20160400 Ver 2_Design/Maps/Site Plans_20180430

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CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD II.
GR,9PHIC SCALES DESIGN DATA
20 70 0 20 qp ADT 2014 = 2400
ADT 2034= 2400
PLANS K = 10 %
D = 3 %
20 la o 2o ao 7— 3 /�
V = AO MPH
PROFILE (HORIZONTAL) ��75T=3% + DUAL=3
y p q g FUNC CLA55 =
LOCAL
PROFILE IVERTICALI SUBREGIONAL TIER
s�`�a�1�ll'a �ll' AV ���� `1.����.L1V �
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HA YWOOD CO U1�TY
W�T�/�N[� /aNl� SIJF�f���� W,��I �I� IM�A��S �'CaI�MI`i�
LOCATIOIY: BRIDGE 1V0.102 ON SR /173 OVER PLOTT CREEIC
TYPE OF WORK GRADIIVG, PAVIIVG, DRAl1VAGE, AND CULVERT
�. D614A-430102 1
PROfECT LENGTH
LENGTH ROADWAY PROJECT
LENGTH STRUCTURES PROJECT
TOTAL LENGTH PROJECT
PiQ�reO ln I,b CY/ke �i
� LOUISBERGER
� IOOIVYztleA��enue,5ui1e000
Ra'P'yM1, �crt� Caro'ina 2I605
iur_ sr,i�a.uo svtciFicii�o.�s `'re�nut�o.: F-0SJO
= 0.070 MILES
= 0.000 M�LES RIGHT OF II�IY DATE: DEAN D. HATFIELD. PE
JUNE 17, 2014 PRoiccr E.cac�x
= 0.070 MILES
NCDOT CONTACT: K. ZAK HAM�DI, PE
DESIGN BUILD PROJECT ENGINEER
LETTLYG DATE: I RD ODELL, PE
JUNE 17 2014 rxaiccr aes�c,�� c�rc�,�r.+
HS'D2f ULlCS ENGINFER
ROADI{'AY DL+SICN
ENG/NLEft
PERh11T D2f��"+ING
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�OENOTES TFAIPORAkY
IlAPACiS IN SURFACE WATER
�OfNOTf511APACi51N
SURFACE WAiER
PROJEC7 08/�1A-430102
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D= f 3�' 39b' D=�89' 49' 30.�" D= 2�Y lD' 592'
I L= �97.45' L= J8b4" L= 1B.36'
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INCODiPLG E PLANS
PRELIDSIN RYA PLANS
P�F.��iT DRA�VI`iG I
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CUfiVE DAiA FOR -L- CUFVE DArA FOR -01YY-
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o= 3•as•s�s•rRri o=���arRr� o= azos�r3a•r�r�
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L= 197.45' L= �8fi5 L=�8.36'
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ADDITIONAL INFORMATION AND COMPUTATIONS � ,/
o,,:�,s, n, 3a,sa_nu, . _ y uscs qu�p �ur nunwogo ___._ �� CULVERT SURVEY & HYDRAULIC DESIGN REPORT �i�� ��
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Bhl °I -@ STATION 6a16.68.44.27'RIGHT,e'SPIKE IN BASE OF A 24'PINE T(7EE.-L- STA.12i21,39,37.69'RT..E�.2760.27.
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FOR UTILITY INFOFIAATION. SEE LITILITIY PLANS. i
is-o� �s -o-
EL.2752.6x EL.2757.1 !
_'_�..---""'"_"� "'"'_"'__'
ORAWtI BY : J.lAYA
CHECKE� BY : R.�ECOLA
�ESCG'i ENGIHEER OF PECOFD � R,OECOL
NOTES
ASSl1ME0 LIVE LOAO ---------- HL-93 OR ALTERNATE LOA�ING.
OESIGN FILL - 3.5'.
FOR OTHER �ESIGN OATA A�D GENERAL NOTES, SEE SHEET SN,
7'0 WEEP HOLES INDICATED TO 6E IN ACCOfiOANCE WITH THE SPECIfICATI0N5.
CONCRETE IN Cl1LVERTS TO BE POt1RE� IN THE FOLLOWING OROER;
I.WING FOOTINCS AND FLOOR S�AB INCLUOING 4' OF ALL VERTICAL YIALLS.
�,�pp g3 /}A 2� 2.THE RElAAININC PORTIONS OF THE WALLS AN� YIINGS FULL HEIGHT FOLLOWED BY fl00F SLAB A�D HEADVY�LLS.
�
TNE RESIDENT ENGINEER SHALL LHECK iHE LENGTH OF CULVERT BEFORE STAKING IT OUT TO IAAKE CERT0.IN
THAT IT WILL PROPERLY TAI(E CAflE OF THE FILL.
„ �\ GRADE DATA
/ CRADE POINT E�EVATION fJ STA.13+16.OB -L- = 2761.20
6E� ELEVATION (J STA.73�16.�0 -L- = 2753.08
-� CULVER\ ROAOWAY SLOPES = 2:�
�� HYDRALILIC DATA
\ oEsicN oiscHaRCE = 30o c.Fs.
FREOIIENCY OF OESIGN FLOOD = 2 YEARS
OESICN HIGH YIATER ELEVATION = 2758.80
DRdINAGE AREA = 3.6 SQ.IAI.
� BASE DISCHARGE (01001 = 1400 C.F.S.
� J '• BASE HIGH 4lATER ELEVATION = 2759.45
OVERTOPPING FLOOD DATA
OVERTOPPING �ISCHARGE = 336 C.F.S.
FREOUENCY OF OVERTOPPING FLOOD - 2« YEARS
OVERTOPPING FL00� ELEVATION = 2759.50
LOCATION SKETCH
j^- � SURVEY -L-
2757.5* I EL.2753.5*- I EL.2753.��
is•-o• � is._o.
EL.2754bx � EL.2755-0' � EL.2755A*- �
rEL. 2759.9 � ` - '
E�.2754.1! / / ' ""'-...... J
1 ..-......-"' ' EL. 2755.3a J
! __"".'_"_' '
.--yr `
"'"- � I ` APPROXIMATE EXISTING
""'-'"" " "'""- � GROl1NDLINE
OATE : B/2015
pATE : B/2015
PROFILE ALONG � CULVERT
THE EXISTI�G STRUCTURE CONSIST7NG OF ONE 20'-0'SPAN CONSISTING OF CONCRETE FLOOR ON GIR�ERS AN� I-BEAMS;
24-0" CLEAR ROADWAY WITH REINFORCEO CONCRETE ABl1TA1ENT5 LOCATE� AT THE PROPOSED STRUCTURE SHALL 0E
REIAOVEO.THE EXISTING BRI�GE IS PRESENTLY NOT POSTE� FOR LOAD LIlAIT.
REMOVAL OF THE EXISTING BRI�GE SHALL BE PEfiFORME� SO AS NOT 50 AILOW �EBRIS TO FALL INTO THE WATER.THE
CONTRACTOR SHALI REI.IOVE THE BRIDGE AND SUBMIT PLANS FOR DEh10LITI0N IN ACCOR�ANCE WITH ARTILLE 402-2 OF
THE STAN�ARO SPECIFICATIONS.
�IMENSIONS FOR WING LAYOIIT AS YlEll AS A�OITIONAL REINFORCING STEEL ElABEODE� IN BARREL ARE SNOWN ON THE
YIING SHEET.
AT THE CONTRACTOR'S OPTION.HE AIAY SPLICE THE VERTICAL REINFORCSNC STEEL IN THE INTERIOR FACE OF THE
E%1ER10R YlALL ABOVE THE LOYIER WALL CONSTRl1CTI0N JOINT.THE SPLICE LE�CTH SHALL BE AS PROVI�E� ZN THE
SPLICE LE�GTH CHART SHOWN ON THE PLANS.EXTRA WEIGHT OF STEEL DUE TO THE SPLICES SHALL BE PAI� FOR BY
THE CONTRACTOR.
A 3 FOOT STRIP OF FILTER FABRIC SHALL BE ATTACHED TO THE FILL FACE OF THE WING COVERING THE ENTIflE
LENGTH OF THE EXPANSION JOINT.
TRANSVERSE CONSTRUCTION JOINTS SHAL� BE USEO IN THE 9ARREL.SPACED TO LIlAIT THE POl1R5 TO A!AA%Ihlul.l
OF 70 FEET. LOCATION OF JOINTS SHALL BE SUBJELT TO APPROVAL OF THE ENGINEER.
INASI.IUCH AS THE PAINT SYSTEAI ON THE EXISTING STRUCTURAL STEEL CO�TAINS LEAD,THE CONTRACTOR'S ATTENTION
IS OIRECTE� TO ARTICLE 107-1 OF THE STANOdF� SPECIFICATIONS.
FOR CULVERT DIVERSION �ETAILS AND PAY ITElA,SEE EftOSIOY CONTROL PIANS.
FOR EROSION COYTROL l.IEASURES.SEE EROSION CONTROL PLANS.
FOR SUBl.IITTAL OF YIORItING DRAWINGS,SEE SPECIAL PROVISIONS.
FOR FALSEIYORK AND FORlAWORK,SEE SPELIAL PROVISIONS.
FOR CRANE SAFETY,SEE SPECIAI PROVISIONS.
FOR GROUT FOR STRIICTURES,SEE SPECIAL PROVISIONS.
FOUNDATION NOTES
1. SEE SECTION 419 OF THE STAN�ARD SPECIFICATIONS FOR Cl1LVERT E%CAVATION AND BACKFILLING.
2. EXCAVATE 1 FOOT OELOY/ THE CULVERT AND iHE FOOTINGS AN� REPLACE THE E%CAVATED
l.IATERIAL IYITN FOl1N�ATION LON�ITIONING f.IATERIAL.
3. FOl1NDATION CON�ITIONINC MATERIAL SHALL 6E CLASS VI SELECT I.IATERIAL MEETINC THE
REOIIIREl.IENTS OF SECTION 1016 OF THE STAN�ARO SPECIFICATIONS.
q. BALKFILL N7ING WA�LS YIITH CLASS II OR BETTER SEIECT l.IATERIAL lAEETING THE RE�l1IREH!ENTS
OF SECTION 1016 OF THE STAN�AR� SPECIFICdTI0N5.
TOTAL STRUCTURE QUANTITIES
c�ass a coucaFTE
BAflREL (� 1•202 CY/FT 115.1 C.Y.
WING ETC. 20.7 C.Y.
TOTAL 134.8 C.Y.
REINFORCING STEEL
BARREL 22.701 LBS.
wINGS ETC. 1.087 LBS.
i�7AL 23.788 185.
CULVERT EXCAVAiION - LUTAP SlllA
F011NOATION CON�ITIONINC IAATERIdL 82 TONS
`0�
``�pQ�N 1C�AR0� �i
°�r:���if,o� v�'S
_ I s e n �'. _
n
= 036321 1 _
.� �p
'''��`ii ���``ioa3izass
1<�n�f F�D�(r'..
C,x
Tlie LOUIS 9ERGER GROUP, Inc.
PROJECT No. 17BP.14,R.128
HAYWOOD COUNTY
sraTioN: 13+16,08 -L-
OEPARTMENTEOFf�TRANSPORTATION
GENERAL DRAWING
FOR 12' X 5' REINFORCED
CONCRETE BOX CULVERT
AT PLOTT CREEK ON SR ]I73
BET4YEEN SR 1175 AND SR 1264
Oai[FEV�S'wJ�I ' t�
C-i

POA�WAY YIIOTH
����r
WING SLOPE
FOR 2:1 FILL
3-'B 52 BARS [J
_BOTTOAI OF R
�' SURVEY -L-
-�ROAOWAY FILL SLOPE 2:1 I
- A-°4 G1 BARS
3-°8 52 BARS 1'-0' � 9-°4 G] 6AR$-
- I
Q � CONST.JT. �
I GRAOE 1.54 %
F— TRANSVERSE CONST.JT.
3Aft5- SiREAI.I fACE I �SEE NOTE51
-- ELEV. 2753.08
,v'^„o
v -�
o � I O �pNST.JT.
--__ ____ — _� _ ________-�
1'-0'
r-eyz •
7"0 YIEEP HOLES lil 10'- 0" a CTS.
CULVERT SECTION NORMAL TO ROADWAY
Sl1RVEY -L-
\ �'TSo
P
�AB -
�
mSTA.13*16.08 -L-
\
2-°4 GI BARS — — --- ---------------\
— __'_
ROADIYAY fiLL SLOPE 2:1
WINC SLOPE
FOR 2:1 FILL
3-•9 S2 6ARS�
I
I
3-'8 52 BARS�
O �
_____�
----L-�
I
I
45'-6"
�
6"
C:
EREBY CERTSFY THESE PLANS
ARE THE AS-9l1ILT PLANS
F LULVERT
3-�e S2 BARS cJ 5"CTS.
TOP OF FLOOR SLAB
_ ... _ ....._ _ ' ' ' __. . __. _ ..-' --'- •6 BI BARS fJ 6" CTS.- STREAlA FACE �
°6 A1 6AR5 (J 6" CTS. CORNER BARS-lSEE BARREL SECTIOM
�I °6 A2 BARS [J 6" CTS.- CORNER BARS-ISEE eARftEL SECTIOM_I
PART PLAN - ROOF SLAB PART PLAN - FLOOR SLAB
19'-1'/
6'BEVE�
UPSTFEAM END
ONLY
16'-4�%is..
END ELEVATION NORMAL TO SKEW
----`CONST. JT.
_ `____
J
SLdB
�
o�e �,
� 90'
45° 45'
I ]0'-0' I
SKEW TRIANGLE
�-FLOOR SLAB
IYING FOOTING
DETAIL
CONNECTION OF WING FOOTING
AND FLOOR SLAB WHEN SLAB
IS THICKER THAN FOOTING PROJECT N0. 17BP,14.R.128
HAYWOOD COUNTY
sTnrION: 13+16.08 -L-
SNEET 3 OF 6

2 LAYERS OF 30 L
ROOFING FELT TO
PREVENT BON� RY
�A �SILL
---°6 DI
"►Q
�� �
�°6 DI (J 9•_0•
IAA%. CTS.
L
2 LAYERS OF 30 L6.
ROOFING FELT TO
PREVENi BOND ITYP.1
ELEVATION INLET END SECTION A—A
INLET END SHOIYN.OUTLET END SIAIILAR � DOWELS I.IAY 6E Pl15HE0 INTO GREEN CONCRElE
VERTICAL LEG
� �
6"R.
.�i
3'-2' �
IAR DIIAENSIONS ARE OUT TO Ol1T
SPLICE LENGTH CHART
BAR SIZE SPLICE LENGTH
CI 9 1'-11'
PLAN OF SILL LAYOUT
FILL ONE FOOT OEEP WITH NATIVE MATERIAL NATIVE A�ATERIAL CONSISTS OF AIATERIAL THAT
IS EXCAVATEO FROlA THE STREAlA BED AT THE PflOJECT SITE �URING LULVCRT CONSTRl1CTI0N. NATIVE
ldATERIAL IS SIJBJECT TO APPROVAL BY THE ENGINEER AN� h1AY BE Sl1BJELT TO PERO.IIT CONOITIONS.
AI BAR$ p'I
(
�
BI BARS �rYP'� �
z-
��.
z�
QIIN C`�
L '�l�
12._0.
5 (d1
6��q" HIGH C.H.C.U. ITYP.1
A100 8AR5
A200 BARS
3' H
WEEP HOLES
A2 BARS �—" '^
RIGHT ANGLE SECTION OF BARREL
THERE ARE 40 "C" BARS IN SECTION 0� BARREI
�RdNN BY � �� A�YA OAiE ��-�015
CHECKED BY : R.OECOLA ppiE : T-1015
�«.r�� c.�r..�cco nc or�non . R.OECOLA n..c . 10-2015
PLftlAITTEO
CONST.JT.
`0;
ftEINFORCING STEEL 22.701 LBS
LLASS A CONCRETE 119.1 CY
PROJECT N0. 17BP,14.R.128
HAYWOOD COUNTY
STATION: 13+16,08 —L—
SHEET 4 OF 6
DEPARTMENTEOFL[TRANSPORTATION
SINGLE 12 FT. X 5 FT.
CONCRETE BOX CULVERT
135° SKEW
o„ERE��s�"���� skEE,
t-a