20181716 Ver 1_B-175 Permit Plans_20181218

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STR UCTURES
DESIGN DAT.9
ADT 2010 = 450
ADT 2025 = 600
'T = b %
V = 25 MPH
" TTST = 3 DUAL = 3
FUNQ. CLASS=RURAL LOCAL
SU�REGIONAL TIER
�"I�.�"I� �. (�I� �(�)I'�'I�I- � � � I'�(�)I.I. � �
II�I��I�I(��V� (�I� I-II��I-IV� �1"�
' � III I
BRIDGE 1�IO.I75 OVER BIG CREEIC
OIV SR I332 (WATERVILLE RD)
PROJECT LENGTH
LENGTH ROADWAY PROJECT 145P.20441.1 = 0.078 MI.
LENGTH STRUCTURE PROIECT 14SP.20447.1 = 0.022 MI.
TOTAL LENGTH OF PROJECT 14SP.20441.7 = 0.100 MI.
P�epar� In lle 0((lce o(:
YAUGHN Cry MELTON
I318-F PATTON AVE.
ASHEVILLE NC.28806
FOR TfIL NORI'H CAItOL(NA DIVISION OF HfGXIYAYS
HARDY Wxc�xe.nE
no�scr F
LETTINC DATE :
MAY 14, 2019
RYAN SHIc�Ncxse
ro�ccr nr.sr � n
�OCl1MENT NOT CONSIDERE�
FINAL UNLE55 ALL
SIGNATURES COMPLETEO
� STRUCT[IRGS MANAGEhIENT UNlT' �
f000 BIRCH RIDGG DX.
JtALEIGH, N.C.2I6(0
REvzsioN onTE:
MAR, O8, 2018
vaM
Yauql�SMellon
DIVISlON OA HIGH{i�AYS
STATE OF XORTH CAROLINA
n�ic n s�rcN a�vcrNsen r.e.
'D&PAR1iNENT OF TRANSPOA[ATfON
FEDERAL HIGH{YAY ADMINISTRATION
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is+�o
FILL FACE C� EN4 BENT N0,1
STA. 12+75.12 -L-
G.P. ELEV. = 3434.10
L'-5"TO LIMITS
OF UNCLASSIFIED
STRLICTLJRE EXCAVATI01
ETYP.)
BEGIN FRONT SLOPE
APf ROX. NATLIRAL STA. i2+66.37
GROUNO LINE � EL. 1434.75'
Fix
0
CLA55 TI RIP RAP
Cd 1.5:1 SL(}PE fTYP,]
EMD BENT 1
SPAN A
�ow cHORa
EL. 1431.22'
H.W. EL.=1428.4
qQQ YR.I
0
v
�
W
�30TE5:
EiJ� BENTS ANp BENTS ARE PARALL��.
PILES AR� NDT SHOWN IN PLAN VTEW F"OR CLARITY.
CORED SLABS ARE PAftALLEL 70 � Sl1RVEY -L- AND EXTEN�E� TANCENT.
ENd BENT 2 BOTTOM OF CAP AN� BERM ARE STEPPE6.
��.
y F< � �eF
� n `m" F(. ' j92a RA;
N y� � 1928 `9�
� � � + 33
N N (,
� FILL FAC� �
Cd EN� BENT N0.1� �
N
d
BENT N0.1 CONTROL LIiJE
STA� 13+�1.49 -L-
G.P. ELEV. = 143200
EXISTING EXCAVATE
SLIBSTRIJCTl1RE TO EL.lq21.
(TYP.) fTYP.)
I
H.4L EL.=1426.5 �
czs YR.I I I FIX �IX
i
� TEMPORARY I ITOP OF �RILLED I
CAUSEWAY PIER EL.1418.5 I
N.W.S. EL.=1417.5 I I 3'-0°0 DRILLE� �
PTEF2 (7YI'.1 �
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+� +� +� +� �� +� +� +i +� +� +� +� '
0 0 0 0 0 0 0 0 0 o a o I
N � r � � �ri � � N � � m I
V 'v' rT V' Q V V Q P Q" v v
J J J J J J J �l ...J � -_1 J
W w�,, W � w w w W w w w
BENT l
S�CTZON ALONG � SIJRVEY -L-
SECTIONS ALONG END BEH75 AND BENT ARE AT RSGNT ANGL�S.
EXISTING
SUBSTRUC
ITYP.)
STA. 13+51.49
EXTENdE�
TdNGENT �
�ro s� zaa _�
W.P. "1
FILL FkCE (
STA, 12+75.1�
BEGTh! F2ETAINING WALL I
STA. l2+]9,p1 -L-
23.00' OF'F5E7 ftIGHT _
-�-
:H
-� -
� �Ih1.1CTY�.IV 'L'
2q.88' OFFSET RIGHT
SEE R�TAINING WALL al PLAHS
� H / ur�.d��c ,i.t�
� '� �' S3A.13+33.99 �
/ r / ///,/
/ `i COiJ57. JT.
/ % L� ��
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/� j� H � �� �
°0'0" SKEW a � ��� TEMPORARY %, \
�^ ti CAUSEWAY f 12D°0'0'
'•� j m %
�� � PROPOSE� 6"' % �
�� WATER LINE !
� (ROR�WAY PAY ITEM) ,�
/ ._.�.-�-�-�-�-�-�-�-�-�-�----- -•- •---•----._._._._..
._._._._._.._.._.� 75'-q7/F"- SPAN A �,
/
� PROPOSED 3"
ViAT�R LINE
SROADIYAY PAY ITEM)
BENT NO.I
CONTROL LSNE
� E�N� �O���P1
�� �� �A2�.
-�a
2��
PI.AN ALONG � SIJRVEY -L-
LJ '
CLASS II�
RSP RAP fTYP.I
AB
i
EN� RETAINING WALL. 2
STA. Y4+z5.27 -L-
38.46' OFFSET LEFT
�-- �-�-����
�'''� 60U�QER WALL
1 NEREBY CERTfFY
rxnr rrresF PcnNs
a�� rx�
as-autcr Pc,ays.
FOR A NG WALL
OETAILS,SEE RETAINING
WALL PLANS ITYP.1
B�Np IN WALL 2
STA. 19+Q7.62
31.05' QFFSET LEFT
REVISION DATE:
MdR. OB, 2018
D APPROACH SLAB
A.14�03.56 -L- ❑OCi1MENT NOT CONSYDERE[7
FINAL UNLESS ALL
Tp IiJTERSTA7E 4D_ 5IGIVhTURES COMPLETED
tONT SLOPE Pf�OJECT N0. 14SP.20441.1
16.20 -L- HAYW00� COLJNTY
BENT N0. 2 o`�•RSN CARp�ia'.
,,,,4 �'ss,o,y�-: SjATI03�: 13�'33.99 -L-
- aa SEAL �? "
_'- Z�TTT `- SHEET 1 OF 3 REPLACES BRIpG£ 175
; y'�;,,��'ClN�F;o`���y o
'�'�,qRpr'i: N��Y�r�+ srArF oF NOH1H CAROLTNA
""���������""" DEPARTMEN�F OF' 7RANSPORTATION
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yaugMw�fMeEion 6 p16"'4�5'0°
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Ii4.i!!�]T{ �qtt
o w�r.rc o �, �..�c �o
n.nr.Na ra�.sra+a o ue„ac.
`4m+b�. o uwp�.6•a.��
SPAN B
1'-7" BERM I7YP.1
LOY! CHOR� �
EL.S42$.3�
ia o0
G,P, ELEV, =ul430.i16
1'-0"MIN.
EARTH BERM
ITYP.)
EL.1430.56'
STEP IN
EN� BENT CAP �,
CLASS B
o MIN.ELEV. RIP RAP
^ 141�.5'
��� a Q ��0 1 S.
�:7' o�o a o�a 1
o q
c� o Q � C��o
---- -------------]---..�....» _.._----------------------
GEOTE7(TILEJ CLA55 TT
RIP RAf'
TEMPORARY CALJSEWAY ��TATL
(-53.3713%
------ �-�2. �sooz
PI = 11+15.00 �-13.95�Q%
EL = 1,438.50"
VC = 30' PI = 14+30.00
El = 1.429.04'
VC = 50'
VERTICAL GRAQE DATA -L-
� � �NP S2X53 W'
I STEEL PIL�S
ITY?.)
SAW CUT AN� REMOVE PI Sta 12+2�.55
"+' +' EXISTING A6UTMENT �= 39' 25'46.1"{RT)
p O p,
6, �; �, TO EL. 142SA (TYP.1 LINCLASSTF'rE� 0= 35° 48' 35.5"
v v v � S�RLJC7LfRE ExCAVATION L= 110.11'
J J J T� 57.33�
�, w w R = �6o.oa•
�NQ BENT 2 HOR�ZONTA� CURVE DATA -L--
STA.1q+0O.Z( -L- \
18.33' OFFSET LEFT ,i
SFF j��o-, ���
•SHFFl R p� N,TD
�•'� jNF, Fp OF Tr
��'� � °R�ti '� iy Tar
�/" � i � RlZn�'QF �
7EMPORARY--�
SHORING (7YPJ
�
\ W.F'. ":S
FILL FACE c� E
STA. 13+92.86
FILL FACE
cv� EN� BENT N6. 2

BM "2 - STA 12+85.65 -L- , 44.00 LT., ELEV. (436.84, RAILROAD SPIKE IN 36"SYCAMORE.
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Nc
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-' CLAS$ ll
RlP-RPP
fTYPJ
PROPOSED
GUARORAIL
lROAOWAY DETAIL
& PAY lrEMl
� 5/
0 BM-2
' BRIOGE ID,
-L- STA/3+3399
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IS�1:
LOCATION SKETCH
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iHIS STRUCTUFE HAS BEEN DESIGNE� IN ACCOR�ANCE WITH HEC I8,
'EVALIIATING SCOUR AT 9RIDGES".
FOF SIJBMITTAL OF WORKING ORAWINGS,SEE SPECIAL PflOVI5I0N5.
FOP FALSEWORK AN� FORMWORK.SEE SPECIAL PFOVISIONS.
FOR CRANE SAFETY.SEE SPECIAL PROVISIONS.
FOR GROIIT FOR STRUCTURES,SEE SPECIAL PROYISIONS.
FOR ASBEST�S ASSESSMENT FOR 9RIOGE �EMOLITZON AND NENOVATION
ACTIVITIES.SEE SPECIAI PROVISIONS.
THE MATEFIAI SHOWN IN THE CRO55-HATCNE� AREA SHALL BE EXLAVATED
FOR A DISTANCE OF 25 FT.EACN SI�E OF CENTERLINE ROAOWAY AS
�IRELTED BY THE ENCINEER, iHIS WORK WILL BE PAI� FOF AT THE
CONTRACT LUMP SUM PRICE FOR UNCLASSIFIEO STRIICTIIRE E%CAVATION.
SEE SECiION 412 OF THE STANDARO SPECIFICATIONS.
TOTAL BILL OF MATERIAL
REMOVAL PILE PILE 7�-Q�9 3'-0"9 IINCLASSIFIE�
CSl 6RI�GE qEINFORCING EPDXY COATED SPIRpL COLUMN PILE ORIVINC
OF E%ISTING EXCAVATION EXC4VATION ORILLEO �RILLE� STRUCTUPE CLA55 AA CLASS A
TESTING APPROACH STEEL FEINFORCING REINFONCINC EOl1IPMENi FOF
STRUCTIIFE IN SOIL NOT PIERS PIERS EXCAVATION �ONCRETE CONCftETE SLABS STEEL STEEL HP 12 X 53
IN SOIL IN SOIL NOT IN SOIL
STEEL PILES
LUMP SIIM LIN. FT. LIN. FT. LIN. FT. LIN. FT. EACH LUMP Sl1M C11. YAR�S CU. YAROS LIIMP SIIM LBS. LfiS. LBS. EACH
SUPERSTRUCTIIPE 33.9 LUMP SUM 2.363
ENp BENT 1 q6 5] LUMP SUM 25.6 3,Oi4 �
BENT I 29.5 20 1 t9.9 8.729 I110
EN� BENT 2 0 90 LUMP SUM 33.4 4,506 ]
TOTAL LIIMP SUM 46 141 29.5 20 1 LIIMP SIIM 33.9 78.4 LIIMP SIIM 16,309 2,363 1310 14
TOTAL BILL OF MATERIAL (CONTJ
ANODIZE� l'-2"x 2'-9%' RIP RAP GEOiEXTILE 3'-0"x 1'-9' 3'-0"x 2'-0"
HP 12 % 53 STEEL PILE p_BAR CONCRETE CLASS II FOR ELASTOMERIC pRE5TFE5SE0 PRESTRESSE� ASBESTOS WATER LINE
STEEL PILES POINTS METAL PARAPET 12'-0" DftAINAGE BEARINGS CONCflETE CONCRETE ASSESSMENT HANGEFS
ftAIL THICKI COREO SLABS CORED SLABS
N0. LIN.FT. EACH LIN.FT. LIN.FT. TONS SO.YAPOS LI1MP SIIM N0. LIN.FT. N0. LIN.FT, IUMP SUM LUMP SUM
SUPERSTRIICTIIPE 2I4.0 213.6 LUMP SUM �� qq0.0 11 925.0 LUMP SUM LUAIP SUM
EN� 9ENT 1 '/ �5q,p i 92 102
BENT 1
END BENT 2 "! 125.0 4 �4 82
TOTAL 14 219.0 11 21q.0 213.6 166 I84 LIIMP SUM �� qq0.0 ll 925.0 LIIMP SUM LUMP SIIM
WN1
24'WH/rE
PME �
70 /-40
GENERAL NOTES:
ASSUMED LLVE LOAO = HL-9l OF ALTERNATE LOADINC.
THIS BPI�GE HAS 9EEN OESIGNE� IN ACCOF�ANCE WITH THE
REQUIPEMENiS OF THE AASHiO LRF� BRI�GE OESIGN SPECIFICATIONS.
THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1.
FOR OTHER OESIGN �ATA AN� GENERAL NOTES.SEE SHEET SN.
FOR EROSION CONTROL MEASURES,SEE EftOSION CONTROL PLANS.
THE EXISTING STR�CTURE.CONSISTING OF TWO 42.33 FOOT LONG SPANS
WITH TIMBER OECK ON CONTINUOt15 THRU STEEL PLATE GIFDER5,14.33
FT.WIDE,ON PEINFORCEO CONCflETE A9lITMENTS ANO STEEL BENT,
AND LOCATED AT THE PROPOSEO STRUCTl1RE.5HALL BE FEMOVEO.THE
E%ISiINC BFIDGE IS PRESENTLY NOT POSTE� FOR THE LECAL LOAp
LIMIT.SHOlILO THE STRUCTURAL INTEGRITY OF THE BFI�GE FIIRTHER
�ETERIORATE,THIS LOA� LIMZTATION MAY BE RE�IILE� AS FOUNp
NECESSARY DIIFINC THE LIFE OF THE PROJECT.
FEMOVAL OF THE EXISTING 9RZ�GE SHALL BE PERFORMEU IN A MANNER
iHAT PEVENTS OEBftIS FROM FALLING INTO THE WATER. THE CONTRACTOR
SHALL Sl1BMIT OEMOLITION PLANS FOft REVIEW ANO REMOVE BRIpGE IN
ACCOftDANCE WITH APTICLE 402-2 �F THE STANOAFD SPECIFICATIONS.
_ THE SUBSTRIICTIIRE OF THE EXISTING 9RIOGE IN�ICATED ON THE PLANS
IS FFOM THE BEST INFOPMATION AVAILA9LE.SINCE THIS INFOftMAiION
\�� IS SHOWN FOR iHE CONVENIENCE OF THE CONTRACTOR,THE CONTRACTOF
\�� SNALL HAVE NO CLAIM WHATSOEVER AGAINST iHE �EPARTMENT OF
TRANSPORTATION FOR ANY OELAYS OR A��ITIONAL COST INCIJRREO
BASED ON DIFFERENCES BETWEEN THE E%ISTING 9RZ�GE SlIBSTRIICTURE
Pll x x SHOWN ON THE PLAN$ ANO THE ACTUAL CON�ITIONS AT THE PROJELT
SITE.
REVISION �ATE:
MAR. O8. 2018
�SH��C �R�„`.,,
: 2,o ESSi� : v�:
- �a SEAL ��= �:
- = zonr =
�"5 �'�,NCINi;'Q'�4��
�Roy,i�ii��`"y`•
�OCLIMENT NOT CONSI�ERED
FINAL 11NLESS ALL
SIGNATt1RE5 COMPLETEO
��
Yaugi�SMellon
OWN. BY: AW
CHK�.BY: HLW
ASPHALT WEARING SIIRFACE IS INCLUDEO IN ROApWAY pUANTITY ON
ROADWAY PLANS.
FOF LIMITS OF TEMPOFARY SHORING FOR MAINTENANCE OF TRAFFIC.SEE
TFAFFIC CONTROL PLANS.FOR PAY ITEM FOR TEMPORAftY SMORING FOR
MAINTENANCE OF iftAFIC,SEE FOADWAY PLANS.
FOR WATEF LINE HANGERS,SEE SPECIAL PROVISIONS.
INASMIICH AS THE PAINT SYSTEM ON THE EXISTING STFUCTl1RAL STEEL
CONTAINS LEA�,THE CONTFACTOR'S ATTENTION IS DIRECTE� TO ARTICLE
10'/-1 OF THE STAN�ARO SPECIFICATIONS.ANY COSTS RESULTING FFOM
COMPLIANCE WITH APPLICABLE SiATE OF FEOEFAL FEGULATIONS
PERTAINING TO HANpLING OF MATERIALS C�NTAINING LEAD BASE� PAINT
SHALI 9E INC�U�E� IN THE BI� PRICE FOR 'ftEMOVAt OF EXISTING
SiRIICTIIRE AT STATION I1+33.99 -L :'
AT THE CONiRACTOR'S OPTION,PRESTFESSE� CONCftETE END BENT AND BENT
CAPS MAY 9E SIIBSTITl1TED IN PLACE OF THE CASi-IN-PLACE CAPS AT ENp
9ENT I ANO 9ENT 1 ONLY.THE CONTRACiOR SHALL COORpINATE WITH THE
RESI�ENT ENGINEER TO RECEIVE REVISEO PLANS AN� �ETAILS FFOM TNE
STRtICTIIRES MANAGEMENT IINIT.THE RE�ESIGN ANO ANY A�DITIONAL
MATERIALS NEE�E� WILL 0E AT NO AO�ITIONAL COST TO THE
CONTRACTOF.
HYDRAULIC pATA
�ATE: 02/Ifl
DATE:02/16
OESIGN �ISCHARGE = 5300 CFS
DESIGN FRE�l1ENCY = 25 YRS
DESIGN HW ELEVATIaN = 1426.5 FT
BASE �ISCHARGE = i000 CFS
BASE FFE�UENCY = 100 YRS
BASE HW ELEVATION = 1426.4i FT
OVERTOPPING F100D �ATA
OVERTOPPINC pISCHAPGE = 0000 CFS
OVERTOPPING FREOUENCY = 100• YFS
OVERTOPPING ELEVATION = I430.1 FT
DRAINAGE AflEA = 36.1 SO.MI
PROJECT N0. 14SP.20441.1
HAYWOOD COUNTY
STATION: 13+33.99 -L-
DEPARTMENTEOFX�TRANSPORTATION
GENERAL DRAWING
FOR BRIDGE ON SR 1332 (WATERVILLE ROA01
OVER BIG CREEK
BETWEEN SR 1397 AN� INTERSTATE 40
�I SHEEi ry .
S-3 0

/ � --
�TIMATED OUANTITIES
RIP RAP GEOTEXTILE
99 -L- CLA55 II FOR DRAINACE
(7-0"THICK)
TONS SO�ARE YAR�S
( 1 9z 102
f 2 79 82
+
I'-7" BERM
NORMAL TO CAP
(TYPJ
_. ..
�,_p„ � i
Z, '0„
�
3
� o
i ry
CEOTEXTILE
��x�w��r.�v�
�ES. EGR. OF RECORD: RTS DATE: 02/1
ASSEMBLE� BY ; AW �ATE : 02/19
SLOPE 1 �/ :l
r�Hiv
1'-7" BERM
NORMAL TO CAP
(TYPJ
l,_0,• MI N.
�I EARTH BERM (iYP.)
SECTION 8-B
2
(SHOWING TOP OF BERM ELEVATIONS AT END BENT N0.21
PROJECT No. 14SP,20441e1
HAYWOOD COUNTY
sTaTION: 13+33,99 -L-
REVISION �ATE:
MAe.0e,2o1e DEPARTMENTEOF��TRANSPORTATION
DOCl1MENT NOT CONSI�ERE� ""�F'cx
FINAL LINLESS ALL
SIGNATURES COMPLETE�
= RIP RAP DETAILS =
��
Vauql�6Mellon
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5-37
s'39`s
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