20180871 Ver 1_Permit Plans_20180622

in 3
See Sieet 7A For Index of 5/eets
See Sl�et 1B Fo� Convenflonal Symbols
�v�.F]1v�IL'e �ll' ���Il4��4llll `V.c51114.��.e1lA\'�
�� U' ����1W �ll' ���lYllll V'V' t7\ ll �
TRAI�SYLVA11tIA COUI�TY
LOCATIOIV: BRIDGE 11Zo.137 ON SR ]107 (EAST FORK ROAD)
OVER BRADLEY CREEIC
TYPE OF WORK GRADIPIG, DRAl1�7AGE, PAVIIVG A1�D STRUCTURE (CULVERT)
"' l�6
700% ROADWAY PLANS
SUBMITTAL NO: D—010
DATE: JUNE 3, 2016
P(AHS PREPAREO 6Y: `� 'p' ^�, JJyDRAULlCS GNGINEEA
GRAPHIC SCALES DESIGl�I DATA PROJECT LENGTH ���u ,szo soorx eoo�evann, sarrc 200 �`��\H �_R0�^.�
O�. CXARLOTT&� NC 28203 $�,2�j�pkE55/ 9�> p
ADT 2017 = 260 �oa-isz-oeto sent `; °
50 25 0 50 700 LENGTH ROADWAY = 0.094 MILES ___ Foa rne xoarn caaouxa oerareneer✓r aF rRavsPoirrnrrox ;;4 a5iee ;'�j�� ��,w �s �awrq
���-�� LENGTH STRUCTURE = 0.006 MILES �o�: sr.+xoa,� s��r,.«c.�rroxs '� �
w tl
�O i F�,: INEt.O.�„t.0� uarrE�urhu. p4 9
PlANS -- ---- JENNIFER FARINO,_PE _ �"�.;�wininE;;e'� bi�im�s �
TOTAL LENGTH = 0.700 MILES rn �eii c,vcrres�ax x.�ru������ —���—� P�� � �'
T = 6 % RIGHT OF {VAY DATE: °�'p',p��. ROADNAY DGSIGN
50 2,5 �.0 � 0 V = 35 MPH 2O74 ,P'�;�H"i'si'i' ��:;.�'0, CsNGINGLR � �
r rr � 1 SEAN KORTOVICH, EI or ¢, A�
PROFIIE (HORIZONTAL) rn�ccrnasrcnen %4's�i'�'�:, 3 `"�s �°@
10 5 0 10 20 FUNC CLASS = LET77NC DATE: !, oso9ss ,:' `;�.,;,f„' �� YdA4�$�
LOCAL JOSH DEYTON PE ��'�.;^'�ER�oEi":o'` ������ sirono�s
PROPIIE (VERTICAL) SUBREGIONAI TIER n�oz w.v�.�cr

Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY.•
S}a}e Line
Coun}y Line
Township Line
City Line
Reservafion Line
Property Line
Existing Iron Pin �
Property Corner �- �
Property Monument �
Par<eVSequen<e Number iza
Existing Fence I.ine — -�-��---�---x--x—x-
Proposed Woven Wire Fence
Proposed Chain Link Fence a
Proposed Barbed Wire Pence 6
Exisiing Wetland Boundary ------ ----•��---
Proposed Wetland Boundory �ie
Existing Endangered Animal Boundary E°�
Exis}ing Endangered Plnnt Boundary E_�
Known Soil Contamination: Area or Site --�- �
Potential Soil Con}aminafion: Area or Si1e -- �2 --- �%
BUILDINGS AND OTKER CULTURE:•
Gas Pump Vent or WG Tank Cap O
Sign �
Well .
Small Mine 5Z�
Foundafion 0
Area Outline _._.__._._ ___ ................._.._ �_�
Cemetery 0
Building �
s�r,00i �
Church �
Dam
HYDROLOGY.•
$tream or Body of Waier
Hydro, Pool or Reservoir �__ __ J
Jurisdictional Stream .`.._15_—... _
Buffer Zone 1 � � ._ .
Buffer Zone 2 ...— —�-- .... .. .._ .. .....
Flow Arrow -�---...—�
Disappearing Sfream }—..�—���
Spring c�-'.�_-^
Wetland �
Proposed Lateral, Tail, Hepd Di}ch
False $ump �
�"I � �I� �.��I I— �' i�l '� � �
1�1V�I IM��� i�l H H�,��l�
CONVENTIONAL PLAN SHEET SYMBOLS
RAILROADS.•
Standard Gauge -- ����— -�-.��
RR SignalMilepost - Po��
Swiich . ul�f�J�
RR Abandoned - -n- -.--
RR Dismantled ��-----
RIGHT OF WfIY.•
Baseline Control Point .
Existing Righ} of Way Marker /�
Existing Righ} of Way Line -
Proposed Right af Way Line ---�--
Proposed Right of Way Line wifh -��
Iron Pin and Cap Marker
Proposed RightofWay Line with . __..m . ....�__
Concrete or Granite R!W Marker—��-- �7 V
Proposed Cantrol of Access Line with �
Concrete C/q Marker
Exisfing Conirol of Access ��-- -�,---
Proposed Control of Access -�
Existing Easemen}Line ... - E__.__
Proposed Temporary Consiruction Easemeni -�� E
Proposed Temporary Drpinoge Eosement —Toe—
Proposed Permanen}Drainage Eqsement— --poE—
Proposed Permanen} Drainage / Ufility Eosemeni—oUE—
Proposed Permanent Utili}y Easemenf puE--
Proposed Temporary Utilify Easemen} TUe—
Proposed Aerial Utilify Easemen} AUE—
Proposed Permaneni Easemeni wiih O
Iron Pin and Cap Marker �
ROADS AND RELATED FE.9TURES:
Existing Edge of Pavement
Exisfing Curb -- -�-� -----
Proposed Slope Stakes Cui --- �---
Proposed $lope Sfakes Fill --- F----
Proposed Cur6 Ramp CR
Exis}ing Me}al Guardmil ---' � -
Proposed Guardrail -�-���� �T--�-LL
Existing Ccable Guiderail ^ � _n._.
Proposed Cable Guiderail " " ,a-�
Equality Symbol - ������-- �
Pwement Removal --�� -- �
PEGETATION.�
Single Tree �7
Single Shrub - o
Hedqe ^^--.-.-^.-,,,..-^,-
Woods Line �-._.� ..�^�^•,a..m„
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall-
MINOR:
Head and End Wall
Pipe Culvert —��-�����--
Pootbridge -��-
Drainage Box: Catch Basin, DI or JB
Paved Ditch G�iter
Storm Sewer Manhole
$}orm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joini Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
lVG Power Cpble Hand Hole
H-Frame Pole
Recorded WG Power Line
Designated WG Power Line (S.U.E.*)
TELEPHONE:
Q €) O �
0
0
���� ��(
�\
OO
r=�
Existing Telephone Pole +
Proposed Telephone Pole -O-
Telephane Manhole OO
Telephone Booth O
Telephone PedesTal --- Ll
Telephone Cell Tower �
lVG Telephone Cable Hand Hole �
Recorded lVG Telephone Cable �
Designaied WG Telephone Cable (S.U.E.')— ----�---
Recorded lVG Telephone Conduit �_
Designated U/G Telephone Conduit(S.U.E.*)- ----*�----
Remrded lYG Fiber Opfics Cable �-- ��°
Designated WG FiberOpticsCable(S.U.E.''f ---��°--�
WATER:
Wa}er Manhole OO
Wa}er Me}er o
Wa}er Valve �
Water Hydrani �
Remrded lYG Water Line �
Designated lYG Water Line (S.U.E.*) ----+----
Above Ground Water Line
rv:
N Satellite Dish CS
N Pedestal ---�- c�
N Tower �
lL� N Cable Hand Hole J
Recorded lVG N Cable --�- �•
Designated l4G TV Cable (S.U.E.') -----����---
Recorded lVG Fiber Optic Cqble �° �°—
Designated LVG Fiber Optic Cdble ($.U.E.`r ----���°--
GAS:
Gas Valve �
Gas Meter Q
Recorded WG Gas Line - _
Desig�ated lL�i Gas Line (S.U.E.") ---�----
Above Ground Gas Line
SANITARY SEWER:
Sani}ary Sewer Manhole --- OO
Sanitary Sewer Cleanaut - �+
lYG Saniiary Sewer Line --����--- ---:,
Above Ground Sanitary Sewer
Remrded SS Forced Main Line «,-.....--
Designated SS Forced Main Line (S.U.E.`) -----�.�----
MISCELLANEOUS:
Uiility Pole �
Utiliiy Pole with Bose ❑
Utiliiy Located Object �
Ufiliiy Traffic Signal Box ps
U}iliiy Unknown WG Line ,��.—
lVG Tank; Wafer, Gas, Oil ��
Underground Storage Tank, Approx. Loc. — 'o�js�
P!G Tank; Water, Gas, Oil ��
Geoenvironmenial 6oring �
lVG Test Hole (S.U.E.*) �
Abandoned According to Utilify Remrds — AqTUR
End of Informafion E.O.I.

- - - -- ---- -- - - - -_ _ - ---- ---- ---- - -- - - - - _ - - - - - --- -
LIIAITS OF GEOTEXTILE
PEINFOflCEMENT
I___________________'_'...
I
I� �� �����^ � ���\�
95"X 6�" PIPE ApCH
______'"'_______________
I
i� � �
`O Q GEOTEXTILE MACHINE �
K DZIlECTION (MD) �
w
ma �
_'.' ___-----__'__7
_ I
GEDTEXTILE CHOSS-MACHINE �
OIPECTION (C�) �I
I �..�I�\ \ 1
VARIABLE LENGTH
��I����^� ����
FRONT ELEVATION
GEOTEXTILE REINFORCEMENT
(TYPE 5 GEOTEXTILE)
WALL REINF. WIDE�WIDTH
HEIGHT LENGTH TENSILE STFENGTH
H L @ ULTIIAATE (MD)
(ft) (ft) llb/ft)
< 4 6 2400
4 TO 6 6 3400
6 TO 0 = H 4300
B TO 10 = H 5200
GENEPAI NOTES:
1. FOFi FEINFOFCEO SANOBAG HEADWALLS, SEE SAN�BHG HEA�WALLS PROVISION.
2. FEZNFORCE� SANDBAG HEAOWALLS ARE BASED ON A TflAFFIC SURCHAHGE OF 250 LB/SF Op LE55 AND A BACK
SLOPE OF 2:1(H:V) OH FLATTEq.
3. PEINFOHCED SANDBAG HEADWALlS AflE BASE� ON THE FOLLOWING IN-SITU ASSUMEO SOIL PARAMETEqS:
I/NIT WEIGHT,Y = 120 LBlCF
FflICTION AN�LE�� = 30 OEGFEES
COHESION, c = 0 LB/SF
4. DO NOT USE flEINFOflCEO SANDBAG HEADWALLS IF ASSUTAE� SOIL PAFAMETEHS AflE NOT APPLICABLE.
5. �0 NOT USE HEINFOFCEO SANDBAG HEA�WAILS WHEN VEflY LOOSE ON SOFT SOIL OH MUCK IS BELOW SANDBAGS
OF PZPES.
6. DO NOT PLACE GEOTEXTILE IlEINFONCEMENT OF SAN�BAGS UNTZL EXCAVATION �IMENSZONS ANO FOUNDATION
MATEFIAI HqE APPNOVEO.
�. 24" LONG N4 flEINFOflCING STEEL BAHS MAV BE SU85TITUTE� FOF 8" LONG STEEL SPIKES.
ORIVE N4 BAF TNqOUGH NO MOflE THAN 5 SANOBAGS.
e. DO NOT SPLICE OP OVEflLAP GEOTEXTILE HEINFOflCEMENT 50 SEAMS AFE PARALLEL TO THE HEADWAIL FACE.
9. HEAOWALL �Ih1ENSI0NS MAY BE PDJUSTED AS DIRECTED BY THE ENGINEEH.
• •
EACH BHG CONNECTED
WITH 4 - 8" SPIKES
•
SANDBAG PLAN VIEW
Z� 0, 3, p��
(APPft X MIN.
(I)
����������
�� � )�
95" X 67"
�� I )) PIPE ARCH
�ia,� ________________
SLOPE
V1 OP �
TER �
SIDE ELEVATION
TOTAL AREA SAN�BAG HEADWALL = 185 S.F.
GEOTEXTILE
FEZNFOFCEMENT
________________________________.._._........ .. ..
. ... . .._......_____________________
.._____ ....__ ____________.._______ ....._____ .........._______________.....
.._____________________......
.. ......._..__________________. _..........
.......________________________..
....________"

NDTE:
PIACE TEMPORARY ROCK SEDIMENi OPMS TYPE - B
� AND TEMPORARY ROCK SILT CHEGKS TYPE - A AT
ENVIRONMENTALLY SENSRIVE AREA OR4INAGE OUTLETS.
SEE PROJECT SPECIAL PROVISIONS
NOTE:
UTILIZE SPECIAI STIIUNG BASIN AS
SiiLLING BASIN WHERE APPtICABLE.
PROPO
ALUMIN
DETAIL A
�>�a � sw
Faorn srn. n+oo .o :.n ia.3s �� �xn
�
N
Q
W
�
Q
Z
INSTALL DRIVEWAY PIPE DURING
CLEARING & GRUBBING PHASE
CLEARMG AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION SHEET 4

z
0
�
CUL�VERT C�NSTRUCTIaN S�QIJE�CE �-L-- STA. 13�14
1. UTIl,IZ� SP�CiAI, STI[,�ING BASIN(Sy AS N�EDED THROUGHOUT CULVER7 CONSiRUCTION.
2. STAGE 1-- CONSTRUCT IMPERVIOUS DIKES FOR TH� D�T�UR AND INSTA�L 24 INCH TFMPORARY PIPE, DIVERTING FLOW THROl1GH 7H� TEMPORAIiY PIP�.
3. CONSTRUC7 PfZOP05EC7 D�70UR CULV�RT AND iNLEVOUTLET CHANN£l. IMPROV�MENTS.
4. REMOVE IMPERVIOUS DIKES AND TEMPORARY PIPE �Olt i'HE DETOUR. DNERT FI.OW THCtOUGH TH� �ETOUR CULVERT.
5. STAGE 2- C�NSTRUC�' IMP£RVIOUS D1KES FOR THE PROPOSED CIJLVERT AND INSTALL 24 lNCH TEMPORACtY PIP�, DIVERTING FLOW THRQUGH THE �"EMPORARY PiPE.
6. CONSTRUCT PROP�SE� CULVERT AND INLET/OUTI.ET CHANNEL IMPRQVEMENTS.
7. REMOVE IMPERVIDUS DIKES AND TEMPORARY PIPE. DlV�RT FLOW THROUGH THE PROPOS�D CULV�RT.
$. COMPLETE ROADWAY.
EXISTING
BRIDGE
PROPOSED
7'll" X 5'7" �,
METAL P1PE
ARCH CULVERT
STAG E 1
���r�rnVIOUS DIKE
T�MPORARY DIVERS[ON PIPE
(24" CMP @ � .5% M� N IMUM�
��IL�1T��7T:i�
IMPERVIOUS DIKE
PROP4SED 22'--1" X 6'-6"
ALUMINUM BOK CULVERT
STAG E 2
a �`` `, y-�
\ � ae ~�
2�
'"'�i�.,� . . s/�e S/' .
�
T�NIPORARY DIVERSION PIPE
(24" CMP @ 1.5% MINIMUM) 2
IMPERVIOUS �IKE
PROPOSED 7'��" X 5'7"
METAL PIPE ARCH CU�VERT
���
��
��
_�-�
�/

�
PROPOSED
ALUMINUM
srec DETAIL A rn
oA..a � si,
raos srn. n� oo ro s.a �a+as -i- �xn
NOTE:
PL10E TEMPORARY ROCK SEOIMENT DAMS TYPE - B
AND TEMPORARY ROCK SILi CHECKS TYPE - A AT
DRAI-AGE OUiLEfS.
NOTE:
UTILIZE SPECIAL STItLING BASIN AS
STILLING BASIN WHERE APPtICABLE.
RSs�I
O
Q
W
0
Q
Z
���cii pua�.�n ��'.�'[eats) ensr
ON l' "
gh QuuliiY Wore� Zo, e Gxvt
R=l r ro sSc�snednrPravtrlo�i.
j r Spaia(Co�„tde.o��or�:.
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
REQUIRE PRIOR APPROVAL BY ENGINEER.
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED AS DIRECTED 8Y THE
ENGINEER.

I I ,
NOTE:
PtACE TfMPORP.RY ROCK SEDIMENT �AMS TYPE - B
� AND TEMPORARY ROCK SILT CHECKS ttPE - A AT
ENVIRONMENTAILY SENSITIVE AREA DRAINAGE OUTLETS.
SEE PROJECT SPECIAL PROVISIONS
NOTE:
UTILIZE SPECIAt STILIING OASIN AS
STILLING BASIN WHERE APPlICAOIE.
DETAIL A
�,o.. � �b
FaoM sra.iz+se.�3 to nn.�a+so�oei-jii�
Pa 17BP14RJ22 � Ecaicrorv57.4
RS�1
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION SHEET 4

O
-LDET- STA, 10+92 to -LDET- STA. 12+62.99 RT
DETAIL A
srec ir.�„:,�in ircH
�,,..a --`- ��,
vaoM sla.iz.se.�aro srn.ia.so-ioer-�i'�
I 1 '
NOTE:
PIACE TEMPORARY ROCK SEDIMENi DPMS TYPE - B
AND TEMPOFARY ftOCK SILT CHECKS TYPE - A AT
DRAINAGE OUTlETS.
NOTE:
UTILIZE SPECIAI STIILING BASIN AS
STILIING BASIN WHERE APPLICABLE.
O
PROPOSED TEMPORARY 7'll' X 57'
MET?L PIPE ARCH CULVERT
—LDET— STA. 72+58.33 io —LDET— STA, 73+50 (LT)
O
N
Q
❑
Q
Z
�nv�� ctuALr�'1'�vATenls) SIS'r
N�gh �ualiry IYa er,Zore Fxra�
/S+Sf
A� G.Spr..:a(Ao�.:o�r
!. =��otco,,,m:.��ro�,.
NOTES: ANY DEVIATION FROM OPTIONS GNEN WILL
REQUIRE PRIOR APPROVAL 6Y ENGINEER.
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED AS DIRECTED BY THE
ENGINEER.

a«�s:yn embw�io: eioFosaz�xo-aanaisr-sco3soecnaov
+
+ I EL.2399.1*
BENCHN�ARK #2: NAIL IN BASE OF 18" POPLAR �2e73' LT�. Q� -�-- STA. 13+-55.20 EL. 2403e13'
15'-10"
LL.2398.7'
n�AWN �Y : Mb�- pdTE : 07/2014
cH�cxeo BY :�__ T�p anre : U8/2D19
fIESTGN CNGINEER ��g , 08/201q
6F RECOR� : ._..nATF. .
BM �1�
15"H�PE
459-00,-OD,•
BM #
` CLASS S
R7(' RAP
(TYP.i
- � PROPpSE� Sq'-0°x 22'-1"x 5`-6"
ALIIMINUM BOX CLILUERT
STd, i3�r]q.�0 -L-
� MOMENi SLAB
fTYP.F
'�- f'C20f'OSE❑ Gl1ARORAIL
fROAdWAY PAv zTEM
_�_ & �ETATLI (TYP,I
LOCATION SK�TCH
24'-7„ 7�_3•,
-L-� ~�
EL. 2398.7 � . ---�EL. 2398.7 W
�ROF���E ALONG � GLJ�VERT
�
�
�
27'-7„
FOR UiILT'I"Y INFORMdTION, SEE 11TILTTY
PLANS AN� SPECIAL PRUVISIDNS
S,_2•,
EL. 2397.8 � � � EL. 2397.8 *
TOTAL STRUCTURE QUAN�f�TI�5
REMOVAL OF 57RUCTURC dT STA.(3+54.00 -L- ___LIJMP SUM
Cl1�VERT EXCAVATIDN AT STA.33+14.OD -L- _____LLJMF' SIJ�h
ALU�fINUNi BOX CUI_YERT ____________________ ___LUMP SUM
RIP r�AP, CLASS I-----------_.� -- --------------86 TONS
c�or�xrr�E FaR o�nzr�nc� _________._______......_�� sa, ros.
EPDXY COATECI REINFC3#�CING STE£I_ _____________2676 �BS.
CLA55 AA CONCREi� ______._ _________25.f7 C.Y.
CLAS5 TI iYPC I SELECT MATERIAL __________.._..16 TONS
� PAYMENT F6R MOMFiJT SLAB
NOTES
ASSUM�D LIVE LOA�= HL-93 Oft ALiERNA7E LOAf7ING.
CULVEfZ7 IS TO BE OESIGNEn FDR A MTiVIMUM FILL DEPTH OF 3.09 FT.AN❑ A MdXIMUM
rLLL �EPTH OF �.97 �T.
THE RESI�ENT ENGINEER SHALL CMECK TN� l.£NG7H QF CUl_VERT t3E�ORE STAKING IT 0[1T
TO MAKE CERTAIN THA'f IT �VILi. PR01'ERLY TAKE CARE aF TNE FILL.
FQR ALIJMINUM BOX CIJLVERT,SEE SPECIAL PRaVI5I0N5.
ALL MATERIALS SHALL MEET THE REQLJIREMEN75 as= rriE NCi707 S7ANdAF2� SPECIFICA7ION5
FOR ROA05 AN� Siftl1CTL1RE5 DATE� JANllARY 2012.
TNE nE7ALL5 SHOWN ARE FOR GEIVERAL LAYOLlT ONLY,THE SIJPPLI�n SHAL� PROVi�E
bF5IGN5 dN� 0�7AiL5 FOR REVI�W ANp hPPROVAL THAT MEET THE REt1i1TItEMENTS OF
A�151ITO LFR� BRIDGE ❑ESIGN SPECTFICAT70NS. SECTION 12, AN� ARE SEALE� BY A NORTH
CAROLINA REGISTEREp PROFESSIOiJAL ENCINEER.
GUARQRAIL PQS7 LOCATIDNS SHALL BE �ETERMINE� IN tHE FIELO 8Y 7HE ENGZNEER 7D
ENSURE ADECIUATE CDVER FOR INSTALLATION.
THE EXISTI�IC STRllCTIJRE CONSZSTING flF S 5f'AN C� 20'-6", TYMBEli �LOOR ON TZMBER
JOISTS,ENO BENTS ON 7IMBE€2 CAPS AN� TIM6ER POSTS & SILLS AT VARI011S CENT�RS
51�ALL BE fi€MOVEd. 7H� EXISTING BRI�GE IS PR�SENTLY NQT PflST�D FOR LpAl7 LIMIT.
5110ULD TI�� 5iRUC7URAL IiVTEGRTTY OF TFiE BRIpGF DF.iERI0Rt1TE L]URTNG CONSTRUCTION
OF THE PROPOSE� 9RI�DGE,A LOAp LIMI1� MAY flE PDSTL� AN� MAY 8E RE�LICE� AS FOL1N�
N�C�SSARY p€1RING THE I.IFE OF THE PROJECT,
#tEMOVAL DF THE EXISTING BRI�GE SHALL 9E PERFORMEO 50 AS NOT TO ALLG4V dEBRI5 'CD
�ALL INTO THE 1YATER.THE CONTRACTOR SNALL REMOVE 7HE BRIUGE AN[7 5LlaMT7 P�ANS FOR
DEMOLITION IN ACCOR�ANCE WI�fNI AFi7�CLE 402-2 OF TNE STANDAR� SPECIFICATIOtJS.
�iHC S17657fiUC7Uf2E OF 7HC EXISTING BRI�GE INDICATE❑ ON TNE P�ANS x5 FROM TIiE BEST
INFDRMATIDN AVATLA6LE.SINCE THZS INFURMATI01� :CS SNpYdN FQR THE CONVENIENCE OF
�HE CDNTRACTOR,THE COEVTRACT4R SHALL NAVE Nd CLAIM }VHATSDEVER AGAINST THE
�CPAR1't�CNT DF �RdNSPOHT0.TIpN FOR A�JY dELAYS OFi A�DiTIONAL CDST INCLIRREO BASE�
ON DTFFERENCES BETWEEN THE EXISTING HRIaGE SL195TRLiCT[1RE SHOWN ON TNE PLANS AND
THE ACTUAL CON�ITIONS AT THE PROJECT SITE.
EXCAVATE ONE FOOT BELOV{ CULVER7 AN€� f00iTNG5 AND REPLACE 4YLTH FOUN�ATION
CONDIi�ONING MA'fGf2TAL CiV ACGOR�ANCE WITH AR€ICLE 414 OF THE STAN�AR�
SPECIFICATIONS.
THE BOX CULVERT NEAY �E �ESTGN�€� Fp(� A FhCTORE� RESISTANCE OF 11P TQ 2.0 TSF AND
[3CARING DN RCSIpUAL SflILS,CHECK FI[Lf3 CONDITIONS FOR THE REQUiRE� NOMINAL
SCARING R�STSTANC� 0� q.q TSF JUST BEFORE PLACING CONCRETE.
FOR EftO5I0N COiJTROL MEASLIRES, CIJtVERT �IVERSiON DETAILS ANQ PAY I'fEM. SEE
EROSION CONTROL PLANS.
FOR CRANE SAFETY, SEE SF'fC]:Al� PROVISIONS.
FDF! Sl18MI77AL DF WORKIIVG �RA4YING5, S�E SPECIlsL PROVI51TON5.
FOR FALSEkVORK AND FORMIYORK, SEE S!'�:CIAL PROVISIQNS.
TIiTS BRIUGE SS LDCATL"a IN SEISMIC ZONE l.
FDR OTHER �ESIGN DATA AN� NOTES,SEE 5HEEi 5N.
THIS 57FiUCTIJftE SHAI_L. BF f�ESrGNE� IN ACCOR�AiVCE V'fITH TFiE AASFfTO LRF� BRT�GE
DESZGN 5PECIFSCATTDN5.
THIS STRUCTURE HAS �EEN �ESIGNE� TN �CCORDANCE IYITH "HFC l8-EVALUATING SCQIJR AT
BRI�GES."
THE CONTI�AC'iDR WTLL BE REQUIRE� TO CONSTRUCi,MAINTAIN AN� AFiFRWAR05 REMOVE A
TEMPORARY STRUCTURE AT SThTIDN 12+55.00 -L6ET- FOR 115E �LIRING CONSif7liCiiON OF'
THE PROPOSED STRUCTIJRE. FOR CONSTRUCTIO€�i, NAINTENANCF AND REMOVAL OF" TIiE
TEMPORARY STRUCTURE,SEE €HE SPECIAL PEiDUISIDN5.
NA1'IV[ MATEf�TAL CDNST57S OF" MATERIAL TNAT IS EXCAVATFp FROM iFfE STREANE BE� AT
7HE PROJECT SITE �llRIt�JG CULVERT CONSTRUCTI6N, NATTV� MA'f�.{2IAt_ LS SUBJECT TO
APPROWAL BY iHE ENGZNECR ANp MAY BE Sl1BJ�CT TO PERMTT CUN�I'fIDNS.
AT 'fli�: CpNTHliCToR'S OaTIaN HE MAY SlJ6MIT, TO THE ENGINEER FOR APPROVAL, �[SLGN
AN� DE'iAIL �RAWINGS FOR A CAST- IN-PLACE FiEINFORCED CONCRETE WING 44ALL.
FOR PLACEMENT OF NATLIRAL SiREAhA
BE� MATERIAL, SEE SPECIAL PROV I5iDN5. ���� a 1� e� tl���
ror� cu�v�r�r �acK����, sc� s��crn�
PROJECT N0. 1
PR°vISI°"5, �RANSYLVAN�A
COLINTY
STATION: �3+14000 -L �
GRApE DATA
GRA�E POTNT LLF.V.[il
STA, 13Tk4.DD -L- = 2407,52
B�[� �LEV. = 2397.5
ROAD4YAY SLOPES - VARIES
I-IYDRAULIC nA fA
L]�SIGN UISCHARGE = 550 CFS
FREQUENCY OF �ESIGN FLOOd = 25 YRS
p[SSGN NIGH 4YATER ELEVATION - .7.403.4
�RAINAGE AREA - 1.52 50. MI.
E3ASE �ISCHARGE i0100S = 800 CFS
E3ASE HIGH WhTER ELEVA'CiON = 2405.29
OVER7�P�'ING FL.OQD �ATA
OVERTDPPING �ISCHARGE - 930 CFS
�RE�UENCY OF OVCR7DPPING FLDDD = ]00 YRS+
OVERTOPPING FL�OCJ F[FVAiiON = 2406.8
.o0.tH�CARp��,�
�•�`, ��a�,,�',�.
�„�sd�4R- t �:
' 9`'r�;Gft34W�`�'��
��q�0 ,� FO�.�,.. gO�„`�9
��"���NIFzDiG
RSs�I�'
RS9H fu�hile�ts�fngineeis�Plannars,l�c.
ew r tr x�.a, swiexsn
� SRaIOIgM1.kG �i615
9596]64S06FR% 919-0ES96l�
m.w..::�anxom
�
srnr� oF HorsrN cnaoGz+aa
OEPAftTMENT OF TRANSPORTATION
HALETCH
SINGLE 22'-1" X 6'-6"
ALLJMINL�M BOX CIJLVERT
FOR BRZDGE OVER BRAC}LEY
Cf�EEK ON SR 1107 BETWEEN
SR 11Q5 AND US 276
REVISIONS �HEET N0.
6Y: tlRT�; NO gy: oa�E: I C-1
3

INVEftT CJ INLET
EL. 2397.81
MOMENT S�AB (TYP.I
SEE SHEET 3 OF 3
FOR TYPICAL SECTION
iHROUGH MOMENT SLA�
'�'
0_012 SLOPE
INVERT [J � CULVERT
EL. 2397.5'
CULVERT SECTION NORMAL TO ROADWAY
ROA�WAY FILL SLOPE
VARIES ITYP.)
WING SLOPf
FOR 2:1 FILL
(TYP.)
INVERT [J OUTLET
EL. 2397.16
PLAN
MOMENT SLAB NOT
SHOWN FOR CLARII'Y
S7
/
BY SUPPLIER
CAP N�f �L� CULVERT
I HEA�WALL
INTEGRAL
SILL �FUILY
ITYP.1 o W[LDEDI
� TO ARCH
FULI AI
INVERT
�
�,_�. 8,_Q„ 7,_Q.,
22,_1„
END ELEVATION
(�OOKING �OWNSTftEAM)
\
O
PLATE TOE WALI.
PLAN OF FLOOR SILL LAYOUT
� BACKFILL WITH NATIVE BC� MATERIAL TO SILL HEIGHT
PROJECT No. 17BPo14aRo122
TRANSYLVANIA COUNTY
STATION: 13+1q,00 -�-

o��s�s�E�.�.�o F,PF�=d,�«„�,e,a�a,soE<A<os
�
PL�A�N pOF GU��ARDRAIL^ pPOST
� S P o M NSION TO BE ONOFIRMED BY Th� EN I EEft A Y O UIELD.
y B
SECTION A—A
SHIM If NECESSARY
( MAXIM�M UF �q" )
READEO STEEL FERRULE -
SERTS TO FIT 1"PJ BOLT
SECTION B—B
3-"4B1
^5 SI Cil
6"CTS.
- 2..�.,
�,_7„ �,_Z„
�
FERRULES SHALI 6E MADE fROM STEEL MEETING THE REOUIREMLNTS
OF AASHTO M169,GRADE 12L14 AN� SHALL HAVE A MINIMUM LENGTH
OF THREA�S OF 2��z".
ANCHOR 90LT5, N�TS, ANO WASHERS SHA�� 8E 1" 0 AND MEET T41E
REOUIR[MENTS OF ASTM A325. BOLTS, Nt1T5, ANO WASHERS ShIALL
BE GALVANIZE�.
PAYMENT FOR CUAR�RAI�,POSTS,ADHLSIVFLY ANCHORE� ANCHOR
�OLTS ANO POST BASE P�A1'ES IS INC�U�E� IN ROA�WAY PAY
ITEMS.
THE GUAR�RAIL POSTS SHALL NOT BE ATTACHED UNTIL
THE MOMENT SLAB HAS ATTAINE� AN AGE OF THREE
CIINING �AYS OR A MINIMUM COMPRESSIVE STRENGTH UF
2000 PSI. IN A�DTION, NO FILL MATERIAL, ASPHALT.
OR CONSTRl1CTI0N GQUIPMENT IS A�LOWED ON THE MOMENT
SLA� PRIOR TO SATISFYING THE MINIMUM CONCRETE
Cl1RING AND STRENGTH REQIIIREMENTS.
ALL REINFORCZNG STEEL IN 'fHE MOMENT SLAB SHA�L BE
EPDXY COATE�.
THE CONTRACT PRICE FOR "CLA55 AA CONCRETE" ANO "EPDXY
COATE� REINfORCING STEEL" WILL 6E FULL COMPENSATION
FOR SUBMITTALS,LABOR,TOOLS,E�UIPMENT,MOMENT SLAB
MATERIALS,EXCAVATING,6ACKFILLING,HAULING AND REMOVING
EXCAVATED MATERIALS,AN� Sl1PPLYSNG ANY INCIDENTALS
NECESSARY TO CONSTftl1CT THE CONCRETE MOMENT SLAB.
fOR GUARDRAIL ANCHORAGE DETAILS,SEE STAN�ARD URAWING
062.03 SHEET 7 OF 7.
PLACE CONCRETE SLAB ON 6"MINIMUM (3"MINIMUM ABOVE TOP
OF CULVERTS)OF COMPACTE� CLASS II TYPE 1 SELECT MATERIAL.
FOR CLA55 II TYPE 1 SELECT MATERIAL.SEE SPECIAL PftOVISI0N5.
r�rar.ra
- "5 GI �4 G2 z,•CL.
ca 1,_O.,CTS. (a 1,_0„CTS.
�
1ENT SLA6 qpPROVE� WIRE BAf2 �
SUPPORTS ca 3'-0"CTS.
9-"46I TOP & 80TTOM (J 1'-fl"MAX CTS.
66-°5 SI (J 6"CTS.
Gl CJ 1'-0"CTS, ITOP). 33-64 G2 (J 1'-0"CTS. (BOT
SPLICE LE
ITYP.1
MOMENT SLAB PLAN
TYPICAL SECTION THROUGH MOMENT SLAB
LOOKING 11P5TATI0N, LEFT SIDE SIIOWN. RIGHT SI�E SIMILAR.
PROJECT No. 17BPe14aRo122
TRANSYLVANIA COUNTY
STATION: 13+14,00 -L-