20211105 Ver 1_Permit Plans_20210816

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See Sheet I For Index of Sheets STATE OF NORTH ORTH CAROLI V STATE STATE PROJECT REFERENCE NO. S T
TOTAL
N.C. 17BP.14.R.145 NO. SHEETS
d. V'� DIVISION OF HIGHWAYS
I STATE PROl.NO. P.A.PROl.N0. DESCRIPTION
N/A PE
eio 17BP.14.R.145 N/A R'W
NAP S=NA 2011 "",^ 17BP.14.R.145 N/A CONST. 1
liqa i 1, JACKSON COUNTY
,...., .„:,
LOCATION: BRIDGE NO. 490203 OVER CANEY FORK CREEK
I\ r_-.. 8.@�Ra
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l� a a Ra ON SR 1738 (HOOPER CEMETERY ROAD)
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TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURE
PROJECT
'f ; LOCATION
h......L44 _
genA^ M'^iem
! END PROJECT I7BP.14.R.145
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—L— STA 12+16.67 ���mz- j/ �'S
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BEGIN PROJECT 17BP.14.R.145\ II
-L- POT STA. +50.00 li
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ow FORK REEK I i
° ��� I AWAIT- BEGIN BRIDGE
MIN assEL / O�� —L— STA 11+43.95
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0_ SR 1738 (HOOFER CEMETERY RD.)
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A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
VC
\ THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. J
oi v Y Prepared in the Office of: HYDRAULICS ENGINEER 1
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH VAUGHN & MELTON ^'N::-C.A'Ro--..,,,t
1318—F PATTON AVE. ,,'"o.O's '';ti'-.
ADT 2017 = 70 ASHEVILLE NC,28806 '?/
0 20 10 0 20 40 LENGTH ROADWAY PROJECT 17BP.14.R.145 = 0.031 MI - SL ®w�
i 'i"� ADT 2037 = 96 FOR THE NORTH CAROLINA DIVISION OF HIGHWAYS ossozs •J i' iJ 4t.o PLANS o LENGTH STRUCTURE PROJECT 17BP.14.R.145 = 0.014 MI 2018 STANDARD SPECIFICATIONS =.,,9Fy \.'.''/ (z,-;—i
®�
T = 6 /o TOTAL LENGTH OF PROJECT 17BP.14.R.145 = 0.045 MI REECE M. SCHULER,PE, PLS SIGNATURE: P.E. Z w
20 ;'�2 40 V = 15 MPH RIGHT OF WAY DATE: PROJECT ENGINEER „N, su
m
N ROADWAY DESIGN ,�,s�Es''sR04''',
y JULY 25,2017 ALEX FITZPATRICK �° i s 1. ,,,,,,„,_
J
PROFILE (HORIZONTAL) IA
ENGINEER _ sEAL'A t�PROJECT DESIGN ENGINEER - 26960 - ®� 4V��
°' O 4 2 0 4 8 FUNC CLASS = LETTING DATE: , ,:e,yciNEis,:'`,'
O -O RURAL LOCAL NCDOT CONTACT: ';F"'• E.s.v
cv'_Cr. OCTOBER 8,2024 e s��
L SUBREGIONAL TIER OSHDEYTON,PE PROJECT MANAGER JJ
PE.
�! PROFILE (VERTICAL)
NNE \ J J\ DIVISIONl /` SIGNATURE: /\

PROJECT REFERENCE NO. SHEET NO.
17BPJ4.RJ45 IA
ROADWAY DESIGN
ENGINEER
o�F,SS/o y9:
SEAL
26960
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INDEX OF SHEETS GENERAL NOTES: 2018 SPECIFICATIONS EFF. 01-16-2018
EFFECTIVE: 01-16-2018 REV.
SHEET NUMBER SHEET REVISED: 2018 ROADWAY ENGLISH STANDARD DRAWINGS
1 TITLE SHEET GRADING AND SURFACING OR RESURFACING AND WIDENING: The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch -
N. C. Department of Transportation - Raleigh, N. C.. Dated January. 2018 are applicable to this
IA INDEX OF SHEETS, GENERAL NOTES, AND THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED project and by reference hereby are considered a part of these plans:
LIST OF STANDARD DRAWINGS SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES
ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT STD.NO. TITLE
1B CONVENTIONAL SYMBOLS ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE DIVISION 2 - EARTHWORK
PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A 200.02 Method of Clearing - Method II
IC-1 SURVEY CONTROL SHEET PROPER TIE-IN. 225.02 Guide for Grading Subgrade - Secondary and Local
225.04 Method of Obtaining Superelevation - Two Lane Pavement
2A-1 PAVEMENT SCHEDULE AND TYPICAL SECTIONS CLEARING: DIVISION 3 - PIPE CULVERTS
300.01 Method of Pipe Installation
3B-1 ROADWAY SUMMARIES CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY DIVISION 4 - MAJOR STRUCTURES
METHOD II. 422.02 Bridge Approach Fills - Type II Modiefied Approach Fill
3D-1 DRAINAGE SUMMARIES DIVISION 5 - SUBGRADE. BASES AND SHOULDERS
SUPERELEVATION: 560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
3P-1 PARCEL INDEX SHEET DIVISION 8 - INCIDENTALS
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH 840.00 Concrete Base Pad for Drainage Structures
4 PLAN & PROFILE SHEET STD. NO. 225.05 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. 840.25 Anchorage for Frames - Brick or Concrete or Precast
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL 840.29 Frames and Narrow Slot Flat Grates
IMP-1 THRU TMP-5 TRAFFIC CONTROL PLANS SECTIONS. 840.35 Traffic Bearing Grated Drop Inlet - for Cast Iron Double Frame and Grates
840.66 Drainage Structure Steps
PMP-1 PAVEMENT MARKING PLAN SHOULDER CONSTRUCTION: 846.01 Concrete Curb, Gutter and Curb & Gutter
846.04 Drop Inlet Installation in Shoulder Berm Gutter
SIG-1 SIGNAL PLAN ASPHALT. EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF 862.01 Guardrail Placement
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.02 862.02 Guardrail Installation
RF-1 THRU RF-3 REFORESTATION PLANS 862.03 Structure Anchor Units
GUARDRAIL: 876.02 Guide for Rip Rap at Pipe Outlets
EC-1 THRU EC-5 EROSION CONTROL PLANS
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING
UO 1 THRU UO 2 UTILITY PLANS CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
a X-1A CROSS-SECTION SUMMARY
TEMPORARY SHORING:
X-1 THRU X-4 CROSS-SECTIONS
ri SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC WILL BE PAID FOR AS "EXTRA
S-1 THRU S-24 STRUCTURE PLANS WORK" IN ACCORDANCE WITH SECTION 104-7.
SUBSURFACE PLANS:
ti
o NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD
a MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
/
END BENTS:
N
0
cc THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS-
SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
ce APPROACHING A BRIDGE.
4
UTILITIES:
5-
UTILITY OWNERS ON THIS PROJECT ARE Duke Energy
RIGHT-OF-WAY MARKERS:
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT.
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W PROJECT REFERENCE NO. SHEET NO.
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS 6P.140.145 B
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY: Note:Not to Scale *S.U.E. = Subsurface Utility Engineering WATER:
RAILROADS.•
State Line ---- ----- Water Manhole
Standard Gauge RasPoararJOWI Hedge ^' `" 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 O
City Line Water Hydrant
RR Abandoned — — — — Vineyard °J°eyere
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 S Existing Right of Way Line — Storm Sewer Manhole
of New RightWayU/G Fiber Optic Cable LOS B (S.U.E. )
Existing Endangered Animal Boundary a Line O Storm Sewer °
U/G Fiber Optic Cable LOS C (S.U.E.*)
Existing Endangered Plant Boundary ERR New Right of Way Line with Pin and Cap Ry A UTILITIES: U/G Fiber Optic Cable LOS D (S.U.E.*)
Existing Historic Property Boundary "Pa New Right of Way Line with POWER:
Concrete or Granite R'W Marker ® O GAS:
Known Contamination Area: Soil �; s ;�; Existing Power Pole •
New Control of Access Line with Gas Valve 0
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&oratory sewer
Area Outline I I U/G Power Line LOS D (S.U.E.*) Above Ground Sanitary Sewer
New Aerial Utility Easement AUE SS Forced Main Line LOS B (S.U.E.*)
Cemetery FSS
TELEPHONE:
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 F55
Church Proposed Telephone Pole �
ii Existing Curb MISCELLANEOUS:
Telephone Manhole OO
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— O 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.*)
is Proposed Guardrail Utility Unknown U/G Line LOS B (S.U.E.*) ,°rL
Buffer Zone 1 BZ 1 U/G Telephone Cable LOS C (S.U.E.*) ——i—
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 n n n nUnderground Storage Tank,Approx. Loc. EMS
Flow Arrow < U/G Telephone Conduit LOS B (S.U.E.*) °
Equality Symbol A/G Tank;Water, Gas, Oil
Disappearing Stream U/G Telephone Conduit LOS C (S.U.E.*) ——To——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.*)
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 0 End of Information E.O.I.
Sump <> U/G Fiber Optics Cable LOS D (S.U.E.*)False

G, 13+05.00-L- ---
0- WOODS PROJECT REFERENCE NO. SHEET NO.
Ex Rnv POT Sta/4+14.76.- .
N' DETAIL A WOODS
\ SPECIAL LATERAL'V'DITCH S F D p2+6354-L 3000 END PROJECT 178P14R145 4
(Nmro Sl) ES END APPROACH SLAB a30.00'LT. M-2 L- STA.12+90.00
5Q°Q \ -L-STA.12+29.2 12+4 - / ___________________ ��- ROADWAYENGINEER SIGN ENGINEER
Holum! ___L 0,, Fill 30.00'LT, r i ' ' - p rr
Ground 2., D F\ Slope 40.00'LT. /1 �,y�
` __T,�-s- IIINV=2165.44' �'�.D'E `,o`tc CARp<p, ,,,qN C 0
G O �0 cRIt ZZ 0 BL 2
-F Min.D= 1.0 F. ` �� Ti-) STING R/ -
\� EXCAVATE TO - FBL-I o h _� .. `?oP , E.°a°SEgL 9y9" =e S E A L`/9''
FROM STA 10+60.00 TO STA.11+50.00 RT DOUGLAS L.HOOPER I ELEV.2162.3 YA 119 - ._ _ 26960 c c 033023
DB 992 PG 102 I I EST.10 CY �i.�� R'I� - • x ��""- Js --- =F 6PcS Wes? =P', .'J a'
II
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\ 2+12.21-L- r., •t' A _/EU �L Z 15_IiJV=2163.79' -
30.00'LT. r , GR �
GSO 4O �I I" DOCUMENT NOT CONSIDERED FINAL
-23
\ 12+00.00-L- I J Q
. �` .� �� RAP cavEr FORK CREEK UNLESS ALL SIGNATURES COMPLETED
30.00'LT. �� �1750.00'LT. GO7�;r� NAVA��,_ � P 13+05.00-L-
70.00'LT. QW / 0 414 pa. F QQ g Y EX RAY
\ a Ps ` y'r l Z i�� / ---+�-'� r 30.00'RT. ._ __
r'Jr' I-�` Q� 12+63.54-L-
- ;,�'-;?j��,.�j/AT��■ ���I 30.00 RT. FORK CREEK
r � ',r�//.. Nig"
PCC Sta./2+63.54 cA e Js �Js� Js Js Js-
\ ^fer^��rirk�i� 'C SIG.i � �Js� �Js�
30.00'RT. �JS
n 3o Uo0 L "a_ A ©i' (� END-L- BRIDGE
12GE16.6.7.J5/.--
\ I11 P / vo 2 SKETCH SHOWING RELATIONSHIP OF PAVEMENT WIDTH TO BRIDGE WIDTH
\ O /7p 'LT.
/ �Qd II C JS m� NOT TO SCALE
Js� ;� I'4 ©� vP'o SHOP CURVED SHOP CURVED AT-1
\ ABANDON R/W 7 WIRE
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\ oREEKT4- II , (cw PC / roll 6 I
\ to+ao.00-L- 1o+77.z9-L- Q c`����Jh\��:>Rm�y j�� BEGIN BRIDGE L
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EX RN 30.00'LT. S dO •" !"'� '��,��i• L-STA.11+43.95 N �° o
30.00'LT �r��i�/�� ��l
POT Sto.lO+pp Op BEGIN PROJECT is '1,- �'-:�--!�` 11+a1.o1-L-
\ /✓ I��''�. 30.00'RT. GREU TL-2
-L- STAsaA-+-56:OL, F��1i� �� i p TYPE III tl'A''
BM-I� GREU TL-2 ET.._ , �- l T 1e SHOP CURVED
_ _ ---__ • _ wilr i i 1130.00 -L- VV>`4V-0V TYPE III
30.00 RT. 1
38.00'RT. R=30'
�� ��� o w�
EXCAVATE TO DOUGLAS L.HOOPER
\ 2/AO.+/-To SR 1737 N 25/3'00.0°E fl -----_--- „„O 44 ELEV.2162.3 DB 992 PG 102 -L- CURVE DATA
CANEY FOR RD. • Q�'.
SR 1738 16'GRAVEL m o C9/ EST.10 CY
HOOPER CEMETERY RD. " ro 1° �� , PI Ste 11+14.30 PI Ste 12+40.40 PI Ste 12+9223
\ `` e;15, ` / BEGIN APPROACH SLAB A= 73'00'36.8'(LT) A= 58'47'39J"(RT1 A= 6'59'08J"(RT1
,EXISTING R/w F -L-STA.11+32.83
C -�_ p PROPOSED FULL DEPTH D = 114 35'296° D = 114 35'296" D = 12/l'26J"
\ CR5-loo T5'r RC 1130.00' -I PAVED SHOULDER L =63.7/' L =51.31' L = 57.30'
/401 30.00'RT.
50
\ 38.00'RT T = 37.00' T = 28J7' T = 28.69'
QQ' SPECIAL LATERAL v'DITCH SHOULDER BERM GUTTER R - 50.00' R 50.00' R = 470.00'
ER
SEE DETAIL A END BRIDGE TO -L- STA.12+78.51 RT
30.00'0'RT O 10+77.29-L-
30.00'RT.
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M 2,162 - . .. AL n _ '` u DESIGN DISCHARGE = 2320 CFS - 2 162
- �!�! R-_ _ _ rI1.1' 11•111111•111111I .II■I■��■� _ -
��■'� ■-■• e DESIGN FREQUENCY = 2 YRS -
y ^i)aLv � 1� I 1111111111 1I11'I■I■-1■_ DESIGN HW ELEVATION = 2/672 FT
2 158 C o '. ' -1; ' I 'I BASE DISCHARGE = 9390 CFS =
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BASE HW ELEVATION = 2/73.6 FT
, F OVERTOPPING DISCHARGE = 3080 CFS
,� OVERTOPPING FREQUENCY = 2 + YRS
2,154 i OVERTOPPING ELEVATION = 2/68.3 FT - 2,154
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Pa _ _ = 2/59.7 FT
ocz 2.150 2.150
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