20150922 Ver 1_Alleghany 61_11192014_20150908

3ENCHMARKe BM'�1: —L— 12+54 32' RT W 9726H2e33. E 1347967e10)
RR SPIKE IN 12"OAK, ELEV, 2904�40' NAVD 88
C SINGLE 25'-2°X 6'-2"
ALUM1NlJM BOX CULVERT
STAe 13+O1v00 —L— �
CLAS� I :�'P :�AP
(SEE ROA�WAY PLANS)�
(TYP.)
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NOTES
ASSUMED LIVE LOAD ----------HL-93 OR ALTERNATE LOADING.
DESIGN FILL----------—-----—MINe I'-6", MAXe 2'-10"e
MATERIALS SHALL MEET THE REQUT_REMENTS OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
THE DETAILS SHOWN ARE FOR GENERAL LAYOUT ONLY.THE SLIPPLIER
SHALL PROVIDE DESIGNS AND DETAILS TNAT MEET THE REQUIREMENTS
OF AASHTO SECTION 12 AND ARE SEALED BY A NORTH CAROLINA
REGISTERED PROFESSIONAL ENGINEERe
LJNLESS OTHERWISE INDICATED,iHE SIJPPLIER SHALL DESIGN,DF'qT!;
AND FURNISH ALL STRUCTURAL ELEMENTS AND FIARDWAREe
FOR CULVERT DIVERSION DETAILS AND PAY ITEM,SEE EROSION
' n CONTROL PLANS
ro vaNCENT
cTVP}�
—� — — — � — �i
18'-0' 18 _'�
36'-0'
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LOCATION SKETCH
FOR UTILITY INFORMPTION. SEE UTILITY PLANS AND SPECIAL PROVISIONS.
5�—z�i�c„
29'-7 %8„
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29'-5 %n"
29'-0
�EL. 2906.78'� � �
EL. 2905.41'±
EL. 2902.17'=
EL.7_897.67'±
ELe2897.74'±
ASSEMBLED BY : CCC DATF : 9/I`�
CHECKED BY ; JBW DATE � 9/14 SPECIAL
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Ge�e �L C� S�I�Ae 13+01.00e 2907e25'
BED ELe C� S�iAe 13+OIv00e 2899e6'
ROADWAY SLO!'FSe 2e1
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FOR OTHER DESIGN DATA AND NOTES SEE STANDARD NOTE SHEET,
FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONSe
FOR FOUNDATION MATERIAL,SEE SPECIAL PROVISIONSe
FOR CRANE SAFETY,SEE SPECIAL PROVISIONSe
FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS.
FOR ALUMINUM BOX CULVERT,SEE SPECIAL PROVISIONSe
FOR CULVERT BACKFILL,SEE SPECIAL PROVISIONS.
THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF THE
CULVERT BEFORE STAKING IT OUT 70 MAKE CERTAIN THAT
IT WILL °ROPERLY TAKE CARE OF THE FILL.
THE EXTSTING STRUCTURE CONSISTING OF (ll30'-6"TIMBER FLOOR
ON I—BEAMS,END BENTSeTIMBER CAPS/TIMBER POST AND SILLS
SHALL BE REMOVEDe
REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT
TO ALLOW DEBRIS TO FALL INTO THE WATER.THE CONIRACTOR SHALL
REMOVE THE BRIDGE AND SUBMIT PLANS FOR DEMOLITION IN
ACCORDANCE WITFI ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.
INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURE STEEL
CONTAINS LEAD.THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLE
107-1 OF THE STANDARD SPECIFICATIONS.ANY COSTS RESULTING FROM
COMPLIANCE WI7H APPLICABLE STAIE OR FEDERAL RtGULATIONS
PERTaINING TO HANDLING OF MATERIALS CONTAINING LCAD BASED PAINT
SFIALL BE INCLUDED IN THE BID PRICE FOR 'REMOVAL OF EXISTING
STRUCTURE AT STATION 13+01v00 —L—e"
EXCAVATE 1'BELOW THE CULVERT AND FOOTING AND RFPI_ACF WIiH
FOUNDATION CONDITIONING MATERIAL IN ACCORDANCE WITH ARIICLE
414 OF 7HE STANDARD SPECIFICATIONS.
NO WORK SFIALL BE DONE ON THC CULVCRT AT STAe13+01v00—L— UNTIL THE
AREA 0� THE BOX CULVERT HAS BEEN UNDERCUT TO ELEVPTION 2897e6'
AND UNSUITABLE MATERIAL REPLACED WITH SUITABLE MATERIAL,
PROPERLY COMPACTED TO THE ELEVATION OF THE BOTTOM OF TNE
PRQPOSED CULVERT.THE LIMITS OF THIS UNDERCUT ELEVATION ShALL
E3E AI LEAST THE LIMITS OF IHE BOX CULVERT INCWDING THE WINGSD
NO SEPARATE PAYMENT WILL BE MADE FOR ANY TEMPORARY SHEETING,
UNDERCUT,OR UNSUI7ABLE MATERIAL REPLACEMENT AS REQUIRED TO
CONSTRUCT THE PROPOSED CULVERT.PAYMENT IS INCWDED IN THE
W MP SUM PRICE FOR CULVERT EXCAVATIONe
NATIVE MATERIAL EiETWEEN BAFFLES 1N THE CULVERT SHALL PROVIDE
A CONTINUOUS LOW FLOW CHANNELeNATIVE MATCRIAL CONSISTS OF MATERIAL
TFIAT IS EXCAVATED FROM THE STREAM BED OR FLOODPLAIN AT THE PROJCCT
SITE DURING CONSTURCTION.ONLY MATERIAL EXCAVATED FROM THE STREAM
BED MAY BE USED TO LINE THE LOW FLOW CHANNEL.CLASS B RIP RAP MAY
BE USED TO SLJPPLEMENT THE NATIVE MATERIAL IN THE HIGH FLOW PORTION
OF THE BARREL.IF RIP RAP IS USED,NATIVE MATERIAL SHALL BE PLACED
ON TOP TO FILL THE VOIDS AND PROVIDE A�LAT SURFACE �OR ANIMAL
PASSAGEeNATIVE MATERIAL IS SUBJECT TO APPROVAL BY T'���I� ENGIN�ER AND
MAY BE SUBJECT TO PERMIT CONDITIONSe
16'-0" 18'-109�5�� 1 T'-2��6" 1
— — — ELe 289He83 , � � � .
�
EL.2896.05'� /
� —�I 9RQR 91'+ �i �ac� Gi�+
ELe 2897e96' 1�
PROFILE A�ONG � CU�VERT
Fi e z�so.ah�• �
EL. 2895.03'=
ELe 2888.79' � —I
aacanaeo ev
rGS nuGlrcEEr+s
00A N L FAYEiiE Si
SHEL9T.NC 20150
TOTAL STRUCTURE QUANTITIES
REMOVAL OF EXISTING S-RIJCT'JI�E WI�° SUM
%� STA. 13+01.00—L—
4UJMINUM 130X CULVERT LL1MP SUM
C� STA. 13+01.00—L—
CLILVERT EXCAVATION LUM� SUM
�OUNDATION MATERIAL 68 TONS
CLILVERT BACKFILL 260 TONS
CONCRETE HEADWALLS q3e8 CeYe
REBAR AS NECFSSARY W M° SUM
FOR 116ADWALLS
I—IYDRAULIC DATAa
DESIGN DISCHARGE
�REOUENCY OF DCSIGN DISCHARGE
DESIGN HIGH WATER ELEVATION
URAINAGE AREA
BASE DISCHARGE
�RECIUENCY QF BASE DISCHARGE
BaSE HIGH WATER ELEVATION
CVERTOPPING FLOOD DATAe
470 CFS
25 YRS.
2904.3'
1e26 SQe MI�
700 CFS
100 YRSe
2905.72'
OVERTOPPING DISCHARGE 550 CFS
FREQUENCY OF OVERTOPPING FLOOD 50 YR�
OVERTOPPING FLOOD ELEVATION �2905e28'
�OVCRTOPPING ELEVATION REPRESENTS
ELFVATION C� SAG (—L— STA. 11+25, 9' LT)
I HEREBY CERTIFY THESE PLANS
ARE THE AS—BUILT PL�NSe
SEAL
PRELIMINARY PI,ANS
DO NOT USF. FOR CONSTRL"CTION
PROJECT N0, 17BPo11oRo61
ALLEGHANY COUNTY
STATION� 13+01o00—L—
S`IEET 1 OF 3 REPLACES BRe NOe 0200oi
S?A'F. OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RA�E����
SINGLE
25'-2" X 6'-2"
ALUMINUM BOX CULVERT
C� 9 0 °
REVISIONS SFF_ET N0.
N4., BY: DATE: N0. BY: �AiF: C—I
�'I � � TOTAL_
z

ELe 2906e57'
TOP OF HEADWALI_
(LEVEU
INVERT ELe 2898�49'
c� OUTLE �
GEOGRID �a 1'
ABOVE CULVCRT
I 1'-S"
i'-6"MINe
COVER
I WIROA�WCUL ERTTERSECTION
I 2'-10" MAXe
COVER
36'-0"= CU�VEf�T LENGTH
I 1,_3„
18'-0"= ROADWAY WIDTH
OeG4 I Oe04 Ov0 �2
r— _ �
�'-3`(TYPJ
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Ov006'/' �
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�I �IN ERT ELe 2898e60'
a � ROADWAY
CU�VERT SECTION NORMAL TO ROADWAY
36'-0"= LCNGTII OF CULVE�-
1£�'-0" 18'-0"
WI �
o � CULV��R�
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I 1 i 5��„
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3'-0" � I I 15'-Q'-* FLOW
OUTLF.T � � (���.)
BAF�L� � o oo�� � oo �0
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90°00'0�"
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° °�O y� h �D�00000�o�CQO�
Oo� o�o°D°d o���00���0� I� � 2,_�„
0°0�000 ��o � INLET
� BP�!:_:���� � BAFFLE
� lis�6„
W2 �
� ° W4
I
PLAN OF ALUMINUM BOX CULVERT
ELe 2907e76'
i0P OF HEADWALL
(LEVEU
INVERT EL.2898.71'
C� INLET
NOTE,
CONCRETF HEADWALLS SHALL BE DESIGNED TO ACCOMODAT
TRArFIC LOADING.
CONCRETE HEADWALLS MUST BE DYED TO MATCH
U� DEPARTMENT OF THE INTERIOR NATIONAL PARK
ScRVICC SP�CTFICATIONS.
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G ri ii vcn r -
MSN. ��. 29D7.76'
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END E�EVATION OF INLET - NORMAL TO SKEW
(LOOKING DOWNSTREAM)
� w
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0
CONCRETE � CULVE�'—n� �MINe ELe 290oe57'
HEADWALL I
W2 � WZ
CLASS I RIP RAP
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%� VARIES 9'-0" �'�VARIES ,
8A� i=LE LOW FLOW CHANNEL � BAFFLE `� z,
o� �
7'-0" 2S'-2"SPAN 10'-0"
END ELEVATION OF OULET - NORMA� TO SKEW
(I OOKII�G �OWNS7RFAMl
� C LOW FLOW CHANNEL TO BE LOCATED AT C� �XTSTING
STREAM BED AT INLET AND OUTLET OF CULVCRTe
LOW FLOW CHANNEL 1N 3AFFLES SHALL BE LOCATED IN
A STRATGFIT LINE 86TWEEN ?I-�E INLET AND OUTLET
— CLILVERT FLOW CHANNFLS.
IN'�RNA� PROJECT NOa 17BPa11oRa61
BAFFLE
ALLEGHANY COIJNTY
STATIONo 13+01o00—L—
I SHEE1 2 OF 3 F�EPLACES BRe N0, 020061
� VARIES � 9'-0" � � VARIES �
BAFFLE LOW FLOW CHANNEL BAFFLE '
ZS'-2" SPAN _
CULVERT INTERNAL SECTION
(LOOKING DOWNSTREAM)
� PRELIMINARY PLANS `�`°°��� a`
��s E���EE�s
BOA x LFF4YEiiE Si
DO NOT USE FOR CONSTRUCTION �"E�a` "� �a'�°

DESIGN DATAo
SPECIFICATIONS — — — — — � — — — — — — — — � AvAeSaH.TeOe (CURRENT)
LIVE LOAD ————————————————— SEE PLANS
IMPACT ALLOWANCE — — — — — — — — — — — — — — SEE AvAeSeHe7v0.
STRESS IN EXTREME FIBER OF
STRUCTURAL STEEL — AASHTO M270 GRADE 36 — 20,000 LBS.PER SC1.IN.
— AASHTO M270 GRADE SOW — 27,000 LBS. PER SCle INe
— AASHTO M270 GRADE 50 — 27s000 LBSePER SQeTNe
REINFORCING STEEL IN TENSION
C��l��C 60 —— 24,000 LBS� PER SQ. INe
CONCRETE IN COMPRESSION — — — — — — — — — — 1,200 LBS, PcR SCl. INo
CONCRETE IN SHEAR — — — — — — — — — — — SEE A.AeSeHeT.Oe
STRUCTURAL TiMBER — iREATED OR
UNTREATED — EXTREME FIBER STRESS ————— 1,800 LBS. PER SQ. IN.
COMPRESSION PERPENDICULAR TO GRAIN
OF TIMBER — — — —
EQUIVALENT FWID PRESSURE OF EARTH —————
MAIERIAL AND WORKMANSH1Po
375 LBS. PER SQ. INe
30 LBS. PER CU. FT.
(MINIMUM)
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
THE 2012 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES"OF THE
Ne C. DEPARTMENT OF TRANSPORTATIONe
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL
BE HOT ROLLED,
CONCRETEo
UNLESS OTHERWISE REQUIRED ON PLANS,CLASS A CONCRETE SHALL BE
USED FOR ALL PORTIONS OF ALL STRUCTURES WITH IHE EXCEPTION IHATe
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES,
ABUTMENT BACKWALLS,AND APPROACH SLABS4AND CLASS B CONCRETE SHALL
BE USED FOR SLOPE PROTECTION AND RIP RAP.
CONCRETE CHAMFERSo
UNLESS OTHERWISE NOTED ON THE PLANS,ALL EXPOSED CORNERS ON
STRUCTURES SHALL BE CHAMFERED 3/4"WITH THE FOLLOWING EXCEPTIONS:
TOP CORNERS OF CURBS MAY BE ROUNDED TO 1-1/2"RADIUS WHICH IS BUILT
INTO CURB FORMSg CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS
SHALL BE ROUNDED WITH A 1/9°FINISHING TOOL UNLESS OTHERWISE REQUIRED
ON PLANS;AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES
AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED i�0 A 1/4"RADIUS
WITH A FINISHJ.NG STONE OR TOOL UNLFSS OiH�RWISt RECIUTRED ON PLANS.
DOWELSo
DOWELS WHEN INDTCaTED ON PLANS AS FOR CULVE�7 FX7FNS:DNS,SHA1_L
BE EMBEDDED AT LEAST 12"ZNTO TflE OLD CONCRETt AND GRQUTED INTO
PLACE WITH 1:2 CEMENT MORTARe
REV. 6-16-95 EEM O RGW REV. 5-7-03 RWW O JTE
REV.8-16-99 RWW OLES REV. 5-1-06 TLA OGM
STANDARD NOTES
A��OWANCE FOR DEAD �OAD DEF�ECTION,SETT�EMENT
ETCeIN CASTING SUPERSTRUCTURESe
BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANSe
SLABS,CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVEe
ALL DIMENSIONS WHICH ARF GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD
DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF E3EARING UNLESS OTHERWISE NOTED
ON PLANSe 1N SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRE7E
GIRDER BRIDGES,ADJUSTMCNTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS
FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING
UP TO THE SLAB,THE VERTICAL DIMENSICNS OF THE BLGCKS SHALL BF ADJUSTED
CETWEEN CEARINGS TO COMPENSAIE FOR DEAD LOAD DEFLECTIONS,VERIICAL CURVE
ORDINATE,AND ACTUAL BEAM CAMBERe WI—IERE BOTTOM OF SLAB IS IN LINE WITH
BOTTOM OF TOP FLANGES,DEPTH OF SLAB BETWECN BEARINGS SHALL BE ADJUSTED
TO COMPENSATE FOR DEAD LOAD DEFLECTION,VERTICAL CIJRVE ORDINATE,AND
ACTUAL BEAM CAMBER.
IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS,AN
ALLOWANCE SHALL QE MADE FOR DEAD LOAD �EFLECIIONS,SEITLEMENT OF FALSEWORK,
AND PERMANENT CAMBER WHICH SHALL BE PROVIDED F0� IN ADDITION TO THE
ELEVATIONS SHOWNe AFTER REMOVAL OF THE FALSEWORK,THE FINISHED STRUCTURES
SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND
CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEFR.
DETAILED DRAWTNGS FOR FALSEWORK OR FQRMS FOR BRIDGE SUPERSTRUC�IJFi�-
AND ANY STRUCTURE OR PARTS OF A S?RUCTURE AS NOT�� ON ?NF PiqNS SHALL
BE SUBMITTED TO THE ENGINEER FOR APPROVAL BErORE CONSTRUCTIQN OF THE
FALSEWORK OR FORMS IS STARTEDe
REINFORCING STEELo
ALL REINFORCING STEEL SHALL BE DEFORMEDe i�T_MENSlONS �EiqT NE TO
PLACEMENT OF REINFORCING ARE TO CFNTERS OF BARS UNLESS OTHERWISE INDICATFD
IN THE PLANSe DIMENSIONS ON BAR GETAILS ARE TO CENTERS OF BARS OR ARE OUT
TO OL1T AS INDICATCD ON PLANS.
WIRE BAR SUPPORTS SHALL BE PROVIDCD FOR REINFORCING STEEL WHERE
INDICATED ON THE PLANSe WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINIJOUS
LINES,THEY SHALL BE SO PLACED THAT THE FNDS OF THF SIJPPORTING WIRES SHALL
l3E LAPPED TO LOCK LEGS ON ADJOINING °IFCES.
STRUCTURA� STEELo
AT THE CONTRACTOR'S OPTION,HE MAY SUBST1TlJ'F 7/8°0 SHEAR STUDS FOR THF
3�q" 6 STUDS SPECIFIED ON THE PLANSe THIS SUBSTITUiION SHALL DE MADE AT
THE RATE OF 3— 7/8"!7� STUDS FOR 4— 3/4"� STUDS,AND STUD SPACING CHANGES
SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF 7/8"PJ S1��U�S
ALONG THE BEAM AS SHOWN FOR 3/4"PS STUDS BASED ON THE RATIO OF 3— 7/8"�
STUDS FOR 4— 3/4"�S STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MuSi
BE PROVIDED. THE MAXIMUM SPACING SHALL 13E 2'-0".
EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER
PLATE IS IN CONTACT WITH BEARING PLATE,THE CONTRACTOR MAY,AT HIS OPTION,
SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE
EQUIVALENT AREA PROVIDED THESE PLAiFS ARE AT LEAST 5/16"IN THICKNESS AND
DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDIH LESS 2"OR A THICKNESS
CQUAL TO 2 TIMES THE FLANGE TI—IICKNCSSe THE SIZE OF FILLCT WCLDS SHALL CONFORM
TO THE REQUIREMENTS OF THE CURRENT ANS LAASHTO/AWS "BRIDGC WELDING CODE"e
ELECTROSLAG WELDING WILL NOT BE PERMITTEDe
WITH THE SOLE EXCEPTTON OF EDGES AT SURFACES WHICH BEAR ON OTHER
SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY
ROUNDCD BY SUITABLE MEANS TO A RADIUS OF APPROXiMATCLY 1/16 INCH pR
EQIJIVALENT FLAT SURF�C�� AT A SUTTAEL� �NGL� PRIOR TO fAINTING,GCLVANIZING,
OR ME?ALLIZINGe
REV. 10-1-11 MAA f 1 GM
PRELIMINARY PI.ANS
ll0 NO'C USF: FOR CONS1'RUC1'ION
I��IANDRAI�S AND POSTSo
METAL SIANDARDS AND FACES QF TIIE CONCRETE END POSTS FOR THE METAL
RAIL SHALL 8E SCT NORMAL TO THE GRADE OF THE CURB, UNLESS OTI—IERWISE SI—IOWN
ON PLANSe THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE AW MINUM
RAIL SHALL BE BUILT PARALLEL TO 7HE GRADE OF THE CURB.
METAL HANDRAILS SHALL BE IN ACCORDANCE WITH 7HE PLANSe RAILS SHALL BE
AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCEe
FTNS AND OTHCR DEFORMATIONS RtSULTING FROM CASTING OR OTHERWTSE SHALL BC
REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL
BE OBTAINED.CASTINGS WITH DISCOLQRA?IONS OR OF NON—UNI�ORM COLORT_NG WiLL
NOT BE ACCEPTED.CERTI�IED MILI. REPORTS ARF RF_OLIIRED FCR METAL. RATI._5 AND POSTS.
SPECIAL NOTES�
GENERALLY,IN CASE OF DTSCRFPANCY,THIS STAN�ARD SEFF_T OF NO-FS SHALI_
GOVERN OVER IHE SPECIFICATIONS,QUT THE REMAINDER OF THE PLANS SHALL GOVERN
OVER NOTES HEREON,AND SPECIAL PROVISIONS SHALL GOVERN OVER ALLe SEE
SPECIFICATTONS ARTICLE 105-4e
PREPaREO ar
res ENCiNEEas
804 N LAFAYEiiE S�
SHELBY, NC 28150
PROJECT Noo 17BPo11oRo61
AL�EGHANY CouNTY
STAT�oNo 13+01000—�—
SHEET 3 OF 3
STDo NOo SN