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Home My WebLink About20150767 Ver 1_Bridge9_fendersystem_20150731N � � d` r w. _J 1��1 � � 0 � A � V � � O � DARE COUNN #9 ADT 2012 �°1[°.�7C1C �1� I`�Q�1�°Il°1H[ ��1��1L]�I�T.� � ` d5b\V"][51[��'3 �1F ��Qs][�VY��Y"� �. U ��- DARE COU11lTY LOCATION: DARE COUIVTI'.• BRIDGE NO. 9 ON US64 ACROSS CROATAN SOUND TYPE OF WORK: REPLACEMENT OF EXISTING FENDER SYSTEM DESIGN DAT.9 = 1,800 VICINITY MAP - DARE CO. DARE COUNTY BRIDGE #9 PROJECT LENGTH = 2J02 MILES Pie(ure0 /n I/e 0!(lre W: DEPARTMENT OF TRAIVSPORTATIOlY sTx cT DIVISI0IV� OF HIGHWAYS cRO p TIMOTHY M. SHERRILL, P.E. 1013 STAaD9GRD bPEC'IFICAI]ONS LETTMG DATE: AUGUST 19, 2075 � � isi9nun �.,1�' �U�t�i� 9w. [��. i�r�:re+�aarz�... '- . 40257 : _ 5 �i''•. F�'CINEF-�: ��a 7/16r2,;��rHEW L�"o'�,,. W. MATTHEW CLARI(E P.E. PROJECT DESfGN ENG)NEER + SO BENT N0. L3b 9C - ° so = � ?o = 10 - � — I u — / I � __ — '__ _'L' '__"__"__'__' 20 - � BEUT V��. L3`o � � � f0 MANNS HARBOR eENT No.isz a�Nt No.�3a � � 3-NT NO.137� ��TE:THE PFOPOSED FENCIER SYSTEM IS SIMILAR i0 THE EX251'ING FEN�Kq,7FE �ONTRACI'OR IS ENCOLRAGE� '0 VISIT THE SI:C F�R PDDI-ION4` INFORWATION ON T�E FX:ST_N� =ENpER SY_-EM. � i� � PLAN 90,�..,,,, TY"P.) n u BENT N0.139 � � II \ '__"'__"______ "I'_ "___'____'_ ♦ DIMENSION SHA�L 6E FIE�D VERIFI_D � �'y 6EV- u,1.I�N N /� I , ( J.. BENT N0. ;39 t�� li� � TO MANTEO _ � GENERAL NOTES: Foa �aoa�zNnrzoN wa�H �He us.consT eunao,see saeriA� PROVZSZOns. Foa uavtcarioNa� ��_cn�rs.see sr�e�_n� caovxsroNS Foa caoROiNATioN wiTH rHE cs.coasr c;�ARO. Foa secuRZNC oF vesse�s,see sPecza� aaovzszovs. FOR MAINTENANCE OF WATEF TRAFFIC.SEE SPECIAL PROVISIONS. FOR REMOVAL OF EXSSTSNG FENDER SYS�EM,SEE SPECIAL PPOVISIONS. FOR PILE �RIVING Epll'PMCNT �ATA SUBMiiTAL,SEE SUBMITTAL OF WORKiNG �RAWINGS SFECIAL PFOVISION. FCR Sl18MI1TAL OF WORKING �RAWINGS.SEE SPECIFlL P40VISIONJ. FOR CRANE SAfETY,SEE SPECIAL PROVISIONS. FOR WORK IN.OVER OR ADJACENT TO NAVIGABLE WATE3S, SEE SPECIAL PROVISIONS. FOR WIRE ROPE FOR :ENDEk SYSTEM,SEE FENDER REPLACEMENT SPECIAL PROVISION. FOR FEN�ER REPLACEMENT,S�E SPECIAL PROVISIONS. FOR AS-BUILT PLANS,SEE SPECIAL PROVISIONS. FOR LOCATION OF NEW FENDER SYSiF_M.SEE SPEC?AL aROVrszoNS. ALL BOLTS.WASHEF.NUTS.AND ALL OTHER HAFDWAFE SHALL EE GALVANIZED AND SHALL BE GRADE A-30�. r-pLVAMIZING SNA�L BE DONE IN ACCOR�ANCE WITH SECTIDN 1016 OF NCDOT STANDARD SPECIFICATIONS FOR ROA� AND STRl1CTURE� DATED JANl1ARY 2012. ALL O.G.WASHERS SHALL CONFORM TO ASTM A4� CLASS 30. ALL iREAiE� WMBER SHALL CONFORM 'f0 SECTION ]082 OF' THE STAN�AF� SPECIFICATIONS Oft AS NOTE� ON THE P�ANS. iH[ CONTFACTOR SHALL RELOCAiE iHE CLEAFANCE MARKER AT EOTH ENOS OF THE FENDER SYSTEM TO THE LOCATION �ESIGNATED BY THE eNGINEER. THF. CONTRACTOf? SHALL VISIT THE JOB SIT: AN� CHECK THE MATCRIALS AN� THE OIIANTITY NEEDED TO COMPLETE ALL THE WGRK I!: ACCORDANCE WITN �HE PLANS,PROJ�CT SPECIFL PRGVISIONS.AN� TFIE NC�OT T4N�AR0 SPECIFICATIt1N> FpR ROADS AND STRl1CTURES DATED JANUARY 2012. THE CONTRACTOF SHALL BE �ESPONSIBLF. FOR FJLFIL�ING eLL T�iE RE�UIREMENTS OF THE NCDOT STANDARD sPECiFicaTroNS FoR Roaos aNO sraucruaES oaieo JANt1ARY 20L2,EXCEPT AS OTHEFWISE NOTEp ON Ti�iC I'LANS AN� SPECIAL PROViSIONS. Ai LOrq1I0NS WHERE EXISiING AND PROPOSE� PILING COINCIDF.SOME OR ALL OF EXSSTING PSLING MAY BE REOUIRE� TO BE Fl1LLY P,EMOVED.IF THE EXISTING PILING BP.EAKS IJPON ZNIiIAL EX7RACiTON.WIiH iHE ENG'_NEERS APPROVAL PROPQSE� PILING MAY BE SHIFTE� NOMINALLY TO AVQI� BROKEN,E%ISTIN6 PILES. iH[ PROPOS-e� FEN�ER �ACE OF NEW FCN�ER SYSiCM SHALL MATCH THE �XISTING FENDER FACE OF THE EXISTING FENDER SYSTEM.DIMENSIONS SFOWN ON THE PLANS ARE FROM PFELIMINARY FIEL� MEASl14EMENTS AND SHFlLL BE �IELD VERI�ICD PRIOR TO FABRICATING AND/OR OCTAINING MATERIALS. ALL �O�IE Hrpp TIMBEF 90LTS SFIAL� BC TIGHTENE� TO Fl1LLY ENGAGE TI!E Q,C. WASHE� WITHOl1T EXCESSIVE CRUSHING OF THE T�M6ER =IBERS. TOTAL BILL OF MATERIALS PROJECT N0. 41732.7 R�Xt°siiN°c� r�eAro ioxe° »°x�a- ca�vaNZZeo DARE COUNTY BHIDGE�MOBILIZAI�ON FcNDER TIMBER r=LS �REATF� TREpTE(J STEEL PTPE HARfJWARF. srsreM �aMeeu wMaeR Pr�ES BRIDGE N0. 9 UAHE ' �9 LUMP SUM ��.uN° SIJM 13.320 LIN. FT. 2.30e ;_IV. FT. I80 LIN. FT, 7_q0 LIN. FT. 5.5�3 L65. � nisi9natfny�. �V"�V.AQK'l P'�L. �C- e OQ:��Nc�C4vH�D��w�� i�r�:ra+�aar-z�... ;�sen��'�: ! <025i ' p �°t'f Pi = a ncrcfi:.� e f 7/16/2015 `"+°j'�cw��F + a -� - - , - - - -r _� _ �� __� � 1 I � ♦ DIMENSION SNALL BE FIEL� VERItIED PROJECT N0. 41732.7 °, FENDER LAYOUT DARE couNTr BRIDGE N0. 9 � �n�9�,��, �: ,,. �f�l0.wt �1.. ��. >a�`" `�,�,� �i�r�.ne+�aar•z�... sen� <025i ' p 's�''•eM1Gm,i;P�'e E qi .... 7/16/2015 �"^T'„Ew.`^'� + + s Pi�e �-ws1�R � �z��- �-usTE� SEE 'FENOER �YSTEM oeTaz�s� sneel � i �_�F cwsteR sEE ��FENOE� srsTEh� oFTni�s° sneet _ _ n 2 9 ��_ ��ST >ee °.Fn�oFa sr>•a..ti oe-n_�s��sHeGT ii� r ��3ENT N0.138�� I 5'-6"I 5' �- r BFIUCE � & FOOTIN�S Z A�� olveNSioN; srcwn nr�e No�a�n�_ ro � ��,�� . ^ -. - —1 15%-J„ � \ ` 9 PI'�E rLUSTER SEE "FE�LEk SYSfEM � DETAILS" SHEE` � PILE CLLISTCR � � — � PILE CW_RE4 PILE LAYOUT s�E rFENnEausrsTEU oern��s° sHeer ,��,}�: V"{VAAQN'l P�. [f.A��i.� Op��1SCS4H0�w�� 1CC?:CO�Cr.if%:i... '��SEGL' '. � <025i ' p 's�''•eM1Gm,i;P�'e E qi .... 7/16/2015 `'�,°jr„Ew �„psF � 9 PILE GLUSTER C�� ' FEN�[F S'!51tM 7�TAILS" SI-EET �1732.7 DARE CouNTr BRIDGE N0. 9 + _� � IS" TIMo-R PT..F �'A �' B � � � �.� _a. � � 10�zU��,R,W�b o„ �--►A L—► B TYPICAL PANEL �a-x �o X �-6--� � riMeER HEaoER � Tra_-. ao�T e x�e -%°� ca! vnNrzEO c ya°a x r-e° � — oos�E Htnu �rrae-z ao�1 S=IKE TYPE-3 BOLT SEE 9EiAI- "i� — �ivpE-9 BD�_I . � —TY?� ' BOLiS � �PROPOSED WALE ELEVATION SHALL MATCH ELEVAiIGN OF EXISTING WALF. IFTEL� VERTFY) IS"BAi7-RE� — T�M3-F BFACE � y�\� (� � IS"VER`.TIMBE� �ILE L5"RAi ':LE ' \/ U T:M�JER SECTION A-A 6X�9-i�g- GALVANIZED CABLe 15"VERTICAL- TIMBCR P=LES `r�„w s�x �6,-0„� VIEW X-X zv_F� wA�rs (TY°.I BATTERED TIMBER eRACE PILE � �"B x L,_3„ DOME HEAD SPIKE (1'YP.1 15"BATTERE� TIMBER — BRACE PILES ,� ]0"x LO"H l'-b" TIMBER HEADER I/ II \ I �� r'iMeE�'�:�ES Z :0^ x E"X 16'-0" TIMBER WAL�S VIEW Y-Y SECTION B-B % °0 z 1 _3� ME HEAD SPIKE (TYP.) 10"X 5"X 16'-0" WALES (TYP.I 'OSE� WAtE E�EVATION L MATCI'. CLCVATION OF Ex�sTrN� WA�E. �Fie�o veRrFVi 'ERT. TIMCiER PILE ��/q°O �OME h','_AU-� T?MBF.R B01._TS �/ ��\.i.. �� c'�T— --- DETAIL "A" NOTES° ALL DOME HEA�S SHA�,.L RF IGCATFi� AT THE �RONT FACF, 0� THE FENDER SYSTEM. ON THE BACK SI�E OF �E�I�ER SYSTEN TNE BOLTS 6G`ING TFIROIJGH VERTICAL AN� 9PiiERE� PILES SHALL BE ftCCESSC� TO ALLOW THE WASHER/Nl1T TO LIE FLUSH AGAINST THE PILE. PILE CWSTERS CONTAINZNG 1HREE PILES SHALL BE WRAPPE� W:T4 THREE TURNS OF 6 X 19 -%"S� GALVANIZE� CABLE AT LOCAiION SPECIFIE� AN� SECl1RED WI1'H %"e X 9"GALAVANI2�0 ST4PLES PN� iW0 WIRE CLAMPS AT EACH END. SiAGGER �IMBEft WALES 1� iHE MAIN WALL 50 i:1Ai AtTEFNATF JOINTS EREAK F.ACH PSLE. BOLT TYPE TABLE BOLT TY?� LFNGT4i L 24„ 2 34„ 3 38„ 4 42„ ALL BOLT TYPES ARE �"a �]OME HEADED TIMBER 30L�S WIT�i O.G. WASHER & HEAVY HEX �'UI nisi9nen ny�. V"�V.AQK'l �'�L. [f.A��C� ,N�C4Fp(,Wi,O. �cs�n,� a$ i�ra�r�e+�aarz�... - sen��' � ': aozsr ' F '-t`..e a: * y.:M1Cm�:.� �f 7/16/2015 °*�.;rrryEw'c sF PROJECT N0. 41732.7 DARE couNTr BRIDGE N0. 9 z�°cn�vANizeo � srEE� Pr�E � 6 X 19-%°e ]5" TIMBER PILES � 'A� 4? LEZE� � � DETAIL OF 9-PILE CLUSTER (DOLPHINS) PILES 15'FROM ENDS OF FENDER SYSTEM eic�r ra�outszoe Nr�es to ee eoun��v sr�nc=_o oN A r Fr. ciRC�e ANO anTrFREO i'/:iz.oanw ,oe=laFa ar ToP nNO wi-H 3 Tl1RN5 OF 6 X 19- %"0 GALVANIZED CABL AT 1'-6"AN� 4'-6" �ROM iH`e TOP OF CLUSTER.CABLE S4ALL BE SECIJREO WITH �"� X 9" GALVANIZED STA?LES AN� THREE WIkE CLAMPS AT EACH END. AFTCR INST4LLATION, FIL G4L4VA;JiZ[p STeC! PILE YJITI�I SAN� TO AN ELEVATION 5'-0"FROM THE TOP OF T4-._ a'L& TNE REMAINING PORiION OF �HE P1LE IS i0 BE FILLE� WITH CLASS A C6NCRETE. 6 X 19-%"B GALVANTZEO CABL'e LS"TIM3tR PILEt� -%"� x I'- LlO�IE H�AG 5�'-KE (TYP.I LO" X 6' S 16"-0" -I`ABER INALES ITW.) DETAIL OF 7-PILE CLUSTER (DOLPHINS) PILES AT ENDS OF FENDER SYSTEM 5?X (6)OlITSiDE PILES TO BE EOUAL�Y SPACED ON A 6 FT.CIRCLE AND �R4WN TOGET4{ER 4T TOP,WFAPPE� WITH 3 TURNS OF 5 X 19 -%^@ G4LVANIZE� CACiLE AT '-'-L°AN� 5'-1"FROM TOP OF CLLISiER. CABLE SHALL BE ��°uero wrTN /^e x a^cA�vaNZZeo s�aP�es ANO TNaee wi� anMPS nr eacn �NO. a�� ai�es sr+a�� ee vearicA�: coNSl�uc1 oo�aHiN so FACe oF FeNOee is veRrzcA��v 'LUMB. STRUCTURAL TIMBER ITEM �NIT LENGTH SIZE N0. TOTAL I5"TREATED LIN.FT. 60'-0" LS" 222 I3,320'-0" TIM9ER PTLE LO"x 6" �6'-D" 19"X 6" 144 2.304'-0" TREAT[� TIM3�R LIN.FT. l0"X LO" LIN. FT. 7,_6" LO"X LO" I� 180•_9" TREAiE� iIMeCR - STRUCTURAL PILES zT�M uNZT �evcrri srz� I No. I 1oTn� �P z9xo.so ca�vaNZZeo Lza.F-. eo�-o° za° � a� zac._o„ ,rF�� Pn_e TaReao PaovroE F_�vs oe l4 � � SOIJARe 54ANK5 F� � TYPICAL DOME HEAD TIMBER BOLT A�� o-t7 neaos musi ee iN -o�� oNraci w-rn ree suar'nce �- TH= 'IMBER PILES OF WALES. �_e:�c�r- �si-or s�� e� m� ' cawA�zz�� 1 Nan f �� TYPICAL DOME HEAD DRIVE SPIKE P�_L f1�T✓E SPI%CF H A�.S 41UST BE SN �JLI.. CQN-PC= WSTH ?HF Sl1RF4 _ JF THE TIN�cR FILES OR wALES. Cn�9i��m r,y�: r+ �f�.l0.+�i �i-, f l.,p�+��- i�r�:r�e=�aar•z� . �...•P H L4R0� �ces � 2' � � � :��SE� �'. � 7/16/2015 ' aozst . : 9.� qjAGINcF;Q..'��s �'e.��HEWw s� PROJECT N0. 41732.7 DARE couNTr BRIDGE N0. 9