20211104 Ver 1_Permit Plans_20210813

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CO See Sheet 9 A For Index of Sheets }�7 q STATE STATE PROJECT REFERENCE NQ SHEET TOTAL
m O ����� OF NORTH �d� ROLI��
In 5 141.
N.C. 17BP.14.R.150
46„ DIVISION OF HIGHWAYS
1543 �140� STATE PROl.NO. P.A.PROl.N0. DESCRIPTION
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05 JACKSON COUNTY
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LOCATION: REPLACE BRIDGE NO. 144 OVER NATIONS CREEK
l\ ) 't413 ID- \
'� ✓ � ilmont ON SR 1397 (THOMAS VALLEY RD.)
L � .A j 401 �',o,w� TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND CULVERT
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m I -L- $ta.12+42.60 ��
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v UNLESS ALL SIGNATURES COMPLETED
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o V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared In the Offlce of: ,o�N caRo�
DIVISION OF HIGHWAYS ;2,,,ss,d;ti,';
0 20 l0 0 20 40 ADT (2000)= 440 _ = SEAL
�'i"� 1000 Birch Ridge Dr.,Raleigh NC,27610 _ :a _ _ ®WF
M ADT (2030)= 800 LENGTH OF ROADWAY PROJECT 17BP.14.R.150 = 0.056 Miles _ ozseesQ` f
�°4M PLANS LENGTH OF STRUCTURE PROJECT 17BP.14.R.150 = 0.006 Miles 2018 STANDARD SPECIFICATIONS %,�4k)GSNP``F` fie.,
TOTAL LENGTH OF PROJECT 17BP.14.R.150 = 0.062 Miles JOHN LANSFORD, PE SIGNATURE:
20 10 0 20 40 T = 6% RIGHT OF WAY DATE: PROJECT ENGINEER M
° V = 25 MPH ROADWAY DESIGN `,.o�N„�,RO<',,,, �d
o; �j KEITH BRIDGERS ENGINEER ;�;o6ssi by : ,� �@
ap PROFILE (HORIZONTAL) PROJECT DESIGN ENGINEER = =a SEA r,, �P®F SPp&���®�
o as O 4 2 0 4 8 FUNC CLASS = LOCAL LETTING DATE: a F �Qo�
N p,� NCDOT CONTACT: =p'.,'fO W',•54
L V JOSH DEYTON,PE y4,',,c°,,a"
1O}0 PROFILE (VERTICAL) SUBREGIONAL TIER DIVISION 14 BRIDGE PROJECT MANAGER
Pam' """""'"
SIGNATURE: /\ J�

PROJECT REFERENCE NO. SHEET NO.
17BPJ4.R.150 IA
ROADWAY DESIGN
ENGINEER
,y9
_n SEAL 2
15435 gyp
yN„ , ,pN
DOCUMENT NOT CONSIDERED FINAL
INDEX OF SHEETS UNLESS ALL SIGNATURES COMPLETED
SHEET NUMBER SHEET GENERAL NOTES: 2018 SPECIFICATIONS 2018 ROADWAY ENGLISH STANDARD DRAWINGS
1 TITLE SHEET
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWING" HIGHWAY DESIGN BRANCH -
1A INDEX OF SHEETS. GENERAL NOTES. AND N. C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N. C., DATED JANUARY 17, 2018 ARE APPLICABLE TO THIS
LIST OF STANDARD DRAWINGS GRADE LINE: PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
GRADING AND SURFACING OR RESURFACING AND WIDENING:
1B CONVENTIONAL SYMBOLS STD. NO. TITLE
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED DIVISION 2 - EARTHWORK
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES 200.02 METHOD OF CLEARING - METHOD II
1C-1 SURVEY CONTROL SHEET
ARE SHOWN. THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT 225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL
2A 1 PAVEMENT SCHEDULE AND TYPICAL SECTIONS ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE 225.04 METHOD OF OBTAINING SUPERELEVATION - TWO LANE PAVEMENT
PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A DIVISION 3 - PIPE CULVERTS
PROPER TIE—IN. 300.01 METHOD OF PIPE INSTALLATION
2B-1 THRU 2B-3 GUARDRAIL PLACEMENT 310.10 DRIVEWAY PIPE CONSTRUCTION
CLEARING:
2B-4 THRU 2B-5 GUARDRAIL INSTALLATION DIVSION 8 NCIDENTALS
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY 840.18 CONCRETE GRATED DROP INLET TYPE 'B'-12" THRU 72' PIPE
840.27 BRICK GRATED DROP INLET TYPE 'B'-12" THRU 72" PIPE
2D-1 DRAINAGE DETAILS METHOD II. 840.29 FRAMES AND NARROW SLOT FLAT GRATES
3B-1 SUMMARY OF EARTHWORK. PAVEMENT REMOVAL SUPERELEVATION: 876.01 RIP RAP IN CHANNELS
SUMMARY AND GUARDRAIL SUMMARY 876.02 GUIDE FOR RIP RAP AT PIPE OUTLETS
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD.
3D-1 DRAINAGE SUMMARY NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
4 PLAN SHEET SECTIONS.
5 PROFILE SHEET SIDE ROADS:
TMP-1 THRU TMP-3 TRAFFIC MANAGEMENT PLANS THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT
PMP-1 THRU PMP-2 PAVEMENT MARKING PLANS THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED.
GUARDRAIL:
EC-1 THRU EC-6 EROSION CONTROL PLANS
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING
UO-1 THRU UO-2 UTILITY PLANS BY OTHERS CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
X-0 CROSS—SECTION VOLUME SHEET
X-1 THRU X-4 CROSS—SECTIONS UTILITIES:
C 1 THRU C 11 CULVERT PLANS UTILITY OWNERS ON THIS PROJECT ARE: DUKE ENERGY AND FRONTIER COMMUNICATION
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.
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W PROJECT REFERENCE NO. SHEET NO.
N STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS nePEFERENENO e
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY: Note:Not to Scale *S.U.E = Subsurface Utility Engineering WATER:
RAILROADS.•
State Line ---- ----- Water Manhole OO
Standard Gauge RasPoararJOWI Hedge ^' - `" "v r
County Line Water Meter o
RR Signal Milepost MILEPOST ST 35 Woods Line -`" `"'`"'`"'`"
Township Line Water Valve 0
Switch ISWITCH
Orchard O O O 4
City Line Water Hydrant
RR Abandoned — — — — Vineyard vIneyere
Reservation Line U/G Water Line LOS B (S.U.E*) w
Property Line RR Dismantled EXISTING STRUCTURES:
P Y U/G Water Line LOS C (S.U.E*)
Existing Iron Pin 0
EIP MAJOR: U/G Water Line LOS D (S.U.E*)
Computed Property Corner RIGHT OF WAY & PROJECT CONTROL: Bridge,Tunnel or Box Culvert I CONS I e,er
P P Y Above Ground Water Line
❑ Secondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall— ) CCNC WW
Property Monument ECM
Parcel/Sequence Number IS Primary Horiz Control Point 0 MINOR:
Primary Horiz and Vert Control Point , Head and End Wall / CONC HW \
Existing Fence Line TV Pedestal
0
Proposed Woven Wire Fence
o Exist Permanent Easment Pin and Cap 0 Pipe Culvert TV Tower
U/G TV Cable Hand Hole
New Permanent Easement Pin and CapO Footbridge >—
Proposed Chain Link FenceU/G TV Cable LOS B (S.U.E.*) TV
Proposed Barbed Wire Fence O Vertical Benchmark I Drainage Box: Catch Basin, DI or JB ❑CB
p U/G TV Cable LOS C (S.U.E.*) ——Tv—
Existing
Wetland Boundary a— Existing Right of Way Marker 0 Paved Ditch Gutter
U/G TV Cable LOS D (S.U.E.*)
Proposed Wetland Boundary N Existing Right of Way Line — Storm Sewer Manhole —Right of W _.
New a U/G Fiber Optic Cable LOS B (S.U.E.*) o_
Existing Endangered Animal Boundary a Y Line O Storm Sewer
U/G Fiber Optic Cable LOS C (S.U.E.*)
Existing Endangered Plant Boundary EPa New Right of Way Line with Pin and Cap Ry A UTILITIES: U/G Fiber Optic Cable LOS D (S.U.E.*) V P°
Existing Historic Property Boundary "Pa New Right of Way Line with POWER:
Concrete or Granite R'W Marker ® O GAS:
Known Contamination Area: Soil �; 5 Existing Power Pole • Gas Valve 0
New Control of Access Line with
Potential Contamination Area: Soil s Concrete C/A Marker ® ® Proposed Power Pole b
0.
Known Contamination Area: Water - : W vz Gas Meter
Existing Control of Access A) Existing Joint Use Pole
Potential Contamination Area: Water - w U/G Gas Line LOS B (S.U.E.*)
New Control of Access Proposed Joint Use Pole — ——
Contaminated Site: Known or Potential 7 ® U/G Gas Line LOS C (S.U.E.*)
Power Manhole
Existing Easement Line E U/G Gas Line LOS D (S.U.E.*)
BUILDINGS AND OTHER CULTURE. New Temporary Construction Easement E Power Line Tower Above Ground Gas Line A/G G°5
Gas Pump Vent or U/G Tank Cap O Power Transformer H
New Temporary Drainage Easement roe
Sign O SANITARY SEWER:
U/G Power Cable Hand Hole
New Permanent Drainage Easement PDE
Well ° H—Frame Pole •—• Sanitary Sewer Manhole OO
New Permanent Drainage /Utility Easement DUE Sanitary Sewer Cleanout
Small Mine O U/G Power Line LOS B (S.U.E.*)
New Permanent Utility Easement PUE
Foundation U/G Power Line LOS C (S.U.E.*) ——P—— U/G Sanitary Sewer Line ss
New Temporary Utility Easement TUE Aic&ortory sewer
Area Outline I I U/G Power Line LOS D (S.U.E.*) P Above Ground Sanitary Sewer
New Aerial Utility Easement AUE SS Forced Main Line LOS B (S.U.E.*)
Cemetery TELEPHONE: FSS
Building P ' ROADS AND RELATED FEATURES: SS Forced Main Line LOS C (S.U.E.*)
Existing Telephone Pole + SS Forced Main Line LOS D (S.U.E.*)
School E±A Existing Edge of Pavement
Church ___ Proposed Telephone Pole — �
ii Existing Curb MISCELLANEOUS:
Telephone Manhole OT
Dam Proposed Slope Stakes Cut C Telephone Pedestal ❑T Utility Pole — •
HYDROLOGY.' Proposed Slope Stakes Fill F Utility Pole with Base
Stream or Body of Water Telephone Cell Tower
Proposed Curb Ramp ED Utility Located Object o
Hydro, Pool or Reservoir 1— 7 U/G Telephone Cable Hand Hole "H
Existing Metal Guardrail T T TUtility Traffic Signal Box 0
Jurisdictional Stream U/G Telephone Cable LOS B (S.U.E.*) i
is Proposed Guardrail Utility Unknown U/G Line LOS B (S.U.E.*) — PUP_
Buffer Zone 1 BZ 1 U/G Telephone Cable LOS C (S.U.E.*)— ——T—
Existing Cable Guiderail n n nU/G Tank;Water, Gas,Oil
Buffer Zone 2 BZ 2 U/G Telephone Cable LOS D (S.U.E.*)
Proposed Cable Guiderail
Flow Arrow < U/G Telephone Conduit LOS B (S.U.E.*) T Underground Storage Tank,Approx. Loc. ps )
Equality Symbol A/G Tank;Water, Gas, Oil
Disappearing Stream U/G Telephone Conduit LOS C (S.U.E.*) ——Te——Spring �__,� Pavement Removal ��
p g U/G Telephone Conduit LOS D (S.U.E.*) Geoenvironmental Boring
VEGETATION:N U/G Test Hole LOS A (S.U.E.*) m
U/G Fiber Optics Cable LOS B (S.U.E.*)
o_
Single Tree O Abandoned According to Utility Records AATUR
Proposed Lateral,Tail, Head Ditch >> > > U/G Fiber Optics Cable LOS C (S.U.E.*) — —
Single Shrub 00 _ End of Information E.O.I.
Sump <> U/G Fiber Optics Cable LOS D (S.U.E.*)False

c' PROJECT REFERENCE NO. SHEET NO.
m
17BP.14.R.150 4
ij PM SHEET NO.
-L_ -Y- ROADWAY DESIGN HYDRAULICS
PI Sta 10+78.95 PI Sta 11+78.6/ PI Sta 12+79.88 PI Sta 10+73.69 ENGINEER ENGINEER
A = 14°07'00.0"(LTI A = 25°58'40.4"(LTI A = 7°39'40.4"(RT) A = 34°48'00.0"(LT) °P�" CAR°";,,, ,'sc,1 CARO",,,,
D = 22°00'00.0" D = 25°00'00.0" D = 7°38'22.0" D = 35°00'00.0" 434c-ss,oti?9--- ;.+°,c-ss,oy?9-,
\--- L = 64.17' L = 103.9/' L = 100.29' L = 99.43' SS A5 _ O3L T = 32.25' T = 52.86' T = 50.22' T = 5/.30'
R = 260.44' R = 229.18' R = 750.00' R = 163.70' S FNcI$'<� �4FTO;NEFP�<,,;t RUNOFF = SEE PLANS RUNOFF = SEE PLANS 0 EIP
',,y,,,„ pN k PP.
S.E.= 0.04 S.E.= 0.04 \N A I E
�, D.S.= 25 MPH D.S.= 25 MPH DOCUMENT NOT CONSIDERED FINAL
cia: UNLESS ALL SIGNATURES COMPLETED
SEE SHEET 5 FOR -L- PROFILE
SEE SHEET C-I THRU C-II
FOR CULVERT PLANS
SEE SHEET 2D-I FOR
DRAINAGE DETAILS
O \0_,
�� p� ® C. L. BRADLEY a1°5�5j
rn oo, DB 342 PG 39 �9
JEFFERY NATIONS �` �� c o BUCHANAN HOLDINGS, LLC
\ BM#2 ELEV. n
DB 1196 PG 510 \ DB 2083 PG 611
+25.00 -L- + -f- -BL- STA. 8+02.44 22.54' LT. /
PC Sta. 11+25.75 70.00 Lt. \. - NAIL SET IN ROOT OF 12" SYCAMORE C33 -\�
+ G � \
\� \ PT Sta. 11+10.87 \ \ \\� - End Culvert o /
R€TAIN \ +95.00 -L �s + -L- Eta.12+72.68 PC Sta. 10+22.39 -Y-
PC Sta. 10+46.70 Exist.R/w, - \ P Std; +29.66
\\3� 65.00'Lt. �\ �\ PT Sta. 13+29.94 POT Sto. 10+0 .00 -Y115 I
� \SS � BEGIN CONSTR�k`�,, 0o' i
v\ sp \oo ���< 47.40''�,- - SPECIAL CUT DITCH ,I _
\IOO 1 JASON DUNFORD
\a s • -rop es. SEE DETAIL A +15.00 -Y 1 DB I094 PG 124
\\ 9� \� �F �� A + +.l.00 -L- +00.00 -Y- RAVEL x'/ 1S ' O
;, Exist.R/w M, END PROJECT
i,, \\ \ TQAILifiv,,, •UTLET TYPICAL = i �` F ist.R/w Exist.R/w
'caMp \ T,,, s>- \ R, SEE DETAIL E a r_ +70.00 -L- c,Pr / QN A ��. : , ,, rn POT Sta. 14+28.76 -L-Exist.R/W\ qs \ I�tt, l POC Sta. 10+8/.76 -Y-
GR/t•'l► EXISTING + ' 9ri ,
� �� �� EIP ` S �� o � X \ O /� �•. �� S GREU TL 2 + % -P o\\ \\ \ ��. -zEurL ��t b� _ 9 :,_4 _�F� REMOVE\\ N ��L 2 -L- NAIL +lS.00 Y PT Sta. 11+2/.82 Y
POT Sta. 10+00.00 \\ \� _\ 16e ��mi � ••�"'� ;?am,., _ 64°2/'•0.0"E ��
\\ + ex \ 02"000 „0„,
. • legill� ! � B3 B�\I 04s y�', �' 040 ExiSt.R/w
c \ .k w ,�-- ____- ---' CMP w` r1111111- ,,�c.'rarraY�� ,T I CMP 2GI �� /382'°8°.00-YL-t.
N x Z\k42„ AA"- .I Z
` s - ,, - - -- --► v` �� -_ GP
S'15MPR• • TDE
0 + �° g` L 2 ��`l � A. POT Sta. 11+49.25 -Y-
\ ���- �' J �•� A% _ �5 RCP-V SIGNS -�
\ .� ;�t lywev,�,. ROCK , �c 0 END CONSTR.
so s + ROCK WALL SA\� � I wn
sTwG= i_ � W C \ ��401 \
P p �+ DISH o1' ' -----E
�f��� ., 0 3 E (014
N \ �\ o u W�` I °1' , ERRY Ri K_,I v �� 00 +45.00 Y
BEGIN PROJECT \ \\� / S A STEPS oll .'I SOIL E \ �F � , . n ASPH SIGN \I Gs G •d Exist.R/W,
0 \ O Op ➢, \ +68.35 \L- ° `^Q��c=9' - \ FRONTIER S EPS �1 �� 0 17.00'Lt.
-L- STA.11+00.00 \ \ \ EIP + ° r` Prop \L- " A
+ OMMUNICATIONS \ STEPS 2 \\ , -0� S
o \ \ \ \ � +2500 L �E 6 / OA s \ s� +l'00 L +�0.00 L TANK
\ ° Exist.f/lh� N 07°I2'57" W N s" 47.00'\✓ 7.00'Rt. /� cy P E °st.R/ T�o� i�92
SPECIAL CUT DITCH c 40.0o�;Rt. 32.30' \ \�� �Exl ,Rp G cP '9s
SEE DETAIL A x� \� oz',, �� Z `', `- �� +00.00 -L- �oti� �9� �s�
JEFFERY NATIONS R OVE °\� ` +50r. s o0°33'14° E
o c 422MRT
Rt. Fr
m , ' \� Exist.R/W 24.64' �J s CL. B P RA"
DB 2101 PG 520 a' INLET TYPICAL \
SPECIAL CUT BASE DIT H FRONTIER SEE DETAIL D °�\ ��� �o EST.B2
ON
co
EST. 7 SY GF DITCH CLEAN OUT 25 LF
SEE DETAIL COMMUNICATIONS EIP G SEE DETAIL C
2 # 2 S 07°38'07' E N 16°48'20" W
p° Be .Cult' 24.00' oo' SPECIAL CUT DITCH
0° 31.01' SEE DETAIL A
sa poi 0 Sao°3\�, +o\oo'Rt. y�ILMOT INDEPENDENT MISSIONARY
DIANA NATIONS o BAPTIST CHURCH, INC.
. \ DB 559 PG 753 - ➢ 0� DB 2082 PG 447
A 4
ID>c.
° ',° ALISHA D. JONES
a
oac p�6o\ DB 2095 PG 813
NO- C- '�
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O` I I I I PROJECT REFERENCE NO. SHEET NO.
N 178P.14.RJ50. 5
u� CULVERT HYDRAULIC DATA = ROADWAY DESIGN HYDRAULICS
Bid'
ENGINEER ENGINEER
Os\fiW '2 NAIL LLJ! l,�( = ���•optH 1cA,q�'�,. o`'Q,�N CAg0<'',
l7)OT 0, r2"5'CAMOV
DESIGN DISCHARGE 700 CFS ;+9„4..,oti'y'; 4o,„..6' s,o1.yq';
- 5 A/2 /_5P /P8?'PT DESIGN FREQUENCY = 25 YRS — SEAL _ SEAL�@ `_
E�.1866.5/' DESIGN HW ELEVATION = 1866.7 FT i 5435 _ 023993 c
BASE DISCHARGE = 800 CFS— °y tio,NEE-a<,°. ;,'"';:4.
4FtiG,NE�'Q(�,;
BASE FREQUENCY = 100 `pN° x s PR.
2 @ ItE X 5' CC _ BASE HW ELEVATION = 1867.6 FT —
( T1-r D E D I _ DOCUMENT NOT CONSIDERED FINAL
k 6°!#✓• LED hYI- - - - - - - - - - - OVERTOPPING DISCHARGE = 7O0x CFS UNLESS ALL SIGNATURES COMPLETED
N'C BAFF__ AT 285 ;T
s'AC/NG ON E.t�rER F..OW OVERTOPPING FREQUENCY= 25 +\- YRS
CUT LE; Ell AI RIGHT
BA/�RcL iNG DOWNSTR RIGGH E'AV .4,ATEP SC'RIrP�ACE CN OVERTOPPING ELEVATION = 1866.4 FT
A OF/ 1UPliC
� V. l8 l.4
BEGIN GRACE —PROP./00 YR. / %I-9-/5) tND GRAM SEE SHEET 4 FOR -L- DtSIC/I
sTA./4 28.7
S.=' (8 VA ELEV.= 1867E / 6
ELc/.a 6 �` \ I, /J ELEV.= 1.869.7' SCE . .UCCT Cr TIISU Cl'
1 872 Il ELEV.= Pl= ls+Eo.� ,-CH CJL'5'�r U,1 SIGN 1 872
\ n!= U/GOfiO ----PROP:25 1°.. Pr 2 60.09 I l9 rL = 2' ,
_ 56E.t_
- \\ c EL = '/35E,33' E'EV.= '8 ..4 E 1867,E° / 7C - GO - -
VC !O5' VC _ 75`' / R - l0 a---
I\ K = 27 K = 24 Ds = 25mph u
1,868 -- i = -rill . _ 2 n,,nuguni 1,868
WEINI
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a �u860O% I i • (k CURS AT r r /(a 0 rL !/
1,864 O-.Ia-
_O ,� od/o �TELEC 66.� 1,864
(�2-e105W; I I 3 60_ EXIST INC OVEPr pBPI�G
O . - I l-_I0 80 V 1 a-` OCCOR..i AT Br '(+.p L- +/-
F Oz4)1A67p ` ` �l-'6.2009c� At TH OAD A' EP
ErrV.= ,8661
1,860 8 8 8 -- .' 1 - _ -5- 1,860
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1 856 - J JLL s
5g am _A a � C = 1,856
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_J,852 w� k .... .. . h 1.852
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BM2:NAIL IN 12"SYCAMORE TREE, -L- 12+71.58 19'LT, N 629340 E 714938, ELEV.1866.51
o FOUNDATION NOTE: GENERAL NOTES:
00
oN BO R w O 5� ;5 II ll
;,,,,„/ STEPS EXCAVATE 1 FOOT BELOW THE CULVERT AND FOOTING AND REPLACE WITH ASSUMED LIVE LOAD HL-93 OR ALTERNATE LOADING.
�-
/ \TO: p\N C SR�Q�PR011 / OF THHETION STANDARDITIONING SPECIFICATIONS MATERIAL IN ACCORDANCE WITH ARTICLE 414-4 DESIGN FILL 3.38'MAX,1.77'MIN
I� 0
06 _ J 1 ( ROCK o ) IF PRESENT,OVEREXCAVATE LOOSE/SOFT MATERIALS TO SUITABLE BEARING FOR OTHER DESIGN DATA AND NOTES,SEE STANDARD NOTE SHEET SN.
a 70 US 74/441 I , WALL MATERIALS AND REPLACE WITH ADDITIONAL CLASS VI FOUNDATION
�� 11 _ _ CONDITIONING MATERIAL.
g'BST II OIL CONCRETE IN CULVERTS TO BE POURED IN THE FOLLOWING ORDER:
SR 1534 STEPS TANK 1.WING FOOTINGS AND FLOOR SLAB INCLUDING 4" OF ALL VERTICAL WALLS.
WILMONT CEMETERY RD• II
a11 \ GRADE DATA: 2.THE REMAINING PORTIONS OF THE WALLS AND WINGS FULL HEIGHT FOLLOWED BY ROOF SLAB AND
11 HEADWALLS.
-"II GRADE POINT ELEV.C� STATION 12+57.50 -L- = 1867.39
ASPH THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF CULVERT BEFORE STAKING IT OUTTO MAKE
l PALOTNG �, BED ELEV.A STATION 12+57.50 -L- = 1859.52 CERTAIN THAT IT WILL PROPERLY TAKE CARE OF THE FILL.
ROADWAY SLOPES 2:1 STEEL IN THE BOTTOM SLAB MAY BE SPLICED AT THE PERMITTED CONSTRUCTION JOINT AT THE
GR N ? CONTRACTOR'S OPTION.EXTRA WEIGHT OF STEEL DUE TO THE SPLICES SHALL BE PAID FOR BY THE
92 I GR CONTRACTOR.
I� \-E-- .- AT THE CONTRACTOR'S OPTION,HE MAY SPLICE THE VERTICAL REINFORCING STEEL IN THE INTERIOR
\S B\- gO5 0! RIPRAAP/ JOINT. THEFACE OF TSPLIIOCER yLENGTHNDHALL BEAASSPROVIDEDRIN THE OF OR LSPLICCEE LENGLS ABOVE OTH WER CHART SHOWN WALL RON THETON
PLANS.
N\ SNEB TOTAL STRUCTURE QUANTITIES EXTRA WEIGHT OF STEEL DUE TO THE SPLICES SHALL BE PAID FOR BY THE CONTRACTOR.
P\G G
FOR MAINTENANCE OF TRAFFIC,SEE TRAFFIC CONTROL PLANS.
GRAVEL REMOVAL OF EXISTING STRUCTURE LUMP SUM
JUNK YARD 1 FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.
/ ASBESTOS ASSESSMENT LUMP SUM
4 "�I I 5S�,G' 'K CULVERT EXCAVATION LUMP SUM FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.
S.. 3 p��P �E
�� I I
t •� CHERRY do P PT ON5 CLASS A CONCRETE FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.
S�j BARREL Cil 2.453 CY/FT 134.9 C.Y. FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS.
,Ot/k
��II�+�'�' 1 L/ SILLS 4.1 C.Y.
A 3 FOOT STRIP OF FABRIC SHALL BE ATTACHED TO THE FILL FACE OF THE WING COVERING THE ENTIRE
N� e.":4�, >, WING ETC. 21.8 C.Y. LENGTH OF THE EXPANSION JOINT.
I i ��� TOTAL 160.8 C.Y. FOR CULVERT DIVERSION DETAILS AND PAY ITEMS,SEE EROSION CONTROL PLANS.
i�� DOUBLE 11'X 5' REINFORCING STEEL THE EXISTING BRIDGE INDIACTED ON THE PLANS IS FROM THE BEST INFORMATION AVAILABLE. SINCE
'� .� CONCRETE BOX BARREL & SILLS 18087 LBS. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR,THE CONTRACTOR SHALL HAVE
���i� CULVERT NO CLAIM WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR ADDITIONAL
8 / y,.�p M WINGS ETC. 922 LBS. COSTS INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING BRIDGE SHOWN ON THE PLANS AND THE
`, �; BM ,0�� ACTUAL CONDITIONS AT THE PROJECT SITE.
( t11� TOTAL 19009 LBS.
���r�✓ REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO ALLOW DEBRIS TO FALL INTO
\ EXISTING BRIDGE___ ���� FOUNDATION CONDITIONING MATERAL 109 TONS THE WATER. THE CONTRACTOR SHALL REMOVE THE BRIDGE AND SUBMIT PLANS FOR DEMOLITION IN
�y�' j'�r ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.
47'00'00"
��'►i / (TAN.TO CURVE) FOR ASBESTOS ASSESSMENT FOR BRIDGE DEMOLITION AND RENOVATION ACTIVITIES,SEE SPECIAL
�� '• s I HYDRAULIC DATA PROVISIONS.
���" I ° GARDEN PLOT I LAWN DESIGN DISCHARGE = 700 CFS
���►'/ THE EXISTING STRUCTURE CONSISTING OF 1 20' 6",STEEL I-BEAMS ON TIMBER FLOOR WITH A CLEAR
S ��' f� I DESIGN FREQUENCY = 25 YRS ROADWAY WIDTH OF 18'-5"ON TIMBER CAPS WITH TIMBER POSTS AND SILLS AND LOCATED AT THE
e�- / o I PROPOSED SREUCTURE SHALL BE REMOVED.THE EXISTING BRIDGE IS PRESENTLY POSTED FOR LOAD LIMIT.
�� �S STA 12+57.50 L- DESIGN HW ELEVATION = 1866.7 FT
/ GR� Y
~ '/ IBASE DISCHARGE = 800 CFS DIMENSIONS FOR WING LAYOUT AS WELL AS ADDITIONAL REINFORCING STEEL EMBEDDED IN BARREL ARE
4. I SHOWN ON WING SHEET.
`'„„ 1' BASE FREQUENCY = 100 YRS 3"0 WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH THE SPECIFICATIONS.
/NS �1P/ �, ' ( II ' BASE HW ELEVATION 1867.6 FT
/NS ^ J OVERTOPPING FLOOD DATA AT THE CONTRACTOR'S OPTION HE MAY SUBMIT,TO THE ENGINEER FOR APPROVAL,DESIGN AND DETAIL
\ M gII — DRAWINGS FOR A PRECAST REINFORCED CONCRETE BOX CULVERT IN LIEU OF THE CAST-IN-PLACE SHOWN
cc oil OVERTOPPING DISCHARGE = 700 CFS IN THE PLANS. THE DESIGN SHALL PROVIDE THE SAME SIZE AND NUMBER OF BARRELS AS USED ON THE
CLASS I RIP RAP o `n Q ro0 o - L CAST-IN-PLACE DESIGN.FOR OPTIONAL PRECAST REINFORCED CONCRETE BOX CULVERT,SEE SPECIAL
w/GEOTEXTILE (TYPJ p -'' GNG Wp OVERTOPPING FREQUENCY = 25± YRS PROVISIONS.
(ROADWAY DETAIL & �I G OVERTOPPING ELEVATION = 1866.4 FT
PAY ITEM) x -L- II ROCK WALL IN AS MUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL CONTAINS LEAD,THE
DRAINAGE AREA = 2.1 SQ.MI. CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLE 107-1 OF THE STANDARD SPECIFICATIONS. ANY
S', 0 COST RESULTING FROM COMPLIANCE WITH APPLICABLE STATE OR FEDERAL REGULATIONS PERTAINING
FOR UTILITY INFORMATION, SEE UTILITY PLANS AND SPECIAL PROVISIONS. TO HANDLING OF MATERIALS CONTAINING LEAD BASED PAINT SHALL BE INCLUDED IN THE BID PRICE
FOR 'REMOVAL OF EXISTING STRUCTURE AT STA 12+57.50 -L-".
LOCATION SKETCH
c -L �H" AR ' PROJECT NO. 17BP.14.R.150
`�°LESS °ti?9 JACKSON COUNTY
T SEAL T=
( 12' 9" 13' 5" _ = 20777 =
7'-3" y9K„"°,NEss',"': 7 STATION: 12+5 .50 —L-
31'-2" 26'-0" 23' 9" 39' 1" 34' S" 20' 4" r;-10" 21' 4" 18' 1" 39' 2" Aoy" ,
SHEET 1 OF 9 REPLACES BRIDGE .490144
DOCUMENT NOT CONSIDERED
I HEREBY CERTIFY FINAL UNLESS ALL STATE OF NORTH CAROLINA
THAT THESE PLANS SIGNATURES COMPLETED DEPARTMENT OF TRANSPORTATION
ARE THE
T AS-BUILT PLANS. RALEIGH
130.,NC
BARREL STANDARD
1858.0±� T T 1± +- 1863.01- 683559933 DOUBLE 11 FT X 5 FT CULVERT
1861.0- 862.0± 1862.0-
+ 1859.0±- 1860.0± - 1861.0-
1858.0- 1862.0± 1863.0± ❑ azaaw.e4o�
1859.0±- 1862.0±- 1863.0±- Along NATIONS BRANCH on
Vaughn ❑ K6O%V111e'80 SR 1397 (THOMAS VALLEY ROAD)
PROFILE ALONG CULVERT Sparta burg.
Consulting Engineers 0 864
Spartanburg.SC Between SR 1399 & SR 1534
864ST49]]5
Asheville, 0 CNanaeSOn,sc■ North
ASSEMBLED BY : FRJ DATE :JUNE 2017 B 8 53 2796 Carolina 0
MIHOee oro. Y
REVISIONS SHEET NO.
4 7 SKEW 1990
0 CHECKED BY : HLW DATE :JUNE 2017 SPECIAL 0 ROeign.NO 0 manor±..Nc 60624&6WO
o, DESIGN ENGINEER OF RECORD :AGO DATE :JUNE 2017 919-977-9455 704 357 0488 0 A±Ian±a.HA NO. BY: DATE: NO. BY: DATE: C-1
770 627 3509 TOTAL
> DRAWN BY C.O.CUEVAS DATE : 8-28-90 — coorngnr a zoos vaaann a 1aelron ma.Ao x:anre Rese��aa 1 3 SHEETS
STANDARD
2 CHECKED BY : M.A.J. DATE : 10-2-90
2 4 9
STD.NO.CB42A

55'-0"
FOR ROADWAY WIDTH,SEE ROADWAY PLANS
ROADWAY FILL SLOPE 2:1
I
L- 45 G1 BARS CO 3"CTS.
f 33' 115/6"
1' 3" 3" Ha"
4-"5 Cl BARS @ 3"CTS.—.4 r.j
\\\\wnnrr urnrn\\\\ M11 WING SLOPEROADWAY FILL SLOPE 2:1 O •... FOR 2:1 FILL o� : oA
+ + 1 I c� 1 1
WING SLOPE ice/ <.a �_ °� 0 �� o / \ / \ CD
FOR 2:1 FILL # r,, 6"BEVEL f ;.-,
6„ 3- 8 S1 BARS o z� CONST.JT. o
w w �B3 BARS 1' 0"CTS. ' o UPSTREAM END ONLY
' cc ,
EACH FACE STAGGERED %o
@ P a z GRADE 1.41% Oa a 3-48 S1 BARS ll
o ED O 0 15'-6�l6" 15'-6 1i6" le.
a V)—I 1,3 ELEV.1859.52 a a w CO • • 32'-0'/i6" O
3-48 S1 BARS �4 B1 BARS- STREAM FACE OD aIv, CO 53/" 31' S%4" 6',
c / via r3 8 Si BARS . i.. .�
0 0 v �� o �N CONST.JT. �— / o o o 0
i\_#I(-) 1—
I \3,. i of f i 1 I
3"0 WEEP HOLES CO 10'- 0"± CTS. I N o io -
I I '.
EXTERIOR WALL INTERIOR WALL V 1 / V
CULVERT SECTION NORMAL TO ROADWAY
END ELEVATION NORMAL TO SKEW
24'-0" /HEREBY CERTIFY
► THAT THESE PLANS
11'-0" =" ARE THE
II 11'-0" 8"
6 Cl BARS CO 1'-0"CTS. 6'J 2"HIGH BEAM BOLSTERS ► AS-BUILT PLANS.
(B.B.)Ca 4'-0"CTS.
*101/4"HIGH C.H.C.U.
o
�A300 BARS N
l Al BARS 1 T • • - _ - 1 - rl
4"TYP. `A100 BARS 2„CL\--�2"CL. EA 9i
2"CL.
A
*ALL CONTINUOUS i,J PERMITTED
HIGH CHAIR UPPER . vi o CONST.JT. •
v o 2"CL. (C.H.C.U.)e 3'-0° B3 BARS uUaw v)*
c) a=
`o °ciraa 3"0 WEEP HOLES mo
�@ wH B1 BARS 100 * uz 21
a s/"HIc.H.Cu• . =_ "V 1° " C A'Ro
-- �A200 BARS r l � ,",,/1,
PROJECT NO. 17BPe14.R.150� Eo,9� 1 Qt L - . '� . I . . _ SEAL
(/ = 20777 _ O JACKSON COUNTY
A400 BARS PERMITTED j ,='Sy'o,*'VCINEF)R.- -
A2 BARS CONSTJT. 9OY ;. ° STATION: 12+57.50 —L—
y6 Cl BARS CO 1'-0"CTS. 6" /",,"" ", ,,,\
DOCUMENT NOT CONSIDERED SHEET 2 OF 9
p\0 * ''a' FINAL UNLESS ALL
• 0j SIGNATURES COMPLETED STATE OF NORTH CAROLINA
or 1
�M 90° e1" DEPARTMENT OF TRANSPORTATION
❑ Boone,NC " RALEIGH
RIGHT ANGLE SECTION OF BARREL A 45° 45° 8283559933
w Vail ❑ TrI-Cltles,TN
Lu w THERE ARE 79 Cl BARS IN SECTION OF BARREL. 4z3 467 8401
CO (2 BAR RUN FOR Cl BARS) 10' 0"
Vaugh■&Mellon ❑ Knoxvllla,TN
865.546.5800 BARREL STANDARD
.0 SKEW TRIANGLE ❑ Spartanburg, DOUBLE 11 FT X 5 FT CULVERT
. Consulting Engineers
V 864.574.4775
.' Asheville, IDCharleston,SC
o,m ■ North Carolina 843.974.5650
o 828 253 2796 0 Middlesboro,KY 1972
.j.� ASSEMBLED BY : FRJ DATE : JUNE 2017 ❑ Raleigh,NC 0 Charlotte,NC 606-248.6600 REVISIONS SHEET NO.
pz CHECKED BY : HLW DATE : JUNE 2017 SPECIAL 919.977.9455 704-357.0488 ID Atlanta,GA C-2
05 3 DESIGN ENGINEER OF RECORD :AGO DATE : JUNE 2017 NO. BY: DATE: NO. BY: DATE:
7706273509 _
H BY : DANNY SHERRED 4-11-72 Copyright 0 2006 Vaughn&Melton,lnc.AIIRIghts Reserved 1 3 TOTAL
CCHEC CHECKED BY : HASON A.JUDEH DATE : 4-17-72 STANDARD
SHEETS
2 4 9 _
STD.NO.CB42

PO
*NOTES L- P``
NATIVE MATERIAL CONSISTS OF MATERIAL THAT
IS EXCAVATED FROM THE THE STREAM OR
FLOODPLAIN AT THE PROJECT SITE DURING 23'-6"
CONSTRUCTION.NATIVE MATERIAL IS SUBJECT TO SILL
TO APPROVAL BY THE ENGINEER AND MAY
BE SUBJECT TO PERMIT CONDITIONS.
ONLY MATERIAL THAT IS EXCAVATED FROM
THE STREAM BED MAY BE USED TO LINE
THE LOW FLOW CULVERT BARREL. NATIVE <9 1r_MATERIAL BETWEEN SILLS/BAFFLES IN THE
CULVERT SHALL PROVIDE A CONTINUOUS
LOW FLOW CHANNEL. A A 47°00'00"
LOW FLOW TAN TO CURVE 45°00'00"
RIP-RAP MAY BE USED TO SUPPLEMENT THE 1'-0"
NATIVE BED MATERIAL IN THE HIGH FLOW T,P 4 CULVERT
CULVERT BARREL.IF RIP-RAP IS USED TO LINE (FLOW — — — -- /
THE HIGH FLOW CULVERT BARREL,NATIVE 1 /
MATERIAL SHOULD BE PLACED ON TOP TO 11'-0" 11'-0" 1'-0"
FILL VOIDS AND PROVIDE A FLAT SURFACE < h h' h STA 12+57.50 -L- TYP
FOR ANIMAL PASSAGE.
SILLS/BAFFLES ARE TO BE 1.0 FT.WIDE,CAST HIGH FLOW
SEPARATELY AND ATTACHED BY DOWELS. 9'-0" i 2'-0"
'9
TOP OF LOW FLOW SILLS/BAFFLES SHOULD 1
AMATCH STREAM BED ELEVATION IN LOW Zn �i ��
FLOW CHANNEL OF STREAM.(THALWEG) N o HIGH SILL N
DO NOT SET ELEVATION OF HIGH SILL/BAFFLES
ABOVE BANK FULL. 29'-0" 26'-0"
- OUTLET INLET
NUMBER OF SILLBAFFLES DETERMINED BY THE A 1 55'-0"
ENGINEER.
PAYMENT REQUIRED TO PLACE THE EXCAVATED
MATERIAL OR SUPPLEMENT MATERIAL SHALL BE SILLS AT INLET AND OUTLET CULVERT SILL LAYOUT
INCLUDED IN THE CONTRACT LUMP SUM PRICE
BID FOR CULVERT EXCAVATION.
DETAIL
MULTI— BARREL CULVERT TWO LAYERS OF 30# ROOFING
FELT TO PREVENT BOND
LOW FLOW CHANNEL SILLS 1,"
AND FLOOD PLAIN BENCH ' '
-0„
(HIGH FLOW) (LOW FLOW) N
TWO LAYERS OF 30# ROOFING TWO LAYERS OF 30# ROOFING
FELT TO PREVENT BOND N' FELT TO PREVENT BOND
J_ O_ p
N I 'I J `
J O
Nzi j I ( I + I
L3-#6 Dl @ L 3- #6 D2_@ , 1.-4" #6 D1 DOWELS M #6 D2 DOWELS
3' T . 4'-0"CTS.
END ELEVATION SECTION "A-A" SECTION "B-B"
LOOKING DOWNSTREAM DOWELS MAY BE PUSHED INTO GREEN CONCRETE DOWELS MAY BE PUSHED INTO GREEN CONCRETE
AFTER SLAB HAS BEEN FLOATED. AFTER SLAB HAS BEEN FLOATED.
SILL DETAILS
H IICAR0„
�'�e.EESS/o';�v
—ra TB re T6 - PROJECT NO. 17BP.14.R.150
BAFFLE _I _____ _ -.' SEAL 2
rMaEWE� 1' SILL SILL 1 „-_-- ii l fiCIgEG ,, �20777 P JACKS ON N
G �o .-Rta Qb. g° f:f4 ;,ti9%,Nt,iJ,E,` ., COUNTY
0
-� °o °° ..0o o°Ooog4 o 0°00�7 e -,-,-oo0��00 o L ______________. y �I Iw _ _
00
o 0 o II II 12 57.50 L
oL�w° ° FLOW o el�xNr°�EL�o o STATION: +
- o 0 0 0 0Do°_ _
DOCUMENT
UON CONSS SIDERED SHEET 6 OF 9
FLL
\7.6 BACK FILL WITH NATIVE MATERIAL TO SIGNATURES COMPLETED STATE OF NORTH CAROLINA
SILL HEIGHT .- .- ❑ Boone,NC DEPARTMENT OF TRANSPORTATION
823 355 8901 RALEIGH
TB �' �� Hi' �0 ° Knox„Tor
FLOODPLAIN SILL ° "ooxN°e''"
BENCH W/ FLOODPLAIN V wihm&Mellon 865-546.5800
COIR FIBER Consulting Engineers ❑ Spartanburg,SC
BENCH W/ 864 574 4775 DOUBLE 11'X5' CULVERT
MATTING NUMBER OF BAFFLES=1 COIR FIBER Asheville, ❑
• North C°r011n° 974t56506
ON 23.5 FT CENTER FROM DOWNSTREAM SILL MATTING3r
820 253 2T96 ❑ MbEleaEoro,KY
PLAN VIEW ❑ Raleigh,NC ❑ Charlotte,NC S..S °°
919 977 9455 704 357 0488 0
DS Copyright 0 2006 vouqnn M Melte,Inc.K,,: +a ReSerV;09 4 7° SKEIN
REVISIONS SHEET NO.
pb 8/13/2021 DWN,BY: FRJ DATE:JUNE 2017 NO. BY: DATE: NO. BY: DATE: C-6
CHKD.BY: HLW DATE:JUNE 2017 1 j TOTAL
SHEETS
DES.ENG.OF RECORD: ACO DATE:JUNE 2017 2 9