) ,�, ,,; ,,, , ,,, , ____________________________________________________________ /JT�-- ,Tn_______________________________________________________________________________________________________________� /// �/ � �. ��_L!��ui��_��______��__��' � g�3�6„ SEE DETAIL'B" (TYPa) . � � i i � —#5 S3 #5 S3 Cd� 1'-0" CTSe #4 S3 12" � VOIDS #4 S2 g13�6„ , � 2 �/2' QS DOWEL HOLES #4 S8 (IN PAIRS) '� #4 S7 (IN PAIRS) � #44556(I(NNPAIRS)S�� i ------- -- -- -- -- -----� � , � � � ------- -- -- -- -- ----- ------- -- -- -- ---� � � ' i #4 S2 PAIRS C� 1'-0" CTSo 12" QS VOIDS (TYPo) —#4 S2 PAIR C� 6" CTSo '0,, . 6- %q" CHAMFER � � ' � i` o � � � � 2—#5 S1 � � � � � 2,_75�„ R #4 "S" BARS SPLAYED C� APPROXo EQo SPAo DETAI� "B" (SIMILAR EACH END OF UNIT) TYPE VI UNIT SHOINN— OTHER UNITS SIMILAR EXCEPT OMIT #5 S3 BARS FOR TYPE V UNITSo PROJECT NOo 14SPo204q1o1 HAYINOOD COUNTY STATIONo 13+33099 —L— SHEET 4 OF 5 REVISION DATEo MARo 089 2018 DEPARTI DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PI � � CORED SLABS REQUIRED (40' UNIT) UNIT NUMBER LENGTH TOTAL LENGTH TYPE I 1 40'-0" 40'-0" TYPE II 1 40'-0" 40'-0" TYPE III 3 40'-0" 120'-0" TYPE IV 1 40'-0" 40'-0" TYPE V 4 40'-0" 160'-0" TYPE VI 1 40'-0" 40'-0" TOTAL 11 440'-0" BAR TYPES g ��2 „ � �n � Q � � � � � � N I`n � DEAD LOAD DEFLECTION AND CAMBER 3,_�„ X 1,_g„ 40' CORED SLAB UNIT Oo6" QS LoRo STRAND CAMBER ( SLAB ALONE IN PLACE ) 13�6" � DEF�ECTION DUE TO 3 „ SUPERIMPOSED DEAD LOAD� �6 i FINAL CAMBER 5/$" � � INCLUDES FUTURE WEARING SURFACE 3,_1„ 2'-11" 2'-10" 2,_g„ 2,_8„ 2'-0" THE 2�/2"Q�DOWEL HOLES AT FIXED ENDS OF SLAB SECTIONS SHALL BE FILLED INITH NON—SHRINK GROUTe _ S8 S7 S6 S5 S2 S1 � ALL BAR DIMENSIONS ARE OUT TO OUTo FLAME CUTTING OF THE TRANSVERSE POST—TENSIONING STRAND IS NOT ALLOWEDo � GUTTERLINE ASPHALT THICKNESS ASPHALT OVERLAY THICKNESS � MID—SPAN 40' UNITS 2 �/8" DESo EGRo OF RECORDo RTS DATEo 02/18 ASSEMBLED BY : MAF DATE : 02/18 CHECKED BY o H�W DATE : 02/18 DRAWN BY e DGE 5/09 REVa 12/II MAA/AAC CHECKED BY e BCH 6/09 REVa 8/14 MAA/TMG BILL OF MATERIAL FOR ONE 40'CORED SLAB UNIT TYPE I UNIT TYPE II—�L UNITS TYPE VI UNIT BAR NUMBER SIZE TYPE LENGTH INEIGHT LENGTH WEIGHT LENGTH WEIGHT B4 4 #4 STR 20'-9" 55 20'-9" 55 20'-9" 55 S1 8 #5 3 4,_6„ 38 q,_6„ 38 q,_6„ 38 S2 82 #4 3 5'-4" 292 5'-4" 292 5'-4" 292 � S3 41 #5 1 7'-11" 339 � S4 41 #5 1 9'-5" 403 S5 4 #4 3 5'-5" 14 5'-5" 14 5'-5" 14 S6 4 #4 3 5'-6" 15 5'-6" 15 5'-6" 15 S7 4 #4 3 5'-7" 15 5'-7" 15 5'-7" 15 S8 4 #4 3 5'-9" 15 5'-9" 15 5'-9" 15 REINFORCING STEEL LBSo q44 444 444 � EPDXY COATED REINFORCING STEEL �BSe 403 339 5000 PoSoIo CONCRETE CUo YDSe 509 509 604 Oo6" � LoRo STRANDS Noa 13 13 13 CONCRETE RELEASE STRENGTH UNIT PSI 40' UNITS 4000 GRADE 270 STRANDS Oo6" 6 LoRo AREA Oo217 ( SQUARE INCHES ) ULTIMATE STRENGTH 589600 ( LBSo PER STRAND ) APPLIED PRESTRESS 439g50 ( LBSe PER STRAND ) � � � � �o � � � � N � � � � � � � � NOTES ALL PRESTRESSING STRANDS SHALL BE 7—WIRE LOW RELAXATION GRADE 270 STRANDS AND SHALL CONFORM TO AASHTO M203 EXCEPT FOR SAMPLING REQUIREMENTS WHICH SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONSo ALL REINFORCING STEEL CAST INITH THE CORED SLAB SECTIONS SHALL BE GRADE 60 AND SHALL BE INCLUDED IN THE UNIT PRICE BID FOR PRESTRESSED CONCRETE CORED SLABSo RECESSES FOR TRANSVERSE STRANDS SHALL BE GROUTED AFTER THE TENSIONING OF THE STRANDSo THE BACKER RODS SHALL CONFORM TO THE REQUIREMENTS OF TYPE M BOND BREAKERoSEE SECTION 1028 OF THE STANDARD SPECIFICATIONSo WHEN CORED SLABS ARE CAST9AN INTERNAL HOLD—DOWN SYSTEM SHALL BE EMPLOYED TO PREVENT VOIDS FROM RISING OR MOVING SIDEWAYSaAT LEAST SIX WEEKS PRIOR TO CASTING CORED SLABS,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW AND COMMENT9DETAILED DRAWINGS OF THE PROPOSED HOLD—DOWN SYSTEMa IN ADDITION TO STRUCTURAL DETAILS, LOCATION AND SPACING OF THE HOLD—DOINNS SHALL BE INDICATEDo PRESTRESSING STRANDS SHALL BE CUT FLUSH WITH THE CORED SLAB UNIT ENDSe APPLY EPDXY PROTECTIVE COATING TO CORED SLAB UNIT ENDSa GROOVED CONTRACTION JOINTS,�/2" IN DEPTH,SHALL BE TOOLED IN ALL EXPOSED FACES OF THE PARAPET AND IN ACCORDANCE WITH ARTICLE 825-10(B)OF THE STANDARD SPECIFICATIONSeA CONTRACTION JOINT SHALL BE �OCATED AT EACH THIRD POINT BETWEEN PARAPET EXPANSION JOINTSo ONLY ONE CONTRACTION JOINT IS REQUIRED AT MIDPOINT OF PARAPET SEGMENTS LESS THAN 20 FEET IN LENGTH AND NO CONTRACTION JOINTS ARE REQUIRED FOR THOSE SEGMENTS LESS THAN 10 FEET IN LENGTHo THE TRANSFER OF LOAD FROM THE ANCHORAGES TO THE CORED SLAB UNIT SHALL BE DONE WHEN THE CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF NOT LESS THAN THE REQUIRED STRENGTH SHOWN IN THE "CONCRETE RELEASE STRENGTH" TABLEo FOR GROUT FOR STRUCTURES9SEE SPECIAL PROVISIONSo THE PERMITTED THREADED INSERTS ARE DETAILED AS AN OPTION FOR THE CONTRACTOR TO ATTACH FALSEWORK AND FORMWORK DURING CONSTRUCTIONo THE PERMITTED THREADED INSERTS IN THE EXTERIOR UNITS SHALL BE SIZED BY THE CONTRACTOR,SPACED AT 4'-0"CENTERS AND GALVANIZED IN ACCORDANCE INITH SECTION 1076 OF THE STANDARD SPECIFICATIONSo STAINLESS STEEL THREADED INSERTS MAY BE USED AS AN ALTERNATEe THE PERMITTED THREADED INSERTS SHALL BE GROUTED BY THE CONTRACTOR IMMEDIATELY FOLLOWING REMOVAL OF THE FALSEWORKo THE COST OF THE PERMITTED THREADED INSERTS SHALL BE INCLUDED IN THE PRICE BID FOR THE PRECAST UNITSo PROJEC T NOo 14 S P o 2 0 4 4 01 HAYWOOD sTAT�oNa 13+33099 -�- COUNTY SHEET 5 OF 5 R E V I S I 0 N D A T E o STATE OF NORTH CAROLINA MARo 089 2018 D E P A R T M E N T O F T R A N S P O R T A T I O N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED , 1 ❑ Boone, NC 828•355•9933 ❑ Tri-Cities. TN 423 •467 •8401 ❑ Knoxville, TN Vaughn&MC110n a65�546�5800 Consulting Engineers O Soartanburg, SC 864•574•4775 Asheville, ❑ Charle5ton,sc ■ North Carolina 843•974•5650 828•253•2796 ❑ Middlesboro.KY ❑ Raleigh, NC ❑ Charlotte, NC 606�248•6600 919�977•9455 704•357•0488 ❑ Atlanta,GA 770•627•3509 �Copyrtght Q 2006 Vaughn & MeltOn,InC. AIIRtghiS RBserved / � ```��\1111111��' .�` � A R ''% :��`��N � SSi��y��'; � ♦ i 9 i ' ?� SEAL ��_ = — — 2�777 — ; ; yq� F�cl N��Q�� ;� `` �. ��ii�� '''��i�iiiii��`. RALEIGH STANDARD 3,_�„ X 1,_g„ PRESTRESSED CONCRETE CORED S�AB UNIT 120° � � BYa SKEIN REVISIONS DATE: N0. BYe � SPAN ,B, SHEET N0, DATE: S —16 TOTAL SHEETS 39 STDo NOo 21" PCS3_33_120S 5 3� „ � 5,_7i�2„ 76�-q7�6" (WePe #1 TO WePe #2) 1,_6„ q,_�„ —L- 11 SPACES C� 6'-3"= 68'-9" 8" QS VOID (TYPo ` TYPE IV ONLY) INoPo #2 41'-4%6" (WePe #2 TO WoPe #3) 6 SPACES C� 6'-3" = 37'-6" 1,_g„ 8" � VOID (TYPa TYPE IV ONLY) • r-�-------------�-------------�----�--------�J I I j. ,,. �-------------------------------------------------J,,,. . ,,, ,,, : 12" � VOID (TYPo �' TYPES I, II9 & III) � • . � �----------------------- --- ---------------------� / � � I I / �-------------------------- ----------------------J, � �--------------------------- ---------------------� � I I �' / � „, / �--------------------- J �� / ---------------------------- ,,,, � � ��; , • / %�%� % q,_�„ 2,_6„ 3,_1��2„ WoPo #1 � � / / . . � � . � � � . FILL FACE C�� • END BENT NOo 1 �.�' � � � • � . . 75'-0" (CORED SLAB LENGTH) • // • RAIL POST SPACING FOR TEMPORARY GUARDRAIL - STAGE I r ii c � ACED AS NEEDED) � � � 'RECESSED AREA SECTION OF ANCHOR ASSEMBLY LOCATION (TYPE IV UNIT — STAGE I) (2'-0" CSU SHOWN9 1'-9" CSU SIMILAR) THE #3 BARS ARE INCIDENTAL AND THEIR COST SHALL BE INCLUDED IN THE PRICE BID FOR THE PRESTRESSED CONCRETE CORED SLABSo DESo EGRo OF RECORDo RTS DATEo 02/18 PLAN OF RECESSED AREA EDGE OF TYPE IV CSU UNIT #3 BARS PLACED A� �—� ��,�,�� (A SIDE VIEW 4'-0�/4". /� ;,;� 12"� VOID (TYPo ,,; �� TYPES I, II, & III) ,, , , ; ;� �-------------------------------------� ;;� ;;r----------- --- ---------------------� I I ,�' �� % I I L-------------------------------------J L-------------- ----------------------J i-------------------------------------i / /i--------------- ---------------------i ; � ,';' �-------------------------------------J,i� „ L-------------------------------------� ;%' • ,%% / �/ ;� • / ELEVATION 40'-0" (CORED SLAB LENGTH) Oe375" � WIRE STRUT THREADED STEE� FERRULE TO FIT 1" 6 x 2 1/4" BOLT WITH ROUND WASHER � RPW MINIMUM LENGTH OF THREADS IN INSERT (FERRULE) 0 2 1/2" TEMPORARY GUARDRAI� ANCHOR ASSEMB�Y (19 ASSEMBLIES REQUIRED IN THE TYPE IV CORED SLAB UNITS) (6 ASSEMBLIES REQUIRED IN THE APPROACH SLABS) . , . . . � � :� • �;/� FILL FACE C� �.� END BENT NOo 2 • � / / / • � / / / / / / 120 ° —00'-00" (TYPo) 1'-6" NOTES THE TEMPORARY GUARDRAIL ANCHOR ASSEMBLY SHALL CONSIST OF THE FOLLOINING COMPONENTSo Ao FERRULES SHALL BE MADE FROM STEEL MEETING THE REQUIREMENTS OF AASHTO M169, GRADE 12L14 AND SHALL HAVE A MINIMUM LENGTH OF THREADS OF 2�/2"0 Bo 4— 1" QS X 2�/q" BOLTS INITH WASHERSo BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A307oBOLTS AND WASHERS SHALL BE GALVANIZEDo(AT THE CONTRACTOR'S OPTION STAINLESS STEEL BOLTS AND WASHERS MAY BE USED AS AN ALTERNATE FOR THE 1" Q� X 2�/q" GALVANIZED BOLTS AND WASHERSo THEY SHALL CONFORM TO OR EXCEED THE MECHANICAL REQUIREMENTS OF ASTM A307oTHE USE OF THIS ALTERNATE SHALL BE APPROVED BY THE ENGINEERa) Co WIRE STRUTS SHOWN IN THE TEMPORARY GUARDRAIL ANCHOR ASSEMBLY DETAIL ARE THE MINIMUM ALLOWABLE SIZE AND SHALL HAVE A MINIMUM TENSILE STRENGTH OF 100,000 PSIo TEMPORARY GUARDRAIL ANCHOR ASSEMBLY WITH BOLTS SHALL BE ASSEMBLED IN THE SHOPoBOLT THREADS MAY BE RECUT AS NECESSARY TO ENSURE FITo THE COST OF THE TEMPORARY GUARDRAIL ANCHOR ASSEMBLY COMPLETE IN PLACE SHALL BE INCLUDED, AS APPLICABLE, IN THE UNIT CONTRACT PRICE BID FOR 3'-0" X 1'-9" OR 3'-0"X 2'-0"PRESTRESSED CONCRETE CORED SLAB OR LUMP SUM PRICE BID FOR APPROACH SLABSo FERRULES SHALL BE PLUGGED DURING CASTING OF THE CORED SLAB UNITS OR POURING OF APPROACH SLAB AS RECOMMENDED BY THE MANUFACTURERo ONCE THE TEMPORARY GUARDRAIL HAS BEEN REMOVED,THE �/2"RECESS SHALL BE FILLED WITH GROUTo AT THE CONTRACTOR'S OPTION9FERRULES WITH OPEN OR CLOSED ENDS MAY BE USEDa PAYMENT FOR TEMPORARY GUARDRAIL,POST9AND POST BASE PLATES IS INCLUDED IN ROADWAY PAY ITEMSa 1 q S P o 2 0 q 4101 PROJECT NOo HAYWOOD COUNTY STATIONo 13+33099 —L— ��,,��,,,, REVISION DATEo ,,�``�N �ARo�''� MARa 089 2018 :� °� `''� ssi'' ��ti�"'; .� . ,, 9. : ; 0 .o y. : ==a SEAL �= _ DOCUMENT NOT CONSIDERED = ' 20777 = FINAL UNLESS ALL ';ti �-`,�,tic�NE��;' SIGNATURES COMPLETED �,�q�� ,�L�.��\��.`�.. Y , ''��„��, � ❑ Boone, NC 828�355•9933 O 7rt-Ctties, TN 423•467•8401 ❑ Knoxville, TN Vaughn�Melfon 865•546•5800 Consulting Engineers � Sportonburg, SC 864•574•4775 Asheville. ❑ Cnar�eston,SC ■ North Carolina 843•974•5650 828•253�2796 ❑ Middlesboro,KY ❑ Raleigh, NC ❑ Charlotte, NC 606•248•6600 919•977•9455 704•357•0488 O Atlonto,GA 770•627�3509 �Copyrfqht � 2006 Vauqhn & Melton,lnc. AIIRights Reseryed � � POST AND GUARDRAIL � ANCHOR ASSEMBLY I � r----------T� � � . r-----�----� � `. , , ; ; ; ��, ' I ; ; ; % ' I ' ' � � �;� TEMPORARY � I ' ' ; � � GUARDRAIL � ; ; � � � � ' (SEE NOTES) , , ' I ' ' , , Y,, , ; ' i � r, � , , �. � �----------a , , ; ; � , �. , , ; ; , I ' ' , , � ;, ! 1 i (l ii � 110,_3�/4„ 4—BOLT TEMPORARY GUARDRAIL ANCHOR ASSEMBLIES (19 ON BRIDGE) CONSTo JTo I /I ;,��--- ------------- ------------- ------- - � . , L-- ------------ ------------ ---- J � - - - - - - - --- I I � �-------------- ---------------------------- -----J • 12" QS VOID (TYPo � ' TYPE IV ONLY) . • . � %� �-------- ----------- ------ � � �---------- --- �------- ---- � � � L-------- ------------- -----------J,i�' %� L---------- ------------- --------J ------------- -------- ,'; � ---------- ------------- ------ r---------- � / �-- , I � ; % ; ,' � I • ,� „ �------- -----------------------------J;� „ L-------------------------------------� q,_3„ 2,_6„ q,_0„ q,_0„ INoPo #3 . � � �n n i i , . 12" QS VOID (TYPo �" ' � � TYPE IV ONLY) ,%/,� � . ,,, . . . ,� : ' � '' . i ,�� ,�� . ;y, ;,; � �- �!/" . ,%- �' ,%',%' • • ;,�'�-------------------------------------------- ----� • I I • �------------------------------------------- -----J �-------------------------------------------- ----� I I � �------------------------------------------- -----J • • � 1'-�„ PLAN 1'-2" 1 - H H W C� Q � (/� I�I W C� a � � 0 � � �9 � � H � J H Q H m � W i w � � � Q � ~ � _ � N � PLAN OF UN I T — SPAN "A" PL AN OF UN I T — SPAN "B" 6'-5" STAGE III 5,_3„ � _ #/I ��R" �1 1'-1"(`TC STAGE I 1'-2" �i� „ NOTESo GROOVED CONTRACTION JOINTS �/2" IN DEPTH9SHALL BE TOOLED IN ALL EXPOSED FACES OF SIDEWALK IN ACCORDANCE WITH ARTICLE 825-10(B)OF THE STANDARD SPECIFICATIONSo THE CONTRACTION JOINTS SHALL BE LOCATED AT A SPACING OF 8 FTa TO 10 FTo BETWEEN EXPANSION JOINTSo NO CONTRACTION JOINTS INILL BE RE�UIRED FOR SEGMENTS LESS THAN 10 FTo IN LENGTHo ALL REINFORCING STEEL IN SIDEWALK SHALL BE EPDXY COATEDe � OVERALL HEIGHT OF TOE OF SIDEW SPAN ,A, 9��/i6" C� � gRGe END BENT NOe 1 8%16" C� MIDSPAN 9�/2" C� � BRGo BENT NOo 1 SPAN $ �4 �� 8'/s" � M #5 "S" IN CORED SLAB PAYMENT FOR SIDEWALK9TW0 BAR METAL RAIL END POST AND PARAPET SHALL BE INCLUDED IN PAY ITEM FOR "CLASS AA CONCRETE"9 AND "EPDXY COATED REINFORCING STEEL"a FOR TWO BAR RAIL END POST DETAILS,SEE "END OF RAIL DETAILS" SHEETo SP�ICE �ENGTHS BAR EPDXY �NCOATED SIZE COATED #4 2,_�„ 1,_g„ #5 2'-6" 2'-2" #6 3,_10„ 2,_7„ PROJECT NOo HAYWOOD STATIONo REVISION DATEo MARo 08, 2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED '�� SECTION THRU DESo EGRo OF RECORDo RTS DATEo 02/18 SIDEINA�K � O Boone, NC 828�355�9933 ❑ Tri-Cities, TN 423•467•8401 ❑ Knoxvllle. TN Vaughn&Melfon 865•546•5800 Consulting Engineers O Sportonburg,SC 864•574•4775 Asheville. O Char�eston,SC ■ North Corolina 843•974•5650 828•253•2796 O Mlddlesboro, KY ❑ Raleigh,NC ❑ Charlotte,NC 606•248•6600 919•977•9455 704•357•0488 O Atlonta,GA 770�627�3509 �Copyright � 2006 yauqhn & Melton, lnc. AlI Rights Reseryed ````��111111////��/ ,.� CAR . :��` ��N��SSi�o��'G��', � � �� c i�� i ? � O� G Q/� % ' = =a SEAL �= = _ = 2�777 = _ , F �Q` ,� : :,ti'�-,Nc�NE .��'. : �iQ�O��iii�`�\��`�` ''��'''� �� ``�� ` 1qSPo20q41o1 COUNTY 13+33099 —L— iAi � tt 1 iAi n �e � ,. _ _ � 3,_g„ #7 'E' BARS C� 9�/Z" CTSo (EAo FACE) � N i � � END OF CORED SLABS �, �, �, 2 �/2„ � � � � � � --•--- � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 8„ q„ q„ 1'-10" � GUARDRAIL ANCHOR ASSEMBLY PLAN OF END POST 3,_g„ 6" � � 1'-2" F3� M�F4 � GUARDRAIL F2 ANCHOR ASSEMBLY F1 N z z �� Q m�� -, z # Q Q N � � m °° �v � N # � � � .� .--� I END VIEW PARAPET AND END POST DETAILS FOR TWO BAR RAIL - LEFT SIDE BEGIN BRIDGE SHOWN,END BRIDGE SIMILARe (FOR LEFT SIDE BILL OF MATERIAL,SEE THIS SHEETe) � � PARAPET HEIGHT VARIES SPAN 'A' SPAN 'B' 2'-9�/2"C� � BRGo 2'-8%4'"C� � BRGo 2'-8�/16" c� MIDSPAN 2'-8�/$" c� MIDSPAN � � END POST HEIGHT VARIES BEGIN BRIDGE = 4'-11�/2" END BRIDGE = 4'-10%q" I DESo EGRo OF RECORDo RTS DATEo 02/18 F2 F1 1" � � #5 S12 IN TYPE �I UNIT END OF CORED SLABS �. 1'-10" ,i � � GUARDRAIL A � �1�� i1�11 A r` r` r\ I11 � �i N i � �� PLAN OF END POST � N ix� E1 E�EVATION �r ,�' BARS 1'-2" F 3�r M� F 4 N � N F2 � GUARDRAIL ANCHOR ASSEMBLY F1 j� N Z �, Z Q � m � � � � � � �z � # �a m r �� 1 # � � O � \l OR SIDEWALK 2 � .� � I �� IN TYPE VI UNIT END VIEW F2 F1 � � 1" #5 S13 IN TYPE VI UNIT PARAPET AND END POST DETAILS FOR TINO BAR RAIL - RIGHT SIDE BEGIN BRIDGE SHOWN9END BRIDGE SIMILARe (FOR RIGHT SIDE BILL OF MATERIAL9 SEE SHEET S-18e) � � PARAPET HEIGHT VARIES SPAN 'A' SPAN 'B' 3'-6��/16" C� � BRGo END BENT NOo 1 3'-53/q" C� � BRGo 3'-5�/16" c� MIDSPAN 3'-5�/8" c� MIDSPAN 3'-6�/2" C� � BRGo BENT NOo 1 � � END POST HEIGHT VARIES BEGIN BRIDGE = 5'-8��/16" END BRIDGE = 5'-7%4" PROJECT NOo HAYWOOD STATIONo REVISION DATEo MARe 08, 2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � ❑ Boone, NC � 828•355•9933 � Tri-�ties, TN 423•467•8401 � Knoxville, TN Vaughn&MCIIOn 865•546•5800 Consulting Engineers � 5portonburg, SC 864•574•4775 Asheville, ❑ Cnor�eston,SC ■ North Coro�ina 843•974�5650 828 •253 •2796 ❑ Middlesboro. KY O Roielgh,NC O Choriotte,NC 606•248•6600 919•977•9455 704•357•0488 O Atianta,GA 770•627•3509 `CoDYriqnt p 2006 Vaughn & Meiton,inc. AuRights Reserved J ```��\1111111��' �,.� ,��, C A R� '%,� �� :r ``��i�� /� : �O`�O` �SS� O�i i� i = �a SEAL��= = - - 2�%77 - ,' � �� ; tiq� ,,tic� NE,,,,� ��;� �i ��ii�� ,'�.O y L . `N � ``.�. ��/lllllll\\\� SPLICE �ENGTHS BAR EPDXY �NCOATED SIZE COATED #q 2,_�„ 1,_g„ #5 2'-6" 2'-2" #6 3'-10" 2'-7" 14SPo204q1o1 COUNTY 13+33099 —L— � THREADED INSERTS � � CONCRETE INSERTS #5 'B' BARS �------- �-�- �_______ 3,_g„ � THREADED 6�� INSERTS � "� J1C lIV TYPE � E�EVATION UNIT 115'-1%q" � � 1,_87�6„ 4'-5�/8" , 1,_83�$„ 10 SPACES C� 6'-6" = 65'-0" (TWO BAR METAL RAIL) 1'-4" 1,_q„ 3,_g„ 10 SPACES C� 6'-6" = 65'-0" � I j-�� JTo C� BENT I . . (TWO BAR METAL RAIL) 1,_87 „ �6- 1,_8i�2„ 115�-13�q" PLAN OF RAIL POST SPACINGS 1,_8i�2„ 4�_4i3�6„ 1,_8i�2„ 1,_q„ 3,_g„ PROJECT NOo HAYWOOD STATIONo REVISION DATEo MARo 089 2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DESo EGRo OF RECORDo RTS DATEo 02/18 ``��111111////�� `�,.�`,��, C A R� '%,� � � ``�11111�� /� � �1��O��SS/O�� 9�� : = 'a SEAL �= = _ = 20777 = _ �:,tiq%FN�iNE�� ,� �� O �i�� `� '''�� i�i i i i �� `��. 14SPo204q1o1 COUNTY 13+33099 —L— . . I � �� JTe C� BENT i � 4 SPACES C� 6'-6" = 26'-0" 1�-83�8�� 1'-87�6„ (TWO BAR METAL RAIL) 1'-4" 4 SPACES C� 6'-6" = 26'-0" (TWO BAR METAL RAIL) � ❑ Boone. NC 828•355•9933 ❑ Tri-Cities, TN 423 �467 �840i ❑ Knoxville, TN Vaughn&Melton 865•546•5600 Consulting Engineers � Spartanburg,SC 864•574�4775 Asheville, o Charleston,sc ■ NOrth COrOlinp 843•974•5650 828�253•2796 ❑ Middlesboro,KY ❑ Raleigh, NC ❑ Charlotte. NC 606•248•6600 919•977•9455 704•357•0488 ❑ Atlanta,GA 770•627•3509 Copyright 8 2006 Vaughn & Melton,lnc. AIIRIqhts Reservetl NOTES � � � � 17/8"_ I _17/8�: PLAN 2 7�a „ 9�6�� X 13�6„ SLOTS (TYPo) � � .� � � N \, � 1" -►f- �/2 , , II i � � � � I I I r-i �-� i� � i i i � � i i � � i ;; ��; �� ;; �� ; ;; ��; �;;; �� ; �; ; ��, �� I I I I � � �� , � � i i � I � � ; I I I , � , , , � � � � � � � � � ; � � � � , � , , , � � � , � � � � � � � � , � ; � ; ; , � � ; ; ; � ; � , , , , � � � � � ; �,,, �o �;;; � + �;�; � � � �� ;;; � �o �;;; �+ �;;; �� 'O ;+ � � ; � � � , ; � � �� ; � Q' +� ; � � ; Q� +�� ,,, , ��; �� ;� � ��,� � � �� , �;;; � � ��; ; �� , �,,, , �,,, ; �;�; � _ � � � �,,, , �� ; ; ��„ , �;;; 0; ��, + , �� , �;;; � ��, �n � � � ( SEE NOTES � ��A I 1UN NOTE oFOR ATTACHMENT OF METAL RAIL TO END POST9SEE STANDARD NOoBMR2o � � ��16 „ ; ---; , i ---i i " '' , -- ; ; ; 1 1 1 � � ; � � ; � ; ---, _� --; , ; ___, , __; ; ; ; ; � ; ---; ---� , 4— %q" � BOLTS W/ ROUND WASHERS � � � ��,� , , � � ;;�; � , - � � ; � ; ; � �� ---, � + �;;; + � ; � ��, , , � � � , --- � � �, � � ; �, � ;, ,; � , uii � � � 5/6" QS DRILL 1" DEEP & 4— 0766" QS HOLES 3/8" � C16 THREAD] TAP PUNCHED FOR RIVETS 7-� 3„ i„ q��4�� /8 DEEP FOR /8 QS X 1/2 STAINLESS STEEL CAP SCREW FRONT E�EVATION SIDE E�EVATION DETAI�S OF POST � � �c-� FRONT ELEVATION I DESe EGRe OF RECORDe RTS DATEe 06/17 53/�„ � � �c-� � '� o ''`�' o � +� 0750" 0745" RIVET DETAIL FOR ANODIZED 2 BAR METAL RAIL,SEE SPECIAL PROVISIONSo ALUMINUM FOR POSTS9 BASES9 RAILSoEXPANSION BARS, RIVETS9 CAPS9AND SHIMS SHALL BE ANODIZEDoTHE CONTRACTOR SHALL SUBMIT THREE SETS OF ASTM B-21 6061—T6 ALUMINUM SAMPLES ANODIZED MEDIUM BRONZEoDARK BRONZEoAND EXTRA DARK BRONZE TO THE ENGINEERoTHE ENGINEER SHALL SELECT THE COLOR FROM THE SAMPLES FURNISHED BY THE CONTRACTORo AFTER A SHADE OF BRONZE HAS BEEN SELECTED FOR THE RAILING9THE CONTRACTOR SHALL SUBMIT A SAMPLE OF COMPATIBLE EXTERIOR ACRYLIC HOUSE PAINT TO THE ENGINEERo THIS PAINT SHALL MATCH THE ANODIZED RAIL COLOR AS CLOSELY AS POSSIBLEoAFTER ERECTION OF THE ANODIZED ALUMINUM RAILING9ALL EXPOSED ANCHOR BOLTSoNUTS, WASHERS9MACHINE SCREWS9CAP SCREWS9BOLTS9ATTACHMENT BRACKETSoHOLD—DOWN PLATES9 AND BUILT UP ANGLES SHALL BE COATED WITH TWO COATS OF THIS ACTYLIC PAINTa ANY DAMAGE TO THE ANODIZED SURFACES OF THE RAIL OR COMPONENTS DURING THE CONSTRUCTION SHALL BE REPAIRED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS AT THE DIRECTION OF THE ENGINEER AND AT THE CONTRACTOR'S EXPENSEe PAY LENGTH = 21qoo LINe FTo 613�6„ 15�6�� q5/8„ 4 — 0766" QS . HOLES PUNCHED FOR RIVETS METAL RAIL SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 460 OF THE STANDARD SPECIFICATIONS AND METAL RAIL COMPONENTS SHALL MEET THE REOUIREMENTS OF ARTICLE 1074-5 OF THE STANDARD SPECIFICATIONSe RAILING SHALL BE CONTINUOUS FROM END POST TO END POST OF BRIDGEoEACH JOINT IN RAIL LENGTH SHALL BE SPLICED AS DETAILEDoPANEL LENGTHS OF RAIL SHALL BE ATTACHED TO A MINIMUM OF THREE POSTSo FOR END OF RAIL TO CLEAR FACE OF CONCRETE END POST DIMENSIONqSEE STDoNOoBMR2o CAP SCREWS SHALL BE ASTM F593 ALLOY 305 STAINLESS STEELoWASHERS SHALL MEET THE REOUIREMENTS OF ASTM F844 EXCEPT THEY SHALL BE MADE FROM ALLOY 304 STAINLESS STEELo METAL RAIL POSTS SHALL BE SET NORMAL TO CURB GRADEo ALLOY 6351-15 MAY BE SUBSTITUTED FOR ALLOY 6061-16 INHERE APPLICABLEa MINOR VARIATIONS IN DETAI�S OF METAL RAIL WILL BE CONSIDEREDoDETAILS OF SUCH VARIATIONS9IF DESIRED9SHALL BE SUBMITTED FOR APPROVALa GROOVED CONTRACTION JOINTS9�/2"IN DEPTH9SHALL BE TOOLED IN ALL EXPOSED FACES OF THE PARAPET AND IN ACCORDANCE WITH ARTICLE 825-101B) OF THE STANDARD SPECIFICATIONSoCONTRACTION JOINTS SHALL BE LOCATED 9 FEET ON EACH SIDE OF PARAPET EXPANSION JOINTS WITH NO MORE THAN 12 FEET BETWEEN CONTRACTION JOINTSe ANODIZING DRILL & COUNTER BORE FOR 3/8" Ql C16 THREAD7 CAP SCREW �/q�� . NOTE oBASE CAN BE SUPPLIED AS ONE EXTRUSION OR TWO EXTRUSIONS WELDED TOGETHER AS SHOWNo �`N �` \ �� :�: ii � ii PERMITTED WELD 2 2/4 � PLAN 25�6„ � - `V � I N C � POST BASE �/q „ SIDE ELEVATION DETAI�S , ❑ Boone, NC 828•355•9933 ❑ Trt-Cities, TN 423•467•840i O Knoxville, TN Vaughn&Melfon 865•546•5800 Consulting Engineers � Spartanburq,SC 864•574•4775 Asheville. ❑ Char�eston,SC ■ North Corolina 843•974•5650 828•253•2796 O M1ddlesboro.KY ❑ Roieigh,NC ❑ Cnariotte.NC 606•248•6600 919•977•9455 704•357•0488 O Atlonta,GA 770•627•3509 �Copyright O 2006 Voughn & Melton,lnc. AIIRights ReSeryeO REVISION DATEo MARe 08, 2018 `�� „�,� �.�`� �N � A RO ��''�. , � ��,� � � �,,, <iy., : ��,.O�ESS/ o�,; y'; = =a SEAL �' ' _ - 20777 = _ ; y �-Ftic� NE�� :� ��i9 ��i��` �\�� '�� Y L . `1'1��'.��. �''��. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT NOo 14SPo2044101 HAYWOOD COUNTY STAT IONo 13+33099 —L— SHEET 1 OF 2 ANCHC ASSE� cc ci SECTION THRU PARAPET AND RAI� LEFT SIDE SHOWN9RIGHT SIDE SIMILARa SEE "RAIL POST SPACINGS AND END OF RAIL DETAILS" SHEET 1" 1'-2" N � � q 3�4 „ �/2 � � I �/q � , Q �16�� I 5�6�� '� � � � �,� .� � RAI� �/q�� SIDE VIEIN 3/q „ MINOR AXIS MAJOR AXIS 5 ��2 „ � SECTION 0 DIMPLE "B" �� a \ H 0 � � H _ Q DIMPLE "A" i�$ , , SECTION B — B DIMPLE EXPANSION BAR _ „A„ \ � PLAN �/q" ( TYPo) 13�8 , , TO FIT RAIL SECTION DETAI�S �/2" 6 C13 THREAD] HOLE FOR �/2" 6 X 1" STAINLESS STEEL HEX HEAD CAP SCREIN & 1%16" OoDe, 17/32" IeDe, I/ �� Ti iTry iAi n ci irr� iTvr� � I DESe EGRe OF RECORDe RTS DATEe 02/18 \N � N .--i C�AMP BAR DETAI� (q REQUIRED PER POST ) � 7/32„ 23/32„ ` N � N ` N � � 7/8" QS HOLES (PERMITTED CUTLINE ) CLAMP .� \ `N \00 � \ LS� I` ,� � � M N NOTES STRUCTURAL CONCRETE ANCHOR ASSEMBLY THE STRUCTURAL CONCRETE ANCHOR ASSEMBLY SHALL CONSIST OF THE FOLLOWING COMPONENTS o Ao FERRULES SHALL BE MADE FROM STEEL MEETING THE REQUIREMENTS OF AASHTO M169, GRADE 12L14 AND SHAL� HAVE A MINIMUM �ENGTH OF THREADS OF 2" FOR %q" FERRULESo Bo 4— 3/q" � X 2�/2" BOLTS INITH INASHERSo BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A307e BOLTS AND INASHERS SHALL BE GALVANIZEDo AT THE CONTRACTOR'S OPTION9STAINLESS STEEL BOLTS AND WASHERS MAY BE USED AS AN ALTERNATE FOR THE 3/q" � X 2�/2" GALVANIZED BOLTS AND WASHERSo THEY SHALL CONFORM TO OR EXCEED THE MECHANICAL REQUIREMENTS OF ASTM A307o THE USE OF THIS ALTERNATE SHALL BE APPROVED BY THE ENGINEERo Co WIRE STRUT SHOWN IN THE CONCRETE ANCHOR ASSEMBLY DETAIL IS THE MINIMUM ALLOWABLE SIZE AND SHALL HAVE A MINIMUM TENSILE STRENGTH OF 1009000 PSIo AS AN OPTION, A%6" QS WIRE STRUT WITH A MINIMUM TENSILE STRENGTH OF 90,000 PSI IS ACCEPTABLEo De THE METAL RAIL ANCHOR ASSEMBLIES TO BE HOT DIPPED GALVANIZED TO CONFORM TO REQUIREMENTS OF AASHTO M1110 Eo THE COST OF THE METAL RAIL ANCHOR ASSEMBLY WITH BOLTS AND WASHERS COMPLETE IN PLACE SHALL BE INCLUDED IN THE PRICE BID FOR LINEAR FEET OF METAL RAILo Fo BOLTS TO BE TIGHTENED ONE—HALF TURN WITH A WRENCH FROM A FINGER—TIGHT POSITIONo THE CONTRACTOR MAY USE ADHESIVELY ANCHORED ANCHOR BOLTS IN PLACE OF THE METAL RAIL ANCHOR ASSEMBLYo LEVEL ONE FIELD TESTING IS REQUIRED9AND THE YIELD LOAD OF THE 3/q" � BOLT IS 10 KIPSo FOR ADHESIVELY ANCHORED ANCHOR BOLTS OR DOWELS9SEE THE STANDARD SPECIFICATIONSa WHEN ADHESIVELY ANCHORED ANCHOR BOLTS ARE USED9BOLTS SHALL MEET THE REQUIREMENTS OF ASTM F593 ALLOY 304 STAIN�ESS STEEL WITH MINIMUM 759000 PSI ULTIMATE STRENGTHa NUTS SHALL MEET THE REQUIREMENTS OF ASTM F594 ALLOY 304 STAINLESS STEEL AND WASHERS SHALL MEET THE REQUIREMENTS OF ASTM F844 EXCEPT THEY SHALL BE MADE FROM ALLOY 304 STAINLESS STEELo � 7/8" QS HOLES (PERMITTED CUTLINE ) FRONT PLATE REAR PLATE SHIM DETAI�S NOTE o SHIMS MAY BE CUT ALONG PERMITTED CUT�INE OR S�OTTED TO EDGE OF P�ATE TO FACILITATE PLACEMENTo � � a { � � , � � � I I ASSEMBLY 4 3�4 „ � RAIL CAP . ❑ Boone. NC 828•355•9933 0 Tri-Cities. TN 423 •467 • 8401 O Knoxville, TN Yaughn&MCIIOn 865•546•5800 Consulting Engineers � 5partanburg,SC 864•574•4775 Asheville, ❑ Cnar�eston,SC ■ NOrth COr"OlinO 843•974•5650 828 •253 •2796 ❑ Middlesboro, KY O Roielqh,NC O Choriotte,NC 606•248•6600 919•977•9455 704•357•0488 O Atlanta,GA 770•627•3509 Copyrlqht Q 2006 Vaughn & Melton, lnc. AlI Rights Reseryed . — ` ```��\1111111///�� .�` � A R '% � ��NEs's;'��'ti.� : ; . ': = a SEAL �' = - - 2�7%% - � �C• �Q� : � '; ti n�., tic � NE ,�� :' '�i�']' '��11111��`��``� ., p y � � �,. ��'''��``. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISION DATEo MARe 08, 2018 PROJECT NOo 14SPo2044101 HAYWOOD COUNTY STATIONo SHEET 2 OF 2 13+33099 —L- 15�32�� i�8 , , � SEMI—ELLIPSE �,_�„ 7�32„ � ELEVATION BO�T META� RAI� ANCHOR (q0 ASSEMBLIES REQUIRED ) 4" 3 ��32�� 21�32„ 7�6„ � I � \ _ .� � � MINOR AXIS BAR SECTION g�32„ '/32„ ��16 „ � _� � � — .� � ��q" 6 BOLT WITH ►ED STEEL INSERTS :LOSED BOTTOM TO WASHERo ,� ASSEMB�Y Oe375" � INIRE STRUT STDo NOo BMR4 , 4 5/R„ �TT 2��4„ � 2��4„ � NOTES THE GUARDRAIL ANCHOR ASSEMBLY SHALL CONSIST OF A�/q" HOLD DOWN PLATE AND 7— 7/$" QS BOLTS WITH NUTS AND WASHERSa � � GUARDRAIL ANCHOR ASSE � 1%16" � HO�ES ( THE VERTICAL REINFORCING BARS MAY BE SHIFTED SLIGHTLY IN THE END POST TO CLEAR ASSEMBLY BOLTSo �/q" HOLD—DOIN �OLD—DOWN � PLAN � � � � GUARDRAIL ANCHOR ASSEMBLY � GUARDRAIL ANCHOR ASSEMBLY � 7�a�� 6 X 1,_q„ B( WITH ROl WASHERS (T` 1 ��4 "" � I I V L L \ I I I o/ 1'-2" END VIEW GUARDRAI� ANCHOR ASSEMB�Y DETAI�S END BENT #1 � END BENT #2 � SKETCH ATTACHMENT � LOCATION OF GUARDRAIL ATTACHMENT � 1'-2" REVISION DATEo MARo 089 2018 DESo EGRo OF RECORDo RTS DATEo 02/18 �OCATION OF GUARDRAI� ANCHOR PLAN (END BENT NOo 1 SHOWN9 END BENT NOo 2 SIMILARo) AT END POST THE HOLD—DOINN PLATE SHALL CONFORM TO AASHTO M270 GRADE 36oAFTER FABRICATION9THE HOLD—DOWN PLATE SHALL BE HOT—DIP GALVANIZED IN ACCORDANCE WITH AASHTO M1110 BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A307 AND NUTS SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M2910 BOLTS9NUTS AND WASHERS SHALL BE GALVANIZEDeAT THE CONTRACTOR'S OPTION9STAINLESS STEEL BOLTS,NUTS AND WASHERS MAY BE USED AS AN ALTERNATE FOR THE 7/8" � GALVANIZED BOLTS9 NUTS AND INASHERSoTHEY SHALL CONFORM TO OR EXCEED THE MECHANICAL REQUIREMENTS OF ASTM A307aTHE USE OF THIS ALTERNATE SHALL BE APPROVED BY THE ENGINEERo THE GUARDRAIL ANCHOR ASSEMBLY IS REQUIRED AT ALL POINTS WHERE APPROACH GUARDRAIL IS TO BE ATTACHED TO THE END OF THE PARAPEToFOR POINTS OF ATTACHMENT,SEE SKETCHo AFTER INSTALLATION,THE EXPOSED THREAD OF THE BOLT SHALL BE BURRED WITH A SHARP POINTED TOOLo THE COST OF THE GUARDRAIL ANCHOR ASSEMBLIES WITH BOLTS9NUTS AND WASHERS COMPLETE IN PLACE,SHALL BE INCLUDED IN THE VARIOUS PAY ITEMSo THE 1�/q" � HOLES SHALL BE FORMED OR DRILLED WITH A CORE BITa IMPACT TOOLS WIL� NOT BE PERMITTEDe ANY CONCRETE DAMAGED BY THIS INORK SHA�L BE REPAIRED TO THE SATISFACTION OF THE ENGINEERo � PROJECT NOo HAYWOOD STATIONo DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED , � ❑ eoo�e, Nc 828•355•9933 ❑ Tri-CitieS. TN 423 •467 •8401 ❑ Knoxville, TN Vaughn & Mellon 865 �546�5800 Consulting Engineers � Svartanburg,SC 864•574�4775 Asheville. O Chprleston,sc ■ North CO�OIif1O 843•974•5650 828•253•2796 ❑ Middiesboro.KY ❑ Raleigh,NC ❑ Charlotte,NC 606•248•6600 9i9•977•9455 704•357•0488 ❑ Atianta,GA 770•627•3509 �Copyright O 2006 Vaughn 8, Melton.lnC. AIIRights Reserved 1 J SHOINING POINTS OF ``�N � �C A Ro<��'' .. ,.� � ,,,.,,,,,, ,y-, � ��`�Ol�SS�O�ii.��i ' �a SEALy�= = - - 2�77% - - ;tiy�``,'I'GiNE��` ��;' �i ��ii�� '� � Y L . `N ��.�`. '��/1111111��` 1qSPo20qq1o1 COUNTY 13+33099 —L— (SHT 5) 11" 4„ q„ END VIEIN (TWO BAR METAL RAIL) NOTESo ALL STRUCTURAL STEEL SHALL CONFORM TO AASHTO M270 GRADE 50,AND SHALL BE GALVANIZED IN ACCORDANCE WITH SECTION 1076 OF THE STANDARD SPECIFICATIONSe WELDS SHALL BE MADE USING SMAW PROCESSqUSING E70XX ELECTRODESe JI HIV U 1�q IVI11Ve THE %q" QS HOLES SHALL BE FORMED OR DRILLED INITH A CORE BITeIMPACT TOOLS WILL NOT BE PERMITTEDa ANY CONCRETE DAMAGED BY THIS WORK SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEERo � WATER HANGER FOR MORE DETAILS9SEE UTILITY CONSTRUCTION PLANSe AT CONTRACTOR'S OPTION ADHESIVE ANCHORS SHALL BE PERMITTED INSTEAD OF THRU ANCHOR BOLTSeCONTRACTOR SHALL SUBMIT PLANS TO THE ENGINEER FOR APPROVALo WATER LINE HANGERS SHALL BE PAID FOR AS A LUMP SUM� FOR WATER LINE HANGERS,SEE SPECIAL PROVISION� SECTION LINE DETAIL �/q" END CAP P, EACH END) (PIPE CHAIR SUPPORT SHO�IN,PIPE ROLLER SUPPORT SIMILARe SPAN 'A' FILL FACE C� END BENT #1 y�.Pe #1 —L— �yePe #2 FILL FACE (� END BENT #2 � � 6" WATER � y�ATER LINE LINE � HANGER (TYPo) TOF COF � � 3" WATER LINE � SIDE VIE� WePe #3 PROJEC T NOo 14 S P o 2 0 4 4101 HAYWOOD CouNTY STATIONa � A � A � � T SPAN 'B' -- —�------ � ----------�-------;=- � --1 �-----------�-----------� ----------�----------�--- � -� , �- ,-------�-----------� ----- ----�----------�-----------�----- -----� --------- �------ --�-----------+-----------�----------f----------�-----------�-----------j-------'�,--�----!-------�-----------�----- ----f----------�-----------+----- -----j----------�------ �---- 3, _ 7 „ i . . . . . . . . � � I�4 � . . . i 3,_g„ � 3'-9 10 — WATER LINE HANGERS C� 7'-6" CTSe = 67'-6"� 75' CORED SLAB — SPAN 'A' i � 7,_6„� WATER �INE HANGERS PLAN VIEIN DESo EGRo OF RECORDo RTS DATEo 02/18 � DIMENSIONS MEASURED ALONG THE OUTSIDE FACE OF PARAPET (FOR THE LOCATIONS OF THE ROLLER SUPPORTS & PIPE CHAIR SUPPORT SEE UTILITY SHEETSe) REVISION DATEe MARo 089 2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � ❑ Boone. NC 1 828•355•9933 ❑ Tri-Cities, TN 423�467•840i ❑ Knoxville. TN Vaughn&Melfon 865•546•5800 Consulting Engineers � Spartanburg,SC 864•574•4775 Asheville, ❑ Cnor�eston,SC ■ NOrth Carolino 843�974•5650 828�253•2796 ❑ Middlesboro.KY O Raleigh,NC ❑ Charlotte,NC 606•248•6600 919•977•9455 704•357•0488 ❑ Atlanta,GA 770•627•3509 `Copyright � 2006 Vaughn &�lelton,lnc. AIIRiqhts Reservetl J ``��11111111/I/I `�,.�`,�N CAR� '%,� � � ``��i�� /� � 0 i i : `1`�O��Ss�O�i� 9 : : = 'a SEAL � = = _ - 20777 ' _ " % �` �Q� ; , =; y :,, Nci NE ,,. ��,: �iQ�QO ��ii��`��`�� Y �� ''��``. SHEET 1 OF 2 13+33099 -�- 5— WATER LINE HANGERS C� 7'-6"CTSe = 30'-0"� 6'-4%q"� 40' CORED SLAB — SPAN 'B' � HSS 5 X 5 X 3/8" I� 7 " X 2 �/� ,_, (TYPa EAo SIDE)� PLAN i i c� c� � v � v 3/�� SECTION A-A YPo HSS 5 •, r •, ��„ L 3��2�� X 3��2�� X 3 � 7„ X 2��2„ X 3/8„ (TYPo EAo SIDE) EDGE OF FILLET LOINER PORT ION OF ASSEMBLY �,_�„ � WELD (TYP, 1'-3" X 6" X 1" FILLER PLATE �/2 " Q� X 1 � �" QS BOLT 8" Ql HOLES 1'-3" X 6" FILLER P 2 X 2 X (TYPo) ANGLE ATTACHMENT DETAIL I DESo EGRo OF RECORDo RTS DATEo 02/18 YPo �YPJ CORED SLAB HSS 5 X 5 X 3/8" HSS 5 END CAP DETAIL PARAPET I � � I I �� HANGER I ATTACHMENT EDGE OF PARAPET 1'-3"X BASE F �/q" END C� ' X 1" 'LATE TYPe) �'-6" BOLT � ❑ Boone. NC 828•355•9933 O Tri-Cities, TN 423•467•8401 O Knoxvllle. TN Vaughn&MelfOn 865•546•5800 Consulting Engineers O Sportonburg, SC 864�574•4775 Asheville, ❑ Cnar�eston.SC ■ North Corolina 843•974•5650 828•253•2T96 ❑ Middlesboro.KY ❑ Roleiqh,NC ❑ Chorlotte,NC 606•248•6600 919•977•9455 704•357•0488 O Atlanta,GA 770•627•3509 Copyriqht � 2006 Vouqhn & Melton, Inc. All Rights Reseryetl 5/8 �� HOLE (TYPo) � �, �� \ �, 1'—� .. � .. _ FILLER PLATE OR 1,_3„ X 6„ X ��4„ BASE PLATE �/2" QS BOLT 5 X 5 X 3/8 " _.S ; & 5/$" HOLES � HANGER PLATE PLAN PROJEC T NOo 14 S P o 2 0 4 4101 HAYWOOD CouNTY sTAT�oNa 13+33099 -�- SHEET 2 OF 2 R E V I S I 0 N D A T E o STATE OF NORTH CAROLINA MARo 089 2018 DEPARTMENT OF TRANSPORTATION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ``�`;,11�11�11/� / �� 1. H R '�., �`�0��` �S'S�'''�/�9 i i� : y ' =a SEAL �' = � 2� 1 1 1 — � ' F ��; : : y :, ti�� NE ,: � ; ��Q�O��i i i i � ��\```� �'�., Y L . `N � ��.�. ��111111111\�� — — „�.. � ,. � ,. � a SIDE VIEW THRU-BOLT DETAIL � NOTES � 47'-0" ( TOTAL END BENT LENGTH) 20'-97/g" (STAGE I I) 1 �4 „ _ � _ �� l I I � #4 S4 & S5 (SPLAYED) 26'-2�/$" (STAGE I) 1'-5g " �6 120°0'0" SEE DETAIL "A" (SHEET 4 OF 4) #4 S6 & S7 � (SPLAYED) �� 1" X 8" X 2'-6" ELASTOMERIC BRGe PAD (TYPE I) (TYPo) _----�---- � ___ ,; <_. � _ _ T � __ _ _ _ _ ♦ _ il _ _ , - -- — — — — --,;�-- .��' _�-= �___� WePe # 1�-10�� 1�-7g�6„ (TYPo) (TYPo) -♦-------� ;�-- —�--------�- - ---- �l-- ----- -- �� ___ '' ___. � ____;;__.-� . ---a- � ----- � --- ;; � \ �___=�___ � � � •� � � •� � �\` � �`` �`` \� W2 / ,, , ,o ti PIPE � #4 � (SPLAYED) #4 S4 & S5 I (SPLAYED) TOP OF CAP ELo 1431066 — � � � � � � `� CONSTo JTo � � � � �� MECHANICAL SPLICE �� (TYPo #9 & #4 BARS) � i i � i � i L------------------------------- --- BOTTOM OF CAP � ELo 1427066 #4 S1 & S2 #9 B1 TO PROJECT 1'-0" MINo #4 B2 TO PROJECT 1'-0" MINe #4 B2 (EACH FACE) — #4 B3 UNDER #4 B2 OVER PILES C� 4'-0" CTSa (7 REQ'D) � � � � � , ---------_ �--� I , � ;� �, ; ; � � II � i ' �, i ' I I II 8„ 10" 3,_g7�8„ � HP 12x53 STEEL PILES � I DESo EGRo OF RECORDo RTS DATEe 02/18 1e223% A �� _�� A i i —4—#q S3 (TYPa EAo PILE) 7,_�„ 10" (TYPo) � �� ; � , ; � ; ' � WATER LINES . � �, , .� ,` � 99 ' �—#4 S4 & S5 I (SPLAYED) � Jj, ��i � 9 = 9, �0; A1 BARS =Ao FACE) � TOP OF WING ELo 1434004 TOP OF CAP ELo 1431a33 8„ #4 S1 & S2 7 E�EVATION WING NOT SHOWN FOR CLARITYo FOR SECTION A—A,SEE SHEET 4 OF 40 CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN & ELEVATION VIEINS FOR CLARITYo SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL",SHEET 4 OF 4e STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELSo FOR PILE SPLICE DETAILS9SEE SHEET 4 OF 40 FOR WING DETAILS9SEE SHEET 3 OF 40 CONTRACTOR SHALL VERIFY WATER LINE OPENING LOCATION BEFORE POURING CONCRETE IN POUR #20 STEEL PILE POINTS ARE REQUIRED ON ALL PILES, THIS END BENTe REVISION DATEo MARo 08, 2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � ❑ Boone. NC 826•355•9933 ❑ Tri-Cities, TN 423•467�8401 ❑ Knoxville, TN Vaughn&Melfon 865•546•5800 Consulting Engineers � Spartanburg, SC 864•574�4775 QSh@VIII@, ❑ Chor�eston,SC ■ NOrth COrOIinO 843•974•5650 828•253•2796 ❑ Middlesboro.KY � Roleigh,NC ❑ Chorlotte,NC 606•248•6600 919•977•9455 704•357•0488 ❑ Atlanto,GA 770•627•3509 CoDYriqht p 2006 youghn & Melton,lnc. AnRfghts Reservetl ``�N � �C A RO< ��' \� ;��0�` `��11111��' '�,'��' ` �;O`�S��O� �:� � = �a SEAL � _ = _ - 2�777 = _ : f �Q' �� N � ; tiq� .,NGI E�.�`� � :' �i�� O1��iii�` \��.``�� '''��'lllllll��```` PROJECT Noo 14SPo2044101 HAYWOOD COuNTY STATIONo 13+33099 —�— SHEET 1 OF 4 9—#4 S1 & S2 C� 8"CTSo (TYPo EAo STAGE I BAY) 4—#9 B1 � � � 7,_73 „ �6 10" 2'-0" MINo (TYPo) EMBEDMENT (TYPo) 3"HIGH BEAM BOLSTERS C� 5'-0" CTSo 7,_�„ 7,_�„ g„ m � � �1 � POUR #2 UPPER PART OF WING TOP OF PI�E E�EVATIONS O1429062 O1429053 O1429045 O1429036 POUR #1 — CAP, LOWER PART OF INING & CONCRETE COLLARS #4 S4 & S5 (SPLAYED) BOTTOM OF CAP ELo 1427033 � (OVER PILES) � CONSTo JTo� � 1 I I � NOTES 47'-0" (TOTAL END BENT LENGTH) BOTTOM OF CAP ELo 1427091 1" X 8" X 2'-6" ELASTOMERIC BRGo PAD (TYPE I) (TYPe) � w � \ � � a _ U � �o i m .� � � o� � � � I N TOP OF CAP E�e 1431e91 #4 S4 & S5 (SPLAYED) — � /� , � �i � P- — — � W �� \ a _ U �f � O� A- SEE DETAIL "A" (SHEET 4 OF 4) #4 S4 & S5 (SPLAYED) �9_ � �O_ 1� (TYPo) 1,_7g „ �6 (TYPa) -L- 13�4 „ �/q �� ---------- � � � ____;;_ � ;� �,, ____�; -_� — --- ____� __=- -- �- �----- � - -t-------.--;, -�------�- �----- , -�--- --------'�--� — — — --- �-- — — --- —�' - --- — — — --- — — — — -� -- — — - i� i� i� 2,_8i3 „ �6 c� � �� m� ��,o � o �' o �� 20'-97/8" (STAGE II) " EXPo JTo �T'L (TYPJ FILL FACE 15,_27�6„ 26'-2�/8" (STAGE I) 120°0'0" I � �---------- ---------------7 �� ``, i ��'�,, �� # 4 S 4 & S 5 ` ' "-�; --J (SPLAYED) - � � ,, � � ,� � � � i � � �` __ ��___�\ � �� 1 I \ �� I ---------- -------� I CONSTa JTo #4 S6 & S7 (SPLAYED) 1,_8i3 „ �6 STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELSo FOR PILE SPLICE DETAILS9SEE SHEET 4 OF 40 FOR WING DETAILS9SEE SHEET 3 OF 40 #4 B3 UNDER #4 B5 OVER PILES C� 4'-0" CTSo (5 REQ'D) P�AN WORKLINE o� �w . J � H Q � � � WoPa #1 TOP OF PILE E�E�ATIONS O1429087 O1429e79 O1429070 TOP OF WING ELo 1434066 (LEVEL) POUR #2 UPPER PART OF INING POUR #1 - CAP9 LOINER PART OF WIN( & CONCRETE COLLAR`. #4 S1 & S2 #4 B5 (EAo FACE) � q-#4 B5 — (OVER PILES) A �� : � . •• ;. 10223% �.�� '��:� �i�� f� ��i��i �� A 2'-0" MIN� EMBEDMENT (TYPo) 10" (TYPo) 3"HIGH BEAM BOLSTERS C� 5'-0" CTSe 7,_�„ � HP 12x53 STEEL PILES 1 �� 2 � (STAGE I PILE) E�EVAT ION DESo EGRo OF RECORDo RTS DATEe 02/18 WING NOT SHOINN FOR CLARITYo FOR SECTION A-A9SEE SHEET 4 OF 40 CONCRETE COLLARS FOR STEEL PILES NOT SHOINN IN PLAN & ELEVATION VIEWS FOR CLARITYo SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL"9SHEET 4 OF 4a , � Boone, NC 828•355•9933 ❑ Tri-Citles, TN 423•467•8401 ❑ KnoxvTlle, TN Vaughn&Melfon 865•546•5800 Consulting Engineers � Sportonburg, SC 864•574•4775 Asheville, ❑ Cnar�eston,SC ■ North Coro�ina 843•974•5650 828•253•2796 ❑ Mitltllesboro.KY ❑ Roieigh,NC ❑ Choriotte,NC 606•248•6600 919•977•9455 704•357•0488 ❑ Atlonto,GA 770•627�3509 Copyright 0 2006 Vouqhn & Melton,lnc. AIIRights Reserved PROJECT Noo 14SPo2044101 HAYWOOD COuNTY STATIONo 13+33099 —�— SHEET 2 OF 4 REVISION DATEo MARo 089 2018 DEPARTI DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ````�11111111��''' ,.� CAR . , `�,�` �� , � � � � �,,�<�,y'�;: �1�,O�ESS/0 ;.� = =a SEAL��= = - - 20777 - - , � �� `` ' ti '�- ti N ,.�� , ';��,q�Q.,��Gl��`. ��. ��'� � Y L . `N ��`�. ''��`� CONSTe JTe (TYPo) �4-#4 S3 (TYPo EAo PILE) 9-#4 S1 & S2 C� 8"CTSo (TYPe EAo STAGE II BAY) 7'-0" 10" 4-#4 S1 & S2 � 8"CTSo 10" TYPJ 3,_2i�$„ TOP OF CAP ELo 1431a66 CONSTe JTo �� -- --------------- , _....... ----------------------------� ; --- -� ---- � � �---- -r--------------------------------i ; i i � �-= ---- -i ----------------------------------- i ; � � � � , �-. , -s---- -F------------- _r_-_--------------i � � I III � � ; �-. � �-- �� -----------' _J____ _ ___ � � i ii; � � '-' G------------ � --- - , _s- i �--�ii ---r---------- i � � � iii � � ' �=s---- -�------------' � ----- ------- � ------� —II— �------ \\ � �� I \\ I �i i � � �_� � BOTTOM OF CAP � ELa 1427066 #4 S4 & S5 (SPLAYED) � #4 S6 & S7 (SPLAYED) 3,_g7�8„ 7,_�„ =ILL FACE � � F PLAN OF I ING #4 K2 (EAo FACE) N # � � O � # � � 0 � (LEVEL) C� 5'-0" CTSo E�EVATION OF INING 3„ �1 0 � � �l � C� Q LL � � _ � � � 3„ INING DETAI�S I DESo EGRo OF RECORDo RTS DATEo 02/18 FILL FACE �; �T� A � ' �J N >- ~ \�� PLAN OF INING (IN2� PIPE OPENINGS NOT SHOWN FOR CLARITYe SHIFT VERTICAL V1 BARS AS NECESSARY TO ENSURE 2"CLEAR AT PIPE OPENINGSo TRIM HORIZONTAL K1 BARS AS NECESSARY TO ENSURE 2"CLEAR AT PIPE OPENINGSo Y #4 V1 BARS (EAe FACE) (SPACED AS SHOWN ABOVE) E�EVAT I ON OF IN I NG (IN2 N # � � O � # � � 0 � � O Boone, NC 828�355�9933 ❑ Tri-Cltfes. TN 423•467•8401 ❑ KnoxVille, TN Vaughn&Melfon 865•546•5800 Consulting Engineers O Sportpnburg,SC 864•574•4775 Asheville. O Cnar�eston,SC ■ North Carolina 843•974•5650 828•253•2796 O Midtllesboro,KY ❑ Raleigh,NC ❑ Charlotte,NC 606•248•6600 919•977•9455 704•357•0488 O Atlonto,GA 770•627•3509 Copyright Q 2006 Vauqhn & Melton,lnc. AIIRights Reseryed �- � � a � _ � 4 LL � _ � # c SECTION #4 V1 �ONSTo JTo 3" HIGH BoBo �►� 1'-0" �� 2" CLo � 2" CLo � o v� � � FILL� v� ; FACE � � ww U U aQ �� J � J U H a LL m = N _ �� # � o v� � � a� � O � U �� l��[Ejvi�i�.l #4 V1 CONSTo JTo SECTION Y-Y PROJECT NOo 14SPo20q41o1 HAYINOOD COUNTY STATIONo SHEET 3 OF 4 REVISION DATEo MARa o89 2018 DEPARTI� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ````��1111111��' `�,. ,��, C A R� '�,,� � Q�� /�' � _ ` ��E$$/�� y ' _ = =a SEA� � = = - 20777 = - �;, ti,q� F�,GI NE��` �`� �, �, ��ii�� . ,� � O � .� N0. BYa D, ''�� i Li i i �� `` �,1 13+33099 —�— X #4 V1 BARS (EAo FACE) (SPACED AS SHOWN ABOVE) TOP OF WING 0 � #4 K1 (EAo FACE) � C� 5'-0" CTSo �� (LEVEL) � I 2'—Oi/Q" I 9'-0" � � 1'-0" ��ri I~'1 ��ri.o MINIMUM OF 3— ONE CUBIC FOOT BAGS OF #78M STONEo BAGS SHALL BE OF POROUS— FABRIC9SECURELY TIEDa GRADE TO DRAIN 6" ( MINa) PIPE FOR DRAINAGE TOE OF SLOPE� BAGGED STONE AND PIPE SHALL BE PLACED IMMEDIATELY AFTER COMPLETION OF END BENT EXCAVATIONo PIPE MAY BE EITHER CONCRETE9CORRUGATED STEEL9CORRUGATED ALUMINUM ALLOY90R CORRUGATED PLASTICo PERFORATED PIPE WILL NOT BE ALLOWEDo BAGGED STONE SHALL REMAIN IN PLACE UNTIL THE ENGINEER DIRECTS THAT IT BE REMOVEDe THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SILT ACCUMULATIONS AT BAGGED STONE WHEN SO DIRECTED BY THE ENGINEERe BAGS SHALL BE REMOVED AND REPLACED INHENEVER THE ENGINEER DETER— MINES THAT THEY HAVE DETERIORATED AND LOST THEIR EFFECTIVENESSo NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK AND THE ENTIRE COST OF THIS INORK SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE BID FOR THE SEVERAL PAY ITEMSo TEMPORARY DRAINAGE AT END BENT � CORED SLAB UNIT � BEARING �:� BACK GOUGE DETAIL B \ BACK GOUGE DETAIL A 45° Q �P RT A PILE HORIZONTA� I�E VE IC � o OR VERTICA� 00 � o �„ T� �/a�� 60° +10 � o ' _� . � `. �� . . . ---- � . � � � � �� i �� 0 � �„ TD �/s"� � DETAI� A � � 0 0 DETAI� B POSITION OF PILE DURING WELDINGo PI�E SP�ICE DETAI�S 10" � � � m ALL BAR DIMENSIONS ARE OUT TO OUTo � � � 1"X 8"X � ELASTOMERI PAD (TYPE I DETAI� "A" 1 , - , -- � , . > � ' ; � ,�` . , , � , . : � ; � , , , — � — — � — — � � � , ; ;— , , . , , , , , , , ; _ — , . _�— . . ; � �' � � PILES & `�' ' ..___. CONCRETE COLLARS ._____ 2'-0" � CONCRETE COLLAR (TYPo EACH PILE) PLAN FILL FACE � HP 12 X �.5 � STEEL PI�E 2'-0" E�EVATION BOTTOM OF CAP CORROSION PROTECTION FOR STEEL PILES DETAI� DESo EGRo OF RECORDo RTS DATEe 02/18 ASSEMBLED BY e AW DATE e 02/18 CHECKED BY : RTS DATE o 02/18 � CONCRETE � COLLAR � END BENT Noo 1 FILL FACE 4—#9 B1 OR B4 1— #4 B2 OR B5 EAo FACE ..,i��:�i'. # q „S „ 2—#9 B1 OR B4 2" CLo (TYPo) q��2�� 2'-6" 4�/2" S7 q��2�� 2�—g�� q��2�� S5 q��2�� 2�-5�� q��2�� S2 HKo ( HKo �O � HP 12 X 53 STEEL PILE— � 2 � O HKo 1,_3„ 27,_2„ g1 H3 8,_1„ 1,_3„ 1g,_1„ B4 � �. 5 3/a „ 1� O . � 9'-4" H1 8'-9" H2 1'-0" 11" 1,_7i�2„ I - 2" CLo � BAR TYPES q„ � � # 4 „S „ � I 4—#4 B2 OR B5 C� 4" CTSo OVER PILES _ ---------� �i • • '�----a-----� � � Q � � � � _ 2'-5" S1 2'-9" S4 2'-6" S6 #4 S3 O _� � �o o K' N � N � � �-� . : 1"-4��2�� 1�—q��2„ •T• 2,_g„ 2—#9 B1 OR B4 3 HIGH BaBo SECT ION A—A (CONCRETE COLLAR NOT SHOWN FOR CLARITYo SEE "CORROSION PROTECTION FOR STEEL PILES DETAILo") PILE EXCAVATION IN SOIL LINo FTo 46a0 PILE EXCAVATION NOT IN SOIL LINo FTo 57a0 HP12X53 STEEL PILE POINTS NOo 7 BI�� OF MATERIA� FOR END BENT NOo 1 STAGE I STAGE II BAR NOa SIZE TYPE LENGTH INEIGHT BAR NOo SIZE TYPE LENGTH WEIGHT A1 8 #4 STR 1'-8" 9 B3 5 #4 STR 2'-5" 8 A2 8 #4 STR 2'-0" 11 B4 8 #9 1 20'-4" 553 B5 14 #4 STR 19'-1" 178 B1 8 #9 1 28'-5" 773 B2 14 #4 STR 27'-2" 254 D1 10 #6 STR 1'-6" 23 B3 7 #4 STR 2'-5" 11 H3 20 #4 2 8'-9" 117 D1 12 #6 STR 1'-6" 27 K2 8 #4 STR 3'-1" 16 H1 10 #4 3 10'-0" 67 H2 10 #4 3 9'-5" 63 S1 24 #4 4 10'-5" 167 S2 24 #q 5 3'-2" 51 K1 8 #4 STR 6'-10" 37 S3 12 #q 6 6'-6" 52 S4 2 #4 4 10'-9" 14 S1 31 #4 4 10'-5" 216 S5 2 #q 5 3'-6" 5 S2 31 #4 5 3'-2" 66 S6 1 #q 4 10'-6" 7 S3 16 #4 6 6'-6" 69 S7 1 #4 5 3'-3" 2 S4 2 #4 4 10'-9" 14 S5 2 #q 5 3'-6" 5 V1 26 #4 STR 6'-4" 110 S6 1 #4 q 10'-6" 7 S7 1 #4 5 3'-3" 2 REINFORCING STEEL (FOR STAGE II) 1303 LBS� V1 33 #4 STR 6'-4" 140 REINFORCING STEEL CLASS A CONCRETE BREAKDOWN (FOR STAGE I) 1771 LBSo (FOR STAGE II) POUR #1 CAP, LOWER PART 1001 CoYo CLASS A CONCRETE BREAKDOINN OF ININGS & COLLARS (FOR STAGE I) POUR #1 CAP, LOWER PART 1207 CoYo POUR #2 UPPER PART OF 1a2 CoYo OF WING & COLLARS WING POUR #2 UPPER PART OF 1a6 CaYo WING TOTAL CLASS A CONCRETE 1103 CoYo TOTAL CLASS A CONCRETE 1403 CoYo TOTAL BILL OF MATERIAL CLASS A CONCRETE REINFORCING STEEL HP 12X53 STEEL PILES CUo YDSo LBSa NOa LINo FTo 25e6 3074 7 15400 � #6 D1 DOWEL � O Boone, NC � 828�355•9933 ❑ Tri-Cit1e5, TN 423•467•8401 ❑ KnOxy111g, TN Vaughn&Melfon 865•546•5800 Consulting Engineers � SpartanDurg,SC 864•574•4775 Ashevilleo O Cnar�eston,SC ■ North Carolina 843•974•5650 828•253•2796 O M�ddlesboro,KY ❑ Raieigh,NC ❑ Chariotte,NC 606•248�6600 919•977•9455 704•357•0488 O Atlonto,GA 770�627•3509 � Copyright Q 2006 Vouqhn 8 Melton, Inc. All Rlghts Reserved J " �" LAP PROJECT Noo 14SPo2044101 HAYWOOD COuNTY STATIONo 13+33099 —�— SHEET 4 OF 4 REVISION DATEo MQRo O8q 2018 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DOCUMENT NOT CONSIDERED RALEIGH FINAL UNLESS ALL SIGNATURES COMPLETED S U B S T R U C T U R E ``��iu��i�� .�`�N C AR p''��,. � � ``��ni�� /�� : �1��`o��SS/ �'.,� y�: _ 'a SEALy�': : : ; 20777 ; _ '; ti%Ftic� NE��` �`�;; •,�Q,Q�'�,,,L,:,� ��,��. Y � �. '��` END BENT Noo 1 DETAI�S REVISIONS N0. BYa DATE: N0. BY: � � DATE: SHEET N0. S-29 TOTAL SHEETS 39 1,_8„� 1'-0" PROJECTION —L— — BENT CONTROL LINE9 � Co�uMNs & � DRILLED PIERS g13�6„ � 1,_47�8„ \ �CONSTo JTo 1,_7g „ �6 (TYPo) 2'-6" X 8" X 1" ELASTOMERIC BEARING PAD (TYPE I) SEE DETAIL "A" (TYPo) 1'-10" (TYPo) -�'- -'��. WoPo #2 #4 U4 ; I 120°0'0" �, `�,- ►, #5 S4� 1'-83/q", 11„ 19�-H3�6" (STAGE II) 2— #5 B2 — (IN CAP STEP) #11 B1 OR #5 B2 ,- � . ----_ �� , ♦-------�- ,'-- ------� --- �----;= -- -�-------}- ------ -- I — — — � — � — — � ; _ _____�` ___ _♦______�__/___♦__;____♦_ _T_ ______� ___ ___ � � � � � ----- 1� (TYPo) 42'-10" (TOTAL BENT LENGTH) PLAN WORKLINE TOP OF CAP— (SPAN 'B' SIDE) ELo 1429089 TOP OF CAP— (SPAN 'A' SIDE) E�o 1429e62 MECHANICAL SP�ICE� (TYPo #11 & #5 BARS) #4 U4 #5 S4 BOTTOM OF CAP ELo 1426a62 #11 B1 & #5 B2 BAR PROJECTION VARIES 1'-0" MINo TO 2'-7" MAxa #5 S1 — #5 S4 �- C� APPROXo EQo SPACES (SPLAYED) I -r �� --- '�------ ---[ � � � ,, ----�--�= �-------�- - #5 S1 1,_7g�6„ (TYPJ 2��i6„ 2,_7„ PROJECTION #5 B2 (EACH FACE) #4 U3 23 —#4 U3 C� 1'-0" CTSo SP-3 ELo 1426059 13—#5 S1 * C� 4" CTSo �'�-----, 23�-113�6" (STAGE I) 6 10223% � . . 4 —�. S 1 C� 8" CTSo 5—#11 B1 SP-4 e 1426e42 7" 14—#5 S1 � C� 4" CTSo � COLUMN & DRILLED PIER Noo 3 � COLUMN & DRILLED PIER Noa 2 -r--- 3,_�„ � DRILLED PIER i i �i STEP � � I I I g �� I — I I I — I I 2'-6" � Co�uMN I I � I I � I ---�-� I i I � I #11 B1 OR #5 B2 #4 U1 � #4 U3 CONSTo JTo (TYPo) 6—#5 S1 � C� 8" CTSo 3—#5 S1 * C� 4" CTSo � BRGo & DOWELS — '�- � � � : � � � � � � (n '� \N :� \ � \ ,` � � \ I �� 6" / � SPAN 'B' SPAN 'A' — TOP OF CAP (SPAN 'B' SIDE) ELo 1429061 — TOP OF CAP (SPAN 'A' SIDE) ELo 1429034 BOTTOM OF CAP ELo 1426a34 NOTES STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELSo HOOKS ON "M" BARS MAY BE TURNED AS NECESSARY FOR PLACING REINFORCING STEELo FOR DRILLED PIERS,SEE SECTION 411 OF THE STANDARD SPECIFICATIONSa ALL STEEL IN THE DRILLED PIERS IS INCLUDED IN THE PAY ITEMS FOR "REINFORCING STEEL" AND "SPIRAL COLUMN REINFORCING STEELo" � INVERT ALTERNATE STIRRUPSa DRILLED PIERS SHALL BE TERMINATED ONE FOOT ± ABOVE NORMAL WATER SURFACE ELEVATION FOR SHAFTS LOCATED IN WATERa THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT THE LONGITUDINAL REINFORCEMENT FOR DRILLED PIERS IS DETAILED WITH 3 FEET OF EXTRA LENGTHe � CORED SLAB UNIT� � 2'-6" .\ � (TYPo) � BEARING � 1'-10" & DOWELS � � (TYPe) \ � � � � � � � � 2'-6" X 8" X 1" ELASTOMERIC BEARING PAD (TYPE I) (TYPo SPAN 'B') 11" 11" #6 D1 DOWELS TO PROJECT 9" CAP (TYPo) (TYPo) � ABOVE CAP (TYPe) STEP �� --. - ---------- ------ ---- — ��-----=� ---- ��- ----- � � -- --- ------------------ m �\ �" ~ �o � \ — — — •� �_ � \ � `9--------- ---------- -------- —�------L-----�)- -------- ---- � NT OL-------- LINE .\ .� 2'-6" X 8" X 1" � ELASTOMERIC BEARING PAD (TYPE I) (TYPo SPAN 'A') DETAI� "A" (DIMENSIONS ARE TYPICAL EACH BEARING) CONSTo JTo (TYPo) TAB�E OF DIMENSIONS COLUMN COLUMN HEIGHTS DRILLED PIER MINo HEIGHT 2 8'-1�16„ 16,_6„ 3 7'-11" 16'-6" TOP OF DRILLED PIER ELo 141805 (TYPo) SP-1 (TYPo; BOTTOM OF DRILLED PIER ELo 140200 (TYPo) I DESo EGRo OF RECORDo RTS DATEe 02/18 4'-55/8" I 14,_�„ � 6,_5„ �. .�. .T. .� E�EVATION DIMENSIONS AND REINFORCING STEEL ARE TYPICAL FOR EACH COLUMN AND DRILLED PIER UNLESS OTHERWISE NOTEDa PROJECT NOo 14SPo2044101 HAYINOOD COuNTY STATIONo 13+33099 -�- SHEET 1 OF 3 REVISION DATEo STATE OF NORTH CAROLINA MARo 089 2018 DEPARTMENT OF TRANSPORTAT ION DOCUMENT NOT CONSIDERED RALEIGH FINAL UNLESS ALL SIGNATURES COMP�ETED SUBSTRUCTURE � O Boone, NC � 828�355•9933 ❑ r��-c�r�es, rN 423•467•840i � Knoxville, TN Vaughn&MelfOn 865•546•5800 Consulting Engineers � Spartanburg,SC 864•574•4775 Asheville, O Char�eston, SC ■ North Caro�ino 843•974•5650 828•253•2796 ❑ Mlddlesboro,KY O Roieigh, NC � Choriotte, NC 606•248•6600 919•977•9455 704•357•0488 ❑ Atlanto,GA 770•627•3509 �Copyright Q 2006 Voughn $ Melton,lnc. AIIRights R85ervgd / ,.�`�,,,,,,�,,,,,, B E N T N o 0 1 �, C A R� ''�%. ,.� � ,,,��,,, <,y., `� �1��O��ss/ O�i� 9�� = =a SEAL �' = _= 20777 =: C S T A G E I) � ti,q �tiGINE��``� ` REVISIONS SHEET N =-, �'''��`'`�,`,�,' �� `1� ��`� N0. BYa DATE: N0. BYe DATE: S-3O ''''�� i�i i n�"��`` �j T 0 T A L IJ � SHEETS #5 S1 7" 2'-6" X 8" X 1" ELASTOMERIC BEART""' PAD (TYPE I) (TYPo) BENT CONTROL LINE, � CO�UMNS & � DRILLED PIERS �� w � � � � � � N � .� � � � m � � PLAN TOP OF CAP (SPAN 'B' SIDE) ELo 1430013 TOP OF CAP (SPAN 'A' SIDE) � , ELo 1429086 � I, / � � BOTTOM OF CAP ELo 1426086 #4 U1 C•'�I 2- #5 B4 — IN CAP STEP) #4 U3 SP-2 3" HIGH BoBa C� 5'-0"CTSo 8„ 6-#5 S1 * 19- #4 U3 C� 1'-0" CTSo #5 B4 (EACH FACE) �CONSTo JTo (TYPo) ELo 1426078 7„ � 13-#5 S1 C� 4" CTSo C� 8" CTSe 3-#5 S1 * C� 4" CTSo C:� � COLUMN & DRILLED PIER Noo1 CONSTo JTo (TYPJ SP-1 �--�-- I 6'-5" I DESo EGRo OF RECORDo RTS DATEe 02/18 6 102� � 7-#5 S1 C� 8" CTSo 16'-0" #4 U4 WORKLINE SPAN SPAN �:31 ,A, TOP OF CAP (SPAN 'B' SIDE) ELo 1429089 TOP OF CAP (SPAN 'A' SIDE) ELo 1429a62 Y ------------------------- �-- --- -�------------------------- ' �._� - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I ' � � -- - , , ,- �. ,- �, -- ----- - -�--�---�--�----------- � � � � � l, � � � � � � --; ------�--=----------+---------- � � , �, � � ; - ; ---- -�-�-----�----�------- —r---_—_��_____ —1 T -___�--- -_- � -- ---- --------; ; , ---- _�=_______-; � � _____- ---- � � '�� I � ��, � � q„ �,� �� ,� '�; � '�� ,,; � ',,; BOTTOM OF CAP ; � ��, ; ELo 1426062 �� ,� � ��,� �� '�� '�� ; �,� '�,; I �,i #5 S1-#5 S4 ' ' ' C� QPPROXa EQUAL '�� I ��' ' ' i SPACES (SPLAYED) I I '�� ; '�� I '�� ; ��! � '�� ; '�,� j �� ; , � � �� ,; I ,I � �; �, ; � , �� ,� �� ,� � � �'�� ''�,� � COLUMN & � a---------�- �- f_I_i_________1 I I , ' ' DRILLED PIER Noo 2 � , , � � � � � � � � �, � � , � � j � � I � �I I � I � � � � � � _--�_ � � �,,- _, � �_ �� __ ,.; � � � �� --�_ �, � r_, � i i i '-- � i � � � � ; � �, � �; �� , � ,� � ; , � � j �� ; ; �� -Z �� --______- _ � � �---___—__-�===__--_- �� ---====-T � ;___--_ � � _---- -=� ====___- �� , ; �_________ _________� � i �y� I �I� i �� , ;�� ; �--� --�--------a--------�--� -J (STAGE I COLUMN & DRILLED PIER) 4,_55�8„ E�EVATION DIMENSIONS AND REINFORCING STEEL ARE TYPICAL FOR EACH COLUMN AND DRILLED PIER UNLESS OTHERINISE NOTEDo � ❑ Boone. NC 828•355�9933 O Trf-Cities. TN 423 •467 • 8401 O Knoxville, TN Vaughn&MeltOn 865•546•5800 Consulting Engineers O SpOrtanburg,SC 864•574•4775 Asheville, ❑ Chor�eston,SC ■ Nortn Caro�ino 843�974�5650 828•253�2796 O M�ddlesboro,KY ❑ Raleigh,NC ❑ Charlotte,NC 606•248•6600 919•977•9455 704�357•0488 ❑ Atlonta,GA 770•627•3509 � Copyright Q 2006 Vaughn & Melton, Inc. All Rights ReSeryed ````��1111111/��' ,. `] C A R '�,, �� `��I��Iio�/,i��i : �O`�O��SS�O��9 i = �a SEALy�= = - 2�777 - = : F� �Q` �� ; tiy,� -,�� NE,.��' � : �i��' Q1�� i i ��\��``�� '''��'lllllll��```` TOP OF DRILLED PIER ELo 1418e5 (TYPo) � 5-#5 S1 - C� 4" CTSo BOTTOM OF DRILLED PIER ELe 1402°0 (TYPe) STEP 5-#11 B3 . . 7„ 11'-63/8" CAP- STEP .� � � .� � � ---------- � CORED SLAB UNIT� .\ � \ � BEARING �� & DOWELS � � � � � _� � � � � NOTES STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELSo HOOKS ON "M" BARS MAY BE TURNED AS NECESSARY FOR PLACING REINFORCING STEELo FOR DRILLED PIERS,SEE SECTION 411 OF THE STANDARD SPECIFICATIONSa ALL STEEL IN THE DRILLED PIERS IS INCLUDED IN THE PAY ITEMS FOR "REINFORCING STEEL" AND "SPIRAL COLUMN REINFORCING STEELo" � INVERT ALTERNATE STIRRUPSa DRILLED PIERS SHALL BE TERMINATED ONE FOOT ± ABOVE NORMAL WATER SURFACE ELEVATION FOR SHAFTS LOCATED IN WATERa THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT THE LONGITUDINAL REINFORCEMENT FOR DRILLED PIERS IS DETAILED WITH 3 FEET OF EXTRA LENGTHe -------�—�------L-----'�1-�-------- \�\ 2'-6" X 8" X 1" � ELASTOMERIC BEARING PAD (TYPE I) (TYPo SPAN 'A') DETAI� "A" (DIMENSIONS ARE TYPICAL EACH BEARING) TAB�E OF DIMENSIONS COLUMN CO�UMN HEIGHTS DRILLED PIER MIN� HEIGHT 1 8,_33�8„ 16,_6„ T c9 � \ BENT '� CONTROL LINE PROJECT NOo 14SPo2044101 HAYINOOD COuNTY STATIONo 13+33�99 —L— SHEET 2 OF 3 REVISION DATEo MARo 089 2018 DEPARTI DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 2'-6" (TYPa) 1'-10" � (TYPe) ,� 11" 11" (TYPo) (TYPo) 2'-6" X 8" X 1" ELASTOMERIC BEARING PAD (TYPE I) (TYPo SPAN 'B') #6 D1 DOINELS TO PROJECT 9" ABOVE CAP (TYPo) �\ --. � � � --- ---- — � -----=` ---- �\�� - ----- � � --- - •� _, � — — �� — — 3-#4 U2� � � 1 G 1 BENT � COL � DRI 00 3 BAR TYPES HKo 1 1,_7„ 24,_g„ 1,_7„ 17,_8„ 1,_7„ 2g,_5„ 1,_7„ 2g,_2„ 1,_7„ 29,_�„ B1 B3 M1 M2 M3 BILL OF MATERIAL STAGE I STAGE II BAR NOo SIZE TYPE LENGTH WEIGHT BAR NOo SIZE TYPE LENGTH INEIGHT B1 10 #11 1 26'-4" 1399 B3 10 #11 1 19'-3" 1023 B2 8 #5 STR 24'-9" 207 B4 8 #5 STR 17'-8" 147 D1 24 #6 STR 1'-6" 54 D1 20 #6 STR 1'-6" 45 M2 10 #11 1 30'-9" 1634 M1 10 #11 STR 31'-0" 1647 M3 10 #11 1 30'-7" 1625 S1 35 #5 2 9'-0" 329 S1 42 #5 2 9'-0" 394 S2 1 #5 2 9'-1" 9 S2 1 #5 2 9'-1" 9 S3 1 #5 2 9'-3" 10 S3 1 #5 2 9'-3" 10 S4 1 #5 2 9'-5" 10 S4 1 #5 2 9'-5" 10 U1 3 #4 3 5'-8" 11 U1 3 #4 3 5'-8" 11 U2 3 #4 3 5'-6" 11 U2 3 #4 3 5'-6" 11 U3 19 #4 3 4'-2" 53 U3 23 #4 3 4'-2" 64 U4 1 #4 3 4'-4" 3 U4 1 #4 3 4,_4„ 3 O � � � _ U � � 5 � � � � _ �,, i � � P�AN OF DRI��ED PIERS & CO�UMNS � Q U � # � � O � � z � � J 0 U N # � � 0 � Z H � 0 � � � w H � a � � z Q U H � O � M Z H S OR J a � H � � � � � � I`�i i � � N � � � � Z I H N � CONSTa JTo �-2, SP-3, � SP-4 (TYPo) � W w � � � z H U � O � Z H W � z � � 0 U 2'-6" QS CO��uMN BENT CONTROL LINE � �� _ � U �~ � � H � I � N� � � � � � 0 � q„ (TYPo) I 2"CLo TO ' SP-2, SP-3 OR SP-4 (TYPa) i �� CO�UMN & DRILLED PIER CONSTe JTo � w H � 0 W J J H � 0 # � � O � � � � � � <o � � w w � � � z H J U a � � o H � � Z (n H �, w � � � � � w H ,-� � � � � o � � w � � o � J � � � I� 0 � � � � I i'� �� / � \\ / \` —�____ I---_� �i 1 � SEE CONSTo JTo DETAIL � 3�_�� DRILLED PIER I 10—#11 'M' I � q7/8" CLo TO SP-1 (TYPo) SP-1 (TYPo) I =� APPROVED BAR � � SUPPORT (TYPo � �, EAo 'M' BAR) � � END E�EVAT ION `� DESo EGRo OF RECORDo RTS DATEe 02/18 ASSEMBLED BY e AW DATE e 02/18 CHECKED BY : RTS DATE o 02/18 � � � � � � � � � CONSTo JTo � I � M � � � — , � � � � � � N � � � o i � �n 2'-0" LAP SPLICE OF SPIRAL �—�_—_____— —� c ------__ -- a CONSTRUCTION JOINT DETAI� TOTAL BILL OF MATERIAL FOR BENT NOo1 3'-0" QS DRILLED 3'-0" QS DRILLED CLASS A REINFORCING SPIRAL COLUMN CSL TUBES PIER IN SOIL PIER NOT IN SOIL CONCo STEEL REINFORCING STEEL LINo FTo LINo FTo CoYo LBSa LBSo LINo FTa 2905 2000 1904 8,729 1310 216a0 3,_2„ 1�-7�4�� 1"-6��4„ 10" . 9" 9" 10„ i 63�4„ 63/q„ I � � 3" H ivi i vovo ++ /I I I 1 � � � 2'-10" 2'-11" 3,_1„ 3,_3„ 1'-4" 1'-2" 2'-6" 2,_8„ 3 � � � N S1 S2 S3 S4 1�/2 EXTRA TURNS (� BOTTOM OF DRILLED PIER 4 SPACERS I U4 U3 U2 U1 REINFORCING STEEL 59431 LBSo REINFORCING STEEL 3,298 LBSo SP-1 2 � 5 268'-3" 560 SP-1 1 � 5 268'-3" 280 SP-3 1 � 6 234'-11" 157 SP-2 1 � 6 239'-4" 160 1�/2 EXTRA TURNS SP-4 1 � 6 228'-4" 153 INTO CAP SPIRAL COLUMN REINFeSTEE� 870 LBSe SPIRAL COLUMN REINFeSTEEL 440 LBSo � � THE SP-1 SPIRAL REINFORCING STEEL � THE SP-1 SPIRAL REINFORCING STEEL � SHALL BE W31 OR D-31 COLD DRAINN SHALL BE IN31 OR D-31 COLD DRAWN N LS� I` �' 6 WIRE OR #5 PLAIN OR DEFORMED BARo WIRE OR #5 PLAIN OR DEFORMED BARo i i i � °O °O 0O � � THE SP-3 & SP-4 SPIRAL REINFORCING � THE SP-2 SPIRAL REINFORCING STEEL STEEL SHALL BE W20 OR D-20 COLD DRAWN SHALL BE IN20 OR D-20 COLD DRAWN WIRE OR #4 PLAIN OR DEFORMED BARa WIRE OR #4 PLAIN OR DEFORMED BARo V I`n N ''' CLASS A CONCRETE BREAKDOWN CLASS A CONCRETE BREAKDOWN � � � � � � ( STAGE I ) ( STAGE II ) 4 SPACERS POUR #2 (COLUMNS) 209 CoYo POUR #2 (COLUMN) 105 CoYo I POUR #3 (CAP) 801 CoYo POUR #3 (CAP) 609 CoYo TOTAL CLASS A CONCRETE 1100 CoYo TOTAL CLASS A CONCRETE 804 CoYo 2'-8" � DRILLED PIERSa DRILLED PIERSe ( STAGE I ) ( STAGE II ) DRILLED PIER CONCRETE DRILLED PIER CONCRETE ALL BAR DIMENSIONS ARE OUT TO OUTo POUR #1 (DRILLED PIERS) 806 CoYo POUR #1 (DRILLED PIER) 403 CoYo J 3 6' i 2—#5 B2 OR B4 5—#11 B1 OR B3 B2 OR B4 CH FACE) \ � B2 OR B4 � CH FACE) �' B2 OR B4 �H FACE) 5—#11 B1 OR B3 I � BENT CONTROL LINE f�� SECTION 'B—B' #4 U2 (TYPo EAo Ef END OF CAP V I EIN (TYPICAL BOTH ENDS) REVISION DATEo MARo 08, 2018 PROJECT Noo 14SPo2044101 DOCUMENT NOT CONSIDERED H A Y O O D FINAL UNLESS ALL �I COUNTY SIGNATURES COMPLETED STATIONo 13+33099 —�— ��,,, � � � � � �,,,,,� .�`�� N � A R� ��'. ;' °�.�''�ssi',��y-,, SHEET 3 OF 3 . , ,, 9 , . y = a SEAL �' = _ = 20777 = _ - ;,F, ��. ; �: ti �,,tic� NE .�� : ��9iQ ��i��`� �\``. ��'� � Y L . `N �\;•�`• ''��`� , ❑ Boone. NC 828•355•9933 ❑ Tri-Cities. TN 423 •467 • 8401 ❑ Knoxville, TN Vaughn & MCIfOn 865 •546 •5800 Consulting Engineers � Spartonburg,SC 864•574�4775 Asheville, O Charl@StOn,sc ■ North Corolina 843�974•5650 828�253•2796 ❑ Middiesboro,Kr ❑ Roleigh,NC ❑ Charlotte,NC 606•248•6600 919•977•9455 704•357•0488 ❑ Atlanta,GA 770•627•3509 Copyrtqht � 2006 Vaughn & Melton, Inc. All Rfghts Reservetl STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH SUBSTRUCTURE �� — BENT Noo 1 REVISIONS DATE: N0. BYa � DATE: SHEET N0. 5-32 TOTAL SHEETS 39 2,_gg „ �6 POUR #2 UPPER PART OF WING STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELSo FOR PILE SPLICE DETAILS,SEE SHEET 4 OF 4e FOR WING DETAILS9SEE SHEET 3 OF 40 CONTRACTOR SHALL VERIFY INATER LINE OPENING LOCATION BEFORE POURING CONCRETE IN POUR #20 STEEL PILE POINTS ARE REQUIRED ON PILES #4 THRU #7 ONLYo 1' �n�. 1'-0" 11" 10" WaPo # 22�-95�6" (STAGE II) 24'-4��/16" (STAGE I) 47'-2" (TOTAL END BENT LENGTH) P�AN 1'-0" DIAo— CASING PIPE INORKLINE �� 4— #9 B12 SPLICED W/ #9 B1 BARS TOP OF CAP ELo 1428083 MECHANICAL SPLICE— (TYPo B2 OR B12 BARS) 8,_g„ MIN� SPLICE 10" �� #4 S4 & S5 (SPLAYED) BOTTOM OF CAP ELo 1424a83 #4 S1 & S2 B29 B12, OR B13 BARS PROJECTION VARIES 1'-0" ON FILL FACE SIDE 2'-5" ON FRONT FACE SIDE — 4—#4 B3 (OVER PILES) 10223% �4— #9 B13 I SPLICED W/ L , #9 B1 BARS 2'-0" MINo EMBEDMENT 10" (PILES 4-7) (TYPo) A �6,_3„ MINo SPLICE A 9—#4 S1 & S2 Cd� 8"CTSe (TYPo EAo STAGE I BAY) 4— #4 A2 BARS — (SHIFT/TRIM TO ENSURE 2"CLEAR) (TYPo EAo FACE) CONSTe JTo 0 � � � ij I L4-#9 B1 —�`� 4-#4 S3 (TYPo PILES 4-7) 10" (TYPo) 3" HIGH BEAM BOLSTERS_ C� 5'-0" CTSo #4 B4 UNDER #4 B3 — OVER PILES C� 4'-0" CTSo (5 REQ'D) #5 B2 (EAe FACE) — (2 BAR RUNS) (3'-0" MIN� SPLICE) 4,_37�8„ � HP 12x53 STEEL PILES � DESo EGRo OF RECORDo RTS DATEe 02/18 5 7,_�„ 7,_�„ � • E�EVATION ININGS NOT SHOINN FOR CLARITYo FOR SECTION A—A9SEE SHEET 4 OF 40 CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN & ELEVATION VIEINS FOR C�ARITYe SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL"9SHEET 4 OF 40 7 3— #4 S1 & S2 C� 8"CTSo TOP OF PI�E E�E�ATIONS O1426081 O1426072 O1426e64 O1426055 . ❑ Boone, NC 828•355•9933 O Tri-Cities. TN 423•467�8401 ❑ KnoxVille, TN Vs7ughn&Melfon 865•546•5800 Consulting Engineers � Spartanburg,SC 864•574•4775 Asheville. ❑ Cnar�eston,SC ■ North Caro�ina 843•974•5650 828 •253 •2796 O M�ddlesboro, KY O Raieigh,NC ❑ Choriotte,NC 606•248•6600 919•977•9455 704•357�0488 ❑ Atlonto,GA 770•627•3509 Copyright m 2006 Vaughn & Melton,inc. AnRights Reseryed PROJECT Noo 14SPo2044101 HAYWOOD COuNTY STATIONo 13+33099 —�— SHEET 1 OF 4 REVISION DATEe MARo 089 2018 DEPART DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ```��111111111/// .�` � A R �''�, :��`��N ��S�Si��'L�', � � � C � .� i , � p� � �•j, % = =a SEAL �= = - - 2�777 ' - ; �= y �F'�c� NE��' � �� i � � �i � ��ii��\`�� , p y � �,, '��''� � � � �� `�� 7,_0„ 8" DIAo CASING PIPE 4— #4 A1 BARS (TYPo EAo FACE) �TOP OF WING ELe 1431002 TOP OF CAP ELo 1428052 : � , � � : r , � r � ; � Y � � � N � W m �U � �a � � � � Q � �w � • . BOTTOM OF CAP ELo 1424052 10" (TYPo) NOTES 1�-7i�2�� , �� #6 D1 DOINEL #5 B2 EAa FA� SECT ION A—A (CONCRETE COLLAR NOT SHOWN FOR CLARITYa SEE "CORROSION PROTECTION FOR STEEL PILES DETAILo") POUR #1 — CAP, LOWER PART OF WING & CONCRETE COLLARS r T i i � �.. _� � � � q�-3��i6„ � � � #4 K1 (FILL FACE) #4 K2 (FRONT FACE� TOP OF CAP ELo 1429010 �n N � — # � v� � � a i- � �� N (n ; � � �l � � �w m �U � �Q # t9 a � �w # � o � � o .� � � � m �w � U � UQ # �'� Q ,� �a w � � �w m �U � UQ # � '� �o Q ,� � w �T BOTTOM OF CAP ELo 1418010 3— #6 S7 & S8 C� 8"CTSa 21,_2��q„ 15,_27��„ SEE DETAIL "A" (SHEET 4 OF 4) � cn o \�� w m J `N H 1" EXPo JTo � �' o � � #4 K1 MAT'Lo (TYPo) FILL � o� �� WePo 3 FACE �' # � I � ---------��— "_ �� ' _' —#4 K2 3 SPAo C� 1'-0" (EAo FACE) 10— #4 V2 SPAo AS SHO 4'-10" I I ��__ �_� � � -� '____ ___a ��jI ____i___a � I� 1 `� I� I --- — --------- -�=� --- ---- y — ----- --- - --- ---- — --- -- - -----� - ;- -�-�---- -�---�----- -f- --- --�---� � -- _'_' __' � "_' '_' �` "__]'__' "'_�"_' -1� I ----------- � � STEP IN CAP 1'-10" 1�-7g�6„ (TYPo) (TYPa) (TYPo) WN 7'-0" 10— #4 V2 (SPAo AS SHOWN ABOVE) CONSTo / JTo � 1,_2i�2„ 22�-g5�6" (STAGE II) 47'-2" (TOTAL END BENT LENGTH) P�AN TOP OF BACKWALL ELo 1431a60 � � � 6 ; � � 10" I I I I � I I I I I I � I I 10" #5 B9 4—#q B10 (OVER PILES 1 & 2) #5 B7 4—#9 B6 B 4'-0" MINo EMBEDMENT (PILES 1-3) 9— #6 S7 & S8 C� 8"CTSo 11'-3" 7�_�„ f' 3"HIGH BEAM BOLSTERS ' C� 5'-0" CTSo (TYPe) � HP 12x53 STEEL PILES ►� 10" : 10" 8— #6 S6 & S8 C� 8" CTSo C 10" E"�I . 1,_8�� „ a CONSTo JTo I _______ _______________________________1 � � \` �\ �---,�--� � � ; '�, _� �; ` � ==J�===' \ - i . � � � #4 S4 & S5 (SPLAYED) 1,_59�6„ 3�_3i3 „ _ �6 24'-4��/16" (STAGE I) � INORKLINE #4 B4 UNDER #4 'B' BARS 5— #4 S1 OVER PILES C� 4'-0" CTSo & S2 C� (5 REQ'D) 8"CTSo TOP OF CAP ELo 1428083 10223/ 4—#9 B5 � i 1 ' _. � � _f___ _r________ __ _____________________________i , r- � � � � , ,_. , --�---- -�--------- --�------------------------------; # ; ' #4 S4 & S5 ,� 4— 4 B11 � � i (SPLAYED) (OVER PILE 3) j ; , o , , � , � ; ,,I - - ;,,, --� , , � � � ; � � , �; ; � � � � �,,, � , � , � - ; , � ;;�, ; , � , � , � , . � , . .-. , -r-------- -- --�----��---�-----------------�, _s---- �- � ,� � , � i � �.� � , , , , ,_. __r____ _r_________ __r___�___,�___�___________________�, � , , , , ,,, . __, __, r__ li__ r_____________________\ , ; �, ;� � � , � i '� 4—#9 Z1 �_''�' � � I -'�,--- #5 B8 � � ' � � � ; BOTTOM OF CAP BOTTOM OF CAP �M ; ELo 1424088 ELo 1424083 � - I ' #6 S6 & 4—#9 Z2 I #6 S8 � I BOTTOM OF CAP �' #6 S7 & ELo 1421063 '�,-, #6 S8 � 10" C (P8 LES 133) BOTTOM OF CAP ELo 1421072 BOTTOM OF CAP ELo 1417097 7,_�„ 4�-05�6„ 7,_�„ _ 2'-8��a�� _ I _ 4�-37�s�� _ U U U U E�E�AT ION (STAGE I PILE) CONCRETE COLLARS FOR STEEL PILES NOT SHOINN IN PLAN & ELEVATION VIEWS FOR CLARITYo SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL"9SHEET 4 OF 40 I DESo EGRo OF RECORDo RTS DATEe 02/18 FILL FACE � #6 D1 DOINEL #6 S8 � I 4—#9 B5 / ' U ; ; �� i � ; ; � ; , , , , , ; , ; r , , ; , ; � , ; � � � � � ; � ; #5 B9� � #5 B9� � ; , ; ; � � , , ; � ; ; ; ; ; ,, ,, , , , , , , , , , , , , ; �, e , , I ,, , I ' ' I , 2" CLo (TYPo) �� '; I ' #6 S7 ' I ` ; � , � � � , i ; ' ; � #5 B8 � � I � #5 B8 � ' I � , � ; ; , ; ; , � � � ; 4—#4 B10 C� 4" ; #4 B4 : C T S e 0 V E R P I L E S � ' __-------__ � ' , ; ,, , � . r-- li �' � w m � U � U Q # � �- `9 a � ��w NOTES STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELSo FOR PILE SPLICE DETAILS9SEE SHEET 4 OF 40 FILL FACE #6 S8 � I � ��w �~a � U , # ' � 0 �� w �� '�, ;' �, � . z , ��, w ' � � o m�w � ' ' U ' ' ; � W , , , ; ; ; ; m ��a , , � , # . � � � � � # � � , w iY � �° #5 B7� ; ; ° #5 B7 a � � w � � � Z � � , � , � � ' ' � H � � I � � ', '� � ' � ' ; � , . �� i �� , ; I , ; � ,, ; , , - � , � ; ; � — — � o� 2—#9 B6 & Z2 8„ � 8„ j 2—#9 B6 & Z2 � HP 12 X 53 j #q s3 STEEL PILE I 3" HIGH BoBo I 1"—q��2�� 1�—q��2„ 2,_g„ SECT I ON B-B (CONCRETE CO�LAR NOT SHOINN FOR CLARITYe SEE "CORROSION PROTECTION FOR STEEL PILES DETAILo") TOP OF PILE E�EVATIONS O1q22o07 O1421099 O1425065 , � O Boone. NC 828�355�9933 O Tri-Cities. TN 423 •467 • 840i ❑ Knoxvtlle, TN Vaughn & Me110n 865 •546 •5800 Consulting Engineers � Spartonburg,SC 864•574•4775 Asheville, O Cnar�eston,SC ■ North Caro�ino 843•974•5650 828 •253 •2796 ❑ �ddlesboro, KY ❑ Raleigh,NC ❑ Chorlotte,NC 606•248•6600 919•977•9455 704•357•0488 ❑ Atlonta,GA 770•627•3509 `Copyrfght Q 2006 Vaughn & Melton,lnc. AIIRights ReSeryetl J ,,,,,,,,,�,,,,,,,, E N D B E N T N o 0 2 `�,. ,��, C A R� '%,� � � ��11111�� / �i ,��,o�ESSi o�.,'Ly'-: = =a SEALy�= ' = = 20777 = = CSTAGE II) �: ti �'��tiGINE��'``� '` REVISIONS SHEET N0. � � ��Q� ��iiii�� \�� ' �y ��'��` N0. BYa DATE: N0. BYa DATE: S-3q '''' L • � `` � TOTAL '��//�III111��` SHEETS n. � n 120 ° 0'0" 1'-0" 11" 10" � 1,_7i�2„ I 2" CLo n � � 4—#9 B5 / ' � ;' 'o ; '�, ' 4—#4 B11 � 4„ , , , , � �, , � �, , � ; ; `:_--� -- �-- �; ; ; ; #5 B9� ; #5 B9� ' #6 S6 ; ; #4 B4 �, ; ; ' 4—#4 B10 C� 4" ; � i , CTSo OVER PILES ', ' -��--- --�� . . . := , - �- ; - �--"� , ; � - �, ,, , _ ��w �~a � U j`(i # � Q .� ��w � � � � , �, ; , �� i , � ; ; , , , � , , � ; ; '; # , ��w � � � � � m � Q , ; ; ; � #5 B8 � � � � � #5 B8 � Q- # � � � , � , ; � � ; � ; ; � , a ' � � � � � � I` i @ W f � � � ' ;� 2" CLo (TYPo) � ' 1'-0" 11" 10" —► �— 1,_7i�2„ I 2"CLo n � , � 8„ � � � � � � � I � � � � � � , I ';, , — ;�, � , 8„ I 2—#9 Z1 & Z2 � I � HP 12 X 53 � STEEL PILE � #q s3 I � 1�-4�/z"" 1�-4�/2„ 2,_g„ � #6 D1 DOINEL 2—#9 Z1 & Z2 3" HIGH BoBo SECTION C-C (CONCRETE COLLAR NOT SHOINN FOR CLARITYo SEE "CORROSION PROTECTION FOR STEEL PILES DETAILo") PROJECT Noo 14SPo2044101 HAYWOOD COuNTY STATIONo 13+33099 -�- SHEET 2 OF 4 REVISION DATEo STATE OF NORTH CAROLINA MARo 089 2018 DEPARTMENT OF TRANSPORTAT ION RALEIGH DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SUBSTRUCTURE SIGNATURES COMPLETED � 1'-0" ��'i _ ��c'i _ itHo r HLt� 1�-g%4„ . � P�AN OF INING (IN4 PIPE OPENINGS NOT SHOWN FOR CLARITYe SHIFT VERTICAL V1 BARS AS NECESSARY TO ENSURE 2"CLEAR AT PIPE OPENINGSe TRIM HORIZONTAL "K" BARS AS NECESSARY TO ENSURE 2"CLEAR AT PIPE OPENINGSe #4 \/1 R�R� (F�_ FL1('F) #4 V1 CLL aCE ONSTe JTe SECT ION Y-Y � N # � � O � � # � � 0 � DESo EGRo OF RECORDo RTS DATEo 02/18 E�EVAT I ON OF IN I NG �„ 0 � � � Q � J J � � � _ � � � � � � � a � � � _ Q � c REVISION DATEo MARo 089 2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED , O Boone, NC 828•355•9933 ❑ Tri-Cities. TN 423•467•840i ❑ Knoxville. TN Vaughn&MCIfOn 865•546•5800 Consulting Engineers � Sportanburg,SC 864•574•4775 Asheville, ❑ Cnar�eston,SC ■ North CdrOlina 843�974�5650 828•253�2796 O Mtddlesboro,KY ❑ Raieigh, NC ❑ Choriotte. NC 606•248•6600 919•977�9455 704�357•0488 ❑ Atlanto,GA 770•627•3509 Copyright 8 2006 Vaughn 8, Melton,inC. AIIRiqhts Reserved ````��iii�i��' .�` � A R '�. ,�� '�N,��,,,�<iy�, : �1��O��SS�O�i� 9 : = �a SEAL �� = - - 2�777 = - : t� t`Q` � ;, y ;n- tic� NE .; ;�;: �i4-r ��ii�� `� ��'� � Y L . `N ��'.�`. '��1111111��`` PROJECT NOo 14SPo20q41o1 HAYINOOD COUNTY STAT IONo 13+33099 —�— SHEET 3 OF 4 lLC V CLl C� 5�—O�� CTSo � nl�n �o�o �TATE 40 �TIMATED QUANTITIES RIP RAP CLASS II (2'-0" THICK) 1'-0" MINo EARTH BER / _ SQUARE YARDS 102 82 �� WINGWALL (TYPo) � 1'-7" BERM NORMAL TO CAP (TYPo) 1'-7" BERM NORMAL TO CAP (TYPo) r----------i i i ; � i i i � R---T I , �� ; �� ; , � ; �� -- „ „ _T___��__ II II 1,_�„ �, �� , �� 2'-0" „ ;�„ ,, ,; „ ,, �� „ �, ,� ;� �, �, �, „ ,�, ;�, �, ,� ;,� �, ,: n� � � VARIES LEFT ELo 1428091 RIGHT ELe 1428e: GEOTEXTILE SECTION A-A DESo EGRo OF RECORDo RTS DATEo 02/18 SECTION B-B z � H ---� w � ; H : ; �o a� � >� ; ---; � ; i RETAINING WALL #2 LLe 1`IL1eV (SHOWING TOP OF BERM ELEVATIONS AT END BENT NOo2) GEOTEXTILE FOR DRAINAGE ELo 1425a52 PROJECT Noo 14SPo2044101 HAYWOOD COuNTY STATIONo 13+33099 —�— „ �; ,, , , ,� ,� �; REVISION DATEo MARo 08, 2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � ❑ Boone, NC 828�355•9933 O Trt-Ctties. TN 423•467•8401 ❑ Knoxvllle, TN Vaughn&Melfon 865•546•5800 Consulting Engineers � Spartonburg, SC 864•574•4775 Asheville. ❑ Cnar�eston,SC ■ North Carolina 843•974�5650 828•253�2796 O Mitldlesboro,KY ❑ Roieigh,NC O Choriotte,NC 606•248•6600 919•977•9455 704•357•0488 O Atlonta,GA 770•627•3509 � Copyrtght � 2006 Voughn & Melton, Inc. All Rights Reseryed ```��\1111111��''' ,.� CAR . '( i `�\�O ```��111/��0��,'/�' `1� !- � S S � O �� 9 : � /� i = 'a SEAL � _ = _ - 2�777 - - '; tiq%Ftic� NE�� ,; �� i�ii��\�� '� � Y L . `N � ��.�. '��1111111��` (Sht 2) � � H H w c� a � � � i v � \ M .-� � N � � Q � 0 a 0 —� � a W U � M �o � � N H w c� a � � � Q � � � � � m � �� U � H J H Q H �w w� oQ H � �� m a � � � 0 � 0 � vi � U @ m � # � � N m Q J � L.� 0 � 0 � v� � U � m � # i — m � m Q J � � � M A A A A o� ,� � � �� ~ � �' #4 A4 '��' (BOTe OF SLAB) � 12'-0" TE POR RY GU RD IL NCHOR - � o ASSEMBLIES (TYPe) FOR LOCATION 1'-3" � 11 —#4 A3 C� 1'-0" CTSe 9" ! m SEEe"ANCHORAGE DETAILS FOR � i v TEMPORARY GUARDRAIL ANCHOR (TOP OF SLAB) , � ASSMBLIES FOR TYPE III CORED 1'-3" 11 —#4 A4 C� 1'-0" CTSe g"" � SLAB UNIT" SHEETe / (BOT, OF SLAB) � � � � BEGIN 3" ; � APPROACH SLAB / FILL FACE C� � 3" m STA 12+64,08 —L— 9�� END BENT #1 , `#-O EXTENDED \� �,\`� #5 B1 � , TANGENT � P OR #6 B2 —�— � �, — . N -- --------------------------- ~ - ------------- - - --------------------- � � — —CONSTe JTe � � --- ------------�--------t — , : , � � �,. � i � i m Q J � � 0 � 0 m v� � U � N m l9 # i � — � � \ �\C � .� ,�P 1,_3„ � 1 3/ � 3„ g" � � �` — —�� %� �O #4 A2 (BOTe OF SLAB) 2'-43�s��J #5 B101 THRU B103 Cd� 6" CTSe (TOP OF SLAB) OR #6 B201 THRU B203 C� 6" CTSe (BOT, OF SLAB) 11 —#4 A1 C� 1'-0" CTSe (TOP OF SLAB) (2 BAR RUM 11 — #4 A2 � 1'-0" CTSe (BOTe OF SLAB) (2 BAR RUM � #4 Al (TOP OF SLAB) — #5 B1 OR #6 B2 � � #5 B101 ~ OR #6 B201 �#5 B103 OR #6 B203 � i / � � / 9" � � i 9" � i / i ' 3„ � � � \ 1 � o � ,�X ♦\ �� — , / i � � � � i / � // Q � #4 A1 OR A2 .� M�� /co .� M\4 /ti� � N� N� , � — #5 B1 ; OR #6 B2 ; � � � � � WaPe #1 � STAe 12+75e12 —L— ,� � , �1 9" � g„ 3„ � � i �\`� #4 A7 � ,;r' OR A8 ; i tiP / � 12'-0"� 11 —#4 A7 C� 1'-0" CTSe (TOP OF SLAB) 11 —#4 A8 C� 1'-0" CTSe BOTe OF SLAB) i � FILL FACE C� ,� END BENT #2 — � ; #5 B1 , OR #6 B2 � WePe #3 ; STAe 13+92e86 —L— , ---- CONST`JT ��— . , ,,.,��a i M i 1'� i #5 B1 � � � OR #6 B2 120 ° —00'-00" � (TYPo) � 12'-0" / 9" 11 —#4 A5 C� 1'-0" CTSo � (TOP OF SLAB) (2 BAR RUM g"" 11 —#4 A6 c� 1'-0" CTSe O\P � #4 A5 OR A6 #5 B104 THRU B106 Cm 6o CTSo (TOP OF SLAB) OR #6 B204 THRU B206 C�D 6" CTSe (BOTe OF SLAB) P�AN C� END BENT #1 5�/q" CONTINUOUS PROPOSED HIGH CHAIR UPPER (CHCU) ASPHALT � 3'-0" CTSo ACROSS SLAB PAVEMENT 6„ N H � #5B1 � _ _� � .. ROADWAY #6B2 J APPROVED WIRE BAR SUPPORTS (� 3'-0" CTSe .� �-� , , , � , J � #4A2 � #4A1 � U N #q A3 (TOP OF SLAB) t2 e 1 SLOPE �SELECT MATERIAL (CLASS V OR CLASS VI) � APPROXIMATE� 10 1 SLOPE (TO BE DETERMINED BY THE CONTRACTOR) t NORMAL TO END BENT 4"QlPERFORATED SCHEDULE 40 PVC PIPE GEOTEXTILE 3,_�„ DESe EGRe OF RECORDe RTS ASSEMBLED BY : AW CHECKED BY : HLW DATEe 02/18 DATE : 02/18 DATE : 02/18 B\ �F< � 12'-0" #5 B1 i OR #6 B2 ; SECTION THRU SLAB (TYPE II — MODIFIED APPROACH FILL) a m �Z �Z a a z� z� �� N 'Nc� 'Qc� �� Mm Nm C3� C3� 3 „ � , 3 ��6 5 ' P�� S� Q G� .S-�Zl �S � q,_115 „ �6 1 3 /// , ,�/ / 1 —3 / 3„ 9„ � Q #4 A6 (BOT, OF SLAB) �,�; / .� ti� N� N � #q A7 (TOP OF — #5 B1 SLAB) OR #6 B2 1,_3„ l,_3„ � 3" / 9" � \ ,,� �� ti m a J � � 0 � m vi � U � N m � � � � rn Q N � � a 0 - � _ � , a w J m � Q � J (/� �j L.� � � N � 0 m vi � U � N m � # � N m m `1 � � �� U /e6,, F�'F #q qg BOTe C SLAB) _' � a m a J � L.� 0 � 0 v� � � @ m � # � m N L I V V APPROACH SLAB STA 14+03056 —L— � � m Q J � � 0 � 0 � v� � U � m � # i N M . �� ti/ � PLAN C� END BENT #2 � � CORED t1"_1i/2„ SLAB 1�/2" BACKER ROD 2 LAYERS OF 30 LBo ROOFING FELT TO PREVENT BOND BOTe OF SLAB) (2 BAR RUN) i / � � 3 �i BEGIN � RADIUS � i, #4 A5 �, „ (TOP OF 2 —8 � SLAB) �— � ,, � � i #5 B1 � � # BEGIN � OR 6 B2 , �RADIUS / i � #5 B104 � OR #6 B20q � #5 B106 OR #6 B206 5'-11�/2"" 1,_7„ �� 3,_1i�2„ SECTION N-N END OF CURB WITHOUT SHOU�DER BERM GUTTER CURB DETAI�S � � 0 0 � N � � H H w c� a � � � i v- � H W c� Q � � rn � � .-� )TEe "A"BARS FROM STAGE I EXTEND ONE SPLICE LENGTH INTO STAGE I #q 2,_�„ 1,_g„ #5 2'-6" 2'-2" #6 3'-10" 2'-7" r .� BILL OF MATERIAL BILL OF MATERIAL APPROACH SLAB AT EB #1 APPROACH SLAB AT EB #2 STAGE I STAGE I BAR NOo SIZE TYPE LENGTH WEIGHT BAR NOe SIZE TYPE LENGTH WEIGHT � A1 26 #4 STR 12'-6" 217 -� A5 26 #4 STR 12'-0" 208 A2 26 #4 STR 12'-6" 217 A6 26 #4 STR 12'-0" 208 � B1 33 #5 STR 11'-0" 378 � B1 32 #5 STR 11'-0" 367 B2 33 #6 STR 11'-7" 574 B2 32 #6 STR 11'-7" 557 :B101 1 #5 STR 10'-5" 11 �B104 1 #5 STR 10'-6" 11 :B102 1 #5 STR 6'-8" 7 �B105 1 #5 STR 2'-11" 3 ;B103 1 #5 STR 3'-0" 3 �B106 1 #5 STR 11" 1 B201 1 #6 STR 10'-5" 16 B204 1 #6 STR 10'-6" 16 B202 1 #6 STR 6'-8" 10 B205 1 #6 STR 2'-11" 4 B203 1 #6 STR 3'-0" 5 B206 1 #6 STR 11" 1 REINFORCING STEEL LBSe 822 REINFORCING STEEL LBSe 786 � EPDXY COATED � EPDXY COATED REINFORCING STEEL LBSo 616 REINFORCING STEEL LBSo 590 CLASS AA CONCRETE Co Yo 1006 CLASS AA CONCRETE Co Yo 908 APPROACH SLAB AT EB #1 APPROACH SLAB AT EB #2 STAGE II STAGE II BAR NOo SIZE TYPE LENGTH WEIGHT BAR NOe SIZE TYPE LENGTH WEIGHT � A3 13 #4 STR 16'-5" 143 � A7 13 #4 STR 16'-5" 143 A4 13 #4 STR 16'-5" 143 A8 13 #4 STR 16'-5" 143 � B1 29 #5 STR 11'-0" 332 � B1 29 #5 STR 11'-0" 332 B2 29 #6 STR 11'-7" 505 B2 29 #6 STR 11'-7" 505 REINFORCING STEEL LBSe 648 REINFORCING STEEL LBSe 648 � EPDXY COATED � EPDXY COATED REINFORCING STEEL LBSe 475 REINFORCING STEEL LBSe 475 CLASS AA CONCRETE Ce Ye 8e9 CLASS AA CONCRETE Ce Ye 8e5 SIDEW ALK AT EB #1 SIDEW ALK AT EB #2 STAGE III STAGE III BAR NOo SIZE TYPE LENGTH WEIGHT BAR NOa SIZE TYPE LENGTH WEIGHT � B3 5 #4 STR 12'-5" 41 � B4 1 #4 STR 4'-10" 3 � B5 1 #4 STR 7'-8" 5 � D1 20 #4 STR 1'-0" 13 � B6 1 #4 STR 9'-6" 6 � B7 1 #4 STR 10'-11" 7 � G1 13 #4 STR 5'-7" 48 � B8 1 #4 STR 10'-5" 7 � EPDXY COATED � D1 13 #4 STR 1'-0" 9 REINFORCING STEEL LBSe 102 � G2 4 #4 STR 5'-5" 14 CLASS AA CONCRETE Co Ye 1,9 � G3 1 #4 STR 5'-4" 4 -� G4 3 #4 STR 4'-10" 10 � G5 1 #4 STR 4'-0" 3 � G6 1 #4 STR 2'-8" 2 � G7 1 #4 STR 1'-3" 1 SPLICE LENGTHS �EPDXY COATED REINFORCING STEEL LBSe 71 BAR EPDXY �NCOATED SIZE COATED CLASS AA CONCRETE Ca Ye 1e5 PROJECT Noo 14SPo2044101 HAYWOOD COuNTY STATIONo 13+33099 —�— SHEET 1 OF 2 REVISION DATEo STATE OF NORTH CAROLINA MARe o8, 2018 DEPARTMENT OF TRANSPORTAT ION RALEIGH DOCUMENT NOT CONSIDERED FINAL UNLESS ALL BRIDGE APPROACH SLAB SIGNATURES COMPLETED FOR PRESTRESSED CONCRETE � ❑ Boone. NC 828•355�9933 � Tri-Cities, TN 423 •467 • 8401 � Knoxville, TN Vs7UqhO&MCIfOn 865•546•5800 Consulting Enqineers O Sportonburg,SC 864•574•4775 Asheville, O Chor�eston,SC ■ Nortn Caro�ino 843�974•5650 828 •253 •2796 O Middiesboro. Kr ❑ Raleigh,NC ❑ Charlotte.NC 606•248•6600 919•977•9455 704357•0488 O Atlanta,GA 770•627•3509 Copyriqht Q 2006 Vaughn &�eltpn,inC. AIIRiqhtS ReServetl ,,��-�,,,, CORED SLAB UNIT �,.� ,�N C A R� '�,. :'��.��s's;��.`'ti.�=; (SUB-REGIONA� TIER) � �F O,L : = =a SEA� �'_ = 120° SKEIN _ = 20777 = _ � � REVISIONS SHEET N0. ,: y"',.F�cl N��,', � : ''•Q'Q��''"��"`�� ,�'��` N0. BYa DATE: N0. BYe DATE: S-38 ''''��iLiii�;;� ��``` IJ � TOTAL SHEETS � � 39 8„ � NOTES � � q'-�,3/�„ � �n � « � � � # � � � oc 4— #4 D1 (PER ROW) 12'-113/6"" APPROACH SLAB #1 � � v � a � '�' a � � �n � Q � Q # � � 1 (13 — #4 D1 REQ'DJ APPROACH SLAB #2 CONSTe JT, PLAN OF SIDEINALK ON APPROACH SLABS FOR BRIDGE APPROACH FILL INCLUDING GEOTEXTILEq 4"QSDRAINAGE PIPEq AND SELECT MATERIAL BACKFILL9SEE ROADWAY PLANSo GEOTEXTILE SHALL BE TYPE 1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS SECTION 1056e SELECT MATERIAL BACKFILL (CLASS V OR CLASS VI)SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS SECTION 1016e SELECT MATERIAL BACKFILL IS TO BE CONTINUOUS ALONG FILL FACE OF BACKWALL FROM OUTSIDE EDGE TO OUTSIDE EDGE OF APPROACH SLABe AREA BETWEEN THE WINGWALL AND APPROACH SLAB SHALL BE GRADED TO DRAIN THE WATER AWAY FROM THE FILL FACE OF THE BRIDGE AND SHALL BE PAVEDoSEE ROADWAY PLANSo FOR THE 4" QS DRAINAGE PIPE OUTLET(S)q SEE ROADINAY STANDARD DRAWINGSe APPROACH SLAB GROOVING IS NOT REQUIREDe PAYMENT FOR SIDEWALK SHALL BE INCLUDED INITH THE LUMP SUM PAYMENT FOR 'BRIDGE APPROACH SLAB"o SIDEWALK (STAGE III) #4 'B' BARS Cd� 1'-1" CTSo `9 M� N APPROACH SLAB CLASS "B" STONE � FOR EROSION CONTROL � --------------------- TEMPeSLOPE DRAIN � .2'-0"MIN� EARTH DITCH BLOCK APPROACH SLAB � ��/� RPZN� � O� � �N�E� 1'-0" MINe � � � � ; ; � � � � ; ; � � FUTURE SHOULDER oZ z i H H P N � `� GR P 1P �I U c9 Z -� � � N �N � FLOIN LINE END OF � EROSION RESISTANT MATERIAL APPROACH 1'-6" MIN� SLAB NOTEe IMMEDIATELY AFTER THE CONSTRUCTION OF THE APPROACH SLABq THE CONTRACTOR SHALL PROVIDE TEMPORARY BERM AND SLOPE DRAIN� CONTRACTOR SHALL GRADE TO PIPE INLET AND PROVIDE EROSION RESISTANT MATERIAL AS SHOINN� THE EROSION RESISTANT MATERIAL SHALL BE EITHER 1)ASPHALT PLANT MIX, TYPE 1 OR TYPE 2q MIN� 2" DEPTH9 2) EROSION CONTROL MAT, OR 3) CONCRETEq AS DIRECTED BY THE ENGINEERe THE SLOPE DRAIN SHALL CONSIST OF A NON—PERFORATED TEMPORARY DRAINAGE PIPE912 INCHES IN DIAMETERa PLAN VIEIN � DRILL %q" DIAe HOLES, #4 D1 C� 1'-6" CTSa SET #4—D1 BARS DURING STAGE IIIe SECTION THROUGH SIDEINALK ON APPROACH SLABS ELBOW TEMPORARY SLOPE DRAIN ELBOW TOE OF FILL 12" MINa CLASS "B" STONE � FOR EROSION CONTROL SECTION R-R � 3"EROSION RESISTANT MATERIAL OVER PIPE � EARTH DITCH BLOCK : N ,—r— -------------- '—' SECTION S-S FILL SLOPE � � BRIDGE DECK O�P� �Q�' � �O �� G�P p�� ' -�0 � ; � � �zN� F �-� CAP FLOW LINE ONLY WITH � EROSION RESISTANT MATERIAL BACKFILL EXCAVATION HOLE AND GRADE TO DRAIN NOTEe IF THE APPROACH SLAB IS NOT CONSTRUCTED IMMEDIATELY AFTER THE BACKFILLING OF THE END BENT EXCAVATION, GRADE TO DRAIN TO THE BOTTOM OF THE SLOPE AND PROVIDE EROSION RESISTANT MATERIAL, SUCH AS FIBERGLASS ROVING OR AS DIRECTED BY THE ENGINEER TO PREVENT SOIL EROSION AND TO PROTECT THE AREA ADJACENT TO THE STRUCTUREa THE CONTRACTOR WILL BE REQUIRED TO REMOVE THESE MATERIALS PRIOR TO CONSTRUCTION OF THE APPROACH SLABa TEMPORARY DRAINAGE DETAI� TEMPORARY BERM AND S�OPE DRAIN DETAI�S (TO BE USED INHEN SHOULDER BERM GUTTER IS REQUIRED) DESe EGRe OF RECORDe RTS DATEe 02/18 REVISION DATEe MARo 089 2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED r O Boone, NC 828•355•9933 � Tri-Cities, TN 423•467•8401 ❑ Knoxville, TN Vi7ughn&Me11on 865�546�5800 Consulting Engineers � Spartanburq,SC 864•574•4775 Asheville. O Chor�eston, SC ■ NOrth COr'Olina 843•974•5650 828•253•2796 ❑ Middlesboro,KY ❑ Raieigh,NC ❑ Choriotte,NC 606•248•6600 919�977•9455 704•357•0488 � Atlonto,GA 770•627•3509 Copyright Q 2006 Vouqhn 8, Melton,lnc. AIIRights Reseryed #4 D1 DOWELS (FOR SPACINGq SEE PLAN VIEW) #4 'G' BARS C� 1'-0" CTSe ````�11111111////�I �.�`� �N � A RO ''% � � ``��ii�� : ��,.o�ESS/o'.;y : = =a SEAL �= = - - 2�777 - - �:, tiq�FNc� NE��' ��;: �i O ��ii�� `�� ''��''Y � � L� � � �� ` ��` ` PROJECT Noo 14SPo2044101 HAYWOOD COuNTY STATIONo 13+33099 —�— SHEET 2 OF 2 q,_�„ STANDARD NOTES � DESIGN DATAo SPECIFICATIONS LIVE LOAD IMPACT ALLOINANCE STRESS IN EXTREME FIBER OF STRUCTURAL STEEL — AASHTO M270 GRADE 36 — AASHTO M270 GRADE 50W — AASHTO M270 GRADE 50 REINFORCING STEEL IN TENSION GRADE 60 CONCRETE IN COMPRESSION CONCRETE IN SHEAR STRUCTURAL TIMBER — TREATED OR UNTREATED — EXTREME FIBER STRESS COMPRESSION PERPENDICULAR TO GRAIN OF TIMBER E�UIVALENT FLUID PRESSURE OF EARTH AoAoSoHoToOo (CURRENT) SEE PLANS S E E AoAoSoHoToOo 209000 LBSo PER SQo INo 27,000 LBSo PER SQo INo 279000 LBSo PER SQo INa 249000 LBSo PER SQo INo 1,200 LBSe PER SQe INo SEE AoAoSoHoToOa 19800 LBSo PER SQo INo 375 LBSo PER SQo INo 30 LBSo PER CUe FTe cMINIMuM� MATERIA� AND WORKMANSHIPo EXCEPT AS MAY OTHERINISE BE SPECIFIED ON PLANS OR IN THE SPECIAL PROVISIONS9 ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE INITH THE 2018 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES"OF THE N�CeDEPARTMENT OF TRANSPORTATION� STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL BE HOT ROLLEDo CONCRETEo UNLESS OTHERINISE REQUIRED ON PLANS9CLASS A CONCRETE SHALL BE USED FOR ALL PORTIONS OF ALL STRUCTURES INITH THE EXCEPTION THATo CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES9 ABUTMENT BACKWALLS,AND APPROACH SLABS9AND CLASS B CONCRETE SHALL BE USED FOR SLOPE PROTECTION AND RIP RAPo CONCRETE CHAMFERSo UNLESS OTHERWISE NOTED ON THE PLANS,ALL EXPOSED CORNERS ON STRUCTURES SHALL BE CHAMFERED 3/q"WITH THE FOLLOWING EXCEPTIONSe TOP CORNERS OF CURBS MAY BE ROUNDED TO 1-1/2"RADIUS WHICH IS BUILT INTO CURB FORMS9 CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS SHALL BE ROUNDED WITH A 1/4"FINISHING TOOL UNLESS OTHERWISE REQUIRED ON PLANS9AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES AND TOPS OF CURBS AND SIDEWALKS SHA�L BE ROUNDED TO A 1/4"RADIUS WITH A FINISHING STONE OR TOOL UNLESS OTHERINISE REQUIRED ON PLANSo A��OWANCE FOR DEAD �OAD DEF�ECTION9 SETTLEMENT9 ETCoIN CASTING SUPERSTRUCTURESo BRIDGES SHAL� BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANSo SLABS9CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVEo ALL DIMENSIONS INHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED ON PLANSe IN SETTING FORMS FOR STEE� BEAM BRIDGES AND PRESTRESSED CONCRETE GIRDER BRIDGES9ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS FOR THE ELEVATIONS SHOINNo WHERE BLOCKS ARE SHOINN OVER BEAMS FOR BUILDING UP TO THE SLAB9THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS,VERTICAL CURVE ORDINATE9 AND ACTUAL BEAM CAMBERo INHERE BOTTOM OF SLAB IS IN LINE INITH BOTTOM OF TOP FLANGES9DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED TO COMPENSATE FOR DEAD LOAD DEFLECTIONqVERTICAL CURVE ORDINATE,AND ACTUAL BEAM CAMBERo IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS9AN ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS9SETTLEMENT OF FALSEINORK9 AND PERMANENT CAMBER WHICH SHA�L BE PROVIDED FOR IN ADDITION TO THE ELEVATIONS SHOWNo AFTER REMOVAL OF THE FALSEWORK,THE FINISHED STRUCTURES SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOINN ON THE PLANS AND CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEERo DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE FALSEWORK OR FORMS IS STARTEDo REINFORCING STEE�o ALL REINFORCING STEEL SHALL BE DEFORMEDo DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED IN THE PLANSo DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT TO OUT AS INDICATED ON PLANSo WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE INDICATED ON THE PLANSo INHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS LINES,THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING INIRES SHALL BE LAPPED TO LOCK LEGS ON ADJOINING PIECESo STRUCTURAL STEE�o AT THE CONTRACTOR'S OPTIONqHE MAY SUBSTITUTE 7/8" 6 SHEAR STUDS FOR THE 3/4"QSSTUDS SPECIFIED ON THE PLANSo THIS SUBSTITUTION SHALL BE MADE AT THE RATE OF 3— 7/8" � STUDS FOR 4— 3/4" 6 STUDS9 AND STUD SPACING CHANGES SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF 7/8"QSSTUDS ALONG THE BEAM AS SHOINN FOR 3/4" QS STUDS BASED ON THE RATIO OF 3— 7/8" � STUDS FOR 4— 3/4" QS STUDSo STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST BE PROVIDEDo THE MAXIMUM SPACING SHALL BE 2'-0"e EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS INHERE THE COVER PLATE IS IN CONTACT WITH BEARING PLATE9THE CONTRACTOR MAY9AT HIS OPTION9 SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/16"IN THICKNESS AND DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2"OR A THICKNESS EQUAL TO 2 TIMES THE FLANGE THICKNESSe THE SIZE OF FILLET WELDS SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AINS "BRIDGE WELDING CODE"o ELECTROSLAG WELDING WILL NOT BE PERMITTEDo WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY 1/16 INCH OR EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING,GALVANIZING9 OR METALLIZINGo HANDRAILS AND POSTSo METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB,UNLESS OTHERWISE SHOWN ON PLANSo THE METAL RAIL AND TOPS OF CONCRETE POSTS USED INITH THE ALUMINUM RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURBo METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANSo RAILS SHALL BE AS MANUFACTURED FOR BRIDGE RAILINGo CASTINGS SHALL BE OF A UNIFORM APPEARANCEa FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERINISE SHALL BE REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL BE OBTAINEDoCASTINGS WITH DISCOLORATIONS OR OF NON—UNIFORM COLORING INILL NOT BE ACCEPTEDaCERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTSo SPECIA� NOTESo GENERALLY9IN CASE OF DISCREPANCY9THIS STANDARD SHEET OF NOTES SHALL GOVERN OVER THE SPECIFICATIONS9BUT THE REMAINDER OF THE PLANS SHALL GOVERN OVER NOTES HEREON,AND SPECIA� PROVISIONS SHAL� GOVERN OVER ALLe SEE SPECIFICATIONS ARTICLE 105-40 DOINE�So DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS,SHALL BE EMBEDDED AT LEAST 12"INTO THE OLD CONCRETE AND GROUTED INTO PLACE WITH 102 CEMENT MORTARo � REV, 6-16-95 EEM (✓) RGIN REV� 5-7-03 RWW (�) JTE REV. 10-1-11 MAA (✓) GM REV. 8-16-99 RWW (✓) LES REV. 5-1-06 TLA (✓) GM STDo NOo SN