20210297 Ver 1_Meeting Request Review Doc Attachment_20210208

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�i • I • A STATESTATE PROJECT REFERENCE NO.See Sheet 1 A For Index of SheetsNO. SHEETS
SHEET TOTAL •
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131 N.C. 17BP. 14 . R.205 1
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A YS STATE PROD.NO. F.A PROD.NO. DESCRIPTION
N 1152 17BP.14.R.205 N/A PE
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‘.. 17BP.14.R.205 N/A RAW & UTIL.
�� � 17BP.14.R.205 N/A CONST.
• 1151 1153 � �
`N. 1308 5
Al CHEROKEE COUNTY ,
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1130 1, _ 14 1307
1308 N LOCATION: BRIDGE #190182 OVER UT TO PERSIMMON CREEK
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113 itopes, *
_ 1127 294l\ ee� 16 ON SR 1127 (BELL HILL RD)
ili ,iiG 4 130►
1131 ers. �o0
P 1127 0.
1172 PROJECT , —I TYPE OF WORK: GRADING, DRAINAGE PAVING AND STRUCTURE
.�i LOCATION 130 . i•
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BEGIN PROJECT SR 1127 1 / / /
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17BP . 14 . R. 205 �a� II % %z '` 4 / / I I /
co it„ cv -L- STA. 16 + 19.12
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END PROJECT
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2L c) GRAPHIC SCALES DESIGN DATA PROJECT LENGTH NCDOT CONTACT: ADAM DOCKERY o HYDRAULICS
C� PLANS PREPARED BY: PLANS PREPARED FOR: �. H E S$ /0 1 ENGINEER
ADT 2015 = 860 TGS ENGINEERS NORTH CAROLINA DEPARTMENT4. ;• % SEAL �9!•' S.
O 50 25 0 100 T — 6 % * ENGINEER 804-C N. LAFAYETTE STOF TRANSPORATION 038697 0� M 0�F� C�,itt_ 50
SHELBY, NC 28150 DIVISION 14 . � 4
I V = 35 MPH LENGTH ROADWAY PROJECT 17BP.14.R.205 #190182 = 0.071 PH [phone] 345 Toot Hollow Rd o:FNc�NE� :• aQ o
PLANS TITCORP. LICENSE NO.: C-0275 Bryson CTty. NC 287 13 �� -q� • ....• �� % Q�
I * o o LENGTH STRUCTURE PROJECT 17BP.14.R.205 #190182 = 0.005 o B. e P.E.
TTST = 3 /o DUAL = 3 /o
'''��.��.i�t�,, SIGNATURE:
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c 50 25 0 50 100 RIGHT OF WAY DATE:
TOTAL LENGTH PROJECT 17BP.14.R.205 #190182 = 0.076 JIMMY L. TERRY PE ROADWAY DESIGN o
`� MARCH 19 2019 ,,. .H caRo� ��, ao
o> F U N C CLASS = ENGINEER 4�0� •�0.�� .0 QQ
PROJECTs s q ENGINEER
PROFILE (HORIZONTAL) % ti17 * Q
o—> LOCAL — RURAL ' SEAL o? r n p�%Q°
i- N0 LETTING DATE: Ti- 35018 mo 10 5 0 10 20 AUSTIN R. TURNER, PE
O n PROJECT DESIGN ENGINEER . G I NE ck-':
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SUB REGIONAL TIER - � ••••• � �.�`�'
0 PROFILE (VERTICAL) 2018 STANDARD SPECIFICATIONS ,,,'�' L . �,, SIGNATURE: P.E.
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PROJECT REFERENCE NO. SHEET NO.
17BPJ4.R.205 IA
://
ROADWAY DESIGN
ENGINEER
►
SEAL
35018
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INDEX OF SHEETS GENERAL NOTES STANDARD DRAWINGS
SHEET NUMBER SHEET GENERAL NOTES: 2018 SPECIFICATIONS EFF. 01-16-2018
EFFECTIVE: 01-16-2018 REV.
1 TITLE SHEET REVISED: 2018 ROADWAY ENGLISH STANDARD DRAWINGS
lA INDEX OF SHEETS, GENERAL NOTES, AND STANDARD DRAWINGS GRADE LINE: The following Roadway Standards as appear in "Roadway Standard Drawings"
GRADING AND SURFACING: Highway Design Branch - N. C. Department of Transportation - Raleigh, N. C.,
Dated January, 2018 are applicable to this project and by reference hereby
1B CONVENTIONAL SYMBOLS THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED are considered a part of these plans:
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE
RW-01 THRU RW- SURVEY CONTROL, ALIGNMENT CONTROL, RIGHT OF WAY ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE STD.NO. TITLE
CONTROL AND PROPERTY TIES ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
DIVISION 2 - EARTHWORK
2A-1 PAVEMENT SCHEDULE AND TYPICAL SECTIONS CLEARING:
200.03 Method of Clearing - Method III
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY 225.02 Guide for Grading Subgrade - Secondary and Local
2C-1 SPECIAL DETAIL - GUARDRAIL INSTALLATION - W BEAM RAIL SECTION METHOD III. 225.04 Method of Obtaining Superelevation - Two Lane Pavement
2C-2 SPECIAL DETAIL - A.T.-1 SYSTEM END UNIT ASSEMBLY SUPERELEVATION : DIVISION 3 - PIPE CULVERTS
3B-1 EARTHWORK, PAVEMENT REMOVAL, AND GUARDRAIL SUMMARIES, ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH 300.01 Method of Pipe Installation
LIST OF PIPES, ENDWALLS, ETC(FOR PIPES 48IN & UNDER) & STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
LIST OF PIPES, ENDWALLS, ETC(FOR PIPES 54IN & OVER) SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
SECTIONS.
560.01 Method of Shoulder Construction
3G-1 SUMMARY OF SUBSURFACE DRAINAGE, AND SUMMARY OF SHOULDER CONSTRUCTION : - High Side of Superelevated Curve - Method I
AGGREGATE SUBGRADE/STABILIZATION
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF DIVISION 6 - ASPHALT BASES AND PAVEMENTS
4 PLAN AND PROFILE SHEET SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01
654.01 Pavement Repairs
TMP-1 THRU TMP-3 TRANSPORTATION MANAGEMENT PLANS SIDE ROADS:
DIVISION 8 - INCIDENTALS
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
PMP-1 THRU PMP-2 PAVEMENT MARKING PLANS SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. 815.02 Subsurface Drain
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS 840.00 Concrete Base Pad for Drainage Structures
EC-1 THRU EC-6 EROSION CONTROL PLANS INVOLVED. 840. 18 Concrete Grated Drop Inlet Type 'B' - 12" thru 36" Pipe
840.25 Anchorage for Frames - Brick or Concrete or Precast
UO-1 THRU UO-2 UTILITIES BY OTHERS PLANS SUBSURFACE DRAINS: 840.27 Brick Grated Drop Inlet Type 'B' - 12" thru 36" Pipe
840.29 Frames and Narrow Slot Flat Grates
X-1A CROSS-SECTION SUMMARY SHEET SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.02 AT 840.45 Precast Drainage Structure
LOCATIONS DIRECTED BY THE ENGINEER. 840.66 Drainage Structure Steps
862.01 Guardrail Placement
X-1 THRU X-3 CROSS-SECTIONS GUARDRAIL: 862.02 Guardrail Installation
(Special Detail for Sheet 6 of 8)
C-1 THRU C-5 CULVERT PLANS THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING 862.03 Structure Anchor Units
CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT (Special Detail for Type III Anchor Units Sheets 1 of 7 and 2 of 7)
-0 WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. 876.01 Rip Rap in Channels
SUBSURFACE PLANS:
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD
co MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
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UTILITIES:
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UTILITY OWNERS ON THIS PROJECT ARE BLUE RIDGE EMC AND FRONTIER COMMUNICATIONS
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ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.
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RIGHT-OF-WAY MARKERS:
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ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT.
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PROJECT REFERENCE NO. SHEET NOEI
STATE OF NORTH C I'WLINA9 DIVISION OF HIGHWAYS l7BP.14.R.205 I—B
CONVENTIONAL PLAN SHEET SYMBOLS
__,
BOUNDARIES AND PROPERTY: Note: Not to Scale *S. U.E. = Subsurface Utility Engineering WATER:
RAILROADS:
State Line CD
Standard Gauge Hedge Water Manhole
County Line CSX TRANSPORTATIONO Water Meter o
RR Signal Milepost MILEPOST 35 Woods Line
Township LineWater Valve
Switch Orchard 0 0 0 0
City Line SWITCH Water Hydrant -0
RR Abandoned + + — Vineyard Vineyard
Reservation Line U/G Water Line LOS B (S.U.E*) - - - -W- - - -
RR Dismantled EXISTING STRUCTURES:
Property Line U/G Water Line LOS C (S.U.E*) - -W- -
MAJOR:
Existing Iron PinU/G Water Line LOS D (S.U.E*) W
Computed Property Corner RIGHT OF WAY & PROJECT CONTROL: Bridge, Tunnel or Box Culvert CONC Above Ground Water Line A/G Water
Secondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall - ) CONC WW C
Property Monument ECM TV:
Parcel/Sequence Number ® Primary Horiz Control Point 0 MINOR:
Existing Fence Line -x x x-
Primary Horiz and Vert Control Point ' Head and End Wall / CONC HW \ TV Pedestal C
Exist Permanent Easment Pin and CapPipe Culvert TV Tower 0
Proposed Woven Wire Fence 0 New Permanent Easement Pin and Cap O Footbridge H U/G TV Cable Hand Hole H
Proposed Chain Link Fence *Vertical BenchmarkU/G TV Cable LOS B (S.U.E.*) _ - - -TV- - -
Proposed Barbed Wire Fence O I Drainage Box: Catch Basin, DI or JB CB
ExistingRight of WayMarkerU/G TV Cable LOS C (S.U.E.*) - -TV- -
Existing Wetland Boundary - - - -WLB- - - - g A Paved Ditch Gutter * TV
ExistingRight of WayLine - S U/G TV Cable LOS D (S.U.E.*)
Proposed Wetland Boundary WLB g Storm Sewer Manhole O New Right of Way Line ® Storm Sewer s U/G Fiber Optic Cable LOS B (S.U.E.*) _ _ - _TV FO- -
Existing Endangered Animal Boundary EAB U/G Fiber Optic Cable LOS C (S.U.E.*) - -TV FO-
Existing Endangered Plant Boundary EPB New Right of Way Line with Pin and Cap 0 A UTILITIES: U/G Fiber Optic Cable LOS D (S.U.E.*) TV FO
Existing Historic Property Boundary HPB New Right of Way Line with POWER:
ConcreteGraniteR'W Marker ® ® GAS:
Known Contamination Area: Soil = `� -s- =®` or
-S- Existing Power Pole i
New Control of Access Line with l Gas Valve 0
Potential Contamination Area: Soil -s- -s- Concrete C/A Marker ® Proposed Power Pole V
Known Contamination Area: Water - =�� -W- =¢;` -W- Gas Meter
Existing Control of Access , A , Existing Joint Use Pole - -
Potential Contamination Area: Water - W V U/G Gas Line LOS B (S.U.E.*) - -O- -
New Control of Access Proposed Joint Use Pole * - -O- —
® U/G Gas Line LOS C (S.U.E.*)
Contaminated Site: Known or Potential ,,f�, ,,�,, Power Manhole
Existing Easement Line E U/G Gas Line LOS D (S.U.E.*) O
BUILDINGS AND OTHER CULTURE: New Temporary Construction Easement - E Power Line Tower X A/G Gas
p ry Above Ground Gas Line
Gas Pump Vent or U/G Tank Cap O Power Transformer A/
New Temporary Drainage Easement TDE
Sign 0
s New Permanent Drainage Easement PDE U/G Power Cable Hand Hole HH SANITARY SEWER:
Well ° H-Frame Pole •—• Sanitary Sewer Manhole OO
New Permanent Drainage / Utility Easement DUE Sanitary Sewer Cleanout O
Small Mine '5' U/G Power Line LOS B (S.U.E.*) - - - -P- - - -
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 A/G Sanitary Sewer
Area Outline 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.*) - -
- -FSS- -
- -
Cemetery fi TELEPHONE:
Building I I ROADS AND RELATED FEATURES: SS Forced Main Line LOS C (S.U.E.*) - -FSS- -
Existing Telephone Pole SS Forced Main Line LOS D (S.U.E.*) FSS
School r I Existing Edge of Pavement
Church - Proposed Telephone Pole �
Fr17 Existing Curb Telephone Manhole MISCELLANEOUS:
Dam Proposed Slope Stakes Cut Utility Pole 0
HYDROLOGY: Proposed
Telephone Pedestal
T
Proposed Slope Stakes Fill Utility Pole with Base
Stream or Body of Water Telephone Cell Tower
Proposed Curb Ramp OFD UtilityLocated Object o
Hydro, Pool or Reservoir T T T U/G Telephone Cable Hand Hole HH
Existing Metal Guardrail U/G Telephone Cable LOS B (S.U.E.*) - - - -T- - - - Utility Traffic Signal Box ❑s
Jurisdictional Stream JS Pro posed Guardrail T T T T
p S.U.E.*LOS C Cab
le
U/G Telephone Utility Unknown U/G Line LOS B (S.U.E.*) ?UTL
Buffer Zone 1 BZ 1 (S.U.E.*) - -T- -
0 0 o p
Existing Cable Guiderail U/G Tank; Water, Gas Oil
Buffer Zone 2 BZ 2 0 0 0 o
U/G Telephone Cable LOS D (S.U.E.*) T '
Flow Arrow Proposed Cable Guiderail U/G Telephone Conduit LOS B (S.U.E.*) EIMB
_TO_ _ - _ Underground Storage Tank, Approx. Loc.
Equality Symbol Q AVG Tank; Water, Gas Oil
Disappearing Stream -> U/G Telephone Conduit LOS C (S.U.E.*) - -TC- - '
Pavement Removal >00 0 Geoenvironmental Boring
Spring 0------�_= U/G Telephone Conduit LOS D (S.U.E.*) TC
VEGETATION: U/G Test Hole LOS A (S.U.E.*)
Wetland ± U/G Fiber Optics Cable LOS B (S.U.E.*) - - - -T FO- - -
Single Tree O Abandoned According to Utility Records AATUR
Proposed Lateral, Tail, Head Ditch > > > > U/G Fiber Optics Cable LOS C (S.U.E.*) - -T FO- -
FLOW
Single Shrub 0 End of Information E.O.I.
False Sump U/G Fiber Optics Cable LOS D (S.U.E.*) T FO

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Cr PROJECT REFERENCE NO. SHEET NO.
N CHEROKEE COUNTY /7BP.14.R.205 2A—/
w BRIDGE #190182 ROADWAY DESIGN PAVEMENT DESIGN
,--\. ENGINEER ENGINEER
* USE 4' MIN. SHOULDER AT GUARDRAIL LOCATIONS _ -L- (SR 1127 - BELL HILL RD) ���1fl��►►,,
PAVEMENT SCHEDULE ADD 3' BEHIND FACE OF GUARDRAIL ,s°,��ESSRo�%-9,,
MATCHLINE ; MATCHLINE : .•-,k. oti-7 %
PROP . APPROX . 3" ASPHALT CONCRETE SURFACE COURSE , TYPE S9 . 5B , INSET A INSET A = a SEAL � •.
Cl AT AN AVERAGE RATE OF 165 LBS . PER SQ . YD . IN EACH OF TWO I7. ' 35018
LAYERS . 20'-0"
...
8'-0" 3 0"* t 10' •
-0" 10'-0" 3 0" 8'-0" .,. ••,1, Y NE•�•os. ,• .
PROP . VAR . DEPTH ASPHALT CONCRETE SURFACE COURSE , TYPE S9 . 5B , rGRADEL.C2 AT AN AVERAGE RATE OF 110 LBS . PER SQ . YD . PER 1 " DEPTH . TO 8 $1„
BE PLACED IN LAYERS NOT TO EXCEED 11/2 " IN DEPTH . 2 POINT 2 DOCUMENT NOT CONSIDERED FINAL
© UNLESS ALL SIGNATURES COMPLETED
EXST
EXIST. 0.02 ' 0.02lip GROUNDI
0.08 O.O$ �s TGS ENGINEERS
El PROP . APPROX . 51/2 " ASPHALT CONCRETE BASE COURSE , TYPE B25 . 00 , AT GROUND -� FT/FT FT/FT �_,, ENGINEERS8o4-C IV. LAFAYETTE ST
=`\ - �.\\\ F� FT/FT rr rr= S H E L BY, IV C 2 8l 5 O
AN AVERAGE RATE OF 627 LBS . PER SQ . YD . 2.1 �-- ' ��� Py. PH (704) 4 76-0003
'I'lq�, 4' T ^ 4:� ,L.� M To
CORP. LICENSE IVO.: C-0275
•
PROP . VAR . DEPTH ASPHALT CONCRETE BASE COURSE , TYPE B25 . 00 , MPy` T �� o I T �./M� �
AT AN AVERAGE RATE OF 114 LBS . PER SQ . YD . PER 1 " DEPTH . TO i� �� GI w-1-
E2 BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER EXIST. VARIES 6.9' TO 19.0' EXIST.
THAN 51/2 " IN DEPTH . GROUND ` SEE X-SECTIONS > GROUND
T EARTH MATERIAL GRADE TO THIS LINE GRADE TO THIS LINE
U EXISTING PAVEMENT
TYP I (::,)41. S ECTI 0 N N 0 . 1
W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAILS THIS SHEET)
PAVEMENT EDGE SLOPES ARE 1 : 1 UNLESS OTHERWISE SHOWN . USE TYPICAL SECTION NO . 1
-L- STA. 14+50. 00 TO -L- STA. 15+75. 00
-L- STA. 16+75. 00 TO -L- STA. 17+50. 00
c SURVEY
Cl C2 NOTE: TRANSITION BETWEEN EXISTING AND TYP. SECT. NO. 1 AS FOLLOWS:
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/ , / / / / / / / � -L- STA. 14+00. 00 TO -L- STA. 14+50. 00
-L- STA. 17+50. 00 TO -L- STA. 18+00. 00
*
_�_ �_
��� 3„ O 3„ ���
MIN. MIN.
USE 4' MIN. SHOULDER AT GUARDRAIL LOCATIONS -L- (SR 1127 - BELL HILL RD)
Detail Showing Method of Wedging ADD 3' BEHIND FACE OF GUARDRAIL MATCHLINE I MATCHLINE
INSET A I INSET A
* -< 2 0' 0„ > *
8'-0" 3'-0" 10'-0" 10'-0" 3'-0" 8'-0„
-< > < > T
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81" , GRADE
C 2 POINT
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Q = w 06 * ADD 3' FOR GUARDRAIL LOCATIONS EXIST. O 08 C� 0.02 0.02 CO o o GROUEXNST.
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ADD MINIMUM 2' PAST PAVED SHOULDER GROUND
FT/FT FT/FT _ i
8
V —.� -- ;\A FT/FT FT/FT /rrs /,, ir-
a L O LIMITS FOR ALL OTHER LOCATIONS ?� 4:� �� 4:� �'
� r— z * M •2 •
m VARIES 8'-0" NOTE:
< • < > I AT GUARDRAIL LOCATIONS PAVE �� MPS T El El T ?'' ,
o ** TO FACE OF GUARDRAIL UNLESS EXIST. EXIST.
i SHOWN OTHERWISE ON PLANS. GROUND GROUND
GRADE TO THIS LINE _
71
3
041)O
Ni 82„ FFT/FT 0.08 /
i i0.02
FT/FT =///= _
E) 4 TYPICAL SECTION NO . 2
.1 1,I.P�' Exist. Ground
4 •,�.
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°' 111111 TINSET A
O GRADE TO ,jgx
THIS LINE USE TYPICAL SECTION NO . 2
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N Exist. Ground -L- STA. 15+75.00 TO -L- STA. 16+75.00
USE INSET A
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** FDPS WIDTH STA. TO STA.
7 ' -L- STA. 15 + 63.70 TO -L- STA. 17+90.35 LT
mi- °' 0'-0" TO 4'-6"
OD u) -L- STA. 14 + 00.46 TO -L- STA. 17 + 36.48 RT
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PROJECT REFERENCE NO. SHEET NO.
17BP.14.R.205 2C-1
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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SHEET 6 OF 8 SYSTEM PARTS SHEET 6 OF 8
862D02 862D02
CONTRACTS STANDARDS
AND DEVELOPMENT UNIT
Office 919-707-6950 FAX [phone]
A.-6.i: ./.6;;;-:.'"r%
SEAL
022966 SEE TITLE BLOCK
ORIGINAL BY : J . HOWERTON DATE : 3-7-2018
MODIFIED BY: DATE :
CHECKED BY: DATE :
FILE SPEC . :

PROJECT REFERENCE NO. SHEET NO.
17BP.14.R.205 2C-2
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BUFFERED END SECTION I
PLAN
BUTTON HEAD I
PAY LIMITS BOLT ( 10" LONG)
BUTTON HEAD BOLT ( 10" THRU RAIL AND
LONG) THRU RAIL AND POST WITH NUT
POST WITH NUT AND AND STD . WASHER
STD . WASHER "W" BEAM
RAIL
C \J_(:) , _ f„f
_ AV fi I c
= i Apc, cop I = i
> 5 ------1--,-- ,--:
I 1 CD ‹c
N.
CO
_ \ SHORT WOOD BREAKAWAY POST \ T = W-BEAM MIDSPAN I H J
�� —� (SEE SHEET 6 OF 8) N o PANEL SPLICE
H _/ / _ STD . LINE POST7
w Q Q
J cc
r -i - - - - GROUND ' y I Q
D LEVEL A o Cl)
m
II H = J Z
r o
Z H 11
Cn 1-1
cD i i Q
i i
_ I w
>
STEEL TUBE
r � a 3/I—I4 "x7%2" BOLTS
r z WITH 2 WASHERS STEEL LINE
POSTS I Q
> QTY . 2 0
, , „ ,
..,,,, ,,, , i I I o Li_
o71 ", < <
0
Z ELEVATION (.5
TRAILING END UNIT ASSEMBLY
A . T . - 1 SYSTEM
SHEET OF SHEET OF
`. �;•oF F S S/04/.. A-:
`� 9 ' CONTRACTS STANDARDS
• SEAL •
022966 AND DEVELOPMENT UNIT
:���0� FNG1NE��•r�,��: Office 919-707-6950 FAX [phone]
A . T . - 1 SYSTEM
ORIGINAL BY : DATE :
MODIFIED BY : DATE :
DOCUMENT NOT CONSIDERED FINAL CHECKED BY : DATE :
UNLESS ALL SIGNATURES COMPLETED FILE SPEC . :

COMPUTED BY:SGM DATE: 6/27/2019 PROJECT NO. SHEET NO.
CHECKED BY:JLT DATE:7/1/2019 17BP.14.R.205 3B-1
STATE OF NORTH CAROLINA
STU[MMA\RY OF EARTHWORK PAVEMENT REMOVAL SUMMARY
IN CUBIC YARDS IN SQUARE YARDS
Note: Approximate quantities only. Unclassified SURVEY LOCATION ASPHALT ASPHALT CONCRETE CONCRETE
Station Station Uncl. Embank. Borrow Waste Excavation, Borrow Excavation, Fine Grading, Clearing and LINE Station Station LT/RT/CL REMOVAL BREAKUP REMOVAL BREAKUP
Excay. +% Grubbing, and Removal of Existing Pavement will be paid
-L- 14+00.00 -L-18+00.00 529 804 275 for at the contract lump sum price for grading. -L- 14+65 16+91 LT 220.79
-L- 16+27 16+75 CL 82.37
TOTALS: 529 804 275 0
WASTE IN LIEU OF BORROW
PROJECT TOTALS: 529 804 275 0
EST.5%TO REPLACE TOP SOIL ON BORROW PIT 14 TOTAL: 303.16
GRAND TOTALS: 529 804 289 SAY: 310
SAY: 590 320
EST. DDE= 175 CUBIC YARDS
UNDERCUT= EST.450 CY
SELECT GRANULAR MATERIAL: EST.400 CY
GEOTEXTILE FOR SOIL STABILIZATION: EST. 900 SY
CLASS IV SUBGRADE STABILIZATION: EST. 200 TONS
SHALLOW UNDERCUT: EST. 100 CY
GEOTEXTILE FOR PAVEMENT STABILIZATION: EST.500 SY
"N"=DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL
TOTAL SHOULDER WIDTH=DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
FLARE LENGTH=DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.W=TOTAL T T
G=GATING VIM ACTT ATTENUATOR TYPE IDTH OF FLARE FROM I350NG OF TAPER TO END OF GUARDRAIL. GUARDRAIL SUMMARY
NG=NON-GATING IMPACT ATTENUATOR TYPE 350 IN FEET
LENGTH WARRANT POINT "N" DIST. TOTAL FLAIR LENGTH W ANCHORS IMP.ATTEN.TYPE REMOVE &RESET
LINE SHOP CURVED DOUBLE FACED APPR. TRAIL. FROM SHLDR APPR. TRAIL. APPR. TRAIL. GREU III 350 REMOVE EXISTING EXISTING REMARKS
BEG.STA. END STA. LOC. STRAIGHT END END E.O.L. WIDTH END END END END III TL-2 AT-1 SC EA G NG GUARDRAIL GUARDRAIL
-L- 15+68.80 17+50.05 LT 125.00 56.25 16+44.69 4' 7' 1 1
-L- 14+50.00 17+00.00 RT 250.00 15+83.40 4' 7' 2
SUB-TOTALS 375.00 56.25 3 1
LESS ANCHOR DEDUCTIONS
GREU TL-2 3@25.00 ft 75.00
AT-1 1@6.25 ft 6.25
ANCHOR TOTALS 75.00 6.25
GRAND-TOTALS 300.00 50.00 3 1
SAY 312.5 50 3 1
ADDITIONAL GUARDRAIL POSTS=5 EA
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. COMPUTED BY:Zachary J.Richard, PE DATE: 10/12/2018
See "Standard Specifications For Roads and Structures, Section 300-5". CHECKED BY: David B.Petty DATE: 8/14/2019
LIST OF PIPES, END WALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
z z ENDWALLS w r r m M - „ o z ABBREVIATIONS
STATION (DO Poz ~ ¢ aE JO Vm � ~ Jo
DRAINAGE PIPE C.S.PIPE R.C.PIPE R.C.PIPE w Cl) STD.838.01 a LL o o = c� + o z z w N o ti C.B. CATCH BASIN
z z J (RCP,CSP,CAAP,HDPE,or PVC) CLASS III CLASS IV ci ci 838.11 OR 'o o y t " o co a oo F w ov co CoI- N.D.I. NARROW DROP INLET
z o 0 o v O O STD.838.80 co W o DROP INLET
a w w c0i (UNLESS NOTED FRAME,GRATES, a
ce > > Q Q OTHERWISE) LIN. v7 F- G.D.I.
O 1- IL w w U H Ce o AND HOOD ce O c ci GRATED(NARROW SLOT)
ET
w 1- 1- w FT. 0 c- 0 G.D.I.(N.S.)
re F p > > p 0 0 CO Co - U U J.B JUNCTION BOX
STANDARD 840.03
`" '' z_ z CO, a a a w 0 0 0 Lu m M.H. MANHOLE
SIZE o 12" 15" 18" 24" 30" 36" 42" 48" 0 co < = 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" ti 1- w w CU.YARDS ,� o w J T.B.D.I. TRAFFIC BEARING DROP INLET
cw y w w J > j a a 0 A B o 1- LL a_ 0 z TRAFFIC BEARING JUNCTION
o > > N N J J a a = - i a co T.B.J.B. BOX
o > > 2.> > z Z I- g
0 0 ~ ~ w V V Q o c Z Co J 0 J >
THICKNESS z z z 0 aaa0p = co J a Lu 0- LL m J 0
0 0 • 0 o TYPE OF GRATE m >_ `�? o m
OR GAUGE o 0 Ci 0 o 0 o 0 0 0000 a a ¢ z w o z = F z otf 0 Lii
Ce I- o 0 0 0 0 o d Ce Ce rnci Cl) w ¢ > cn a 0 - _�; Li
LL d 0 c o 0 0• 0 pi 1- p 0 O c z z a REMARKS
if) w a Brio o ¢ ci E F G o cai o c� � 00 00 a
-L-15+36 LT 0401 1558.0 1 1 1
•
0401 0402 1554.5 1552.5 1 60 X X 82
TOTALS 60 1 1 1 82
COMPUTED BY:Zachary J.Richard,PE DATE: 8/14/2019
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. CHECKED BY: David B.Petty DATE: 8/14/2019
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 54 INCHES & OVER)
J
REINFORCED w g
ENDWALLS FRAMES, woo ABBREVIATIONS
STATION GRATES& z y C.B. CATCH BASIN
z z DRAINAGE PIPE z w cn co o
J o z o o a (RCP, C.S.PIPE STRUCTURAL PLATE PIPE �„ HOOD o g y z z N.D.I. NARROW DROP INLET
0 z O � CSP,CARP,HDPE,or PVC) w 0 O w
w � a aSTANDARD � � N p D.I. DROP INLET
O > w > ct F 840.03 w w y CO G.D.I. GRATED DROP INLET
I= I- J w w 0 0 U' co °s > G.D.I.(N.S.) GRATED DROP INLET
Ce 0 w F F w ce N 0 0 0 c..i
0 a c z z (NARROW SLOT)
0 z J.B.
J I- O Lu j J N v 0 0 N .
z ti F- z z CO co w w o -I II- M.H. JUNCTION BOX
SIZE 54" 60" 66" 72" 78" 84" 54" 60" 66" 72" 60" 66" 72" z o TYPE OF J J cc cc m z T.B.D.I. MANHOLE
Q w w w cc J T.B.J.B. TRAFFIC BEARING DROP INLET
UO 0 c-i 01 co c GRATE z 0 J J J > TRAFFIC BEARING JUNCTION BOX
JZ J
ce cocoo W w W W 0
THICKNESS SHOP U Z } o z = 00 y N N N 00 w
0 o ELON- _ = 0 0 cn a 0 z 0 d cs d Li w
OR GAUGE u_ ~ co co co co co co co co co 0) CO m m o a = zcu
o Co Co Co Co Co) Co Co 12 10 12 10 12 10 a E F G a w o 0 0 0 o REMARKS
M 0 o o 0 ce z 0 z 0 0 a
-L-16+62 CL ECO1 30 for short duration in temp channel change
l l l only as directed by the Resident Engineer
TOTALS 30 1

COMPUTED BY: DATE: August 1, 2019 PROJECT NO. SHEET NO.
CHECKED BY: Shane Clark, PE DATE: August 1, 2019 (5- 15- 18) 17BP.14.R.205(SF-190182) 3G-1
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
SUMMARY O]F SIU[]BSIU[R]FA\C]E 'DRAINAGE SUMMARY O]F AGGREGATE 5IU[]BGRA\]D]E/STA\]B][]L][LA\T][ON
Aggregate Aggregate Class IV Geotextile for Class IV
Location Drain Type* Thickness Shallow Stabilizer
LINE Station Station LF LT/RT/CL UD/BD/SD LINE Station Station Type* INCHES Undercut Subgrade Soil Aggregate Aggregate
ASU(1/2)/ Stabilization Stabilization Stabilization
AST [$ for CY TONS SY TONS TONS
ASU(2)]
CONTINGENCY SD 200
CONTINGENCY ASU 18 100 200 200
TOTAL LF: 200
TOTAL CY/TONS/SY: 100 200** 200** 0 0
*UD = Underdrain
*BD = Blind Drain *ASU(1/2) = Aggregate Subgrade (Type 1 or 2)
*SD = Subsurface Drain *AST = Aggregate Stabilization
**Total tons of "Class IV Subgrade Stabilization" and total square yards of "Geotextile for Soil Stabilization" are only the estimated
quantities for ASU(1/2)/AST and may only represent a portion of the subgrade stabilization and geotextile quantities shown in the Item
Sheets of the Proposal.

o- `„ 3�"w I PROJECT REFERENCE NO. SHEET NO.
-L- CURVE DATA p -L- PT 19+24.32 \2\0
" N a3 a�' CHEROKEE COUNTY /7BP./4•R.205 4
PI Sta 13+59.30 PI Sta 15+75.14 PI Sto 17+98.03 -L- PRC 16+63.86 -L- PC 19+69.98 N oo•p5'23 E - BRIDGE #190182
33.W 63.62 R'W SHEET NO.
A = 2°03' 46.2" (RT) 0 = 79°00' 27.6" (RT) A = 33°55' 01.8" (LT) S S 17°00 :3" W 09°09 q ROADWAY DESIGN HYDRAULICS
D = 28°38' 52.4" D = 35°48' 35.5" D = I3 0/ 18.4 3„SSOS. FLOODPLAIN BENCH A9'3l 116.19' N q8g ENGINEER ENGINEER
L = 7.20' L = 220.63' L = 260.47' /0392 w LINED WITH COIR FIBER S 60g�6
MATTING (TYP.) ♦�1n11111111 ��nnn►
T = 3.60' T = /3/.9r T = 134.17' EST. TOTAL COIR FIBER 03 MTL �- A ALLAN COBOURNH•�ARO� ��%♦♦,`,, CAROl
R = 200.00' R = 160.00' R = 440.00' ,p MATTING=25 SY 'A DB 1573 PG 1023 :*().::::%.;•C
••••ES'S•/•• '.4/1;: \ •' • •... /4,'.
CARPORT m u; OSE = 004 SE = NC psi MARYL. MANN PRTANKNE // Q� : - �. ES$•/Q9 9PDB1512PG53 / 9 O •. i
J
DS = 30 MPH �/9 / -L- PT 20+67 0/ SEAL SEAL
LANDSCAPE / -
DS = 25 MPH LATERAL 'V' DITCH GRAVEL ' S WD / /� 35018 038697
SEE DETAIL D ( "2 RAMP/ / ►
S 94p�, ,% HEAT �� C W ��/ // �-- i.,i ✓'... I NE��� ,�� �i,Q•'c (' I NEF�`•. ,���
DETAIL A DETAIL B CLASS I RIP RAP (TYP.) S> 39. I PUMP „ \ /�--� �iiMY �,•1 �•O ''•��O••'•••Q ' s♦`
;82- _ i� ♦ ►►u uv ♦♦
LATERAL 'V' DITCH EST. TOTAL 50 TONS �. p \� GR ►►►►��►���♦ ►► ♦♦
SPECIAL CUT DITCH -5> \SF r\P
(Not to Scale) (Not to Scale) `S/ APPRO MATE LOCATION 1
Front STANDARD 'V' DITCH ` �02 ^ s
OF SE"TIC TANK WITHBST cp i
a< Ditch b SEE DETAIL C 9�\ �, J` ��, h /LIFT PUM• AND DRAIN FIELD I t-(7n-= n C DOCUMENT NOT CONSIDERED FINAL
Natural �'1gt Slope Natural F;II ����O' 75'..
66' i' O� /m LIFT w � ..2v;X j UNLESS ALL SIGNATURES COMPLETED
Ground 2•/ F\a�; Ground ?7� :\ 50:1 Slope �$ p°> PUMP ' 1 , RR TIE �pD p 02 0� IP -� cD ` RETAINING p\\- ��- /Min. D= 1 Ft. Min. D= 1 Ft. lI �i p lB }c-7/ / 12" ROCK
WALLb= Varies (see xsc) KENNETH RONALD PY NT So• r �� �P
WALL
-L- STA. 17+00 TO 17+50 RT pj 33 E CONC E
-L- STA. 15+77 TO STA. 17+00 RT DB 1441 PG 118 ••; 996* ��•9p9 5 ►q'� 30 �� 83 00 0 64'% i
SIDEWALK * ' ��
EST DDE=35 CY s ��:.��56• 3' WD +60.00 W0 • DI +00.00 LANDSCAPE / �': •
/ BEGIN FDPS +18.00 -°� 54.00' 40.00' GRAVEL * C-
DETAIL C DETAIL D CLASS B RIPRAP -L- STA. 15+63.70 53.00' z o • 09I , +63.86 END FDPS Or
�.� S\ ���
STANDARD 'V' DITCH 5 TONS, 14 SY GEO :31b,
' GA 40.00' 50 40 G�/ ,• -_ Ak00 / i $ 2
TAPER -L- STA. 17+90.35 O / i
( Scale) w +70.00 �.1 f� +85.00 EXIST / . NA�
LATERAL 'V' DITCH Q �UN� 'y' + +00.00 R i +� 'A
Not to �� j �/(Not to Scale) S 09°45'14" W S 17.36'10" W �Q 5 .4 0' 40.00' N� ' /.a•• -�►� 50.00' ETO EX. ' �y /g�U, A /b 85.2243.09' GR /s ' ♦ �, ' * -U l ; \P�� GR/
Natural 1_ Natural ' i S 2j3 \ AIR%)
� ,� P •� 1 •� �,►�� �1►1r•�'�Qa_ RZ ig /Ground 1• 1 Ground Natural \ 0t� �� . �� �'�;!iv���� O
D Fill W \\ �� 1� •n� / i�A 444 �A' %�� Q o / / /
7 �' 3 50:1 �7 7 ��/'ii• / � l
D Ground �c I 3 Slope c r���7= �u ►!t�0 o •t•� Ii t� LI�,� , :�
��FR OCOC- k-rA- 4
00'.0 .: -1-%‘4FIAIR/fr/.IRii'' 1/MI = :i"'- 0 9 0 i G R�. / / /
r - a__ A ( .
Min. D= 1 Ft. h• A '� •I r `.:i- _ _ o a $ 4 " / IMin. D=1 Ft. \ / �! rJ / X
b= 2 Ft. PROPOSED ASPHALT DRIVE \ �80 ': �� 1�+ W SO / /
-L- STA. 15+83 TO 16+34 LT GR 11. ,RMWMIMV• • I_�t L- 1 1
EST DDE=20 CY +26.00 . R , �� s '
-L- STA. 16+46 TO STA. 18+00 LT 50.00' ���� . � B r # / / / /
EST DDE-65 CY w �`� ��.r REM.�-• ��_ ► 1111
/ WILLIAM T. MIZE
3 +00.04♦�c,I;'-- " - �`,. Ex. wW / / �. / /�a DB II7IPG 676 /
35.83' F �- �, HEAD W LL ���// w �� +00.00 / �o �'
c+
h� ,� ���6p,jj:7,7 G y / � � ROCK �!G/ .i ��P' 40.00' ` cam /�ti
+21.00
_ _ / �� ��'��/ QQ� ' 40.00' END FDPS / /
PC 4+4 0 00'3 o�� -L- STA. 17+36.48 / /
.� +50.00 r.' / l% 'D G -L- ST . 6+19.12 / /
0 ` , SPECIAL CUT DITCH / /
9 5q5� 80.00' ' �, #4, V t 40.00'+63.86
SEE DETAIL A / / END PROJECT
/
S\ Oq1 Sp O ,• +90.00LATERAL 'V' DITCH / /
67.00'
ft iSEE DETAIL B 17BP.14.R.205
N ` +34.01 PROP. EXCAVATION (TYP) / / - -
0 �, ►� / 40.00' EST. TOTAL DDE=55 CY L STA 18 + 00.00
z Vi"
�Q e BEGIN FDPS
O ( tr? i , J
+43.2 L STA. 14+00.46
N �� a RAYMOND COSTELLO 6 0 \ir ,
w s 25\25 a -L- PT 13+62.90 DB 1562 PG 240 to �lif 40.00 � 04
END OF LINE
1/ PER USIC LOCATES THOMAS EDWARD BENNETT
-L- PC 13+55.70 +oo.00 �" o +oo.00 ,
30.00' .► 4 o 4� 40.00' DB 1403 PG 270
+00.00 r 0; _3 m
EX. RNd ,., _' i ; 4 FOR STRUCTURE PLANS, SEE SHEET C-1 THRU C-5
/
•. / EX°RIWci BEGIN PROJECT NOTE: GUARDRAIL OVER CULVERT WILL REQUIRE A
: * //
17BP.14.R.205
MOMENT SLAB. (SEE RSD 862 .03 (SHEET 7 OF 7) AND
-L- STA 14 + 00.00 STRUCTURE PLANS FOR DETAILS)
I . /// dr /
CULVERT HYDRAULIC DATA
DESIGN DISCHARGE = 520 CFS
DESIGN FREQUENCY = 25 YRS
DESIGN HW ELEVATION = /555.9 FT
BASE DISCHARGE = 750 CFS
1 ,600 - - BASE FREQUENCY = 100 YRS 1 ,600
......-..� BEGIN GRAD; I BASE HW ELEVATION = 1557.2 FT
N -L- STA.14 o u
��``, CLEW 1,575 ��� OVERTOPPING DISCHARGE = 600 CFS
CA_ -L- STA. 16 - 19.12 OVERTOPPING FREQUENCY= 50+/- YRS
C 1 ,590 �� rRO . 1 Ca �0'-11" SC N 6'-V' RISE OVERTOPPING ELEVATION = 1556.5z FT 1 ,590
-0 ALUMINUM U M BOX C �E R OVERTOPPING ELEVATION OCCURS
AT -L- STAI6+80
C . , 1; ROP. GRADE= :556.
r
L _ '' 0 i KE -127°
1 580 VC = Ti I END GRADE 1 580
'co ``� K -/ _ _ I -L- S'I A.W+UODU '
��1 �\ DS Z M ELEV.1,555
cr "I = /5+66 I
-21 �T•S,'0 ,, a = 1,557_
L 1 ,570 v' _ /30' I 1 ,570
- r /( = II I PI 17 r••00
Di
■mc� pfl = MN EL = 1 5.36'
II VC = •t
o 1=XISTING RIDuE
cc
1 560
�► I TO BE REOV=D IK = �5
NDS = AIPH 1 ,560
c
BACI�r1LL"iU qL�L HEIZ,HI I° ?�a- `cr .r• tl,- - q� , �,��__��...
WITH !NATIVE MATERIAL © o Ak ¢ 0 6�/0 __�__, �U•JVIIVf
° START LA�ERAL V QI�CH _ -� _�T� _ _ .
1 550 � :4 -
a.bi��, ,.,.Tit)O.3% (+�o.3�i� 1 ,550
1 STA. T3 +P PPR X WAIFR SUR Ft,CF -
ci
EL = 1554.Om' E_EVAION ON DAT: OF END -LATERAL V DITCH
S,T_ VISIT (92V18) =1550.0 L STA. 1$+00 LT
START LATERAL V DITCH LOW FLOW CHANNEL EL = 15L9.90'
1 ,540 L STA. " 5 +83 LT 1 540
E_ = 1552.50' II SPECIAL CLT DITCH 1
• END LATERAL V DITC ..- STA. 1� +50 RT
0c -L- STA. 16+34 LT 1553.00'
EL = 1550.50' , D , , I I DITCH
5 1 ,530 START LATERAL V D TC " A' I . ' C ° L CUT DITCH
1±1 > -L- STA. 16+46 LT -,- SA. 1i 1C0 R-
0o : EL = 1549.44' E I - 1552. 6'
0
10 11 12 13 14 15 16 17 18 19 20
wz '•
cox

.,ST
•l:. ,I� \•// 'I N SI \• ` •l:_ 1•� (I) - -- N A SHEET NO.
- - — - F - i W s INDEX OF SHEETS IMP-1
• N •
SHEET NO . TITLE
TMP - 1 TITLE SHEET VICINITY MAP AND INDEX OF SHEETS 14,1
TRANSPORTATION MANAGEMENT PLAN TMP - 1A LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS qt4
AND LEGEND !NI
TMP - 1B TRANSPORTATION OPERATIONS PLAN : (MANAGEMENTCHEROKEE COUNTY •
STRATEGIES , GENERAL NOTES , AND LOCAL NOTES)
TMP - 1C SPECIAL SIGN DESIGN 1.144
BRIDGE #190182 •
TMP - 2 PHASE 1 AND PHASING
TMP - 3 OFFSITE DETOUR ROUTE AND BARRICADE PLACEMENT
g:1:1
1101
116114141111tair 11.44114644 PIC1
111111.61161IN AIWA 404 t%%%
Wil"lir
•
VW C:__ !
a' , NA A H A L A
' A T . C.1)
294
Li N 1 Q
ilBeave Suit FOREST/
T• i
lid....,,,' Ak
oh
%Ivra, 1401
Bi c
e sO 4
PROJECT I/411309
LOCATION Beech
1308momi
1111
1130
294 1303
5 11011,)
"" 1127 , 1165
I
,‘
1128 Letitia
1130 '
00
a) ''' t /
Iiii.
,,
. .
_, r 64
r 74
o1— Illillik 1123 1124 �
a Ay-
60
u
�V N,i„pe
TI 1LH
u \ \ \_/--- \L
=/ NOTTELY
I
VICINITY L,
MAP
L
~_7 OFFSITE DETOUR
CV
O
rn NCDOT CONTACT INFORMATION:
N Phone: [phone]
ADAM DOCKERY
Bridge Program Manager DOCUMENT NOT CONSIDERED FINAL
Division 14 Bridge Management UNLESS ALL SIGNATURES COMPLETED
P OF N P 1
A S,O? NORTH HcGy APPROVED:
o 1 a - PLAN PREPARED FOR N.C.D.O.T. B Y: ` o 4,
- "� a �> Q�T �� DATE: ,o����i CA�rr,1
,E..../, ..
1.
o \a ° _erAl
TGS ENGINEERS JIMMY TERRY PE Z ���%� 9�':`� "��T =1S 804—C N. LAFAYETTE ST PROJECT ENGINEER o o _ • SEAL
ENGINEERS
J SHELBY, NC 28150 SANDRA MELVIN O ` 35018
> E DESIGN ENGINEER 0 �� . �• �.
*mi—> \ Evoww
PH 704 476-0003
. VG I Nt •-.
00 F WORK ZONE SAFETY & MOBILITY CORP. LICENSE NO. : C-0275 ZOHr of TRPNSP C•O � �r�,,�;��`,,
�z N "from the MOUNTAINS to the COAST"
7'RAFF�

1 r
Cherokee County PROJ. REFERENCE NO. SHEET NO.
Bridge #190182 , 17BP . 14 . R . 205 TMP - 1 A
S TGS ENGINEERS
ENGINEERS 804-C N. LAFAYETTE ST
SHELBY, NC 28150
rip PH [phone]
CORP. LICENSE NO.: C-0275
ROADWAY STANDARD DRA WINGS LEGEND
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
PROJECT SERVICES UNIT - N . C . DEPARTMENT OF TRANSPORTATION - RALEIGH , N . C . , GENERAL TRAFFIC CONTROL DEVICES
DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY 411m DIRECTION OF TRAFFIC FLOW nnunino
BARRICADE (TYPE III )
ARE CONSIDERED A PART OF THESE PLANS : onnsma
-4.X4w- DIRECTION OF PEDESTRIAN TRAFFIC FLOW CONE
STD . NO . TITLE - EXIST . PVMT . • DRUM SKINNY DRUM 0 TUBULAR MARKER
NORTH ARROW r TEMPORARY CRASH CUSHION
PROPOSED PVMT . FLASHING ARROW BOARD
1101 . 01 WORK ZONE ADVANCE WARNING SIGNS
1101 . 02 TEMPORARY LANE CLOSURES TEMP . SHORING ( LOCATION PURPOSES ONLY) FLAGGER
1101 . 03 TEMPORARY ROAD CLOSURES 1101 . 11 TRAFFIC CONTROL DESIGN TABLES LAW ENFORCEMENT
1110 . 01 STATIONARY WORK ZONE SIGNS WORK AREA =,
1110 . 02 PORTABLE WORK ZONE SIGNS TRUCK MOUNTED ATTENUATOR (TMA)
1130 . 01 DRUMS
1135 . 01 CONES r4 < 11 CHANGEABLE MESSAGE SIGN
4 REMOVAL
1145 . 01 BARRICADES
1150 . 01 F LAGG E RS TEMPORARY SIGNING
1205 . 01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS SIGNALS id PORTABLE SIGN
1205 . 02 PAVEMENT MARKINGS - TWO - LANE AND MULTI - LANE ROADWAYS
1261 . 01 GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING ,,;,; T H STATIONARY SIGN
1261 . 02 GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNTING ;---; -
1262 . 01 GUARDRAIL END DELINEATION ; EXISTING PROPOSED TEMPORARY M p STATIONARY OR PORTABLE SIGN
p
PAVEMENT MARKINGS PAVEMENT MARKERS
EXISTING LINES CRYSTAL/CRYSTAL
TEMPORARY LINES LI CRYSTAL/RED
♦ YELLOW/YELLOW
0 PAVEMENT MARKING SYMBOLS
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0 0 E DOCUMENT NOT CONSIDERED FINAL F T R A F F
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om/ C

GENERALNOTES Cherokee County PROJ. REFERENCE NO. SHEET NO.
Bridge #190182 17BP . 14 . R . 205 TMP - 1 B
I ) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING E S 8o4-TGS ENGINEERS
TTE sT
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL SHELB NC 2810-
DRAWINGS STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE TO THE ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS . Tiik ' . co275, , . . -
TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED
OVERLAPPING OF DEVICES . MODIFICATION MAY INCLUDE : MOVING , PROVIDE SIGNING REQUIRED FOR THE OFF - SITE DETOUR ROUTE AS SHOWN
SUPPLEMENTING , COVERING , OR REMOVAL OF DEVICES AS DIRECTED BY THE IN THE TRAFFIC CONTROL PLANS .
ENGINEER .
J ) COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED
TO CLOSE THE ROAD WHEN ROAD CLOSURE IS NOT IN OPERATION .
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLANS COVER OR REMOVE ALL SIGNS REQUIRED FOR THE OFF - SITE
OR DIRECTED BY THE ENGINEER . DETOUR WHEN THE DETOUR IS NOT IN OPERATION .
LANE AND SHOULDER CLOSURE REQUIREMENTS K ) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
TRAFFIC PATTERN .
A) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO L ) INSTALL BLACK ON ORANGE "DIP" SIGNS (W8 - 2 ) AND / OR " BUMP " SIGNS
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER . (W8 - 1 ) 100FT IN ADVANCE OF THE UNEVEN AREA , OR AS DIRECTED BY THE
ENGINEER .
B ) WHEN PERSONNEL AND / OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN
OPEN TRAVEL LANE , CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY TRAFFIC CONTROL DEVICES
STANDARD DRAWING NO . 1101 . 04 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED . M ) PLACE TYPE III BARRICADES , WITH " ROAD CLOSED " SIGN R11 - 2
ATTACHED , OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY .
C ) WHEN PERSONNEL AND / OR EQUIPMENT ARE WORKING ON THE SHOULDER
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN PAVEMENT MARKINGS AND MARKERS
OPEN TRAVEL LANE , CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
STANDARD DRAWING NO . 1101 . 02 UNLESS THE WORK AREA IS PROTECTED BY N ) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE .
BARRIER OR GUARDRAIL .
0 ) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING
D ) WHEN PERSONNEL AND / OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL LINES .
OF AN UNDIVIDED OR DIVIDED FACILITY , CLOSE THE LANE ACCORDING TO
THE TRAFFIC CONTROL PLANS , ROADWAY STANDARD DRAWINGS , OR AS DIRECTED MANAGEMENT
BY THE ENGINEER . CONDUCT THE WORK SO THAT ALL PERSONNEL AND / OR STRATEGIES
EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE .
0
PAVEMENT EDGE DROP OFF REQUIREMENTS DURING CONSTRUCTION OF THE PROPOSED CULVERT , SR 1127 ( BELL HILL RD )
WILL BE CLOSED TO THROUGH TRAFFIC . SR 1127 ( BELL HILL RD ) TRAFFIC WILL
E ) BACKFILL AT A 6 : 1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING BE MAINTAINED ON THE FOLLOWING DETOUR : FROM SR 1130 ( SUNNY POINT RD ) TO
NC 294 TO US 74 / US 64 .
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN
0 EDGE OF PAVEMENT DROP - OFF AS FOLLOWS :
0
BACKFILL DROP - OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH
1(2
POSTED SPEED LIMITS LESS THAN 45 MPH .
BACKFILL WITH SUITABLE COMPACTED MATERIAL , AS APPROVED BY THE
ENGINEER , AT NO EXPENSE TO THE DEPARTMENT .
°
LOCAL NOTES
F ) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES
OF TRAFFIC FOR NOMINAL LIFTS OF 1 . 5 INCHES . INSTALL ADVANCE WARNING ACCESS TO ALL DRIVEWAYS AND SIDE STREETS MUST BE PROVIDED
LH
° " UNEVEN LANES " SIGNS (W8 - 11 ) 100 FT IN ADVANCE AND A MINIMUM AT ALL TIMES WITHIN THE PROJECT LIMITS .
OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA .
O
0 TRAFFIC PATTERN ALTERATIONS
0
G ) NOTIFY THE ENGINEER THIRTY ( 30 ) CALENDAR DAYS PRIOR TO ANY TRAFFIC
PATTERN ALTERATION . APPROVED: F
�•sN� CSnA1n111�j \�` NORr H
ca cs,1DATE � �SIGNING ° o• R �
• �
TRANSPORTATION
'•�� �9l' tr try v SEAL o ztz OPERATIONS
H ) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 35018 � o o
40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE %;••�!•"•.•••' ��•' �� PLAN
E ( 3 ) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION . o�F �F TR�\G
DOCUMENT NOT CONSIDERED FINAL
�0
z T R A F
UNLESS ALL SIGNATURES COMPLETED
Cox=

Cherokee County PROJ. REFERENCE NO. SHEET NO.
Bridge #190182 17BP . 14 . R . 205 TMP - 1 C
TGS TGS ENGINEERS
ENGINEERS 804-C N. LAFAYETTE ST
T PHE (70 ) 4 28150
PH [phone]
CORP_ LICENSE NO_: C-0275
SIGN NUMBER : DET- 1 BACKG COLOR : Orange DESIGN BY : PAS CHECKED BY : JLT JUNE 10 , 2019
TYPE : D COPY COLOR : Black PROJECT ID : 17BP . 14 . R . 205 LOCATION : DIV : 14
QUANTITY : SEE PLANS SYMBOL X Y WID HT
SIGN WIDTH : 3'-6"
HEIGHT : 2'-6"
TOTAL AREA: 8 . 8 Sq . Ft .
3' - 6 "
BORDER TYPE : FLUSH
RECESS : 0 . 375"
WIDTH : 0 . 625" 6 "
RADII : 1 . 5"
r►
NO . Z BARS : MAT'L : 0 . 063" ( 1 . 6 mm) ALUMINUM BELL HILL 6 C
0 . 080" (2 . 0 mm) ALUMINUM co
LENGTH : 0 . 125" (3 . 2 mm) ALUMINUM 6 "
N
USE NOTES : ROAD 6 "C
6 "
1 . Legend and border (except those that are colored black)
shall be direct applied Grade C sheeting .
2 . Background shall be Grade C reflective sheeting .
BORDER 3 . 4 " 35 . 2 " 3 . 4 "
R= 1 . 5 "
TH=0 . 625 "
IN=0 . 375 " Panel Style : R1 - 5R . ssi
M . U . T . C . D . : 2009 Edition
Spacing Factor is 1 unless specified otherwise
0
o LETTER POSITIONS
0_
Letter locations are panel edge to lower left corner Series/Size
g Text Length
N B E L L H I L L C 2000
00
0
3 . 4 7 . 8 11 . 9 15 . 8 18 . 8 24 . 8 29 . 5 31 . 7 35 . 6 35 . 2
C)
R 0 A D C 2000
0
0 12 . 7 17 21 . 2 25 . 9 16 . 6
C)
0
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FILENAME: Cherokee_190182_TC_TMP_01C(SD) NORTH CAROLINA D . O . T . SIGN DETAIL
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APPROVED: N OF N/
ONORTHDATE: �••���N'CAR \ o0 c�
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N DOCUMENT NOT CONSIDERED FINAL T R A F F G
cn UNLESS ALL SIGNATURES COMPLETED

NOTE : PROJ. REFERENCE NO. SHEET NO.
TEMPORARY 72 " PIPE MAY BE PLACED IN THE TEMPORARY DIVERSION I17BP . 14L205 TMP - 2
FOR CONSTRUCTION ACCESS TO THE BOX CULVERT FOR SHORT DURATION , FIGS TGS ENGINEERS
eaciaeeas g04—IC N_ LAFAYETTE ST
AS DIRECTED BY THE RESIDENT ENGINEER ■ r-'i-
SHELBY NC 28150
CORPH ICEN4S)E4 7N60
0:02-30 275
STEP 3 : — L — STA 15 + 75 + ! — STEP 4 :
�, — L — STA 16 ± 19 . 12
— L �- STA 15 + 75 + / —
TYPE III BARRICADES
W/ SIGN R11 - 2
\ \ \ \
\,
\� \` \\ \`
" - L - STA 18 + 00 "
PLACE 24 " DRIVEWAY \N
\` �\ \` -1 ---7
PIPE PRIOR TO CULVERT `CONSTRUCTION \ �\ \\ ),/ '
P; //
'\2i' I , i �i :11
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0 • / : ----
At Q` / 1 7 S /
Q� \S ►, 11 Q�' � \S
TYPE III / 'S9 7
J� �"" TYPE III BARRICADES / J�
BARRICADES - - /
W/ SIGN R11 2 5 W/ SIGN R11 2 ,/
/\ /
/c' TYPE III BARRICADES
W/ SIGN R1 1 - 2 / /
_E
■ / /,)
--6
L
PHASING . /
STEP 1 :
E INSTALL ALL ADVANCED WARNING SIGNS IN ACCORDANCE WITH NCDOT
STD DRAWING 1 101 . 01 , SHEET 3 OF 3 .
STEP 2 . ( SEE TMP - 2 & TMP - 3 )
— L — STA 14 + 00
INSTALL ALL DETOUR ROUTE SIGNS AND TYPE III BARRICADES IN
ACCORDANCE WITH NCDOT STD DRAWINGS 1101 . 03 , SHEETS 1 & 2 OF 9 ,
AND CLOSE SR 1127 ( BELL HILL RD ) TO TRAFFIC .
1
2
PLACE TRAFFIC ON DETOUR .
R1 1 - 2
STEP 3 : ( SEE TMP - 2 ) 48" x 30"
1(2
DEMOLISH AND REMOVE THE EXISTING BRIDGE OVER UT TO PERSIMMON CREEK . r , ROAD
0
CONSTRUCT THE NEW CULVERT AT - L - STA . 16+ 19 . 12 ON UT TO PERSIMMON CREEK .
CLOSED
t CONSTRUCT THE ROADWAY ON SR 1127 ( BELL HILL RD ) FROM - L - STA . 15+75± TO I
I
- L - STA . 18+00 . 00 UP TO BUT NOT INCLUDING THE FINAL LAYER OF SURFACE COURSE .
rl
`H STEP 4 : ( SEE TMP - 2 )
USING FLAGGERS AND TEMPORARY LANE CLOSURES ( NCDOT STD . DRAWING 1101 . 02 , SHEET 1 OF 14 )
CONSTRUCT THE FOLLOWING : TYPE III BARRICADE
- L - STA . 14+00 TO - L - STA 15+75± UP TO BUT NOT INCLUDING THE FINAL LAYER OF SURFACE COURSE .
E)
STEP 5 :
REMOVE BARRICADES AND SIGNS , AND OPEN SR 1127 ( BELL HILL RD ) TO TRAFFIC .
APPROVED: N O F Ni
STEP 6 :
��`c) NORT/� G
DATE: ,`� CAR .STD . 1101 . 02 , o °��
PLACE THE FINAL LAYER OF SURFACE COURSE AS FOLLOWS : ' :',k°� "9�': = PHASE I
° - L - STA 14+00 . 00 TO - L - STA 18+00 . 00 - SEAL = o
.� SEAL = 35018 _ � � o 0
c AND PHASING
USING FLAGGERS AND TEMPORARY LANE CLOSURES ( NCDOT STD DRAWING 1101 02 SHEET 1 OF 14 ) ';1',I;•• ... :1%t
o�0 ,,��1IIIIU��,,, O O F T R P\ Se GO
NE C) PLACE FINAL PAVEMENT MARKING FROM - L - STA 14+00 . 00 TO - L - STA 18+00 . 00 . "F T RAFFAG
z ( SEE PAVEMENT MARKING PLAN ) UNLESS
NOT CONSIDERED FINAL
750 (0,) ALL SIGNATURES COMPLETED
Oc x=

Cherokee County PROJ. REFERENCE NO. SHEET NO.
\/ Bridge #190182 1 7BP . 14 . R . 205 TMP - 3
rg00110011- ti)
i TGS ENGINEERS
SR 11930
ENl N 804—C N. LAFAYETTE ST
SHELBY, NC 28150
Ti' PH [phone]
8 I-- SR 1130 CORP. LICENSE NO.: C-0275
A 1309 -HA 6
-0I T
/ 294 o LoySTA . 15+75 +/ -
/
Iii:1 WORKZONEROADROAD ROAD
SUNNYD SEE TMP - 2 FO)11 .1 (4
1308 BARRICADES CLOSED CLOSED CLOSED
POINT RD c
+I \STA . 18+00 +/ - AHEAD 1000 FT 500 FT
6) ..
�� ,4radlik\ 294 W20 - 3 W20 - 3 W20 - 3
3 0 +I 48 x 48 48 x 48" 48 " x 48
9 , �
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4
SR 1 128 AHEAD AHEAD
/ W20 - 3 /' �W20 - 3 ►►
71700'±
48 x 48 48 x 48
112 8 Letitia 8
SR 1165 NEXT LEFT0 SP - 4L „ [ NEXT RIGHT 2" X
COUNTY MT. <00� �� 42 X 12 42" X 12SPR "
_I
RIDGE DR
11111
8 COUNTY MT 8
294 RIDGE DR
SEE INSET A 1 1
3 US 8 US674/ R11 -4
BELL HILL RD jpi
60" x 30"
-0 C-7) 1 ' ROAD CLOSED A
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1700 �I�00 > TO
0
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n •
M �� \ REFER TO ROADWAY STANDARD 1 DETOUR �M 48" x 18" 9
O G
64 DRAWING 1101 . 03 , SHEET 1 OF 9 A
› 74 294 FOR APPLICABLE NOTES . I I
TYPE III BARRICADE
cI R 1 1 -2
co o Q' 48" x 30"
Lm ����� ROAD A
°' 1 1 1� �1
0
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0
[ ' ROAD CLOSED
U 2 MILES AHEAD 1
BELL HILL BELL HILL END * SEE SHEET TMP - 1 C LOCAL TRAFFIC ONLY
O ROAD ROAD M4- 10R
L
GO
NIDETOUR'JM48
' * ' - ' * FOR SIGN DESIGN 7,.....,..,,,,
4$" x 18"
DETOUR DETOUR M4-8A �` �`o M4-8 24" x 18"
24" x 12" •- - 24" x 12"
0 BELL HILL TYPE ICADE
0
o M6- 1 M6- 1 ROAD
*
O 21 " x 15" * . 21 " x 15"
U
APPROVED: O F Ni
0 0 e
O DATE: Rp��i,�, \SOONORTH cq o"I'S• °,,� OFFSITE DETOUR
4/„ :o L = R TE AND
.( SEAL8 = m _0 0UO
-' EE�:�� ,.- �� BARRICADE PLACEMENT
O~ ,,,,� i►►t��,,, stir Ns °C.
O E O OF TRN
No DOCUMENT NOT CONSIDERED FINAL NF T R A F F`G
cn UNLESS ALL SIGNATURES COMPLETED

PROJECT NO. SHEET NO.
176P . 14 . R . 205 PMP - 1
147) STATE OF NORTH CAROLINA
APPROVED:
(::::) DEPARTMENT OF TRANSPORTATION DATE:
SEAL
;1114 PAVEMENT MARKING PLAN �;oFES•S /p...„ r...
,.
:,% q,•t „..
•
c
SEAL
35018
411% CHEROKEE COUNTY ,,e,1,4:,, )-..,...........
4...„
,....4 DOCUMENT NOT CONSIDERED FINAL
' 190182 OVER UT TO PERSIMMON CREEK ON SR 1127 (BELL HILL RD UNLESS ALL SIGNATURES COMPLETED
LOCATION: BRIDGE G � , �s TGS ENGINEERS
ENGINEER& 804—C N_ LAFAYETTE ST
® SHELBY, NC 28150
To CORP_PHLICENS(704)E 476NO-0003
CO275
I:4 r
[ GENERAL NOTES )
t`44 / ROADWAY STANDARD DRAWING
P%%%4 THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" - THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
PROJECT SERVICES UNIT - N . C . DEPARTMENT OF TRANSPORTATION - RALEIGH, N . C . , THE CONSTRUCTION PROJECT , EXCEPT WHEN OTHERWISE NOTED IN THE PLAN ,
DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE OR DIRECTED BY THE ENGINEER .
• • CONSIDERED A PART OF THESE PLANS :
L- 4! A) INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE AS FOLLOWS :
[74
STD . NO . TITLE
1205 . 01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS ROAD NAME MARKING MARKER
1205 . 02 PAVEMENT MARKINGS - TWO- LANE AND MULTILANE ROADWAYS SR 1127 BELL HILL RD PAINT NONE
CINNO, 1261 . 01 GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING
1261 . 02 GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNTING
ESL
1262 . 01 GUARDRAIL END DELINEATION B) PLACE TWO APPLICATIONS OF PAINT PAVEMENT MARKINGS ON THE FINAL WEARING
SURFACE . PLACE THE SECOND APPLICATION OF PAINT UPON SUFFICIENT DRYING
TIME OF THE FIRST .
-1111111i;:) C) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES .
‘ , J
NW; D) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS .
1
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SYMBOL DESCRIPTION
INDEX
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z PAINT (4" )
0 PMP - 1 PAVEMENT MARKING PLAN TITLE AND
L SCHEDULE SHEET PA WHITE EDGELINE
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c PMP -2 PAVEMENT MARKING DETAIL PI YELLOW DOUBLE CENTER
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o TIGSTGS ENGINEERSw
ENGINEERS 804—C N_ LAFAYETTE ST JIMMY TERRY, PE PROJECT ENGINEER p� �o
EL SHELBY, NC 28150 `'
olp PH (704) 476-0003 SANDRA MELVIN DESIGN TECHNICIAN * oQ�
��' CORP. LICENSE NO. : C-0275 �� TRRW2
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TIP NO. SHEET NO.
17BP.14.R.205 PMP-2
SEE SHEET PMP1 FOR FINAL PAVEMENT MARKING SCHEDULE APPROVED:
DATE:
SEAL
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
L TA i 8 + 0 0 il.T�� TGSENGINEERS
ENGINEER., 8O4—I N. LAFAYETTE ST
SHELBY, NC 28150
r
r PH [phone]
TIE TO EXIST ■ CORP. LICENSE NO.: C-0275
MARKINGS
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STATE STATE PROJECT REFERENCE NO. SHEET TOTAL
O r 1311 I
NO. SHEETS
:A' N.C.• 17BP.14.R.205 EC-1
NI 1150 %9L
\,) •\\\ �•\ \,) \ • STATE PROJ.NO. F.A.PROJ.NO. DESCRIPTION
1521:4 ---, ----
��JJ JJ�� �i N * I'& TH �/ \ JJ��
1310 17BP.14.R.205 N/A PE
17BP.14.R.205 N/A RNV & UTIL.
• 1151
_YVTSI * N S I 'tl H __ I( � `V 17BP.14.R.205 N/A CONST.
Iuui 1153 1•,...- 1308 11P\If 130• Q
NA
•fismkPliiiiiil ,
1130 EROSION AND SEDIMENT CONTROL MEASURES
PIS1130 ` ler 1307 P��� FOR ®�®��� ES d• Description S mbol
L* Y
1308 1630.03 Te porary Silt Ditc�n TSD
' ~�/IN
' _ 1127 294 1303 HI (
i
HW A
�) osIoN �) 1630.05 Temporary Dive]rsionn
113 1[ 4 TD
~� e� 116 1605.01 Temporary Silt Fence III III III
Ore / 130► 1606.01 Special Sediment Control Fence
0
n
1131 IL
Pecs - 112 7 1622.01 Temporary Ben°nnns and Slope Drains ~~
• •
1172 PROJECT130 a C, il
) ' 1630.02 Silt li,asin Type I:, ///
.'mot LOCATIONHI '1: K I)' C ) UNTY
1633.01 Temporary Rock Silt Check TypedA C.,.) ,, '
E--
. ..
..,�:� \ TeTemporary 'cock Silt CheckCheckType-A with,,L4 4
Matting
1114 .4 LOCATION: BRIDGE NO. 190182 OVER UT TO PERSIMMON CREEK Matting and Polyacrylamide (PAM) .)
/ ON SR 1127 (BELL HILL ROAD) 1633.02 Temporary Rock Silt Check Type-I., 10
VICINITY MAP waide ®nr Fiber Wattle SW
CFW
J Wattle/Coir Fiber Wattle
TYPE OF WORK: GRADING DRAINAGE PAVING AND STRUCTURE Temp a yacryla�nnte (PAM)
1634.01 Temporary ' ock Sediment Dam Type-A am
...._ 1634.02 Temporary Rock Sediment Dam Typep I:,-__Pilliall :D
e,,N124
*--- 1635.01 Rock Pipe Inlet Sediment Trap Type-A
/r � 1635.02 Rock Pipe Inlet Sediment Trap Type-It 0, (66)
� �✓/ /,� 1630.04 Staling Basin
- --y \ 1630.06 Special Stilling I�,asinn
%4 \
) (
` - Roc.i Innlea SeLimennt Trap:
sue \ ���� 1632.01 Type A
�O2 \ / 1632.02 Type I.,
B
ti Y,,
O \ ��
O �s / 1632.03 Type C C itili
/6% k(%.4- `-,' ( ce)
/ 30 // /�/ Skimmer I:,asinn ) cE
X Q 10 s?O‘r4 // / / / // Tiered Skimmer I�'>asinn
O �\ / / / / / )� \
O ��� \�� Sv.))i �� / / / // / Innfi]lfn°a�ionn Itasin
/ / / / / )
_�__\ - - BELL HILL R� / / /i
�\ �� L � I / / / THIS PROJECT CONTAINS
-L- STA. 14 + 00 . 00 �� /�/ / / / EROSION CONTROL PLANS
I -/ FOR CLEARING AND
/ /
BEGIN PROJECT SR 112 7 / / / / GRUBBING PHASE OF
/ / / CONSTRUCTION.
17BP . 14 . R. 205 c o , % %
,� / / / / •
/,,,:;, -L- STA. 16 + 19 +/- //
/ /
0 j ? e /
/
i, •k ,..._ ,"z -L- STA. 18 + 00 . 00
� O
J�
END PROJECT
2
, / I
N
, ,,, 17BP . 14 . R. 205
_o
Ol
2 i
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i ____L___'-' " 4*.
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CV •r...._ • r 1r Nr Nr 1c -N
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0- r104 GRAPHIC SCALE
Roadway Standard Drawings
C...) Prepared in the Office of: Reviewed In the Office of:
0
25 0 50 The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
s THESE EROSION AND SEDIMENT TGS ENGINEERS ROADSIDE ENVIRONMENTAL UNIT Unit- N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest
U 101
o CONTROL PLANS COMPLY WITH 804-C N. LAFAYETTE ST. 1 South Wilmington St. revison thereto are applicable to this project and by reference hereby are considered a part of
diL THE REGULATIONS SET FORTH these plans.
Eo
PLANS BY THE NCG-010000 GENERAL SHELBY, NC 28150 Raleigh, NC 27611
u1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A
o CONSTRUCTION PERMIT EFFECTIVE 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B
0
APRIL 1, 2019 AND ISSUED BY 2018 STANDARD SPECIFICATIONS 2018 STANDARD SPECIFICATIONS 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C
w THE NORTH CAROLINA DEPARTMENT 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A
o� OF ENVIRONMENTAL QUALITY 1622.01 Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B
DIVISION OF WATER RESOURCES. Designed by: Reviewed by: 1630.01 Riser Basin 1634.01 Temporary Rock Sediment Dam Type A
0.4 1630.02 Silt Basin Type B 1634.02 Temporary Rock Sediment Dam Type B
O 0 Andrew H. Cochrane PE 3015 Reid Whitehead CPESC 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A
o-Ns > > PE, 1630.04 Stilling Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B
N�o NAME LEVEL III CERTIFICATION NO. 1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle
1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing
o L 1631.01 Matting Installation
O J � J ` J ` J ` J ii
o. L

PROJECT REFERENCE NO. SHEET NO.
/7BP.14.R.205 EC—2
RNV SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
WATTLE DETAI L
NOTES :
O USE MINIMUM 12 IN . DIAMETER EXCELSIOR WATTLE .
SNP' . W301°1
USE 2 FT . WOODEN STAKES WITH A 2 IN . BY 2 IN . NOMINAL
CROSS SECTION .
ONLY INSTALL WATTLE ( S ) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED .
oio See Inset A
EDGE OF PAVEMENT INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH .
�♦�♦' %�_
`�� PROVIDE STAPLES MADE OF 0 . 125 IN . DIAMETER STEEL WIRE
EXCELSIOR WATTLE �•••�� •• � �, / FORMED INTO A U SHAPE NOT LESS THAN 12 " IN LENGTH .
, *S. 0 INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
� BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL .
MATTING INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
BACK STANDARD SPECIFICATIONS .
SLOPE
ISOMETRIC VIEW01
.•:�:�:�:�:�:�:�:�,
—
_i
2 ' ( MAX . ) 2 ' UPSLOPE 'STAKE NATURAL GROUNDSTAKES !TAPLES
-. .'i�i�i�i�i�i�i�.
INSET A INSET B
iii�i�i�i�i�i�i�i�i•��. .�iiiiiiiiiiii
�.............. .v ...........�
����i�i�i�i�i�i�i�i�i�i�i�'... 4,—A ��������������
+•'�+i+i�i+i+i+i�,►�i�i+i�i+i+ice. .�i+i+i+i�i+i^++i+i+i+i�i+i+i`��'
•
""�++++��. + ++`.' ++.�'
❖.❖.❖.A • \\ \
• ‘, 4 #1 : ,, qAs \ \\ \ \ \\
12" (M . )
�
MATTING ' �i�i0000
2 ' DOWNSLOPE
'�'�'�'�'�'�
STAKE UPSLOPE DOWNSLOPE
i ' i'
CROSS SECTION STAKE STAKE
............
............
VEE DITCH 1 4' °''°°:❖:❖:❖. •
♦♦♦1 ♦♦♦♦♦♦♦♦♦
2 IN . 2 ' UPSLOPE
VAR . ♦♦♦ :•s:❖:❖.♦♦♦♦♦♦♦♦♦
FLOW ♦♦♦ :%:%; ♦ ♦♦♦♦♦
♦♦ .,•,,•,,•.♦8♦i♦♦♦♦♦
STAKE NATURAL GROUND ♦♦♦♦♦/►�......� ♦♦♦♦♦♦♦
VA
�[1-7 ,
I11JP*
" J • 4q
• •; ;• ;• •;•;•;•;•;• ;• ;• ;•:�z• --:o. See Inset B MATTING
: Ak ..., )\ 21 (MI i��i �: 6' (MI )
MATTING 4 W f
2 ' DOWNSLOPE
CROSS SECTION STAKE / 7 // up._
TRAPEZOIDAL DITCH
TOP VIEW

PROJECT REFERENCE NO. SHEET NO.
17BP.14.R.205 EC-2A
R'W SHEET NO.
' A '
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
wITH
TEMPORARY ROCK SILT CHECK TYPE
\ EXCELSIOR MATTING AND POLYACRYLAMIDE ( PAM )
EXCELSIOR NOTES :
MATTING
FLOW
B II
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
orr ACCORDANCE WITH ROADWAY STANDARD DRAWING NO . 1633 . 01 .
SEDIMENT CONTROL STONE
. Ir:r?-c•�-- = �
-- 4-40.-trov•TeF.6,-:„*v
�'''ic• t: `°��' ' �'``' USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
--- 'tiy�O'4 ' '= '4--.*44**** k'''�'4'�'''�'-73-ftrittt;-:=:•44W4iii•::it-..-.4.47; MATTING SEC TIONvt:( *'f AT TOP AND BOTTOM WITH CLASS B STONE .
10,;Aft--so wil4tetws---_-:ott-frt.it 1=4,
A/� �0 ��'' � � � * '' 000 0o A PRIOR TO POLYACRYLAM I DE ( PAM ) APPLICATION , OBTAI N
DOD D o° ° O° � O ° ° O °
OD OIL �I1 OD OD O .
Cf ° ° ° ° '' ° ° °• ° ° IA SOIL SAMPLE FROM PRO JECT LOCATION , AND FROM OFFSITE
° O ° ° O ° O Cp �, O D ° O ° O ° ° O D ° O
0 � 0 � O(2 �O D o � O� ' o' ° Ov r)In4LPITED31 ANALYZE FOR APPROPRIATE PAM FLOCCULANT
D D O ° D O ° D O �, O D D O D O ° �� O ° D O °O ' O O9 O D D O DOO
° ° O ° 9 ,,, 9 '' � ° ° ° ° ° ° �� 6 ° ° � ° TO EACH ROCK SILT CHECK .
�o o 7O 0' , o o�0 Cl;, �o o�o
• ° ° O ° ° .• , O ° ° O , O D ° O ° ,
�� INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE ( PAM )
D �O O ° �O/ �O D 0 a
.o o� c�O�O � �� � TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
D O D 0 ° D 0 O 0
'•:0000 9ci, EVENT THAT EQUALS OR EXCEEDS 0 . 50 INCHES .
STRUCTURAL STONE o o O o �►
B —
PAM
( 4 OZ . )
PLAN
•
•• ... . ...•.•. ir. i
. \ Ab--1.- - \•
W,t•-•-• 411, yl.i•
46 - 411T, /
-Aip.„7
4,4 4,
INSET A
....„
` See Inset A
Ailiir ` CLASS B STONE
Q
- -
=
EXCELSIOR XCELSI ORWII MATTING2 / 3 CHANNEL •i 1 MIN _
WIDTH i 0 12- . -
- - . - - . � D H = 2 ' MIN D ooD \°o D D1 ' MIN weer - a.o � � 0eooO� a, . a• lc I — — -_ _ - - I -1 I -1 I - - \ TIE1111-11
4* „;
41.4400 0. -, . 7 ,
EXCELSIOR =1 I=1 I I=1 1 1= = = �=lliI-=_=1 I = = = =1 I I=1 I = 1-1111, 1111
MATTING SECTION B - B CLASS B STONE
SECTION A - A
\ 0 0 SCALH

DI
qyyT �q �RIIBP.l4R205 � EC-3
W 1�Il�LV OF HIGHWAYS
1 iil ll � OF 1V �14 ll �1 `V !il �� �1Li�1V !ilE�eiNEEx ENGINEERJ
SOIL S TABILIZA TION TIMEFRAMES
571 DF SCA/P / /ON Si AB// //A / /ON I /M/ I /M/ I RAMI I XC/ Fl IONS
PERIMETER DIKES , SWALES , DITCHES AND SLOPES 7 DAYS NONE
HIGH QUALITY WATER ( HOW ) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3 : 1 7 DAYS IF SLOPES ARE 10 ' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2 : 1 , 14 DAYS ARE ALLOWED .
SLOPES 3 : 1OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50 ' IN
LENGTH .
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4 : 1 14 DAYS NONE , EXCEPT FOR PERIMETERS AND HAW ZONES .

PROJECT REFERENCE NO. SHEET NO.
\ / Cherokee County /7BP°14.R.205 EC-4/CONST•4
'BURR-'\- Bridge #190182 R SHEET NO.
A�ANp �0\0'5'ta 20+19.17 �+ ROADWAY DESIGN HYDRAULICS
`�NpA ST AN CD A — 23°09' 55.7" (RT) ENGINEER ENGINEER
D = 23° 52' 23.7"
L = 97.04'
T = 49.19'
R = 240.00'
-L- CURVE DATA -L- PT /9+24.32
-L- PC 19+69.98 TGS ENGINEERS
PI Sta 13+59.30 PI Sta /5+75./4 PI Sta 17+98.03 -L- PRC /6+63.86 S
A = 2° 03' 46.2" (RT) 0 = 79° 00' 27.6" (RT) 0 = 33° 55' 0/.8" (LT) E N GE N s o4-c N. LAFAY ETT E sT
SHELBY, NC 28150
D = 28° 38' 52.4" D = 35° 48' 35.5" D = 13° OK 18.4" FLOODPLAIN BENCH
LINED WITH COIR FIBER p PH (704) 4 76-0003
L = 7.20' L = 220.63' L = 260.47' CORP_ LICENSE NO_: C-0275
MATTING (TYP.)
T = 3.60' T = 131.91' T = 134.17' EST. TOTAL COIR FIBER
R = 200.00' R = 160.00' R = 440.00' MATTING=25 SY 03 MTL ALLAN COBOURN
CARPORT
PROPOANE
SE = 0.04 SE = NC MARY L. MANN TANK /��
DS = 25 MPH DS = 30 MPH LANDSCAPE
-L- PT 20+67.0/
LATERAL 'V' DITCH GRAVEL dl WD / i
SEE DETAIL D , I it'o \A�/ // °11
DETAIL A DETAIL B CLASS I RIP RAP (TYP.) 1 c,� � ✓ // SI° $ 2
EST. TOTAL 50 TONS
ffj
SPECIAL CUT DITCH LATERAL 'V' DITCH �F'P SFD GR
(Not to Scale) (Not to Scale) w 1 m°' --
s� APPROX MATE LOCATION � ���
STANDARD V DITCH hi\ OF SEPTIC TANK WITH a I BST
O Front SEE DETAIL C "\'� •�' ,�<� IFT PUM' AND DRAIN FIELD I u_t j__—
Ditch b
Natural 1 b' Mgt Slope Natural �— Fill LIFT 0 / RR T I E *
Ground ?•I D FAO Ground ?•I D .y1 50:1 Slope PUMP' �, _ — RETAINING
A Min. D= 1 Ft. _ Min. D= 1 Ft. g �r• ,, '� I2' ROCK WALL ���� /
b= Varies (see XSC) KENNETH RONALD PY A NM, \ 't, J f/: -\-/ WALL
-L- STA. 17+00 TO 17+50 RT k
,� 6„ CONClie /
—L— SIDEWALK f
L STA. 15+77 TO STA. 17+00 RT Z-�' Nc • LANDSCAPE �� �'
EST DDE 35 CY S/ B • N FDPS • 3 WD WD DI
DETAIL C DETAIL D CLASS B RIPRA` -L- A. 15+63.70 ,'1 END FDPS GRAVEL ;G-'
�%�STANDARD V DITCH 50 R -L- STA. 17+90.35.�. R ; nLATERAL 'V' DITCH , .l + TAP T ?'Fv� �Ol� 1/ �/ %' o�� / 'yi
(Not to Scale) 5 TONS 14 SY GEO lirVilt47,
tr TOE �S N V \`' �� i �/"(Not to Scale)
Natural Natural \,� O ;,4{ - \4 1.1"rf
,�,�11,1�♦I► _•llinswornasir Sys .�.11 R IZ S� i
1 7'��V�'fa��i�;R+�_4- S \gam
Ground NaturalHv(
\ 1 ti �� t �'�� ��goo� o Ground \ • t� <b i'� '�j,,��� � . \\\\\\���\�:�:. �r�- `r
D Ground �C I� '3'• Slope v� \ m ��i _ �, i�� �i Qum b � 6A>%/�!'��r�!w�
�4 R D 1 p \ i ,� ram• ' Pt "L ��1�.����.0!�I� ii.:..1- ��l� :�
Min. D=1 Ft. --\ _ .� �, m
'P Min. D= 1 Ft. \ �`i:,►,�i` �yL�R / ' • _� —� o mow• ��'
b= 2 Ft. PROPO ED HA DR _ -
-L- STA. 15+83 TO 16+34 LT r ''N. GR���� � � ���� I / /
EST DDE=20 CY - / ,yD� ,_� i �� �/
L- STA. 16+46 TO STA. 18+00 LT �� "�= / m9
EST DDE=65 CY alp �'az i�y����- REM:71
�I% 1� ' •�►�- .���-- f �4� ,��
_ p-� itLLIAM T. MIZE
v�' . m I i:�-�!._ FaOTt' GREU T ifirr r 1‘
s *�•',dW'fa 01 "K1 ` HEAD WALL a41�� V 1 �. / '
;�,i.�A' - ROCK �!�i -� ,'
twi' .;111-$fr , , (
. 4,4 d o:,/,7 ‘,,,,,„ w-,.- : ' • /
L PC 14+43.23 ‘4A474 % Tel ;�ii Q •. -N;' 1 0 Orr - A V -L- .1=. 6 9 .- _
es, 4 END PROJECT
�i
��‘414-,!.,:!•,,?4,1,11 ". ► 17BP.14.R.205
,` IPRO' r 01 ��,, ;�11. y ( / —L— STA 18 + 00.00
RAYMOND COSTELLOi i
, ' � ' /��•
�� /
-L- PT /3+62.90 'j��, f/i! ��
L PC 13+55.70 11/04/1
� illy 4.,:.4 �: EDWARD BENNETT
_Ji luutil
,4:14� ( � � •• � BLUE� _ Q� m„ RIDGE MOUNTAIN / /
`,, �.�/4 ., r■ EMC
875 Main StStreet
',,,,,,,,I� I , ��(Im '. .
�� �� N PROJECT 28723Young Harris, G Eas
��""��� „ .14.R.205 (800) 292-64564 305826N1 It /\ i: 0
►� 1 STA 14 + 00.00 TELEPHONE
/ /
NICATI�I 84 ALLEN STREETONSill
�� aSYLVA, N.C, 28779
\t ,,I R
C13 1 - ili
, ,,
/ /
/ °o,�s 1 � I� �.,
6'��� if,
4 //5
9f .11
\1 m / /
'Pl Stali ' 7°:� �02/ . m�y ,.
/
of �x L = /1;" :' '� it
o T - °,� n
00° '`s, R i 1►II.11(I I' m�y�
00 J t m�y
'� / /
/11 / f 1 .v. 4'
4d ,i , .v/
i P--t• 1 te,
At /,, 4 /
it. (4ri if •
.1 /<:`'\(-1/7 ,i1-. ...
° / ,I
NOTE:
NOTE: CLEARING AND GRUBBING PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE — B
UTILIZE SPECIAL STILLING BASIN(S) AS EROSION CONTROL FOR AND TEMPORARY ROCK SILT CHECKS TYPE — A AT
STILLING BASIN WHERE APPLICABLE. CONSTRUCTION SHEET 4 DRAINAGE OUTLETS.

PROJECT REFERENCE NO. SHEET NO.
/7BP.14.R.205 EC-05/CONST.4
RAW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
CULVERT CONSTRUCTION SEQUENCE STA • 16 + 19 _ L_
1 . Close SR 1127 (Bell Hill Rd) to traffic as shown in traffic management plans. 5 . Install proposed 20'-11 " x 6'-l " Aluminum Box Culvert and any
2 . Install perimeter erosion control devices as shown on EC-04. necessary inlet/outlet improvements.
3 . Install impervious dikes and temporary channel change with liner, diverting flow. 6. Remove impervious dikes and temporary channel change with liner,
4. Remove existing bridge over UT to Persimmon Creek. allowing flow through proposed culvert.
8. Remove any remaining speciall stilling basin(s) and complete roadway construction .
v_'NuP, J I
\ n
$ 2p11
-L- PT /9+24.32 NP`D
—L— PRC /6+63.86 —L— PC /9+69.98
TEMPORARY 72" PIPE MAY BE PLACED IN THE TEMPORARY
FLOODPLAIN BENCH
DIVERSION FOR CONSTRUCTION ACCESS TO THE BOX CULVERT LINED WITH COIR FIBER
FOR SHORT DURATION, ONLY AS DIRECTED BY THE RESIDENT ENGINEER. MATTING (TYP.)
EST. TOTAL COIR FIBER 03 MTL ALLAN COBOURN
\ A1TING=25 SY
PROPOANE CARPORT
TANK �--
MARY L. MANN
LANDSCAPE *iv // ---
M
—L— PT 20+67.0/
PER I LATERAL 'V' DITCH GRAVEL 1 li
WD / /
DIKE
OUS SEE DETAIL D , I RAMP/ //
DETAIL A DETAIL B CLASS I RIP RAP (TYP.) 1 \ PUAT CONC w \ / /
PUMP ` / ,--
EST. TOTAL 50 TONS
SPECIAL CUT DITCH LATERAL 'V' DITCH ,,p SFO ' ' GR
(Not to Scale) (Not to Scale) APPROXIMATE LOCATION
STANDARD 'V' DITCH ��o BST —
o� Fr t b SEE DETAIL C 9\�0� �� Y PLACE ONE LAYER OF CLASS I RIP RAP Vi_
Natural p,'• et Slope Natural h- � Fill `S�'�F /off m ON GEOTEXTILE (EST. 40 TONS) RR TIE
Ground 21 D F\ Ground 2.1 D .),:N 50:1 Slope �,���
�� RETAINING \ o
Min. D= 1 Ft. Min. D= 1 Ft. 02 T �e� WALL
b= Varies (see XSC) KENNETH RONALD PY ANT Q��/ �� 2WALLK �/ /
-L- STA. 17+00 TO 17+50 RT l CONC * q % -
-L- STA. 15+77 TO STA. 17+00 RT k, '<�/ Arc S/DEwALANDSCAPE LK * �� /
EST DDE 35 CY Sj BEGIN FDPS ° �� 3 WI WD DIGRAVEL ,� /
D ETAI L C -L- STA. 15+63.70 pER FDPS
EL-DSTA. 17+90 35 �- `oo � �
STANDARD 'V' DITCH DETAIL D 5CTONS 14SS B SY 1PRAPGEO 'I 50' TA B /�1 = G / y�o 5 //�F EXISTS N �V r / i(Not to Scale) LATERAL V DITCH kU� �/ /'�� 71 TO * E� C' R A\ / / V�
Not to Scale ljtGIAP
5, �I;,� w \�' p.
a N �� fii:,,, oiH - mil E �BE cR /
Natural Natural r'R ► O <> P� 1 %imi /
Ground \ Ground Natural b H \ 40 .� �. W.1'0,0 157I.45' _�A /y ' _/i_ �112 S� / / /
Fill \ \ ct `0 �•�•, ii �: t l iG ,, \�i e �Vi'� ,- /
?1 D Ground 37 $1 50:1 \ , .� �T/..,�� �. 1�����I��,�' �' t�.ri �fs/,i .� C. i' / / / /
/C,I D Slope \ �.. ^� iI/ i�9\ ' i I ��j�i �`, / Ar .
W�GR CONC // � `N ` �r��•+�>/�/� '�1"�F.►��1-�7i����,'It � � O 9 O, o �G �Iv I / /
Min. D=1 Ft. Min. D= 1 Ft. — ALroluiplAirgi/A�i.,+Aolir�Ie , j /
b= 2 Ft. PROPOSED ASPHALT DRIVE \ 4417 %; _ !'r"=- %'—��' M—_ _ 'r�� �� I I / /
-L- STA. 15+83 TO 16+34 LT ��r— ��
EST DDE=20 CY �• GR* ,O ells o � / / /
/
�_._ _
-L- STA. 16+46 TO STA. 18+00 LT '�'��—���„_i�� / /
// \\ Q WILLIAM T. MIZE
EST DDE=65 CY (040I l'>3g �i1; �� REM• �� I�� \ '.r .+i t / / /
ik
iiiat H
s.4, F i / ,,V ROCK v *. �gilgf) a © +At,. -.0 ��
X lv.1O Vake j/4LA/P, / / °17,0 I
�, ,0 may, '1,' .,• .,/� I- t / l
-L- PC /4+43.23 0 . / •OE END FDPS / /
t<, ,� /0:401.0.- -L- STA. 17+DITCH /
i12
SPECIAL CUT DITCH / /
SEE DETAIL A / / END PROJECT
-1-SO C , it !." © LATERAL 'V' DITCH / /
4
�, / P PROP. EXCAVATION (TYP) SEE DETAIL B / / 17BP.14.R.2 05
@-)I ke y n !, �, ti EST. TOTAL DDE=55 CY -L STA 18 + OO.00
,�� BEGIN FDPS
�'' A -L- STA. 14+00.46
co
+ RAYMOND COSTELLO „o `y �1 i- @i• TEMPORARY CHANNEL CHANGE
—L— PT /3 62.90 k "� • , i �.� NDofLINEWITHGEOTEXTILE LINER
b� �' PE- USIC LOCATES THOMAS EDWARD BENNETT
—L— PC /3+55.70
(p o AIN
4i im//• IMPERVIOUS
DETAIL
t °' a� �� m DIKE BLUE RIDGE TEMPORARY CHANNEL
II / �' -' � GE MOUNTAIN 4'0(tyP) (Not to Scale)
I BEGIN PROJECT 28723Yo Main Scree r Eas Natural Natural
/
.'' , ~ (800) Harris, GQ Ground 2• 1 1 Ground
m 17 B P.14.R.2 05 292 6456 30582 1.0'min.
1 / m -L- STA 14 + 00.00 FRONTIERTECOMM NE/7P- GATIONS (tvp)
B GEOTEXTILE
84 ALLEN STREET
SYLVA, N.C. 28779 Type of Liner=Geotextile B=6 Ft. /
j Est. 630 SY Geotextile
r' Est.430 CY Excavation
1� i; -L- STA 15+52 TO 16+79
r Ni
• /
i . ;.
I.c
9r/ fZ/ °NS C°I r m
1d Z i
1 1
C 1 .i 1

PROJECT REFERENCE NO. SHEET NO.
\ / Cherokee County 17BP.14.R.205 EC-6/CONSTA
gU�RV-LL Bridge #190182 R SHEET NO.
A�ANp �Or�ta 20+19.17 �+ ROADWAY DESIGN HYDRAULICS
v_INOA ST AN 9\ A - 23° 09' 55.7" (RT) ENGINEER ENGINEER
D = 23° 52' 23.7"
L = 97.04'
T = 49.19'
R = 240.00'
INSTALL MATTING IN THE
PROPOSED DITCH LINE
-L- CURVE DATA -L- STA 15 + 83 TO 16 + 34 LT -L- PT 19+24.32
EST. 30 SY -L- PC 19+69.98
P1 Sta /3+59.30 P1 Sta /5+75./4 P1 Sta l7+98.03 -L- PRC l6+63.86 S TGS ENGINEERS
A = 2° 03' 46.2" (RT) A = 79° 00' 27.6" (RT) A = 33° 55/ 01.8" (LT) ENGI 804-C N_ LAFAYETTE ST
SHELBY, NC 28150
D = 28° 38' 52.4" D = 35° 48' 35.5" D = l3° 01' 18.4" FLOODPLAIN BENCH Ti'1
PH [phone]
L = 7.20' L = 220.63' L = 260.47' LINED WITH COIR FIBER CORP_ LICENSE NO.: C-0275
MATTING (TYP.)
T = 3.60' T = l3/.9/' T = 134.17' EST. TOTAL COIR FIBER
R = 200.00' R = 160.00' R = 440.00' MATTING=25 SY O3 ALLAN COBOURN
PROPOANE CARPORT
SE = 0.04 SE = NC For Slopes Excavated Greater Than 10 feet MARY L. MANN TANK /ice
DS = 25 MPH DS = 30 MPH Install Matting for Erosion Control on LANDSCAPE ', ® �� -L- PT 20+67.0/
Entire Slope as Work Allows. SEE DETAIL DITCH GRAVEL y� RAMP/� /�
,� I HEAT CJNC W I� / /� $ 2p11
DETAIL A DETAIL B CLESASS
TOTAL 50 TONS PUMP 1 ' / NAD
SPECIAL CUT DITCH LATERAL 'V' DITCH SFDG21 GR
(Not to Scale) (Not to Scale) �% 'APPROX LOCATION \ _ _
��
STANDARD 'V' DITCH �y BST
o< pith b SEE DETAIL C �1 \\ <�� /LIFT0Fpg:TIACNDTADNRKAIVNVITFI-IIELD
V-----
Ground ?. \a e< Slope Natural ��-� Fill ���`� PUMP" I
I * Ground ?• 50:1 /C m L F Trcr /
u RR TIE
D •J D 7. Slope �� Ql-��� ��- RETAINING
• Min. D= 1 Ft. • Min. D= 1 Ft. T WALL /
7/
b= Varies (see XSC) r'- d � 12" ROCK
KENNETH RONALD PY NT Q `ss \s WALL * ��
-L- STA. 17+00 TO 17+50 RT 6„ CONC q ------ ------
�/ �_�
-L- STA. 15+77 TO STA. 17+00 RT \ �� A� SIDEWALK .„Al �� f
�. / c ' LANDSCAPE �_
EST DDE=35 CY S/ BEGIN FDPS ' 1 3 WD wD DI GRAVEL '
DETAIL C DETAIL D CLASS B RIPRAP -L- STA. 15+63.70 END FDPS ° �l /J ,� � S ��� /
STANDARD 'V' DITCH 5 TONS, 14 SY GEO GAP,, 50, TAPER -L- STA. 17+90.35 � �� G�/ ,- 000 /
(Not to Scale) LATERAL V DITCHko ,•U• F 01 TO E)(1ST > �N� LL R \ / .- / ,>L
(Not to Scale) �/� . E �� /�L �,
Natural Natural b R� \ p` !` ► /�/` , ♦ 0/H r�i`, 'LEA l� GR
_Iv( � Q � 1 �. ��I1 1571,45' ���.��,�� ��_1•� /112 � ST i I / /
Ground rL1 Natural 3. \ \ 1 �,�-.le i " . ��� / • / ♦- /
? Ground ` 1 i •'.� r,,r . t ♦ %�s/ t' �� 1r o
D Ground I 3' 50:1 Fill �� \ w 7: ie 7� v� 11, 9 �►',�. �1 ► r� �..w.1♦ 0 �o� 1 / /
'c4.074 D Slope CONC�- \�// � `:��� � ^/ '; ►.j ���.�� � �. ....+� �a 0 9 p' i R / /
a . nr: mil' - /
Min. D=1 Ft. R Min. D= 1 Ft. --� \ 4.10.
� i',�� - -���II� �� � g 'T XS� 1 /b= 2 Ft. PROPOSED ASPHALT DRIVE �i � �� _ ��°. 'rr:: __ _ - �`� 0.
�,�
-L- STA. 15+83 TO 16+34 LT %� � �I f� Il l // //
EST DDE=20 CY -L- STA. 16+46 TO STA. 18+00 LT .� �'� I. / /
EST DDE=65 CY B\\ :,,�, �' REM• -� �� ONr +:�' _ / / / / WILLIAM T. MIZE
(040I , Lj': 8" , �I.. FaOT_' GR �.: - / / �., /��
:t:1'w� I HEAD WALL K1 M / C� /
X V� ���:��!� c tip _���#� ��.10
/ / �,O
-L- PC 14+43.23 1 4 ����� a /
�,�,���/� QQ�G END FDPS / /
t<., oP
, :•:t -L- STA. 17+36.48 / / / /
; .�-V -L- ST>. 6+19.12 SPECIAL CUT DITCH / /
/
re:11V4#
/ / END PROJECT
SEE DETAIL A
1-S0 C LATERAL / /SEE DETAIL B 17BP.14.R.205
cr PROP. EXCAVATION (TYP) / /
EST. TOTAL DDE=55 CY -L- STA 1 + OO.00 /
:EGINFDPS
- A.RAYMOND COSTELLO O ' m-L- PT /3+62.90 , 04
� • END OF LINE
it ) Z'
PER USIC LOCATEj in OMAS EDWARD BENNETT
-L- PC l3+55.70
I a co i� r m BLUE RIDGE
f ��� :':Vivit'.crD2e81T7C7H,
MOUNTAINBEGIN PROJECTImm28723YoMainetEasJ (800) 2r6456q 0582� ;' / 17BP.14.R.2051, ' m -L- STA 14 + 00.00 FRON TELHONE
m 8q CMUNICATIONS. //
SYLAq, STREET
1
N7
Place Matting for Erosion Control
r /
' (v 1.(-i on Slope as Work Allows.
i `v� ' -L- Sta. 14 + 50 to 15 + 50 RT
/
v I 1
63
Co/9�/ Z
Zf / o,/s 1d ► \..
m
ZI1
r r
71 /
i /
/ ill
P1 Sta 11+27.82 i I I
A = 21° 42' 05.3" (LT)
I I
c96. D = 11° 27' 33.0"
0/ /�xo L = 189.38' ; / /
o T = 95.84' 1 / / 7f
07. /s 00 Jd R = 500.00' �' '�'
�O, /
<STh � s° -,
////
/ /
! o
Oo. A / /
l' ;i
. �c- �y
So, Q
h A/ '1 0
/��
yv
a' A/ 1>#y $'' '
(-) ///
°i .*IV c:'I' 1
/ /
7 ,.
4
NOTE:
UTILIZE SPECIAL STILLING BASIN(S) AS
STILLING BASIN WHERE APPLICABLE.

rc 1 / 1
Ctr)
(s)
Ct4•
/ ‘\- ,
1311 1 TIP. NO. SHEET NO°
1150 � 294 ° ,h� s1N * I
. I �� TH
��' A
_''' HI ( 111 \V YS-
N 1152 � � � 1 1 � (OL _ 17BP.14. R.205 U O 1
-,/
f-_ - Suit
1310 ,
:) IVIS ]1 (sN
( 11
1151 1153 4. .N _41k
NOTE:
d• �-��'� •,.. 130• 1308 ALL UTILITY WORK SHOWN ON THIS
`
1� o SHEET WILL BE DONE BY OTHERS.
• 1130 NO PAYMENT WILL BE MADE TO
1130 +r _ 137 THE CONTRACTOR FOR UTILITY WORK
CCI
N 1308 SHOWN ON THIS SHEET. i
0)
1303
113 ~+,�i... 1127 294
CHERoKEE COUNTY
Gseev- 116
si ,
Pftfti
130►
1131 �sy��or �� / 1127
• • Qe/// 'e 1172 PROJECT
LOCATION IlL
,,, „., or,,, 130 , LOCATION: BRIDGE #190182 OVER UT TO PERSIMMON CREEK vwww--
c.)
111 - \ (BELL011
3 ON SR 1127 HILL RD) $ 2
1114[4t1 f /� WS)
VICINITY MAP TYPE OF WORK: TELEPHONE RELOCATION
0 —•—•—•— OFFSITE DETOUR
C4
\ /' \ ' '------
U 0 2F L'� -----
4
r �J' v ,__ BST 1
_..A ,f:„ \\ ,/tici
L 1___--
2
aN., .
o ti / o
JS CONC
�� SIDEWALK
„u),: 4er Sr,_____\,,, ( co.
1 /6% ki \3° ,vikli V Zi,/ /
Lc O co i ,
O /BE' /
O GR R 112� 65� i' GR i
i
i
CONCH `
BELIE / ,
Ni __—�---- —L— / I , ,
ma: —L— STA. 14 + 00 . 00 GR - ;�� - ; Ii___------- , 1 i
OH-il i 18 i U?�� I , , ,'
BEGIN PROJECTpovo—r------
' ; ,
, �
17BP . 14 . R. 205 '
, ,
ovc\i;
a,=/
I///
/' i� i i
n_,_ ak,
/
co
cL, —L— STA. 16 + 19.12 '
O O V '
°� —L— STA. 18 + 00 . 00
L J///$.::1
END PROJECT
._
\ /
w / i ' / Z 17BP . 14 . R. 205
7ou)F � 7
,'''
._
Lf
C-
N 1
r \GRAPHIC SCALES INDEX OF SHEETS UTILITY OWNERS WITH CONFLICTS PREPARED IN THE OFFICE OF: ,,• •
o �, DIVISION OF HIGHWAYS
H- 50 25 1t1 0 50 100 DIVISION 14
;Alai 345 TOOT HOLLOW ROAD
SHEET NO.: DESCRIPTION: T E L I C S yJ '• BRYSON CITY,NC 28713
1
PLANS FAX [phone]
TV UO 1 TITLE SHEET (A) COMMUNICATIONS — FRONTIER COMMUNICATIONS 849 SOUTH LAUREL ST '�F Qo�
50 25 0 50 100 L I NCOLNTON , NC 28092 OF TRP-
PHONE (704) 732-3241
NI -(+)-
L ��
Ii 11 UO-2 UBO PLAN SHEET
oo of PROFILE (HORIZONTAL) BRIAN BURCH UTILITIES REGIONAL ENGINEER
O z<1 10 5 0 10 20 STEVE MODE UTILITY PROJECT MANAGER BOB GOLDING UTILITIES ENGINEER
1 � 11
z PROFILE (VERTICAL) JAMES MELTON PROJECT UTILITY COORDINATOR VACANT UTILITIES AREA COORDINATOR
-D C BILL GREEN UTILITIES COORDINATOR
1yk J J \ J \ J \ J \ J
NU (n \

0- PROJECT REFERENCE NO. SHEET NO.
71- 17BP. 14.R.205 UO-2
THIS SHEET CORRESPONDS TO RDY- 4
UTILITIES BY OTHERS
ALL PROPOSED UTILITY WORK SHOWN ON THIS
SHEET WILL BE DONE BY OTHERS . NO
PAYMENT WILL BE MADE TO THE CONTRACTOR
FOR PROPOSED UTILITY WORK SHOWN ON
THIS SHEET .
Np.D $ 2°.1
-L- PT /9+24.32
—L— PRC /6+63.86 —L— PC /9+69.98 oo°p5'23" E -
O9,31„W 63.62'
S 3/° --C - S 17°00 :3" W N o9° 9A'
�Sg,O A9' 116.19' A8°
/03,/ S°W S 6���6'
oD
s 03 MTL ALLAN COBOURN
PROPOANE CARPORT Rs_`Jv? DB 1573 PG 1023
P6� M • MARY L. MANN TANK
a DB 1512 PG 53 — —L— PT 20+67.0/
LANDSCAPER' .Val � RAMP�i' ..'
S. 0,,, 1 I PUMP C►` C W L� � /� -'''___,,
3. /I/\
�s•i APPROXIMATE LOCATION \SFO NPR\' ,r GR -
g\��'�p� �� OF SEPTIC TANK WITH I �� BST cv` —
� J �F,� ` /LIFT PUMP AND DRAIN FIELD I 11= --1 A �� r,
((�� -� 7.6, m m PUMLIFT P L— RR TIE s�
V2 �� \FN
�, IP (A;,/4` ° �- RETAINING PAL / ,
S o •
TB �� 1 +/ /� 12" ROCK WALL ,.,
KENNETH RONALD PYLANT So9 ' O ` e`� `° \� WALL . �/
CONC
DB 1441 PG 118 •68�99. ,999 S 056 3p '�� 64' SIDEWALK A ,L +00. LANDSCAPEFRONTIER FRONTIER PEDIz9 WD DI 40.00' GRAVEL * -Ifs _ ,-<<-------;-:
DOWNGUY •0 99 �9- W S �\N
S 18° Q o ° GAFo � ! i +63.86 AERIAL + �.� �0� /GR/ z �0�� i -
01'Ip yy FOUND _ FRONTIER � / ��y,
152.45' S 09°45'14" W S 17°36'10" Q T❑� E[X[L..//R�N �-,, N, , - / .-�� ,40.00' EX. '` �PRO\ a� ///.. \Q,I / G/�//,.
85.22' 43.09' W GRS 3j \��� —P�IF7+`WH TEL LINES WM. "
'. PRO 0/' L NES �` p�p��fl � //0„W t • .I '�►, oSR C 1 l S// /�
�� /
____ ,0----- r-vr
PROPOSED ASPHALT DRIVE 's /2,8 ' 4',�- i� , /64. - i �� UG FRONTIER
o ewil .; / / , TO REMAIN
/ / / /
ei
r.
_7
�A UG FRONTIER /
Q`��`;' ; - ��%;/���'�����` — ABANDONED l i i i WILLIAM T. MIZE
��78. a��i.I�l 4,0P.-
'OTER EU TL- p • EX_ / �, / Q ik DB 1171 PG 676
_404411.
+00.00
EX. RNV 30.00' ,c0). �� �AS11i, ►ROCK, •,�!�� .r © 40.00' // ,�,o /
�� �� i" iVorg %,. ,� // / / / FRONTIER
—L— PC /4+43.23 +43.23 KOP ?Co • DOWNGUY-^ / FRONTIER POLES / / /
30.00 J�j �✓ ,DtC� AND PEDS REMOVED // // / /
'•4'' t� `� 40.00-' END PROJECT
;if' © FRONTIER / /
,`� I ABANDONED i 17BP.14.R.205
01 I % " '� . / / FRONTIER PED —L— STA 18 + 00.00
RAYMOND COSTELLO `� \ J1% 000tP
_—L— PT /3+62.90 E ° 04ct, ;ttLY PER UDSIC FLOCATES—L— PC l3+55.70 THOMAS EDWARD BENNETT
30.00'0 .
• m � �� 40 00'+00.00 DB 1403 PG 270
o X. R'W ��
�1 ui
EX. RNV �' N m
7 EX' BEGIN PROJECT
*:' / m 17BP.14.R.205
/Lo : / 1, P
—L— STA 14 + 00.00
N
L '
4
m
0
s_
0
0-1
02
s_
0
0
0 7174
dE
Owl
,Iw
O)
1 --
z-,m
LO
CV {{}
C\l
d'

PROJ. REFERENCE NO. SHEET NO.
STATE OF NORTH CAROLINA 17BP.14.R.205 X-1A
DIVISION OF HIGHWAYS
NOTE: EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT CROSS-SECTION SUMMARY
Station Uncl. Exc. Embt
L (cu. yd.) (cu. yd.)
14+00.00 0 0
14+50.00 236 31
15+00.00 237 51
15+50.00 8 61
16+00.00 8 212 Approximate quantities only. Unclassified excavation, borrow
16+50.00 1 222 excavation, fine grading, clearing and grubbing, and removal of
17+00.00 9 76 existing pavement will be paid for at the lump sum price for "Grading".
17+50.00 19 36
18+00.00 11 11

�° 0 5 10 PROJ. REFERENCE NO. SHEET NO.
co
N co 17BP . 14 . R . 205 X-1
/R� 150 140 130 120 110 100 90 80 70 6-0 50 40 30 20 1 D 0 1 D 20 30 40 50 60 70 &0 90 100 110 120 130 140 150 1F00
CHEROKEE COUNTY
1590 -- — S.S , 1688,2 BRIDGE #190182 i5cr
-. _...._ ,______ , F
....,... , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , ,
_ , " " " " " " " " " " " " " " " " " " , , " " " " "
l580 ....,
c�, /580
o.oll 0.
r570 4. ,.4 — 020. . A . lea
• 5G9, 08 1570.96 �N
1560 S.S. 1562.43 _ 15RO
i4 + 50OO , , , , , , , , , , , , , , , , , , , , , , , " ---\______ ____. , , , , , , , , , , , , , , ,
/620 /6M
160 160
�,.., BEGIN PROJECT -L- STA. 14 + 00.00
/590) /590
1580 \ /580
\
/570 15 74.95 1570
1560 _ _ ��-- -- /560
14 + 00 . 00
/ /• 0 /6{ If
0
-0 IRO
1600 _� >6co 00
NJ
71
/590 r5,�n
X
3
0
C
/58�1 03
Ei ISRf?
N
1578:61 \
0
/.570 \� 1�i7n
s_
U
N 4560 3 + 50 . 00 /560
c
0
.(7)i
Ec
05
c\iO 0
I`U — ./ .
CV. 150 140 130 120 110 100 90 80 7/060 50 40 3-0 2-0 1 D 0 1 D 2-0 3-0 40 50 60 70 �0 90 100 110 120 130 140 150
�X�

�° 0juilir PROD. REFERENCE NO. SHEET NO.
coN17BP . 14 . R . 205 X-2
co
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 s0 90 100 110 120 130 140 150
• CHEROKEE COUNTY
1 BRIDGE #190182
1570 >.'7n
mil.i >Sh�/56( /560
0.005 0.020
S.S. 1554.66 �!
2° _ _ _ q.> �\ —
/5.5n _ - - . - -� �� S.S. 1552.98 1555.27 1552.66 /5,50
154 060 17 + 00 . 00
1570 >5 70
/560 >5
-1 _ 0.035 0.035
2 —
°/ S0r S.S. 553.60 —
°
1555
84
/5.5n f_! 7v S.S. 1552.48 °
15�945
1b52..3 S /550
16 + 50M0
5540 1540
/5601570 1570
PROPOSED ALUMINUM BOX CULVERT 1560
0.040 0 040 ��01
— ——
.\ �� 1556 .79 _ -- _ —
----
/550 1551.83 1555.2 �, _ _ /550
552.1
16 + 00 . 00
m 18'-6" 11'-6"
r-I
X
1
71 7.9% 2% 0.040 0. 4m
cl) 56� — • --�— � 4 /56n
00 __—/ —
PROP. ASPHIALT DRNJ
— _.
I 1558.83 S.S. I556.IJ1 ___� —�
U
X 155Q15 ± 5Q . O0
/550
c
3
0
0
I
N
O /!57n - - — — >57n
L
N
ao3e1 0.031 0.029
°t,
N /560 S S. i 5 6 5.7 0 15 65.3 91560
S.S. 1558.8 `
15 + 00 . 00
Ec /550 /550
/ >
0° F
(\Jo
\UL . ./ ,
�z
150 140 130 120 110 100 90 80 10 60 50 40 30 20 1 D 0 1 D 2-0 3-0 40 50 60 70 80 90 100 110 120 130 140 150
00X�

�° 0 5 10 PROJ. REFERENCE NO. SHEET NO.
co N 17BP . 14 . R . 205 X-3
co
150 140 130 120 110 100 90 80 70 60 50 40 30 2-0 10 0 10 20 30 40 50 60 70 &0 90 100 110 1 0 130 140 150
l
•
CHEROKEE COUNTY
BRIDGE #190182
/590 1590
1580 /580
1570 — � 1570
/560 1560
V
—._,,,
1550 — —� 1554 83 1550
18' —i 50 . 00
158f1 /580
-�
/-
/
/570 /570
/560 / /56r
X �
/
/550 - - � 155 0 /550
N
co
1546.90 18 + 00 . 00
E
o-,
X /580 /580
En c
3
END PROJECT —L— STA. 18 + 00.00
- /57� �! 157�
N
Ei
03
0
/560 _ �' 1560
SS. I �!--
/550 - - � S.S, 155'.92 1555.15 155 ,,O0 1550
549.75 17 + O . 0O
0
,i
E c /540 /.540
o5
-
mH- a)
0° E ./ .
0
(Dz 150 140 130 120 110 100 90 80 10 60 50 40 30 20 1 D 0 1 D 20 30 40 50 60 70 80 90 100 110 1 . 0 130 140 150

3V42 � AILOAD SPIKE I \ 3ASE OF 18 " WAL \ UT THE SOUTH OF 3 � I3GE9 / 5 ' LT OF
STA . 15 + 71 - L - 9 ELEV . = 155883 '
NOTES:
o I1LIREMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED IN A MANNER THAT
o alk® PRO OSED GUARDRAIL REVENTS DEBRIS FROv FALLING INTO THE WATER: HE CONTRACTOR SHALL SUBMIT
1,111k
(ROADWAY DETAIL DEMOLITION PLANS FOR REVIEW AND REMOVE THE BRIDGE IN ACCORDANCE WITH
,� & SAY ITEM) (TYPo) ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.
= 0 '
CLASS I I -� FOR ASBESTOS ASSESSMENT FOR BRIDGE DEMOLITION AND RENOVATION ACTIVITIES,
-' SEE SPECIAL PROVISIONS.
RIP RAP I
(ROADWAY DETAIL m In
& PAY ITEM) ASSUMED LIVE LOAD - HL-93 OR ALTERNATE:
0
t
tk
LATERAL V' DITCH FOR SUBMITTAL OF WORLING DRAWINGS, SEE SPECIAL PROVISIONS.
(ROADWAY DETAIL
ilk
& PAY ITEM) FOR FALSEWORK AND FORVWORK, SEE SPECIAL PROVISIONS.
FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.
•2. CC
A. I CULVERT SHALL BE DESIGNED FOR A MINIMUM FILL DEPTH OF 1' 6"
� � ; - . 127 ° QQ'QQ" AND A MAXIMUM FILL DEPTH OF 4' 0".
Able ` (TAN TO CURVE4011
FOR CULVERT DIVERSION DETAILS, SEE EROSION CONTROL PLANS.
,' 0
29, `" THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF THE CULVERT
i 1/ BEFORE STAKING IT OUT TO MAKE CERTAIN THAT IT WILL
STAo 16+19012 -L- d �� :� PROPERLY TAKE CARE OF THE FILL.
/ 40,
6 \ '` ®Aki
FOR ALUMINUM BOX CULVERT, SEE SPECIAL PROVISIONS.
-6- 3?- 1o,
A-
6/,\ _ THE DETAILS SHOWN HERE ARE FOR GENERAL LAYOUT ONLY.
EXISTING STRUCTURE 2 ` ` THE SUPPLIER SHALL SUPPLY DESIGNS AND DETAILS FOR REVIEW
AND APPROVAL THAT VEST HE REQUIREMENTS OF AASHTO LRFD BRIDGE
`P i`�^�� �� DESIGN SPECIFICATIONS SECTION 12 AND ARE SEALED BY A NORTH
�� ���� �� j o CAROLINA REGISTERED PROFESSIONAL EN GINEER.
\\ VICI*4.41 uT To PERSIMMON CREEK UNLESS OTHERWISE INDICATED, THE SUPPLIER SHALL DESIGN, DETAIL
�� � � AND FURNISH ALL STRUCTURAL ELEMENS AND HARDWARE.
r�� CLASS I FOR OTHER DESIGN DATA AND GENERAL NOTES, SEE S-EET C-5
�P ' ROAP DWAY DETAIL T E EXISTING 1 STRUCTURE (1 C 18'-6") A CLEAR ROADWAY
o , 11 & PAY ITEM) H SPAN WITH
Y WIDTH OF 19'-0" WITH A IVBER DECK ON IMBER JOISTS AND WITH
A 1 I/2" ASPHALT WEARING SURFACES WITH A SUBSTRUCTURE CONSISTING
OF TIMBER CAPS & TIMBER POSTS AND SILLS, AND LOCATED AT THE SITE
OF THE PROPOSED BRDDGE SHALL BE REMOVED. THE EXISTING BRIDGE IS
FOR UTILITY INFORMATION9SEE DRESENTLY POSTED BELOW THE LEGAL LOAD LIMIT. SHOULD THE STRUCTURAL
UTILITY PLANS AND SPECIAL PROVISIONS INTEGRITY OF THE BRIDGE FUTHER DETERIORATE, THIS LOAD LIMITATION
MAY BE REDUCED AS FOUND NECESSARY DURING THE LIFE OF THE PROJECT.
� O C A T I O \ SKETCH EXCAVATE AT LEAST 1 FOOT BELOW T-E CULVERT AND REPLACE EXCAVATED
MATERIAL WITH FOUNDATION CONDITIONING MATERIAL IN ACCORDANCE WITH
ARTICLE 41/-4 OF THE STANDARD SPECIFICATIONS,
FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.
FOR EROSION CONTROL MEASURES, SEE EROSION CONTROL PLANS.
THE ALUMINUv BOX CULVERT SHALL BE PLACED ON THE STANDARD 1.0 FOOT
BLANKET OF FOUNDATION CONDITIONING MATERIAL. SEE SECTION 414 OF THE
STANDARD SPECIFICATIONS°
HYDRAULIC DATA: TOTAL STRUCTURE QUA \ TITIES
UNDERCUT SOFT/LOOSE SOILS THAT MAY BE ENCOUNTERED BENEATH THE BOTTOM
DESIGN DISCHARGE 520 CFS OF THE FOUNDATION CONDITIONING MATERIAL. BACKFILL UNDERCUT AREAS WITH
FREQUENCY OF DESIGN FLOOD 25 YRSo ALUMINUM BOX CULVERT LUMP SUM FOUNDATION CONDITIONING vATERIAL. IF MORE THAN 1 F00- OF ADDITIONAL
DESIGN HIGH WATER ELEVATION 1555.9' UNDERCUT IS REQUIRED, CONTACT THE GEOTECHNICAL OPERATIONS ENGINEER.
DRAY` AGE AREA L44 SQ. VI. CULVERT EXCAVATION LUMP SUM
BASE DISCHARGE 750 CPS
FREQUENCY OF BASE DISCHARGE 100 YRS.
FOUNDATION CONDITIONING MATERIAL 104 ONS
BASE HIGH WATER ELEVATION 155702'
OVERTOPPING FLOOD DATA: REMOVAL OF EXISTING SRUCURE LUMP SUM
OVERTOPPING DISCHARGE 600 CFS
FREQUENCY OF OVERTOPPING FLOOD 50 YRS. ± ASBESTOS ASSESSMENT LUMP SUM
OVERTOPPING FLOOD ELEVATION 1556.5'x
vOMENT SLAB 56000 LINO FT. PROJECT NO . 173Po140Ro205
x OVERTOPPING OCCURS AT STA. 16+80 -L-
_L_ CHEROKEE COUNTY
7
STATION ° 16 + 19 . 12 — L -
30'-O" 10'-0" 30'-0" 15'-0" 12'-0" 30'-0" 20'-0"
SHEET 1 OF 5 REDLACES BR. r 0. 190182
STATE OF NORTH CAROLINA
•.•�0 CAR:''••., DEPARTVENT OF TRANSPORTATION
• • RALEIGH
'�•`�\,,c ESSIO/ j/�y
SEAL .
- - 20125 20 , _ 11 „ x 6 , _ 1
' � A UV I \ UV 30X CULVERT
Cb ti ti �' ` •••.,., ,,.,.••• 12 7 ° S < E W
,k , ,A-
w
DOCUMENT NOT CONSIDERED FINAL
POFILE A I 0 \ G C C U I V E P T UNLESS ALL SIGNATURES COMPLETED REVISIONS
DATEFIGS
SHEET N O o
TGS ENGINEERS NO. BY: e NO, BY' DATE' C-1
ENGINEERS804—C N. LAFAYETTE ST
DRAWN BY o LAB DATE o 3/19 SHELBY, NC 28150 11 3 TOTAL
PH [phone]
CHECKED BY o MGC DATE o 4/19 CORP. LICENSE NO.: C-0275 2 6, 5
DESIGN ENGINEER. OF RECORD o VGC DATE o 4/19 g!

FOR ROADWAY WIDTH, ROADWAY PLANS
-L- BY SUPPLIER
ROADWAY FILL
SLOPE 21 (TYPJ - FULLY WELDED
CULVERT
ALUMINUM STRUCTURAL
®�� PLATE WINGWALL
A
1
1 / FULLY WELDED
C ALUMINUM STRUCTURAL
cr PLATE HEADWALL
H w
cn o
a_ H 1
O
' y' FULL ALUMINUM
DIRECTION OF FLOW INLET INVERT m `9 INVERT
OUTLET INVERT ELEV. 1549.20 _ / ALUMINUM LATE
ELEV. 1546.70 C INVERT 1 C TOE WALL
CULVERT SLOPE =3.7% EL. 1547081'
20'-11" (SPAN)
F \ 3 FLEVATIO \
CLVERT SFCTIO \ \ OVAL TO ROA3WAY ( I \ LFT & O ,_, TLET )
n-
w
H
J
CC
W n
1-1 -L-
J
m
m
O m
m
1
1 A
Ln
O
STA. 16+19.12 -L-
C CULVERT 127 ° 00' 00" 90 ° 00' 00"
(TAN. TO CURVE) (TYP. EAC- END)
0
N
DIRECTION OF FLOW
Ui
0
PROJECT \ O . 173Po14 . . 205
CHEROKEE COUNTY
y 1
STATION ° 16 + 1S012 — L -
29'-11�/2" 37'-6�/2" 1 SHEET 2 OF 5
LU STATE OF NORTH CAROLINA
���totI!lIIli%,,� DEPARTMENT OF TRANSPORTATION
0 off\\, L O/7 ,
cn TOTAL LENGTH OF CULVERT= 67/-6" Q Esslo �' RALEIGH
�: P�F Nq 9'.
SEAL . ��
20125 20 - 11 X 6 - 1
ALUVI \ UV 30X CULVERT
H �0,;e OVGINE� q e
�'�:: < Go c��� ', 12 7 ° SKEIN
PLA \ VIEW >_
m DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
1GS TGS ENGINEERS NO, BY: DATE: NO, BY: DATE: C-2
4—C N_ LAFAYETTE ST
ENGINEERS 80
DRAWN BY : LAB DATE e 3/19 SHELBY NC 28150 1 3 TOTAL
476-0003 SHEETS
CHECKED BY : M PH (704)
GG DATE o 4/19 Fp CORP_ LICENSE NO__ C-0275 2 4 5
DESIGN ENGINEER OF RECORD g MCC DATE o 4/19

TOP OF LOW
FLOW SILL
\ OYES .
FULL ALUMINUv
0 BOX CULVERT
TOP OF HIGH 1- NATIVE MATERIAL EXCAVATED FROM T-E EXISTING STREAM BED OR FLOOD
FLOW SILL (TYPO) _
PLAIN SHALL BE STOCKPILED AND LATER PLACED IN THE PROPOSED
CULVERT BETWEEN SILLS TO PROVIDE A CONTIJUOUS LOW FLOW CHANNEL.
ALUMINUM SILL RIP RAP vAY BE USED TO SURPLEMENT THE NATIVE MATERIAL IN THE
HIGH FLOW PORTIONS OF THE BARREL. IF RIP RAP IS USED,
A A NATIVE MATERIAL SHALL BE PLACED ON TOP TO FILL VOIDS AND
PROVIDE A LEVEL SURFACE FOR ANIMAL PASSAGE.
ED NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER AND MAY
/ BE SUBJECT TO PERMIT CONDITIONS.
6'-5 �/2n 8'-011 6'-51/2ii
THE STOCKPILED NATIVE MATERIAL S-ALL BE PLACED AS SHOWN IN T-E
20'-11" (SPAN)
. .. FLOOR SILL LAYOUT SKE-CH -0 PROVIDE A 1'-O" DEPT- LOW FLOW
CHANNEL BETWEEN LOW FLOW SILLS AND SHALL BE DLACED TO THE DEPT-
OF 2'-0" BETWEEN HIG- FLOW SILLS.
END EL E V A T I 0 \ THE ENTIRE COST OF WORK REQUIRED TO PLACE T-E EXCAVATED MATERIAL
SHALL BE INCLUDED IN THE CONTRACT LUMP SUM PRICE BID FOR CULVERT
EXCAVATION.
(INLET AND OUTLET END)
THE SILLS SHALL BE ALUMINUM AND BOLTED INTO T-E CULVERT.
THE ENTIRE COST OF THE ALUMINUM SILLS SHALL BE INCLUDED IN THE
LUMP SUM PRICE BID FOR THE ALUMINUv BOX CULVERT.
TOR OF LOW FLOW SILLS SHALL MATCH S-REAM BED ELEVATION IN LOW
FLOW CHANNEL OF STREAM.
-L- DO NOT SET ELEVATIONS OF HIGH SILL ABOVE BANK FULL.
n � a 0 oD0n8 0 0 0, 0 0 a0
00� 0 a 0 00O0 00a al,
aa 0 0
0 0 0
HIGH � 0 00 � 0 � ��
0 a
iii "' 0 0 a 0SILL (TYPO) 0 0 0 0 000 / ` 0annn , 000 00 n nn0 0 n asa a 0 aDD0
0 a00 0 0 0 0 0 a a 0n 0 aa a00 O 0 0 n00
STA. 16+19.12 L
I I
I
127 ° 00' 00"
90 ° 00' 00" (TAN. TO CURVE) LOW FLOW CHANNEL
(TYPo)
I
ie-.-
O
SOW `\'
DIRECTION OF FLOW
SILL (TYPJ
I
a s 0 0 00 a 0 0 0 n a0 0 0 O as 0 a
0 n0
0 O � 0
0 0
OL, 0 0 a
HIGH a 0 0
00 0 00 , Oa 0 0SILL (TYPo) O 0 O0.1D 0 n
/ 00 � n
� 0 0 a n � 0
0 0 0 0
0 as n
O0 0n
0 0
0 0 0 a � aEjli), 0
as 0 n�n 0 n 0as 00 00 00 0 0 0 00
n 0n 0 0 a 0 O a a .
n 0 a
PROJECT NO . 173Po14 . Ro205
3'-0" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 2'-0"
►. .. ►. CHEROKEE
COUNTY
71
STATION ° 16 + 19 . 12 — L -
67'-6" SHEET 3 OF 5
STATE OF NORTH CAROLINA
�,••�N0CARD'' DEPARTMENT OF TRANSPORTATION
♦ • RALEIGH
SEAL = 20 / - 11 ' X 6 ' - 1 "
20125
FL00 � SILL LAYOUT =� ALUVINUV) BOX�/ CULVERT
,�i S GINS `�°'♦•♦♦ 127 ° SKEW
••...,ass..•`
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
Ir
AS TGS ENGINEERS NO, BY' DATE: NO, BY' DATE; C-3
I DRAWN U o LAB DATE o 3/19
ENGINEERS804—C N. LAFAYETTE ST
SHELBY, NC 28150 1 3
TOTAL
CHECKED BY e MGC DATE o 3/19
CORP
P.HLI CE(704NSE) 476NO.:-0003C-0275 2 5
SHEETS
DESIGN ENGINEER OF RECORD 2 MCC DATE 2 4/19

TOTAL LENGTH OF CULVERT = 67'-6" BILL OF MATERIAL
29'-11/2" 37'-61/2" \ OTES
-4 IN-111 VOVENT SLAB 41
ALL GUARDRAIL ATTAC- vENTS SHALL BE MADE USING
I\c •` BAR roc SIZE TYPE LENGTH WEIGHT ADHESIVELY ANCHORED ANCHOR BOLTS. LEVEL TWO FIELD
\� STAo 16+41076 -L- TESTING IS REQUIRED,AND THE YIELD LOAD OF THE
OAP\ ,(
x B1 21 #4 STR. 27' 8" 388 1" BOLT IS 21°8 4IDS, FOR AD-ESIVELY ANCHORED
P ANCHOR BOLTS SEE STANDARD SPECIFICATIONS.
ANCHOR BOLTS NUTS AND WASHERS SHALL BE 1"0
x G1 28 #5 STR. 6' 7" 192 AND MEET THE REQUIREMENTS OF ASTM A325o BOLTS
0
127 00 00 NUTS, AND WAS-ERS S-ALL BE GALVANIZED°
L (TAN. TO CURVE) x G2 28 #4 SIR. 6' 7" 123 PAYMENT FOR GUARDRAIL, POSTS, ADHESIVELY
ANCHORED ANCHOR BOLTS AND POST BASE PLATES
0 IS INCLUDED INROADWAY ITEMS°
x S1 56 #5 1 5' 7" 326 RO
FOR GUARDRAIL POSTS, ANCHOR BASE PLATES &
0 1° ANCHOR BOLTS, SEE ROADWAY PLANS.
\� T-E GUARDRAIL POSTS S-ALL NOT BE ATTACHED
MOMENT SLAB #1 x EPDXY COATED REINFORCING STEEL 1029 LBS. UNTIL THE MOMENT SLAB HAS ATTAINED AN AGE
OF T-REE CURING DAYS OR A MINIMUM COMPRESSIVE
6,, STRENGTH O= 2000 PSI. IN ADDITION, NO FILL
�_ \ �*0 �, MATERIAL, ASPHALT, OR CONSTRUCTION EQUIPMENT
�'_ �\� ( OAP `'�" CLASS "AA" CONCRETE 8.8 C.Y. IS ALLOWED ON THE MOMENT SLAB PRIOR TO
cP SATISFYING THE VINIMUV CONCRETE CURING AND
o STRENGTH REQUIREVENTS.
ALL REINFORCING STEEL IN THE MOMENT SLAB
STA. 16+21.35 -L- 6, `� SHALL BE EPDXY COATED.
o; BILL OF MATERIAL
c \\ oil `�; C OF CULVERT T-E CONTRACT UNIT PRICE FOR MOMENT SLAB,
LIN. FT. WILL BE FULL COMPENSATION FOR
` ,_ �� —.._—__�! __.. ..__ _.._—.. .__.. ..___.._ _.._—.. :_ 1‘,0,
_..__.. -_.._ _.._.. _.._.. V 0 VENT SLAB # 2 SUBMITTALS, LAB 0 R, T 0 0 L S, E Q U I M E N T
A `` MOMENT SLAB MATERIALS, EXCAVATING,
o STA. 16+19.12 -L- BACKFILLING, -AULING AND REMOVING EXCAVATED
� BAR NO. SIZE TYPE LENGTH WEIGHT MATERIALS, AND SUPPLYING ANY INCIDENTALS
��, \\ x B1 21 #4 SIR. 27' 8" 388 MOMENT NECESSARY SLABS.o CONSTRUCT THE CONCRETE
c\0 \ 0FOR MOMENT SLAB, SEE SPECIAL PROVISIONS.
m DIRECTION OF FLOW - \ STA. 16+14.91 L
x G1 28 #5 SIR. 6'-7" 192
0
\\ �0 �� x G2 28 #4 STR. 6' 7" 123
\, , PotiP MOMENT SLAB #2 ,,
VOVENT SLABS
� 6
x S1 56 #5
\ 1 5'-7" 326
`'�_ 'A4 MOMENT SLAB #1 28.00 LINO FT.
1r0\\2
MOMENT SLAB #2 28.00 LIN. FT.
�",/? 1 x EPDXY COATED REINFORCING STEEL 1029 LBS.
• TOTAL 56.00 LINO FT.
0
CLASS "AA" CONCRETE 8°8 C.Y.
ti yQ1
PLA \ OF VOVE \ T SLA3 LAYOUT STA. 15+91.76 -L BAR " P - S
ALL BAR DIMENSIONS ARE OUT TO OUT.
1 -31/2/ ►
21/2„ 1,_9„
► -. ►
. 10 2rr 10 2
i,,\fir
ti
POST A GUARDRAIL
ANCHOR ASSEMBLY
�/ 1r_oI/2„
C POSTS A GUARDRAIL -
7 7 .8�/2 ►
ANCHOR ASSEMBLY
/ #5 G1 2
1'-O" CTS.
#4 G2
1'-0" CTS. 45 S1 Cad '� ~,
7" 7" 6" GTS. PROJECT NO . 173Pa140Ro205
►� FINISHED ;,'1
GRADE - , -
2„ , CHERO �CEE
COUNTY
2
N ,� s Iv IF NECESSARY u : '1..1* 16 + 1 12 — —
(vAXTMUM of // a = STATION
H , • = 4 B1 SHEET 4 OF 5
z
„ I I 6� • • • ! STATE OF NORTH CAROLINA
1 O THREADED N N
ANCHOR BOLTS v / r 1 ,,'sisilllifi1j DEPARTMENT OF TRANSPORTATION
/ ��'�c \ \ EAR��j !# R A LE I G H
APPROVED WIRE BAR 2/2 '' o N ,
;-, ; SUPPORTS ( 3'-O" CTS, ' CLo e� q�
4" _ 9#4 B1 TOP & BOTTOM C 1'-0" MAX. CTS. SEAL 2 0 ' - 11 ' X 6 ' - 1 "
. 2�125
ALUVINUM 30X CULVERT
MOMENT SLAB •,,;s GINEV' 9�.• 12 7 ° S K E W
0 . 7'-0 . 9.1;,.L 6-: 0\.se
SECTIO \ A - A SECTIO \ 3 - 3 TYPICAL SECTIO \ THU VOVE \ T SLA3 DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET N O.
TGS ENGINEERS NO, BY: DATE: NO, BY: DATE: C-4
DRAWN BY LAB DATE 4/19
ENGINEERS804—C N. LAFAYETTE ST
o o
SHELBY, NC 28150 T 3 TOTAL
CHECKED BY o MGC DATE e 4/19 PH [phone] SHEETS
DESIGN ENGINEER OF RECORD MCC DATE o 4/19 CORP. LICENSE NO.: C-0275 2 ii 5

STA \ DARD \ OTES
D =SIC \ DATA : ALLOWA \ C - - OR D = AD LOAD D - - CTIO \ , S = T = Y = NT , - A \ DRAILS A \ D DOS S :
SECIEICATIONS AeAoSoHoToOo (CURRENT) -T C ° _ \ CAST _ \ G S „ D - R S T R L C T _, R - S : METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL
RAIL SHALL BE SET NORvAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN
LIVE LOAD SEE PLANS BRIDGES SHALL BE BUIL ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS. ON PLANS. THE MEAL RAIL AND TOPS OF CONCRETE POSTS USED WITH HE ALUMIJUN
SLABS, CURBS AND PARAPETS SHALL CONFORV TO THE GRADE OR CURVE. RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB.
IMPACT ALLOWANCE SEE AoAoSoHoToOo ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE RLANS. RAILS SHALL BE
STRESS IN EXTREME FIBER OF DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE.
STRUCTURAL STEEL — AASHTO M270 GRADE 36 — — 20,000 LBSoPER SQoINo ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRE E FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR O—HERWISE SHALL BE
GIRDER BRIDGES, ADJUSTMENTS S—ALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL
+— — AASHTO V270 GRADE 50W — — 27,000 LBSoPER SQoINo FOR THE ELEVATIONS SHOWN. W-ERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON—UNIFORM COLORING WILL
g UR TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND DOSTS.
— AASHTO M270 GRADE 50 — — 27,000 LBS. PER SO. IN. BETWEEN BEARINGS TO COMPENSATE =OR DEAD LOAD DEFLECTIONS, VERTICAL CURVE
ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH S3EC _ AL_ \ OTIS :
REINFORCING STEEL IN TENSION — GRADE 60 — — — 2Z,000 LBSoPER SQoINo BOTTOM OF TOD FLANGES, DEPTH OF SLAB BETWEEN BEARINGS S—ALL BE ADJUSTED
TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND
CONCRETE IN COMPRESSION 19200 LBSoPER SQoINo ACTUAL BEAM CAvBEE GENERALLY, IN CASE OF DISCREDANCY, THIS STANDARD SHEET OF NOTES SHALL
GOVERN OVER THE SPECIFICAIONS, BU THE REMAINDER OF THE PLANS SHALL GOVERN
CONCRETE IN SHEAR SEE A.A.S.He10 IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SANS, AN OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE
ALLOWANCE S—ALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK, SECIFICATIONS ARTICLE 105—z.
STRUCTURAL TIMBER — TREATED OR UNTREATED AND DERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE
EXTREME FIBER S RESS — — — 19800 LBS. PER SQ. INo ELEVATIONS SHOWN. A=TER REMOVAL OF HE FALSEWORK, THE FINISHED STRUCTURES
SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND
COMPRESSION PERDENDICULAR TO GRAIN CONSTRUCTION ELEVATIONS FURNISHED BY T—E ENGINEER.
0= TIMBER 375 LBS. PER SO. I .
DETAILED DRAWINGS FOR FALSEWORK OR POEMS FOR BRIDGE SUPERSTRUCTURE
EQUIVALENT FLUID PRESSURE OF EARTH 30 LBSoPER CU. FT. AND ANY STRUCTURE OR DARTS OF A STRUCTURE AS NOTED ON THE DLANS SHALL
(VINIMUM) BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF T—E
FALSEWORK OR FORMS IS STARTED.
VAT -RIAL_ A \ D WORKVA \ S - I = :
R - - \ FORCI \ G ST = = _ :
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
PROVISIONS, ALL MATERIAL AND WORKMANS—IP SHALL BE IN ACCORDANCE WITH ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
THE 2018 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" OF THE DLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED
N. C. DEDARTMENT OF TRANS ORTATION. IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT
TO OUT AS INDICATED ON PLANS.
STEEL SHEET PILING FOR PERMANENT OR TEMDORARY APPLICATIONS S—ALL
BE HOT ROLLED. WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE
INDICATED ON THE PLANS. WHEN BAR SUPPO PIECES ARE PLACED IN CONTINUOUS
LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL
C O \ C R -T -° BE LADPED TO LOCK LEGS ON ADJOINING PIECES.
UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE _ _
USED FOR ALL PORTIONS OF ALL STRUCTURES WITH T—E EXCEPTION THAT; S T R L C T R A L_ S T --_ :
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES,
ABUTMENT BACKWALLS, AND APPROACH SLABS, AND CLASS B CONCRETE SHALL AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE /8" 0 SHEAR STUDS FOR THE
BE USED FOR SLOPE PROTECTION AND RIP RAP. 3/4" 0 STUDS SPECIFIED ON T—E PLANS. T—IS SUBSTITUTION S—ALL BE MADE AT
THE RATE OF 3 — 7/8" 0 STUDS FOR 4 — 3/4" 0 STUDS, AND STUD SPACING CHANGES
SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF 7/8" 0 STUDS
C O \ C R - T - C - V F -R S ° ALONG —HE BEAM AS SHOWN =OR 3/4" O STUDS BASED ON THE RATIO OF 3 — 7/8" 0
STUDS FOR 4 /4 0 STUDS. STUDS OF EL
SPECIFIED ON THE LAMS MUST
UNLESS OT—ERWISE NOTED ON THE DEANS, ALL EXPOSED CORNERS ON THE MAXIMUM SPACING SHA BE 2'-0".
STRUCTURES SHALL BE CHAMFERED 3/4" WITH THE FOLLOWING EXCEDTIONS;
OP CORNERS OF CURBS MAY BE ROUNDED TO 1112"RADIUS WHICH IS BUILT EXCEPT AT THE INTERIOR SUPDORTS OF CONTINUOUS BEAMS WHERE THE COVER
INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS DLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION,
S—ALL BE ROUNDED WITH A 1/4" FINISHINC TOOL UNLESS OTHERWISE REQUIRED SUBSTITUTE FOR T—E COVER PLATES DESIGNATED ON T—E PLANS COVER PLATES OF THE
ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/6" IN THICKNESS AND
AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A I/4" RADIUS DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2" OR A THICKNES
WIH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON RLANS. EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM
TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS " BRIDGE WELDING CODE".
DOWELS : ELECTROSLAG WELDING WILL NOT BE PERMITTED.
WITH THE SOLE EXCED ION OF EDGES AT SURFACES WHICH BEAR ON OTHER
DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY
BE EMBEDDED A LEAST 12" INTO THE OLD CONCRETE AND GROUTED INTO ROUNDED BY SUITABLE MEANS TO A RADIUS OF ADPROXIMATELY %16INCH OR
PLACE WITH 1;2 CEMENT MORTAR. EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING,
OR METALLIZING°
PROJECT NO . 17BPa140Ro205
CHEROKEE COUNTY
STATION . 16 + 19012 — L —
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
STA \ DARD \ OTES
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET N O,
IUS TGS ENGINEERS NO, BY: DATE: NO, BY: DATED C-5
ENGINEERS 804-C N. LAFAYETTE ST
SHELBY, NC 28150 3 TOTAL
PH [phone] SHEETS
ri'i CORP_ LICENSE NO.. C-0275 2 4b 5