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HomeMy WebLinkAbout20150769 Ver 1_Permit Drawings_20150731� 0 i 0 c 0 0 � 0 a° N � ai � . � 0 � . � � �J � tl ! l��., `� / � V � V � � O U See Sl�el 1-A For Index o( 5/sels See Steel l-B Fo� Convenllonol Syrnbols CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED 6Y METHOD II. GRAPHIC SCALES 20 10 0 20 40 PLANS 20 10 0 20 � PROFILE (HORIZONTAL) DESIGN DAT.9 ADT 2012 = 220 ADT 2034= 220 DHV = % D = % T = b% " V = 20 MPH "(3% 7TST +3% DUAL) FUNC CLASS = LOCAL RURAL SUBREGIONAL TIER �'�t'��]�' C�� la.T��'�']�� �C���C�]�,��vTf;� 1D�T�%d��[��� �1F' 1[�I���VA�iS HA YWOOD CO U1�TY .�. DB14A-430372 � rt.,. �u�. ...��.w r � LOCATION: BRIDGE N0. 372 OI�1 SR 1346 OVER STEVETIS CREEK TYPE OF WORIC: GRADING, PAVING, DRAINAGE, AND STRUCTURE 0 rv � � � 0 ¢ Z , � �/�/ � % -,_'� ,,.. �. 5T OO. �'"" / . �� � � EVENS CRE£K .� � � \ � �------ � To � �FA� fN0 BEGI CONSTRUCTION D614A-430372 —L— Sta. 11 + 75.00 BEGIN PROJECT & + PROJECT LENGTH LENGTH ROADWAY PROJECT = 0.040 MILES LENGTH STRUCTURES PROJECT = 0.000 MILES TOTAL LENGTH PROIECT = 0.040 MILES NCDOT CONTACT: K. ZAK HAMIDI, PE DESIGN BUILD PROJECT ENGINEER RO c��E� ��S \�n/ 5��� Sp i /'i i O \\ � � � i �'�'a �� ��� ��i s�` % ' ' / to / / i:� % / � / ,� � /� ; / /i' �i��END CONSTRUCTION � —L— 14+50.00 END PROIECT & WW DB14A-430372 —L— 14+20.00 � LOUIS BERGER � 1001\YatloAVenue,5u1e9�0 Ra'ei�b, I.bM Caro'Ina 2]605 LiccnseNO.: F�aB10 I��II Std\DdAD SPELIFlGRO]'S RIGNT OF II�iY DATE:I DEAN D. HATFIELD PE JUNE 17,2014 Pxoiccre.rr.i.ccrx LETTLYG DATE: I R.D. ODELL. 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I + rvo�aornni �Emcsi Illi r i' I� - �I i I I�r � I -1 il�l iilll r- T ';{i I� I�,I I I I I I - I��� �� +'� I. � � II I � � i :i� -� i. i�' � �� � I �i �Ilr + � 1-F " i .�i� � li�:-i - I�i L ' '- �� :�li�� � I �I-� II�I II �ii'�� i II _ . I' i lill ��� i I - r-i' i f� ii I � ' i T� i��ir-1 � � � I I��F`i�+� T � .. 1 ' + +LL � I + i .�.� I hL � i��-�i T, i i '. I.i�i �� t�'i I �f-:'I.{ r �.I.{I�� PER�_ _�_ _- T � I i � � � �.�1 _ � ����; i I .�� � ;��.� :�. , ��� L '.�,_I. �i � ��.�!.T �''�,I - i.� . . � �'f F -I 1 . �!,f � ; '. L I I� f rr � i i���l , ' ` /VI�1 '��\!�\WIN�7 ' �I ' " � - I� � :I i i I i� :i" �i iii�:l I''��I III. .'��III �,f'. 'T !ii i i.1ii r r_,�_ I 11'' �. .. '. I �i� U� J I �i_ i � � Ff,�l I i i eL f SHCL� � I � i � r -� � _i � � �. i i_'�.. i �'�i ii � , �1 rf < < �� , �� 1 � I�r, -� � � � � � � -, , � � , � �I�li � f i�l-i-i �I_+.i. ,T,F � ,II ' i'� -�i��-1 I �L -'-� I I � .i�. I i ��_i�_ __ .4T ..If II I i �.. I I 'Il fr �, '�� �� � � -- i '' i III �9i' _ _ .:II � r �.�_� � �.ii i �i,- i i __ ��'�I i L'�-I � � I i I� �- i � �� .i �. r �..E i i�. L L-FFfI i i i i i'�. I� I I .I-I-`i T r�i �� I i._ � -� I I I�� i I- - s , - � . ' ' ;' ? M'ORAULIC DA� I i � ' - '' � -� - I ; � � + t ' � i i �� � I� � �� I�i� � I 7 I T r ( i li i i ill � L. � i _ i. i , '�. i i i ���i i � � �.� . i i I i I I . . .� . . , �-'- � . . �. II i il-,il r ill ii i�'T- �-r� � - _ '� � i -' �����-T ii�i�i , I�.. i �. .. L i i��.i , , '., :,__ � I � I i - f - DESIGN OISCh'MGE 500 CFS , j , , � � ,_:� -r += - I I I . '' ' ' - i i ''r ' T' '� " i ' � I _ OESIGN FRfCUE�ICY = 25 YRS f ' � I i ��, I�i I ' I � � � �i.�� i.l �I � � li,� I �, I I 91��1 r�-r�it '� � ��'�'� i i'i �_ .�'�., i i I�'.� :I I-��'� � � �' L �_ L��. ?� TI � � ���� DESIGN MY ECEVATiON = 25059 F1' � � ���. -. I I I, ,T ,T �I .+T�- ,, . � � �.. I �, 'I � -� i � : 7 -Ilr I� �� �I I_'. I. BASE 0/SCH?R6E = 750 CFS I� , t �. � F hr�.' � �� , �� � .' I T �:�I �� I �� . � I � I - BASE FRECUEIICY = IW YRS -�, '- I . �' � �� 1 '� J �+r � � � -t � - -� � � I L� L �- � ��. BASE FNl fLfVATION = 250832 FT ��. ', I �� ' � L _ � �. -� 2 524 ��.� �:'�� I ��'�',- -- I 0'✓ERTOPPNIG DISCHN7GE = 678 CFS .', �-'�T + �+��'�� '� �'� �L ���7 �� �f I � � � ��- �- � 2 524 - I - f '' : ' I �I i r I r I Pl =/2+5p.00 ' O✓ERTOPPING FREWENCY= 50+ YRS �`- il-` r, i r�`� `r{ �+ :; I i I i I i� -I �+r '''� ' �-_ i � T I - �.. I -I EL = 2.50829" - �� 0'✓ERTOPPI/1G ELEYATION = 25LG75 Fi � i �.��: I .._� li i '�. i r T I i . � � _ � I } i I i ' i 2,520 T - �<� I �'.-j � �'., T1fJ1 �' I : ; f s ! �'�r ' KC= 3� � .� DATE OF SURVEY = SEPi.20/3 �'-��- .. I � � � ~'I. I � � � � � �� ! I �'� 2 520 �' ��I i � I I'.\� ��� ��'��� I--i � �� BEt,,IN PROJECT l7,BPI4�728 �' OS I 30`LIPH ._ AT DfATEA�01lSURVEY.. 25019 FT s ..- _ EC=_� �.09' .��I � _ 1 h� '� � � � � 2,516 ��� �,���-;' � � 4 -,4� ' +,, -�.r ,T���_ �.-�� ,-I �_57RUCTURE 930372 i i��l I �I-_ I '.-� � � r'-. K = /5 �'-� f 'I � � ��I . . , ���, I i ����_ 2 516 � f_ I . I I i I � I I i `�� I �_ �n�2�0�— i � . i OS = 25 MPH -' � f I � I T- . . i � � j � �� �: � � ` �E\. I` 250999 il - , i � '', _ I 1 ` ` i � � . i � _ _ � t-: I I I I I i i L � I.I � I i 'i— + �s.�i_i L i i .�',, I i i' ' 2512 ' �I' ''� � - .�. T. � � � I ��� -�- � -,+ -, 2512 , -r� , ; r �- � T � - � , ` ( � j � � � 1- � � I � �� i ' ° 2 5�8 �� i 1 � I;r r ��� .�i� �'�. . i I ��'�.� j���'� � _ (�/� C PROPO$Etl G� � i � E�D SrR CTURE8�303728 � 1'� - I�-�'�,�..L'� ��-�'.�� t� r 1��I� �' �'`- 2 5�8 � � � T .'� � � � I .-� 'f I BAl 'l ELEV 25C6�'7 �''- il �- ( - 4 I �OY-� � � ; �l 122���. �. � I EL= 250l,7320.00I._ T� � � � - _ J . I ��. . -�- � � � �-..�.- : i -BL' STA0+2825'i lObS' RTT ( �_.- � f -_ � 11 �_ q � . �� �2gq�i � -.. T - ' ' �� � ' I i : � -f��cru�c usr� - i � � - _� `/ _ M�uFO eur�N�� � � � i � 2 504 2 504 i' i��L `t i I '� � f i � � � �' � I � �,. �'�� � j�_- � f L..� �� ' I 1 �,._ I � i: 7!I S ECEY� 250/9 �, ��---1 , ' GLU,'l. B�X CULVEAI I .� EXISTING OR10GE 9.gp• 2J0% ' \_� f i 57/hG �C�flD I',.� i �. � ��� '. �..I. i �.J .- __ 2 500 �I_ r � ;T , ��f` +�I � , DArEr09/2�A3 i I ��2.x �5, �. � _ fND SP.CUT �7CH � , I I� , I � 2 500 _ � , � � _ '� �, - ... . ��� >. o SrA/3+90fJ0 7 . � �c���� '',� ' � -, I " I 'I _ � I �� I I i � I I� I i 57 Al3t16.68 �. o � I�'�� I II .il I II I I; �I il� I� i I�i i-�- il ' � - i_ � �, � _ � � � -� I �ovN�j �ELEV,: 2.502 '_ � � �� �'� - Ir.,_'� �'.,�_ .- I lil '�'I i II ii � i lii iil - 4 " I � I I '�I r i � rrr /�� I i:_ I i ..r� `u I i I �� j� 2Q9�i _I� i� I.� � .I. II �I III 4��f -EXC-plAr101�Y/////f� -� I I� EL!!C-SP_G62-D17LH �-Ti u I ��\'\' I�> ' 24�i:i i- : i i- I i �i. ` � i .i � i i� �44� r I . r `. i �- i i � ��.�. 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' '� � I SEE SHEET 4 FO � � � � }i i .i 1� _..i i � i -i I I f rh r � i �� �._ :.. r,�,� �, ,J �� �� II TI I:� � t �{ IiIIi IiiT RPLAN � - 4 � � _ I I � i i � - I �' I : .... . _.. . . _t ._-�� .._. _ i i.. .... .... _. -r�.*.�� �,_� _. _ . �. _ ',. ,. 11 72 13 14 15 -- - 0 N � 0 � 0 m > w Y h � � U 0 l d U / ti Bld '1 -@ STATION 8�28.25, 10.65' IiIGHi, RR SPIKE IN BASE OF 4"YIALnUT CWSTEfl TREE. -L- STA.12t94.62, 19.14' RT„ EL. 250637. NqO / 6�. 'Yq �O� ! 1 ¢ O � Sl1RVEY -L IIS�C I I J � .il% ( 51°-00'-56" \ 5 'D� ITAN. TO CURVEI I i TEI.lPORARV � SHORING L� STAGE I > p�1 I /% 0 I I � / iEl.!PORARS SHORING EkD CULVERT � SiAGE II SiA.13+27.0`0I -L- � � t� I �h/ / PRC STn. 13*21.19 � ' �S � � i Y/ � � ^ .��'� � cor+sr. di / I � .� ' / � CLASS II RIP RAP (ROADWAY PAY ITElAI w ¢z / U YlI "J w �� � I °� N f FOR UTILITY IkFOR1AATI0N, SEE UTILITIY PLANS. V B!A ° I /w w l U / _ � ti /N I ��V// w2 �� ��� L iEldPORARY SHORING STAGE I E%ISTING BRIOGE 13�16.68 -L- - BEGIN CULVERT STA.13a06.15 -L LOCATION SKETCH TOTAL STRUCTURE OUANTITIES OUANTITY UNIT REIAOVAL OF E%ISTING STRl1Cil1RE (J 13+16.68 -L- N/A LS FOl1�DATION EXCAVATION [J STA. I3a76.68 -L- N/A LS ALUAIINUlA 80% CULVERT (J STA.17*16.60 -L- N/A LS FOUNDATION CONOITIONINC 6IATERIAL fa STA.13*16.68 -L- 75 TONS OR4RN BY : J.I.IYA OATE : 3-2015 WELKE� BY : P, F. HOlSN0115ER pp1E ; 34015 nrcrru a.cn.rro no orrnon . R.OECOLA n..r . 5-2015 HORIZ.CURVE DATA P.I. STA. = 12+G8.49 -L- � = R°-23-'20.6"(LTI 0 = 16°-22'-12.8„ L = 106.22 T = 53.52 R = 350.00 VERTICAL CURVE DATA I (_l 4.240% ��ppp� P.I. STA. = 12+50.00 -L- EL = 250&29' VC = 80.00 CLASS II RIP RAP 1R0A019AY PAY ITBAI � CULVERT PROPOSE� 16'-2"% S-I° All11AINIl.11lld BDk CULVERT HORIZ.CURVE DATA P.I. STA.= 13i68.94 -L- � = 3°-SY-43.8"ILT) 0 = 04°-03'-48.7" L = 95.45 T = 47J5 R = �Q��.�� VERTICAL CURVE DATA (-) 2.200%� (-) 6 240% PS. STA. = 13+50.00 -L- EL.= 2506.09' VC = 60.00 GRADE DATA GRADE POINT ELEVATION (J STA.13+16.68 -P = 2506.�3' BE� ELEVATION (J STA.13+16.68 -L- = 2498.26' ROA�4YAY SLOPES = VARIES HYDRAULIC DATA OESIGN OISCHARCE = 500 C,F.S. FREOIIENCY OF �ESIGN F�00� = 25 YEARS DESIGN HIGH YIATER ELEVATION = 2505.9' �RAINAGE AREA = 1.4 S0.lAI. BASE �ISCHARGE 101001 = 750 C.F,S. BASE HIGH WATER ELEVATION = 250832 OVERTOPPING FL000 DATA OVERTOPPINC DISCHARGE = 678 C.F.S. FREOl1ENCY OF OVERTOPPING FLOOD = 50+ YEARS OVERTOPPING FL000 ELEVATION = 2506.75 APPROXIlAATE GROl1N� LINE � �_ �5`�� EL 2501.39 L- �_,. EL 2499.�1 � I EL 2498.i6 EL. 2498.02 � PROFILE ALONG 4� CULVE NOTES ASSU`AE� LIVE LOAD ------- HL-93 OR ALTERNATE LOADING. DESIGN FILL ------------ 4.25'. FOR OTHER OESIGN �ATA AND CENERAL NOTES, SEE SHEET SN. THE RESIOENT ENGINEER SNA�L CHECK THE LENGTH OF CULVERT �EFORE STAKING IT OUT TO IdAKE CERTAIN THAT IT VYILL PROPERI.Y TAKE CARE OF THE FILL. FOR BORING INFORIAATION,SEE GEOTECHNICAL FEPORT. FOR AODITIONAL INFORI.IAiION REGAROING DRAINAGE, GRADING. AN� ROA�YIAY, SEE ROA�YIAY PLANS. THE �ETAILS SHOVYN ARE FOR GENERAL LAYOUT ONLY.THE Sl1PPLIER SHALL PROVIDE OESIGNS ANO OETAILS FOR REVIEI'1 AN� APPROVAL THAi KEE7 THE REOUIREI.!ENTS OF AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12,AkD hRE SEALE� BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER. 11N1E55 OTHERYIISE INDICATED,THE SUPPLIER SHALL DESICN,�EiAIL,ARO FURNISH ALL STRUCTURAL ELEIAENTS AND HARDYlARE. THE EXISTING STROCTl1RE CO�SISTING OF 20'-6"SPAN CONSISiING OF iIlABER FLOOR ON TIIABER JOISTS; IB'-0° QEAR ROADWAY 44ITH A TIl.10ER CAPS ON TIIABER POST AN� SILLS LOCATED AT THE PROPOSED STRUCTURE SHALL BE REN,OVEO.THE E%ISTING BRIOGE IS PRESENTLY NOT POSTE� FOR LOAO LIlAIT. THE SUBSTRUCiURE OF THE EXISiINC BRIOGE INDICATED ON THE PLANS IS FROIA THE BEST INFOR1dATI0N AVhILABLE.SINCE THIS INFORlAATION IS SHOYIN FOR THE WNVENIENCE OF THE CONTRACTOR,THE CONTRACTOR SHALL HAVE NO CLAIIA 44HATSOEVER AGAINST THE �EPARTIAENT OF TRANSPORTATION FOR ANY DELAYS OR AD�ITIONAL COSi INCl1RRE0 BASE� ON �IFFEREkCES BETYIEEN THE EXISTING BRIDGE Sl1BSTRl1CTl1RE SHOYIN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITE. ftEl.IOVAL OF THE EXISTINC BRI�GE 541ALL BE PERFORIAED 50 AS NOT TO ALLOW OEBRIS TO FALL INTO THE 19ATER.THE CONTRACTOR SHALL REMOVE THE BRIOGE AND Sl18MIi PLANS FOR �EMOLIiIO�J IN ACCOR�ANCE 1'IITH ARTICLE 402-2 OF THE STANOARO SPECIFICATIONS. FOR CULVERT DIVERSION DETAILS AND PAY IT@A,SEE EROSION CONTROL PLANS. THE CONTRACTOR SHALL STAKE OUi THE LENGTH OF CULVERT FOR ENGINEER REVIECI PRIOR TO ORDERING CULVERT. CONTRACTOR IYILL ldAINTAIN THE ALIGN!AENT OF THE AL01.1INU!A CULVERT SECiI0N5 Ol1RING BACKFILL. FOR St1B!.IITTAL OF IYORKINC DRAYlIkG5.5EE SPECIAL PROVISIONS. FOR FALSEWORK AN� FORIAI'IORK, SEE SPECIAL PROVISIONS. FOR CRANE SAFETY,SEE SPECIAL PROVISIONS. FOR GROUT FOR STRUCTURES.SEE SPECIAL PROVISIONS. FOR Aw!.1INll1A BO% CULVERi, SEE SPECIAL PROVISIONS. fOR LIldITS OF TEl.!PORARY SHORINC FOR lAAINiENANCE OF TRAFFIC,SEE iRAFFIC CONTROL PLANS.FOR PAY ITE!.1 FOR TBAPORARY SHORIRG FOR AIAINTENANCE OF TRAFFIC, SEE ROAD4'IAY PLANS. FOUNDATION NOTES IJ EXCAVATE 12 INCHES BELOV4 THE BOTTOIA OF Cl1LVERT AN� REPLACE YIITH FOl1N�ATION CON�ITIONING IdATERIAL. 21UROERCl1T SOFT OR LOOSE SOILS THAT ldAY BE ENCOLIYTERED BENEATH THE BOTTO!A OF THE BEO�ING STONE ANO �ACKFILL 4'lITH FOl1N�ATIOi� CONDITIONINC l.fATERIA� AS DIRECTED BY THE ENGINEER. iar�.tue.t, PRGLID11NA2Y PLANS W T'OT VS¢ FOA CO\'STAI'CIIOV � Tne LOUIS BERGER GROUP, Ins, 1Cq1\'h�13A'.cnu3 G�7gJYJ P_!'gn. CC YiehRf[2 r:C con im. wao PROJECT No. 17BP.14.R.128 HAYWOOD COUNTY STATION: 13+16.68 -L- 51�IE M A. �e.�n'1 OEPARTh1ENT OF TRANSPORTATION R�LE✓N SINGLE 16'-2" x 5'-1" ALUMINUM BOX CULVERT 51°-00'-56" SKEW PEViS!6!5 � SHEEi �L1Fi IA BI� �!1[: ��� a EL 2499.68 PLAN VIEW NATIVE IdATERIAL CON4ST5 OF ldATERIAL THAT IS E%CAVATE� FRO!A THE STPEAId BE� Ai THE PROJECT SITE �URING COWERT CONSTRl1CTI0N.NATIVE EIATERIAL IS Sl1BJELT TO APPROVAL BY THE ENGINEER AN� IAAY BE Sl1BJELi i0 PER1.1Ii CONDITIO�JS. PROFILE ALONG � OF CULVERT 2496.22 PROPOSED ELEVATIONS EP INLET 2506.75 CENTERLINE ROA�I4AY 2506.83 EP OUTLET 2506.88 TOP OF HEADWAIL INLET 2506.77 TOP OF HEA�WALL Ol1TLET 250330 INVERi INLET 2999.68 INVERT OuTLET 299622 i � 'E Cl1LVERT SILL AND BAFFLE DETAIL I;otE: sILL A1:0 6AiFLE oEiA1L5 sHeLL BE PROVIDE� 0T ��nINPopUPEH PROJECT N0. 17BP.14.R.128 HAYWOOD COUNTY sTaTioN: 13+16,68 -L- � i r�F CULVERT I INLET VIEW STAGE II VQNG V13 NOT SHOYM FOR C�ARITY,SEE SHEET 2 OF 3 FOR A�DITIONAL DEiAILS. I r��' CULVERi I OUTLET VIEW STAGE 1 WING Y12 NOT SH04YN FOR CLARITY,SEE SHEEi 2 OF 3 fOR ADOITIONAL OETAI�S. PROJECT N0.17BP,14.R.128 HAYWOOD COUNTY sraTioN: 13+16,68 -L- ' -'. 'I' �lill '�, I i ill��: tW t � �an ��v 1 � IIfrtfi _--!^\ �� � ��i%�' ' - i i � i , ��7 i� � � � i. i � I� I� i li,) 'I I.� I i� I i li . ' i i �� �1 0� --� Ili��� I II 'll If � � � �. II li�' �I I III �.- o I -II II � s�l ` i ii -I-I �I _ I� I _ _ �I'-, Ifi I.,� I I I 1 1� � !—�_� 4_ � I I I���',I � � - �_!J �— � � � _, �� � �I ! I III �'�� � �I�� �� '� � � J i�,i. 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