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NCDOT CONTACT:
JOSH DEYTON, PE
HIGHWAY DIVISION 14
BRIDGE MANAGER
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LOCATI011L• BRIDGE 1V0.308 ON SR 1500 (WATAUGA RD) OVER WATAUGA CREEK
TYPE OF WORK GRADI11tG, PAVING, DRAINAGE, AND STRUCTURE
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DOCUMENT NOT CONSIUERED FINAL I
UNLESS ALLSIGNATURESCOMiLETED I
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P�epo�ed 1n tne Ori�ce ot: FIyDRAULICS ENGINEER�,o�""°�"""•�.,, DIVISION OF HIGHWAYS
GRAPHIC SCALES DESIGN DATA PRO ECT LENGTH �`" `'�0�� �
T THE1001�WadeEnveER SROQPo, Inc. :��`ESSip'�;(�'v�=; STATE OF NORTH CAROLINA
20 l0 0 20 40 ADT 2010 = 800 � Raleigh, North Carolina 27605 _ SEAL _ �_
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p ?012 STA.NDARD SPECIFICATIO.NS '%�q �ENCiNEE�� �1�',`` � � 1 ' � ,�$�
PLANS DHV = /o ,,,�TER..Rpe�P,,.• r� �
p— % LENGTH ROADWAY PROJECT = 0.066 MILES SIGNATURE: YF!'���",,,��", ` \
20 l0 0 20 4o T= 6% * LENGTH STRUCTURES PROJECT = 0.004 MILES RIGHT OF WAY DATE: DEAN D. HATFIELD, PE ,",,,�AR,,, � ���'�
Yno�EcrENcruEER ROADWAY DESIGN ,��`'��H,,,.,,,o�''�,, � �i
V = 40 MPH :'��? ��ss� .,.,'y,=; �
PROFILE HORIZONTAL TOTAL LENGTH PROJECT = 0.070 MILES ENGINEER ;:�. �;q ; �``�� s��,,a��%
I ) * TTST = DUAL - : sea� ; - —
FUNC CLASS = LETTING DATE: RD ODELL, PE � z7933 ='
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PROFILE (VERTICAL) SUBREGIONAL TIER r.F. - i P.E.
SIGNATURLr ST,iTE HIGHIt�11' DESlGN ENGINEFR

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PROIECT REFERENCE NO. � SHEET NO.
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
� —
CURVE DATA FOR -DET-
PI Sto 10+78.45 Pl Sfo I2+OOBl Pl Sta 13+6325
0= 22' 42' 4/.3' (RTJ p= 43' 28' 24.0' (LTl p= 1449' 02.7' (RTl
D= 28' 38' 52.4' D= 38' Il' 49.9' D= 22' 55' 05.9'
L= 7928' L= 113B1' L= 64.65'
T= 40J7' T= 59.80' T= 32.51'
R= 200.00' R= 150.00' R= 250.00'
SE _ .015 SE = A9 SE _ .03
RO = 225' RO = 60' RO = 45'
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TNE EXISTING FRENCH DRAIN SYSTEM
THAT MAY BE DAMAGED DURING CONSTRUCTION
ACTIVITIES WILL NEED TO BE REPAIRED
ONCE THE DETOUR l5 REMOVED.
CONTRACTOR SHALL INSTALL UNDERDRAINS
PER DIRECTION OF ENGINEER.
DETAIL A
SPECIAL LATERAL 'V' DITCH
( Not to Scale�
Natural L ��� � — Fll
Ground 2.� ��p�e Slope
D
� Min. D= 1.0 Ft.
FROM -0ET— STA. 11 + 83 TO STA. 13 + 50 —RT—
SEE SHEET 4 FOR PLAN
SEE SHEET 2-B FOR PROFILE
� LOUISBnRGER
1001 Wade Av ue, Suite 400 ROADW�
Raleigh, NC 27605-3322 PL4N5
License No.: F-0840

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— . —� Ra�@19h, North Carolina 27605 ENGINEER ENG1NEER '
License No. F-0840
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PI S�o 12+34.48
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D = r 4r o6.s�
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T = 176.53'
R = 3.400.00'
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RO = NA
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I � LOUIS BERGER I
SEE SHEET 5 FOR PROFILE 1001 Wade Avenue, Suite 400 aonow�
SEE SHEETS C-ITHRU C-4 FOR CULVERT PLANS Raleigh, NC 27605-3322 PLANS
License No.: F-0840

. I . . . I . �. �. . . I I � I. LOUIS BERGER PROIECT REFERENCE NO. SHEEf NO.
--. I I I - ' � I �_ i j i - I; �_- � 1001 Wade Avenue, Suite 400 /7BP.l4.R.48 5
�_ __. _ __. I
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License No. F-0840
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I . . . . . . . . . . . . . . . . . . . . . . . . � . . .— . - . - . . . . . . . . . --. . - . .-- . . . . . . . . . . . . . . . . . . � . . . . . . . . . . UNLESS ALL SIGNATURES COMPLETED
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--- : „ ,
; � � � � DESIGN ELEVAT/ON - 2305.4 FT
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� ' _ 1 OVERETOPPIEG D SC�ARGE = 2307J5 �FS _- __ _ EJVD G ADE -- �
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� `' I' I' '' ' �' OVERTOPPING ELEVAT/0 = 230534 FT I - - ELV__ .311.280 !
i OVERTOPPI�G FREOUEA/� - 5 YRS ;
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- � � � I� t � SEE SNEET 4 FOR PLAN
- 10 11 12 13 14

Z
O
>
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
REQUIRE PRIOR APPROVAL BY ENGINEER.
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED AS DIRECTED BY THE
ENGINEER.
ENVIROI�TNILNTALLY
SENSITIVE ARF�1(S) EXIST
ON THIS PROJEC"1'
Refer To E. C. Special Provisions
for Special Considerations.
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T'- �� '�ta. 10+3828�-
i0+3B.�:`
� � r ��
;IN DETOUR \/°
UTILIZE AN ONSITE CONCRETE WASHOUT
STRUCTURE. CONTRACTOR TO DETERMINE
OPTIMAL LOCATION.
Road«�ay tiiandard Urawings
The follo.tiing d vx n�lish smnderds us appe:v "Roade�ay StunJard Urmcin�.c"- Roadway Desi¢,n
L�ut N. C. Deparwent of Trnnsportation Rxleigh, N. C., d�ted J�.uiuun 2012 and the late�r
�' n d,erem �ve applicuble m el�iti project ��nd ln� rei'crence hereby ur< <oncidercd a parc of
ihesc plans.
1GO�A1 Railro.�d Lrosion Control Uemil 1632A1 Rocic lnlet Sedimem Trnp "Cype .1
160:i.01 Tempurary Sih Cence 1G3?.02 Rock lnler Sediment'Prau 'fype B
160G.01 Special Sediment Control Fence 163?.03 Rocic lnlet Sedimen� Tr.ip Tvpe C
1607.01 Gru�el Constrnetion Entnmce 1633.01 I emv�rary Rock Silt Check 'fype :\
16?2A1 TemEmrury Bcrms snd Slope Dr.�ins 1633.02 'I'cmpon�rv Rocl. tiilt Cheek 'I)�pe B
1(30.01 Riser 6.isui 1634.01 Temporurv 2o�lc tieJiu�cut Uaun Type A
1G30.02 tiilt Ba�in "Pype R 1634.02 'I emnorury Itock ticdiment Dxm T�pe R
1630.03 7'emponin� Silr Dirch 1(35.01 Rock Pipe Inle� Sediment Trup 'fy7�c ,1
1G30.0� Stilling Bxsin 1b35.f12 Itoek Nipe Inlet 9ediment 7�rap �I'ype R
1630.U5 'femporarv- Uicersion 1640.01 Coir fiber Bal➢le
LG30.06 Specinl Srilling Ba�ri�� 16d5.01 Temporan� Streum (;rossing
1631.07 �latting fn.rullution
I : I'� (�) � I (�) \ � � (�) \ ' 1 � I'� (�)1.
pHA�E I
'I . �.iROr & vEl��
DB 0 �"- _
-DET- PC STo� II+41.0/
-OET- PT Sto.11+1756
OUSE �
ATE
� 234
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����`���� (�� ����s��.��'�
RALBICH, N.C.
���� �']�'r'�!'��A�i� sJ]P�i'�'�ff''�'C.°���(�1�;�
THESE EROSION AND S&DIMENT CONTROL PLANS COMPLY
WITH THE REGL/L9TIONS SET FORTH B}� THE
NCGOl0000 GENERAL CONSTRUCTION PERNTT EFFECTI['E AUGUST 3, 2011
7SSlIED BY THE NORTH CAROL/NA DEPARThIENT OF ENVIRONMENT AND
N.9TURAL RESOURCES DIVISION OF {{'ATER QU.9LITY.
,,:,,'' ; � ��
% � DET - PT Sta. 12+5482
, �.
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'ERVIOUS � ---- ' ' - ��-
DIKE � '•�� ' _
L
PROIECT REFERENCE NO. SHEET NO.
l7BP.l4.R.48 EC-1
RNJ SHEET NO.
CONSTRUCTION SEQUENCE
1. CONSTRUCT IMPERVIOUS DIKES UPSTREAM AND DOWNSTREAM
OF TEMPORARY DETOUR AND UTILIZE BYPASS PUMPING SYSTEM
AS SHOWN.
2. INSTALL 2@48" TEMPORARY PIPES, TEMPORARY SHORING AND
DETOUR. REMOVE BYPASS PUMPING SYSTEM AND IMPERVIOUS
DIKES ONCE TEMPORARY PIPES ARE INSTALLED.
3. INSTALL IMPERVIOUS DIKES UPSTREAM AND DOWNSTREAM OF
EXISTING BRIDGE AND 30" TEMPORARY PIPE AS SHOWN.
4. UTILIZE SPECIAL STILLING BASIN TO DEWATER WORK AREA.
CONTRACTOR TO DETERMINE OPTIMAL LOCATION OF SPECIAL
STILLING BASIN.
5. REMOVE EXISTING BRIDGE AND INSTALL PROPOSED ALUMINUM
BOX CULVERT AND ASSOCIATED APPURTENANCES. UTILIZE BYPASS
PUMPING IF TEMPORARY PIPE LOCATION IS IN CONFLICT WITH
CONSTRUCTION ACTIVITIES.
6. REMOVE IMPERVIOUS DIKES AND TEMPORARY PIPE AND
REESTABLISH NATURAL STREAM FLOW.
7. PROPERLY DISPOSE OF SPECIAL STILLING BASIN.
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/END DETOUR
-DET - POC Sto. 13+34.22
E�O�ION� �EDIMENT �ONT�OL MEA�[I�E�
1 1 �'euepo�e.ry S�lt Fence ��HI FH
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1� �, 1 u�e��ai �e�,�oe�t ��arrai 1Fe��e _ � / ��
l�j{�a� Jpr.cin� �<.n9�ierg �$asiec
1�,'4�'e.�ll Ta��paee,�r d$m�l� 5i➢m �Ch��9� 7C���='� _ x� '
�e.mpormrry �m.� �+i�¢ �Inec�. �}ye :� w�if0n
iti�a4kdng a��V P lly �ylau�i�e 6�.$1'+lY) _ �
1 '�.a� �I'r��op�o�m�y Ro�& ,^>i➢i C6e�lc Ty�c-I4 '
-nFT- PnT
WALTER D. ROBERTS, III
LEVEL IIIA NAME
3514
LEVEL IIIA CERTIFICATION NO.
TROUT STREAM place Matting for Erosion Control
L]_]_]_]_]_]� BUFPER ZONE
in Temporary Ditches
SEE RF-1 AND PROJECT SPECIAL PROVISIONS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
� IOUIS BERGER
1001 Wade A enue, Suite 400 ROADW�
Raleigh. NC 27G05-3322 PL4N5
License No.: F-0840

EU=i -� siArzor,i 5�t5e��; �� e,r� �E�r. � zNrH =FzhE z�� �arT oF �a��ooue�� MAPi_�. E�Ev. _������.�7�
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- LOCATION SKETCH
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`� ;RAUE Pi_�II�iT ELEVA i I�6I tti� '-TA. L+"vG�4c� -L- - 30� � i'�
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E-D L�EVA'IOIJ ��� STA.1Z+i1�=.�u -L- - �5���i�e�=�i
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—'`� HYDRAULIC DATA
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co � DE>=G4; SI-i-HAF:_L
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o � F���iUEPJ�=S ��F GE�I��N FLOGC�
' �� DESTGN HTi�N WATFR ELEVATICiN
�� ��� o�nz�vACE A��A
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c�� OVERTOPPING FLOOD
`-r � OVFRTOPPINi- C�I�CF4z-�E
� � FR�.ouE�i�-r � �SVE�r �Pir,,�, r� ��:�
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u a f1VF_NT�.�'!=il'J. P�L��OC� ELLVAT��1i�1
f,
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r� �n CHEf . U BY F. DE�"�� I 4 �;4 � �L�1�
/ —�
oi �rn�� �NeiN��a �F �FQ : N I��L�n�q �A t: �'16
'-�'� C.-. ;�
= 5 'r E A F•: �
_ �sos.q�
- 1.30 so. M1.
= 700 C.F._„
- �'307,15'
DATA
_ -�o ceF.se
� YEaRs
'O�e �q'
ERTICAL CURVE DATA —L—
i
- ,-i; �. 0 _
,C�'�
. a -=
i I = 11+9ne00 -L-
EL = �'�n5e`,7
"' °
HORIZONTAL CURVE DATA —L—
NI tic A �+ �e ,-L-
!� . � v-i I" (i T.i
p I°41 Ob.b
I - �_ r �'
T 1 ����
- _ '� �i�r�
TOTAL STRUCTURE �UANTITIES UNIT
fFMOV�,I rt � :�TTI�I� ��NL'CiJFF IS
FGLIDJGATI=�f�l F_i:CAVATTON STA.1�1-0�,45 -L- Lc
F�]LINDATIiiN CUNL fT�u��IIN�-. MA� �B=AL 108 TONS
ALUMIf1UM _ �-�L� I;' STA -i""-.q' -L- L-.
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lo�-��„ lr� -� ��� , ,o.-,;,, i�, _,_„
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A.S�JMEL LTVc i_r�AD ------ -- F� �� �,h= o.�TEr;G�qTE �i-�a� i�b,G�
DESI�N FILL ---------------- 1.�- ,
F�I; OTH�� L1E�IGN �ATp. AfdD LEI�CI'aL fJ �T :. `�E� �H�ET SNe
IHt RE�IDENT EIVGINEEF' SHALL CI�EC�K IHt LEfd��TH '�i= �„JL /Ei='T ��,EI ��F:= STAI<IN[a IT ril�T T � M�'�- �ERTAI�I
I HA I IT W1LL FRiiPERLY TAI<E CARE UF THE F ILL.
FOR BORING INFGRMATION.SEF GEUTECHNICAL REPORT.
SEE ROA�W4Y FLA�15 FUR RIP RAP REQUIREMENTS AT �=ULVE��T Ef�ID_,
FOR A�DITIONAL INFORMATION P,EGARDIN, DRAINAGE,GRaDSNG,AfJD RUADWar��EE ROADWAr' FLA[d5�
i IIG DETAILS SI-I�WN AR6 �OR GENEI;AL LAYOUT OIVLY, TIiE SIJF'PI 1ER' SHALL f'ROVT�C Di S1GNS AI'�IC� CLTAIL_
��R REVIEW AND APP�OVAL THAT MEET THE REQUIREME�ITS �F AASHTl7 LRFD BRIDGE DEiTGN SPECI[T��TIOPJS�
"E T1011 1-, AND ARE SEALED 8Y A VJORTH ��AEOLIN4 P,EGISTERED PRQFE55TONAL EN!'INEER.
i If IL��S ���THERWISE INDICATED, TH- SUFFLIER SHALL DESI��Ny DETAIL, AP�ID FURPI7SFI AI_L STRUr T�_IRAL
LI EMGNTS A�ID IiARDWARE
THE EXISTING �TP,UCTURE l;�N'_ISTING (�F ONE 1�' C" ;F'AN WITH A TIMPER FL�iOR INITH AN ASPHALT WSARI��If�
�I IPFACE 01'J i IMPER JOI�TS, TIM�itR ��APS, F i�TS &�ILLS �I'J� Bt`I i S SHALL �F REPA�JVED� THE tXI� T i Ni� C�FIU�E
I PRESENTLY FGSTFD BELOW THE I EGAL I OAD I TMITe ;Ht�ULD THE STRUCTUR�L II�lTEGRITY OF THE BRTDCsE
i I=�TFIER DCTFRT(1RATE, THIS �OAL� LIMITATIQN MA'f DE f�6DU��-D A� F�UND NC"ESSARY DLJP,TN� THF LIFE OF ThU-
' I'QJECT.
IhE SUBSTRUrTUF�� cF THE EXIS71P�r, Br�1�GE INDICnTED C�N THE P�AfJS I; F�OM THE BEST INFORMATIUPd
u�IAILABLEo�TNC� �iH1S INFORMATI�Pd IS �HOWPJ F��R THE CC�NVENfFN�E ��F THE �ONTRAC.IOR THE
�P�,ITRA�TnP `HALL HAVE �Ji� CLA1M WHATSOEVER AGAII�IST THE DEPAR i MEPdT OF T�ANSPORTA i I�PI Fu'R ,41vY
r�l ArS On ADUIT i ONAL COST INr�URRED GASED ON DIFFEREf�IrES BETWEEI�i THE EXISTZNG BRIUr��
UGSTRUCTURE �Hi;�Wf�l ON THE PLANS AI�ID THE AC I UAL LUIVCII i I�1N5 AT I Ht PROJECT SITE,
- - - - - -- _n - -
ii �� i X i� .i� �F l F! ii r� '1 ii
F11�4_�AL _F IHE � i�T1N. t3R1C' E��HALL t_ NFRF_kM_C S AS I�! I IG AI_Li_W DFL'RIS I �HI I_ 1N1'�:�
II� WATtP,e THE i i�GTKACTOR SHALL ��MOVF IHE LR7[iGE AMC SUEiMIT PLANS FOR DEM=�LITIC�W IN
n� r��R�AP]C� VJS I H /�F�TIC�L d0�- �-F ThiE STAN�ARD SPCCIFICATI�)f�l-a
aSP�IALI WEARIIVG SLRFACE IS IIVCLUDE� IN THE ROACIWAY C�UAfJTITr i�bl F�Ai�WAY ��AN�_
I�? EP,nSSOIv rONTROL MEASURES, SEE EROSI9PJ C9Ni��R��L FLA�dS.
T�E COfVTRACTOR SHALL STAI<E UIJT THE LENGTH UF CULVFF'T FOP, tfIGIPdEFP I--VI'=W 10R T� ��Fli'- I.�_• I Ul �=;'T.
�JNIRACTOR WTLL MAI1�17AIN THE ALIGI�MEI�1T OF THE ALIJMI�IIJIvI G,�TTOMLE � L,LV��T =_ �-1� il� DIII 111 = E����,J�FILL�
I ��? SLBMI i TAI OF WORI<ING DRAWINGS, SEE SPECIAL PIi�VI I dS,
F! �FI FALSEWGRK AND FORMWORIt, SEE Sr�ECIAL PROVIS i i!fJ-e
F� �=: CRANF �AFE I Y. SEE SPECIAL PROVISIGN�.
F�_�:; GRGUT FOR STRUCTURES, SEE SPEr1AL F�FOVISIGNSe
��_�r� AWMINLJM 60X CULVERT, �EE SPECTAL PROVISIOP�I�e
\.� iH� r I: fRA� � h- !�F I ��fl, _,_ �'rE «'����AC�WALL� MA`� �L �I��I C� iN ?��C� ��"'r ALLJi�4IGIUM H�AC�WPL= =�e
FOUNDATION NOTES:
I T IC i'U�=l.TLC ,LUI�IfrIUM ��-lL'�L�T 4T �ATIi�P,I i ii ;Da � C%C��I�-C1CD F��F` A
I 4-- I��I��I] 4iE� 1 AN�-E � �F 2 f�F �HE��I' I 7�ELU fJL1I I 1�iPJ� F01� I HE IiE�!IJ1R�D
I�C�I�TANt-F n� ao5 i�F IUST �'I Fi]RE I-i A� TfJ� CLILVER7,
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PROFILE ALONG � CULVERT
���:� avArE :� FFEr e,Ei ��w cu�vE�r Anio �FF�.4�_F wrTh FruNr���z�N c�Norr��_,��1��s
1�4ATE��Ia� IN ArrnRDAI�IrE wI i H SECTI���PJ 414 nF THE STA�IDARD SPE���IFIr�TI�_�f�iS.
FLn�'E TrPE 5 f E�7EYTILE TN nrrrRDnNi E WI i H SErTIn�l 1060 ��F THE �•TnfdC}nFD
1=��I1-I� ATI�I��� BEG�ui= PLA� IJi_ �i_il liu�-T�Of�I SOfJGIiIUPIPdG M/ i�RIi�Le
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DO NDT l"SE rOR CO!�`9TR�"CTIOv
� THE LOUIS BERGER GROUP. Inc.
1001 Wade Avenue, Suite 400
Raleigh, NC 27605-3322
NC COA No. F-0840
PROJECT Noo 17BPe1qaRo48
MACON COUNTY
STATIONe
�F'E� i J OG �
12+06048 —L—
I?EPLA���, BRIDCL d,��'��'i'r��
�1nTL 0� IVURiii i�APO��Nn
DEPARTMENT OF TRANSPORTATION
a�����.�
GENERAL DRAWING FOR
16'-0" X 4'-3"
ALUMINUM BOX CULVERT
ON SR 1500
BE �VEENA ELDERSC RDE AND
WILD STRAWBERRY LN
F���I�'I(�I.= II ��IIFET i'11�.
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Pd0�1-: PJAi1VE MA�FR�AL �=�il� iS7� i;ii- MATFRIAI_ THA�i :[5 E�uCAVP-iELI Fh��M �fli�
STREAM BED AT THE FIt�2J�C1' _1Tt C�URTN� �UIV�I I�=UI�STRUC�I,f��I��J_�JA7IVF
MAT�RIAL TS SU6JECT �G AP-1 �V41_ ���� i�HE .=1�1 ].CIEER A�ID MA'i :� -,U6JF�ST
Tn PEKMIT COP-1DITi0N��.
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F'�'I_1���tiEC� EI_F'�r�iTl�1!����_�
EF II'dLET %306�44
CE�ITERL i DiE ROAL�WAY �306.05
EF uLITLET � �05.�0
T01' UF HEADWALL IfJLET 230�.08
TGF OF HEADWALL uUTLEi 2305,5r,
IP,IVF�T 7NLET 230��.83
IfJVEI?T uUTLET 2299.30
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S�ILL DEiAILS S�IALL P_.F PP,�VID-G
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& BAFFLE OETAIL
PROJECT Noo 17BPe1qaRo48
MACON COUNTY
STATIONe 12+06048 —L—

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OUTLET END VIEIN
PROJECT Noo 17BPe1qaRo48
MACON COUNTY
STATIONe 12+06048 —L—
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SPE�-IF_TCATIONS - - - - - - - - - - - - - - - A.A.�.H.T,ii. (�URRENTi
I_=VE LOAD
TMPACT AIIuWANCE
--- ------------- �FE PLANS
- - - - - - - - - - - - - SEE AvAeSeHaT.Oe
STR,�_5 IN EXTREMF FIBFR OF
STRL!�:TUEAI_ STFr� - AASHTG M2�0 f,RADE 3h - �0,000 LBSe FER SQe IIVn
- AASHTO M�70 GRADE 5GW - 27,000 LBS. PER 5�. IfJ.
- AqSHTO M210 GRADE 50 - 21,r�00 LBS. PEP, �«. 1N.
RETIVFvRCTI�Ii: ;TFEL TIV T[NSTOPJ
GRADE 6Q -- 24,G00 LBSo °ER Si�. IN.
CONCRETE IN CUMFEESSION - - - - - - - - - - l0''00 LBS�, PER SQ. IPJe
�=r]N�-RETE IN SHEAI? - - - - - - - - - - - - - SEE A.A.=�H.T.Oe
STi;U�TURAL TIMBER - TREr�7EL� OR
UitTP,EATED - EXTP,EME F1BLR STRES� - - - 1,SOG LBS, FER SQo INa
COUPI�,ESSI�IV PERPENDI�ULAR TO GRAIN
OF i TMBER ---- 375 L6S. PEP, 50. IN.
�GUIVALE��IT FLUIC PrESSUhE 6F EARTi-! ;0 LE�S. PER CU� FT.
� MIhIIMUIVu
MATERIAI_ Af�JD WORr.MAf�JSHIP�
EXi�EPT A� N1AY ?iTHERWTSE [3C S�ECIFIED ON PLAIVS ���R SGd THE 5?EC�AL
FROVI�IODIS. �LL MATCRIAL �ND W�.�RKMANSI-IlF SHALL 6E If�l Ar i QRDANCE W1TH
� i-I
E 2912 "STAhdDARD SPCCIFiCAT10NS F01? RC�AD= AND STRLCTUkES"OF TH6
N. �. DtPARTMENT OF TRANSPOI:TATION.
STEEL SHEtT PILIPdG �OR PERMAI�IENT OR TEMPORARY APPLICATIONS SHALL
LiE HOI ROLLED.
CONC�RETEo
UNLESS OTHERWISE REOUIRFD 01'J PI_qhl_� CLAS� A Ci;IVf=RFTE SHALL ['E
U�LD rOR ALL F��RTT_OIdS OF ALL ��TF(UCTLIRL�- WITH THE EXCEPTIOf�d T!IATe
t=LA�S AA LLPJCRETE SHALL BF USED IN BRIDGE SLIP_R��fRUC�fURESo
�BU1M1 PJT BAr_1<WALLS. APJD APPROACH SLABSo AND �LA�S ES �O�I� kETE �HALL
BF U�ED �OR ;LO�F �R�iTF�TT_i�l�l ANC) RIP RAP
L�!�JI�FET� �_I�Q�IFEF�Sr
UNLE �, �-iTHERWI �E N',_ � O�J � HF I L Af _>. AI I n �i:? fI�E_� Ubd
�THU�TUR -. SHALL BE �_HAMFEFED V� TH TI IE F� � I� uVTfd�� r i� i I��I�1Se
T�iP CORNER, C1F CURB�� MAY 6E ROUI'JCE� IU 1 1'^_`nA�lU� WHl�H IS BUlLI
INTO CL1R8 F��RMS€ C�RNERS OF TR�NSVFR`L �I Oi�� GXPANSION JOINTS
SHALL BE ROUNDED W1TH A 1/4"FIIVISHING TOOL UfvLE55 OTHEKWISE REUUI�.ED
0�I F'LANS; AI�ID CORNERS GF E�PANSION JOINTS IIV THE ROADWAY FACtS
AhdD TOPS 6F CLJRBS APJ� SI�EWALF;S SHALL BE RPiUPJpED TG A li�"RaDILJ�
WiTH A FIIIT��HIJ� 7��'d- F TC��)L IIIi�=SS '�_T'�1EFWT�r GE��I IG'EG �.)�1 I- PI:��
�_II)W���:�
CJOWEI,=. VJI,EI�, f:C1I�.AT�� iilv ��I���IS A�= � i�� r��LVERT F_ T Pl:-�IC;I���. ��HALL
GC EMECIJC-D AT � ��_�T ii'1%d-0 THE ����u i II R�TL ,�'dD �F�_��.�TEL� 1P:T0
F'LACE W-1H 1.� �-�ME1�fl� M�rR�lAft.
REV l, 1� JS EEM U) ��W nEV. / C � FWW J) „11�: F'EV. l0-!-11 MA� N7 i=M
F�EV 1� JG RWW I�> L-�� ;EV. f-_ 1L' 1✓I GM
STANDARD NOTES
Ai LCiWAI`,ICE FC��' C�EAD LOAC� DEF�Ei= I T�=�f��14 SETT�ENEf�,IT
EICo1N CASTING SUPFRSTRUCTURE��
BRIDGE� SHAL.I FE BUILT OfJ TH= GRADE OR VFRT � CAL CU:�VE ',�! �WI�I uld Pi_AN�.
SLAH�.CURBS AND PARAFET� SHALL C��NFORM TO THE GnA�E nR CIJRVE.
ALL �IME�lS1�NS WH ���H ARt L'-� VEN IN SECT101'd AND ,�FE Arr ECTEL� 3Y DE�D LOAD
C]EFLEL'TIONS ARC DIM=LP�JSIONS �1T CEPJTEh LINE OF BEAFI�IG UNLE55 i�THERWISE NCITED
ON PLANS. IN SET�i`IPJ� FrhM= Fn� STEEL BEAM LiFiID,ES At�ll� PRESTRESSED rpNCIiETE
GIRDEh BRTDGES,ADJU�TMENTS SHALL BE MAD� puE i0 THE DEA� LOAD DEFLECTInI.IS
F4R THF ELEVAT i ONS SHnW�I. WHEkiE 81_OCK� ARE SHOWN OVEF� EFAMS FOR BUILCI i I�IG
UF 10 THE SLAB.THE VtRTICAL DIMENS10N5 OF THE DL��CKS SHALL BE ADJUSIED
B; TWEEN BEAFIf�Ir-S 7r rrMPEf�SqT�� FOR DEAD �(7AD DEFLEGTIONS, VERTICA� CIJRV6
i�RDINATE.AIVC� ACTUAL BEAM CAMHER. WHERE BOTT�M OF SLAB I� IN LINE WITH
BOT I GM OF TOP FLANGE;, DEPTH C�F SLAB BE i WFEIV BEARINi�S �.HALL BE ADJUSTED
TO COMPFNSATF FOR G=AD I.OAD �EFLFCTIi�N. VERTICAL CUP,V� ORDIbJATF. AP�ID
A�TLIAL ��AM CAMGtR,
TN SE7TTN, FALSFWURK AND FOP.MS FOR REINFORi�ED CONCRETE SPAN�,APd
ALLOWAI�ICF �HA�L BE MADE FOR DEAD LOp.� DEFLEi TIGNS, SET7LEMEI�IT UF FAL�EW�_i?K,
ANC� PEP.MADdEfJT rqMBER WHI�H SHALL BE PR(�VIOED FCiR IIV AC�LITIC�I�I TO THE
EI_cVA 1 T.ONS �HOWI�L AFTER REMOVAL OF THc FALSEWORI<, THE FIi�1TSHEI� SThUCTURE�
SHALI �nNFO�M TU TH� PRO�ILE AND ELFVATI`uNS �HOWPJ nf�l THE PI_AN� AND
CONSTRUCTION CLEVATIOPJS FLIRIVI-JIED BY 111E EfJGlI�;-LLR�
C7ETAILED DRAWINGS FLk FALSEWOP,K OR FOR.MS Fr�R BRIU��E �UPEP,STRIJCTUR�
AND ANY STRLIi�TI_Ih'F Oh PAh I S OF A STRUC I LIRc AS fJOTF_D ON THE F LANS SHAI_!_
E3E SUBMI7TEG T��'� THE EIVGINE-R FOR 4FPR�iVAL [�EFC?R� �;01dSTR'il�il�iGd OF THE
FALSEW�JRI� �R FORP✓IS T; STAPTCDe
R�I��FI�R�l�'�JL�� ��TEFI_�
ALL FtEiNFORCTNG �TLCL -H4 L �� �-�sF;�EiJ�FD. I l"�It�J�_I.If- P,ELAINE T��
PLACEMEPdT OF REINFuRCING ARE Tu ��P,ITERS OF B�RS UPdLE�°; UTHERWI�E INDICATEC
II�I THE F�LANSa DIMENSZOI�IS OIV 5AR ��E7UIL5 AP,E TO rEi�JTERS OF PARS OR ��RE 4LT
1U OUT AS INDICATELI OIV PLAN�,
WIRE BAR SllPPORTS SHALL BE PP.nViDED FOR REIPdFGR�INC; STEEL WHERE
INDICATE� ON THF PI..-ANS. WHEN BAP ;UPPORT PTFCFS ARF PLACED IPd i-GPdTIPJU01_I;
LII'JES, THE'Y sHALL Eit SCi F�A�=E� THP � TH�= =hdD� i�F THE �,UFFOF,TII. �, WIRE �=HALL
BF I APPFfi TC� L�1CK LEG$ ��fd +f}JOINTbI'=. PT ���j�
5 I �'U�TURAI_ STE-L���
AT THE i-UN7RACTnN S OPTIOI�i� hiE MA I�Ub�,TITUT� i, _��� �hiEAF. �TLIC � F� R I I��C
�a"� STUC7c� `_.r�CIPIED %1N THE PLANSe THIS �U85TSTUTIOhJ SFIALL 8E MAC1E A7
7HE RATE OF '- �i8"� STUDS FOR �I -?/4"Z� STU��,A�JD STUD SPA�INi� �HANGE�-
SHAI_L BF MADE AS NECESSA�Y TO FRGVIGIE THF �AME E��UIVALEf�dT NUMB�R GF 7;'4^�� cT���c
ALnPJr, THE C�EAM A"s SHOWN FnR 3ia��L SiIJDS BASED npJ THE P,aTIn OF 3- 7�8�s�r
� i U�5 FOR 4-'�/9" (� STL1D5. 51 UD� Or THE U-t�li5 i H SPECIFIED ON THC PLAIVS MUS�T
BE F�iiVIDEDe THE MAXSMUNI SPACING SHALL BE 2'-U"�
EKCEPT AT THE II�JTERIOR SUPPURT� UF CGPdT�_TNLIDUS P�AMS WHERE THE COVEf':
NLATE IS IN CON7ACT W1TH BEARIPJG PLATE. THE Li��NTRACTOR MAY, AT H1S OPTTGPd.
�UC�STITUTF_ FOR THE rnVER PLATES DESIG�IATED ON THE PLANS COV�R PLATES 0� ��E
EOUIVALEN7 AREA PROVIDED THtSE PLATt� ARE AT LEAST 5/16"IN IHICI�NE�S AND
DO f�IOT EXCrCD A WIDTI-I i�=QUAI TO THE FLANGE WIDTH LE�S 2" OR A THIG�NESS
EUUAL TLl = TIME� 1HE FLANGE THICKf�IE�S THE SIZE OF FILLET WELDS �HALL COi��I�Cft'�V
10 THE REuuIREMEI�T� OF THE �URREGdT APJ�I/APSHTU!AWS "6P.IDGE WELDINC CO�E".
E�Ecr�osi_A� wFi..o7N�. wTi_i_ NOT eE �FRMruF�.
- - n � F
i� {" P ` A � � � � I A THFR
W1TH THE LF E_F_ TION OF CD.E� T.UFF �_ WNLF B� R ON 0_
SURFACFSoALI SHARF ��i�G� AND EPJD� � F ��HAP�� Af1C� PL�TE ifI4LL E'E SLI��HTL'r
RULI��dDED Bf SU1TA�1 F �vIEA'I�� T"� A I^L-1�_ �� AFF xTMAi�FI i L'1�= i�I�-H ���
Et�UTVALENT FLA I I_IF��4�� U I ��I I I_ I�^BLL A'J�LL FI'lOR � i � F'AI�1 � 1Pd�, GA_�all I__G:i�,
i R METAI_I_?Zlf�l'��
H�r,�n ��1- r�i��au Fc�� � �>�
METAL SI�AI'JI�ARI]5 AIVD FP �� ��il= h� �--�f �'���E �I.0 f����I FOP� I�HE MEI�A_
RP.1L �HALL BE SEi NJORMAL TO THE GRADE OF TRE CURB,UIVL�S� OTHERWISE �NUWI��I
OPd PI.ANS. I HE MET.4L RAIL AND TOP: OF C�Oi�IC�RETt FOSTS USED WI i H i HE AI..UMII�Ii_1P�1
RAlL �HqLL Bt BUILT FAPALLEL TG THE GRADE QF THt CLIRB.
METAL f-IANDRAILS SHALL GE If�l AC� ��FiD��Nf� W i TII THE FLAN��e RAILS SPiALL B��
A= MAfdUGACTU�tED FOR BRID,F RAILIPdG. CASTIPVGS �HALL 6E l7F A UNIFORM APPEARArd�E.
1=INS AN� uIHER �EF��RMATiONS RESULTIiVG FRQM C9�TTidG OR GIHERWISE SHALL BE
RFMOVFD IN A MANIVER 50 THoT A UNIFORM C01_ORING OF THE COMPI.�TED CQ`;TING SHAI.I.
E'�E I�BTAINEI�. �� AS I INGS WITH ��I� ��S�L�!�'ATICiN� =�P, �;F bd i',I-11NIF �"M CirLi �RIf�I ; WILL
IVI�T eE ACCEPT�e CERTIFIED MILL F'FF i��, �RE P,E�;ii�IREL� FOR MCTnL �/�ILc- AIIC P�iST=�
J��E�.,I�� �����T�LJ&
�Ei�L�ALLY,IVJ ��A�C OF �i1��,F'EF,1�dS'ra71��1I, �-Tqf��D�rG �HCCI -�_ ��I�T�S iNAU_
�_QVE�hd C�VE� TI�IE SP�i�T1=ICATTi�N�,BUT THC G<EI �il�luC�� )°- TIiL Fial�:`, h'ALL i_�_�V�BP�I
QVER f�d7TE; HEREON,APJD �PECiAL I�F'i�Vl� �Jf�lS -HALL i� `✓LI�L; i�VE"' ALL� '��
� =� _T�T�-ATTi�PJ= ART1�_�F 1��5 �.
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ADDITIONAL INFORMATION AND COMPUTATIONS
kiY.DEQLorv
DRAINAGE AREP. = 1.3 SQ. MI. -> LOCATED 700% IN HYDROLOGIC REGION 2
. ................................................ ........................................ ........................................
..RURAL.BL,UE_RIDGE,,,,.,,.SIR 2009�158
. . . . ...................................................................................
Qi = 110 (DA) °�"9 = 110 Q.3�°"9 = 135 CFS -> �rounded per NCDO7 mamo 1968� 740 CFS
....................................................................................................................................
Q� = 209 (DA�°"0 = 209 (7.3)°'�9= 254 CPS -> (rounded per NCDOT memo 1986) 250 CFS
_ ... ._...__ ..__..._.__ .___._....__.._._... ...._.... ....__......__._._....._ . ..........._.
Q�o= 288 (DP.�°"° 288 (1.3)°�"6 349 CPS -> (rounded per NCDOT memo 1988� 350 CFS
.........................-................-............................................................ ..........................
4�s= 398 (DA) °-n'= 398 Q.3�°" = 487 CPS -> (rounded per NCDOT mamo 1988) 480 CFS
....... .............o.na...... ...... . ....... ......... .. ...... ............. ..................
q�= 479 (DA) 479 (1.3�°'"°= 578 CFS -> (raunded par NCDOT memo 1986) 600 CFS
.. ... . .. . . . .
Q�ao - 575 (DA�01J- 575 (1.3�°T3 693 CFS -> (rounded per NCDOT memo 1986) 700 CFS
.......................o>ov ....................
. .........................................................
Q zoo = 667 �DA) � = 667 (1.3�°�10p= 796 CFS -> (rounded per NCDOT mamo 1988� 800 CFS
_.......... _.. _... _. _....... _ ............................................................... _.._........
q� = 794 (DA�JO°= 794 (1.3) °'°� 955 CFS -> (rounded per NCDOT memo 1988) 950 CFS
....................................................................................................................................
ADDITIONAL NOTES:
. ...................................
- THIS PROIECT FOLlOWS SU&-REGIONAL TIER GUIDEIJNES.
- THIS PROJECT COMPLIES WRH LOCAL FLOODPWN MANAGEMENT REGUTATIONS,
..... ........... ............................ ...........................................................................
- IXISTING OPEN AREA: 31.2 54 Ff., PROPOSE� OPEN AREA: 43.5 SQ F7.
.. _.... _ ............................................................................ _........................ _...................
- EXISTING LEVEL OF SERVICE IS BEING MHIN7NNED.
....................................................................................................................................
- S7RUCTURE WAS MODELED AS A 13.38' X 4.25' BOX CULVERT WITH EFFECTIVE FLOW AREA = 40.3 SQ. Ff.
- NO STRUCTURES WILL BE ADVERSELV ,4PFERED BY THE WSEL'S FROM THIS PROJECT.
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SITE DATA
Drainage Area ................1.30 SQ MI......._ Source ..._..._._.__ USGS QUAD CORBIN KNOB
River Basin ..._. �TTLE TENNESSEE ............... Chamder .............. RURAL/OPEN SPACE...................
. . . . . . ............... .. ..
$heam Classification ($uch as Trout, High Quality Wa}er, efc.) .......__.....C1A55 "C"; 7ROUT
........ . .....................
Data on Existing Strucfure .�.SPAN @ 18'-6"; TIMBER FLOOR ON TIMBER JOI5T5, TIMBER CAPS, POST 8 SILLS
......................................................... . ...... .....................
Debris Pofentiah Low._X..Moderate..... ._High........
Dafo on Siruclures Up and Dawn $fream UPSTREAM: NONE DOWNS7REAM: BRIDGE 550166 ON SR 1500,
....................................... ...........................
7.3 MILFS E.lR. SR 1501, 1 SPAN p 18'-3": TIMBER FLOORS ON TIMBER JOISTS, YOUM MASONRY ABUTMEI�RS
Gage SMfion No..... .... NANE .... ........ Period of Remrds .......... N!A... .. ........ _yn.
Max. Discharge ..........WR .............. c.f.s Date...........IWA............... Frequency....t�YR..............
Historical Flood Information:
Period of
Date.,..____.._. Elev...Pi:A... R.Esf. freq. .!.'Y!...yr. Source 7ROY LEDFORD; NEVER OVERTOPPED Knowledga...49..yn,
Period of
Dafe............ Elev...........k.Est. Freq.........yr. Source __......._........_._ .............._Knowled9e.._....yrs.
Allowable HW Elav. ........ �305.34 {DR.4INAGE DIVIDE), ,q, Nortnal Water $urface Elev. , 2302.0 (�,
Monning's n: Left O.B. .,0.04 /0.10 Channel .. 0,04 Right O.B. .. a:94. Obtained From „FIELD 085ERVATION
NO STUDY, FIRM 37113CVOOOA, EFP DATE MAY 4, 2009
FloodStudy/Staius ..................=ONEX,PANEL_7517_,.__..,,,_...,,,,,.FloodwayEstablishedz..,,WA_.....
.. .......... With Wkhouf
Flood Study 700 yr. Discharge ...I`F'P.... c.f.s.; WS Elev.: Floadway ...P!!A,......ft. Floodway ...!'YA........ff.
DESIGN DATA
USGS REGRESSION E UATION - SIR 200 -5158 - REGION 2
Hydrological MeThod ........................................4.....................9................................
HEC-RAS VERSION 4.1.0: SF-550308 WATAUGA CREEK SR 1500
Flydraulic Design Method .......... ..................
Design Tailwafer � qs .....3:�......ft.; Qio...3.4....ft.; Q�...4:1.....k.;goo...4:3?....ft.; 4� .... <:9.......A.
Inlei Conrrol O�Ilet CoMrol
Size 8 Type (c.�f�.sJ Ke HW�D �k ' dc �Z� h H �5 IH.I Remorks
Is a Floodwoy Revision Requiredi...NO ..........................._..
OufletVelocity (V�o) ........10:1 ................f.p.s. Natural Channel Velocify (V�a) .........7.0...............f.p.s.
Required Outlet Profedion YES, CLA55 'll' RIPRAP ON BANKS
...... ........... . . __.__ .
INFORMATION TO BE SHOWN ON PLANS
WS EL. Taken Qa River StaTion 1039
Design: Discharge ..... ...... c.fs. Frequency 5 . yr. Elev. ,........ Z305.4 g,
Base Flood: Discharge ..... 700.... c.f.s. Frequency ..........IOO........yr. Elev. ...........2307.75.......p.
Overtopping: Discharge ..... 250..... c.f.s. Frequancy........... s.........yr. Elev. ...........2305.34.......fr.
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� CULVERT SURVEY & HYDRAULIC DESIGN REPORT /1"�' "
'�'� N. C. DEPARTMENT OF TRANSPORTATION
w: DIVISION OF HIGHWAYS
�: HYDRAULICS UNIT
�� RALEIGH, N. C.
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¢: I.D. No.... SF-550308... Pro'eci No. ........778P.14.R.48 -L- 12+07.00
� ....................... Proj. Station ................................
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m� Covnty ...........MACON....... Sfream....... WATAUGA CREEK ............................... Sfru. No....308.....
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u�i: On HighwaySR 1500 (VJATAUGA RD) getwean __ELDERS RD and �!(��. STRAWBERRY,LN....,,, ,,,
u"i� Recommended Siruciure 16'-0" x 4'�" CORRUGATED ALUMINUM BOX CULVERT BURIEO I' WITH V1' BAFFLES
, ...................................................................................................
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n'-' IN LOW FLOW BARREL
: ..___ ..................._...................._......._........................................................................
o� Racommanded Widfh of Roadway. �...-.10',7RAVEL,LANES, 3'. SHOULDER$......_.. Skew .....40' ..................
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h; Recommended Location is (Up, A1 Down) Stream from 6tisting Crossing ..............SR 1500
�. Statawide Tier ❑ RegionalTier ❑ Sub-RegionalTier �
d Bench Mark is �#1 BL STATION 6+13.74, 53.37' LEFT 8 INCH SPIKE IN ROOT OF 24" DOUBLE MAPIE
.................._................................__........._.........................
v: Elev. _2303:67...fr. Datum:__...NAVD_88....
.. ......................................................................
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�; Dasigned hy: ., THE LOUIS BERGER GROUP, INC 4/28 n4 :,,, .�, � "/4 ,
... . .. ...._ ........ ......... '
MA7THEW FERGUSON, EI; RODNEY KNIGNT Da}a ................... .� � :
�: Pssistad by .. . ........ .. ............. ... '_ /A� • _
3 Pmjed Engmeor :RONALD D. FERGUSON, PE, CFM ��� 35� O�,`
..............�.,.'.j :� . . t
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m Reviewed b : %rC!:�...� z' :y_ � ��� �..iiii::.:.\i,J``•:
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