20180724 Ver 1_Bladen 16-17 Debris Deflector Plans - Signed_20180809

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LOCATION:
TYPE OF WORK
DESIGN DATA
BLADEN COUNTY
#16 ADT 2015 =11,000
#17 ADT 2015 =11,000
STATE OF NORTH CAROLIN�
DIVISION OF HIGHWAYS
BLADEI� CO U1�TY
BLADE11t CDUNTY:
BRIDGE #16 ON US HWY 701 (NORTHBOUND) OVER THE CAPE FEAR RIVER
BRIDGE #17 0111 US HWY 701 (SOUTHBOUND) OVER THE CAPE FEAR RIVER
BRIDGE PRESERVATION - EXISTING DOLPHIN REMOVAL,
SUBSTRUCTURE DEBRIS DEFLECTORS
VICINITY MAP - BLADEIV CO.
PROJECT LENGTH
BLADEN COUNTY
- #16 = 0.223 MILE
- #17 = 0223 MILE
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.0 15006.100923�
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DEPARTME11tT OF TRANSPORTATI011r
DIVISIOIV OF HIGHWAYS
STRUCTURES AIANAGEMENT UNIT
1000 BIRCH RIDGE DR. R4LEIGH, N.G 276J0
A. KEITH PASCHAL, P.E.
PROJECT ENGINEER
2018 STAVDARD SPECIF7CATlONS
LETTING DATE:
DocuSigned by:
TIMOTHY M. SHERRILL, P.E.
PROJECT DESIGN ENGINEER
12�2��2�17

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LOCATI011I:
TYPE OF WORK
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BLADEII t CO U1�T Y
BLADE11t COUNTY:
BRIDGE #16 011t US HWY 701 (1VORTHBOU11tD) OVER THE CAPE FEAR RIVER
BRIDGE #17 01V US HWY 701 (SOUTHBOU11tD) OVER THE CAPE FEAR RIVER
BRIDGE PRESERVATION - EXISTING DOLPHIN REMOVAL,
SUBSTRUCTURE DEBRIS DEFLECTORS
1
IA
S-1 THR U S-9
S1V
I11tDEX OF SHEETS
91'AT8 9TIl'B P0.0IBLT REPER6NCB N0. BM88T Ttll'AL
NQ BN84M
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8TAT8 PROI.N6 P.APROI.ND UBBC111V1'ION
15006.1009234 P. E.
15006.1009234 P.E.
15006.1009234 CONST.
TITLE SHEET
INDEX OF SHEETS
STR UCTURAL PLANS DEBRIS DEFLECTOR - BRIDGE 16 £� 17
STA11lDARD NOTES

+
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SPAN A SPAN C SPAN E SPAN G
SPAN B SPAN D SPAN F SPAN H
FIX EXP. FIX EXP. FIX EXP. FIX EXP. FIX EXP. FIX EXP. FIX EXP. FIX EXP. EXP.
— — — — — — — — — — — — — — — — —
�
�
�
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�_ �
�. �- — � –�
END BENT 1 EXIST. GROUND
LINE
BENT 1 BENT 3 BENT 5 BENT 7
BENT 2 BENT 4 BENT 6 BENT 8
SPAN A SPAN B SPAN C SPAN D SPAN E
FIX EXP. EXP. EXP. EXP. EXP. EXP. EXP. EXP.
�
� �
END BENT 1 — —�—
EXIST. GROUND �
LINE
BENT 1 BENT 2 BENT 3 °S BENT 4
� Ti!-�S
SCOPE OF WORK
- REMOVAL OF EXISTING DOLPHIN PILES
- CONSTRUCTION OF DEBRIS DEFLECTORS
DRAWN BY : R.L.PUTEK DATE : 12/1T
CHECKED BY : T.M.SHERRILL DATE : 12/li
SESEss5Y5TIMEsSssB
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EXP. EXP.
BENT 5
SPAN I
FIX
SPAN J
APPROX. AVERAGE
WATER SURFACE
ELEV. = 22.0'
FIX
\
� � — — —
� —
BENT 9
BENT 10
SECTION ALONG � ROADWAY
BRIDGE 080017)
SPAN F
�
�_
SPAN G
FIX FIX
APPROX. AVERAGE
WATER SURFACE
ELEV. = 22.0'
_ ��_—_��
BENT 6 BENT 7
SECTION ALONG � ROADWAY
(BRIDGE 080016)
SPAN K
SPAN H
I HEREBY CERTIFY THAT THIS STRUCTURE WAS REHABILITATED
ACCORDING TO THESE PLANS OR AS NOTED HEREIN.
RESIDENT ENGINEER DATE
NOTES
GENERAL DRAWING INFORMATION IS TAKEN FROM THE
ORIGINAL PLANS AND THE ROUTINE INSPECTION REPORT
DATED 10/18/2016 B RIDGE 0800171AND 10/19/2016
cBRIDGE 080016).
BRIDGE ORIENTATION CONFORMS TO EXISTING BRIDGE
PLANS.
SPAN M SPAN 0 SPAN �
SPAN L SPAN N SPAN P
EXP. EXP. FIX EXP. FIX EXP. FIX EXP. FIX EXP. FIX EXP. FIX
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END BENT 2
BENT 11 BENT 13 BENT 15
BENT 12 BENT 14 BENT 16
SPAN I SPAN J SPAN K SPAN L
EXP. EXP. EXP. EXP. EXP. EXP.
!
BENT 8
BENT 9 BENT 1
DocuSigned by:
TB,""'�at.) �;� ARo<�
: ��•�FS$/p' ��9 =,
= . Q_ �'; ;
_ � � SEAL =
= 18565 =
:�oj F'vGiNEF;`�•�e :`
,,' yy M. S�,F, `�,
,�����,,,,,,,
12/20/2017
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
EXP. EXP. FIX
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END BENT 2
0 BENT 11
PROJECT No,1500601009234
B�ADEN COUNTY
BRIDGE NOe 16 & 17
SHEET 1 OF 2
STATE OF NORTH [AROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
GENERA� DRAWING
FOR BRIDGES ON
U,S, HWY 701 SOUTHBOUND AND
UoSo HWY 701 NORTHBOUND OVER
THE CAPE FEAR RIVER
REVISIONS SHEET N0.
N0. BY: O/+iE: N0. BY: DATE: S-]
/,I �i TOTAL
U NJ SHEETS
� 4 9

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NOTES
GENERAL DRAWING INFORMATION IS TAKEN FROM THE
ORIGINAL PLANS AND THE ROUTINE INSPECTION REPORT
DATED 10/18/2016 B RIDGE 0800171AND 10/19/2016
cBRIDGE 080016).
BRIDGE ORIENTATION CONFORMS TO EXISTING BRIDGE
PLANS.
� CAPE FEAR RIVER
TO ELIZABETHTOWN '� TO NC 53
FTI I FdCF C<)
52'-7" 52'-6" 52'-6" 52'-6" 52'-6" 52'-6" 52'-6" 52'-7�/2" 140'-10" 159'-10"
(SPAN AI (SPAN B) (SPAN G (SPAN Dl (SPAN E) (SPAN F) (SPAN G) (SPAN H) (SPAN Il (SPAN Jl
1176'-7'(FILL FACE TO FILL FACE)
PLAN �
BRIDGE 0800171 �
�
TO ELIZABETHTOWN
� CAPE FEAR RIVER
FILL FACE Ca
END BENT 1
� BENT 1 � BENT 2 � BENT 3 � BENT 4 � BENT 5 � BENT 6 � BENT 7
� I I I I I I I
III III III III III U.S. HWY 701 NORTHBOUND_ III II
54'-0" 88'-0" 88'-0" 88'-0" 88'-0" 130'-0" 160'-0"
(SPAN A) (SPAN B) (SPAN G (SPAN Dl (SPAN E) (SPAN F) (SPAN G)
1178'-0"(FILL FACE TO FILL fACE)
PLAN
(BRIDGE 080016)
DRAWN BY : R.L.PUTEK DATE : 12/1T
CHECKED BY : T.M.SHERRILL DATE : 12/li
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140'-10" I 52'-7'/z"' I 52'-6" I 52'-6" I 52'-6" I 52'-6" I 52'-7„
(SPAN K) (SPAN U (SPAN M) (SPAN N) (SPAN Ol (SPAN P) (SPAN 0)
TO NC 53
� �
FILL FACE (�a
END BENT 2
� BENT 8 � BENT 9 � BENT 10 � BENT 11
� BRIDGE I I I I I
��� ��� ��� ��� �
130'-0" I 88'-0" I 88'-0" I 88'-0" I 88'-0„
(SPAN H) (SPAN I) (SPAN J) (SPAN K) (SPAN U
PROJECT No,1500601009234
B�ADEN COUNTY
BRIDGE NOe 16 & 17
DocuSigned by: SHEET 2 OF 2
T� �� � STATE OF NORTH [AROLINA
DEPARTMENT OF TRANSPORTATION
AD5081D977494C oPtH11C�ARp���.�� RALEIGH
; ?.: �FjSiO''. v ,
' rQ�SEAL�`: �= GENERA� DRAWING
_: 18565 i= FOR BRIDGES ON
: �O' �FNGIN�;:I•' Q�-�; `
°,,,Ty,;'M:iis��,?,,. U,S, HWY 701 SOUTHBOUND AND
��� UoSo HWY 701 NORTHBOUND OVER
THE CAPE FEAR RIVER
12/20/2017
REVISIONS SHEET N0.
DOCUMENT NOT CONSIDERED N0. BY: O/+1E: N0. BY: DATE: S-Z
FINAL UNLESS ALL � � TOTAL
SHEETS
SIGNATURES COMPLETED � 4 9

+
+
DRAWN BY : _
CHECKED BY :
LOCATION SKETCH
INFORMATION INDICATED ON THE LOCATION SKETCH SHALL BE CONSIDERED GENERAL INFORMATION ONLY.
THE CONTRACTOR SHALL CONFIRM,THROUGH OTHER SOURCES.SPECIFIC INFORMATION REGARDING
BRIDGES,ROADWAYS,UTILITIES,THE SURROUNDING AREA,AND ANY OTHER ASPECTS THAT MAY BE NECESSARY
TO PERFORM AND COMPLETE THE PROJECT.
R.L.PUTEK DATE : 12/17
T.M.SHERRILL DATE : �z/��
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NOTES
THE EXISTING DIMENSIONS AND BRIDGE CONDITION ARE FROM THE BEST INFORMATION
AVAILABLE.THE CONTRACTOR SHALL FIELD VERIFY THE INFORMATION SHOWN ON
THE PLANS AND NOTIFY THE ENGINEER IF ACTUAL DIMENSIONS OR CONDITIONS
DIFFER.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL STATE AND FEDERAL
SAFETY RE�UIREMENTS.
FOR SUBMITTAL OF WORKING DRAWINGS.SEE SPECIAL PROVISIONS.
FOR FALSEWORK AND FORMWORK,SEE SPECIAL PROVISIONS.
FOR GROUT FOR STRUCTURES.SEE SPECIAL PROVISIONS.
FOR CRANE SAFETY.SEE SPECIAL PROVISIONS.
DocuSigned by:
T.,,;....a,x� �. �.�i
AD5081 D977494CC�.,o:,�H � CARp �''�,,
: OP . ........ �/�, '�.
: ?:' ��5�0 �'••9 �z
' ���SEAL��� _
_ ��_ 18565 _
�oj F'vGINEF;e.•�Q=,,�
, Ny M.• SNF. �.
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DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
PROJo Noo 15006a1009234
B�ADEN COUNTY
BRIDGE NOe 16 & 17
STATE OF NORTH [AROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
GENERA� DRAWING
FOR BRIDGES ON
U,S, HWY 701 SOUTHBOUND AND
UaS, HWY 701 NORTHBOUND OVER
THE CAPE FEAR RIVER
REVISIONS SHEET N0.
O/+iE: N0. BY: DATE: 5- 3
�i TOTAL
NJ SHEETS
4 9

+
+
TO
SEE
BRIDGE 17 BENT 9 BRIDGE 17 BENT 10
PLAN
DRAWN BY : R.L.PUTEK DATE : <</�7
CHECKED BY : T.M.SHERRILL DATE : <<��7
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AD5081 D977494CCF �,�H � C ARp''��,,
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: �,:�FSSip'••;r'=,
= . � '� •; ;
° � � SEAL `-
= 18565 =
=,�'O�; �NGINEF;:I•�Q�- ; `
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niiin��a�\
12/20/2017
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
TO NC 53
'OJECT No,1500601009234
B�ADEN COUNTY
'IDGE NOe 16 & 17
STATE OF NORTH [AROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
DEBRIS DEFLECTOR
REVISIONS SHEET N0.
O/+iE: N0. BY: DATE: 5- 4
�i TOTAL
NJ SHEETS
4 9

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S1
(�
OR EOl
APPRO
�'"LHEAD CONNECTOR
�LT CONNECTOR
TEEL SHEET PILES
DETAIL 'A'
DRAWN BY : R.L.PUTEK DATE : <</�7
CHECKED BY : T.M.SHERRILL DATE : <<��7
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SHEET �PILES "��
ELEVATION
COLT CONNECTOR
STEEL SHEET PILES
DETAIL 'B'
68'-5"
TONE FILL
"57 STONE
UIVALENT)
EL. 6.13 �
TOP OF
FOOTING
=L. -5.80 *
30TTOM OF
�ONCRETE SEAL
FLOW
��
ST,,..� .
(°57 SIZE OR
E�UIVALENT)
SECTION Z-Z
IIIIIIIIIIIIIIIIIII
EL. -28.00
BOTTOM OF STEEL
SHEET PILES
EL. 32.00
TOP OF STEEL
SHEET PILES
� EL. 30.00
TOP OF PEDESTAL
EL. 15.00
�TOP OF FOOTING
� EL. 0.00
�} �� BOTTOM OF
II CONCRETE SEAL
I I I EL. 0.00
II I APPROX RIVER
BEO
AVERAGE WATER
EL.= 22.00
PROJECT No,1500601009234
B�ADEN COUNTY
BRIDGE NOe 16 & 17
DocuSigned by:
T� � / / Q STATE OF NORTH [AROLINA
�����f `"'�+� DEPARTMENT OF TRANSPORTATION
AD50B1D977494C,G�Q,1H �QRO��y�� RALEIGH
: ?,��FSS/p'••;r ;
_ � � SEAL� � _
= 18565 =
�����`�'���:����.�� DEBRIS DEFLECTOR
�,,'TyY M. S�F,F.
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REVISIONS SHEET N0.
DOCUMENT NOT CONSIDERED N0. BY: O/+1E: N0. BY: DATE: S-S
FINAL UNLESS ALL � � TOTAL
SHEETS
SIGNATURES COMPLETED � 4 9

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CONCRETE SEAL
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� 13'-6"* (BENT 9>
OR 14'-0"+ (BENT 101
HALF P�AN
(BRIDGE 080017 BENT 9 OR 10)
DRAWN BY : R.L.PUTEK DATE : 12/1T
CHECKED BY : T.M.SHERRILL DATE : 12/li
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STEEL SHEET PILING
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NOTESa
BENT INFORMATION IS TAKEN FROM THE ORIGINAL PLANS
AND THE ROUTINE INSPECTION REPORT DATED:10/18/2016 (BRIDGE 080017)
AND 10/19/2016 (BRIDGE 080016).
BRIDGE ORIENTATION CONFORMS TO EXISTING BRIDGE PLANS.
� CONTRACTOR TO VERIFY LOCATION AND SIZE OF EXISTING
CONCRETE SEAL PRIOR TO PLACEMENT OF STEEL SHEET PILING.
� CONTRACTOR IS TO MONITOR,AND VERIFY THE ELEVATION OF EACH BENT
IN TWO DIFFERENT LOCATIONS TWICE DAILY (MID-DAY,AND END OF DAY)
FOR SETTLEMENT DURING PLACEMENT OF STEEL SHEET PILING.
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AND PEDESTAL
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PROJECT No,1500601009234
B�ADEN COUNTY
BRIDGE NOe 16 & 17
6-_g�� I DocuSigned by:
�� STATE OF NORTH [AROLINA
f T"""'—�+t..J �',,�i �r,,,,—_
� $ -9 ' � BENT DEPARTMENT OF TRANSPORTATION
ADSOB1D977494C,C��ZN �QRp�"�., RALEIGH
HALF P�AN
(BRIDGE 080016 BENT 6 OR 7)
,,, oR : ........, <iy %
: �,:�FSsio'••,r'=;
; . � '� •; ;
_ � � SEAL `-
= 18565 =
=,�'O�; �NGINEF;:I•�Q�- ; `
,, tiy'M:••5��,,,,��'
�� � � � �„�,,,,
12�2��2�1�
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
FRAMING PLAN
REVISIONS SHEET N0.
O/+iE: N0. BY: DATE: S-(j
�i TOTAL
NJ SHEETS
4 9

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MC 18X42.7 � STEEL SHEET
; a PILING
COPING
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(TYPJ
PILING ��/Z�� 24-=6 B1 C� 6"CTS.
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COPING 6"X 6"GRID
(TYPJ � � �T�o �
� STEEL SHEET
PILING
(IYPJ
� STEEL SHEET _
PILZNG
MC 18X42.7
COPING
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6"X 6"GRID
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COLUMN
DRAWN BY : R.L.PUTEK DATE : 12/1T
CHECKED BY : T.M.SHERRILL DATE : 12/li
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17-"6 B3 (� 6"CTS.
PLAN
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PILING
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— SEE DETAIL "D"
� STEEL SHEET
iYz PILING
(TYPJ
� STEEL SHEET
� "ILING
6
W12X40
(TYPJ
W12X40
(TYPJ
W12X40
(TYPJ
MC ]8X42.7
COPING
(IYPJ �TYPJ
MC ISX42.7
^^PING
YP.)
� STEEL SHEET
PILING
( I YPJ
BI�L OF MATERIAL
FOR ONE DEBRIS DEFLECTOR (2 REQ'D)
STEEL SHEET PILES 10040 S�.FT.
STRUCTURAL STEEL 14017 LBS.
STONE FILL 386 TONS
("57 OR EQUIVALENT)
8"THICK CONCRETE SLAB 6A CY
WITH WWF 12 X 12 - W4 X W4
BAR N0. SIZE TYPE LENGTH WEIGHT
B1 113 "6 STR 8'-0" 1358
B2 17 =6 STR 10'-0" 255
B3 34 °6 STR 10'-6" 536
B4 154 =6 STR 11'-6" 2660
BS 48 °6 STR 14'-0" 1009
86 48 tt6 STR 15'-0" 1081
REINFORCING STEEL 6899 LBS.
�/p"fd BOLT
�
TOP FLANGE 6„
W12X40
9„
SQUARE BEND U BOLTS
(17 RE�'D PER W12X401
�/z"'PJ BOLT
�
'/a"X 11"X 1�/a"�' 6" I�
9„
SQUARE BEND U BOLT WITH PLATE
(108 RE�UIRED)
PROJECT No,1500601009234
B�ADEN COUNTY
BRIDGE NOe 17
DocuSigned by: SHEET 1 OF 2
��� ��� � STATE OF NORTH [AROLINA
DEPARTMENT OF TRANSPORTATION
ADSOB 1 D977494CC�,���H� � ��qq�</�,%'' RALEIGH
���';� �FSSip'••;v
E r Q�SEAL� : �`-
: : �8565 : ; STEE� REINFORCEMENT
=��T `�'���:���� .,� B E N T S 9& 10
, yY•M:..S��, �.
,� � � � �,,,,,,,
12�2��201�
REVISIONS SHEET N0.
DOCUMENT NOT CONSIDERED N0. BY: O/+1E: N0. BY: DATE: S-�
FINAL UNLESS ALL � � TOTAL
SHEETS
SIGNATURES COMPLETED � 4 9

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� STEEL SHEET
\ a � PILING � a
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PILING �
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BIL� OF MATERIAL
FOR ONE DEBRIS DEFLECTOR (2 RE�'Dl
STEEL SHEET PILES 7770 S�.FT.
STRUCTURAL STEEL 9930 LBS.
STONE FILL
("57 OR EOUIVALENT) l70 TONS
8"THICK CONCRETE SLAB z,6 CY
WITH WWF 12 X 12 - W4 X W4
BAR N0. SIZE TYPE LENGTH WEIGHT
B1 31 "6 STR 6'-0" 279
B2 130 "6 STR 6'-6" 1269
83 28 "6 STR 8'-0" 336
84 28 "6 STR 10'-0" 420
BS 22 "6 STR 10'-6" 347
B6 28 "6 STR 13'-0" 547
87 13 "6 STR 15'-0" 293
REINFORCING STEEL 3491 LBS.
�/2" 0 BOLT
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(64 RE�UIRED)
PROJECT No,1500601009234
B�ADEN COUNTY
BRIDGE NOe 16
DocuSignedby: SHEET 2 OF 2
T� /�l. � STATE OF NORTH [AROLINA
AD5081D977494C DEPARTMENT OF TRANSPORTATION
�c`�tH CARp�"�,, RALEIGH
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: : �8565 : ; STEE� REINFORCEMENT
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12�20�201�
REVISIONS SHEET N0.
DOCUMENT NOT CONSIDERED N0. BY: O/+1E: N0. BY: DATE: S-H
FINAL UNLESS ALL � � TOTAL
SHEETS
SIGNATURES COMPLETED � 4 9

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ALTERNATING SIDES (� 1'-0"CTS. AS SHOWN.
DETAI� "C"
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NOTEo
ALL STEEL SHEET PILES SHALL HAVE A MINIMUM SECTION
MODULUS ON 30.2 in3/ft.
STEEL SHEET PILES SHALL MEET ASTM A572 OR A690 SPECIFICATIONS.
STEEL SHEET PILES SHALL BE GALVANIZED IN ACCORDANCE WITH
SECTION 1076 OF THE STANDARD SPECIFICATIONS.
fOR CRANE SAFETY,SEE SPECIAL PROVISIONS.
FOR SECURING OF VESSELS,SEE SPECIAL PROVISIONS.
ALL REINFORCING STEEL SHALL BE UNCOATED GRADE 60.
REINFORCING STEEL TO BE WELDED AT ALL INTERSECTIONS BETWEEN
TOP MAT AND BOTTOM MAT.
ALL STRUCTURAL STEEI AND PLATES SHALL BE AASHTO M270 GRADE 50.
ALL BOLTS,NLITS AND WASHERS SHALL COMPLY TO ASTM A325.
ALL STRUCTURAL STEEL.BOLTS.NUTS AND WASHERS TO BE
GALVANIZED.
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PROJECT No,1500601009234
B�ADEN COUNTY
BRIDGE NOe 16 & 17
DocuSigned by:
TiVrw�.� �• STATE OF NORTH [AROLINA
� DEPARTMENT OF TRANSPORTATION
AD5081 D977494CG""' �'n"�"�•,,
RALEIGH
; ��P�H....... �liy'��,
' ?,�pFFSS/p''� r''s
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;�,: �8565 : = STRUCTURAL STEEL
`�°TF�'"�:���e, D E T A I � S
yY M. SNF"P :
12�2��2�17
REVISIONS SHEET N0.
DOCUMENT NOT CONSIDERED N0. BY: O/+1E: N0. BY: DATE: S-g
FINAL UNLESS ALL � � TOTAL
SHEETS
SIGNATURES COMPLETED � 4 9

+
�
DESIGN DATA•
SPECIFICATIONS - - - — — - - - - — — - - - - A.A.S.H,T.O. (CURRENT)
LIVEl0A0 ————————————————— SEEPLANS
IMPACT ALLOWANCE - - - — - - - - - — - - - - SEE A.A.S.H.T.O.
STRE55 IN EXTREME FIBER OF
STRUCTl1RAL STEEL - AA5NT0 M270 GRADE 36 - 20.000 LBS.PER SO.IN.
— AASHTO M270 CRADE 50W — 27.000 lBS.PER $O.IN.
- AASHTO M270 GRADE 50 — 27.000 LBS.PER SO.IN.
REINFORCINC STEEL IN TENSION
GRADE 60 -- 24.000 LBS. PER S0. IN.
CONCRETE IN COMPRESSION — — — — — — — — — — 1,200 LBS. PER S0. IN.
CONCRETE IN SNEAR - - - - - — — - - - - - — SEE A.A.S.H,T.O.
STRUCTURAL TIMBER - TREATED OR
UNTREATED — EXTREME FIBER STRESS ----- 1,800 LBS.PER SO.IN.
COMPRESSION PERPENDICULAR TO GRAIN
OF TIMBER ---- 375 LBS. PER S0. IN.
EOUIVALENT FLUID PRESSURE OF EARTH ————— 30 LBS. PER CU. FT.
tMINIMUM)
MATERIAL AND WORKMANSHIP:
EXCEPT AS MAY OTNERWISE BE $PECIFIED ON PIANS OR IN TNE SPECIAL
PROVISIONS. ALL MATERIAL ANO WORKMANSHIP SHALL BE IN ACCORDANCE WITH
THE 2012 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES'OF THE
N.C.DEPARTMENT OF TRANSPORTATION.
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SNALL
BE HOT ROLLED.
CONCRETE:
UNLE55 OTHERWISE REOUIREO ON PLANS.CLA55 A CONCRE7E SHALL BE
USED FOR ALL PORTION$ OF ALL STRUCTURE$ WITH THE EXCEPiION THATs
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES,
ABUTMENT BACKWALLS.AND APPROACN SLABS=AND CLASS B CONCRETE SNALL
BE USED FOR SLOPE PROTECTION AND RIP RAP.
CONCRETE CHAMFERS:
UNLESS OTHERWISE NOTEO ON THE PLANS.ALL EXPOSED CORNERS ON
STRUCTURES SHALI BE CHAMFERED 3/4"WITH THE FOLLOWING EXCEPTIONSs
TOP CORNERS OF CURBS MAY BE ROUNDED TO 1—I/2'RAOIUS WHICH IS BUILT
INTO CURB FORMS: CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS
SHALL BE ROUNDEO WITH A 1/4'FINISHING TOOL UNLESS OTHERWISE REOUIRED
ON PLANSsAND CORNERS OF EXPANSION JOINTS IN TFIE ROADWAY FACES
AND TOPS OF CURBS AND SIDEWALKS SNALL BE ROUNOED TO A 1/4'RADIUS
WITH A FINISHINC STONE OR TOOL UNLESS OTHERWISE REOUIRED ON PLANS.
DOWELS:
DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS.SHALL
BE EMBEDOED AT LEAST 12"INTO THE O�D CONCRETE AND GROUTEO INTO
PLACE WITH 1s2 CEMENT MORTAR.
REv.B•16•99 Rllli m�ES aEV.5•i-06 T�� tnC4
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STAN�ARD NOTES
ALLOWANCE FOR DEAD LOAD DEFLECTION.SETTLEMENT.
ETC.IN CASTING SUPERSTRUCTURES:
BRIDGES SNALL BE BUILT ON TNE GRADE OR VERTICAL CURVE SNOWN ON PLANS.
SLABS.CURBS ANO PARAPETS SHALL CONFORM TO THE CRADE OR CURVE.
All DIMENSIONS WHICH ARE CIVEN IN SECTION ANO ARE AFFECTED BY DEAD lOAD
DEFLECTIONS ARE OIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED
ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE
GIRDER BRIDGES.ADJUSTMENTS SHALL BE MADE DUE TO THE OEAD LOAD DEFLECTIONS
FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING
UP TO THE SLAB.THE VERTICAL DIMENSIONS OF THE BLOCKS $HALL BE AOJUSTED
BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD OEFLECTIONS,VERTICAL CURVE
ORDINATE.AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH
BOTTOM OF TOP FLANGES.DEPTH OF SLAB BETWEEN BEARINGS SHA�L BE ADJUSTED
TO COMPENSATE FOR DEAD LOAD DEFLECTION.VERTICAL CURVE ORDINATE.AND
ACTUAL BEAM CAMBER.
IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS.AN
ALLOWANCE SNALL BE MADE FOR DEAD LOAO DEFLECTIONS.SETTLEMENT OF FALSEWORK.
AND PERMANENi CAMBER WNICN SNALL BE PROVIDED FOR IN ADDITION TO TNE
ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK,THE FINISHED STRUCTURES
SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLAN$ ANO
CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.
F
AND ANY 5
BE SUBMIT
FALSEWORK
FOR
URE
BRIDGE SUPERSTRUCTURE
ON TNE PLANS SHALL
)NSTRUCTION OF THE
REINFORCING STEEL:
ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS REIATIVE TO
PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED
IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT
TO OUT AS INDICATED ON PLANS.
WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE
INDICATED ON TNE PlANS. WNEN BAR SUPPORT PIECES ARE P�ACED IN CONTINUOUS
LINES,THEY SHALL BE 50 PLACEO THAT THE ENDS OF THE SUPPORTING WIRES SHA�L
BE LAPPED TO LOCK LEGS ON ADJOINING PIECES.
STRUCTURAL STEEL:
AT THE CONTRACTOR'S OPTION.HE MAY SlIBSTITUTE 7/8"PJ SHEAR $TUDS FOR THE
�i'0 STUDS SPECIFIEO ON THE PLANS. THIS SUBSTITUTION SHALL BE MAOE AT
THE RATE OF 3— 7/8'QJ STUDS FOR 4— 3/4'QlSTUDS.AND STUD SPACING CHANCES
SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EOUIVALENT NUMBER OF 7/8"PJ STUDS
ALONG THE BEAM AS SHOWN FOR 3/4'0 STUDS BASED ON TNE RATIO OF 3- 7/8'PJ
STUDS FOR 4— 3/4"0 STUDS. STU05 OF THE LENGTH SPECIFIED ON THE PLANS MUST
BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-0:
EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE TNE COVER
PLATE IS IN CONTACT WITH BEARING PLATE.TNE CONTRACTOR MAY,AT HIS OPTION.
SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE
EOUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/16"IN THICKNESS AND
DO NOT EXCEED A WIDTH EOUAL TO THE FLANGE WIDTH LE55 2"OR A THICKNESS
EOUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS $NALL CONFORM
TO THE REOUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS 'BRIDGE WELDING CODE:
ELECTROSLAG WELDING WILL NOT BE PERMITTEO.
WITH THE SO�E ExCEPTION OF EOGES AT SURFACES WHICN BEAR ON OTNER
SURFACES,ALL SHARP EOGES ANO ENDS OF SHAPES AND PLATES SHALL BE $LIGHT�Y
ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY 1/16 INCH OR
EOUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING.GALVANIZING,
OR METALLIZING.
HANDRAILS AND POSTS:
METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR TNE METAL
RAIL SNALL BE SET NORMAL TO TNE GRADE OF TME CURB.UNLESS OTNERWISE SHOWN
ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM
RAIL SHA�L BE BUILT PARA��EL TO THE GRAOE OF THE CURB.
METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE
AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SNALL BE OF A UNIFORM APPEARANCE.
FINS AND OTHER DEFORAAATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE
REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL
BE OBTAINEO.CASTINGS WITH DISCOLORATIONS OR OF NON—UNIFORM COLORING WILL
NOT BE ACCEPTED.CERTIFIED MILL REPORTS ARE REOUIRED FOR METAL RAILS ANO POSTS.
SPECIAL NOTES•
GENERALLY,IN CASE OF DISCREPANCY.THIS $TANDARD SHEET OF NOTES SHA�L
GOVERN OVER iHE SPECIFICATIONS.BUT THE REMAINDER OF THE PLANS SHALL GOVERN
OVER NOTES HEREON.AND SPECIAL PROVISIONS SNALL GOVERN OVER ALL. SEE
SPECIFICATIONS ARTICLE 105-4.
ENGLISH
JANUARY.1990
STD. N0. SN