20150765 Ver 1_SF-040017_Structure Plans_20141212_20150901

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BENCH MARK #1: RR SPIKE IN THE BASE OF 36" OAK TREE 13+87-L-. 26.3' LT ELEV�= 3051.30' �NAVD 88)
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FOR UTILITY INFORMATION SEE UTILITY
PLANS AND SPECIAL PROVISIONS.
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LU I U BOX CULV
STA. 13+10.00-L-
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,F GRADE DATA
SKETCH
NC GRID
NAD 83/20u
GRADE POINT ELEV. � STATION 13+10-L- = 3045.5'
BED ELEV� � STATION_____________________3038.8'
ROAD�IAY SLOPES__________________________2:1 (MAX.)
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DRAy�N BY : NM� DATE : lO/14
CHECKED BY : �g� DATE : 10/14
45'-0"
20'-0"
40'-6"
NOTESo
ASSUMED LIVE LOAD------------HL-93 OR ALTERNATE LOADING.
DESIGN FILL----------------- MIN.1.4' MAX.1.8'
MATERIALS SHALL MEET THE REQUIREMENTS OF THE NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES DATED JANUARY 2012.
THE DETAILS SHO�IN ARE FOR GENERAL LAYOUT ONLY. THE SUPLIER SHALL PROVIDE
DESIGNS RATINGS AND DETAILS THAT MEET THE RE�UIREMENTS OF AASHTO SECTION 12
AND ARE SEALED BY A NORTH CAROLINA REGISTERED PROFFESSIONAL ENGINEER.
UNLESS OTHERy�ISE INDICATED,THE SUPPLIER SHALL DESIGN.DETAIL,AND FURNISH ALL
STRUCTURAL ELEMENTS AND HARD�yARE.
FOR OTHER DESIGN DATA AND NOTESoSEE STANDARD NOTES SHEET.
THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF THE CULVERT BEFORE STAKING
IT OUT TO MAKE CERTAIN THAT IT �IILL PROPERLY TAKE CARE OF THE FILL.
FOR ALUMINUM BOX CULVERT SEE SPECIAL PROVISIONS.
FOR SUBMITTAL OF �IORKING DRA�yINGS, SEE SPECIAL PROVISIONS.
FOR FALSEy�ORK AND FORM�yORKo SEE SPECIAL PROVISIONSo
FOR CRANE SAFETY,SEE SPECIAL PROVISIONS.
FOR FOUNDATION MATERIAL,SEE SPECIAL PROVISIONS.
FOR CULVERT BACKFILL SEE SPECIAL PROVISIONS.
THE EXISTING STRUCTURE CONSISTING OF (1)22'-7"± TIMBER PLANK DECK ON STEEL I-BEAM
SPAN AND SUPPORTED ON TIMBER CAPS / TIMBER POSTS & SILLS AND LOCATED AT THE
PROPOSED STRUCTURE SHALL BE REMOVED.
REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO ALLO�y DEBRIS
TO FALL INTO THE y�ATER. THE CONTRACTOR SHALL REMOVE THE BRIDGE AND SUBMIT
PLANS FOR THE DEMOLITION IN ACCORDANCE y�ITH ARTICLE 402-2 OF THE STANDARD
SPECIFICATIONS.
INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL CONTAINS LEAD,
THE CONTRACTORS ATTENTION IS DIRECTED TO ARTICLE 107-1 OF THE STANDARD
SPECIFICATIONS. ANY COSTS RESULTING FROM COMPLIANCE �IITH APPLICABLE STATE OR
FEDERAL REGULATIONS PRETAINING TO THE HANDLING OF MATERIALS CONTAINING LEAD
BASED PAINT SHALL BE INCLUDED IN THE BID PRICE FOR 'REMOVAL OF EXISTING
STRUCTURE AT STA.13+10.00-L-".
EXCAVATE 1 FOOT BEL0�1 CULVERT AND REPLACE �yITH FOUNDATION MATERIAL IN
ACCORDANCE �ITH ARTICLE 414 OF THE STANDARD SPECIFICATIONS AND THE "FOUNDATION
MATERIAL "SPECIAL PROVISIONS.
NO �IORK SHALL BE DONE ON THE CULVERT UNTIL THE AREA OF THE BOX CULVERT HAS
BEEN UNDERCUT AND UNSUITABLE MATERIAL REPLACED �IITH SUITABLE MATERIAL,
PROPERLY COMPACTED TO THE ELEVATION OF THE BOTTOM OF THE CULVERT. THE LIMITS
OF THE UNDERCUT EXCAVATION SHALL BE AT LEAST THE LIMITS OF THE BOX CULVERT
INCLUDING THE �IINGS. THE COST OF THIS �IORK SHALL BE INCLUDED IN THE LUMP SUM
PRICE BID FOR "CULVERT EXCAVATION".
NO y�ORK SHALL BE DONE ON THE CULVERT AT STA.13+10-L- UNTIL THE AREA OF THE BOX
CULVERT HAS BEEN UNDERCUT TO ELEVATION 3036.80 AND UNSUITABLE MATERIAL REPLACED
�ITH SUITABLE MATERIAL.PROPERLY COMPACTED TO THE ELEVATION OF THE BOTTOM OF THE
PROPOSED CULVERT. THE LIMITS OF THIS UNDERCUT EXCAVATION SHALL BE AT LEAST THE
LIMITS OF THE BOX CULVERT INCLUDING THE �IINGSeNO SEPARATE PAYMENT �yILL BE MADE
FOR ANY TEMPORARY SHEETINGqUNDERCUT,OR UNSUITABLE MATERIAL REPLACEMENT AS
REQUIRED TO CONSTRUCT THE PROPOSED CULVERT. PAYMENT IS INCLUDED IN THE
LUMP SUM PRICE FOR CULVERT EXCAVATION.
NATIVE MATERIAL BET�IEEN SILLS/BAFFLES IN THE CULVERT SHALL PROVIDE A CONTINUOUS
L0� FLOy� CHANNEL. NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM
THE STREAM BED OR FLOODPLAIN AT THE PROJECT SITE DURING CONSTRUCTION. ONLY
MATERIAL EXCAVATED FROM THE STREAM BED MAY BE USED TO LINE THE L0�1 FL0�1 CHANNEL.
RIP RAP MAY BE USED TO SUPPLEMENT THE NATIVE MATERIAL IN THE HIGH FL01� PORTION
OF THE BARREL. IF RIP RAP IS USED,NATIVE MATERIAL SHALL BE PLACED ON TOP TO FILL
THE VOIDS AND PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL IS
SUBJECT TO APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS.
PLACEMENT OF GUARDRAIL ACROSS CULVERT
NO MoMENT SLAB �ILL BE USED FOR THE GUARDRAIL ON THIS CULVERT.
USING THE NCDOT ROAD�IAY STANDARD 862.01 SHEET 10 OF 12 FOR
CULVERTS PLACE THE 25'SECTION AT THE MIDPOINT OF THE CULVERT.
MAKE NOTE THAT THE FIRST �yEAKENED �IOODEN POST AT EACH SIDE OF
THE �, CULVERT SHALL BE CUT TO 2'-7" DEEP BEL0�1 PROPOSED GROUND
SO AS NOT TO INTERFERE �ITH THE TOP OF THE CULVERTo
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81'-0" = LENGTH OF CULVERT
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PROF ILE ALONG � CULVERT
30'-0"
50'-0"
PRELIMINARY PL��N S
DO NOT USE FOR CONSTRUCTION
PREPARED BY
TGS NGINEERS
107-A Iy�ICA AyENuE
�ORGANTON,NC 28655
I HEREBY CERTIFY THESE PLANS
ARE THE AS—BUILT PLANSa
SEAL
TOTAL STRUCTURE (�UANTITIES
REMOYAL OF EXISTING STRUCTURE LUMP SUM
C� STA. 13+10.00-L-
ALUMTINUM BOX CULVERT LUMP SUM
� � 1 /"�. 13+10soo-L
CULVERT EXCA�ATION LUMP SUM
FOUNDATION MATERIAL 120.0 TONS
CULVERT BACKFILL 435.0 TONS
HYDRAULIC DATA
DESIGN DISCHARGE____________________ _ 150 CFS
FREClUENCY OF DESIGN FLOOD_________ - 2 YRS
DESIGN HIGH �yATER ELEVATION_______ = 3042.9'
DRAINAGE AREA_______________________ = 1.5 SQ. MILES
BASE DISCHARGE tQ100)_______________ = g54 CFS
BASE HIGH �yATER ELEVATION_________ - 3047.61'
OVERTOPPING FLOOD DATA
OVERTOPPING DISCHARGE_____________ - 2g0 CFS
FREQUENCY OF OVERTOPPING FLOOD___ = 5+ YRS
OVERTOPPING FLOOD ELEVATION______ = 3043e4�
� OVERTOPPING ELEVATION REPRESENTS
C/L SAG ELEVATION C� -L-STA. 12+35, EXISTING
LEVEL OF SER�ICE IN BEING MAINTAINED
PROJECT N0� 17BPo11.R�68
AsHE couNrY
STATI�Ni 13+10�00-L-
1 �1
REPLACES BRIDGE NOe 017
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
SINGLE
19'-5"X 4'-11"
ALUMINUM BOX CULVERT
C� 4 0 °
REVISIONS
BY: DATE: N0. BY; DATE:
SHEET N0.
S-1
5

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ELEV. 3044.98
TOP OF HEAD�IALL
(LEVEL)
HEAD�IALL CAP
BY SUPPLIER
(TYP.)
INVERT EL.3038.15
C� OUTLET
3'-0" 3'-0"
IN. MIN.
1.42'
MIN.
COVER
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CULVERT LENGTH = 81'-0"
ROADINAY INIDTH = 20'-0"
10'-0"
MIN.
0.02
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INVERT EL.3038.58
C� OUTLET
13,_6„ +
PHASE
LINE
� ROAD�yAY C�
INTERSECTION
� �ITH � CULVERT
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INVERT EL.3038.8
C� � ROAD�IAY
F INAL SECT ION C� STAo 12+72o73—L— CRI T ICAL POINT
�I I N G y� A L L IN 1
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45 ° 00'00"
90 ° 00'00"
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y�ING �ALL �2
DRAy�N BY : NM�
CHECKED BY : JRIN
27,_0„ +
PHASE 3 CONSTRUCTION
40'-6"
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..... . ...�. . .. .�. �... �. . .... . .. ..
� ROAD�yAY C� -.
INTERSECTION
�ITH � CULVERT
GEOGRID -
0.0161%
INVERT EL.3038.8
� �, ROAD�yAY
ELEV. 3046.28
TOP OF HEADI�ALL
(LEVEL)
HEAD�IALL CAP
BY SUPPLIER
(TYP.)
INVERT EL.3039.45
C� INLET
C� �2 F INAL SECT ION C� STAo 13+47�27—L— CRI T ICAL POINT C� �3
FINAL LENGTH OF CULVERT = 81'-0"
13,_6„ +
54,_0„ +
PHASE 2 CONSTRUCTION
40'-6"
�IING y�ALL � 3
♦
1 �
CRITICAL POINT C� y�3 �
STA. 13+47.27 -L- � ��
a oo��o�oa �o 00 00� o�o� 0 0°00 0� °a�p°o 0 00�� p o0 o p o 00� ° oa 0 0 00 0�°a� o0 oa��o�o �o oo°o0S °�
3'-0"
�. OF CULVERT STA.13+10.00-L- 40°00'00"
OUTLET �
BAFFLE
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90 ° 00'00"
(TYP.)
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DATE : 10/14
DATE : 10/14
CRITICAL POINT C� �12
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� OF SUR�EY -L-
LENGTH FOR ALUMINUM
BOX COLVERT
z- -
�yING �yALL �q
2- -
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1�y�ING�ALL ANCHORS
(BY SUPPLIER) (TYP.)
♦ �.
2,_�„
INLET
BAFFLE
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PRELIMINARY PL1��N S
DO NOT USE FOR CONSTRUCTION
PREPARED BY
TGS NGINEERS
107-A Iy�ICA AyENuE
�ORGANTON,NC 28655
PROJECT N0� 17BPo11.R�68
AsHE couNrY
STATI�Ni 13+10�00-L-
1 �1
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
SINGLE
19'-5"X 4'-11"
ALUMINUM BOX CULVERT
C� 4 0 °
REVISIONS
BY: DATE: N0. BY; DATE:
SHEET N0.
S-2
TOTAL
SHEETS
5

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�� LO�y FLO�y CHANNEL TO BE LOCATED AT � EXISTING
STREAM BED AT INLET AND OUTLET OF CULVERT.
L0� FLO� CHANNEL IN BAFFLES SHALL BE LOCATED IN
A STRAIGHT LINE BET�EEN THE INLET AND OUTLET
FLO�y CHANNELSe
DRAy�N BY : NM� DATE : lO/14
CHECKED BY : �g� DATE : 10/14
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END ELEVATION
OF I NL E T — NORMAL
(LOOKING DO�NSTREAM)
� OF CULVERT—�
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SKE�I
END ELEVAT ION OF OUTLET — NORMAL TO SKE�
(LOOKING UPSTREAM)
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� OF CULVERT
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CULVERT
INTERNAL SECTION
(LOOKING DO�INSTREAM)
PRELIMINARY PL��N S
DO NOT USE FOR CONSTRUCTION
PREPARED BY
TGS NGINEERS
107-A Iy�ICA AyENuE
�ORGANTON,NC 28655
PROJECT N0�
STATION:
1 �1
BAFFLE
oz
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. -� �
17BPo11.R�68
AsHE couNrY
13+10�00-L -
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
SINGLE
19'-5"X 4'-11"
ALUMINUM BOX CULVERT
C� 4 0 °
REVISIONS
BY: DATE: N0. BY; DATE:
SHEET N0.
S-3
TOTAL
SHEETS
5

BEGIN DETOUR
—DET— POT. 10+00.00
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42" CMP
tSEE ROAD�AY PLANS)
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ZION METHODIST CHURCH ROAD
SR 1109
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EXISTING
STRUCTURE
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PHASE 1 CONSTRUCTION
� DETOUR
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� SUR�EY —L-
14t00
END DETOUR
—DET— POTa 13+19.95
PHASE 2 CONSTRUCTION
DRAy�N BY : NM� DATE : lO/14
CHECKED BY : �g� DATE : 10/14
PHASE 3 CONSTRUCTION
CONSTRUCTION SEQUENCE
PHASE lo DETOUR SHALL BE CONSTRUCTED AND MAINTAIN INITH AN
11'-0"CLEAR ROAD�IAY. REMOVE EXISTING STRUCTURE.
PHASE 2: FIRST SECTION OF PERMANENT STRUCTURE SHALL BE
CONSTRUCTED,AND SHALL MAINTAIN A CLEAR ROAD�IAY
�IDTH OF 11'-0"INSIDE OF GUARDRAIL TO INSIDE OF
GUARDRAIL.
PHASE 3: REMOVE THE DETOUR,AND CONSTRUCT REMAINDER OF
PERMANENT STRUCTURE.
NOTEo
��NS
;TION
PREPARED BY
TGS NGINEERS
107-A Iy�ICA AyENuE
�ORGANTON,NC 28655
THE EXACT PHASING LENGTHS OF THE CULVERTS �ILL BE DETERMINED
BY THE CONTRACTOR FOR SPECIFIC STRUCTURE. FOR ADDITIONAL
INFORMATION ON TRAFFIC PHASING SEE THE ROAD�AY PLANS.
PROJECT N0� 17BPo11.R�68
AsHE couNrY
STATI�Ni 13+10�00-L-
1 �1
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
SINGLE
19'-5"X 4'-11"
ALUMINUM BOX CULVERT
C� 4 0 °
REVISIONS
BY: DATE: N0. BY; DATE:
SHEET N0.
S-4
TOTAL
SHEETS
5

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DESIGN DATAo
SPECIFICATIONS
LIVE LOAD
IMPACT ALLO�ANCE
STRESS IN EXTREME FIBER OF
STRUCTURAL STEEL — AASHTO M270 GRADE 36
— AASHTO M270 GRADE 50�1
— AASHTO M270 GRADE 50
REINFORCING STEEL IN TENSION
CONCRETE IN COMPRESSION
CONCRETE IN SHEAR
STRUCTURAL TIMBER — TREATED OR
GRADE 60 — —
UNTREATED — EXTREME FIBER STRESS
COMPRESSION PERPENDICULAR TO GRAIN
OF TIMBER
E�UIVALENT FLUID PRESSURE OF EARTH
MATERIAL AND INORKMANSHIPo
A.A.S.H.T.O. (CURRENT)
SEE PLANS
SEE A.A.S.H.T.O.
20,000 LBS. PER S�a IN.
27,000 LBS. PER SQ. IN.
27,000 LBS. PER SGI. IN.
24,000 LBS. PER SCl. IN.
1,200 LBS. PER SQ. IN.
SEE A.A.S.H.T.O.
1,800 LBS. PER S�. IN.
375 LBS. PER SQ. IN.
30 LBSe PER CU. FT.
cMINIMuM�
EXCEPT AS MAY OTHER�IISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
PROVISIONS, ALL MATERIAL AND �IORKMANSHIP SHALL BE IN ACCORDANCE �yITH
THE 2012 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES"OF THE
N.CaDEPARTMENT OF TRANSPORTATION.
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL
BE HOT ROLLED.
CONCRETEo
UNLESS OTHER�yISE RE�UIRED ON PLANSqCLASS A CONCRETE SHALL BE
USED FOR ALL PORTIONS OF ALL STRUCTURES �ITH THE EXCEPTION THAT:
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES,
ABUTMENT BACK�IALLS.AND APPROACH SLABS;AND CLASS B CONCRETE SHALL
BE USED FOR SLOPE PROTECTION AND RIP RAP.
CONCRETE CHAMFERSa
UNLESS OTHER�yISE NOTED ON THE PLANS,ALL EXPOSED CORNERS ON
STRUCTURES SHALL BE CHAMFERED 3/4"�IITH THE FOLLO�yING EXCEPTIONS:
TOP CORNERS OF CURBS MAY BE ROUNDED TO 1-1/2" RADIUS �I�IHICH IS BUILT
INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS
SHALL BE ROUNDED y�ITH A 1/4"FINISHING TOOL UNLESS OTHER�yISE REQUIRED
ON PLANS;AND CORNERS OF EXPANSION JOINTS IN THE ROAD�IAY FACES
AND TOPS OF CURBS AND SIDE�yALKS SHALL BE ROUNDED TO A 1/4"RADIUS
y�ITH A FINISHING STONE OR TOOL UNLESS OTHER�yISE RE�UIRED ON PLANS.
DOWELSa
DO�yELS y�HEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL
BE EMBEDDED AT LEAST 12"INTO THE OLD CONCRETE AND GROUTED INTO
PLACE �IITH 1:2 CEMENT MORTAR.
DRAy�N BY : NM� DATE : lO/14
CHECKED BY : �g� DATE : 10/14
STANDARD NOTES
ALLOWANCE FOR DEAD LOAD DEFLECTION9 SETTLEMENT9
ETCoIN CASTING SUPERSTRUCTURESo
BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHO�N ON PLANS.
SLABS,CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CUR�E.
ALL DIMENSIONS �HICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD
DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHER�yISE NOTED
ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE
GIRDER BRIDGES,ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS
FOR THE ELEVATIONS SHO�N. �VHERE BLOCKS ARE SHO�yN OVER BEAMS FOR BUILDING
UP TO THE SLABoTHE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED
BET�yEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS,VERTICAL CURVE
ORDINATE, AND ACTUAL BEAM CAMBER. �IHERE BOTTOM OF SLAB IS IN LINE �yITH
BOTTOM OF TOP FLANGESoDEPTH OF SLAB BETy�EEN BEARINGS SHALL BE ADJUSTED
TO COMPENSATE FOR DEAD LOAD DEFLECTION.VERTICAL CUR�E ORDINATE,AND
ACTUAL BEAM CAMBER.
IN SETTING FALSE�ORK AND FORMS FOR REINFORCED CONCRETE SPANS,AN
ALLO�IANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS,SETTLEMENT OF FALSEy�ORK,
AND PERMANENT CAMBER I�HICH SHALL BE PROVIDED FOR IN ADDITION TO THE
ELEVATIONS SHO�yN. AFTER REMOVAL OF THE FALSE�yORKoTHE FINISHED STRUCTURES
SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOI�N ON THE PLANS AND
CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.
DETAILED DRA�yINGS FOR FALSE�IORK OR FORMS FOR BRIDGE SUPERSTRUCTURE
AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL
BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE
FALSE�IORK OR FORMS IS STARTED.
REINFORCING STEELa
ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHER�yISE INDICATED
IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT
TO OUT AS INDICATED ON PLANS.
I�IRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL �yHERE
INDICATED ON THE PLANS. y�HEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS
LINES,THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING �IRES SHALL
BE LAPPED TO LOCK LEGS ON ADJOINING PIECES.
STRUCTURAL STEELo
AT THE CONTRACTOR'S OPTION.HE MAY SUBSTITUTE 7/8"Qj SHEAR STUDS FOR THE
THE RATEDOFS3EC ��8,D�OSTUDS ORN4.—T3/4„Qf STUDSUANDNSTUDLSPACINGDCHANGES
SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME ECIUIVALENT NUMBER OF 7/8"Qj STUDS
ALONG THE BEAM AS SHO�yN FOR 3/4" Qj STUDS BASED ON THE RATIO OF 3— 7/8" Qj
STUDS FOR 4— 3/4"Qj STUDS. STUDS 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 y�HERE THE COVER
PLATE IS IN CONTACT �yITH BEARING PLATE,THE CONTRACTOR MAYoAT HIS OPTION.
SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE
E�UIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/16"IN THICKNESS AND
DO NOT EXCEED A I�IDTH ECIUAL TO THE FLANGE y�IDTH LESS 2" OR A THICKNESS
E�UAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET �yELDS SHALL CONFORM
TO THE RE�UIREMENTS OF THE CURRENT ANSI/AASHTO/Ay�S "BRIDGE �yELDING CODE':
ELECTROSLAG y�ELDING �ILL NOT BE PERMITTED.
�yITH THE SOLE EXCEPTION OF EDGES AT SURFACES �IHICH BEAR ON OTHER
SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY
ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY 1/16 INCH OR
EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING.GALVANIZING.
OR METALLIZING.
HANDRAILS AND POSTSo
METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL
RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB,UNLESS OTHER�yISE SHO�IN
ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED �ITH THE ALUMINUM
RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB.
METAL HANDRAILS SHALL BE IN ACCORDANCE �IITH THE PLANS. RAILS SHALL BE
AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE.
FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERI�ISE SHALL BE
REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL
BE OBTAINED.CASTINGS �yITH DISCOLORATIONS OR OF NON—UNIFORM COLORING �ILL
NOT BE ACCEPTED.CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTSo
SPECIAL NOTESo
GENERALLY,IN CASE OF DISCREPANCY,THIS STANDARD SHEET OF NOTES SHALL
GOVERN OVER THE SPECIFICATIONS,BUT THE REMAINDER OF THE PLANS SHALL GOVERN
OVER NOTES HEREON,AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE
SPECIFICATIONS ARTICLE 105-4.
PRELIMINARY PL�!�N S
DO NOT USE FOR CONSTRUCTION
PREPARED BY
TGS NGINEERS
107-A Iy�ICA AyENuE
�ORGANTON,NC 28655
PROJECT N0� 17BPo11.R�68
AsHE couNrY
STATI�Ni 13+10�00—L—
1 �1
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
SINGLE
19'-5"X 4'-11"
ALUMINUM BOX CULVERT
C� 4 0 °
REVISIONS
BY: DATE: N0. BY; DATE:
SHEET N0.
S-5
TOTAL
SHEETS
5