20160380 Ver 2_Site Plans_20180430

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See Sleef 1-A For Index ot Sf.-N/s
See 5/�et 1-B For Conienilonol5ymbols
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD II.
GR.4PHIC SCALES
ZO 10 0 20 40
PLANS
20 70 0 20 40
PROFILE (HORIZONTAL)
4 2 0 4 B
PROFILE (VERTICAL)
DESIGN DATA
nor zoiz = zoo
ADT 2034= z00
K = %
D = %
T = 6%
V = 25 MPH
' TTST = DUAL
FUNC CLASS =
LOCAL
SUBREGIONAL TIER
�`1CA`l[°IE �IF i'J(�i�'1ClI�[ �CA1$�IL,�i'�A
�1T�����I�T �IF ]�[1[�]E][1�.��Y�
HA YWOOD CO U1�TY
LOCATIOIV: BRIDGE N0.309 O1V SR 1373 OVER ROGERS COVE CREEK
TYPE OF WORK: GRADING, PAVII�IG, DRAINAGE, AND CULVERT
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� TO SR 7374
nno�scr r�xcrx
LENGTH ROADWAY PROJECT = 0.032 MILES
LENGTH STRUCTURES PROJECT = 0.000 MILES
TOTAL LENGTH PROJECT = 0.032 MILES
NCDOT CONTACT: K. ZAK HAMIDI, PE
DESIGN BUILD PROJECT ENGINEER
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❑xuozu ccoa ao
SR 1373 �
D674A-430309
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sR�'�6
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END
r.e�v,o m ire mnm m
� LOUIS BERGER
100111'atle A�'enue, Suite 0�0
Ralelg�. �'oM Caro'vna 2]605
ucen:eNo.: Fneao
iur_ srnnv.axn srecrFiearrmvs
RICHT OF II�iY
LGTTING DATE:
DEAN D HATFIELD. PE
rnoJ[ct cxcnEcx
RD ODE�G PE��"
rxo�r.'cr afs . r.
Ci
=. DB14A-430309 �
H3DIUl[ILiCS ENGlNEER
AOADIf'AY DESlGN
ENGINLLR
i�EaMir ��nwir�G
SIiFE-I� 1 OF 5
INCODfPLETE PLANS
PREWDllNARYAPLANS

EL- N
�O
4YETLlWO/SURFACE VYArER PfRMIT Oh'G,
�DENOTES iFA1PORARY IlAPACTS IN
SURFACE WATER
�OENOTES PERI.IANENi Ih1PACT5 IN
SURFACE WATER
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—
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ALL ORNEV'IPY RPDlI PFE l0' UIlLESS NOTED
P157o I1+6221
0 - 379' l23' fRTI
0 = T 09 43f
L = 4b.36'
i = 2319
R = 800.00
Se = OA25
D5. = 25 mph
R.O,= SEE PLANS
PI Sro 12+7357
� - 23' 26' S63'lL71
D = 200'0'l36
L = 116b4'
i = 5915'
R = 285.00'
Se = 0023
OS.= l5 mph
R.O.= SEE PLNIS
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SHEET 2 OF 5
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ALLIh1. BOX CIILVERT \
22'-9' x 5'-9' / �
STA 12+q6.81 / \
105° SKEV7 \
/ / \
/ \ `
/ SEE SHEET 5 FOR PROFILE
SEE XX CULVERI' PLMYS
/� � LOUIS BERG�ER3�
lroivla= -

O
EL-
VYET4W0/SURFACE WATER PERMl7 d,YG.
�DENOTES TEh1PORARY I/.1PACT5 IN
SURFACE WATER
�DENOTFS PERI,WNENT IMPACiS IN
SURFACE WATFIt
PLL ORNE1YaY RaDII aRE /0' UNLE55 IfOTEO
PI S�o 11+6221
� = 3'19'l23'fRi!
o = r os ssr
L = 4636'
T = 2JJ5
R = 8�00'
Se = OD25
05.= 25 mph
RIJ.= SEE PtNIS
Pl Sla 12+7357 �
�= 23'ffi'Ci6.3'fLTI
0 = 2U �' !3b' '
L = 116b4'
T = 59J5'
R = 285.IXY
Se = 0.023
OS.= l5 mph
RD.= SEE PCa7l5
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�OBl4A� 430309 sne ��b.
INCObIPLE S PLANS
PRELIDiIN RY `PLANS
�[RMIT DRAWING
SMEET 3 CJF 5
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ALU61. BOX CULVERT � \ \
22'-9' x S-4' / \ \
STA 12+q6.81 /
105° SKE17 \
/ / \
/ \ �
/ SEE SHEET 5 FOR PROFILE
/ SEE XX CULVERT PLANS
/ � 1o�IqgzRoiRu
x 90J

ADDITIONAL INFORA1ATION AND COMPUTATIONS
ovARUGE a�FA = 12 SQ.I,LL—� lOG1E� IOlii. IH HYPAOLOGIC PEGI04 I
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SRE OATA
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n Sireom Fe��I,M1 t{ yy/�,S�I�yQSi d�SIIWCONC FOOiING.
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mo on Seveure Up aM D ._ ...
�OVM 430951.1e16'TM FIAG�I SLLVAGED 6EwMS�ABUIi.�FNiS W511).G TOUMIVSONRY
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Gage S.ation No, hONE pe� af y«d�
.. _'__- _ _ _....1
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Pmod of
Oole ..... . flri h. Es. rM .1+ Sau .� e... �+i
Mannble MI Ele.. ��� � �566.] ._.... .h. Normol\!m_e Sulfn�e 0 616 ... h
IJuniwr9i N__ 0380.0600wviel Obnmed fiem ItrvE511G,4110N
0010 p.�yMOB 0050,.
NO SIU�T FIS EFFfCINE ONIE
Flood sN�i'/S�aNs .... P.... .. P.Ml,9. e61Z .... iloodwm' Es^abSJ�d ._ No... .
Flood SNd 100 I+.�iuhorge NA.... cIs:1Y5 Eki. fl`a dxv/ -. NA...h. R � ��.� A.
C>++�+S:m 1036
DESIGN DATA
rya,n���oi i,va s cau , 9 nse uvioN __.
M�a.o„� o unnoa �K-u� �' s n, o ocecs cove cuu s ia a .,,..
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......... ......... .......—._..__ ..........
WFORAtFTION TO- 9E SHO\VN ON PIANS
1K fL TaAen Q Rn 5.on 1036
��y�: Du:Mrpe :7$4 Js F.ea . ,�5... . 6 a. _.] 66 ...._.N.
msa Hrod. o:sshmge . c(c F.ry 1PP.- �.__3S 185 .. .....1�-
dsa
PenopVns D.ssFoye dB0 cfs Fre9 MY 45+/-. .) Elei. ... �56) .....N.
CULVERT SURVEY 8 HYDRAULIC �ESIGN REPORT '�"�
N. C. DEPARiM11ENT OF T�SPORTATION
DMSION OF HIGHlYATS
HYOPAUl1C5 UNR
� : RAIEIGH,N.C.
� ,
�: I.D. �o SG�-030349... P�qMNo 1>BP1�0.1]B .._........_ ProF Srtiuon � STA13i46.81........
� Counry U11'I000... Slreom.P.O E0.5 COVE Ci,EEK ........ .S�y.�y..0309.....
o. 5 1J)� 50. 13)l �� �ON SR
5: o��rsn..rPcu_ozu.}ooal ..... e�M lcoce.i..c.o....1�aPxw.vcw�oM ._._.__
'� : Recommerided SM1vtl�r �2 9 ISPN(�i _. .IaSc�CO:¢0.UWTFD ALL1.4l1.11lA CVIVEAi _
N, ' ____.._
BUPIED 1'
rd ._ ... ._.. .. .... _._._ ...
'on Re�omm-rrA-d Vfidin olRond�.v�nF9 UNES YIIIH 3' GPASS SH Ul0 V.Sy� EGREE 51�'I
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BIA •1 BL STATIO� 8+57.25 40.71' RIGHT.B"SPIKE SET IN TOP OF A P1NE STIJ�IP, -L- STA. 13a39.59, 90.96' RT. EL. 2563.90'
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CLA55 II RIP RAP W3
IROADYIAY PAY ITElA)�
K
'F Cl1LVERT-
STA. 12+46.81 -L-
E%ISTIAG STfll1CTI1RE
IS'CSP
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B
� SURVEY -L-
tes^-oo•-oo^ /
t �Tarv.To cuevE�
` aaoPosEo zr-9�� x s•-a^
'! 4.. A lJ!AINllA1 80% CULVERT
\e`;\�� �
CREEK
�CLASS II RIP RAP
(ROADWAY PAY ITEM1
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O x \
l I
1 .. I 29"CSP
A � x I �
� � I4
_� on �� �1 ��� =
I �
FOR UT�LITY IkFORldATION,SEE UTILITY PLANS ANO SPECIAL PROVISIONS.Y
LOCATION SKETCH
GRADE DATA
GfiADE POINT ELEVATION (J STA. 12+q6.81 -L- = 2567.35
BEO ELEVATION (J STA. 12*46.81 -l- = 2559.74
ROADIYAY SLOPES = 5:1 LT., 6:1 RT.
HYDRAULIC DATA
OESILN �ISCH4RGE - q50 C.F,S.
FflEOUE�CY OF OESIGN FL�O� = 25 YEARS
OESIGN HIGH VYATER ELEVATION = 2566.7
DRAINAGE AREA = 1.20 50.lAI.
BASE D�SCHARGE (01001 = 650 C.F.S.
BASE HIGH VYATER ELEVATIO� = 2567.85
OVERTOPPING FLOOD DATA
OVERTOPPING DISCHARGE = 480 C.F.S.
FREOUEhCY OF OVERTOPPING FLOOD = 25� YEARS
OVERTOPPING FLOOD ELEVATION = 2567.2
EL.
VERTICAL CURVE DATA -L-
'4.0000��'0����
PI = 12a05.00 -L-
E� = 2566.97
VC = 60.00'
*i.00aoi ,�o.000�r.
PI = 12+98.11 -L-
EL = 2567.86
VC = 90.00'
HORIZONTAL CURVE DATA -L-
PI STA.12i73.57 -L-
0 = 23"-26'-56.3'(LT.)
0 = 20'-06'-13.6"
l = 116.64'
T - 59.15'
R = 285.00'
NOTES
AS51J61E0 LIVE LDA� ---------- HL-93 OR A�TERNATE LOADING.
OESIGN FILL 2.T'.
FOR OTHER DESIGN DATA AND NOTCS SEE STAN�AR� NOTE SHEET.SN.
THE RESIOENT E�GINEER SHALL CHECK THE LENGTH OF CULVERT BEFORE STAKING IT Ol1T TO lAAKE CERTAIN
THAT IT NILL PROPERLY TAKE CARE OF THE FILL.
FOR BORING INFORlAAiI0�,5EE GE�TECHNICAI. REPORT.
FOR AD�ITIONAL INFORl.1ATION FEGAR�INC DRAINAGE,CRAOiNG.AN� ROADYIAY,SEE ROA�YIAY PLANS.
THE OETAILS SHOYIN ARE FOR CENERA� LAYOIIT ONLY,iHE Sl1PPLIER SHALL PROVIOE OESIGNS AN� �ETAILS
FOR REVIEYf AN� APPROVAL THAT h1EET THE REOl1SRE1�IENTS OF AASHTO LRFD BRI�CE �ESIGN SPECIFICATIONS,
SECTION 12,AN0 ARE SEAlEO 6Y A NORTH CAflOLINA RECISTERED PROFESSIONAL ENGINEER.
11NLE5S OTHERWISE IN�ICATED.THE SLIPPLIER SHALL �ESIGN,DETAIL.AN� FIJRNISH ALL STRIICTURAL
ELElAENTS AN� HARDYIARE.
THE EXISTING STRUCTIJRE CONSISTINC OF ONE 16'-6"SPAN CONSISTI�G OF TIAIBER FLOOR ON
TIlABER JOIST,ENO BENTS ON TIA!BER CAPS YIITH TIMBER POSTS AN� SILLS SHALL BE REAIOVED.
THE E%ISTING BRIDGE IS PRESENTLY POSTE� BEL0Y1 THE LEGAL 10A0 LIh1IT.SHOULD THE STRl1CTl1RAL
INTEGRITY OF THE BRI�GE Fl1RTHER OETERIORATE,THIS LOAD LIlAITATION A1AY BE REDUCED AS FOl1N�
NELESSARY DIIRING THE LIFE OF THE PROJEC7.
THE SI105TRUCiURE OF THE EXISTI�C BRI�GE INOICATE� ON THE PLANS IS FFOM THE BEST INFORA7ATION
AVAILA{3LE. SINCE THIS INFORI.IATION IS SH047N FOR THE CONVENIENCE OF iHE CONTRACTOR, THE
CONTRACTOft SHALL HAVE fd0 CIAIhI VYHATSOEVER AGAINST THE �EPARTOAENT OF TRANSPORTAIION FOR ANY
OE�AYS OR AODIiIONAL COST INCURRED BASE� ON DIFFERENCES BETYIEEN THE EXISTING BRIDGE
SUBSTRUCTURE SH017N ON TNE PLANS AND THE ACTl1AL CONDITIONS AT THE PROJECT SITE.
RElAOVAL OF THE E%ISTING BRI�GE SHALL BE PERFORl.!ED 50 AS NOT TO ALLOVI �E6RI5 TO FALL INTO
THE 14ATER.THE COYTRACTOR SHALL REPAOVE THE BRI�GE AND SUBMIT PLANS FOR OElAOLITION IN
ACCOR�ANCE �7ITH AftTICIE 402-2 OF THE STAN�ARD SPECIFICATIONS.
FOR CULVERT DIVERSION OETAILS AND PAY ITElA.SEE EROSION CONTROL P�ANS.
THE CONTRACTOR SHA�L STAKE Ol1T THE LENGTH OF Ct1LVERT FOR ENCINEER REVIEW PRIOft TO OROERING
LULVERT.
CONTRACTOR Y/ILL lA0.INTAIN THE A�IGNMENT Of TNE AWl.7INIJlA CULVERT SECTIONS Dl1RIhG
BACKFILL.
FOR SUBlAITTAL OF YlORKING OftAWING5.5EE SPECIAI PROVISIONS.
FOR FALSE4YORK AND iORP.IWORK,SEE SPELIAL PROVISIONS.
FOR CRANE SAFETY,SEE SPECIAL PROVISI�NS.
FOR GROUT FOR STRl1CTURES.SEE SPECIAI PROVISIONS.
FOR ALIIlAINUTA BOX CIJLVEftT, SEE SPECIAL PROVISIONS.
FOUNDATION NO
1.)EXCAYATE 12"BELOY/ THE BOTTOlA OF CULVERT AND REPLACE VVIiH FOIJNDATIO� CONDITIONIl.G IAATERIA�.
2JUN�ERCUT SOFT OR LOOSE SOILS A l.IAXIAIUM OF 2 ADDITIONAL FEET BELOW THE BOTT01,1 OF THE
FOl1NDATION CONDITIONING 1.1ATEftIAI AS DIRECTED BY THE ENGINEER.
TOTAL STRUCTURE OUANTITIES QUANTITY UNIT
RElAOVAL OF ExSSTING STRl1CTURE [J 12t96.87 -L- N/A LS
fOUNDATION E%CAVASIO� � STA.12a46.81-L- N/A LS
ALI11.7INUTA BO% CULVERT (il STA. 12+96,81 -L- N/A LS
FOl1NDATION CONDITIONING IAATEftIAL ca 12t46.81 -L- 72 TONS
Sl1RVEY -L-
za•-o• i zo�-o• . zo�-o•
T I I I
�eJ --- --
EL.2561.93 �.2561.1� I
EL. 2561.36 E1.2561.23
EL, 2561.� �EI
PROFILE ALONG � CULVERT
APPROXII.IATE NATl1RA�
- __ - �GROUND LIM1E
EL 2554.88
E1.2560.75
2561.36
PRGLIbiINARY PLANS
PROJECT No. 17BPe14.R.128
HAYWOOD COUNTY
STATION: 12+46081 -L-
SHEET 1 OF 7 REPLACES
DEPARTMENTEOF TRANSPORTATION
GENERALEDRAWING
FOR 22'-9" X 5'-4"
ALUMINUM BOX CULVERT ON
SR 1373 AT ROGERS COVE CREEK
BETWEEN SR 1374
AND ZRENE VERNON RD.
o�IIAWN BY � J.I.IYA pATE : II-2019 � THELOUISBERGERyR011P�1nt'. �'� r�� �'F
N CNECRE� BY : N.NIFO::C DAIE : 5-2015 �' �t�C xt��ciaal 9 � •E
�� �ESIGN E1 GINEEP OF ftECOF� R 0 COLA pATE 5-2015 ��'�3�w' �iO' F�'� � � so}

ROADY/AY FILL SLOPE
EL.
S�RVEY -L-
EL. 2559.74
GRAOE 1.20%
PROFILE VIEW ALONG � OF CULVERT
FILL SLOPE 6:1
EL. 2559.57
PLAN VIEW
NOTE: NAiIVE IAATERIAL CONSiSTS OF h1ATERIAL THAT IS E%LAVATEO FROA1 THE
STREAM BEO AT THE PROJECT SITE �IIRING CIILVERT CONSTRIICTIO�.NATIVE
lAATERIAL IS Sl1BJECT TO APPROVAL BY THE ENGINEER AND lAAY BE Sl1BJECT
TO PERIAIT CO�DITIONS.
��
PROPOSED ELEVATIONS
EP INLET 2567.37
CENTERLINE ROADIYAY 2567.35
EP OUTLET 2567.33
TOP OF HEADI'/AlL INLET 2567.29
TOP OF HEADYfALL O�TLET 2566.89
INVERT INLET 2559.96
INVERT OUTLET 2559.51
�SEE PLdN VIEiY
�C� CIILVERT
��
INLET & OUTLET
SILL & BAFFLE DETAIL
��f Cu�vcrtT
MID-CULVERT
SILL & BAFFLE DETAIL
LOCATED IN AtI00lE OF CULVERT IPERPENOICULAR TO �' Of CULVERTI
NOiE:
SILL DEfAILS SH4Ll BE PROVIDED
BY 1.'ANUFAGiURER.
PROJECT No. 17BP,14.R,128
HAYWOOD COUNTY
sTaTioN: 12+q6,81 -L-
SHEET 2 OF 3

�E CULVERT
INLET END VIEW
� C�LVEflT�
OUTLET END VIEW
PROJECT No. 17BP.14,R.128
HAYWOOD COUNTY
STATION: 12+q6.81 -L-
SHEET 3 OF 3