20201576 Ver 2_Permit Plans_20210108

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TIT( CAROLINA
q R O L I N (Q STATE STATE PROJECT REFERENCE NO. SHEET See Sheet 9A For Index of Sheets LI��' d \� d \� TOTAL
NO
6
STATE OF NOSHEETS
"1 ' `131113- ' N.C. 17BP.14.R.211 1
o \ 1113 1114 ! ��� DIVISION OF HIGHWAYS
Nl 1/ 1133 �\ JSTATE PHo.Na P.A.PHo.Na. DESCRIPTION
• 17BP.14.R.211 WA PE
e� \ �� 33 Q
Ge 17BP.14.R.211 N/A RN/ & UTIL.
• SWAIN COUNTY ,e _" : _ -;� 176P.14.R.211 WA CONST.
_ a , .4 28 MA CON • CO UNTY
MACON COUNT °
' J ECT 1363 `1��N 1455 m
�,i
LgATION 147� . r,'J� -,1362� J)
1367 .. ) 36 13701� N
1369 ! ``"4`- - - _P __=_�,1369 13-9�� 7i LOCATION: BRIDGE #550079 OVER TELLICO CREEK
,/� Creek '"� 1369 `
1e1`6° �; Tellico-�-I�a 1372 1370';,?�P Z ON SR 1369 (TELLICO RD)
�1366 ,\. 3
U era Ij ` ....�__ 1372
• S<e
• U ° e / 1368 13 1459 / 1445 TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURE
rVnl / � +1372 Z /�
,�2 / 1474 '9Q
1� •. VICINITY MAP LI—
`��o
O
BEGIN BRIDGE
Eil -L- STA. 15 + 84.99 CREEK �,5-- 4
TELLICO ____,5---- -,5 ,S
s
,5
immois
-- 15
CRIIII I ,S
END CONSTRUCTION s
,� it 15 \ \
is-"
17BP.14.R.211 s
�� .� s TO BOWERS
-DR- STA. 10 + 30.00 $ R1369
.q� !� MOUNTAIN RD'-� RD
—L_ r TELLICO
IQ
,101111W-4
� BEGIN RESURFACING o
\,_; �5 G4 -L- STA. 18 + 80.00
END BRIDGE
-L- STA. 19 + 30.00
5� ` -L- STA. 16 + 41 .01
E /z ''% -L- STA. 14 + 50.00 END PROJECT
TO EEK ART END RESURFACING
CREEK RD BEGIN PROJECT
,5
17BP.14.R.211 17BP.14.R.211
DOCUMENT NOT CONSIDERED FINAL
O UNLESS ALL SIGNATURES COMPLETED
o
L1-3 Emil
c NCDOT CONTACT: ADAM DOCKERY ,,c8R0%%,
o, HYDRAULICS
o V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ,oe- ,,....../,ti. ENGINEER
PLANS PREPARED BY: PLANS PREPARED FOR: `,�$;�FES S/�N..9a
ADT 2016 = 90 NORTH CAROLINA DEPARTMENT if ?C, ', :.
_ 50 255 0 50 100 1GS TGS ENGINEERS OF TRANSPORATION SEAL �QGWp
<-) 1 11 T = 6 % * - - 804-C N.LAFAYETTE ST '• 044158 ; �* Q
LENGTH ROADWAY PROJECT 17BP.14.R.211 #550079 =0.080 SHELBY,NC 28150 DIVISION 14o Ewt �a '
PH [phone] 345 Tool Hollow Rd 'y`tiy'�:;`�4� EQ+P.` �' �00
PLANS V = 25 MPH LENGTH STRUCTURE PROJECT 17BP.14.R.211 #550079 =0.011 rr�CORP.LICENSE NOa C-0275 Bryson City,NC 28713 'V;i1) 1Nc{ty,o` PE g
* TTST =3% DUAL =3% TOTAL LENGTH PROJECT 17BP.14.R.211 #550079 =0.091 °""""'°� SIGNATURE: o
50 25 0 50 100 RIGHT OF WAY DATE:
1 11 MARCH 9 JIMMY L.TERRY, PE .,`,N'caeo°%. ROADWAY DESIGN 9
FUNC CLASS = 8, 201 PROJECT ENGINEER �•'. 0/k,,'' ENGINEER A.
PROFILE (HORIZONTAL) ?4 ESS/by9 �tp CSC'
��� O LOCAL — RURAL LETTING DATE: 35018 oa pnQQ°sp
10 5 0 10 20 AUSTIN R.TURNER, PE
28
U1 PROJECT DESIGN ENGINEER :� �•FN�INE�,?:j��,'
` 1I11� � , '....... �
�zL V SUB REGIONAL TIER °o,M41V L. ,`p PE
tiX� \ / PROFILE (VERTICAL) J` J` f� 2018 STANDARD SPECIFICATIONS I'""�"�"��� SIGNATURE:
Jl l

6 PROJECT REFERENCE NO. SHEET NO.
17BPJ4.R.2/l IA
I ROADWAY DESIGN
co
ENGINEER
,O`tH,CAP7i,
if 4 SEAL
35018
unu„,,,,
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INDEX OF SHEETS GENERAL NOTES STANDARD DRAWINGS
GENERAL NOTES: 2018 SPECIFICATIONS 2018 ROADWAY ENGLISH STANDARD DRAWINGS
SHEET NUMBER SHEET EFFECTIVE: 01-16-2018
REVISED: The following Roadway Standards as appear in"Roadway Standard Drawings" Highway Design
1 TITLE SHEET Branch -N. C. Department of Transportation- Raleigh, N. C., Dated January,2018 are
GRADE LINE: applicable to this project and by reference hereby are considered a part of these plans:
1A INDEX OF SHEETS,GENERAL NOTES,AND STANDARD DRAWINGS GRADING AND SURFACING:
STD.NO. TITLE
1B CONVENTIONAL SYMBOLS THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE DIVISION 2- EARTHWORK
ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE
RW-01 THRU RW-_ SURVEY CONTROL, ALIGNMENT CONTROL, RIGHT OF WAY ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. 200.02 Method of Clearing-Method II
CONTROL AND PROPERTY TIES 225.02 Guide for Grading Subgrade-Secondary and Local
CLEARING: 225.04 Method of Obtaining Superelevation-Two Lane Pavement
2A-1 PAVEMENT SCHEDULE AND TYPICAL SECTIONS
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY DIVISION 3 -PIPE CULVERTS
2C-1 SPECIAL DETAIL- MODIFIED CONCRETE FLUME METHOD II.
300.01 Method of Pipe Installation
SUPERELEVATION: 310.10 Driveway Pipe Construction
2C-2 SPECIAL DETAIL-GUARDRAIL INSTALLATION -W BEAM RAIL SECTION
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH DIVISION 4-MAJOR STRUCTURES
2C-3 SPECIAL DETAIL-TYPE III STRUCTURE ANCHOR UNITS STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL 422.02 Bridge Approach Fills-Type II Modified Approach Fill
2C-4 SPECIAL DETAIL-A.T.-1 END UNIT ASSEMBLY SECTIONS.
DIVISION 5-SUBGRADE, BASES AND SHOULDERS
2C-5 SPECIAL DETAIL-TYPE III SHOP CURVED STRUCTURE ANCHOR UNIT SHOULDER CONSTRUCTION:
560.01 Method of Shoulder Construction - High Side of Superelevated Curve- Method I
ASPHALT, EARTH,AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
2C-6 SPECIAL DETAIL-TYPE B-83 SHOP CURVED ANCHOR UNIT SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01 DIVISION 6-INCIDENTALS
2G-1 STANDARD TEMPORARY SHORING DETAIL SIDE ROADS: 654.01 Pavement Repairs
3B-1 EARTHWORK, PAVEMENT REMOVAL,AND GUARDRAIL SUMMARIES& THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE DIVISION 8-INCIDENTALS
LIST OF PIPES, ENDWALLS, ETC(FOR PIPES 48IN&UNDER) SUITABLE CONNECTIONS WITH ALL ROADS,STREETS,AND DRIVES ENTERING THIS PROJECT.
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS 815.02 Subsurface Drain
INVOLVED. 840.00 Concrete Base Pad for Drainage Structures
3G-1 SUMMARY OF SUBSURFACE DRAINAGE,AND SUMMARY 840.18 Concrete Grated Drop Inlet Type'B'- 12"thru 36" Pipe
OF AGGREGATE SUBGRADE/STABILIZATION SUBSURFACE DRAINS: 840.19 Concrete Grated Drop Inlet Type'D'- 12"thru 36"Pipe
840.22 Frames and Wide Slot Sag Grates
4 PLAN AND PROFILE SHEET SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.02 AT 840.25 Anchorage for Frames- Brick or Concrete or Precast
LOCATIONS DIRECTED BY THE ENGINEER. 840.27 Brick Grated Drop Inlet Type'B'- 12"thru 36" Pipe
TMP-1 THRU TMP-5 TRANSPORTATION MANAGEMENT PLANS 840.28 Brick Grated Drop Inlet Type'D'- 12"thru 36"Pipe
GUARDRAIL: 840.45 Precast Drainage Structure
840.66 Drainage Structure Steps
PMP 1 THRU PMP 2 PAVEMENT MARKING PLANS
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING 846.01 Concrete Curb,Gutter and Curb&Gutter
CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT 850.01 Concrete Paved Ditches
EC-1 THRU EC-5 EROSION CONTROL PLANS WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. 862.01 Guardrail Placement
a 862.02 Guardrail Installation(Special Detail for Sheet 6 of 8)
RF-1 REFORESTATION DETAIL SHEET TEMPORARY SHORING: 862.03 Structure Anchor Units
(Special Detail for Type III Anchor Units Sheets 1 of 7 and 2 of 7)
UO 1 THRU UO 2 UTILITIES BY OTHERS PLANS SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC NOT SHOWN ON THE PLANS 862.04 Anchoring End of Guardrail-B-77 and B-83 Anchor Units
WILL BE PAID FOR AT THE CONTRACT PRICE FOR"TEMPORARY SHORING". 876.01 Rip Rap in Channels
m X-1A CROSS-SECTION INDEX SHEET 876.02 Guide for Rip Rap at Pipe Outlets
ILPn END BENTS:
X-1B CROSS-SECTION SUMMARY SHEET
a THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS,AND CROSS-
a X 1 THRU X-8 CROSS SECTIONS SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
APPROACHING A BRIDGE.
a
0 S-1 THRU S-42 STRUCTURE PLANS UTILITIES:
m UTILITY OWNERS ON THIS PROJECT ARE FRONTIER COMMUNICATIONS
m
In
LP ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.
0
a RIGHT-OF-WAY MARKERS:
TI
N ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT.
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7(? HIGHWAYS
( q �Y PROJECT REFERENCE NO. SHEET NO.
STATE OFNORTH CAROLINA, DIVISION OF HIGHWA Jl S /7BP./4.R.2// I—B
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY Note:Not to Scale *S.U.E. = Subsurface Utility Engineering WATER:
RAILROADS:
State Line Water Manhole O
Standard Gauge I Hedge
County Line CSXTRANSPORlA7JON Water Meter o
RR Signal Milepost MILEPOST 55 Woods Line
Township Line Water Valve
Switch I I Orchard e3 e3 e3 e3
City Line SWITCHWater Hydrant
RR Abandoned — — Vineyard I Vineyard
Reservation Line U/G Water Line LOS B (S.U.E*)
Property Line RR Dismantled EXISTING STRUCTURES:
P Y U/G Water Line LOS C (S.U.E*)
Existing Iron Pin R MAJOR: U/G Water Line LOS D (S.U.E*) ,
Computed Property Corner RIGHT OF WAY & PROJECT CONTROL: Bridge,Tunnel or Box Culvert I CONC I ACC Waicr
P P Y Above Ground Water Line
❑ Secondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall— ) CONE WO
Property Monument ECu
Parcel/Sequence Number ® Primary Horiz Control Point 0 MINOR:
Primary Horiz and Vert Control Point 0 Head and End Wall / CONC HIVExisting Fence Line TV Pedestal
Proposed Woven Wire Fence
o Exist Permanent Easment Pin and Cap 0 Pipe Culvert TV Tower
U/G TV Cable Hand Hole
New Permanent Easement Pin and CapO Footbridge >
Proposed Chain Link Fence 0 U/G TV Cable LOS B (S.U.E.*)
Proposed Barbed Wire Fence O Vertical Benchmark I Drainage Box: Catch Basin, DI or JB flC6
U/G TV Cable LOS C (S.U.E.*)
Existing Right of Way Marker A Paved Ditch Gutter
Existing Wetland Boundary WLa— U/G TV Cable LOS D (S.U.E.*)
Proposed Wetland Boundary a Existing Right of Way Line — Storm Sewer Manhole
New Right of WayLine U/G Fiber Optic Cable LOS B (S.U.E.*)
Existing Endangered Animal Boundary a g ® Storm Sewer *
Existing Endangered Plant Boundary a RightWayCapU/G Fiber Optic Cable LOS C (S.U.E.*)
New of Line with Pin and ® A UTILITIES:
U/G Fiber Optic Cable LOS D (S.U.E.*)
Existing Historic Property Boundary HP0 New Right of Way Line with ® ® POWER:
Known Contamination Area: Soil ; 'W v—s—;V.—s— Concrete or Granite R Marker y GAS:
Existing Power Pole
Potential Contamination Area: Soil —s— s New Control of Access Line with 11 Gas Valve O
Concrete C/A Marker ® ® Proposed Power Pole U
Known Contamination Area: Water -=®.—w—=V,—w— Gas Meter
ExistingControl of Access cam, Existing Joint Use Pole
U/G Gas Line LOS B (S.U.E.*)
Potential Contamination Area: Water -A—w-12 —w Proposed Joint Use Pole
New Control of Access CD U/G Gas Line LOS C (S.U.E.*)
Contaminated Site: Known or Potential Power Manhole O
Existing Easement Line E U/G Gas Line LOS D (S.U.E.*)
BUILDINGS AND OTHER CULTURE' New Temporary Construction Easement E Power Line Tower Ayc Goo
p rY Above Ground Gas Line
Gas Pump Vent or U/G Tank Cap O Power Transformer E
New Temporary Drainage Easement TDE
Sin O SANITARY SEWER:
g S New Permanent Drainage Easement PDE U/G Power Cable Hand Hole
Well ° H—Frame Pole 11-11 Sanitary Sewer Manhole 0New Permanent Drainage/Utility Easement DUE Sanitary Sewer o
Small Mine O U/G Power Line LOS B (S.U.E.*)
ut
New Permanent Utility Easement PUE
Foundation I I U/G Power Line LOS C (S.U.E.*) — -- U/G Sanitary Sewer Line
New Temporary Utility Easement TUE
Area Outline I I U/G Power Line LOS D (S.U.E.*) P Above Ground Sanitary Sewer
New Aerial Utility Easement AUE
Cemetery I fi SS Forced Main Line LOS B (S.U.E.*) ——— F-s ——-
TELEPHONE: SS Forced Main Line LOS C (S.U.E.*)
Building h P ROADS AND RELATED FEATURES: FS
School Existing Telephone Pole ♦ SS Forced Main Line LOS D (S.U.E.*)
I I Existing Edge of Pavement— Proposed Telephone Pole - �
Church ii Existing Curb -----
Telephone Manhole O MISCELLANEOUS:
Dam Proposed Slope Stakes Cut Utility Pole 0
HYDROLOGY. F Telephone Pedestal M
Proposed Slope Stakes Fill Utility Pole with Base
Stream or Body of Water Telephone Cell Tower
Proposed Curb Ramp .C > Utility Located Object
Hydro, Pool or Reservoir - — U/G Telephone Cable Hand Hole "H
Existing Metal Guardrail T T TUtility Traffic Signal Box
Jurisdictional Stream U/G Telephone Cable LOS B (S.U.E.*) T
�s Proposed Guardrail T T T T Utility Unknown U/G Line LOS B (S.U.E.*)
Buffer Zone 1 BZ 1 U/G Telephone Cable LOS C (S.U.E.*) ——i-
Existing Cable Guiderail n n nU/G Tank;Water,Gas,Oil
Buffer Zone 2 BZ 2 U/G Telephone Cable LOS D (S.U.E.*)
Proposed Cable Guiderail nnnnUnderground Storage Tank,Approx. Loc. UST
Flow Arrow E U/G Telephone Conduit LOS B (S.U.E.*) TC
Equality Symbol A/G Tank;Water, Gas, Oil
Disappearing Stream U/G Telephone Conduit LOS C (S.U.E.*) — EE — L
Pavement Removal Ik��( Geoenvironmental Boring
Spring o�_'.�_ U/G Telephone Conduit LOS D (S.U.E.*) TH —
Wetland VEGETATION: U/G Fiber Optics Cable LOS B (S.U.E.*)
o U/G Test Hole LOS A (S.U.E.*) 2
Single Tree O Abandoned According to Utility Records AATUR
Proposed Lateral,Tail, Head Ditch >> > > U/G Fiber Optics Cable LOS C (S.U.E.*) - ———r F°———
Single Shrub 0 o End of Information E.O.I.
Sump U/G Fiber Optics Cable LOS D (S.U.E.*)False

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TYPE-B83 SC R=10' END APPROACH SLAB G PROP. PROJECT REFERENCE NO. SHEET NO.
VAR.3' 4" -L- STA 16+51.60 GRAVEL DRIVE -L- PRC 17+8374 MACON COUNTY
1'-7" O BETTY JQ-11 PG 196LOVE BRIDGE #550079 L4
c0 TO 3'-10' - y R/W T NO.
PRbP. BEGIN BRIDGE 02 -L- PT /8+68.72 0
'/ / R:AUSBAEAYPL.D/E4S:RISN.H2://
ENGIN ENGINEER
ENGINEER
EERS
F Ps /� -L- STA 15+84.99 DB Y-37 PG 2330 /
BEGIN RESURFACING O / »nrr>„
b1 V O / ROP FRANKLIN MARSHALL BRADEY -L-SIA.,8+8000, N�/ / O11
PROP. Q p FDPS PROP.ASPHALT DRIVE \ \ f11/ / ,, ,,
O CJ~~ CLASS, / / ,»punuAq, d..11 CAR01,.,
FDPS i 3 / / $ tNCARD,., 9,,............•rN.o>o / PROP. END CONSTRUCTION END FDPS EST.4 TOI•IS� / / C:..E••••.., rl!p, 2.•EES$/p' , Q M SBG -L-STA.17+36.52 GEOTEXTI `� / SHD9ILN-35PG872Yv9 .` .pE 55/ON.:9� .:4Q? 're\DW
/�r�o ^ 0 176P.14.R.211 EST.IO SY\\ / = 4Q' SEAL`- DC 11y -DR- STA 10+30.00 -L- PRC 15+84.4/ +13.00 SSNw RC /9+72.77 E i 044158
+ao\CP
EX RAN>� :. 35018 ; 3 F ,,:•.,
PE-III 55.0 +93.00 K P� SEP P MP G. �t7` DOC 20+62.87 .FNG r<Q.: i,r'•..NGINY•:
1'-7" +40.0 7.00' eR� ��. _ r'••... �YiN'j' ,.
T 'E-III VAR.3'-0" +05.00DECK *s.i '' s I NE.:`�.,'`�� ', `°
BEGIN APPROACH SLAB TO 3'-6" I 30.00' 69.00' G3 \srEPs =°�/Js JS -,.- II
o',;" t'`d 'n o
SC -L- STA 15+74.40 -DR POT 10+0019 RM � sTFD1CDCRER=8 -L- PC l•+14.78 i rrru,RIDGOADWAY RETIONSHIP SKETCH68 �- e- DOCUMENT NOT CONSIDERED FINAL
1A COLUMN JTS EK
� 1 5. 'a. \ �� UNLESS ALL SIGNATURES COMPLETED
R....,..-- CO� 1 +88.80 0,GR �c
� ..Si p / --+ 18"RCP IV / '- 5R 1369 g-EWCO RD) 1GS TGS ENGINEERS
FOR STRUCTURE PLANS,SEE SHEET S-1 THRU S-42 z' E is g ppVED ROpNAY 3oa-c N. LAFAYETTE ST
CONC.DITCH ¢ ✓�.*t`/ m -BL Z,/, iB '0 BM#��_ 1�[:•d�2 'r' y SHELBY, NC 28150
SEE DETAIL 2 V `e, 'T! ,> F S�f _r �� PH [phone]
.1„.� , PAVEMENT REMOVAL +14.78 �P,Fg •' ' VE EXIST.BRIDGE �� CORP. LICENSE NO.: C-0275
�A���A�� 30.00' S� _ ..YY 4 r
q 15"RCP-III ?� --.5 ) ,,y, p RE � � 13 �aiw
ic�►N:4111 i DETAIL 1 DETAIL 2
TERRY E HALL 30.00' 16.11144
-/ / /�:; � n� RIP RAP AT EMBANKMENT
DB C-21 PG 1455 /� e� .�"�'��^ t +TYP. INer re Stole) CONCRETE DITCH
-L- PT 13+523/ . << �!i{/ I 50' TAPER +68.72 (Not Scale)
y �ir��Ir:��� y�Y -�/ TO EX PM
END PROJECT - Np PROP. PROP.ROADWAY
x� / ,i �' +83.7aEX'ST END RES RFACING PROP. �^ \ STAAKE
Q + ®���'� ,1� C 30.00' PIPE 1.5' / .t}
z//�/+so.00 auA E 17BP.14.R.211 z3 +` --
C,yp/ EX RM/ �/ !R r END FDPS 53.00
// -.. r '. 58.00' -L- STA 19+30.00
�� BM°I p " -L-STA.17+15.35 4°
-f / / 18"RCP-III ..w� /y0� J'- -L-STA. •+37.40 END SBG STREAM CONC.
-L- PCC l0 86J7 / +BO.r% -L-STA.16+57.10 Typo of Liner- CLASS'I'RIP-RAP BED DITCH
N L-PT I21958 FLO 1,LE A'„,/- �'N' '� 30.r.' CLASS'B'RIP-RAP _
s �- ° EST.3 TONS MODIFIED CONC.FLUME -L-STA.14+66 RT FROM -L-14+50 STA.TO STA.15+60 RT
-L- PC 10+00 c \ // FI.4�` /��� 40.00 0 5OTEEXSRE 03 SEE DETAIL SHEET 2C-1
-L- PC 12+38.68 • z .; '`, 01. 3 O
��J. ./ `!y Q�. JOSEPH R MARSH JR END BRIDGE
2 ; P . '.. o DB Q-22 PG 287 -L- STA 16+41.01
o '�� O USE 8'GUARDRAIL POSTS +55.00 -DR- CURVE DATA -L- CURVE DATA
Yyz .> FOR ALL AREAS IN FRONT 65.00'
/ c OF PROPOSED WING WALLRIP-RAPATEMBANKMENTPl Sta 10+7/83Pl Sta 10+4355 Pl Sto 11+6/69 Pl Sta 12+9554 Pl Sta 15+5/.O8
/� KM SEE DETAIL, A = //5 5/'33 8'(RT) = 20 29 09A'(LT) A = 4424'S5J'(LT) A = 5 25'32.9'(LT) A = 39'53'37.4'(RT)
,,,,., / / /,. _ S+So.Or4 CLASS'I'RIP-RAP D = 229 l0 S92" D = 23 96'27J' D = 30.
0 58,
8 /45" D = 4'46'28.7' D = 57 l7'448'
sy ��{, 30.00' EST.4 TONS
Z �°qF�� f S>N" �' / a000° BEGIN FDPS L = 5055' L = 86J7' L = /43.4/' L = 113.64' L = 69.63'
w �l ' /o/�` -L-STA.14+50.00 T = 39.90' T = 4355' T = 7553' T = 56.86' T = 3629'
7 �90�9p R,w - BEGIN PROJECT R = 25.00' R = 24/DO' R = 185.00' R = 1200.00' R = 100A0'
\ / y 17BP.14.R.211 BI-N 8'4/'34.8'E SE = 0A4
,` B2-S 55 26'51.4'E PI Sta 16+8453 PI Sto 18+26.27 PI Sto 20+17.84 DS = 20 MPH
f+\ mom _ -- ��/�s.. -L- STA 14+50.00 /-DR- PC 10+31.93 A = 13'26'08.9'(LT) A = 6'05'105'(RT) A = 4'35'19.4'(RT)
N R w \��- 2 -DR- PT 10+82.49 D = 6'44'26.4' D = 7'09'43J' D = 5'05'346"
e '/ / 3 -DR- POT 10+9/.88 L = /99.32' L = 84.98' L = 90J0'
= -L- POC /5+72.49 T = 100J2 T = 4253' T = 4507'
R = 850A0 R = 80000 R = /125.00'
NOTE:ALL DRIVE RADII ARE 10', UNLESS OTHERWISE NOTED. DS = 15 MPH DS = 5CMPH
2,050 2,050
2,040 2,040
sy�g/q�p� E_ 2 }4 END GRADE
SFAI5+84.09 BEGIN RESURFACING ,ii D RESURFACING
2,030 -L- STA18+80,00 -L- SfA19+30D0 2,030
P1= 15+00A0 ELEV.200524
2 BEGIN GRADE EL - &0/25/' PI- U+60A0 _ 50'-0''
a L • STA/4/50.00 VC = 100' LOW bzlE EL - 2,011.48'
2.020 `a FI fV.9ty90X) K = 446 Low CHORD EXIST.BRIDGE VC_ 3a 2,020 I
DS 00 M1'11 TO BF JROMONED K_ S
o- !�1
N. DS = 35 MPH
LO
f-h99.a
2,010 - - T •
2,010
d - I I
1 '-EX.SRAIIF
3 pr IN 1
,p _-S 11N 'RA()0 - �1 +75'(0 PROP.EEC'NATION �. rN,I PROP Frr.verl
O 2,030 DR- STA'0 i-3n.00 EL = 2,0/323' TO ELEV.2003.6'+�J TO ELEV.2003.9'+/- `� � 2,000
FLCEV.2020.46 I I KO-=I BRIDGE HYDRAULIC DATA =
a AFPROX.W.s.LILY.ON DATE Or DESIGN DISCHARGE = 1200 CFS
Ln \ END GRADE H-PLES(TYP.I WE LISIP N/107n81- MO3.S• DESIGN FREQUENCY = 5 YR'
/� -DR- STAJO1-8/-86c DESIGN /8W ELEVATION = 20092 FT - 1,990
O 2,020 4 STA15+78.08 (: ) CHFFT-PLIES(YYP1 BASE DISCHARGE = 3/00 CFS _ '
O BASE FREQUENCY = 100 YR
''' 20'2 E3
\ BASE NW ELEVATION = 20/4.4 FT -
N
OVERTOPPING DISCHARGE= 1600 CFS -
m 2,010 / OVERTOPPING FREQUENCY= 10 YR +/- - 1 980 O
y OVERTOPPING ELEVATION= 20/OJ FT .
v
=PROP.BRIDGE IMPROVES
o LEVEL OF SERVICE
DR',ono
> DATE OF SITE VISIT = 03/07/18 - 1,970
EATION
(DOE ONPDATE OF SITE VISIT= 20035 FT
N
CV V 10 11 14 15 16 17 18 19 20
..X,

15+00 15+50 16+00 16+50 17+00 17+50
VERTICAL GRADE DATA -L-
(-)0.6600% SPAN A VERTICAL GRADE DATA -L- STA.15+84.99-L •
-
(-)O.436 % WORK POINT °1
i
PI = 15+00.00 (-)0.43607 i
(-)4. 00
80i PRC STA.15+84.41-L- i
EL = 2,012.57 PI = 17+50.00 •• -L
VC = 100' EL = 2,011.48'
1'-6"TO LIMITS OF UNCLASSIFIED
STRUCTURE EXCAVATION VC = 170' CHORD
EXTENDED •
APPROX. .S.ELE .= 2003.5
- 2.030 FILL FACE CL END BENT 1 D TE:3/7/18 FILL FACE 0 END BENT 2 i�FILL FACE
- STA.15+84.99 -L- EL.2,009.2 STA.16+41.01 L IGNORE CURVE , 0 EB1
•
G.P.EL.2,012.20 (05) G.P.EL.2,01196 •
- EL.2.014.4
- 2.020 (0100) / s. WORKPOINT 41 DETAIL
— Z' V s.
vr THE CONTRACTOR SHALL USE THE TANGENT EXTENDED
m=�FIX�F UNCLASSIFIED EXP. ,. Cb END BENT 1 FOR THE LAYOUT OF THE FOLLOWING:
) STRUCTURE e;3 1.LAYOUT OF END BENT 1
• 2,010 Jr 2.LAYOUT OF APPROACH SLAB AT END BENT 1
�il Y EXCAVATION \
- �! t1 �� F F 3.COMPUTATIONS OF BRIDGE OR APPROACH
0 0 ) e�e� a SLAB ELEVATIONS
APPROXIMATE GROUND LINE �v �� Orx Ofx IN ADDITION.THE CONTRACTOR SHALL ASSUME THAT ALL
2,000 x, v STATIONING OCCURS ALONG THE CHORD EXTENDED.
� 0 o
0
N HYDRAULIC DATA:
��; 4.7 w HP 12x53 STEEL PILES
— 1,090 (TYPJ DESIGN DISCHARGE STA.16+41.01a
1200 CFS ORK POINT 2
u STEEL SHEET PILES FREQUENCY OF DESIGN DISCHARGE 5 YRS.
(TYP.) DESIGN HIGH WATER ELEVATION 2009.2
DRAINAGE AREA 10.5 SO.MI.BASE •
/ IGNORE CURVE
- 080 EXCAVATE EXCAVATE BASE HIGH HWATER ARGE ( l ELEVATION 00) 3100 CFS
TO EL.2,003.6 TO EL.2.003.9 2014.4 •
(GRADE TO DRAIN) (GRADE TO DRAIN)
OVERTOPPING FLOOD DATA: / CHORD
END BENT 1 END BENT 2 FILL FACE-' EXTENDED
SECTION ALONG -L- OVERTOPPING DISCHARGE 1600 CFS EB2
•
FREQUENCY OF OVERTOPPING FLOOD 10 YR±
OVERTOPPING FLOOD ELEVATION * 2010.1
SECTIONS THROUGH END BENTS ARE TAKEN AT RIGHT ANGLES
* PROPOSED BRIDGE IMPROVES LEVEL OF SERVICE WORKPOINT *2 DETAIL
THE CONTRACTOR SHALL USE THE TANGENT EXTENDED
LOW CHORD ELEVATIONS 0 END BENT 2 FOR THE LAYOUT OF THE FOLLOWING:
1. LAYOUT OF APPROACH SLAB AT END BENT 2
EXISTING EB1: 2,008.55 EB2: 2.008.34 2.COMPUTATIONS OF APPROACH SLAB ELEVATIONS
STRUCTURE GC' IN ADDITION.THE CONTRACTOR SHALL ASSUME THAT ALL
O ,' STATIONING OCCURS ALONG THE CHORD EXTENDED.
-L- CURVE DATA
yq PRC 15+84.41 -L- WORK POINT 2 PI Sta p= 13° 26'16+84.53 LT)
0 CC 2 — D ° 6° 44'26.4"
y c:V."
WORK POINT 17 FILLIFACEO(I END BENT 2
q�O STA.15+84.99 -L- T = 100.12'
/ FILL FACE Cb END BENT 1 STA.16+13.00 -L RING
-
BRIDGE PAY Y oI EM R ° 850.00'
BRIDGE I.D.STA.
& DETAIL)(TYP.)
STA.15+74.40 -CHORD EXT.- STA.16+51.60 -CHORD EXT.- TO SR 1361
BEGIN APPROACH SLAB A
• END APPROACH SLAB
CHORD EXT.
(SEE "WORKPOINT .1f a ;�#jJ ��� _.r A1
°I DETAIL'I % �;�, =, Nr — -L- PROJECT NO. 17BP.14.R.211
-CHORD EXT.- MACON COUNTY
///////' / 77 (S DEAORKPOINT
. 135°00 RD) / STATION: 16+13.00-L-
i (TO CHORD)
ti36$ (TYP.) SHEET 1 OF 4 REPLACES BR.NO.550079
�c
� STATE OF NORTH CAROLINA
...
�- . DEPARTMENT OF TRANSPORTATION
-L- CURVE DATA 28' 0"(ALONG CHORD) "'/
RALEIGH
GENERAL DRAWING
PI Sta 15+51.08 56'-0"= LENGTH OF BRIDGE FOR BRIDGE OVER
A= 57° 5317' 4.8"(RT) FILL FACE TO FILL FACE (ALONG CHORD)
D = 57° 17'44.e" TELLICO CREEK
L = 69.63'
T = 36.29' ON SR 1369
R = 100.00' BETWEEN SR 1368 AND SR 1367
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
PLAN jW TGS ENGINEERS NO. BY: DATE: NO. BY, DATE: S-1
DRAWN BY CCC DATE 1/19 804—C N. LAFAYETTE ST
CHECKED BY : MGC DATE : 7/19 PILES & SHEET PILES NOT SHOWN IN PLAN VIEW FOR CLARITY SI-Hi io4)476 NC �0003 8150 9 SHEETS
DESIGN ENGINEER OF RECORD I MGC DATE : 7/19 .CORP_ LI EN E NO.: C-0275 2 4 42

F' 'TA' '2, 7 STEEL
YO LP
0'� \ 4 95NEET PILES
& c$v ) PZ27 STEEL m m
c,'<. �'‘ SHEET PILES `n r
AI
ti _
o1111111 / C PZ27 STEEL
7-9 / �, SHEET PILES
9- !
S� O-. �O //
4, FF TO eA •/ /"
�'.< sy e OFF •/ / ,g /
FFj S /' STA.16+13.00-L-
A ID STA. ,�",/
QS�<<.") 'r'FS / / Y
/ tz)zi: BRIDGE
HP 12x53 /• �/• HP 12x53
,�F(' W.P.°1 STEEL PILES / STEEL PILES
`7 STA.15+84.99-L- / / CHORD FILL FACE (�
��� /' A
END BENT 2 e,
5 /��___ ,
AAp I.P.a2 t�F
/•/ L / , STA.16+41.01-L- \c.
°.) FILL FACE 0 / / / �� ti
END BENT 1 /• / 135°00'00" p �Q
/' / (TO CHORD) ," �• N V�
/• / / (T Y P.) A . / / ./ Gi•P
/ to 9'
• / / T
•/ / 0 % /• Oc
• / / S� r A
/•/ / / IO /� ��!SO,, �!Fs
s- / /(07 ' yF O
6-- / / / Fl C �( �ti
• / A �, G
HP 12x53 STEEL / co'� �!F Q� `.gyp
BRACE PILE _ — — r <t,
PZ27 STEEL �\ ���
SHEET PILES o �i ('•��F�
PILES `;o C PZ27 STEEL 1
STEEL SNEES S��lr,) SHEET PILES Q1B
W912'1 >AS1. I, END BENT 2
END BENT 1 •e,F
FOUNDATION LAYOUT
DIMENSIONS LOCATING PILES ARS
SHOWN TO THE CENTERLINE PILE.
PROJECT NO. 17BP.14.R.211
FOUNDATION RECOMMENDATION NOTES MACON COUNTY
-H FOR PILES.SEE SECTION 450 OF THE STANDARD SPECIFICATIONS. CONCRETE IS REQUIRED TO FILL HOLES FOR PILE EXCAVATION AT END BENT NO.1 AND STATION: 16+13.00—L—
END BENT NO.2.
PILES AT END BENT No.1 ARE DESIGNED FOR A FACTORED RESISTANCE OF 60 TONS PER PILE. SHEET 2 OF 4
PZ27 STEEL SHEET PILES ARE TO BE DRIVEN IN FRONT (STREAM SIDE)OF HP 12x53 STEEL PILES AT
DRIVE PILES AT END BENT No.1 TO A REQUIRED DRIVING RESISTANCE OF 100 TONS PER PILE. EACH END BENT AS SHOWN. SOME EXCAVATION MAY BE REQUIRED DUE TO BOULDERS.
STATE OF NORTH CAROLINA
DRILLED-IN PILES ARE REQUIRED FOR END BENT NO.1. EXCAVATE HOLES AT PILE LOCATIONS TO SHEET PILES SHOULD BE DRIVEN TO REFUSAL AND AT MINIMUM ELEVATION DEPARTMENT OF TRANSPORTATION
ELEVATION 1991.3 FT.OR A MINIMUM OF 5 FT.INTO ROCK. FOR PILE EXCAVATION.SEE SECTION OF 1996.3 FT.FOR END BENT No.1 AND AT 1998.2 FT.FOR END BENT No.2. RALEIGH
450 OF THE STANDARD SPECIFICATIONS. IF REFUSAL IS ENCOUNTERED ABOVE THE MINIMUM ELEVATIONS SPECIFIED,THE RESIDENT ENGINEER WILL
PILES AT END BENT No.2 ARE DESIGNED FOR A FACTORED RESISTANCE OF 60 TONS PER PILE. NEED TO CONTACT THE GEOTECHNICAL OPERATIONS PERSON TO REVIEW AND MAKE RECOMMENDATIONS. GENERAL DRAWING
DRIVE PILES AT END BENT No.2 TO A REQUIRED DRIVING RESISTANCE OF 100 TONS PER PILE. THE SCOUR CRITICAL ELEVATION FOR THE SHEET PILES AT END BENT No.1 IS 1996 FT. FOR BRIDGE OVER
AND END BENT No.2 IS 1998 FT.RESPECTIVELY.SCOUR CRITICAL ELEVATIONS ARE USED TELLICO CREEK
DRILLED-IN PILES ARE REQUIRED FOR END BENT 2. EXCAVATE HOLES AT PILE LOCATIONS TO TO MONITOR POSSIBLE SCOUR PROBLEMS DURING THE LIFE OF THE STRUCTURE. ON SR 1369
ELEVATION 1998.2 FT.OR A MINIMUM OF 5 FT.INTO ROCK. FOR PILE EXCAVATION.SEE BETWEEN SR 1368 AND SR 1367
SECTION 450 OF THE STANDARD SPECIFICATIONS.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
DRAWN BY NODATE 2/19 l TGS ENGINEERS NO. BY, DATE: NO. BY, DATE: S-2
AFAYETTE ST
gf
CHECKED BY .• MGC DATE SH ELBY,))E NO.NC 28150 9 NJ SHEETS
$/19 .CORPFLICEN HOINEFRS 804-C N. LS C-0275 42
DESIGN ENGINEER OF RECORD :MGC DATE 8/19

BM#I: SPIKE IN BASE OF 20" TREE, -L- STA. 14+31.009 2705' LT 9 ELEV. 2017042'
\ ISTFD\ \ /�J /
STA.16+13.00 -L- \ /�
BRIDGE I.D.STA. 111110 rr;l)
���,, ratp CREEK �-
ar ______,,,,,/ EXISTING STRUCTURE
1,
�O �� /r SR 136�1�C�0 5�
y
�� c+ EXISTING —
//� • J7 - .
q�p SR 1369 �' 9
(TO CHORD) „IF'
(TYP.) ' 1
• / r .)
d5 PROPOSED GUARDRAIL (TYP
(ROADWAY PAY ITEM & DETAIL)
V
/ CLASS B RIP RAP
'7 (ROADWAY PAY
• �•�� �� • PROPOSED STRUCTURE ITEM & DETAIL)
•
4 ' ;S CLASS B RIP RA/
(ROADWAY PAY
ITEM & DETAIL)
• •.1P
FOR UTILITY INFORMATION SEE UTILITY
PLANS AND SPECIAL PROVISIONS
LOCATION SKETCH
NOTES:
ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADING. THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM
THE BEST INFORMATION AVAILABLE. SINCE THIS INFORMATION IS SHOWN FOR THE
THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE CONVENIENCE OF THE CONTRACTOR,THE CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER
REQUIREMENTS OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR ADDITIONAL COST
INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING BRIDGE SUBSTRUCTURE SHOWN
THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1. ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITE.
FOR OTHER DESIGN DATA AND GENERAL NOTES, SEE NOTES SHEET S-42. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH '1HEC
18-EVALUATING SCOUR AT BRIDGES."
FOR FALSEWORK AND FORMWORK,SEE SPECIAL PROVISIONS. FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS.
FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONS. FOR ASBESTOS ASSESMENT FOR BRIDGE DEMOLITION AND RENOVATION
FOR CRANE SAFETY,SEE SPECIAL PROVISIONS. ACTIVITIES,SEE SPECIAL PROVISIONS.
FOR EROSION CONTROL MEASURES, SEE EROSION CONTROL PLANS. REMOVABLE FORMS MAY BE USED IN LIEU OF METAL STAY-IN-PLACE FORMS IN ACCORDANCE
WITH ARTICLE 420-3 OF THE STANDARD SPECIFICATIONS. 17 B P.14.R.211
INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL PROJECT LINO.
CONTAINS LEAD.THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLE ALL STRUCTURAL STEEL SHALL BE AASHTO M270 GRADE 50W AND PAINTED IN ACCORDANCE M A C O N
107-1 OF THE STANDARD SPECIFICATIONS.ANY COSTS RESULTING FROM WITH SYSTEM 5 OR SYSTEM 6 OF THE STRUCTURAL STEEL SHOP COATINGS PROGRAM AND COUNTY
THE COMPIANCE WITH APPLICABLE STATE OR FEDERAL REGULATIONS SECTION 442-8 OF THE STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS.
PERTAINING TO HANDLING OF MATERIALS CONTAINING LEAD BASED PAINT
SHALL BE INCLUDED IN THE BID PRICE FOR 'REMOVAL OF EXISTING THE CLASS AA CONCRETE IN THE BRIDGE DECK SHALL CONTAIN FLY ASH OR GROUND GRANULATED STATION: 16+13.0 O-L-
STRUCTURE." BLAST FURNACE SLAG AT THE SUBSTITUTION RATE SPECIFIED IN ARTICLE 1024-1 AND IN
THE MATERIAL SHOWN IN THE CROSS HATCHED AREA ON SHEET S 1 SHALL ACCORDANCE WITH ARTICLES 1024-5 AND 1024-6 OF THE STANDARD SPECIFICATIONS. NO PAYMENT SHEET 3 OF 4
WILL BE MADE FOR THIS SUBSTITUTION AS IT IS CONSIDERED INCIDENTAL TO THE COST OF
BE EXCAVATED FOR THE DISTANCE OF 30 FT.EACH SIDE OF THE THE REINFORCED CONCRETE DECK SLAB.
CENTERLINE OF THE BRIDGE AS DIRECTED BY THE ENGINEER.THIS WORK STATE OF NORTH CAROLINA
WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR UNCLASSIFIED TEMPORARY SHORING WILL BE REQUIRED IN THE AREA INDICATED IN THE PLAN VIEW, DEPARTMENT OF TRANSPORTATION
STRUCTURE EXCAVATION, SEE SECTION 412 OF THE STANDARD SHEET 1 OF 4. RALEIGH
SPECIFICATIONS.
FOR THE LIMITS OF TEMPORARY SHORING FOR MAINTENANCE OF TRAFFIC,SEE TRAFFIC CONTROL GENERAL DRAWING
AFTER SERVING AS A TEMPORARY STRUCTURE,THE EXISTING 1 SPAN STRUCTURE PLANS. FOR PAY ITEM FOR TEMPORARY SHORING FOR MAINTENANCE OF TRAFFIC,SEE
(1 ( 40'-6)CONSISTING OF A TIMBER FLOOR ON STEEL I-BEAMS,WITH A CLEAR ROADWAY PLANS. FOR BRIDGE OVER
ROADWAY WIDTH OF 19'-0/4"AND A 1"ASPHALT WEARING SURFACE:AND A
SUBSTRUCTURE CONSISTING OF TIMBER POST AND BEAM ABUTMENTS.AND LOCATED REMOVAL OF THE EXISTING BRIDGE SHALL BE PREFORMED IN A MANNER THAT PREVENTS T E L L I C O CREEK
AT THE SITE OF THE PROPOSED BRIDGE SHALL BE REMOVED. THE EXISTING BRIDGE DEBRIS FROM FALLING INTO THE WATER. THE CONTRACTOR SHALL SUBMIT DEMOLITION ON SR 1369
IS PRESENTLY POSTED FOR LOAD LIMIT. SHOULD THE INTEGRITY OF THE BRIDGE PLANS FOR REVIEW AND REMOVE THE BRIDGE IN ACCORDANCE WITH ARTICLE 402-2 OF
DETERIORATE DURING CONSTRUCTION OF THE PROPOSED BRIDGE.THIS LOAD LIMIT THE STANDARD SPECIFICATIONS. BETWEEN SR 1368 AND SR 1367
MAY BE REDUCED AS FOUND NECESSARY DURING THE LIFE OF THE PROJECT.
FOR 18"GALVANIZED STEEL SHEET PILES,SEE SPECIAL PROVISIONS. DOCUMENT NOT CONSIDERED FINAL
yU�NLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
jW TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S-3
DRAWN BY CCC DATE : 1/19 804-C N. LAFAYETTE ST
SHELBY, NC 28150 9 3 TOTAL
CHECKED BY MGC DATE 1/19 . PH g704)476-0003 SHEETS
DESIGN ENGINEER OF RECORD :MGC DATE 7/19 CORP- LI EN E NO.: C-0275 2 42