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Home My WebLink About20170218 Ver 1_Proposed Fender Bertie#7_20170220+ � 50 40 30 20 10 0 —10 —20 —30 BENT N0. 16 APRROXIMATE WATER LEVEL ------------------------------------------------------- ------ APRROXIMATE BED ELEVATION � BENT�� N0. 16 I 0 � � M BENT N0. 17 ♦ 10'-67/8" ♦ $3�-103�6„ FRONT FACE OF 10"X6"WALES ♦ 10,_67�8„ BENT N0. 18 ELEVAT ION TAKEN ALONG � OF BRIDGE BENT N0. 19 .,. .--• ,,. .--• .- ,,. ... ... .--• .,. .--• .,. .--• .,. .--• .--• .- ••. �•. TOTAL BILL OF MATERIALS REMOVAL OF 10"X6" TREATED 15" TREATED MOBILIZATION EXISTING FENDER LUMBER TIMBER PILE HARDWARE SYSTEM LUMP SUM LUMP SUM 1,536 LIN. FT 7,320 LIN. FT 4,493 LBS 06-FEB-2017 16:18 S:\PRS\POC\Squad C\Fender_Jobs\BERTIE7_41732.10\BERTIE_7_TOTAL.dgn gdickey FENDER LAYOUT 0 � � M NT 18 :�: �. ♦ DIMENSIONS SHALL BE FIELD VERIFIED � � NOTEeTHE PROPOSED FENDER SYSTEM IS SIMILAR TO THE EXISTING FENDER.THE CONTRACTOR IS ENCOURAGED TO VISIT THE SITE FOR ADDITIONAL INFORMATION ON THE EXISTING FENDER SYSTEM. � � BENT � N0. 19 GENERAL NO T ES� FOR COORDINATION WITH THE U.S.COAST GUARD,SEE SPECIAL PROVISIONS. FOR NAVIGATIONAL LIGHTS,SEE SPECIAL PROVISIONS FOR COORDINATION WITH THE U.S. COAST GUARD. FOR SECURING OF VESSELS,SEE SPECIAL PROVISIONS. FOR MAINTENANCE OF WATER TRAFFIC,SEE SPECIAL PROVISIONS. FOR REMOVAL OF EXISTING FENDER SYSTEM,SEE SPECIAL PROVISIONS. FOR PILE DRIVING ECIUIPMENT DATA SUBMITTAL,SEE SPECIAL PROVISIONS. FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONS. FOR CRANE SAFETY,SEE SPECIAL PROVISIONS. FOR WORK IN,OVER OR ADJACENT TO NAVIGABLE WATERS,SEE SPECIAL PROVISIONS. FOR WIRE ROPE FOR FENDER SYSTEM,SEE SPECIAL PROVISIONS. FOR FENDER REPLACEMENT,SEE SPECIAL PROVISIONS. FOR AS—BUILT PLANS,SEE SPECIAL PROVISIONS. FOR LOCATION OF NEW FENDER SYSTEM,SEE SPECIAL PROVISIONS. ALL BOLTS,WASHERoNUTS,AND ALL OTHER HARDWARE SHALL BE GALVANIZED AND SHALL BE GRADE A-307. GALVANIZING SHALL BE DONE IN ACCORDANCE WITH SECTION 1076 OF NCDOT STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES DATED JANUARY 2012. ALL O.G. WASHERS SHALL CONFORM TO ASTM A47 CLASS 30. ALL TREATED LUMBER SHALL CONFORM TO SECTION 1082 OF THE STANDARD SPECIFICATIONS OR AS NOTED ON THE PLANS. INSTALL PILES TO AN ELEVATION OF 25'BELOW THE BED ELEVATION IF SUBSURFACE CONDITIONS ALLOW. THE CONTRACTOR SHALL RELOCATE THE CLEARANCE MARKER AT BOTH ENDS OF THE FENDER SYSTEM TO THE LOCATION DESIGNATED BY THE ENGINEER. THE CONTRACTOR SHALL VISIT THE JOB SITE AND CHECK THE MATERIALS AND THE CIUANTITY NEEDED TO COMPLETE ALL THE WORK IN ACCORDANCE WITH THE PLANS,PROJECT SPECIAL PROVISIONS,AND THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULFILLING ALL THE RE�UIREMENTS OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012,EXCEPT AS OTHERWISE NOTED ON THE PLANS AND SPECIAL PROVISIONS. AT LOCATIONS WHERE EXISTING AND PROPOSED PILING COINCIDE, SOME OR ALL OF EXISTING PILING MAY BE RE�UIRED TO BE FULLY REMOVED.IF THE EXISTING PILING BREAKS UPON INITIAL EXTRACTION.WITH THE ENGINEER'S APPROVAL PROPOSED PILING MAY BE SHIFTED NOMINALLY TO AVOID BROKEN,EXISTING PILES. THE PROPOSED FENDER FACE OF NEW FENDER SYSTEM SHALL MATCH THE EXISTING FENDER FACE OF THE EXISTING FENDER SYSTEM. DIMENSIONS SHOWN ON THE PLANS ARE FROM PRELIMINARY FIELD MEASUREMENTS AND SHALL BE FIELD VERIFIED PRIOR TO FABRICATING AND/OR OBTAINING MATERIALS. ALL DOME HEAD TIMBER BOLTS SHALL BE TIGHTENED TO FULLY ENGAGE THE O.G.WASHER WITHOUT EXCESSIVE CRUSHING OF THE TIMBER FIBERS. ��.��v,,,�. ��,o��N CARp��•.,�� .'�� •' ��(��; � ��,'. = '��SEAL ' = : - = 40257 = - • : =�: .��- .' ' .F�►��' �,� .. .,��, •• ,p ��• •.,��4 ,rHEW• L;��.. .,►��.• PROJECT N0. BERTIE :3��Ie��rL�� q 1732010 7 COUNTY � \ � � I \° M � � 14,_1��Q„ J V V V V V � BENT N0. 17 06-FEB-2017 16:18 S:\PRS\POC\Squad C\Fender_Jobs\BERTIE7_41732.10\BERTIE_7_TOTAL.dgn gdickey CHANNEL OF R ANOKE RIVER c n, n„ FENDER LAYOUT 73°00'00" ( TYP. ) J V V V V V � .--� Q � _ � � Q w �"� Z .-. �' W � J �-�- W w o z �z z ow a w� _ _ U QO � � a w W �U J wQ U � I..� � �O \ w~ N � � .--� O v � oo``'�N CARO''�•, �`°��E SS/ � ��yq �' : : � °�•: ° ' Q SEAL - = 40257 ° ' �v ' � �F!�'GII�E��.`'�,` , . ''�.,,,q ; ,HE W"G,?,° ,,,,, � PROJEC T No. q 17 3 2 010 BERTIE CouNTY BR I DGE N0. 7 + � 7 PILE CLUST SEE "FENDER DETAILS" .\ .` .� .\ �, . , �` �,, � �' , ,. � - , ,� � � , � , � � � 06-FEB-2017 16:18 S:\PRS\POC\Squad C\Fender_Jobs\BERTIE7_41732.10\BERTIE_7_TOTAL.dgn gdickey MATN WAI I PILE LAYOUT NOTESo FOR FENDER TYPES SEE "FENDER SYSTEM DETAILS" SHEET. ALL DIMENSIONS SHOWN ARE NORMAL TO FENDER FACE. . .�� - � �, , . � . � , ,� � . � `� , �' � ,� �� / . , . . , ., , . , . , . . ,. �ER ��..��.,,, .�°�p��N �aR��/��''• :�,, � � �� q ,,,�: ' �� SEAL " _ _ = 40257 = - • : ,�� .� �v �• � � F!�C;11�1E��`' Q`�` �• ''.'11,4 • Q. ,�. .,��,, TyE � • L; �� ..,,..,,,,,,,.. PROJECT N0. BERTIE :3��Ie��rL�� q 1732010 7 COUNTY + � I � � A X X 8i_ou 1 J I 11VIUL1 \ A PILE ( TYP. ) PARTIAL E�EV� VIEW OF MAIN WALL 10" X 6" X 16'-0" WALES (TYP.) PROPOSED WALE ELEVATION SHALL MATCH ELEVATION OF EXISTING WALE.(FIELD VERIFY.) 15" VERT. TIMBER PILE LOOKING NORMAL TO FACE OF WALL ADJACENT SECTION OF WALL NOT SHOWN FOR CLARITY 7/8"Q� x 1,_3„ �DOME HEAD SPIKE AT TOP CONN. (TYP) � � SECTION A A 4 12 6 X 19-5/8" � GALVANIZED CABLE 15" BATTERED TIMBER BRACE PILE �8 ��QS x 2, _ 0,. DOME HEAD BOLT (TYP.) 15" VERTICAL - TIMBER PILES 06-FEB-2017 16:18 S:\PRS\POC\Squad C\Fender_Jobs\BERTIE7_41732.10\BERTIE_7_TOTAL.dgn gdickey � Y 15" BATTERED TIMBER BRACE PILE � vlEw x-x � nT� r r�� c-rrn 6 X 19-5/8"QS GALVANIZED CABLE 15' TIti 7�g "Q� X 2, _ O„ DOME HEAD BOLT (TYP) (DOME HEAD SPIKE AT TOP CO 1C��QATTCDCf1 TTAAQCD VIEW Y-Y VIEW Z-Z FACE 4T ANIZED H THE LAMPS WITH 'ILES 6 X 19 - 5/8" Q� GALVANIZED CABLE �8"QS x 1'-3" E HEAD SPIKE (TYP) SIX (6) OUTSIDE PILES TO BE ECIUALLY SPACED ON 6 FT.CIRCLE AND DRAWN TOGETHER AT TOP,WRAPPED WITH 3 TURNS OF 6 X 19-5/8" QS GALVANIZED CABLE AT ELEVAT IONS +4.25 AND +8.75. CABLE SHALL BE SECURED WITH 5/8" X 4" GALVANIZED STAPLES AND THREE WIRE CLAMPS AT EACH END.ALL PILES SHALL BE VERTICAL. 7/8"Q1 x 2,_�„ �IE HEAD BOLT (TYP) AD SPIKE AT TOP CONN.) ��`��,�N' � aR0 ��i �.� p� . .... , ��y ,,� ; ?: �Essia� q '-. , , : :: Q� : " SEAL _ � = 40257 c : • . - �t. .: �v • :,�. FtiGINE��' �� : .��q • Q, �. ��'�i� rHEW . G� �� '�•nn n n•�`• PROJECT N0. COUNTY :3��Ie��rL�� SHEET 1 OF 2 q 1732010 BERTIE 7