20150768 Ver 1_Perquimans14_fender_plans_20150731

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LOCATION:
TYPE OF WORK
DESIGN DATA
PERQUIMANS COUNTY
#14 ADT 2012 = 7000
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PERQ UIMAI�S CO U1�lTY
PERQUIMA11tS COUNTY:
BRIDGE #14 ON US 17 SB OVER PERQUIMANS RIVER
REPLACEME11tT OF EXISTIIVG FE11tDER SYSTEM
VICII�ITY MAP - PERQUIMA11lS CO.
PROJECT LE11lGTH
PERQUIMANS COUNTY
#14 = 0.55 MILE
SI'ATE STATB PROIHCI' R8PER8NC8 N0. ��T '�'�'�'AL
NQ 8M68'18
Nn�e ° �
STATB PROl.N0. I.APRQI.NP D69CRIVTION
41732.8 P.E.
41732.8 CONST.
Prepored In ihe Offlce of;
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
STRUCTURES MANAGEMENT UN/T - PRESERPATION C�r REPAlR GROUP
1000 BlRCH RIDGE DR. R.9LEIGH, N.C. 276L0
TIMOTHI' M. SHERRILL, P.E.
PROJECT ENGINEER
2012 STANDARD SPEC7F/CATIONS
LETTIIVG DATE:
AUGUST 19, 2015
DocuSigned by:
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7/20/2015�
W. MATTHEW CLARKE, P.E.
PROJECT DESIGN ENGINEER

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30
20
10
0
-10
-20
80'-0"
� 7'-6i5/6" 7'-615/6" •
• 55'-103/6""
FRONT FACE OF
12" X 6" WALES
�
ELEVATION
BENT N0.28 BENT N0.29 BENT N0.30 BENT N0.31
TOTAL BILL OF MATERIALS
REMOVAL OF COATING 12%q"
EXISTING TREATED HP14X73 OF STEEL 12"x6"
FENDER TIMBER STEEL FENDER PIPE TREATE
MOBILIZATION SYSTEM PILES PILES SYSTEM PILES LUMBEF
LUMP SUM LUMP SUM LIN. FT. LIN. FT. LUMP SUM LIN. FT. LIN. FT
LUMP SUM LUMP SUM 840 576 LUMP SUM 3.420 864
� TO EDENTON _ _ _I _
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TAKEN ALONG � OF BRIDGE
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FENDER LAYOUT �
23-JUL-2015 15:31
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N0. 31
� � BRIDGE
� PERQUIMANS "80 _ TO ELIZABETH CITY
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FENDER
0 REMAIN
� DIMENSIONS SHALL BE FIELD VERIFIED
NOTE: THE CONTRACTOR IS ENCOURAGED TO
VISIT THE SITE FOR ADDITIONAL
INFORMATION ON THE EXISTING
FENDER SYSTEM.
GENERAL NOTES:
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 EOUIPMENT DATA SUBMITTAL,SEE
SUBMITTAL OF WORKING DRAWINGS SPECIAL PROVISION.
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 FENDER
REPLACEMENT SPECIAL PROVISION.
FOR STEEL FENDER REPLACEMENT,SEE SPECIAL PROVISIONS.
FOR AS-BUILT PLANS.SEE SPECIAL PROVISIONS.
FOR LOCATION OF NEW FENDER SYSTEM,SEE SPECIAL
PROVISIONS.
ALL BOLTS.WASHER,NUTS,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 SHA�L CONFORM TO SECTION 1082 OF
THE STANDARD SPECIFICATIONS OR AS NOTED ON THE
PLANS.
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 �UANTITY 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 REOUIREMENTS 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
REQUIRED 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 BOLTS SECURING TIMBER SHALL BE TIGHTENED TO
FULLY ENGAGE THE O.G. WASHER WITHOIJT EXCESSIVE
CRUSHING OF THE TIMBER FIBERS.
DocuSigned by:
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PROJECT N0. 41732e8
PERQUIMANS COUNTY
BRIDGE: 14

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17-JUL-2015 13:33
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FENDER LAYOUT
♦ DIMENSIONS SHALL BE FIELD VERIFIED
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PROJECT N0. 41732e8
PERQUIMANS COUNTY
BRIDGE: 14

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�. BRIDGE I
PER�UZMANS �„
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IEXISTING FENDER 3'-0" 8'-0" 7'-0" 6'-0" 3'-0" 12'-0" g,_p„ 3�-6' 2q--0'
TO REMAIN
� 24'-0' 24'-0„
I48'-0„
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— -1 - - - - - - - - - -�— - - - - - - - - - -
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I48'-0"
� 24'-0" 24'-0„
I/� EXISTING FENDER 6'-0" 12'-0" 6'-0" 6'-0" 7'-0" 7'-0" 4'-0"
�—, �—, � r, ,r, �, ^ TO REMAIN � �—, �—, � � � � � � � � � � � � � � � � � � � � � � 6 O„ 2q�_0,.
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17-JUL-2015 13:38
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PILE LAYOUT
6'_�„
15'-0"
15'-0"
NOTESo
ALL DIMENSIONS SHOWN ARE NORMAL TO
FENDER FACE.
THE CONTRACTOR SHALL INSTALL FENDER
PILES WITHOUT DAMAGE TO THE EXISTING
BRIDGE PILES.FENDER PILES MAY BE
SHIFTED WITH APPROVAL OF THE ENGINEER
IF INTERFERENCE IS ENCOUNTERED.
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PROJECT N0. 41732e8
PERQUIMANS COUNTY
BRIDGE: 14

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PROPOSED wALE —
ELEVATION SHALL MATCH
ELEVATION OF EXISTING
WALE. ( FIE�D VERIFY. )
A�
2'-0" WALE
SPACING (TYPJ
PARTIAL ELEVe VIEW OF MAIN WALL
LOOKING NORMAL TO FACE OF WALL
SFF 'PTI F I AY(IIiT"iHFFT
SEE DETAIL D
FOR WALE
CONNECTION
PARTIAL PLAN VIEW OF MAIN WALL
LOOKING NORMAL TO FACE OF WALL
17-JUL-2015 13:43
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12"X 6"VERT. TIMBER WALE (TYP.)
12" X 12" TIMBER WALE (TYPJ �
%8"0J X 20"BOLT (TYP.)
CONCRETE CAP �
(SEE NOTi ES)
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L3X3X3/e"(TYPJ
SEE DETAIL E
FOR WELD
DETAIL
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6 X 19 - %q "fd
GALVANIZED CABLE
(TYPJ
�/z" THK. X 12%4" O.D.
PIPE PILES (TYPJ
SECTION A—A
NOTESc
ALL BOLT HEADS SHALL BE LOCATED AT THE FRONT FACE
OF THE FENDER SYSTEM.
ALL BOLT HOLES SHALL BE 15/6"fd
ALL BOLTS IN STEEL TO STEEL CONNECTIONS SHALL BE
7/g"U X 3"ASTM A307 HEAVY HEX HEAD. WITH ONE HEAVY
HEX NUT AND ONE STD.WASHERS.
ALL BOLTS IN TIMBER TO STEEL CONNECTIONS SHALL BE
7/g"4 X 20"ASTM A307 HEAVY HEX HEAD.WITH ONE HEAVY
HEX NUT, ONE STD. WASHER. AND ONE OGEE WASHER
(UNDER THE HEAD).
AFTER DRIVING.ALL STEEL PILES SHALL BE FILLED WITH
SAND FROM THE GROUNDLINE TO AN ELEV.OF -0.5 FT AND
WITH CLA55 A CONCRETE FROM ELEV.-0.5 FT TO THE TOP
OF THE PILE.
IN THE 3-PILE CLUSTER,EACH OF THE THREE PILES SHALL
BE DRIVEN VERTICALLY AND AS CLOSE TOGETHER AS
POSSIBLE AS SHOWN IN THE PLAN VIEW.AFTER THE THREE
PILES HAVE BEEN DRIVEN,THEY SHALL BE DRAWN TOGETHER
AND WRAPPED WITH FIVE TURNS OF %4"PJ WIRE ROPE AT
THREE POINTS.THE WIRE ROPE SHALL BE SECURED WITH
TWO CABLE C�AMPS AT EACH END.
INSTALL ONE PAIR OF �3X3X3/e"KEEPER ANGLES ON EACH
PILE AT EACH GALVANIZED CABLE LOCATION.
AT HP14X73 SPLICE LOCATIONS,NOTCH 12"X 12"TIMBER
WALE FOR FIT-UP.
PLATE H
5�6�. ANGLE G
5�6„
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SEE DETAIL C
FOR PILE
TO WALE
CONNECTION
� eo�s (TYP.I PROJECT N0. 41732e8
VIEW X—X PERQUIMANS COUNTY
BRIDGE: 14
SHEET 1 OF 3
DocuSigned by:
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7/20/2015
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PLATE C
(TOP &
BOTTOM)
PLATE A
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PLATE B � Spp. �
(TOP & � °
BOTTOM) � °-
_ I� � OF SPLICE
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DETAIL A
CORNER SPLICE (4 REO'D)
PLATE C CAN BE USED FOR BOTH THE
UPPER AND LOWER LOCATIONS BY ROTATION
PLATE D
rPLATE E (TOP
/ & BOTTOMI
PLATE F
(TOP & BOTTOM)
• • I• • • • • • • •
�14X73 � / HP14X�
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DETAIL B
STRAIGHT SPLICE (4 REO'D)
PLATE F CAN BE USED FOR BOTH THE
UPPER AND LOWER LOCATIONS BY ROTATION
17-JUL-2015 13:48
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1/p" 7 SPA. an 3"CTS. 2"
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PLATE A
(I REO'D C� EA SPLICE)
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PLATE B
(2 RE�'D Ca EA SPLICE)
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2'-1%4„
PLATE C
(2 RE�'D Ca EA SPLICE)
5�8 •- j'L
s�8-- � � � OF SPLICE
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SYM. ABOUT �
1i�2�" 7 SPA. (a� 3"CTS. z„
2'-0�/�„
PLATE D
(1 REO'D (a� EA SPLICE)
2'-9„
1'-4
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SYM. ABOUT �
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PLATE E
(2 RE�'D Ca EA SPLICE)
4,_ti„
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PLATE F
(2 REO'D C� EA SPLICE)
� TIMBER ATTACHMENT BOLTS
INSTALLED IN THIS HOLE.
NOTE:THE CONTRACTOR MAY ELECT TO
USE 5/8" �' FOR PLATE B AND E
AT NO COST TO THE DEPARTMENT.
DocuSigned by: .••"'
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PROJECT N0. 41732e8
PERQUIMANS COUNTY
BRIDGE: 14
SHEET 2 OF 3

15"TIMBER PILES� 6 X 19- %4"Pl
GALVANIZED
CABLE
�
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DETAIL OF 7-PILE CLUSTER (DOLPHINS)
PILES 15'FROM ENDS OF FENDER SYSTEM
IN THE 7-PILE CLUSTER (DOLPHINS),THE CENTER PILE
SHALL BE DRIVEN VERTICALLY;AND THE SIX OUTSIDE
PILES SHALL BE DRIVEN ON A 1�/z:12 BATTER WITH THE
FINAL POSITION OF THE TOP OF THE PILE BEING AS
CLOSE AS POSSIBLE TO THE TOP OF THE CENTER PILE.
THE PILES SHALL BE DRAWN TOGETHER AT THE TOP AND
WRAPPED WITH FIVE TURNS OF %4"@ WIRE ROPE AT
THREE POINTS.THE WIRE ROPE SHALL BE SECURED WITH
TWO CABLE CLAMPS AT EACH END AND WITH ONE 3/g"� X4"
STAPLE PER TURN PER PILE.FASTENINGS SHALL BE
GALVANIZED.
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P�ATE H
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DETAIL C
ANGLE G
20-J11L-2015 11:05
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� PILE SPLI�
PP 12.75 X 0.50
STEEL PILE
PIPE PILE SPLICE DETAIL
� RECESSED �/8"fd X 20"
GALV BOLT WITH O.G. WA
ON TIMBER SIDE & STD
WA ON STEEL SIDE (TYPJ
12" X 6" VERT.
TIMBER WALE
ITYPJ
ti
12"x12" �
TIMBER `"
WALE �
3�/z„
HP14X73 (TYPJ
4„ 4„
11'/z„
DETAIL D
STRUCTURAL STEEL
ITEM UNIT �ENGTH SIZE N0. TOTAL
STEEL PIPE PILES LIN.FT. 60'-0" 12%4"PJ 57 3420'-0"
STEEL HEADERS LIN.FT. 24'-0" HP14X?3 24 576'-0"
TREATED TIMBER
ITEM UNIT LENGTH SIZE N0. TOTAL
TIMBER PILES LIN. FT. 60'-0" 15"PJ 14 840'-0"
TIMBER WALE LIN. FT. 24'-0" 12"X 12' 24 576'-0"
TIMBER VERTICAL LIN. FT. 9'-0" 12"X 6" 96 864'-0"
STRUCTURAL HARDWARE
ITEM UNIT N0. TOTAL
6 X 19 - 3/4"(d WIRE ROPE (GALV) 95 LBS/100' 2573'-0' 2445 LBS
%q"CABLE CLAMPS (GALV) 160 LBS/100 252 403 LBS
3/e"X4"STAPLES (GALV) 83 LBS/100 192 159 LBS
L3X3X3/a"X2"LG KEEPER (PAINTED) 120 LBS/100 342 410 LBS
%q"PJ X 3" BOLTS (A307) (GALV) 80 LBS/100 1712 1370 LBS
%g"PJ X 20" BOLTS (A307) (GALV) 370 LBS/100 576 2131 LBS
%q"�J HEAVY HEX NUTS (GALV) 26 LBS/100 2288 595 LBS
%g"� STD WASHER (GALV) 15 LBS/100 2288 343 LBS
%8"�J O.G. WASHERS (GALV) 150 LBS/100 576 864 LBS
PLATE A(S�g' �') (PAINTED) 104 LBS/EA 4 416 LBS
PLATE B('/p" �l (PAINTED) 52.2 LBS EA 8 418 LBS
PLATE C(5/8" Rl (PAINTED) 54.3 LBS EA 8 435 LBS
PLATE D(5/g" �l (PAINTED) ]04 LBS EA 4 416 LBS
PLATE E('/2" �'> (PAINTED) 51.4 LBS EA 8 411 L85
PLATE F(5/g' �') (PAINTED) 57.4 LBS EA 8 459 LBS
ANGLE G (PAINTED) 12.8 LBS EA 114 1459 LBS
PLATE H(� "�') (PAINTED) 21.6 LBS EA 114 2465 LBS
DETAIL E
DocuSigned by:
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7D18EAE39C3441A._
7/20/2015
5 TURNS OF
6 X 19 -%q"PJ
GALVANIZED
CABLE
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PROJECT N0. 41732e8
PERQUIMANS COUNTY
BRIDGE: 14
SHEET 3 OF 3