20181716 Ver 2_Permit Plans (Revision)_20190325

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OBEGIN BRIDGE
� -L- STA. 11+62.50 •..`..'..�.. �.
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A�--- _� y
STR UCTURES
U Prepvr� In IhO /Ice M: .
DESIGN DATA PROJECT LENGTH pAUGHN Cn MELTON
� ,�isirsvfr.iarxc n�i� op XOqPp .
ADT 2012 = 440 LENGTH ROADWAY PROJECT 145P20441.2 = 0.049 MI. roa rHE xonrH,caro�rxa oritsiori oF Hlcmvnrs 4a� �o
ADT 2025 = 600 .
LENGTH STRUCTURE PROJECT 745P.20441.2 = 0.026 MI. '
C. ' T = b% TOTAL LENGTH OF PROIECT 145P.204412 = 0.075 MI. HAROYrWltus. rE � ���.
� Pxo�sc �cme�
' TTST = 3' DUALH 3 LETTfNG DAT6: b .
O JUNE 25 2019 CHRISTOPHFR CORDEIL PE �9f pP4's ,
rxofEcr orcrer rxcixesn Af qpAMOQ
U FIINC CIA55 = LOCAL RURAI ���.
SUB-REGIONAL ilfR .

T
11+50
FILL FACE n. EN� BENT N0.1
STA I1+62.50 -L-
G.P. EL. 1.41832
1'-6"TO LIMITS
OF UNCLASSIFIE�
STRUCTURE EXCAVATION�
-- f ------------�P �
LOW CHOR�
EL. 1412.28
H.W. EL. 1415.9
�///'''SAWCl1T TO ��0100)
EL. 1411.5 �
CLASS II r
�RIP RAP TEMPORARY I
i � (TYP.) CAl1SEY/AY i
I
_'__'_'___"___'__ '
I
o `p _'_'i
I .� --
103/q"DIA� I1 ��
VERTICAL �I��
MICROPILES
ITYP.1
END BENT N0.1
Site
lA
EARTH BERM
EL. 140635
(TYP.)
FILL FACE CJ �
END BENT N0.1
� 1
TO SR 13g
_ ��_
EXTENDED�
TANGENT
Im�act Descri�tion Im�act Len
Causeway 100'
Bc \
� ��
�F�
a ��i o o�
���� 1A
�TEMPORARY
BENT
� \ ooe
0
> >h� �\Qo o �
�\.
� �TEMPORAftY �\,
SHORING (TYP.) �.,
TEMPORARY
CAl15EWAY
TEMP.SHORING
6i'-6"
I NOTES:
END BENTS ARE PARALLEL.
MICROPILES NOT SHOWN IN PLAN VIEW FOR CLARITY.
EARTH BERI
EL.1405.79
(TYPJ
m
BEGIN FRONT SLOPE
STA.13+�3.46 -L-
G. P. EL. 1917.56
�l1NCLASSIFE�
STRUCTURE E%CAVATION
END BENT N0. 2 � SAwcuT eeMovn� oF
EXISTING ABUTMENTS
CLASS II \
RIP RAP ITYP.1\�..
N IO' l� 50b' E �-L' ''�\\ \
� 45°-00'-00"
��� ITYP.I /J�'
\\ EXISTING //
\�� SUB5TRl1CTl1REJ \
\\\ ITYP.1
�D�o I
p �-J CONTRACTOft SHALL SAWCUT
AS NECESSARY AND ENSl1RE
"oy 7HE STA9ILITY OF THE
EXISTING Sl10STRl1CTl1RE
�2�, (THIS CORNER ONLY)
�„\ 9
67'-6"
OF BRIDGE (FILL FACE TO FILL FACEI
PLAN ALONG C/L SURVEY —L—
'••P1�..CARO<i�'..
: i.�.o`f55i� , e�?
_ =a SEAL ��5 �"s
_ ' mn -
�y �'.;�'ciHEtQ.y�y,:
., qo`,
�OCIIMENT NOT CONSI�ERE�
FINAL 11NLE5S ALL
SIGNATIIRES COMPLETED
��
Yaugh�&111ellon
c.n.WAslM1ev1118' a
SPAN A
LOW CHORD
EL. 1411.71
�EXISTING
SUBSTRUCTURE EXCAVATE TO
EL.1403.83
NYlS �
�EL.1403.0' :
� _""_ '_,."'_"'___- - _f I I
�'� �
SLOPE
TO I-40
PI = I1+50.00 PI = l3+30.00
EL = 1,418.78' EL = 1,417.48'
VC = 25' VC = 30'
�+�3.5723% d (-10.5000% �_
� �> ��
VERTICAL GRADE DATA —L—
PI STA.11+17.63 PI STA.13+92.97
0 = 39" 56' 09.4"ILTI � = 46° IS'14.2"(LT1
D= 49° 09' 25.2" D= A9° 04' 25.2„
L =90.61' L =104.95'
T = 47.23' i = 55.52'
R = 130.00' R = 130.00'
HORIZONTAL CURVE DATA —L—
ROCK ANCHOR
RETAINING WALL
6EE PLAN57
I HEREBY CERTIFY
THAT THESE PLANS
ARE THE AS-BUILT
PLANS.
�-� �
PROJECT No. 14SPe20441,2
FILL FACE � HAYWOOD
ENo eENr No.z COUNTY
� STATION: 12+30,00 —L—
TEMPORARY CAUSEWAY DETAIL

_ _ _
AISCHIIY1Lt
END BENT NOoI
FOUNDATION LAYOUT
F 0 UND A T I ON NO T E S �IMEeRA�CESMICROPILE5M5HALL 9E 9ATTEflED AT 3;q2INE5.
FOR AIICRaPILE5,5EE MICftOPILES SPECIAL I'ROVISION
OESIGN DON� I.ENGTH FOR �IICROPILES �T ENU BENT N�.IFOR A FACTORE� RESISTANCE OF 95 TONS PEP PILE.
t15E REINFORCING CASINGS VYITH YIEL� STRENGTHS OF AT LEAST 50 KSI FOR MICROPILES AT EN� �ENT NO.t.
INSTALL REINFORCING CASINGS FOR MICPOPILES AT EN� �ENT N0.1 TO A TIP ELEVATION NO NIGHER TIIAN 1.390 FT (LTI.
1,382 FT IRTIAN� WITH A PENETRATION OF AT LEAST 10 FT INTO ROCK.
�ESIGN �ON� LENGTH FOR MICROPILES AT END BENi N0.2 FOR A FACTORE� RESISiANCE OF 95 TONS PEP PILE.
115E REINF02CING CASINGS V4ITN YIEL� STRENGTHS OF AT LEAST 50 I(SI FOP MICROPILES AT ENO 9ENi N0.2.
INST�LL REINFOPCING CASINGS FOR �IICROPILES AT EN� 6ENi N0.2 TO A TIP ELEVATION NO HIGHER T11AN 1,390 FT (LT1.
1,396 Fi (fiTIAN� WITH A PENETRATION OF AT LEAST IO Fi INTO ROCK.
MICROPILES AT EN� 9ENT N0.1 & END dENT N0.2 ARE �ESIGNE� GOR A FACTOREO SHEAR LOA� OF 6 NIPS.
END BENT N0, 2
= oaSEAL'�ry���_
y::,�M1'�rxEf,y\`�,�`
DOCl1MENT NOi CONSI�F.RE�
FINAL IINLESS ALL
SIGNATlIRES COMPLETE�
KEY
O _ to�^oia.
VERTICAL
MICROPILES
n _ ia�"ozn.
U BRACE
AIICROPILES
PROJECT N0. 195P,20441,2
HAYWOOD couNrY
STATION: 12+30.00 -L-
SHEET 2 OF ] �
v� �EPARTMEMEOF`TRANSPORTATION
Yau9Y�5Mellon p E,a
` ` FOUNDATION LAYOUT
°'� FOR BRIDGE OVER
,,,,.,�K ��.,,,.�<e BIG CREEK ON SR 1332
(WATERVILLE RD.>BETWEEN
�� .. . ..... . . . . .. ... ...... . .. ... . .... ... ... . . .. ..... . ... ....... .. ......... .. ... .. . . ......... ... . . .. .. . .. ...... . . .. .... . ....... .. ...... . .. . . ..... . . ...... . . ........ . ......... ... . ... .. .. .. .. ... ...... .. . .

_ __
BM"I N 761788 E 784091 STA. 10+79.17 -L- 22.8' (LT) ELEV.=14R.4Y RAILROAD SPIKE IN 24"HEMLOCK
\����
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C>
1\ ' S0.5 200�
� '\ � Np� ey W000S
�F \
r\� �
� i "\
�
PROPOSE�
Gl1AR�RAI�
IROA�WAY
OETAIL
& PAV ITEM)
i
� FOR UTILITY INFORMATION,SEE UTILITY PLANS AN� SPECIAL PFOVISIONS.
LOCATION SKETCH
HroRau�zc oarn
�ESIGN DISCHARGE = 5300 CFS
DESIGN FRE�UENCY = 25 YRS
�ESIGN HW ELEVATION = 1414A FT
BASE �ISCHARGE = 7000 CFS
�ASE FREOl1ENCY = 100 YRS
eASE HW ELEVATION = 1415.9 FT
OVERTOPPING FL00� OATA
OVERTOPPINC �ISCHARGE = 9900 CFS
OVERTOPPING FREOUENCY = 500 YRS
OVERTOPPING ELEVATION = 1416.6 FT
OftAINAGE AREA = 36.2 SO.MI.
GENERAL NOTES:
ASS�MED LIVE LOA� = HL-93 Ofl ALTERNATE LOApING. TNE MATERIAL SNOWN IN THE CRO55-HATCNE� AREA ON SHEET S-1
SHALI BE EXCAVATE� FOR A DISTANCE OF 25 FT.EACH SI�E OF
THIS BRI�GE HAS BEEN �ESIGNEO IN ACCOfiOANCE WITH THE CENTEPLINE FOApWAY AS �IRECTE� BY THE ENGINEEP.THIS WORK WILL
AASHTO LFFO BflI�GE OESIGN SPECIFICATIONS. BE PAI� FOR AT THE CaNiFACT LI1MP SIIM PRICE FOP UNCLASSIFIED
STRUCTl1PE EXCAVATION.SEE SECTION 412 OF THE STAN�ARD
1HI5 BRI�GE IS LOCATE� IN SEISMIL ZONE 1. SPECIFICaiI0N5.
FOR OTHER �ESIGN OATA AN� GENERAL NOTES,SEE SiANDARO FOR LIMITS OF TEMPORARY SH�RINC FOR MAINTENANCE OF TRAFFIC,SEE
SHEET SN. TRAFFIC CONTROL PLANS.FOR PAY ITEM FOR TElAPORAPY SHOPING FOR
FOR SUBMITTAL OF WORKING �PAWINGS.SEE SPECIAL PROVISIONS. MAINTENANCE OF TRAFFIC,SEE ROAOWAY PLANS.
FOR FALSEWORK AND FOPMWORI(.SEE SPECIAL PflOVI5I0NS. AFTEP SEFVING AS TEMPORAFY STRIILTIIftE,THE EXISTING STRUCTIIRE
CONSTSTING OF 2 SPANS;I ld 59' ANO 1(d 56'-6',1].25 FT. WI�E.
116 FT.TIMBEP �ECK ON STEEL GIRpEPS ON REINFORCE� CONCflETE
FOR CRANE SAFETY,SEE SPECIAL PROVISIONS, ENO BENTS ANO 6ENT,AN� LOCATED AT TNE PROPOSE� STRUCTIIRE,
FOR GROVi FOR STRVCTIIRES,SEE SPECIAL PROVISIONS. SHALL 9E REMOVE�.THE EXISTING 6RIOGE IS PPESENTLY NOT
POSTE� FOft LO�� LIAIIT.SHOII�� THE STRIICTl1RAL INTEGRITY
OF THE BRIOGE �ETEftIORATE �UPING CONSTRUCTION OF THE PROPOSE�
THE CONTRACTOR SHALL USE A MINIAIUM OF ONE TEMPOflARY BFI�GE,A LOA� LIMIT MAY 9E POSTEO ANO MAY BE FE�tICE� AS
BENT FOR EACH STAGE FOR THE ERECTION OF STEEL PLATE GIROEftS. FOIIN� NECESSARY DIIRING THE LIFE OF THE PPOJECT.
SEE 'GIF�ER ERECiION OETAILS"SNEET.
THE SlIBSTRIICTl1RE OF THE E%ISTING �RIOCE IN�ICATE� ON THE PLANS
FOR TEMPORARY fiENT,SEE SPECIAL PROVISIONS.PAYMENT FOR IS FROM THE BEST INFORMATION AVAILABLE.SINCE THIS IN(ORMATION
THE TEMPOFARY 9ENT SHALL BE INCL��ED IN THE Ll1MP SI1M IS SHOWN FOR THE CONVENIENLE OF THE C�NiflALTOR.THE
PRICE BIO FOR STRIICTIIFAL STEEL. CONiFACTOR SHALI HAVE NO CLAIM WHATSOEVER AGAINST THE
DEPAFTIAENT OF TRANSPORTATION FOR ANY UELAYS OR AOOITIONAL
REMOVABLE FORMS MAY BE USE� IN LIEII OF METAL STAY-IN-PLACE COST INCl1RRE� BASEO ON �IFFERENCES BEiWEEN THE EXISTING BRI�GE
FOFA15 IN ACCON�ANCE WITH ARTICLE 420-3 OF THE STANDAftD 51195TRUCTIIflE SHOWN ON THE PLANS AN� THE ACTUAL CONOITIONS
SPECIFICATIONS. AT THE PPOJECT SITE.
NEE�LE 9EAM5 WILL NOT BE AILOWE� I1NLE55 OTHERWISE REMOVAL OF THE EXISTING BRI�GE SHALL BE PEPFORMEO 50 AS NOT TO
CALLEO FOP ON THE PLANS OR APPROVE� BY THE ENGINEER. ALLOW �EBRIS TO FALL INTO THE WATEF.THE CONTRACTOR SHALL PEMOVE
THE BRIDGE AN� SU6MIT P�ANS FOR OEMOLITION IN ACCORpANCE WITH
ALL STRUCiURAL STEEL SHALL BE AASHTO M210 GRA�E SOW ARTICLE 902-2 OF THE STAN�AR� SPECIFICATIONS.
AN� PAINTEO IN ACCOP�ANCE WITH SYSTEM 5 OR SVSTEM 6
OF THE STFIICTIIRAL STEEL SHOP COATINGS PROGRAM AN� SELTION iHIS STRUCTl1FE HAS 9EEN �ESIGNEO IN ACCOR�ANCE WITH " HEC IB-
442-B OF THE STAN�AR� SPECIFICATIONS �NLE55 OiHEPWISE EVALl1ATINC SCO�R AT 9RI�GE."
NOTE� ON THE PLANS.
FOR EROSION CONTROL MEASURES,SEE EROSION CONTROL PLANS.
INASMtICH AS THE PAINT SYSTEM ON THE EXISTING STRIICTI1RAl
STEEL CONTAINS LERD,THE CONTRACTOR'S ATTENTION IS OIRECTE� FOF ASBESTOS ASSESSMENT FOR 9RIOGE OEMOLITION AND RENOVATION
TO ARTICLE 10)-1 OG TNE SiAN�AR� SPECIFICATIONS.ANY COSTS A�TI�ITIES,SEE SPECIAL PROVISIONS.
RESIILTING FROM COMPLIANCE WITH APPLICABLE S1A1E OP FE�EPAL
REGIILATI0N5 PEPTAINING TO NANDLING OF MATERIRLS CONTAINING
LEAO BASE� PAINT SHALL BE INCLt10E0 IN iNE BI� PRICE FOR
REMOVAL OF EXISTING STRUCTl1RE AT STATION 12+30.00 -L-:
THE CLASS AA CONCRETE IN THE BRI�GE �ECK SHAL� CONiAIN
FLV ASH OR GROIINO GPANl1�ATE� 9LAST FIIRNACE SLAG AT THE
51195TITUTION RATE SPECIFIED IN ARTICLE 1029-I ANO IN
ACCOPOANCE WITH ARTICLES 1024-5 ANO 1024-6 OF THE STAN�ARp
SPECIFICATIONS.NO PAYMENi WIIL BE MADE FOR THIS
SIIBSTITlITION AS IT IS CONSI�ERE� INCIOENTALTO THE COST
OF THE REINFORCEO CONCFETE �ECK SLAB.
FOR LONSTRIICTION,MAINTENANCE,AN� REMOVAL OF TEMPORARY ACCE55,
SEE SPECIAL PFOVISIONS.
AT THE CONTRACTOF'S OPTION.ANp IIPON REMOVAL OF THE CA�SEWAY.
THE CLA55 II RIP PAP lISE� IN THE CAUSEWAY MAY BE PLACED AS
RIP RAP SLOPE PROTECTION.SEE SPECIAL PROVISIONS FOR CONSTRUCTION,
MAINTENANCE AN� REMOVAL OF TEMPOR�RY ACCE55 AT STATION
12+30.00 -L-.
TOTAL BILL OF MATERIAL
APPPDX.
CONST.MAINT. FEMOVAL OF UNCLASSIFIE REINfORCEO Gfl00VING BRIOGE 2-BAR 1'-2"% 2'-6' RIP RAP FOAM
ASBESTOS CLASS A REINFORCINC192,100 L65. CEOTEXTILE ELASTOMERIC 10�'DIA.
& REMOVAL EXISTING STFIlCTI1RE CONCFETE BRIOGE APPROACH METAL CONCRETE Cl.ASS II JOINT
OF TEMP. STRUCTUflE ASSESSMENT E%CAVATION OECK SLA9 FLOORS CONCRETE SLABS STEEL STRl1CTlIRAL pqIL PARAPET I2'-0'THICK) FOH DRAINAGE BEARINGS SEALS MICFOPILES
ACCESS STEEL
LUMP Sl1M LUMP SUM LIIMP SIIM Lt1MP SIIM SO.FT. SO.FT. CI1,Y�5. LIIMP S11M LBS. LIIMP SIIM �1N.FT. LIN.FT. TONS SQ.Y05 LIIMP SUM LIIMP SUM N0. LIN.FT.
SUPERSTPIICTIIRE LIIMP SIIM 3,06] 3,009 LUMP SUM 246.6i 2'19.10
EN� BENT I �4.4 i.500 220 240 10 30�
EN� 9ENT 2 66.5 6,1�1 210 235 9 155
TOTAL LUMP St1M LUMP Sl1M Ll1MP SI1M LUMP SIIM 3,863 3.809 140.9 LIIMP SUM 13,689 Ll1MP SUM 296.61 279.10 430 qT5 Ll1MP SIIM LtIMP SUM 19 455
DWN.OY: FWW OATE:03/i6
CHK�.BY: HLW DATE:03/IB
OES. EGR.OF PECOP�: LBC OATE: 03/18
' oa�SEAL?�?, �-
,;;`�o��
�OCIIMENT NOT CONSIOEflED
FINAL UNLESS ALL
SIGNATlIflES COMPLETEO
��
va�vran.�m�
PROJECT N0. 14SP,20441.2
HAYWOOD COUNTv
STATION: 12+30.00 -L-
�EPARTMENTEOF TRANSPORTATION
GENERAL DRAWING
FOR BRI�GE OVER
BIG CREEK ON SR 1332
(WATERVILLE RDJ BETWEEN
SR 1397 AND I-40
5-3
�%
40
..._. ..... .... .. . . . ..... ..... . ..... . . . . ._ ... .. .. ...... ... . . . ..... .. .. . ..... . ...... . . _... .. . .. ._.. ... ..... ..... ......_ .. ..... ..... ..... .

NO1ES :
FOF 9ERM WI�TN UTAIENSIONS,SEE GENEFAL URAYIING,
EARTH
EL. I�i
FILL FALE lJ—
ENO 9[NT rv0.1
C
9F
Fy\
\
�M
EARTH BERI
EL.1905.]9
CLA55 II J
RIP RAP (TYP.1
15' 506 E
00'-00"
ITYP.1
� 07
2
FP
TH 9ERM
�aae.35
PLAN C1a END BENT 1
Site Impact Description Impact Length
1 B Rip-rap (Bank Stabilization) 30'
�
\ LEARTH BENM
e�. �aos.ve
PLAN (a ENO BENT 2
_ oa�SEAL.��:-
oacuutrvr rvar corvsioEr+Eo
INAL t1NLE55 A�L
SIGNATlIPES COAIPLEiEO
FILL FACE (d
EN� �ENT N0.2
WALL
ESTIMATED �UANTITIES
eazocE � aia ana cEarExrz�E
STA.12+30.00 -L- LLA55 II FOIi pRAINAGE
12'-0"THICKI
TaNS SOIIARE YAROS
END 6ENT 1 220 �40
EN� BENT 2 21a 235
PROJECT N0. 14SP,20441,2
HAYWOOD COUNTY
STATION: 12+30.00 —L—
v� �EPARTMENTEOFe`TRANSPORTATION
YaugY�6Mellon P F'c�
e, RIP RAP
�... ... ........ . . .... .... . ....... .. . ... ...... ......... .. .... ........ . ......... ....... ......... . ........ .................. . .... . .......... . . ......... ............... ... ......... . .......