20151105 Ver 1_Permit Drawings_20151026

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See Sl.�e} 7-A Fo� Index o( Shzets
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED 8Y METHOD II.
GRAPHIC SCALES DESIGN DATA
20 lo 0 2o qp ADT 2074= 540
ADT 2034 = 540
PLANS K = 10 %
D = 60 %
20 l0 0 20 40 T= b o/ •
V = 30 MPH
PROFILE (HORIZONTAL) •�77ST=3% + DUAL=3%J
p p q g FUNC CLASS =
LOCAL RURAL
PRnFIIF NPRTICAII SUBREGIONALTIER
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HA YWOOD CO U1�T Y
LOCATION: BRIDGE N0.305 O1V SR 1503 OVER LITIER CREEK
TYPE OF WORIC: GRADIIVG, PAVIIVG, DIZAINAGE, AND CULVERT
�. DB14A-430305 �
viamca m rro anu d. HI'URAULlCS ENGINEER
PROjECT LENGTH � �OUISBERGER
1�01 \1'adeAvenoe.Sulte400
RalalgM1, NorUt Cem7na 2]605
ticenselio.: F-0sao
LENGTH ROADWAY PROJECT = 0.063 MILES
LENGTH STRUCTURES PROJECT = 0.000 MILES
TOTAL LENGTH PROJECT = 0.063 MILES
NCDOT CONTACT: K. ZAK HAMIDI, PE
DESIGN BUILD PROJECT ENGINEER
RIGHT OP IVAY DATE:I DEAN D HATFIELD PE
PRO/£C! EiGfi\'EER
LETTING DATE: I RD ODELL, PE
PRO¢Li DF3I4Y ECGm'rra
ROADL{'r1Y DGSIGY
LNGNEER
NERMIT DRAWING
SHEET 1 OF :i
PRELIDIINARY PLANS
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�DENOTES TEh1POR4RY IfAPACTS IN
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CUf7✓E OATA FOR -L-
Pl Sla 10+5689 P� Slo 12+483/
p= 40'2d51.0'(LT1 �= 2502'0/3fR71
D= 37' GO' 00.0' D= 9' OS' 40.4'
L = /09A5' L = 27526'
T = 5689' T = 1398`0'
R = 15485 R = G30.Q�
Se = EXISi. Se = 023
RO = EXIST. RO = EXIST.
OS = EXISi. OS = 20 I,IPH
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�DENOTES IIdPAQS 1N
SURFACE WATER
�OENOTES TFAIPORARY IIAPACTS IN
SURFACE �'IATER
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PERMIT DRAWING
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B!.I°2 -@ STATION B�36.81,6.8Y LEFi,IVAIL SET IN BASE OF PP -L- SiA.13+48.59,1531'LEFT,ELEV = 3130.13'
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(ROA�4YAY PAY ITElAI
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TE1.1POflARY SHORIN
STAGE I
(ROADVYAY PAY ITElAI
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GRADE DATA \
GRADE POINT ELEVATION [J STA.13+04.00 -L- = 3127.03
BE� ELEVATION cJ STA. 13t09.00 -L- = 3119.55
ROAOYIAY SLOPES = 4:1 LT., 2il RT.
HYDRAULIC DATA
oESrcN oiscNaRCE = aoo c.FS,
FREOUERCY OF �ESIGN FL000 = 25 YEARS
OESICN HICH Y/ATER ELEVATION = 3127.0
DRAINAGE AREA = 1.0 50. AII.
BASE DISCHARGE (0100) = 600 C.F.S.
6ASE HIGH 4YATEft ELEVATION = 3127.46
OVERTOPPING FLOOD DATA
OVERTOPPING DISCHARGE = 826 C.F.S.
FREOl1ENCY OF OVERTOPPING F�00� = 50D(N-)YEARS
OVERTOPPING FLOOD ELEVATION = 3126.4
EL.
�flAWfl BY : N.NOGAN pATE : 2/IS
CHECRED BY : fl.�EtOLA ppiE : 5/IS
�ESIGN EI:GINEEfl OF FECOPO : A��ECOLn DAiE � 5/IS
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E%ISTING
STRUCTURE
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VERTICAL CURVE DATA -L-
.'i b50�./.
+ 5.7500%
PI = 13*20.00 -�-
EL = 3127.90
VC = T0.00'
HORIZONTAL CURVE DATA -L-
Pi sTd.�2.ne.e� -�-
0 = 25°-02'-02"IRT)
108�_�3,_3�„ D = 9°-05'-90'
ITdN. TO CURVE) ' �= 2�5.26'
T = ]39.86'
R = 630.00'
w4 LLASS II RIP RAP
IROdDl4AY PAY ITBAI
�PROPOSED 21'-7°% 4'-11'
AWlAINLIlA BOX Cl1LVERT
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LOCATION SKETCH
]5'-0" IY-0° l5'-0"
r�orE:
\ \ FOR UTILITY INFORI.7ATIOH.
SEE IITILITY PLANS.
� SuRVEr -�-
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EL. 3120.4
EL. 3119.48
EL.7121.39 EL.3120.64 EL.3tl9.91
PROFILE ALONG � CULVERT
A55111.IE0 LSVE LOAD
OESICN FILL ------
NOTES
--- HL-93 OR ALTERNATE LOADING.
3.2'.
FOR OTHER DESIGN �ATA AND GENERAL NOTES, SEE SHEET SN,
THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF Cl1LVERT BEFORE STAKING IT Ot1T TO MAKE CERTAIN
THAT IT 17ILL PROPERLY TAKE CARE OF THE FILL.
FOR BORING INFORIAATION,SEE GEOTECHNICAL REPORT.
FOF A�DITIONAL INFORlAATION REGARDING DRAINAGE,GRA�ING,ARO ROADI9AY,SEE ROA017AY PLANS.
THE OETAILS SHOl4N ARE FOfl GENERAL LAYOl1T ONLY,THE Sl1PPLIER SHA�L PRO4I�E �ESIGNS AND DETAILS
FOR FEVIEW AND APPROVAI THAT lAEET THE REOUIRElAENTS OF AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,
SECTION 12,AN� ARE SEALE� BY A N�RTH CAROLINA REGISTEREO PROFESSIONAL ENGINEER.
UNLE55 OTHERYlISE INDICATE�.THE Sl1PPLIER SHALL �ESIGN,DFTAIL,AND FURNISH ALL STRUCTl1RAL
ELElAENTS AN� HARD4'IARE.
7HE EXISTING STRUCTURE CONSISTING OF ONE 15'-10°SPAN CONSISTING OF TII.IBER FLOOR ON TIIdBER JOISTS;
IB'-0" CLEAR ROAD4YAY YIITH A TIl.!BER CAPS ON TIh!BER POST AN� SIlLS LOCATED AT THE PROPOSED
STRUCTl1RE SHALL BE REl.10VED.THE E%ISTING 6RI�CE IS PRESENTLY NOT POSTE� FOR LOAD LIl.1IT.
THE SUBSTRl1CTORE OF THE EXISTING BRIDGE INDICATE� ON THE PLANS IS FROIA THE BEST IkFORlAATION
AVAILA6�E.SINCE THIS INFORIAATION IS SHOV4N FOR THE CONVENIENCE OF THE CONTRACTOR,THE
CONTRALTOR SHALL HAVE NO CLAIIA 17HATSOEVER AGAINST THE UEPARTMENi UF TRANSPORTATION FOR ANY
DELAYS OR A�OITIONAL COST INCl1RRED BASEO ON DIFFERENLES BETYlEEN THE EXISTINC BRIOCE
SUBSTRUCTURE SHOIYN ON THE PIANS AN� THE ACTUAL CONDITIONS AT THE PROJECT SITE.
RElAOVAL OF THE EXISTINC BRIDGE SHALL 6E PERFORlAED 50 AS ROT TO ALL017 OEBRIS TO FALL INTO
THE 4YATER.THE LONTRACTOR SHAI.L REIAOVE THE BRIDCE AND SI1BldIT PLANS FOR DEl.!OLITION IN
ACCOR�ANCE YIITH dRTICLE 402-2 OF iHE STANDAftD SPECIFICATIONS.
FOR CULVERT DIVERSION DETAILS AN� PAY ITEld,SEE EROSION CONTROL PLANS.
THE CONTRACTOR SHALL STAKE Ol1T THE LENGTH OF CULVERT FOR ENGINEER REVIEI'1 PRIOR TO OROERING CULVERT.
CONTRACTOR VYILL lAAINTAIN THE ALIGNIAENT OF THE ALU!AINIIl.1 NLVERT SECTIONS DORING BACKFILL.
FOR Sl1BlAITTAL OF YlORKING ORAPIINCS,SEE SPECIAL PROVISIONS.
FOR FALSEYIORK AND FORlAWORK,SEE SPECIAL PROVISIONS.
FOR CRANE SAFETY.SEE SPECIAL PROVISIONS.
FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS.
FOR ALU6IINUId BOX Cl1LVERT, SEE SPECIA� PROVISIONS.
FOR LIldITS OF TEMPORARY SHORING FOR IAAIMENANCE OF TRAfFIC.SEE TRAFFIC CONTROL PLANS FOR PAY ITEM
FOR TEl.1PORARY SHORINC FOR 61AINTENANCE OF TRAFFIC,SEE ROADVYAY PLANS.
FOUNDATION NOTES
E%CAVATE 12'BELOW THE 90TT0ld OF CUWERT AN� REPLACE 4YITH FOUNDATION CONDITIONING lAATERIdL.
11N0ERCUT SOFT OR LOOSE SOILS THAT lAAY BE ENCOl1NTERE� BENEATH THE BOTTOld OF THE BE�DING STONE
AND BACKFILL YIITH FOl1N�ATION CONDITIONING lAATERIAL AS DIflECTED B7 THE ENGINEER.
TOTAL STRUCTURE OUANTITIES QUANTITY UNIT
FEl.!OVAL OF EXISTING STflUCTURE (J STA.13iO4.00 -L- N/A LS
FOt1HDATION EXCAVATION (J STA.13+04.00 -L- N/A L$
F00;l�ATION C0�\DITIONIGG AIdTERIAL fil STA.13+04.00 -L- 80 TONS
AW!AINU!A BO% CULVEFT fo STA. I3+04.00 -L- ��/A LS
PROJECT No. 17BP.14<R.128
HAYWOOD COUNTY
sTaTioN: 13+04°00 -L-
s.s.c cr waix usuuv
7/7/2015 DEPARTAIENT OF TRANSPORTATION
vuc.a�
ss�L�`'�-, GENERAL DRA1'fING
FOR 21'-7" X 4'-11"
036321 � = ALUMINUM BOX CULVERT
'° AT LINER CREEK ON SR 1503
Ai`r"u�,°,."P�` BETYIEEN SR 1509 AND
9d'aeMv: PUTNAM PHILLIPS DR.
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STAGE I STACE II
PLAN VIEW
NOTE:NATIVE lAATERIA� CONSISTS OF lAATERIAL THAT IS E%CAVATED fR01.1 THE
STREAAI BEO AT THE PftOJECT SITE DURING COLVERT CONSTRIICTION.NATIVE
l.IATEftIAL IS SUBJECT TO APPROVA� BY THE ENGINEER AN� LIAY 6E SUBJECT
TO PERlAIT WkDITI0N5.
PROPOSED ELEVATIONS
EP INLET 3127.74
CENTEftLINE ROdD4YAY 3127.03
EP OUTLET 3126.40
TOP OF HEA�P�ALL INLET 3127.55
TOP OF HEA�VlALL OUTLET 3125.59
INVERT INLET 3120.63
INVERT OIITLET 3118.61
NOTEi
SILL DETAILS SHALL BE PROVIDE�
BY MANUFACTUPER.
21•_7•
1'-0' 5'-0' IS-�
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�` & COLVERT
INLET SILL
& BAFFLE DETAIL
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OUTLET SILL
& BAFFLE DETAIL
PROJECT N0. 17BP.14aRe128
HAYWOOD COUNTY
STaTioN: 13+04,00 —L—

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INLET END VIEW (STAGE I)
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OUTLET END VIEW (STAGE II)
PROJECT No. 17BP,14,R,128
HAYWOOD CouN7r
STATION: 13+04,00 -L-

ADDITIONAL INFORMATION AND COMPU7ATIONS
_ D➢ANAGE AVA = 10 SQ. A'l.—a IOUiC9 I WM IN H�T)YOIOG:< REGION 3
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p��� ]9B �ON 9B �I.l� _.f9d CfS > �eem5tl Fa 11COOT nern 15P8� �N ff5
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Ov= �]G �ON '° �J9 �.CQs�, = I]9 [i5 —> 1��+^%'� MIIC➢OTirana 192e
IIEO CFS
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Om� 5I5 (�l� - 5]5 �.% 5]5 Cf5 —> Irartlif 4=r IICWT r.fia 1Yib1 L4J CFS
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1H 5 fiO1KT fOLL0V5 SU3iFG10 tLL tIR GU.�9INES
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1H�5 FaO1KT CO.4PL6 Vl�IM lpCl.L ROODM�N NAINGWFM f£GW.110.�`5.
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RIE OFOI A1FA FOi iHE E45i11lG 6i WE IS /S>n0)JMiaY 110 Sp R.
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1HE WQ! MFA fOl iHE FiOro3f� CUL1eRi IS /SinOY14AiRT 51i S�.FT.
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NO SfRUMtES VIILL Bf AOVEFSElT NiECiEO BT NSEI'S fSON iH15 PSOIECT_
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FKKiIVE S� OF PdOfO5E0 NLVfAi IN HEC-1R = 1539'X 1.93'BOX
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MOGIrt Of 6l0(YAGEI]]3'
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SRE DATA
Dm'uwge /em 1;0 5a MJ ���e OSGS_pUM AUfS SANOYIAVSH, CNfION� FlNES CAEIX
RrverPuim fRQICH BcOA� .................__ CMrotlx
Strcom Cbvtifim�ien l5vd. mTroW. H'yh Qwn�\'la�e5 Ncl CU35_C........._..._._........_..........
I SPIN Lil 15-00' N1BER ROOR ON NfdER 1O15f5 ON
oao m ��s SNm,2 .n5'.ec4.FN.o..erx� uPS..QN..Nd.e€R.P.P.FL4_51u5.._._..._......_.__..
De6ris Palenlrcl: In'n..�.r..iladero'c.......�i'gi�:.......
Uala on S�rvMres Up a�d Oo.�n S�om VAIAEVA NONE
DOWNSiRFA�l.l30VB 1 SPAN 25'-d'.IlN fLQ O'1 FBHMS) E BTS N1 CAPYILA iOSf & SILLS
Wge SioNon No �O�E
...... . .......
lln�
cis
Pcriad dRewrds nA .._._.. .. ,
Oale bA .__. ..._ FrMUen% N'A_... ......
Hislorical Flood In(ormalion: � sew srv.�,va ovexrop cowwar sevewt rv.�s.
VSi TLNF \YAS 1HIS PASi SI1V:11FN Penod o(
�afe_..._ Elei_.._...A.6LFre9 .....)+.Sourm.11RCL`IiON FPIfIWJ.\_... Knowled9e10tyn.
P od ol
Pole..._....Eiri.........h6rFre9 .__.YT.Sourm ._.. .._.._._ Knax'ed9e_.._)n.
MannMe HVY Ebv.._�`r..n?..°...31I):0..........._......._.N. NamdWmnSUAn<e �ei. 31,221_.....F.
0.0160.0) <NON'AN /fIELD
AWV�iigin:leNO.B.__..__.. CMnnd..U05_, �;gM0.800160.0JO6minedFOm„I,NVF,SIIGAiIO:i
NO SNDY, FlS FfFFCfiVF OATE
Flood 5!udy/i:ohn 0403�3 PANR BI50 ............_.{yadnvy fsloblshedF n0.....
Flood 9udl 1001n DizrAor9a NA_.. cfs; W5 Elec: Flcrod /... k'�....fi. Fio��ay N?1.....F.
GN�'�r5lWion N/A
DESIGN DATA
Hydro!ogt�d Aklhod 4iG5_REG3ESSIOy_EQUAnONS_-_SIR ]Op9-j159-p5G{Q{{._g,.,., ,._,_...
H�dmuGc D i�gn A'dMd Hf4RfS VFRSION 1] 0 SF-130I05 IIHER CREFK SN 1503
....... ...... .........
Dnfgn Ta'FMer: p� ..._�:d...A.; Q� 3.0 R: Oy..3:3.._ft.Qv�..3:63_.h.: Q�.__3:9......h
yty'C . � O.+.e1 W.'M
Fa6i�Fe Ic41 Ro Hh'O �TI d� �7� M1 H IS Fj Yvcha
h a ePod�+m rtp.;.n� xeav..eat no,,.. .....__ �
rnninve��r� nd ......Y:@...___........tn.. Ham,oi e���a vd�y Nd ........5?:1......_.......r.v,.
Ro9uired OWklProiedion _CVSS IIWP.RAG ......... ........__._......._._..__._..._......................
INFORAIATION TO BE SHOI'M ON PIANS
WS ELTo4en �+i RnnS!oM1On ID51
De�9n 0 6�g ..._4�A c(s Frry�..ay. �5 y Ekv . 31]]0 .._..F.
Boee Flood D clwrge_ 60o cfs Fr �
__ eq mry.. 140 yr Elva 31]]30 ....F.
O:etloPPin9 6 M1o�9e_._916._.eb Fe9vzn<Y..500 aF 1*. Ebr. . 31Md .._➢.
/
CULVERT SURVEY 8 HYDRAULIC �ESIGN REPORT � I
N. C.OEPARRA£M OF TRANSPORiATION
DMSION OF HIGMYAYS
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