20201578 Ver 1_Meeting Request Review Doc Attachment_20201027

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See Sheet 9 A For Index of Sheets
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01F .� j TT.� llt : A STATE STATE PROJECT REFERENCE NO. NO. SHEETS
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C -� 1311132, , N.C. 17BP.14 . R.208 i(i) I-1113 1114II' H (1133 _ i STATE PROJ.NO. F.A PROJ.NO. DESCRIPTION
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• ` 17BP.14.R.208 N/A PE
' " 1133 1:::g _, 17BP.14.R.208 N/A UTIL & RAN
G��� —__�` %� e� 17BP.14.R.208 N/A CONST.
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SWAIN_ COUNTY 1641�
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MACON COUNTY����e s0�-, 28 _
eN • ?-fa PROJECT 1363 , t NN,
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1473 ... 1362 H
LOCATION , _1
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1369 1367 (�� ,. _ 1369 1 1370 ,� _ LOCATION: BRIDGE #550180 OVER SUGAR COVE CREEK
136 t''.,",-`-�; — — P — j 1 ,69 ��� SR 1 (TELLICO
ON369 RD)11�\�o Creek -'��� 1369 1369 1372 ,♦ 'i'i
� ��, Tellico-`�� 1370' &,- N
�� 1366 a` _�� 41372 N TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
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O DOCUMENT NOT CONSIDERED FINAL
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UNLESS ALL SIGNATURES COMPLETED
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0 HYDRAULICS
0 GRAPHIC SCALES DESIGN DATA PROJECT LENGTH NCDOT CONTACT: ADAM DOCKERY ,. �N Ca Roy •,
o% .•• .A, . ENGINEER
> PLANS PREPARED BY: PLANS PREPARED FOR: .� E S S / '. 9
ADT 2016 = 90
50 25 0 50 100S TGS ENGINEERS NORTH CAROLINA DEPARTMENT SEAL ! S.
�10a p
o = % * ENGINEERS 804-C N. LAFAYETTE ST OF TRANSPORATION - OOP
T 6 LENGTH ROADWAY PROJECT 17BP.14.R.208 #550180 = 0.049 SHELBY. NC 28150 038697 �� �q�
Ii ' ' DIVISION 14 •PH [phone] F :• ,
I V = 25 MPH LENGTH STRUCTURE PROJECT 17BP.14.R.208 #550180 = 0.010 r
CORP. LICENSE NO.: C-0275 345 Toot Hollow Rd Q••.NGINE�.. �� OoQ* — — Bryson City. NC 287 13 �i•li/�•"••••tisss, P.E.
PLANS �`
TTST = 3 /o DUAL = 3 /o '�•.,,,,B,,;v��
C 50 25 0 50 100 TOTAL LENGTH PROJECT 17BP.14.R.208 #550180 = 0.059 RIGHT OF WAY DATE: SIGNATURE: q
0 �11nnf,,,, 0
�� I = FEB. 8 2019 JIMMY L. TERRY, PE ,.s�-� CA... ROADWAY DESIGN �� a�
° F U N C CLASS I PROJECT ENGINEER ��,, 400 S•S%6'�;/�9,,� ENGINEER '°� Q�Q
`CC PROFILE (HORIZONTAL) LOCAL — RURAL : - o0
•� SEAL 9 • CIF
Q
O H-o LETTING DATE: = o p��
00 E 10 5 0 10 20 CLINTON PRUETT, El 35018
(� PROJECT DESIGN ENGINEER �i
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0 L j ' " SUB—REGIONAL TIER J •, ,;•FticiNE<% � ,,$'
—V J PROFILE (VERTICAL) 2018 STANDARD SPECIFICATIONS ,,,��I iiiult��,, SIGNATURE: P.E.

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PROJECT REFERENCE NO. SHEET NO.
/7BP.14.R.208 IA
ROADWAY DESIGN
co
ENGINEER
SEAL
t. 35018
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INDEX OF SHEETS GENERAL NOTES STANDARD DRAWINGS
SHEET NUMBER SHEET GENERAL NOTES: 2018 SPECIFICATIONS
EFFECTIVE: 01-16-2018 EFF. 01-16-2018
REVISED: REV.
1 TITLE SHEET 2018 ROADWAY ENGLISH STANDARD DRAWINGS
GRADE LINE:
1A INDEX OF SHEETS, GENERAL NOTES, AND STANDARD DRAWINGS The following Roadway Standards as appear in "Roadway Standard Drawings"
GRADING AND SURFACING: Highway Design Branch - N. C. Department of Transportation - Raleigh, N. C.,
1B CONVENTIONAL SYMBOLS Dated January, 2018 are applicable to this project and by reference hereby
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:
200.02 Method of Clearing - Method II
2C-1 SPECIAL DETAIL - W BEAM RAIL SECTION CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY 225.02 Guide for Grading Subgrade - Secondary and Local
METHOD II. 225.04 Method of Obtaining Superelevation - Two Lane Pavement
2C-2 SPECIAL DETAIL - TYPE III STRUCTURE ANCHOR UNITS SUPERELEVATION : DIVISION 3 - PIPE CULVERTS
2C-3 SPECIAL DETAIL - AT-1 END UNIT ASSEMBLY ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH 300.01 Method of Pipe Installation
STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
2C-4 SPECIAL DETAIL - TYPE III SHOP CURVED STRUCTURE ANCHOR UNIT SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL DIVISION 4 - MAJOR STRUCTURES
SECTIONS.
2C-5 SPECIAL DETAIL - TYPE B-83 SHOP CURVED ANCHOR UNIT 422.02 Bridge Approach Fills - Type II Modified Approach Fill
SHOULDER CONSTRUCTION :
2G-1 STANDARD TEMPORARY SHORING DETAIL DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01 560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
3B-1 EARTHWORK, PAVEMENT REMOVAL, AND GUARDRAIL SUMMARIES &
LIST OF PIPES, ENDWALLS, ETC(FOR PIPES 48IN & UNDER) SIDE ROADS: DIVISION 8 - INCIDENTALS
3G-1 SUMMARY OF SUBSURFACE DRAINAGE, AND SUMMARY THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE 815.02 Subsurface Drain
OF AGGREGATE SUBGRADE/STABILIZATION SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. 840.00 Concrete Base Pad for Drainage Structures
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS 840.25 Anchorage for Frames - Brick or Concrete or Precast
INVOLVED. 840.29 Frames and Narrow Slot Flat Grates
4 PLAN AND PROFILE SHEET 840.35 Traffic Bearing Grated Drop Inlet - for Cast Iron Double Frame and Grates
SUBSURFACE DRAINS: 840.46 Traffic Bearing Precast Drainage Structure
TMP-1 THRU TMP-5 TRANSPORTATION MANAGEMENT PLANS 840.66 Drainage Structure Steps
SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.02 AT 846.01 Concrete Curb, Gutter and Curb & Gutter
PMP-1 THRU PMP-2 PAVEMENT MARKING PLANS LOCATIONS DIRECTED BY THE ENGINEER. 846.04 Drop Inlet Installation in Shoulder Berm Gutter
862.01 Guardrail Placement
EC-1 THRU EC-5 EROSION CONTROL PLANS GUARDRAIL: 862.02 Guardrail Installation (Special Detail for Sheet 6 of 8)
862.03 Structure Anchor Units
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING (Special Detail for Type III Anchor Units Sheets 1 of 7 and 2 of 7)
RF-1 REFORESTATION DETAIL SHEET CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT 862.04 Anchoring End of Guardrail - B-77 and B-83 Anchor Units
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. 876.02 Guide for Rip Rap at Pipe Outlets
X-1A CROSS-SECTION SUMMARY SHEET 876.04 Drainage Ditches with Class 'B' Rip Rap
0
X-1 THRU X-3 CROSS-SECTIONS
cc TEMPORARY SHORING:
( SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC NOT SHOWN ON THE PLANS
co S-1 THRU S-32 STRUCTURE PLANS WILL BE PAID FOR AT THE CONTRACT PRICE FOR "TEMPORARY SHORING".
L0
0
END BENTS:
L
,20
THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS-
ro SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
3
ro
APPROACHING A BRIDGE.
0
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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CD PROJECT REFERENCE NO. SHEET NO.
N
STATE OF NO I'� TH C I'� OLINA9 DIVISION OF HIGHWAYS l7BP.l4.R.208 /—B
c\i
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY: Note: Not to Scale *S. U.E. = Subsurface Utility Engineering WATER:
RAILROADS:
State Line Water Manhole
Standard Gauge CSX TRANSPORTATION Hedge Water Meter o
County Line
RR Signal Milepost O
ST M/LEPO 35 Woods Line
Township Line Water Valve 0
Switch Orchard O O O O
City Line - - SWITCH Water Hydrant O
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
Property Monument ECM
Parcel/Sequence Number
® Primary Horiz Control Point C MINOR: TV:
Existing Fence Line -x x x-
Primary Horiz and Vert Control Point ' Head and End Wall / CONC HW TV Pedestal
Exist Permanent Easment Pin and Cap O Pipe Culvert TV Tower
Proposed Woven Wire Fence ° U/G TV Cable Hand Hole HH
New Permanent Easement Pin and Cap O Footbridge
Proposed Chain Link Fence U/G TV Cable LOS B (S.U.E.*) - -ertical Benchmark - -TV- - — -
V
Proposed Barbed Wire Fence O I Drainage Box: Catch Basin, DI or JB CB * - —TV—Existing -
Right of WayMarker U/G TV Cable LOS C (S.U.E. )
Existing Wetland Boundary - - - —WLB— — — — g Paved Ditch Gutter U/G TV Cable LOS D (S.U.E.*) TV
Existing Right of Way Line - Storm Sewer Manhole CD
Proposed Wetland Boundary WLB New Right of Way Line (t) Storm Sewer S U/G Fiber Optic Cable LOS B (S.U.E.*) - - - —TV FO— — -
Existing Endangered Animal Boundary EAe 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 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:
Concrete R/W Marker ® ® GAS:
Known Contamination Area: Soil =�` —s—=®: oncree orGranite
—s— Existing Power Pole y
New Control of Access Line with Gas Valve 0
Potential Contamination Area: Soil -m-s-m-s- Concrete C/A Marker ® ® Proposed Power Pole b
Known Contamination Area: Water -=®�-W- =®=-W- Gas Meter
Existing Control of Access , c\ Existing Joint Use Pole
U/G Gas Line LOS B (S.U.E.*) -
) - —
Potential Contamination Area: Water -M-W-M-W- Pro osed Joint Use Pole
New Control of Access ® p U/G Gas Line LOS C (S.U.E.*) - —G— —
Contaminated Site: Known or Potential (lair
r�;, Power Manhole
Existing Easement Line E U/G Gas Line LOS D (S.U.E.*)
BUILDINGS AND OTHER CULTURE: New Temporary Construction Easement - E Power Line Tower X A/G Gas
p ry Above Ground Gas Line
Gas Pump Vent or U/G Tank Cap 0New Temporary Drainage Easement TDE Power Transformer /v
Sign 0
s New Permanent Drainage Easement PDE U/G Power Cable Hand Hole HH SANITARY SEWER:
Well ° H-Frame Pole •--• Sanitary Sewer Manhole ®O
New Permanent Drainage / Utility Easement DUE Sanitary Sewer Cleanout
Small Mine /` 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 I TELEPHONE:
Building I I ROADS AND RELATED FEATURES: SS Forced Main Line LOS C (S.U.E.*) - —FSS— -
School I r Existing Edge of Pavement Existing Telephone Pole SS Forced Main Line LOS D (S.U.E.*) FSS
Church - Proposed Telephone Pole �
Fr-H 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 cR Utility Located Object o
Hydro, Pool or Reservoir T T T U/G Telephone Cable Hand Hole HH y
Existing Metal Guardrail Utility Traffic Signal Box ❑s
JS Proposed Guardrail T T T T _ _T_ _ _
Jurisdictional Stream U/G Telephone Cable LOS B (S.U.E.*) - - —
Utility Unknown U/G Line LOS B (S.U.E.*) 7UTL
Buffer Zone 1 BZ 1 o 0 o U/G Telephone Cable LOS C (S.U.E.*) - -T- -
Existing Cable Guiderail U/G Tank; Water, Gas, Oil
Buffer Zone 2 BZ 2 n n n o U/G Telephone Cable LOS D (S.U.E.*) T
Proposed Cable GuiderailUnderground Storage Tank' Approx. Loc. 1111111
Flow Arrow U/G Telephone Conduit LOS B (S.U.E.*) - - - -TC- — — -
Equality Symbol Q A/G Tank; Water, Gas Oil
Disappearing Stream > U/G Telephone Conduit LOS C (S.U.E.*) - —TC— - '
Pavement Removal XXXXX> Geoenvironmental Boring gO
Spring o- -------_____- U/G Telephone Conduit LOS D (S.U.E.*) TC
Wetland VEGETATIO S.UVEGETATION: U/G Fiber O tics Cable LOS B _ _ . U/G Test Hole LOS A (S.U.E.*)
p ( ) - - - —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— —
F� Single Shrub �
False Sump v� g U/G Fiber Optics Cable LOS D (S.U.E.*) T FO End of Information E.O.I.

0-
0- PROJECT REFERENCE NO. SHEET NO.
N MACON COUNTY /7BP./4.R.208 2A-/
up BRIDGE #550180 ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
PAVEMENT SCHEDULE O``�H'�ARo��.,
ti.'
PROP . APPROX . 3" ASPHALT CONCRETE SURFACE COURSE , TYPE S9 . 5B , \ -L- (SR 1369 - TELLICO RD) = a SEAL !�:
Cl AT AN AVERAGE RATE OF 165 LBS . PER SQ . YD . IN EACH OF TWO * ADD 3' BEHIND FACE OF GUARDRAIL • 35018
LAYERS . MATCHLINE ' MATCHLINE L F �:� .:
INSET A OR I INSET A �i
INSET B O�✓/• NG I NEB:-�-1 ��
2 0'-0" '��r'/Y' �
PROP . VAR . DEPTH ASPHALT CONCRETE SURFACE COURSE , TYPE S9 . 5B , 4'-0" 3 0" lo'-o" •
10'-0" 3•0" 4'-0" ,4-"iiiiiii0-L. ,,,,,
4
C2 AT AN AVERAGE RATE OF 1 1 0 LBS . PER SQ . YD . PER 1 " DEPTH . TO ' ` A. ` 'I`GRADE * ` '
BE PLACED IN LAYERS NOT TO EXCEED 1 1/2 " IN DEPTH . 7" • POINT DOCUMENT NOT CONSIDERED FINAL
EXIST. UNLESS ALL SIGNATURES COMPLETED
EXIST. GROUND
GROUND \_ �\\ p 08 C� 0.02 0.02 C� 0.08 /ire =/r __
? FT FT FT FT FT/FT PT/FT0'1' 1GS T G S ENGINEERS
PROP . APPROX . 4" ASPHALT CONCRETE BASE COURSE , TYPE 625 . 00 , AT ''ya,r A:A 4:1 ti••• ENGINEERS 804-C N. LAFAYETTE ST
El AN AVERAGE RATE OF 456 LBS . PER SQ . YD . T 2 T Ti' P1-I [phone]
ti, El I SHELBY, NC 28150
Mg' 2.7 El CORP. LICENSE NO.: C-0275
EXIST. EXIST.
GROUND GROUND
;\- s\\ GRADE TO THIS LINE /r/= =r r_
R1 SHOULDER BERM GUTTER
TYPICAL SECTION NO . 1
T EARTH MATERIAL =W * ADD 3' FOR GUARDRAIL LOCATIONS
��� ADD MINIMUM 2' PAST PAVED SHOULDER
USE TYPICAL SECTION NO. 1 14 * LIMITS FOR ALL OTHER LOCATIONS
VARIES • 8'-0" NOTE:
PAVEMENT EDGE SLOPES ARE 1 : 1 UNLESS OTHERWISE SHOWN . AT GUARDRAIL LOCATIONS PAVE
-L- STA. 12+30.00 TO -L- STA. 12+93.70 (BEGIN BRIDGE) ** TO FACE OF GUARDRAIL UNLESS
-L- STA. 13+46.30 (END BRIDGE) TO 14+40.00 SHOWN OTHERWISE ON PLANS.
NOTE: TRANSITION BETWEEN EXISTING AND TYP. SECT. NO.1 AS FOLLOWS: 7„ 0.02 0.08
4:7 ' ° Exist. Ground
-L- STA. 11 +80.00 TO -L- STA. 12+30.00 T
-L- STA. 14+40.00 TO -L- STA. 14+90.00 GRADE TO ?./
THIS LINE -1-
//; _//;, r= INSET A
Exist. Ground
I' -L- (SR 1369 - TELLICO RD) USE INSET A
I�
** FDPS WIDTH STA. TO STA.
27'-0" OUr▪ TO OUT 0'-O" TO 2'-10" -L- STA. 12+22.22 TO -L- STA. 12+89.77 (BEGIN APPROACH SLAB) LT
1'-3" VAR. 10'-0" I 10'-0" VAR 1'-3" -L- STA. 12+08.88 TO -L- STA. 12+75.95 (BEGIN APPROACH SLAB) RT
' 2' 2'` �:� �2-3' 0'-0" TO 3'-1" -Y- STA. 10+31.53 (END APPROACH SLAB)TO -Y- STA. 10+62.86 RT
TO TO
2'-3' I GRADE 2'-4
1 2" POINT 2-BAR
2-BAR � C2,. MIN. 0.03 . FT 0.03 "� METAL
FT
METAL I /FT/FT r RAIL
RAIL •
•
•
00100 00 00f • f 00'001001001
I
9 - 21" CORED SLAB UNITS = 27'
,_
TYPICAL SECTION NO . 2
"2,
USE TYPICAL SECTION NO. 2 uv)o
-L- STA. 12+93.70 TO -L- STA. 13+46.30 VAR. 4'-2" TO 11'-6" INSET B
II ._____Exist. Groundf
01ir/% "=r/. ri=
6_ I -Y- (SR 1366 - SUGAR COVE RD) 6
CD
* ADD 3' BEHIND FACE OF GUARDRAIL .� GRADE TO THIS LINE
Di MATCHLINE
- I INSET A
1
El * 18 * USE IN ETB
c
.ti _ 4'-0"IL 3'-0" 9'-0"7 I
9'-0" 3'-0" 4'-0'�_
Ln ' : GRADE
-L- STA. 13+69.56 (END APPROACH SLAB) TO -L- STA. 13+83.82 LT
e POINT EXIST.
O
EXIST. GROUND
i GROUND \- -\\\ 0.08 C� 0.02 0.02 0.08 w o =/r .-.._
Z ?./ y� F� FT FT FT FT F L M,
=l w.t' 0 ,� 4:7 .y1
3
M T I T ?'
O EXIST. E1 E1 EXIST.
CC GROUND GROUND
=` \\ �`\ GRADE TO THIS LINE- '/' -//',-'_
cc
E
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TYPICAL SECTION NO . 3
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E) USE TYPICAL SECTION NO. 3
c
-Y- STA. 10+11 .59 TO -Y- STA. 10+70.00
C
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NOTE: TRANSITION BETWEEN TYP. SECT. NO.3 AND EXISTING AS FOLLOWS:
6 - -Y- STA. 10+70.00 TO -Y- STA. 11+20.00
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PROJECT REFERENCE NO. SHEET NO.
17BP.14.R.208 2C-1
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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STEEL TUBE
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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.208 2C-2
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�� STATE OF ROADWAY DETAIL DRAWING FOR N. co STATE OF ROADWAY DETAIL DRAWING FOR M
_ou NORTH CAROLINA STRUCTURE ANCHOR UNITS o NORTH CAROLINA STRUCTURE ANCHOR UNITS o SEE TITLE BLOCK
DEPT . OF TRANSPORTATION GUARDRAIL ANCHOR UNIT TYPE III 0 N DEPT . OF TRANSPORTATION GUARDRAIL ANCHOR UNIT , TYPE III FOR ATTACHMENT TO N N
oho DIVISION OF HIGHWAYS FOR ATTACHMENT TO RAIL ON BRIDGE wCfl DIVISION OF HIGHWAYS RAIL ON BRIDGE - SUB REGIONAL TIER w CD
+ + w w ORIGINAL BY : J HOWERTON DATE : 06-22- 12
Cl)� � RALEIGH , N . C . CO RALEIGH , N . C . MODIFIED BY : DATE :
L � CHECKED BY : DATE :
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PROJECT REFERENCE NO. SHEET NO.
17BP.14.R.208 2C-3
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A . T . - 1 SYSTEM
ORIGINAL BY : DATE :
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7- 17BP.14.R.208 2C-4
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**POST NOT REQUIRED FOR SKEW ANGLES GREATER THAN 150 ° OR LESS THAN 30 ° UNLESS OTHERWISE DIRECTED BY THE ENGINEER .
*THE DISTANCE FROM END OF BRIDGE RAIL TO CENTER LINE OF THE FIRST POST SHOULD BE 111/2 " IF CONCRETE BACKWALL
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Hoc CHECKED BY : DATE :
Ocn FILE SPEC . : \j howerton\guar rai \3linguar rai \typeiiisc. p

PROJECT REFERENCE NO. SHEET NO.
17BP.14.R.208 2C-5
(ONE RAIL INSIDE ANOTHER)
PAY LIMITS _
CONCRETE A 12' - 6" 'NESTED' GUARDRAIL 12' - 6" STANDARD GUARDRAIL
BRIDGE RAIL 1 ' -43/4 "
• 7 / r/ * * FIRST SPLICE POINT "W" BEAM
FROM BRIDGE
POSTS GUARDRAIL
BRIDGE DECK 1 2 3
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10 GA Oct-0 . `
ENDSHOE . ' . . ` ' _�, . •. . .
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ELEVATION VIEW
NOTE :
**ELIMINATE POST 3 AND SHIFT POSTS 1 & 2 ON SKEW ANGLES GREATER THAN 150 ° OR LESS THAN 30 ° UNLESS OTHERWISE DIRECTED BY THE ENGINEER .
*THE DISTANCE FROM END OF BRIDGE RAIL TO CENTER LINE OF THE FIRST POST SHOULD BE 111/2 " IF CONCRETE BACKWALL IS NOT PRESENT .
- MEASURE GUARDRAIL HEIGHT FROM THE TOP OF ADJACENT SURFACE ( SHOULDER , BERM , OR GUTTER ) .
- USE NO WOOD POSTS WITHIN THE GUARDRAIL ANCHOR UNIT LIMITS .
- LAP JOINTS IN THE DIRECTION OF TRAFFIC FLOW .
- POSTS 1 AND 2 TO BE W8 x 21 X 8' - 0" LONG STEEL POST AND 8" X 8" X 14" WOOD ROUTED OFFSET BLOCK .
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zi0 CHECKED BY : DATE :
1 ( FILE SPEC . :

PROJECT REFERENCE NO. SHEET NO.
17BP. 14. R.208 2G-1
SLOPE OR SURCHARGE CASE WITH NO TRAFFIC IMPACT SURCHARGE CASE WITH TRAFFIC IMPACT NOTES: GEOTECHNICAL
ENGINEER
SHEET PILES H-PILES WITH TIMBER LAGGING SHEET PILES H-PILES WITH TIMBER LAGGING I. AT THE CONTRACTOR'S OPTION,USE STANDARD TEMPORARY ,�..��N,cARo�4.,
SHORING AS NOTED IN THE PLANS. p.4..
, ,�,�
MINIMUM REQUIRED EMBEDMENT x MINIMUM REQUIRED EMBEDMENT x �.:o f E s s;4..-�
H MINIMUM (FT) MINIMUM (FT) 2. FOR STANDARD TEMPORARY SHORING,SEE STANDARD SHORING . •:�% -9!
GROUNDWATER SHORING REQUIRED MINIMUM REQUIRED (SEE NOTE 10) REQUIRED MINIMUM REQUIRED (SEE NOTE 10) PROVISION. = ' SEAL
CONDITION HEIGHT EMBEDMENT SECTION MODULUS EMBEDMENT SECTION MODULUS F. 29869
(SEE NOTE 6) (FT) (FT) (IN3/FT) HP 1Ox42 HP I2x53 HP I4x73 (FT) (IN3/FT) HP 1Ox42 HP I2x53 HP I4x73 3. STANDARD TEMPORARY SHORING IS BASED ON THE FOLLOWING %sy•`•`�G 1 NE``%••/-- `�
IN-SITU ASSUMED SOIL PARAMETERS: '4;14''C..G d'
6 11.5 4.5 /1.5 11.5 11.5 16.0 12.0 /3.0 13.0 /3.0 UNIT WEIGHT,y = /20 PCF
W z 7 13.0 7.0 /3.0 13.0 13.0 17.0 I4.5 14.5 14.5 14.5 FRICTION ANGLE, = 30 DEGREES
ct i, oCOHESION,c = 0 PSF
LLIzi SIGNATURE DATE SIGNATURE DATE
� W 8 15.0 /0.0 -- 15.0 15.0 18.0 17.0 -- 15.5 15.5 4. DO NOT USE STANDARD TEMPORARY SHORING IF ASSUMED SOIL DOCUMENT NOT CONSIDERED FINAL
m Lu
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0
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o Q OR SOFT SOIL OR MUCK IS WITHIN THE EMBEDMENT DEPTH.
I,u I\ // 20.5 26.0 -- -- -- 21.0 28.0 -- -- 20.0
4.1 m 6. USE GROUNDWATER ELEVATION NOTED IN THE PLANS. IF NO GROUNDWATER ELEVATION IS SHOWN IN THE
12 22.5 33.0 -- -- -- 22.0 33.0 -- -- 21.5
PLANS,USE "GROUNDWATER ELEVATION BETWEEN BOTTOM OF SHORING AND PILE TIP" FOR GROUNDWATER
< 6 7.5 3.0 8.0 8.0 8.0 11.0 10.0 9.5 9.5 9.5 CONDITION. DO NOT USE STANDARD TEMPORARY SHORING IF GROUNDWATER IS ABOVE BOTTOM OF SHORING.
0 7 8.5 4.5 9.5 9.5 9.5 12.0 12.0 /0.5 10.5 10.5 7. AT THE CONTRACTOR'S OPTION OR IF AVAILABLE CLEAR DISTANCE IS LESS THAN THE MINIMUM REQUIRED
Lu W FOR CONCRETE BARRIER,SET BARRIER NEXT TO AND UP AGAINST TRAFFIC SIDE OF PILES AND USE
Q m 8 /0.0 6.5 10.5 /0.5 10.5 /2.5 14.0 11.5 11.5 11.5 "SURCHARGE CASE WITH TRAFFIC IMPACT".
1,
0 9 11.0 9.5 -- 12.0 12.0 /3.5 /6.5 -- 12.5 /2.5
W 8. AT THE CONTRACTOR'S OPTION OR IF AVAILABLE CLEAR DISTANCE IS LESS THAN 4' FOR TEMPORARY
o Q /0 12.5 13.0 -- -- 13.5 14.0 19.5 -- 13.5 13.5 GUARDRAIL,ATTACH GUARDRAIL TO TRAFFIC SIDE OF PILES AS SHOWN IN THE PLANS AND USE "SURCHARGE
Z
CASE WITH TRAFFIC IMPACT".
J II 13.5 17.0 -- -- 14.5 15.0 22.5 -- -- 14.5
Lu9. MINIMUM REQUIRED EXTENSION IS 6" FOR "SLOPE OR SURCHARGE CASE WITH NO TRAFFIC IMPACT" AND 32"
12 15.0 i 21.5 -- -- 16.0 16.0 25.5 -- -- 15.5 FOR "SURCHARGE CASE WITH TRAFFIC IMPACT".
10. MINIMUM REQUIRED EMBEDMENT FOR H-PILES WITH TIMBER LAGGING IS BASED ON DRIVEN H-PILES AT
MINIMUM REQUIRED EMBEDMENT AND SECTION MODULUS MAXIMUM 6' SPACING. AT THE CONTRACTOR'S OPT ION,EMBEDMENT DEPTHS MAY BE REDUCED BY 25X FOR
DRILLED-1N H-PILES.
*D O NOT USE H-PILES WITH TIMBER LAGGING FOR II. SUBMIT A "STANDARD TEMPORARY SHORING SELECTION FORM" AT LEAST 7 DAYS BEFORE STARTING
GROUNDWATER CONDITION, SHORING HEIGHT AND H-PILE TEMPORARY SHORING CONSTRUCTION. UP TO 3 SHORING LOCATIONS MAY BE INCLUDED ON EACH FORM.
STANDARD SHORING SELECTION FORMS ARE AVAILABLE FROM:
SIZE SHOWN IF MINIMUM REQUIRED EMBEDMENT IS " ". connect.ncd nt.gnv/resnr irces/Genfngl cnl/Pees/Gentech Fnrms netnll s.nspx
12. CONTACT THE ENGINEER IF PILES DO NOT ATTAIN THE MINIMUM REQUIRED EMBEDMENT.
(SEE
CONCRPLAN ETE � ANDER P�.��R
GUARDRAIL F L
STANDARD SHORING PROVISION) FACES TEMPORARY GUARDRAIL (04) pR
CLEAR DISTANCE (SEE NOTE 7 24 CLEAR DISTANCE 24 (SEE PLANS AND 2
AND TRAFFIC CONTROL PLANS) L.
(SEE NOTE 8) 1.... MI N 1 STANDARD SHORING PROVISION)
_ 7 J T
1 / TRAFFIC SURCHARGE 1 TRAFFIC SURCHARGE 1 7
• / o. 250 PSF MAX o / 250 PSF MAX EXTENSION z /
/ -. \I V V V \I V V \I V V \� W `� V 6" MIN cp Q / TOP OF SHORING
o.
PAVEMENT SECTION I�
°°° '' `'"'/) PAVEMENT SECTION cv /
/ - - - - - - - Z o.9::: ;,�o). !o:ao�.`.i , - N
- - - - \ /
MINIMUM REQUIRED CD Q / MINIMUM REQUIRED cD Q / ? I /
EXTENSION W / EXTENSION Lu / Z v /
EDGE OF NEAREST EDGE OF NEAREST TRAFFIC LANE o �
(SEE NOTE 9) = N / TRAFFIC LANE (SEE NOTE 9) N / Z Lu /
o / o / BOTTOM OF EXCAVATION u) Q /
? 1 / CLASS IV SELECT MATERIAL (ABC) OR EXISTING GRADE I /
o / TRAFFIC SIDE OF SHORING o / 6:1 (H:V) OR FLATTER /
Lu / Z Lu / TRAFFIC SIDE OF SHORING = /
BOTTOM OF EXCAVATION Q / TOP OF SHORING BOTTOM OF EXCAVATION Q / /i,/�\\ �\\�� I
OR EXISTING GRADE I / OR EXISTING GRADE I / TOP OF SHORING
6:1 (H:V) OR FLATTER = / 6:1 (H:V) OR FLATTER = / o / BOTTOM OF SHORING
/
o BOTTOM OF SHORING o / BOTTOM OF SHORING L a /
Z / / W /- SHEET PILES OR H-PILES
/ z / g / WITH TIMBER LAGGINGX
Ct a / Z a / z W /
SHEET PILES OR H-PILES m /- SHEET PILES OR H-PILES /
/ WITH TIMBER LAGGINGX / WITH TIMBER LAGGINGX /
/ z / J L PILE TIP
/ /
/ /
J L PILE TIP J L PILE TIP STANDARD TEMPORARY SHORING
(SLOPE CASE)
CONCRETE BARRIER TEMPORARY GUARDRAIL *SEE TABLE ABOVE.
**TOP OF SHORING = **GUARDRAIL FACE =
EDGE OF PAVEMENT EDGE OF PAVEMENT
o ,.O R Tti , NORTH CAROLINA STANDARD DETAIL NO. 1801.01
STANDARD TEMPORARY SHORING ,v '4 DEPARTMENT OF TRANSPORTATION
1 DIVISION OF HIGHWAYS
(SURCHARGE CASE) d STANDARD
*SEE TABLE ABOVE. r, GEOTECHNICAL TEMPORARY SHORING
i ENGINEERING UNIT
Tot ,1RA�
DATE: 11-19-13

COMPUTED BY:SGM DATE:5/13/2019 PROJECT NO. SHEET NO.
CHECKED BY:JLT DATE: 5/17/2019 17BP.14.R.208 3B-1
STATE OF NORTH CAROLINA
S1H[MMA\RY (0)]F ]EA\RTIH[W(ORK
IN CUBIC YARDS
Note: Approximate quantities only. Unclassified
Station Station Uncl. Embank. Borrow Waste Excavation, Fine Grading, and Clearing and Grubbing will
Excay. +% be paid for at the contract lump sum price for grading.
-L-11+80.00 -L- 12+93.70 83 22 61
BRIDGE
-L-13+46.30 -L-14+90.00 166 6 160
-Y- 10+11.59 -Y- 11+20.00 115 9 106
TOTALS: 364 37 327
Note: Earthwork quantities are calculated by the Roadway
Design Unit. These earthwork quantities are based in part
GRAND TOTALS: 364 37 on subsurface data provided by the Geotechnical
SAY: 400 Engineering Unit.
EST.SHALLOW UNDERCUT= 100 CY
SELECT GRANULAR MATERIAL=400 CY
GEOTEXTILE FOR SOIL STABILIZATION =600 SY
CLASS IV SUBGRADE STABILIZATION =200 TON
PER GEOTECH RECOMMENDATION, ESTIMATED 450 CUBIC YARDS OF UNDERCUT TO BE USED IN
THE DISCRETION OF THE RESIDENT ENGINEER.
"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 WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL. (GrU[AIR]D)]RAI[]L SUMMARY
G=GATING IMPACT ATTENUATOR TYPE 350
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 B-83 350 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 SC EA G NG GUARDRAIL GUARDRAIL
-L- 12+50.77 13+00.77 LT 50.00 13+00.77 2.25' 5.25' 25' 0.5' 1 1
-L- 12+36.63 12+86.63 RT 50.00 12+86.63 2.25' 5.25' 25' 0.5' 1 1
-L- 13+53.96 13+91.55 LT 37.5 13+53.96 2.25' 5.25' 1 1 R=25'
-L- 13+39.23 10+50-Y RT 31.25 13+39.23 2.25' 5.25' 1 1 R=10'
SUB-TOTALS 100.00 68.75 2 2 2 1 1
LESS ANCHOR DEDUCTIONS
GREU TL-2 2@25.00 ft 50.00
TYPE III 2@18.75 ft 37.50
TYPE III SC 1@18.75 ft 18.75
B-83 SC 1@25.00 ft 25.00
AT-1 2@6.25 ft 12.50
ANCHOR TOTALS 87.50 56.25
GRAND-TOTALS 12.50 12.50 2 2 2 1 1
SAY 18.75 18.75 2 2 2 1 1
ADDITIONAL GUARDRAIL POSTS= 5 EA
TEMPORARY GUARDRAIL
-L- 12+65+/- 13+72+/- RT 100.00 2 Temporary Guardrail and Anchors
-L- 12+73+/- 13+50+/- RT 68.75 25.00 1 1 Temporary Guardrail and Anchors
SUB-TOTALS 187.50 25.00 3 1
LESS ANCHOR DEDUCTIONS
TEMP.GREU TL-2 3@25.00 ft 75.00
AT-1 1@6.25 ft 6.25
GRAND-TOTALS (TEMP) 112.50 18.75 3 1
SAY 118.75 18.75 3 1
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for proiect construction stakeout. COMPUTED BY:Zachary J. Richard, PE DATE: 7/16/2018
See "Standard Specifications For Roads and Structures. Section 300-5". CHECKED BY: David B.Petty, PE DATE: 8/9/2018
LIST OF PIPES, END WALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
IN J
ENDWALLS w 0 ' } 1- m M - r z Z ABBREVIATIONS
STATION Foz )5 ¢ az Jg - Uoo
DRAINAGE PIPE C.S.PIPE R.C.PIPE R.C.PIPE STD.838.01 a w o p _ + o o z c'
z w C.B. CATCH BASIN
z z (RCP,CSP,CAAP,HDPE,or PVC) CLASS III CLASS IV Z Z 838.11 OR o 0 N '- 0 a F u N.D.I. NARROW DROP INLET
Z O Q Q v w w STD.838.80 m , DROP INLET
o a > > r o 0 (UNLESS NOTED o n D.I. GRATED DROP INLET
ce = > w w ce ce o OTHERWISE) LIN. FRAME,GRATES, m m o G.D.I.
w J J c� 0 o AND HOOD d v
o c~i ' °1 °1 w F FT. O° G.D.I.(N.S.) (NARROW SLOT)
w r I- a c� C.
STANDARD 840.03 a N JUNCTION BOX
ce 1- o w w OJ re ce N D y N J.B.
`" ~ > > Cl, z z O 0 d y M.H. MANHOLE
SIZE = 12" 15" 18" 24" 30" 36" 42" 48" ca,, w a a 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" o� o0 CU.YARDS LL T.B.D.I. TRAFFIC BEARING DROP INLET
a 0 Eel
wwww y F F c' A B ra
TRAFFIC BEARING JUNCTION
ww 0 wo T.B.J.B.> > = 6 a aa 0 IX 0 Z BOX
J JJ Cl,MIT
o 0 = C Q H hp 1 V 7 = Z Z 1- o v
O Y CC J
THICKNESS 0 o Z Z a w w Ce C = v F ( o Z 0 c. Ce < <
0 0 0 0 a a 0 0 = co TYPE OF GRATE w a H a a m O
OR GAUGE m 0 0 a a 0 0 J m w O
0 0 coo coo m ,moo o o U a a w w U Z O Z - LU J Ml U Lu
I-ix o 0 0 0 0 0 a I- CI Q U> Li IxN N U w H
REMARKSw o m 00 0a °° a 0 o a
a o o o
i � a ci E F G 0 c) w
a o c...) a
-L- 13+80 LT 0401 2295.8 1 1 1
0401 0402 2293.0 2292.8 24
-L- 11+29 CL 1
TOTALS 24 1 1 1 1

COMPUTED BY: JCK 10/8/2018 PROJECT NO. SHEET NO.
CHECKED BY: SCC 10/8/2018 (5" 15- 18) 17BP.14.R.208 3G-1
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
STU[MMA\RY (O]F STU[]B S1U[R]FA (C]E DRAINAGE STU[MMA\RY (0)]F A\(GGR]EGA\inE sTU[]BGRA\]D]E/STA\]B][]L][LA\T][(ON
Aggregate Aggregate Class IV Geotextile 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 for Soil Aggregate Aggregate
ASU(1/2)/ Stabilization Stabilization Stabilization
AST [8" TONS
for CY TONS SY TONS
ASU(2)]
CONTINGENCY SD 200
CONTINGENCY AST 18 100 200 400
TOTAL LF: 200
TOTAL CY/TONS/SY: 100 200** 400** 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.

cr
CF
MACON COUNTY ll:ECT REFERENCE NO. SHEET NO.
BRIDGE #550180 BP,I4.R.208 4
oci 4/
RAN SHEET NO.
-L- CURVE DATA 4s°k -Y- CURVE DATA WAY DESIGN HYDRAULICS
�• NGINEER ENGINEER
BEGIN APPROACH SLAB
-L- STA. 12 +83.00 P1 Sta 12+42.3/ P1 Sta 13+8074 a PI Sta 10+18.62 PI Sta 10+73.49 ll""'�►,• �v"""'t,,1 -3 TOR 2 -3 PROP. p = l2°l0' 25.4" (LT) p = 35°06' 36.2" (LT) = 02 p = /9°/2' 38. ' ,.� � � caR°�i'�� �`( �� caR°� '''-
SBG Cr (RTJ p = /0 27 3/4 (LT) moo.. Es s ., tiq °:• s ' •
TYPE III TYPE III SC D = l4°l9' 26.2" D = 57°lT 44.8" D = 52°05' 13.5" D = 14°l9' 262" o ti'••,
. F p $
•� �• oFE �pl/•.9 •�
TTTT Q RELOCATE = = tQ% 9l•� ;'Q�` 9l
,��� o L = 84.99' L = 6/.28 REL CATE Q DION SENA FENCE L 36.88' L 73.02'
E SEAL -
f .4 Q 10' o % o T = 42.65' T = 31.64' k DB H-33 PG 1350 (BY OWNER) T = 18.62' T = 36.6/' _ = SEAL
PROP. I a I ;O X (BY OWNER) S O 35018 038697
g O O R = 400.00' R = 100 00' R = 110.00' R = 400.00' - = •F =FDPS Nu210' PROP. = _ +93.00 END BRIDGE +95.00 '•• ,NGINEF�: •,, :Fi�G1NEF� •
/ N P SE0.03 SE 003 43.00' 30.00' . ✓/• • ... •••� �� •, -9• ... .•:
Ifw -L- STA 13 + 46.30 \ ''•.�MY L.i` '••.�o•'B. e�G�,.s�'
TYPE-Ill ' ��� FDPS DS = 20 MPH DS = /5 MPH coo m +95.00 .�������������� ��,�i��ll�����
1 VAR. 2'-3" B-83 END APPROACH SLAB N N -CLASS B RIP RAP EX' R O
TO 2'-4" -L- STA. 13 +57.00 01 -L- PT /2+84.64 Z 2 TONS, 7 SY GEO BRIDGE/ROADWAY RELATIONSHIP SKETCH BEGIN FDPS -L- PC 13+49.1/ 7Y' ZDOCUMENT NOT CONSIDERED FINAL
-L- STA. 12+22.22 , `��.:- UNLESS ALL SIGNATURES COMPLETED
FOR STRUCTURE PLANS, SEE SHEET S-1 THRU S-32 JAMES CLINTON RAMSEY SBG ',` w�.
DB 1-25 PG 517 + BEGIN L STA. 13+69.56 ,`\ j' /��� TUS TGS ENGINEERS
-L- PC 11 99.65 END L STA. 13+83.8 � ►,4�l4/O�P BL-3 ENGINEERS 804-C N. LAFAYETTE ST
+75.00 ; = �o �` /, SHELBY, NC 28150
EX. RAW +75.00 +84.64 �' - PROP. 16' No �P�/ e /
+ 5.00 Ncn� A p��/pP� °/ii�/� PH (70 ) 476-0003
30.00' 30.00' �, ASPHALT ` �.��. �/0(� oil + r
CORP. LICENSE NO.: C-0275
BEGIN PROJECT 50.00 DRIVE 1`4b4 �, /\ '� -L- POT 16 29.35
�w� +9 9.65 . ��� �� �sP���� �S'
17 B P.14.R.2 0 8 %.\ ,.s30.00' ® �!► 6
-L- STA 11 + 80.00 8" CMP C
+48.00 \ 0 30.00' 30.00' ���� /5 00
\� 30.00' -m ' •' 4N� 1 e VJ
• G • s�
TO BL I RETAIN & Of
\ E�� ii r li•k040
��L '�� EX. RNN S`'
SR /3/0CLEAN OUT ��f` 1 5.00
�� A \ W �lML? , -1 0401 ��'� ,
! Rom.'• T_MAINTAtNED R/{y 1 r •�i.� Is i DES 1`!� E _ / 'r / ' � N END PROJECT
-L- POT 10+00.00 •- rr RO• E 3 .36 i O ,;♦
•r , p
M t, �� 12 CMP 11::*;e:-.... 11.
P 11 , 9 l '. E � ►E 3,t ���� 17BP.14.R.208
THIN D .'26 I/4 GRAVES _ n �� is i ••���' ! , ,+ ••
V _ . :oxMN:A ei;; ►i TB 14V' .x -L- STA 14 + 90.00
SHED / , ' _ T:_. ✓/ ,, I . _ � ,,_ ,'" ; , .�s' me
g4 + �0/ / +75.00 I w `*�\ ,���_ .BM-1 ��� '' -'rl_� �.�'' . 30.00' + 5.00
/G/ / EX. RNd Q _� al /%%_'J"IO/[".., ;,1W `� � 30.00'
PjbEGIN FDPS cD I 5' 0 8,7 . .�. � _4,11,�► _?y_.. ". , '"r 100'R $
/ O/ -L- STA. 12+08.88 C • +AIa��•EU ��� ��"';,/ ���.r 02
/ / +75.00 f� ffi4/N �axil d's'r.r..i. �l'�' .� i i 1 •I�r • 3 t.00
/ 30.00' ,!ft�;. ,.' ji.�-,.. ; •;; :A ,4 -L- PT 14+10.39
r0 , ' E 'e Dr_; ' �y� , %. ,\ v DE` +00.00 DION SENA
• SEPTIC �// '[.�./ o 'SIN 42.00' DB H-33 PG 1350
DO NOT DISTURB _TANK .. +67.00� '•y ,Ae �'�� „.4.0._, ,�' WOODS ' -L- POC 13+75.00
01 SEPTIC FIELD AND + 6 40.00` �� �/ �t �• l +36.' - -
30.00 .T 4.75 ,lirS:
rj ) 30.; Y POC 10+00.00
DRAIN LINES r:0.00' fiAl .JAMES CLINTON RAMSEY 2sFD +84..4 %' ri8.•8 `� , ri I=�� 3000'
•
DB 1-25 PG 517 30.00'• ,/` 40.00' 3 (a, �/
BEGIN BRIDGE ., , +0•.•0 • s/��,�� '• X.o -Y- PRC 10+36.88
N DETAIL A oco �ci. 30.00' ',► �
Z TOE PROTECTION -L- STA 12 + 93.70lit ^> !•+20.00 • �/'Q`+�• 30.00' SHOB-83
P CURVE
(Not to Scale) .'`',. 30.00' r vs R=10'
e< TOE PROTECTION �" +20.00 S��,06 (R=10')
t \a�`e SEE DETAIL A • EX. RAN ,. �/ \ • +20.00 OS `�-
Natural �1;�5�°p REMOVE EXISTING ABUTMENT, V �� \ 30.00' v'9+ CLASS II RIPRAP (TYP.)
Ground b J F CUT SLOPE BACK AT 1.5(H):1(V) 1t, kit; AtcN,' 0\ c\.• +20.00
F (STRUCTURES ITEM)
f d & LINE W/CLASS II RIPRAP ;,'�• ;, .�'��`, \�-P \ . EX. R/W
(24" THICK, KEYED-IN) 02 0.
d=1 Ft. i \�� END FDPS
b=5 Ft. Geotextile . `,,� ' MAILBOX \ 15" CMP -Y- STA. 10+62.86
Type of Liner= 10 Tons,Class B Rip-Rap END CONSTRUCTION �' ;11 DION SENA `,�,• �o MTL 03 \\\\\ HISTORIC SITE 31MA779
Geotextile = 20 SY N TDB H-33 PG 135� \�\ •
17 B P.14.R.2 O8 WOODS ,� WOODS
DEAN R. SENA -Y- PT /1+09.90
-L- STA. 12+50 TO STA. 12+70 RT ,� M WOODS �� •�w CHERYL J. SENAN
-Y- STA 11 + 2 0.00 !I ,M DB 1-31 PG 1694
1 -L_
-Y-
I
2,340 2,340 • 2,340
P1 = 12+IU.U0 P1 = 12+60A0 P1 = 1.5+62.00 PI -= 14+42,00
EL = 2,300.58' EL = 2,299.0.3' EL = 2,297.62' EL = 2,292.35' PI = 10+25.00 PI = I0+P8.00
2,330 - 50' 2,3 3 0 - 2.297.99` CL = 2.3_32.7/' 2,3 30
VC VC = 50 4C = 50' VC - U""
K = 63 K = 29 K = 10 K = 44 j = 25' VC5DS = 45 MPH DS = 25• MPH DS = 2U MPH DS = .SU MHH - D = 45 MPH DS = 35 MPH
2 320 EX STING BRIDGE -L- SIA i.5+46.30 2 3 2 0 ■ 2 0
• RE�aavEv &G/N GRADE CND-GEC
0-1 Low SINE7 i -Y- STA /0+1/59 =
-0 Low CHORD oo -L- STA.l3+6`9.42,10/F0T -Y- STA.lI+2Q.00t
Q BEGIN GRADEu-i ELEV.2?9727 � •2,304.6/
2,310 -L- sra li+So.00 8 Gl -•� ,
2310 - 2310
cc ELEV.2,30/27 T• ••3:70 �� 0 G ADE /ems
•EN i
- -L- STA.14+90.00
i
BRIDGE HYDRAULIC DATA _ _ )Z.300oi �� 1 ��,°
2,300 _ (-J/ , 1 2,300 c 2300
0i DESIGN DISCHARGE = 950 CFS - - '
3 DESIGN FREQUENCY = 25 YRS I�� �`ii 27' +�J 6�,:
DESIGN HW ELEVATION2297.4 FT �_�
BASE DISCHARGE = 1400 CFS KEYCLA-IN
113I0' (TYP.) I,, 1• ■
9�/i 2 2 90 j 2,2 90
ci 2,2 9.0 " �-" ' PROP EXCAVATION ' � - ■
- BASE FREQUENCY = l00 YRS TO ELEV. 2292.0' 9) ��� ■
co
BASE HW ELEVATION = 2298.5 FT PROP. EXCAVAI ION 10 ELEV. 2293.0' 1.c�sS IINORMAL RAP SLOP(TYP.) ```� ■
ID OVERTOPPING DISCHARGE = I800++x APPRUX� .VJW.-S. ELEV. ON DACE �� I
cc F SLL(tL7a �9 R29c1it' F�QVE EX STING ABU /y1EI�T,
• _2,,280 = OVERTOPPING FREQUENCY= 500++ YRS CUT SLOPE BACC AT 1. (N):1(V) 8 ■
• & LINE W/CLASS II RIPRAP 2,2 80 • Z,Z SO
o OVERTOPPING ELEVATION = 2298.9 FTZ= cze I HICK, KEYt D-IN) 10 11 12
OVERTOPPING EXCEEDS 500 YR
E' FLOOD EVENT.
N 11111111111111111111111111111111111
XXOVERTOPPING ELEVATION REPRESENTS
LOWEST HIGH POINT ON DECK/ROADWAY
c
WHICH OCCURS AT -L- STA13+48
0 DATE OF SITE VISIT = 3/7/2018
5 APPROX. W.S. ELEVATION
EiFi
��
ON DATE OF SITE VISIT = 2290.4 FT
0o IIIII , IIII � IIII . IIII � IIII . „ „ „
0
.....„_, ..
'z L 11 12 13 14 15
Lf-)xD

cf. c c
S nn .\•1. nn I ,I. • F .N * Is T H C A 1'& \•/J II 4 _I N •1. SHEET NO.
- - S�- - • N • F - ; .‘ , ` - AYS INDEX OF SHEETS IMP-1
SHEET NO . TITLE
TMP - 1 TITLE SHEET , VICINITY MAP , AND INDEX OF SHEETS 00
TRANSPORTATION MANAGEMENT PLAN TMP - 1A LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS 4:::)
AND LEGEND (1\1
TMP - 1B TRANSPORTATION OPERATIONS PLAN : (MANAGEMENT •
MACON COUNTY STRATEGIES , GENERAL NOTES , AND LOCAL NOTES)
TMP -2 PHASING ;4
•
TMP - 3 PHASE I
TMP -4 PHASE II p...4
,,, •
TMP - 5 PHASE III
r isk
40
PIS 44411622‘111111 141.011i
aveiv.........., — Azawarlik
i ir,A, Ito i-a,4 vit Ma II kis ri ii C%%4
441110 p...4
1 e •
C..„)
PROJECT
' , ? �
LOCATION R155 �7.
�
Mr- s LIIIIII
Almonds eV lir'
, , , Lauada
elIN-
/ �� , ,
l'%.e- e .4 Ail 1r
11%4
t„,124
sser l ;�
0 Needmoreit'
I
I 1 19‘
74l .'
/
SW I, • NTY
w�
\8Nantahala � �' ON C��UNTY
U - �P airvie ifi�'O Beechertown Stiles �
•
O elilC _ TLn J --'.."•)'J,
1310 • 1369 ,
I
! Bri:rtow= _
_
o / 1409 r /'
U iii
0_
U
I— (1i
MO 1
-1 -'Kil
4
1114111-
U _ Col., __
',, \; /414ik
1_
VICINITY,,
MAP
L
O
o NCDOT CONTACT INFORMATION:
Ln Phone:[phone] Fax: [phone]
Ln
ADAM DOCKERY
Division Bridge Program Manager
DOCUMENT NOT CONSIDERED FINAL
° gUNLESS ALL SIGNATURES COMPLETED
0
0
S,O N o R r �Gy APPROVED:
r`
o - PLAN PREPARED FOR N.C.D.O.T. BY: \ o
- T O e DATE: ,�itinn►►gA
"�\ .I, - - � ,� * � * �.`��;•DES S•/pN•.•. S��
\I Pie - 'I S TGS ENGINEERS JIMMY TERRY, PE 0 o %° q
°( �� o ri�tilii,,J1
16 -_ PROJECT ENGINEER O SEAL
ENGINEERS 804-C N. LAFAYETTE ST
)� '� SHELBY, NC 28150 SANDRA MELVIN O
35018
o°5 I DESIGN ENGINEER ,Ti'1 PH (704) 476-0003 . �tiT QC) o ..�••. GIN �• � •:
00 WORK ZONE SAFETY & MOBILITY CORP. LICENSE NO. . C-0275 0 of TRPN G 'ii�4f44 I.. • ••`
j0 "from the MOUNTAINS to the COAST" �� T R A F F�G ',t rrrrr��',,
L� . 0 `� �J � JJ If

e 1
Macon County PROJ. REFERENCE NO. SHEET NO.
Bridge #550180 17BP . 14 . R . 208 TMP - 1 A
S T804GS-C ENGN.N LAIEERS
ENGINEERS FAYETTE ST
SHELBY, NC 28150
rip PH [phone]
CORP. LICENSE NO.: C-0275
ROADWAY S TA NDA RD DRA WIN G S 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 DIRECTION OF TRAFFIC FLOW nunniEm
BARRICADE (TYPE III )
ARE CONSIDERED A PART OF THESE PLANS : ninnsm
-4.X4w- DIRECTION OF PEDESTRIAN TRAFFIC FLOW CONE
STD . NO . TITLE - EXIST . PVMT . • DRUM SKINNY DRUM 0 TUBULAR MARKER
NORTH ARROW 'Nnr 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 . 04 TEMPORARY SHOULDER CLOSURES
1101 . 11 TRAFFIC CONTROL DESIGN TABLES JL LAW ENFORCEMENT
1110 . 01 STATIONARY WORK ZONE SIGNS I WORK AREA =
1110 . 02 PORTABLE WORK ZONE SIGNS TRUCK MOUNTED ATTENUATOR (TMA)
1130 . 01 DRUMS
1135 . 01 CONES F 4 < J I CHANGEABLE MESSAGE SIGN
1145 . 01 BARRICADES �������� ' REMOVAL
1150 . 01 FLAGGING DEVICES �������� TEMPORARY SIGNING
1180 . 01 SKINNY- DRUMS SIGNALS Ii PORTABLE SIGN
1205 . 01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1205 . 02 PAVEMENT MARKINGS - TWO- LANE AND MULTI - LANE ROADWAYSE— STATIONARY SIGN
1205 . 04 PAVEMENT MARKINGS - INTERSECTIONS
1205 . 12 PAVEMENT MARKINGS - BRIDGES ; EXISTING PROPOSED TEMPORARY b STATIONARY OR PORTABLE SIGN
1261 . 01 GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING '" ' P
1261 . 02 GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNTING 1262 . 01 GUARDRAIL END DELINEATION PAVEMENT MARKINGS PAVEMENT MARKERS
EXISTING LINES CRYSTAL/CRYSTAL
TEMPORARY LINES LI CRYSTAL/RED
♦ YELLOW/YELLOW
ci
PAVEMENT MARKING SYMBOLS
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DATE: ,,�p�.\�.CARp�i,�• �� o y�
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SEAL
o SEAL 35018 = m o
,7 '- �.F'ypINE�,�: •
.-' ° ° DRAWINGS & LEGEND
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Non 9
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QD X=N`

Macon Count PROJ. REFERENCE NO. SHEET NO.
GENERAL NOTES
Bridge #5501 id0 17BP . 14 . R . 208 TMP - 1 B
S TGS ENGIEERS
ENGINEERS 804—C N.N LAFAYETTE ST
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL SHELBY, NC 28150
M) INSTALL BLACK ON ORANGE "DIP" SIGNS (W8 - 2 ) AND/OR "BUMP" SIGNS Ti' PH [phone]
DRAWINGS , STANDARD DETAILS , AND ROADWAY DETAILS ARE NOT ATTAINABLE (W8 - 1 ) 100 FT IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE CORP. LICENSE NO.: C-0275
TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED ENGINEER .
OVERLAPPING OF DEVICES . MODIFICATION MAY INCLUDE : MOVING ,
SUPPLEMENTING , COVERING , OR REMOVAL OF DEVICES AS DIRECTED BY THE TRAFFIC CONTROL DEVICES
ENGINEER .
N ) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK
AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT ( MPH ) EXCEPT ,
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF 10 FT ON - CENTER IN RADII , AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY .
THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLANS REFER TO STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS
OR DIRECTED BY THE ENGINEER . 1130 ( DRUMS) , 1135 (CONES) AND 1180 ( SKINNY DRUMS ) FOR ADDITIONAL
LANE AND SHOULDER CLOSURE REQUIREMENTS REQUIREMENTS .
0) PLACE TYPE III BARRICADES , WITH "ROAD CLOSED" SIGN R11 - 2
A) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING ATTACHED , OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY .
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER . PAVEMENT MARKINGS AND MARKERS
B) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN P ) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE .
OPEN TRAVEL LANE , CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY
STANDARD DRAWING NO . 1101 . 04 UNLESS THE WORK AREA IS PROTECTED BY MISCELLANEOUS
BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED .
C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER Q) IN THE EVENT A TIE - IN CANNOT BE MADE IN ONE DAY'S TIME , BRING THE
TIE - IN AREA TO AN APPROPRIATE ROADWAY ELEVATION AS DETERMINED BY
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN THE ENGINEER . PLACE BLACK ON ORANGE "LOOSE GRAVEL" SIGNS (W8 - 7 )
OPEN TRAVEL LANE , CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY AND BLACK ON ORANGE "PAVEMENT ENDS" SIGNS (W8 - 3 ) AND
STANDARD DRAWING NO . 1101 . 02 UNLESS THE WORK AREA IS PROTECTED BY RESPECTIVELY IN ADVANCE OF THE UNEVEN AREAS . USE DRUMS
BARRIER OR GUARDRAIL . TO DELINEATE THE EDGE OF ROADWAY ALONG UNPAVED AREAS .
D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL
OF AN UNDIVIDED OR DIVIDED FACILITY , CLOSE THE LANE ACCORDING TO
THE TRAFFIC CONTROL PLANS , ROADWAY STANDARD DRAWINGS , OR AS DIRECTED
BY THE ENGINEER . CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR LOCAL NOTES
EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE .
E ) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN ACCESS TO ALL DRIVEWAYS ANS SIDE STREETS MUST BE PROVIDED AT ALL TIMES WITHIN THE
TRAVELWAY , RAMP , OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED PROJECT LIMITS .
WITH GUARDRAIL OR BARRIER .
PAVEMENT EDGE DROP OFF REQUIREMENTS
MANAGEMENT
F) BACKFILL AT A 6 : 1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN STRATEGIES
0 EDGE OF PAVEMENT DROP - OFF AS FOLLOWS :
m
BACKFILL DROP - OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS OF 45 MPH OR GREATER . PROPOSED SR 1369 ( TELLICO RD)WILL BE CONSTRUCTED USING A COMBINATION
OF TEMPORARY LANE SHIFTS USING A TEMPORARY PORTABLE TRAFFIC SIGNAL SYSTEM ,
o BACKFILL DROP - OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH LANE CLOSURES UTILIZING FLAGGERS AS NEEDED AND STAGED BRIDGE CONSTRUCTION .
o POSTED SPEED LIMITS LESS THAN 45 MPH .
Ln
Ln
o BACKFILL WITH SUITABLE COMPACTED MATERIAL , AS APPROVED BY THE
D ENGINEER , AT NO EXPENSE TO THE DEPARTMENT .
G) 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
"UNEVEN LANES" SIGNS (W8 - 11 ) 100 FT IN ADVANCE AND A MINIMUM
OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA .
0
C)
TRAFFIC PATTERN ALTERATIONS
LH
H ) NOTIFY THE ENGINEER THIRTY (30 ) CALENDAR DAYS PRIOR TO ANY TRAFFIC
PATTERN ALTERATION .
LH
0
SIGNING
0
o I ) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
Ln
Ln 40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE
o ( 3 ) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION .
0
J ) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING APPROVED: OF
o TO THE ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS . ,������'CAR,,���. \�\oo NORTH �qy�
DATE: ��•`����;,......��/�!�# .`6 '5'0 1
K) COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED '.� 4.�oFEss ;4. TRANSPORTATION
TO CLOSE THE ROAD WHEN ROAD CLOSURE IS NOT IN OPERATION . = • SEAL
35018 o OPERATIONS
,- o
> c L ) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY SEAL %�, ✓.�,I,G1NE`�•'J ° �,
v TRAFFIC PATTERN . PLAN
OE O F F TRP
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UO x ID

Macon County PROJ. REFERENCE NO. SHEET NO.
Bridge #550180 17BP . 14 . R . 208 TMP - 2
lryS TGS ENGINEERS
ENGINEERS 804-C N_ LAFAYETTE ST
ra'iSI-IELBY,
NC 28150PH [phone]
CORP. LICENSE NO.: C-0275
PHASING
NOTE: UNLESS OTHERWISE STATED ACCESS TO LOCAL DRIVES MUST BE MAINTAINED AT ALL TIMES. PHASE III
STEP 1:
PHASE I :
DEACTIVATE THE TEMPORARY TRAFFIC SIGNALS, REMOVE ALL SIGNAGE, AND PLACE THE TRAFFIC IN ITS ORIGINAL PATTERN
STEP 1: USING LANE CLOSURES AND FLAGGERS AS NEEDED PLACE THE FINAL LAYER OF SURFACE COURSE:
-L- STA 11+80 TO 12+93.70 (BEGIN BRIDGE)
PLACE ALL ADVANCED WORK WARNING SIGNS IN ACCORDANCE TO NCDOT RDWY. STD. 1101.01, SHT. 3 OF 3. -L- STA 13+46.30 (END BRIDGE) TO 14+90
-Y- STA 10+11.59 TO -Y- STA 11+20
STEP 2:
STEP 2:
USING TEMPORARY LANE CLOSURES AND FLAGGERS, AS NEEDED, INSTALL PORTABLE TRAFFIC SIGNALS,
AND INSTALL THE APPROPRIATE SIGNAGE. USING TEMPORARY LANE CLOSURES AND FLAGGERS AS NEEDED INSTALL THE FINAL PAVEMENT
(SEE TMP- 3 AND RDWY. STD. 1101.02, SHT 1 OF 14). MARKINGS AS SHOWN ON THE PAVEMENT MARKING PLANS.
(SEE PMP-1, PMP-2 AND NCDOT RDWY. STD. 1101.02, SHT 1 OF 14).
STEP 3:
REMOVE ALL TRAFFIC CONTROL DEVICES.
AFTER ACTIVATING THE TEMPORARY TRAFFIC SIGNAL AND OPENING TRAFFIC IN A ONE-LANE TWO-WAY
PATTERN INSTALL TEMPORARY GUARDRAIL ONTO THE EXISTING BRIDGE.
(SEE TMP-3 AND STRUCTURE PLANS).
PLACE TEMPORARY SHORING AS NEEDED AND REMOVE A SECTION OF THE EXISTING BRIDGE.
(SEE TMP-3 AND STRUCTURE PLANS).
CONSTRUCT THE FIRST SECTION OF THE PROPOSED STRUCTURE FROM -L- STA. 12+93.70
TO 13+46.30, INCLUDING THE BITUMINIOUS CONCRETE OVERLAY. (SEE TMP-3)
CONSTRUCT THE FOLLOWING UP TO BUT NOT INCLUDING THE FINAL LAYER OF SURFACE COURSE:
-L- STA. 11+80 TO 12+93.70 (BEGIN BRIDGE)
-L- STA. 13+46.30(END BRIDGE) TO 14+90. (SEE TMP-3)
-Y- STA. 10+11.59 TO 11+20
INSTALL TEMPORARY GUARDRAIL ONTO THE PROPOSED BRIDGE. (INSTALL ANCHOR SECTION JUST
PRIOR TO OPENING TO TRAFFIC.)
SEE TMP-3 AND STRUCTURE PLANS).
CD
PHASE II :
0
STEP 1:
(21
0 REVISE SIGNAGE AS NECESSARY TO SHIFT ALL TRAFFIC TO THE BRIDGE CONSTRUCTED IN PHASE 1.
(SEE TMP- 4 AND RDWY. STD. 1101.02, SHT 1 OF 14).
0
STEP 2:
SHIFT TRAFFIC IN A ONE-LANE TWO-WAY PATTERN ONTO THE NEW BRIDGE.
0 REMOVE THE REMAINING SECTION OF THE EXISTING BRIDGE. (SEE TMP-4 AND STRUCTURE PLANS).
0
CONSTRUCT THE SECOND SECTION OF THE PROPOSED STRUCTURE FROM -L- STA. 12+93.70
TO 13+46.30 INCLUDING THE BITUMINIOUS CONCRETE OVERLAY.
CONSTRUCT THE FOLLOWING UP TO BUT NOT INCLUDING THE FINAL LAYER OF SURFACE COURSE:
-L- STA. 11+80 TO 12+93.70(BEGIN BRIDGE)
-L- 13+46.30 (END BRIDGE) TO 14+90 (SEE TMP-4).
USING TEMPORARY LANE CLOSURES AND FLAGGERS, AS NEEDED, CONSTRUCT SUGAR COVE RD
0
FORM -Y- STA. 10+11.59 TO -Y- STA. 11+20.
REMOVE THE TEMPORARY GUARDRAIL. (SEE TMP-4 AND STRUCTURE PLANS)
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<9

PHASE 1 STEP 3 SECTION Al - Al - L - STA 13 + 20 ± Macon County PROD. REFERENCE NO. SHEET NO.
Bridge #550180 17BP . 14 . R . 208 TMP -3
L FIUS 804-CN N I NLAFAYETTE ST
REMOVE BRIDGE �15 ( PHASE 1 CONSTRUCTION ) ; 5►± 15'
SHELBY, NC 28150
wid PH [phone]
CORP. LICENSE NO.: C-0275
SECTION 11 ' MIN . CLEAR ROADWAY 11 ' MIN . CLEAR ROADWAY
1 r
TEMP . GUARDRAIL < -c P
O 5
� ASPHALT WEARING �/
• •
--- _— _LL SURFACE /° IPI
► /✓
7
1 ——' ------- (MIN . 1 1 /2 ) I ► lk
/ii'fiFQ / /'
- AT - 1 ( TEMP . ),. ),
i- /�/ 0,
100100100 OO O O\\ /, ir 77
I 7
/
TL - 2 ( TEMP . ) I TEMP . GUARDRAIL a.% /'' //'(RSD 862 . 03 SHT. 7 OF 7) R /' ,/'
0 TEMP . GUARDRAIL STRUCTURE TO BE REMOVED �P ' ,/
(RSD 862 . 03 SHT . 7 OF 7) PHASE 1 , STEP 3 S GJp /' \ //
CD , /
�1 " /
0
- L - STA . 14+90 ' R•wv /
O
/ 00' TEMP . GUARDRAIL '�G7 • �/'
�7 • /'' CONES 1O'SPACING
TAPER L STA . 1 1 80 L STA 13 +46 . 30 77.
50' BUFF �p \_, END BRIDGE ' 7y-- ER - L - STA 12 +93 . 70 �' 7v 77 ' DRUMS ( 1 O'SPACING )
,\ \\ BEGIN BRIDGE ' '
_ /
SEE _��--� \ /7' v''
jNSET A 4T _ -- -._ 1 // /'
E _ __ �R I // //
Op —_ I • JQ69 13 _ /L __________ --- /. I '
--- • _i/, _�_\ • _ L _ /, / , 7
CONES �/ // I '� .� i/ ��
7
- - Y - STA . 10+00
1 0SPACING / — �i. //
Mill'illigOrani
//� /� :-. AV.
7 �\ > __ �� TYPE III BARRICADE
/ �� \ / WITH R11 - 2
' �/' DRUMS ( 10'SPAC NG ��\ ��� TL - 2 ( TEMP . )
\ /6 TO BE PLACE PRIOR
TO TRAFFIC SHIFT
lii ›&(,) TYPE III BARRICADE Al //4
WITH R11 - 2 �' I 4
�, / \ TEMPORARY SHORING
o V� I G \ AS DIRECTED BY
TL - 2 ( TEMP . ) • / /
THE ENGINEER
1- TO BE PLACE PRIOR .N. / \ 8/Or/I
TO TRAFFIC SHIFT %� \
0 / / ���
5 TEMPORARY SHORING /
0
Ln AS DIRECTED BY Q /
o THE ENGINEER � /
O CO / DRUMS ( 10 SPACI NG )
0
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0 / / \
V / / \
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/ / \\ \\ R 1 1 -2
V / / \ 48" x 30"
L - / / \\
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co / / \\\'//AJ!I A
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24" X 36" / 0 ;•%o
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PHASE I
/ SEAL s o Z
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W20-1 W20-4 W3-3 / / ROq�
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o°� 48" X 48" 48" X 48" 48" X 48" / / q,yFq �'�. j F�tiG I NE . �y,��`�` ?',���� oe,j
/ /O / D ,,�-,11I1►► ,,,, 2O�T F T R PNse LO
�z L.
48,X20,4 DOCUMENT NOT CONSIDERED FINAL TRAFF�G
n u) 48�� UNLESS ALL SIGNATURES COMPLETED
�x

SECTION A2 A2 L STA 13 + 20 ± Macon County PROJ. REFERENCE NO. SHEET NO.
Bridge #550180 17BP . 14 . R . 208 TMP - 4
_ L _ 12' iuS TGS ENGINEERS
15' mot( PHASE 2 CONSTRUCTIONS NGNEERS 8o4-c N. LAFAYETTE sT
SHELBY, NC 28150
TE
PH [phone]
ICORP. LICENSE NO.: C-0275
11 ' MIN . CLEAR ROADWAY P,
ID
I 7® .:
ASPHALT WEARING ,
�� ti '
FSUR ACE /
(MIN . 1 1 /2" ) ` �/ /�Q$ Q// //'4'/
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///// .,
[0000f0007oot00t00f00 '° °*H I .
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STRUCTURE TO BE REMOVED �P ,/ 7
(RSD 862 . 03 SHT . 7 OF 7) �0 , //
/
0 / /
.� // //
�0 � // 2/
- L - STA . 14+90 k 4cI0 Q`�' •
100' TEMP . GUARDRAIL G/ • /'
V v • //
507
c\ CONES ( 1 O'SPACING )
' TA - L - STA . 1 1 + 80 - L - STA 13 +46 . 30 � / • /
R so, \ END BRIDGE /\ • /''
BVFFE `n�' \ /'
•
R - L - STA 12 +93 . 70 %� DRUMS ( 10 SPACING )
\\
�� \\ BEGIN BRIDGE
SEE -----W __ ----- __ 1 \ •/'
INS
ET q p - _ I TL - 2 ( TEMP . ) 2 //'
E — —
M -___- C__ Slq y • ,/
oP ----L_• 369 ' - • //
30L ____________ ---- ; / NOTE :
THE CONTRACTOR SHALL MONITOR TRAFFIC
�� �� _ ~r '-` ON SR 1366 ( SUGAR COVE RD ) AND IF
CONES y /' t _ • %' NEEDED FLAG ANY VEHICLE ENTERING
' �' /' I t •- • 4YA1W /X THE ONE -WAY WORK ZONE .
10 SPACING / / �
, .r /r 11,111,TA4154) 100e
/ , \ > r ** - •
/ /' \ /
Slop
/// DRUMS ( 10'SPAC I NG ) �\ //
�
N .
Liu) / 4. ›&/A 2 ; .
TYPE III BARRICADE A/-- Ij RI,- Ci / 30/'I
WITH R11 2 V. / . X
1- STRUCTURE TO c7 ,• /
TL - 2 ( TEMP . ) 0',
BE REMOVED ' / •
1 V��G TYPE III BARRICADE
00
WITH R11 - 2
0 , J /
/
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a /� /
U \
1- / / / \ - - +
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INSET A \
co 00, ��i / �� \\
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/ / \\ \ 48" x 30"
44.■ R 1 / / \\ \\\ \\ /I
■i► S 3 6 9 c� / / \\ ROAD
L •� L ED �•
C?�i / \\ \� COS
H H H E— -,0 J / / \
0 CO / / 1 1
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Lo 200'± 200'± 200'± 30'± / / \\\ //A
Lo -< >•< >.< •< >
o WT / / TYPE III BARRICADE DRUM CONE
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/ APPROVED: O F/ /
STOP M / N
N ROAD
ONE LANE HERE ON P / ►►�►CAR��14 ��O F _FM
��y
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RED / / DATE: `,��``�p��•��S•S•/��/�q��,,' OA\ 'k
71- WORK ROAD R�0-6 o ti •.
24" X 36"
/ / O/��c '•�� SEAL 9!••.
o AHEAD AHEAD / / �.qNF 35018 P HAS E I I
`� W20-1 W20-4 W3-3 / / ROq0 • .,F 0 , o
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o°� 48" X 48" 48" X 48" 48" X 48" � � .qy� ,'i,���'�1V �LE���, � 1'��'�� e��2
00 E / , 40 i-v,iiiu►►t- 1 tit Se° O
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N�
Nz 48,X20,4 DOCUMENT NOT CONSIDERED FINAL r R AF F G
. 48'� UNLESS ALL SIGNATURES COMPLETED
�ox�

Macon County PROJ. REFERENCE NO. SHEET NO.
Bridge #550180 17BP . 14 . R . 208 TMP - 5
iuS TGS ENGINEERS
ENGINEERS 804-C N. LAFAYETTE ST
SHELBY, NC 28150
TPH [phone]
CORP. LICENSE NO.: C-0275
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50 ® DOCUMENT NOT CONSIDERED FINAL TRAP �G
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UNLESS ALL SIGNATURES COMPLETED
Ln x 0

PROJECT NO. SHEET NO.
176P . 14 . R . 208 PMP - 1
00 STATE OF NORTH CAROLINA
APPROVED:
(::::) DEPARTMENT OF TRANSPORTATION DATE:
(N1SEAL
• _ `�N"nnnrq
,��•t•-\',C A R q!j,
1:14 PAVEMENT MARKING PLAN r. •, SEAL io
o
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35018
• %,�,,,;/��1NE ��- S
411% MACON COUNTY
p...4 DOCUMENT NOT CONSIDERED FINAL
A TI N: BRIDGE #550180 OVER SUGAR COVE CREEK ON SR 1369 (TELLICO RD)es • LOC O �J TGS ENGINEERS
PIIIIS ENGINEERS 804-C N_ LAFAYETTE ST
SHELBY, NC 28150
FpPH [phone]
CORP. LICENSE NO.. CO275
P144 r _ _
[ GENERAL NOTES )
t%%%44 r ROADWAY STANDARD DRAWING
ift%44 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, ! A) INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE AS FOLLOWS :
E74111
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 1369 TELLICO RD PAINT NONE
C..„) 1205 . 04 PAVEMENT MARKINGS - INTERSECTIONS SR 1366 SUGAR COVE RD PAINT NONE
1205 . 12 PAVEMENT MARKINGS - BRIDGES B) PLACE TWO APPLICATIONS OF PAINT PAVEMENT MARKINGS ON THE FINAL WEARING
E1104 1261 . 01 1261 . 02
GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING SURFACE . PLACE THE SECOND APPLICATION OF PAINT UPON SUFFICIENT DRYING
GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNTING TIME OF THE FIRST .
1262 . 01 GUARDRAIL END DELINEATION
eaN- J
P4 IIIII,
-Cr Pftil
C
M c-(FINAL PAVEMENT MARKING SCHEDULEYN
D SYMBOL DESCRIPTION
LO
0
0
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7
01
C SHEET NO . DESCRIPTION PAINT (4" )
L
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PMP- 1 PAVEMENT MARKING PLAN TITLE AND P8 2FT . - 6FT . /SP WHITE MINISKIP
c SCHEDULE SHEET
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PMP -2 PAVEMENT MARKING DETAIL PA WHITE EDGELINE
>
0
PI YELLOW DOUBLE CENTER
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01
7
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PLAN PREPARED FOR N . C . D . O . T . BY : p�� o� NOR�'� C!o,
o a
0 TIGS TGS ENGINEERS JIMMY TERRY' PE a
0 ENGINEERS 804—C N. LAFAYETTE ST PROJECT ENGINEER A ��
SHELBY, NC 28150 . Q
o red PH (704) 476-0003 SANDRA MELVIN DESIGN TECHNICIAN 10 oQ�
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CORP. LICENSE NO. : C-0275 0P uG3p��'Q
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PROJECT NO. SHEET NO.
LZI Macon County
Bridge #550180 17BP . 14 . R . 208 PMP - 2
0
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DOCUMENT NOT CONSIDERED FINAL
� UNLESS ALL SIGNATURES COMPLETED
\ I1s TGS ENGINEERS
\ \ LSTA 12 + 93 ■ 70 e"ci"seas 804—CN. LAFAYETTEST
SHELBY, NC28150
PH [phone]\\ \\ CORP. LICENSE NO : CO275
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:1:
, ! 1 f _ 41 ,
00 STATE STATE PROJECT REFERENCE NO. SHEET TOTAL
OC �/ 131 1132, 0 ` NO. SHEETS
1113 ,,,4 ) ,:-� - _ . * I4I >'
NoC0 17BP.1d.R.208 EC 1
2$ 1133ST \& ! F. (O:
N (OI'& TH
C -\ \ I STATE PROJ.NO. F.A.PROJ.NO. DESCRIPTION
, 17BP.14.R.208 N/A PE
1:4 _. 1133
���� �- �� ) I \7
17BP.14.R.208 N/A UTIL & R'W
• G 1114 \� ,� ( SIOIN S I itl IH{ I( ( i 1H{ \V „� , Y 17BP.14.R.208 N/A CONST.
MftSWAIN COUNTY _ - , 64�
S
p NIACON COUNTY �a�e
• ���es t:.\ -0\_,
1363 Ns z, 28
�a PROJECT 1473��•0 ° 145 j flyikliS 362 FOR
vLOCATIONEROSION AND SEDIMENT CONTROL MEASURES
,364 PLAN PROPOSED
1369 1367 �� 1369 �' 1370 �,� - ES d• Description Symbol
s% �.` _ - - - �- �(`I 1630.03 Temporary Ditch TSD
Silt
P114 1369 j� -Creek �� HI (
FIWy 1 :4' i. osIoN CONT I° OI
TD
e '�' 1369 1369 1372 % ,i. iA \ 1630.05 �� �®���� �Ilvers.onu
;, Tellico�.r. l 13 c0 N tee,
1605.01 Temporary Silt Fence III III III
��1366 i 1372cb, 1606.01 Special Sediment Conntrol Fennce
e 1622.01 Tempor�arg• • 0\ ee\L !, 1368 1371 \ � ]�e��ns ��� S�® e �Il°aiIlnsGt ., fk
r 1630.02 Silt It asin Type I:,
/ 1459 1445 , ///
111
MAC * N C * UNTY 1633.01 Temporary Rock Silt Check TypedA . ..
Ci.) .
\---,
4,
1 Temporaryock Silt Check T�pe�A with
�m 13721474 LOCATION: BRIDGE NO. 550180 OVER SUGAR COVE CREEK Matting an�d ®lyacrylaIlnnide (PAM) E--.)
L'""144 � ON SR 1369 (TELLICO ROAD 1/ °� 1633.02 Tens®rary ® k Slt C�neck Ty�pepl.Wattle/ Coir Fiber IDe]C t�lle ) -Ew
VICINITY MAPNOS �y ¶ °'�
J Wade%Coir Fiber Wattle
TYPE OF WORK: GRADING DRAINAGE PAVING AND STRUCTURE Temp a yacryla�nIlte (pA )
1634.01 Temporary ' ock Sediment Dam Type-A am
1634.02 Temporary Rock Sediment Dam Type I:,___ :D
Pilliall
e,,N124
1635.01 Rock Pipe Inlet Sediment Trap Type-A
1635.02 Rock Pipe Inlet Sediment Trap Type-It `
^ 1630.04 Stilling Basin °�°
Q O % 1630.06 Special Stilling Iasi
O Nt., ZIC.6‘77
®�� ���e� Se�innnenIl� Trap:
+ 7' / X T eAoc0
R
1632.01 y� A * .
LJJ � /i 1632.02 Type I., B
LJJ I // /y
TO \ \ ' ' PROJ E T 1632.03 Type (� itili
&Zio
77
S�Il�nmer I�,aSIlnIl\ \ , °�
�GO , 1 B P 14 R 2\\\ `% / • • • Tiered Skimmer I asin
SR3 \ y79 1 •S�/ / 90 . 00I of iltIl atio n Ill asin
L T . 14 �
)
77
-L- /
V El 0 ' - y �� THIS PROJECT CONTAINS
77 ,7
' �'/ I • ' '' EROSION CONTROL PLANS
.ems �I-�d
�/, `�� _ -- - / FOR CLEARING AND
BEGIN PROJECT GRUBBING PHASE OF
/ / ‘O CONSTRUCTION.
17BP . 14 . R. 208 D4 �� END BRIDGE
O � o
-L- ST A. lii+ 80 . 00 ° / J - L- THIS PROJECT HAS
LSTA. 1 I 4
/ Q BEEN DESIGNED TO
Q ' i I SENSITIVE WATERSHED
Q / \ STANDARDS.
44 /,\
BEGINBRIDGEIT
c� /
o END CONSTRUCTION
-L- TA. 193 . 70 / / � \, / ENVIRONMENTALLY
,„
O 17BP . 14 . R. 208 I` / / SENSITIVE AREA(S) EXIST
/ ON THIS PROJECT
/ / -Y- STA. 11 I 2 .o0 / / Refer To E. C. Special Provisions
for Special Considerations.
II
VIII
w • • r r 1r 1r 1c -N
IS
00
GRAPHIC SCALE Roadway Standard Drawings
n Prepared in the Office of: Reviewed In the Office of:
C...)
o 0
25 0 50 THESE EROSION AND SEDIMENT TGS ENGINEERS ROADSIDE ENVIRONMENTAL UNIT The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
Unit- N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest
CONTROL PLANS COMPLY WITH revison thereto are applicable to this project and by reference hereby are considered a part of
° THE REGULATIONS SET FORTH 804-C N. LAFAYETTE ST. 1 South Wilmington St.
C PLANS SHELBY, NC 28150 Raleigh, NC 27611 these plans.
0 BY THE NCG-010000 GENERAL 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A
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
0 THE NORTH CAROLINA DEPARTMENT 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A
Lu
OF ENVIRONMENTAL QUALITY 1622.01 Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B
0.4
o
u DEPARTMENT OF WATER RESOURCES. Designed by: Reviewed by: 1630.01 Riser Basin 1634.01 Temporary Rock Sediment Dam Type A
1630.02 Silt Basin Type B 1634.02 Temporary Rock Sediment Dam Type B
O Andrew H. Cochrane PE 3015 Reid Whitehead PE CPESC 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A
1111111)
olss > > > 1630.04 Stilling Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B
NC0 o NAME LEVEL III CERTIFICATION NO. 1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle
N.�0 1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing
iCIIII) 1631.01 Matting Installation
:10)
N

PROJECT REFERENCE NO. SHEET NO.
17BP.14.R.208 1 EC-2
R'W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
WATTLE DETAI L
NOTES :
O USE MINIMUM 12 IN . DIAMETER EXCELSIOR WATTLE .
SNP' . W101°I
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 .
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 .
���4411111101Ir
�N'
:* *1*-411'
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
-. .1"�i�i�i�i�i�i�.
INSET A INSET B
iii�i�i�i�i�i�i�i�i•��. .�iiiiiiiiiiii
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: .• 4- , , - .. . A
❖.❖.❖. 12 (M . )
�
MATTING ' �i�i0000
2 ' DOWNSLOPE
'�'�'�'�'�'�
STAKE UPSLOPE DOWNSLOPE
i '' i'
CROSS SECTION STAKE STAKE
............
............
VEE DITCH 1 4 °''°°:❖:❖:❖. •
2 IN . 2 ' •o.•oo•.
UPSLOPE
S L O P E 1111 *41,
:•s:❖ ���FLOW VAR . ���♦STAKE NATURAL GROUND..
/.7-,. . . i 4' \ 11 '
���♦+i`i++ii++ii++ii++ii++i+�i++i+�i++i++i��ii`+.i+i.`., . i�i�i�0i�+ii++ii++ii+�ii�+ii++ii++ii++ii++ii�+i+'i�' �+[1-7 , ,+ i '. ' i0i. " i4-
\ \ J
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.
/7BP.I4fR.208 EC-2A
R'W SHEET NO.
' A '
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
TEMPORARY ROCK SILT CHECK TYPE
IDE ( PAM )
\ EXCELSIOR MATTING AND POLYACRYLAM
EXCELSIOR NOTES :
MATTING
FLOW
B II
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
ACCORDANCE WITH ROA DWA Y STANDARD D RAWING NO . 1633 . 01 .
SEDIMENT CONTROL STONE r`�4�c.,*ASTemp;a`i.
"�-No 414
`ir'--" �''``' USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
41/ 'ti-Auit_4'50`_'^ '01 ''`'�'4'�'''7..44,v,
4%,A,vre*AteitAktte44.*: MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE .
i10.-:""4--#7:04,4-_-.A-0 4. , -
r 'e- , - -. 4, - - .._ c7,..„, c, -
A ° 6 1r oj • 6o A PRIOR TO POLYACRYLAMIDE ( PAM ) APPLICATION , OBTAIN
00 0 •. o • oo � .. o0 0 .
° � � '' � ° � ° ° ° ' IA SOIL SA MPLE FROM PROJECT LOCATION , AND FRO M OFFSITE
° O D ° O ° O Cp �, O D ° O ° O D ° O D ° O
OO MATERIAL , AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
D ° O D ° D ° O0
, O D co ° O D �� O D ° O D
(700',0c0(2 TO BE APPLIED TO EACH ROCK SILT CHECK .
c0 ° OD ° OD ° O �, OD ° O ° OD ,� OD ° OD
�O D �O 9O , O D 9O �O �O D dr
• D ° O D ° .�.1, v O D °Cl), , O D ° O D ,
•, ono -0, ' O� rm ,V o �o � �- INITIALLY APPLY 4 OUNCES OF POLYACRYLAMI DE ( PAM )rm /i _
• D �O ° O D � �O D
0 ,c , cpa K ,/ c7(--30 0 0,,
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
' Ar�, 0 v3-./ 9 0,, ��o� ° EVENT THAT EQUALS OR EXCEEDS 0 . 50 INCHES .
STRUCTURAL STONE o o�, o o� ►
B --
PAM
( 4 OZ . )
PLAN
•
•.y-1,..--- Nirmv•• ... . ...•..• lir i
INSET A
._.....„
...„.„„ `___. ..„, See Inset A
` CLASS B STONE
ft
� I
Q 2 / 3 CHANNEL � � EXCELSIOR
WIDTH i i 1 MIN _ MATTING
- - , - . 0 12
1.-4.1.----44 I
* I , , ea
4, iiK N ,r AL.,4r# \7
1 ' MIN '(7 CM £7 CO : 1 �0 D 0£� � , o ono o
•
o at o H = 2 MIN D o D o D +
I, ri07�IT st <1����i O � o� � o� � a� � o� � �O o�oo
—1 1- 1 -111-11 - 1 Il �1-11 E Hn _ — —I I — I l— I —I
=1 I=1 I I=1 11= I=1 I = 11=1 11= I =1 I I=1 I I=1 I = =1 I I=1 I I=1 I I=1 I = 1=1 1=
EXCELSIOR
MATTING SECTION B - B CLASS B STONE
SECTION A - A
\ 0 0 SCALH

DI
qyyT �q •RI�BP.l4R208 � EC-3
W 1SIlOLV 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.
Macon County _ /7BP.14.R.208 EC-4/CONST.4
Bridge #550180 ROADWAY D SIGN EET NO. HYDRAULICS
ENGINEER ENGINEER
AcOr
\ - / /2280' d / �1y� v
\1 \� /// N Ii■�'\/1`�A`-J1` TGS ENGINEERS
) 4
ry 28 C2'L ENG 804C IV LAFAYETTE ST
SHELBY, IVC 28150
�� PH (704) 476-0003
)/
CORP. LICENSE IVO.: CO275
mN D
N
N e n N
82 "'"LZZ m 22 �v N
0�
eb \ Z09Ze
QN
N PLACE COIR FIBER MATTING ALONG THE DA A \ • —Y— C VE I�AT
STREAMBANK AT LOCATIONS WHICH • tfc°
WILL NOT BE PLATED IN CLASS II RIP Sta /0+18.6: "' PI ' to /1+ 349
RAP, BUT WILL BE EXPOSED l St0 / +42. ,1 P1 St 13+81. 4 ��
BY REMOVAL OF END BENTS.
A 2° / 6z25. " (L A35° 06' 36.2" ) _ 41) A — 19° 12' 38.1" (RT) A — 10° 27' ;1.4" 7 N
D = 1 /9' 6.2" = 57° 17' 44.8" N7 ti D = 2° 05' 13. D = 14° 19' 2..2"
N
L = 84.•1' L = 6/.28' REL0CATE j zZ SEN 41 r REL• ' E L = 3..::' _ '3.0i'
FENCE
= 42.6' ' = 3/.. j E ow X- (BY OWN• �) T = 18.6 ' _ ;6 :/' ,titi
1 o R 4VIO3
0.01' - _- :COO' 9;00 END BRIDGE R = llo.o��' - = 40f00'
E SE 0.03 0b22i = I S MPH = /5 MP S ' A 4 .13 0 ��
° C. 06�� .! N.i 2 TONS, 7I S RAPE•
,o �1 — PT 12+84..► ��, LZ ���
\L;1_t_N FDPS g —L— P 13+4'. 18 o �GJ A " CLINTO RAMSEY - S 12+2. ' _ �.
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BP.14.R.20 • 11117\
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'
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RETAIN N & 2. I ���� % fib •
a£Z CLEAN OUT • tip
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09EZ 01 C �. : l PVE.lratily .B ,, '‘k. —, 0 �' �, POC 10+0..'•
,../ —L— PO —...,75.00
CLINTON R► � ,a - t
� � � )%%6,
2 2 < 1 ,,,fr4A,....' -044, i It.46.-4.... _ m. m) 0 - 6.88
Alp
4,"
'
(� i, ��,*�' ,1• ., SH _CURVE r2.tto = �.,-Z � Oc/ `�� (R )
,scz 7 . ___...4 , __. ., , 7 : . j I:
,,11 0 arista 1 1 i\,1. 1)4 /0 1 Cz)-.011 \9,4 li ,.AD ' %
CLASS II RIPRAP (TYP.) �, `�
''N ' t .i ' :
1'41'4- %''el 4:IL
. � � � • • , � •" v � ° ‘6'-'2:71\ littr 6‘'
� �\ �� � � (STRUCTURES ITEM) �' � ,,,,2ti
\iiiiiiiiiiiiiisigc, ,
d= Ft. v . -
.!.. . ,o,-.. A '
/4,, ;..
____:_i
. o
IN1/4,,.,
2�N Sa`2 • �l �1 kt ���' ,D: .., �' IIbVIVI m�£ azfz
r ,, . ,,, tive
DEAN R. SENA Y— -T 11+I_�.•O
2 l� `1 I : :►,s CHERYL J. SENA
z �: �,� , 1 1 II <N
I ti
Bry2 t
�� � �•y:• .,r il: IMPERVIOUS
06fZ I\ ' l' • LT DIKE
2 , "44 7 ni � 4p„te,
0
£ N
IIIA. 2
— Irl P k-4„, 0£2 9c
0Zb2 N �� .t .�
a
is
42 ear N (( a / / '
2£Z �£2
N
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Q01EZ
tar N� /.0$`-'/
e�
2 MN NN w
b 2 #1' �0L£Z
�� 2 �8£
ai b`` y£Z
N //} be
m ` ve o 08EZ
ry ZEZ ££2
2a S
Z
N 2£ of, / 06fZ
,• .2
a A04
N or p�' �'1 �8£2 /
`�6 2£2 e y
-=N N ./g
o
N N
ly
� Q\ON SEN P � N
ear\ 1 i ) r 1 ( � �N _ I \ yA"0 / ENVIRONMENTALLY SENSITIVE AREA
NOTE: SEE PROJECT SPECIAL PROVISIONS
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.
Macon County _ /7BP°14°R.208 EC-5/CONST.4
Bridge #550180 ROADWAY D SIGSN EET NO. HYDRAULICS
ENGINEER ENGINEER
\i',c..-
0
N
CO
Z FIGS
TGS ENGINEERS
ENGINEERS 804-C N. LAFAYETTE ST
SHELBY, NC 28150
rpIII COPH (704) 476-0003
RP. LICENSE NO.: C-0275
/
PLACE COIR FIBER MATTING ALONG THE
STREAMBANK AT LOCATIONS WHICH -L- CURVE DATA , ; -Y- CURVE DATA
WILL NOT BE PLATED IN CLASS II RIP cv
RAP, BUT WILL BE EXPOSED P1 Sta 12+42.3/ P1 Sta 13+80.74 P PI Sta 10+18.62 PI Sta 10+73,49
A = /2° /0' 25.4" (LT) A = 35° 06' 36.2" (LT) 02 =A 19° /2' 38.0" (RT) A = /0° 27' 3/.4" (LT)
BY REMOVAL OF END BENTS. � � �� � �� � ��
D = 14° 19 26.2" D = 57° /7 44.8 D = 52° 05 /3.5 D = 14° 19 26.2
o L = 84.99REL CATE 0 DION SENA RELOCATE ,
L = 6/•28 O FENCE L = 36.88' L = 73.02
o = 42.65' T = 31.64' (BY OWNER)FEN E - (BY OWNER) T = 18.62' T = 36.61'
o R 400.00' R = 100.00' END BRIDGE +95.00 R = 110.00' R = 400.00'
SE 0.03 SE = 0.03 43.00' 30.00'
DS = VI MPH DS = /5 MPH -L- STA 13 + 4 6.3 0 +95.00
°' -CLASS B RIP RAP EX. RN
O-0 -L- PT 12+84.64 z 2 TONS, 7 SY GEO 2
a
BEGIN FDPS -L- PC 13+49.11 4 ��
JAMES CLINTON RAMSEY - STA. 12+22.22 SBG , �0
+ BEGIN -L- STA. 13+69.56 1 /�� '
-L- PC 99.65 END -L- STA. 13+83.82 ,4 viott., �I /OAP
7,4
EX. RAW +75.00 +84.64 �'+75.00 /ca PROP. 16' - 04- % /
FRONTIER 30.00' +75.0030.00' , �' P °�I�
2 50 50.00' ASPHALT � � ��/0 �� �o - - +
,.- BEGIN PROJECT ,�\ + ••.65 DRIVE /� /P,� L POT /6 29.35
17BP.14.R.208 Vl\ �o +10.39 �*'� )�,�/o° `
,°
+49.11G
ID
m ° i930.00' V,,,,
/5� 0 / o sc
-L- STA 11 + 80.00 8' CMP +48.00 J,� 30.00' ��l o
�� 30.00' ->� �`q�, '
� �
RETAIN &
r�=/3i0 CLEAN OUT \ \ W E M.040 T_1 401 ��' a:: ��EX. RNV
cp
iik
3kl
S M�.n. 3ONTIIER \ pi 1�1 m o �� ,.4�
R /36. "uWED NO ;,otA .SHC! � uE ,F - loop,
-L- + - _ TES R,w • ��� . ., D ` .� END PROJECT
L POT /0 00.00 ° , z.ico Roo : 2 _ I� i,��;.� ��� ` - o� ..
•„A 12" CMP ,�, -Iff :-,� E ~' 17BP.14.R.208
Mq/NTAINE � /4'G � I/bV%%1��ir� � �'. 4: ,..,-� `� �R/ / 1 V7. - ,�t ��� ' /%f.�{i I '� �� �' - -
w -- :CX r ` `' ti a �nr� SO ` 5 L STA 14 + 90.00
SHED / 7.5' �`-i .�._-- �i�i�'":,^ �► �� '� `��
//�� / EX. RAW -':►!7 ��.��� - e�-It ,.� 0. 30.00'
P� �EGIN FDPS �� �� Volm---'''
��Y%/%!�. r .,;yam ��" 100'. ��/ �/ 4- 1PT -
30.00' � 0 •
INSTALL MATTING IN THE / % -L- STA. +75.00 ,R r •_ii , . � �: •" " . � � �• oL PT 14+1039PROPOSED DITCH LINEate.-L- STA 12 + 00 TO 12 + 50 RT ` DE • +00.00 DION SENA ��°
DO NOT DISTURB �-TANK `�� RAIN 42.00
+67.00� `4l i,"� , ►• w00D -L- POC 13+75.00
EST. 35 SY Ebl-D1 SEPTIC FIELD AND +99.65 40.00` � • � +3 - -Y-30.00 , ., ►K a: +
DRAIN LINES , ,. - ,> 30. POC 10 00.00
2SFD 0.00 •O�*AI ; * +88.23
JAMES CLINTON RAMSEY 4 +84.64 44 ,.'18.98 0 4�.°y-, 30.00'
30.00' 7 40.00 4)- � , ► ! ��
DETAIL A BEGIN BRIDGE ,..+09.90 . y, _ .,'� -Y- PRC 10+36.88
TOE PROTECTION -L- STA 12 + 93.70 , • ••o)', 30.00' '�.j �' 30. 0� B-83
+20.00 17 SHOP CURVE
(Not to Scale) °'> 30.00' r�A
e TOE PROTECTION �h +20.00 \� S 3���0 (R=10')
�°,� SEE DETAIL A +20.00 o S-
Natural 11°4�5�°Qe REMOVE EXISTING ABUTMENT, EX. �W 6 V \\ 30.00' `-9, CLASS II RIPRAP (TYP.) �o
•
a Otis
Ground b F` W • • F (STRUCTURES ITEM) o
I. CUT SLOPE BACK AT 1.5(H):1(V) /7, _ /MAILBOX
9 \ +20.00& LINE W/CLASS II RIPRAP �, / �P \ EX. RM/d=1 Ft. (24" THICK, KEYED-IN) ' [, • Q2 0•f- END FDPS
b=5 Ft. ttile \ D L \- gZ'5 /� A Q \/\ 5" CM, Q3 -Y- STA. 10+62.86
Type of Liner= 10 Tons,Class B Rip-Rap \0 �'N&NC 2 � DNS END CONSTRUCTION �� �/ DION SENA ,� i�J�•�� MTL
Geotextile = 20 SY pN� CCMM �� WOODS .. M �`�' O
F� �N 17BP.14.R.208 �►°�/ � �v cDEANLR. SENAA -Y- PT 11+09.90
-L- STA. 12+50 TO STA. 12+70 RT T\�R MP\N Zal3 WOODS WOODS
FR°N y 5 v-A,NC -Y- STA 11 + 2 0.00 " z 0 ��� /
FRP /
M
/
P1 Sta : 8.'.9
A = 2. 7 211:" (LT) INSTALL COIR FIBER MATTING I
D = 4 ' 311.4" / „ IN THE PROPOSED DITCH LINE
890,40' L = 5/ ' w
s 6,042,33„E _ _ / -Y- STA 10 + 30 TO 11 + 00 LT
T &� EST. 50 SYN
z I•• /
I IV /
i / /CS
CO /� /<0)4
.//
T
Sib. /3
,4/ 2S /
A)oT s74o
/3,45/./9
/
O�ON 0 I.‘
NOTE:
UTILIZE SPECIAL STILLING BASIN(S) AS
STILLING BASIN WHERE APPLICABLE.

i [
STATE STATE PROJECT REFERENCE NO. SNEQET TOTAL
SHEETS
N.C. 17BP.14.R.208 RF-1
STATE PROJ. NO. F.A. PROJ. NO. DESCRIPTION
PLANTING DETAILS
SEEDLING / LINER BAREROOT PLANTING DETAIL
REFORESTATION
HEALING IN DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
1. Locate a healing-in site in a shady, well ❑ TREE REFORESTATION SHALL iE PLANTED 6 FT. TO 10 FT. ON CENTER, RANDOM SPACING,
protected area.
2. Excavate a flat bottom trench AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE.
12 inches deep and provide drainage. II '
4 1I 11_I 11-111-111_I 11_I 11_I 11-11 I I
111E111E111E111E111E111-111-1 I ' II
// 1=111=111=111=111=111=111=11 II
2 inch
i�/ 11
/ LJI IL
v/ / :111111111111 I111111111111I I11 111
111 111 1 e 11111111111 11 111 11 11I i, 1111 11111111
/ =111E111E11 111E111E111E _I 11-111E11 , i 11E1 I El I I- III 111E11 , 11911911
fr =1 11E1 I I— —111E111E11 =111-11 ,'—I I IEI I IEI I =1 I-111_,,—11 E111E11
=111-111E111=11 E11 E111= _I 11E111E111-111E111EIII— 111E111E111-11 E111E111
/\ - ' =1 11-111-111E111E11—I_I —1 I 1-11E11E111E111E11 =1 I E11E111E11E111E11
— — — — — — — — — — — — — — — — —
/��\ :111-111E111=111-111E1 I1- 1 11E111E111E111E1 11-1 11- I11=111=111=1 I 1=111=111
1. Insert planting bar 2. Remove planting bar 3. Insert planting bar
as shown and pull handle and place seedling at 2 inches toward planter
toward planter. correct depth. from seedling.
3. Backfill the trench with 2 inches well
rotted sawdust. Place a 2 inch layer of
well rotted sawdust at a sloping angle
at one end of the trench.
'r r.
A REFORESTATION
MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING:
III 1E 1' I IE IET11 11 111E1 0 111E111 1 11E111 \ 11E11 I-11
=1 I III - 11 E111E1 I I I 11E11 1 '1 I E111E1 11 II 111=1 wall
III —I I , 11=111-111 II I 11=1 Hui I II 11E111 i�11EI 1 E11
=11 11 =111911=11 1111E111 ;d 1-111=111 II 111=11 .5� 111=111 33% LI RI O D E N D RO N TU LI PI F E RA TULIP POPLAR 12 in - 18 in BR
4. Place a single layer ofplants `/ / / / / i , 111— —111=111=1 I-111 lb I-111=11 '-III=111 I I -III-111- 11=11�11
y —III=1 I I—III—III-1 I —I I I I EI 11=1 11=1 11=1 I —III 1E11E111E111E11E111
against the sloping end so that I I1=111=1I 1=1I I-1 I1=111 11=111=111=III—III=111 111-E 111E11 E11 E11
the root collar is at ground level. r! . 6. Leave compaction 33% PLATANUS OCCIDENTALIS SYCAMORE 12 In - 18 in BR
4. Pull handle of bar 5. Push handle forward p
/4.": " 1; I ':.':.�:: f
toward planter, firming firming soil at top. hole open. Water
soil at bottom. thoroughly. 34% BETULA NIGRA RIVER BIRCH 12 in - 18 in BR
?/>; . .• ' ' ' : . . ... ' • •• . . .
' . • . ' PLANTING NOTES:
PLANTING BAG
During planting, seedlings 4r'1'°�C
shall be kept in a moist ,/I
/ canvas bag or similar
5. Place a 2 inch layer of well rotted/ ' / / / // container to prevent the
sawdust over the roots maintainin. / root systems from drying.
a sloping angle.
`` 1
•// KBC PLANTING BAR .....
//j//..< • :• Planting bar shall have a
blade with a triangular
cross section, and shall
be 12 inches long,
4 inches wide and
4//\,.:.:-... . . .: ,..
.::...:.. .. , ; 1 inch thick at center.
I
/ N
6. Repeat layers of plants and sawdust iiiiiii
as necessary and water thoroughly. ROOT PRUNING REFORESTATION DETAIL SHEET
All seedlings shall be root
pruned, if necessary, so that
no roots extend more than N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT
10 inches below the
root collar.

PROJ. REFERENCE NO. SHEET NO.
STATE OF NORTH CAROLINA 17BP.14.R.208 X-1A
DIVISION OF HIGHWAYS
NOTE: EMBANKMENT COLUMN DOES NOT INCLUDES BACKFILL FOR UNDERCUT CROSS-SECTION SUMMARY
Station Uncl. Exc. Embt
L (cu. yd.) (cu. yd.)
11+80.00 0 0
12+00.00 19 0
12+30.00 41 1
12+50.00 11 4
12+93.70 11 13
Station Uncl. Exc. Embt
L (cu. yd.) (cu. yd.)
13+46.30 0 0
13+50.00 2 0
13+75.00 10 1
14+00.00 26 0 Approximate quantities only. Unclassified excavation, fine grading,
14+50.00 77 2 and clearing and grubbing will be paid for at the lump sum price for
"Grading".
14+90.00 51 2
Station Uncl. Exc. Embt
Y (cu. yd.) (cu. yd.)
10+11 .59 0 0
10+30.00 27 0
10+50.00 29 3
10+75.00 31 4
11+00.00 22 1
11+20.00 6 1

c0 06,141,17 PROJ. REFERENCE NO. SHEET NO.
N 10 17BP . 14 . R . 208 X-1
mil II III
150 140 130 120 110 100 90 80 70 60 50 40 3-0 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 30 1 0 150
MACON COUNTY
BRIDGE #550180
2305 2305
—Y— IN TERSECTIO\I (SEE PROFILE FOR GRADE) —�_� " u
2,30 _ 2,300
0.030 0.030 �_- --
T
2295 — _ 22 9 7.38 2295
2290 -- -- 13 + 50 . 00 2790
END BRIDGE -L- STA 13 + 46.30
2305 2305
2300
0.030 0.030
2295 1-a\ — — z?95
��- 229 7.03 -
??85 / S.S. 2290.79 ??85
-� 13 + 00 . 00
BEGIN BRIDGE —L— STA 12 + 93.70
2305 2305
S.S.
2300.43 ,��
23003.� -1 0,-030 (0.017 $_ 4.:. --- - - 2300
??95 - - - S.S. 2297. 9 2299.09 2298 �' �_ - ??95
12 + 50 . 00
?3/0 ?310
2305 S.S. 2302.06 _ — 2305
2300q-� 0.030 0.003 . �,
P295 — S.S. 2293.60 2299.82 2298,8E 2295-
2290 - -- - - 12 + 30 . 00
c
D,
Q
X
, ?3/f1 ?3/0
co 2305Ei S.S. 2..)0..1.28 — - —— —— — 2305
y 2,300 S.S. 2299.72 444. _,, 0.030 _ 0.017 q Z 2,300
2300.73
??95 - - ... 2299.4
??95
-0 12 + 00 . 00
(0
0
p790
2P90
O
co
BEGIN PROJECT —L— STA 11 + 80.00
c
U
0
2305 . _ — 2305
, 230 '/ 2.300
2302 .03
?295 - - 11 + 50 . 00 z?95
N
E C
O -
mI0)
O -
c\JOoN
U L
,z °' 150 140 130 120 110 100 90 80 70 60 50 40 30 2) 10 0 10 20 30 40 50 60 70 s0 90 100 110 120 130 140 150
inXD

�0 0 5 10 PROJ. REFERENCE NO. SHEET NO.
N 17BP . 14 . R . 208 X-2
mil II III III
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 30 1 0 150
MACON COUNTY
BRIDGE #550180
??95 ??95
2285 2289.18
\� 2?85
2730 15 + 00 . 00 27fln
END PROJECT —L— STA 14 + 90.00
2300 2300
EXTEND
??95 S.S. 2293.29 SHOULDER ??95
g� 0.030 0.013 S.S. 2290.9'( —
2290.L2 2291 .87 ��
2285 14 + 50 . 00 2285
c
2305 2305
Tin
X 2300 0 _1 EXTENDcc ,,3
SHOI I DFR
00
c 1.9% ®0.030 0.020 /' " " �, �— 2?95
??95 S,S. 2294 ,46
_i
in - -�
229 5.02 ,
9?,9n ROP. ASPHALT DRIVE �' 2?.90
x 14 + 00 . 00
X
/
O
/
O
co
23C5in 2305
in
2,3(0 -Y- INTERSECTION (SEE PROFILE FOR GRADE) 2,300
??..5 _ 2:0 - — - ??95
S.S. 2295.5 2296.48
13 + 75 . 00 2p90
c
O
N
E C
O -
mFo
O
Oc\ioN
� -/ ....
UL
z °' 150 140 130 120 110 100 90 80 70 60 5-0 4-0 30 2-0 10 0 10 20 30 4-0 5-0 60 70 110 90 100 110 120 130 140 150

c0 06,141,17 PROJ. REFERENCE NO. SHEET NO.
N 10 17BP . 14 . R . 208 X-3
\ I I I I ICO
11 1 1 1 I I
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 30 10 150
MACON COUNTY
BRIDGE #550180
2305 _` 2305
„___--
2304.90 / 23o0
/
?295 _ — ?295
11 + 25 . 00 --N.....
END CONSTRUCTION —Y— STA 11 + 20.00
230 ?,3/f1
2_305 S.S. 2304.37 SHOULDER 23�05
- 0.013 0.017
2�0. o�� 2303.31 S.s. 2303.0� �,
??95 — __ — _ ?295
11 + 00 . 00 _
2?9n P2.90
?3/n ?.3/0
2305 ..S.. 2302.94 SHOULDER 2305
___�_ .� 2e� 4 0� 0.000
2300 . 00
�_ �_�� 2300.20 2301 .64 S.S. 2. 01.29 ��_ /`
??95 — _ ??95
2 , 10 + 75 . 00 2290
c
oi
2305 2305
Q S.S. 2300.87
��-- _
,_...
?295 ��- - �� — - _ ` 2298.20 2299.77 S_S. 2298.31 — L
Ji
2?95
i 9 10 + 50 . 00 PPR°
o)
x
Di
0
O
co
2305 2305
s 23(Y) S.S. 2299.41BRIDGE 2.300
—— � �/ AT--•-Q.0 6U
0.020 PROP,
?P,CL5 1
�� —� ��f- � 296.6i 2298.28 '__� --
N 2P.60 `,`- --/ - . - 2?90
10 + 30 . 00
C
O
N BEGIN CONSTRUCTION —Y— STA 10 - 11 .59
I- 0)
— —
OoN
U L
0' 150 140 130 120 110 100 90 80 70 60 50 40 30 2) 10 0 10 20 30 4-0 50 60 70 s0 90 100 110 120 130 140 150
inxD

12+50 13+00 13+50 14 +00
VERTICAL CURVE DATA SPAN A VERTICAL CURVE DATA
1'-0" PI = 13+62.00
PI = 12+60.00 EARTH BERM 40 1'-6" TO UNCLASSIFIED EL = 2,297.62'
EL = 2,299.03 (TYP.) UNCLASSIFIED EL. 2297.4 . . VC = 50'
VC = 50' STRUCTURE 025 STRUCTURE EXCAVATION (TYP.)
EXCAVATION EL. 2298.5 (-)1.3787% (-)6.5921%
FILL FACE ( END BENT 2
(-)3.1000% � (-)1.3787% FILL FACE C� END BENT 1 � (TYP.) Q100 •
- 2,310 STA. 12+93.70 -L- STA. 13+46.30 -L-
- G.P. EL. 2298.57 G.P. EL. 2297.79
rcl
- BEGIN FRONT SLOPE c" r
r N EXISTING r ° BEGIN FRONT SLOPE
- STA. 12+83.78-L- •
cv ° N STA. 13+55.45-L-
- G.P. EL. 2298.70 STRUCTURE Lo G.P. EL. 2297.53 APPROX. NATURAL GROUND
- 2 300 `k
9 Lo
- \\>x��\,�\�"\ -7 7 - - - X �k �" �} FIX. - -
�, ' , ooOo ���, ��i,.�. 0 "'� ° °� HYDRAULIC DATA:
- 2,290 •oo :°, •off, - - _ _ _ 00% �.�: - DESIGN DISCHARGE 950 CFS
rnN X, *1 O•'� �00 �� FREQUENCY OF DESIGN DISCHARGE 25 YRS.
- �� rn r r DESIGN HIGH WATER ELEVATION 2297.4
° N EXCAVATE TO DRAINAGE AREA 3.31 SO. MI.
CLASS II RIP RAP �° `\'� `\'� ELEVATION 2292.0 ± BASE DISCHARGE (0100) 1400 CFS
- (2 0 THICK) Lo o (GRADE FREQUENCY OF BASE DISCHARGE 100 YRS.
- 2 280 (1.5 : 1 SLOPE) (TYP.) - Yk \k CLASS I IO RIP RAP
BASE HIGH WATER ELEVATION 2298.5
- HP 12x53 EXCAVATE TO APPROX. W.S. - BANK STABILIZATION
STEEL PILES ELEVATION 2293.0 ± ELEV.= 2290.4 (1.5:1 SLOPE) (TYP.) OVERTOPPING FLOOD DATA:
- (TYP.) (GRADE TO DRAIN) (3/7/2018) OVERTOPPING DISCHARGE 1800+ CFS *
- END BENT 1 END BENT 2 FREQUENCY OF OVERTOPPING FLOOD 500+ YRS.
- OVERTOPPING FLOOD ELEVATION 2298.9 **
2,270
SECTION ALONG - L - * OVERTOPPING EXCEEDS 500 YR FLOOD EVENT.
SECTION AT END BENTS ARE AT RIGHT ANGLES. ** OVERTOPPING ELEVATION REPRESENTS LOWEST
HIGH POINT ON DECK/ROADWAY WHICH OCCURS
C� STA. 13+48-L-
1''p, LOW CHORD ELEVATION
FL. Fq,QI �� EB1 2295.99 LT. EB2 2295.06 LT.
1-,�89�ti eFR o N
�zti• Bcn
1 , CA
FRS � F p
0 00WD0�O 8 y
CLASS II RIP RAP o0 o ' °00�• I.D. STA. 13+20.00-L- 4/ °p6 ,-,4, j
(TYP.) °0 C BRIDGE ° B
/cn
ophZ gvFR
/00,6
000 o• ••
Ooo0 • •°
WORK POINT 1 000°o O �o WORK POINT 2
o°O°°��A o O° ° o QQo FILL FACE (a7 END BENT 2
FILL FACE Ca) END BENT 1 •. O o o / 00 00019.00
STA. 12+93.70-L- o •�OOQ °p� •• •;% •" • STA. 13+46.30-L-
%.. °0° I o%.•• v. -L-
BEGIN �� U� •oa°�� •. BEGIN FRONT SLOPE
FRONT SLOPE du STA. 13+55.45 TAN. EXT.
STA. 12+83.78 TAN. EXT. / , ',o �o 0% �� HORIZONTAL CURVE DATA -L -
/ • ` 0 %I • / END APPROACH SLAB 2
/ .: / Lo° oo° , / STA. 13+57.00 TAN. EXT.
BEGIN APPROACH SLAB / 4• �� ap ° ! / �� PI = 13+80.74
�_ STA. 12+83.00 TAN. EXT. / �o o%. O°°O o� / = 35 °06'36.2" (LT.)
TO SR 1310 / .°� o°o,%:� Q° °0o L / D = 57°17'44.8"
/ 4• o o � / L = 61.28'
�/ •� ��7 o%? • o• of . . T = 31.6 4'
/• • , •.
•. :.•a0 0••/ r• '° - R --10 0.0 0'
is � .►• ,' - =•`� �!�/�`�� TAN. EXT. SE - 0.03
HORIZONTAL CURVE DATA -L - / •„ *.as/ 008 `.�� :� /
PI = 12+42.31 / ,�.�� •odo ,�_°��• • . • •°°O „�� j PC 13+49.11-L-
0 = 12 °10'25.4" (LT.) TEMPORARY SHORING FOR / • �$ •°a� o .. e`�O � �1• / PROJECT NO.
17BP° 1 � °R°208
D = 14 °19'26.2" MAINT. OF TRAFFIC / o, .,! 120 00 00 4,0 ��
L = 84.99' ROADWAY PAY ITEM F��! (TYP.) s°6O ow�•
,� / MACON
T = 42.65' AND DETAIL) (TYP.) ! ° �_, �� ��a�° oo �w COUNTY
R = 4 0 0.0 0' I
o 0 0 96080000000 v o 0 ,s_•' �/ • 2it - -
SE = 0.03
C� STATION: 13 + 20.00 L
o ooCPoOO I
oo ° �~ • •oho •�•.
1 �% ,f� i•' s � o9oo SHEET 1 OF 4 REPLACES BRIDGE NO. 550180
0
• O
�tij •. 0 °o o
1 �4! o• •r °° 00 STATE OF NORTH CAROLINA
F F BF�Q • °, oo """"••��. DEPARTMENT OF TRANSPORTATION
° q�Q1 til noo.. • 0 00 �� •�,,• �� C AR��
291 ..
° y e `'V �� 1- °O�oQo �•�O�`�FESSIG ,„,, ,, RALEIGH
11 �R� / / • I
,) � o o N •,:
/ EXISTING 1 �ti SEAL = GENERAL DRAWING
/ STRUCTURE FL° p 'Fq eF'Qi l 20125
26'-39/16" 1 �`90 RTy B =-�s FNGINE� � •
� FOR BRIDGE ON SR 1369
/ 9 vli
� ' OVER SUGAR COVE CREEK
52'-73�6" = LENGTH OF BRIDGE BETWEEN SR 1310 AND NC 28
(FILL FACE TO FILL FACE)
DOCUMENT NOT CONSIDERED FINAL
PLAN
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: Si-
DRAWN BY : NMW DATE : 10/18 PILES NOT SHOWN IN PLAN VIEW FOR CLARITY. 804-C N. LAFAYETTE ST
CHECKED BY : MGC DATE 3/19 H ELBY(704jSH , VC 476�0003 TOTAL
SHEETS
DESIGN ENGINEER OF RECORD : MGC DATE 3/19
CORP. LICENSE NO.: C-0275 2 4 32

I
I'
"
/" /
/
.S1 •/ T
>4.
/ /
/•
/
C HP 12x53 /
STEEL PILES / STEEL PILES
/ /•
/" STA. 13+20.00-L- (D /
/" W.P. 2
BRIDGE ID STA. ��,
W.P. #1 • w �\ /, • • STA. 13+46.30-L-
STA. 12+93.70-L- / ;o
/
/" -L- /
/• / /'
I. /"
/• /"
/" \�' /"
;;‘) 0)
,AI 6y/ ci, A
44441444o \� /.
°� /.
/•/ 120°00'00" /I.
/ (TYP.) /•
/ / FILL FACE CO
END
L BENTS 1 Q\� �C END BENT 2
/• ^ (o /•
/• /.
/" /"
/• /•
/• /
/� /'
/" /
AL
/ (o /
/• 4I /.
/ /
/
END BENT 1 END BENT 2
FOUNDATION LAYOUT PLAN
ALL END BENT PILES ARE HP12x53 STEEL PILES.
DIMENSIONS LOCATING PILES ARE SHOWN TO THE
CENTERLINE OF PILES. ORIENT PILES AS SHOWN.
FOUNDATION RECOMMENDATION NOTES
PROJECT NO. 17BP.14 .R.208
FOR PILES, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS. MACON
COUNTY
PILES AT END BENT NO. 1 ARE DESIGNED FOR A FACTORED RESISTANCE OF
80 TONS PER PILE. STATION: 13 + 20.00 - L -
DRIVE PILES AT END BENT NO. 1 TO A REQUIRED DRIVING RESISTANCE OF
133 TONS PER PILE. SHEET 2 OF 4
PILES AT END BENT NO. 2 ARE DESIGNED FOR A FACTORED RESISTANCE OF STATE OF NORTH CAROLINA
80 TONS PER PILE. oo"""P44 DEPARTMENT OF TRANSPORTATION
DRIVE PILES AT END BENT NO. 2 TO A REQUIRED DRIVING RESISTANCE OF ,,'�D• < SSIO,Vq�J4/-571%. RALEIGH
133 TONS PER PILE. GENERAL DRAWING
SEAL
20125
=;�s FNGIN � FOR BRIDGE ON SR 1369
''• , L Go 0-\ •' OVER SUGAR COVE CREEK
"""`'`.' BETWEEN SR 1310 AND NC 28
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S-2
DRAWN BY : NMW DATE 10/18
ENGINEERS 804—C N_ LAFAYETTE ST
SHELBY, NC 28150 TOTAL
CHECKED BY : MGC DATE 3/19 PH (704) 476-0003 SHEETS
DESIGN ENGINEER OF RECORD : MGC DATE 3/19 CORP. LICENSE NO.: C-0275 4 32

BENCH MARK 410 10 " SPIKE SET IN BASE OF 24 " DOUBLE ASH TREE 12 . 0 ' LT . OF STA . 12 + 59 - L - ELEV . = 2297 . 94 '
STA. 13+20.00-L- v I.
' /
BRIDGE I.D. STA. , 4 -
_._,:f\ 1 \ \ \ 11\
itil‘.
f\
, - ,,,,, ,-F
• . �� 6'- HISTORIC � ,�'� �c �,
�o SITE , 4 jr„,.,O -
, .
-,,,\A , ,
n� WOODS _ 43 ".'.
-' in
'4P ,
t1
WOODS CLASS B ,,,'�0). .
+- ((:6.\ RIP RAP MTL O
(ROADWAY •'�� ' G .ice.
CLASS II PAY ITEM) •
,�F,
RIP RAP . T�� . co()) ,- I .
�� TO SR ------___ LsHo / (TYP.) Ire ;, .:.� / 4/� t _�; �� 5c '
1q, III _/ �Oak VVET -�_ �: _ --IF ► J
i
'/ OP
w i _ /�ti`.I AS 4I1iVJ_-
PT 14+10.39-L-
< 1 ___ -----, l' FI ' irfr,
..,
. 0 , �� it,t
1 1 1 41111°P
. e, , ...._
KA1
,e t- it P O C 13+7 5.0 0_L_ 2
g--____ �• i POC 10+00.00 Y
'. '� QRAxiv '. . -ti-ti-y-ti •,4 'A� 'fir A b ) ,
,'
�S , � •� . 1--�����
EXISTING -Y
,�` STRUCTURE ` �� `�� WOODS
r- -7-) `` // (TOP 00'00" �' PROPOSED
SEPTIC / ii
co GUARDRAIL (TYP.)
7
TANK ` 7 /
f
; .� (ROADWAY PAY ITEM
WOODS 1 & DETAIL)
/ 2SFD / �'
/ /
-f7 /
/ / WOODS /
/ •
`� PLLANS•-•(:-‘ . t • FOR TANDTY SPECIAL PROVIN SEE SIONS.
ONSUTILITY
I /4(
LOCATION SKETCH
NOTES
ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADING. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH " HEC 18 - EVALUATING
SCOUR AT BRIDGES."
FOR OTHER DESIGN DATA AND GENERAL NOTES, SEE SHEET S-32.
FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.
FOR EROSION CONTROL MEASURES, SEE EROSION CONTROL PLANS.
THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1.
THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD
BRIDGE DESIGN SPECIFICATIONS. FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.
AFTER SERVING AS A TEMPORARY STRUCTURE, THE EXISTING SINGLE SPAN BRIDGE FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.
(1 Cad 25'-6') CONSISTING OF A TIMBER FLOOR WITH 1" ASPHALT WEARING SURFACE
ON STEEL I-BEAMS AND A SUBSTRUCTURE CONSISTING OF TIMBER CAPS/TIMBER POST FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.
AND SILL ABUTMENTS AND LOCATED AT THE SITE OF THE PROPOSED BRIDGE SHALL
BE
IMITMOVED. THTHEXISTINGING BRIOGETHIS PRISGNTLYTPOIY TEDDTBETOISTHE
LEGAL
O LAD MAY TEMPORARY SHORING WILL BE REQUIRED IN THE AREAS INDICATED IN THE PROJECT NO. 17BP.14 .R.208
BEL . TYEPLAN VIEW. FOR LIMITS OF TEMPORARY SHORING, SEE TRAFFIC CONTROL
REDUCED AS FOUND NECESSARY DURING THE LIFE OF THE PROJECT.
PLANS. FOR PAY ITEM FOR TEMPORARY SHORING, SEE ROADWAY PLANS. MACON
REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO ALLOW COUNTY
INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL
DEBRIS TO FALL INTO WATER, THE CONTRACTOR SHALL REMOVE THE BRIDGE
AND SUBMIT PLANS FOR DEMOLITION IN ACCORDANCE WITH ARTICLE 402-2 OF THCE TSTANDARD AINS DSPECIFIICATIONSS. ANY COSTS RESULTS ATTENTION IS DING FROM COMPLIANCE IRECTED TO ARTICLE 1WITH07-1 0F STATION: 13 + 20.00 — L —
THE STANDARD SPECIFICATIONS. APPLICABLE STATE OR FEDERAL REGULATIONS PERTAINING TO HANDLING OF
THE MATERIAL SHOWN IN THE CROSS-HATCHED AREA SHALL BE EXCAVATED FOR MATERIALS CONTAINING LEAD BASED PAINT SHALL BE INCLUDED IN THE BID PRICE SHEET 3 OF 4
A DISTANCE OF 15' (LT.) AND 30' (RT.) OF -L- AT END BENT 1 AND 30' (LT.) AND FOR "REMOVAL OF EXISTING STRUCTURE AT STATION 15+20.00-L-."
30' (RT.) OF -L- AT END BENT 2. AS DIRECTED BY THE ENGINEER. THIS WORK STATE OF NORTH CAROLINA
WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR UNCLASSIFIED FOR ASBESTOS ASSESMENT FOR BRIDGE DEMOLITION AND RENOVATION DEPARTMENT OF TRANSPORTATION
ACTIVITIES, SEE SPECIAL PROVISIONS. '��� +'
STRUCTURE EXCAVATION, SEE SECTION 412 OF THE SPECIAL PROVISIONS. ���..,•\\E ARQ. ,,�� RALEIGH
ASPHALT WEARING SURFACE IS INCLUDED IN ROADWAY QUANTITIES e�° �9< 9 .
THE BEST THE TINFORMATUCTURE OION AVAILABLE. SF THE EXISTING IINCEE THIS RIDGE DINFORMAICATED TION N H IS SHOWN FOR FROME PLANS IS ON ROADWAY PLANS. SEAL GENERAL DRAWING
THE CONVENIENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL HAVE NO CLAIM 2�125
WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR FOR BRIDGE ON SR 1369
ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING �'1.1,,, -vGINEE) ��±:� OVER SUGAR COVE CREEK
BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT ••,,�������C,N�'••�
THE PROJECT SITE. BETWEEN SR 1310 AND NC 28
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S-3
DRAWN BY : NMW DATE 10/18
ENGINEERS 804—C N_ LAFAYETTE ST
SHELBY, NC 28150 TOTAL
CHECKED BY : MGC DATE : 3/19 PH (704) 476-0003 SHEETS
DESIGN ENGINEER OF RECORD : MGC DATE 3/19
CORP. LICENSE NO_: C-0275 4 32

TOTAL BILL OF MATERIAL
PILE DRIVING
REMOVAL OF UNCLASSIFIED CLASS "A" BRIDGE REINFORCING EQUIPMENT HP 12x53 TWO BAR 1'-2" x 2'-9%" RIP RAP, GEOTEXTILE 3 —0.. x 1 —9..
ELASTOMERIC PRESTRESSED
ITEM EXISTING ASBESTOS STRUCTURE CONCRETE APPROACH STEEL SETUP FOR STEEL CONCRETE CLASS II FOR
STRUCTURE ASSESSMENT EXCAVATION (BRIDGE) SLABS (BRIDGE) HP 12 x 53 PILES METAL RAIL PARAPET (2'—O" THICK) DRAINAGE BEARINGS CONCRETE
STEEL PILES •
•
CORED SLABS
LUMP SUM LUMP SUM LUMP SUM C.Y. LUMP SUM LBS. EA. NO. LIN. FT. LIN. FT. LIN. FT. TONS S.Y.
LUMP U NO. LIN.
SUPERSTRUCTURE 83.66 100.00 9 450.00
•
END BENT 1 27.2 3,202 5 5 200 135 150
END BENT 2 27.5 3,167 5 5 300 145 160
•
•
TOTALS LUMP SUM LUMP SUM LUMP SUM 54.7 LUMP SUM 6,369 10 10 500 83.66 100.00 280 310 LUMP SUM 9 450.00
( 145 CY )
PROJECT NO. 17BP. 14 .R.208
MACON COUNTY
H
STATION: 13 + 20.O0 - L -
SHEET 4 OF 4
STATE OF NORTH CAROLINA
tool•"""s•s• DEPARTMENT OF TRANSPORTATION
•�•,,`�Q�F L Hilq/�/,'• RALEIGH
.
SEAL GENERAL DRAWING
20125
.
=;�s F, ,_0, =' FOR BRIDGE ON SR 1369
"'•y9in-6 ,CC\s ''� OVER SUGAR COVE CREEK
BETWEEN SR 1310 AND NC 28
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
DRAWN BY NMW DATE 10/18 TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S-4
804—C N_ LAFAYETTE ST
CHECKED BY : MGC DATE 3/ig H ELBY(704jSH , VC 476�00038150 1 TOTAL
SHEETS
DESIGN ENGINEER OF RECORD : MGC DATE : 3/19
CORP_ LICENSE NO.: C-0275 2 4 32

LOAD FACTORS:
LOAD A \ D PESISTA \ CE FACTOR RATI \ G ( RFD ) SUIVIVAPY FOR PRESTRESSED CO \ CRETE GIRDERS DESIGN LIMIT STATE YDC YDW
LOAD RATING STRENGTH I 1.25 1.50
STRENGTH I LIMIT STATE SERVICE III LIMIT STATE FACTORS SERVICE III 1.00 1.00
MOMENT SHEAR MOMENT
z z z
cn o 0 o cc
Cr L- Cr H Cr H Cr H co
CD HO Cr ZO O 1- 0 Z O 1- O Z 0 1- 0 co
Q Cr L 0� Q CC L 0� Q Cr LJ
Z Z U X H1 Q U U Li- 0 H1 Q U U Li- 0 H U U U Li- 0 Z
H H Q I- .� Q 0 H .� Q 0 H Q 0
J I- U- 0 Z L._ J W p + Z L._ J W p + 0 Z L._ J W
W J Q Q V) m V) U z CO V) U Z Q V) CO V) U z + H
J I- 0 Cr Z C D 'I 0 Cr H Cr C D CC Z W H Cr C D Cr Z L,J - 0 CI H Cr C D CC Z Li] Z
J U CC J 0 Cr 0 Z W Q
0 Q 0 0 Q
Z W
W H C' Z Hp H H V) W H H H H Z p H1- Z I- IH Z 0 HZWI- H Z 0
>W 2W w ZQ ZH " Z
OOQ 0 > UVU
HQ HQ HQ Q[L Cr V) L_ Q V) U
HHv (L HQ HQ Q[L Cr V) L_ Q > U V) U
HHLva_ HQ HQ HQ Q[L Cr V) L_ Q
HHwCL 0
NOTES:J > U J Ct � 1- J Li CI Li CI (f) CD 0 J V) 0 Li Cr V) CD 0 J V) J W CI Li CC V) CD CI J V) U
HL-93(Inv) N/A 1 1.35 -- 1.75 0.25 1.74 50' EL 24.423 0.656 1.35 50' EL 9.769 0.80 0.25 1.59 50' EL 24.423 MINIMUM RATING FACTORS ARE BASED ON THE STRENGTH I AND
- SERVICE III LIMIT STATES.
HL-93(0pr) N/A -- 1.75 -- 1.35 0.25 2.25 50' EL 24.423 0.656 1.75 50' EL 9.769 N/A -- -- -- -- -
DESIGN ALLOWABLE STRESSES FOR SERVICE III LIMIT STATE ARE AS
LOAD HS-20(Inv) 36.000 2 1.586 57.108 1.75 0.25 2.15 50' EL 24.423 0.656 1.59 50' EL 9.769 0.80 0.25 1.97 50' EL 24.423 REQUIRED FOR DESIGN.
RATING
HS-20(Opr) 36.000 -- 2.056 74.028 1.35 0.25 2.79 50' EL 24.423 0.656 2.06 50' EL 9.769 N/A -- -- -- -- --
SNSH 13.500 -- 4.009 54.117 1.4 0.25 5.47 50' EL 24.423 0.656 4.31 50' EL 9.769 0.80 0.25 4.01 50' EL 24.423
SNGARBS2 20.000 -- 3.168 63.352 1.4 0.25 4.32 50' EL 24.423 0.656 3.19 50' EL 9.769 0.80 0.25 3.17 50' EL 24.423 COMMENTS:
SNAGRIS2 22.000 -- 3.009 66.192 1.4 0.25 4.18 50' EL 19.538 0.656 3.01 50' EL 9.769 0.80 0.25 3.07 50' EL 24.423 1.
SNCOTTS3 27.250 -- 2 54.493 1.4 0.25 2.73 50' EL 24.423 0.656 2.16 50' EL 9.769 0.80 0.25 2.00 50' EL 24.423 2.
>
v) SNAGGRS4 34.925 -- 1.739 60.742 1.4 0.25 2.37 50' EL 24.423 0.656 1.88 50' EL 9.769 0.80 0.25 1.74 50' EL 24.423 3.
SNS5A 35.550 -- 1.696 60.292 1.4 0.25 2.31 50' EL 24.423 0.656 1.96 50' EL 9.769 0.80 0.25 1.70 50' EL 24.423 4.
SNS6A 39.950 -- 1.586 63.364 1.4 0.25 2.16 50' EL 24.423 0.656 1.82 50' EL 9.769 0.80 0.25 1.59 50' EL 24.423
LEGAL SNS7B 42.000 -- 1.512 63.487 1.4 0.25 2.06 50' EL 24.423 0.656 1.85 50' EL 9.769 0.80 0.25 1.51 50' EL 24.423
LOAD TNAGRIT3 33.000 -- 1.943 64.127 1.4 0.25 2.65 50' EL 24.423 0.656 2.14 50' EL 9.769 0.80 0.25 1.94 50' EL 24.423
RATING
TNT4A 33.075 -- 1.96 64.837 1.4 0.25 2.67 50' EL 24.423 0.656 2.04 50' EL 9.769 0.80 0.25 1.96 50' EL 24.423
TNT6A 41.600 -- 1.633 67.938 1.4 0.25 2.23 50' EL 24.423 0.656 2 50' EL 9.769 0.80 0.25 1.63 50' EL 24.423 0 CONTROLLING LOAD RATING
1- TNT7A 42.000 -- 1.658 69.634 1.4 0.25 2.26 50' EL 24.423 0.656 1.86 50' EL 9.769 0.80 0.25 1.66 50' EL 24.423 O DESIGN LOAD RATING (HL-93)
1-
1- TNT7B 42.000 -- 1.728 72.595 1.4 0.25 2.36 50' EL 24.423 0.656 1.76 50' EL 9.769 0.80 0.25 1.73 50' EL 24.423
© DESIGN LOAD RATING (HS-20)
TNAGRIT4 43.000 -- 1.64 70.537 1.4 0.25 2.24 50' EL 24.423 0.656 1.69 50' EL 9.769 0.80 0.25 1.64 50' EL 24.423
TNAGT5A 45.000 -- 1.532 68.95 1.4 0.25 2.09 50' EL 24.423 0.656 1.75 50' EL 9.769 0.80 0.25 1.53 50' EL 24.423 © LEGAL LOAD RATING
TNAGT5B 45.000 3 1.501 67.548 1.4 0.25 2.05 50' EL 24.423 0.656 1.6 50' EL 9.769 0.80 0.25 1.50 50' EL 24.423 * * SEE CHART FOR VEHICLE TYPE
GIRDER LOCATION
I - INTERIOR GIRDER
EL - EXTERIOR LEFT GIRDER
ER - EXTERIOR RIGHT GIRDER
PROJECT NO. 17BP. 14 .R.208
0 MACON COUNTY
H
0 41P STATION: 13 + 20.00 - L -
A A
STATE OF NORTH CAROLINA
,,otsse sCAR9.,4, DEPARTMENT OF TRANSPORTATION
�,0� q/•,i. RALEIGH
• ,0ESSIOi 7/,9 -1.
STANDARD
LRFR SUMMARY
SEAL = LRFR SUMMARY FOR
20125
FOR SPAN 'A'
,s �VGINE� *== 50 ' CORED SLAB UNIT
".#4,z.,G,..�;;,..0' 120 ° SKEW
(NON - INTERSTATE TRAFFIC)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
ASSEMBLED BY : NMW DATE : 10/18
CHECKED BY : MGC DATE : 3/19 TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S-5
804-C N. LAFAYETTE ST
DRAWN BY : CVC 6/10 SHELBY, NC 28150 1 3 TOTAL
CHECKED BY : DNS 6/10 PH [phone] SHEETS
CORP_ LICENSE NO.: C-0275 2 4 32

NOTE2
FOR TRAFFIC PHASING, SEE TRAFFIC CONTROL PLANS.
5'-0„ ±
FOR TEMPORARY GUARDRAIL DETAILS AND PAY ITEM,
15'-0" (STAGE I CONSTRUCTION) 20'-0" SEE ROADWAY PLANS.
13'-6" 1'-6"
' ' 15'-0"
1" ,�1'-2 1V-0" MIN. CLEAR ROADWAY
11'-0" MIN. CLEAR ROADWAY• _
r1) .w GUARDRAIL
TEMPORARY (STAGE I TRAFFIC)
CONCRETE PARAPET WITH -L- (DIw (SEE ROADWAY
2-BAR METAL RAIL (TYP.) a.z
STANDARD DRAWING
TEMP. GUARDRAIL (/'iJ 862.03 SHEET 7 OF 7)
.ALL (SEE ROADWAY STANDARD < ; — n
i _ I
SHEET 7 OF 7)
L
ASPHALT WEARING SURFACE i t /� / r
(SEE ROADWAY PLANS) GRADE POINT ' 11/4� i
-,� L
0.03 i
/,I I A6 rI
/////// //////////// /////////// //////////// f=
. / /
/ / I
I
s M T s s
M M al
0 • 00 00 00 0 0 li — V M i M M i.--i M [_ll
CS =. CS =. CS =. CS =. CS =. C S =. CS =. C S =.
• 'u J
1—IL
II--I
U,J
3'-0„
I
(TYP.)
5 PRESTRESSED CONCRETE CORED SLAB UNITS = 15'-0"
STAGE I
27 -0 = TWO WAY TRAFFIC
1" 1'-2" 24'-6" (CLEAR ROADWAY) 1'-2" 1"
12'-0" (STAGE II CONSTRUCTION)
t.41 .
1'-6" _
. -1
i
CI
CONCRETE PARAPET WITH
2-BAR METAL RAIL (TYP.)
r) Lai
Iiii_.
�Iw
al I 1 i
T �I Q.z
I N;J
I
GRADE POINT I ;
0.03
0.03 i — PROJECT NO. 17BP.14 .R.208
/ +//90//////////// /////_///w// /_////////// //////,/////// /////////////////// M A C O N
COUNTY
00 00 00 00 1- - - 1 UO0U00U00U00
STATION: 13 + 20.00 - L -
L. 3'-0"
(TYP.) STATE OF NORTH CAROLINA
,,,,�,oi CARD'j. DEPARTMENT OF TRANSPORTATION
FESSI0 ��-- RALEIGH
_ 4 PRESTRESSED CONCRETE CORED SLAB UNITS = 12'-0" �oes� /V9� 9 •
SEAL
20125
STAGE II CONSTRUCTION
-•-q,. LG. Cc\oe
�sy ENGINES ��,,,,•� STAGING
STAGING S E 0 U E N C E DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
TGS ENGINEERS N0. BY: DATE: NO. BY: DATE: S-6
DRAWN BY : NMW DATE 10/18
ENGINEERS 804 Ti IV_ LAFAYETTE ST
CHECKED BY : MGC DATE SHELBY, NC 28150 TOTAL
3/19 PH (704) 476-0003 SHEETS
DESIGN ENGINEER OF RECORD : MGC DATE : 3/19
CORP. LICENSE NO.: C-0275 4 32

27'-0"
15'-0" (STAGE I CONSTRUCTION) 12'-0" (STAGE II CONSTRUCTION) 3'-0" 3'-0"
.I.
1'-6" 1'-6" 4 10"4, 4 1'-4" 10"
1" 1'-2" 24'-6" (CLEAR ROADWAY) 1'-2" 1"
• 10" y. 1.4" y. 10"
-.--►. • .
1'-6" 3" 11" 4" " 11" 3" 3 , #5 S3
�� m. 3 /s CL. 44 "B"
N
/IN--41 . 11 12" QS VOIDS -�, 3"
r) .. .. _ 1,_2„ X 2'-9%" , i Fi.-3" 0( .
✓ f
j
LL, _ CONCRETE PARAPET WITH M r ,.,„_ , v v v 1 \ii
1
L 2-BAR METAL RAIL (TYP.) -N + o. 74:
+
: l: °
F- I I -I ** — .--�
ASPHALT WEARING , � °' 1 — N
* A u SURFACE (SEE I GRADE PT. -,� CONST. JT. ;� :N P I �~ — +
m ROADWAY PLANS) (TYP.) 4 S2 . 'N °
1 c� 0.03 1 B 0.03 +w+ + ++ ++ tt+,-
C o #4 S2l •N 7 �-
_ iiirL3" Nf � ,
_ ,_, 3 7 ,4.7L
" 0 VOIDS
s , i '-- 0�`�'. N%_,,• 's_, - 000 2 SPA. 4 SPA. 2 SPA. 3 3
.. ( 2" CTS. ( 2" CTS. ( 2" CTS.
—, ' 0 C 4Bn41 INTERIOR SLAB SECTION EXTERIOR SLAB SECTION
A " 0.6" 0 L.R. TRANSVERSE SHEAR KEYS TO BE FILLED WITH GROUT AFTER (50' UNIT ) ( TYPE II & IV) (50' UNIT ) ( TYPE I & V)
3 -0 POST-TENSIONING STRAND ALL ERECTION HAS BEEN COMPLETED AND AFTER
(TYP.) IN 21/2" 0 HOLE FINAL TENSIONING OF TRANSVERSE STRANDS (19 STRANDS REQUIRED) (FOR PRESTRESSED STRAND LAYOUT, SEE
INTERIOR SLAB SECTION- TYPE II & IV)
TYPE I TYPE II UNITS TYPE III TYPE IV UNITS TYPE V 3'-0" /®\ BOND SHALL BE BROKEN ON THESE STRANDS FOR A
UNIT UNIT UNIT DISTANCE OF 6'-0" FROM END OF CORED SLAB UNIT.
1'-6" 1'-6"
_1 . SEE STANDARD SPECIFICATIONS, ARTICLE 1078-7.
13'-6" 13'-6" 10" 1'-4" 10"
► . y. y.
3" 11" 4" 4" 11" 3"
_ 15'-0" - STAGE I 12'-0" - STAGE II 11" 1'-2" T DEBONDING LEGEND
5 PRESTRESSED CONCRETE CORED SLAB UNITS 4 PRESTRESSED CONCRETE CORED SLAB UNITS ANCHOR ASSEMBLY FOR #4 "B"
ANCHORED TEMPORARY BARRIER 1 Ilm' I 8" O VOIDS
SEE "ANCHORAGE DETAILS FOR I N
9 PRESTRESSED CONCRETE CORED SLAB UNITS = 27'-0" TEMPORARY GUARDRAIL" � , � . . °. . I
HALF SECTION HALF SECTION SHEET o .r} + + �` I I
AT INTERMEDIATE DIAPHRAGMS THROUGH VOIDS
CTS — I N
TYPICAL SECTION ,-__„ 1
„ 1# ICL: PERMITTED THREADED INSERT
4 S2 + } e 8 CAST IN OUTSIDE FACE OF
+4\+ + ++ + +-.: :° : . ,.
- THE MAXIMUM PARAPET HEIGHT AND ASPHALT THICKNESS IS SHOWN. THE HEIGHT ., EXTERIOR UNIT AND
OF THE PARAPET AND ASPHALT THICKNESS VARIES WHILE THE TOP OF THE PARAPET , f N RECESSED 3/s". SIZE TO BE
FOLLOWS THE PROFILE OF THE GUTTERLINE. FOR PARAPET HEIGHT DETAILS 3" 7" 7" 3" DETERMINED BY
SEE THE "PARAPET SECTION FOR TWO BAR METAL RAIL" DETAIL. ► ' L. . . CONTRACTOR.
2 SPA. 4 SPA. 2 SPA.
@ 2" CTS. @ 2" CTS. @ 2" CTS.
v °
ASPHALT WEARING SURFACE THICKNESS TABLE INTERIOR SLAB SECTION
BASED ON PREDICTED FINAL CAMBER AND THEORETICAL GRADE LINE ELEVATIONS (50' UNIT ) ( TYPE III ) �� °° o v v v•
., . • • . . . v
(19 STRANDS REQUIRED) a ° . . -
* * CO C BEARINGS * * (� MIDSPAN • : . • • •. • ° : . ° • v
v .
v • v .
SPAN A LT. GUTTER GRADE PT. RT. GUTTER LT. GUTTER GRADE PT. RT. GUTTER • ` . . °
006 " 0 LOW ° o .END BENT 1 33/8" 3" 25/s" °°
v .
MID SPAN 2%" 2" 111/16" RELAXATION STRAND LAYOUT
END BENT 2 2%" 3" 3" THREADED INSERT DETAIL
ASPHALT FIXED END
WEARING
SURFACE 2'/2" 0 DOWEL HOLE
i
!1- \---L-- ------`--N--- ---N--- ---\ N \ N N N N N N N N 3'-0"
1'-6" 1'-6"
VOIDS 8 „ 91 "' �91 " 81 '- 17BPo14 .Ro208
i 6" ~ 7
f ' 2 ' 1. 2 " 2 '1' 2
PROJECT NO
• 1'-2" 4„ 4" 1'-2"
i 1,_11 „ . . .� .� _ M A C O N COUNTY
+ �/
/2 _ 3„ 3„ 21/2" 0 C O U N T
SEE "BRIDGE 61 ;N I �{ DOWEL HOLES 3/8„
1- APPROACH SLAB" #5 S1 - -
- - Nj+\/tSTATION' 13 + 20�00 L
SHEET FOR DETAILS - - - -� r ; . . ./'� i I. a #5 S12 LAYERS OF 30 LB. +° ,a, ° . . SHEET 1 OF 8
ROOFING FELT TO . . �. r . ! Hi o o . °°•° °• • r M° � j .
PREVENT BOND. i I� ° °° ° ° ° A STATE OF NORTH CAROLINA
ELASTOMERIC f F °
11/2" Qs BACKER ROD ; - ; BEARING PAD 45 S1 ; . i . ° #4 "B" ° °°° •••�•••••�,•, DEPARTMENT OF TRANSPORTATION
— ' r ' I° A �A LEIG
° ••. �� RD ••,,�
SEE "END BENT" ° ° . �� �FESSIG q �q ,
C BEARINGS+ ° `+ +, +, ° a A° \1 e ° " SUPERSTRUCTURE
& 46 DOWELS SHEETS FOR DETAILS N� 45 S1 _j_. . , . ° M 20125 •
— ' —
• 3 9 0 X 1
SECTION AT END BENT 1_3/, "
�; F PRESTRESSED CONCRETEEND ELEVATION shN *
,• q �� N •'• CORED SLAB UNIT<<„ „ �
SHOWING AND PLACEMENT
OF
DOUBLE
STIRRUPS SHEAR KEY DETAIL
LOCATION OF DO 1 2 0 o SKEW
(STRAND LAYOUT NOT SHOWN.) NOTE: OMIT SHEAR KEY ON OUTSIDE FACE DOCUMENT NOT CONSIDERED FINAL
INTERIOR SLAB UNIT SHOWN-EXTERIOR SLAB OF EXTERIOR CORED SLABS. UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
UNIT SIMILAR EXCEPT SHEAR KEY LOCATION. TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S-7
DRAWN BY : NMW DATE : 11/18 804—C N. LAFAYETTE ST
SH ,CHECKED BY : MGC DATE : 3/19 H ELBY(704)VC 476-0003 TOTAL
SHEETS
DESIGN ENGINEER OF RECORD : MGC DATE 3/19
CORP. LICENSE NO.: C-0275 2 4 32

C 0.6" 0 L.R. TRANSVERSE
POST-TENSIONING STRAND
SHEATHED WITH A
NON-CORROSIVE PIPE. C 0.6" 0 L.R. TRANSVERSE
HOLE FOR � STRAND # 2 %" X 5" X 5" I HOLE FOR POST-TENSIONING STRAND
TRANSVERSE STRAND TRANSVERSE STRAND SHEATHED WITH A
Av a ridNON—CORROSIVE PIPE.
—0/ 0 °;°i01 A STRAND # 1
° a`1�`11 ��� i STRAND # 1 %"" X 5" X 5" II
-H IN "�1`,1`G�� -1-0.G'�� — °° �1�` ���` STRAND # 2
N -- STRAND VISE -�./1�: oi ��'�`� ;N oOI I-- -- °°°°° °I I°° O - ----J --- --- 1`�� °°goo �low-
, �
.--� I I °°°D ' --� I goo •°: ki� 4.:I ° ° 111
:�t o
�1� n STRAND VISE
�� FILL RECESS A A OUTSIDE FACE WITH GROUT B B �L°Qa ° V � I
OF EXTERIOR ,
CORED SLAB /4 5%4 OUTSIDE FACE
-- 111V " -" (TYP / -- - i .- IFILL RECESS
42 1 3 °� (TL.___ yP.I `T4 4 2 -2 OFCOREDXTERIORAB /4 5/4"'° i WITH GROUT
10„ (Typo) /4
2'-6I " 2'-6I
10„
VIEW A—A
SECTION A—A SECTION B—B
VIEW B—B
DETAIL A DETAIL B
GROUTED RECESS AT END OF GROUTED RECESS AT END OF
POST — TENSIONED STRAND OF CORED SLABS POST — TENSIONED STRAND OF CORED SLABS
(TYPE I UNIT) (TYPE III UNIT )
FOR C 0.6" 0 L.R. TRANSVERSE STRAND 1* 1 GOES THRU 5 CORED SLAB UNITS
HOLE
TRANSVERSE STRAND POST-TENSIONING STRAND (TO BE TENSIONED DURING STAGE I CONSTRUCTION)
SHEATHED WITH A
NON-CORROSIVE PIPE. • STRAND # 2 GOES THRU ALL 9 CORED SLAB UNITS
• STRAND # 2 %" X 5" X 5" I (TO BE TENSIONED DURING STAGE II CONSTRUCTION)
1
- : NI 1
o ������ g 6 STRAND VISE
11 0
v 1`.11
C C ° Io
OUTSIDE FACE I y FILL RECESS
q 1 3 OF EXTERIOR
/4 / WITH GROUT
CORED SLAB 5/a"° /4„
1 -7
SECTION C—C
VIEW C—C PROJECT NO. 17BP.14 .R.208
DETAIL C MACON COUNTY
-H GROUTED RECESS AT END OF
STATIONS 13 + 20.00 - L -
POST — TENSIONED STRAND OF CORED SLABS
SHEET 2 OF 8
(TYPE V UNIT )
STATE OF NORTH CAROLINA
♦post LARD,j DEPARTMENT OF TRANSPORTATION
�•. RALE IGH
z♦�O 0ESSIC)N� /ki..•
SEAL =_ SUPERSTRUCTURE
20125
'• s ENGINES
�= PRESTRESSED
'•..<,L..,0,CC\a�•♦ CONCRETE CORED SLAB
DETAILS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
ENGINEERS 804-Tie
SNE_ NLAFAYET G I N E E RSTE ST NO. BY: DATE: NO. BY: DATE: S-8
DRAWN BY : NMW DATE 11/18
SHELBY, NC 28150 11
TOTAL
CHECKED BY : MGC DATE 3/19 PH (704) 476-0003 SHEETS
DESIGN ENGINEER OF RECORD : MGC DATE 3/19
CORP. LICENSE NO.: C-0275 4 32

1'-0" 13 OPTIONAL THREADED INSERTS SPACED Cad 4'-0" CTS. 1'-0"
16'-8" 16'-8" 16'-8"
15'-8�/2„ . . 16,_8„ . . 17,_7i/2„
11�/2"" 11�/2„
#4 "S" PAIRS (SPACED AS SHOWN IN DETAIL "A") (TYP. EA. UNIT)
6" 58-45 S3 (SPACED AS SHOWN IN DETAIL "A") (TYP. EA. EXT. UNIT) �, _ 6"
58-45 S4 (SPACED TO MATCH S3 IN PARAPET)
25'-0" 25'-0"
SEE DETAIL "A"
(TYP.) GROUTED RECESS FOR TRANSVERSE
8-#5 B13 IN STRANDS (TYP.) SEE DETAIL A,
CONCRETE PARAPET SHEET 2 OF 8. 8-#5 B13 IN
— — (2 BAR RUNS) �/2" EXP. JT. CONCRETE PARAPET
/
`,' / (3'-5" SPLICE) MAT'L. TN P ARAPET (3'-5A SPL ICE) #5 S3 &
V _I-I ( („� ) 1i 45 S4
i--i 3,-5„ �r " II �r �r !
• #5 S3 & -- i/ 'I,.''/,;'� ,,/ GUTTERLINE J --
4 S� SPLICE 4 S
V5 S4 / — — (TYP.) /r,' �' �/6 �r,' .
o r"' // 0.6" Q1 L.R. TRANSVERSE 0
• r /
0 POST-TENSIONING STRAND ;'r ,' S r •
H 12" QS VOIDS ,'/ IN 2'/2" 0 HOLE (STRAND 41 TO ,�/
6-"T� • (TYP. UNLESS NOTED) ,,;/ ,�%/ BE TENSIONED IN STAGE I) S •
. ' r .)'
0 ,� T �/}lr / , �/� rrr
z M rn H r YAK BRG r 1 I
,; ,rr 1 -I r�Z ,/ r- -1 • # _ou iv wL J I ,,' L _I 4 B6 (2 BAR RUN)
'-' >- FILL FACE 0 I —1 ' 1 ;/' r (1'-9" SPLICE)
w ~ END BENT 1 L _ ,//, if I iti f L J
• (TYP. EA. SLAB)
r r, rr
Q • ,�/ r,� ,�o /i i •
0.6" 0 L.R. TRANSVERSE FILL FACE 0
�' WP 41 'A POST-TENSIONING STRAND END BENT 2
-L- 8" 0 VOIDS �/ '/ IN 2�/2" 0 HOLE (STRAND 42 TO ,%' rr 4 "S" BARS SPLAYED 6- 4 S2 PAIRS 4 S2 PAIRS..._
r o/ / i/i . . . . .
• /' `,// BE TENSIONED IN STAGE II) `�' • WP #2 0 APPROX. E0. SPA. I C� 6" CTS. I C� 1'-0" CTS.
. H A ` / r // rsr 6" . 9-45 S3 C� 6" CTS. 1 -0_ 45 S3 Cad 1 -0 CTS. .._
,_, 1 i• L i• '" i• J /rr /--I i• // L •i J • • 22 I rJ
cD ,__, o • ��, ,�' _IV( , ♦ 2'' 2'-7 /8
A w Z A W ,, #/ F 4 „,',/
(V • • • • • • /, /, I• • • • 0 r/• •// • • 0 • •
rr
A —/ 120°-00'-00" M
`O (TYP.) ' �' 45 S3 . ; IL J— • I. •
—H ;— LIMIT OF ASPHALT GROUTED RECESS FOR TRANSVERSE � �
PAVEMENT STAGE I STRANDS (TYP.) SEE DETAIL B, / €�
LiJ SHEET 2 OF 8. -A Il . I• •
I
a o ti 2-#5 S1
1— , ,
0 2'-6" 9 SPACES C� 5'-0" = 45'-0" 2'-6" n
.-4 I— VOIDS
v 4-BOLT TEMPORARY GUARDRAIL ANCHOR ASSEMBLIES (10 REQ• .) V ti
-.
. ao • • • • • • / 44 S2
52'-73/6" (W.P. It TO W.P. 122) 3/4" CHAMFER r 44 S5 (IN PAIRS)
6,, 44 S6 (IN PAIRS)
#4 S7 (IN PAIRS)
4 44 S8 (IN PAIRS)
I-
'0,, C 2 1/2' 0
DOWEL HOLES
DETAIL "A"
PLAN OF I SPAN A - STAGE (SIMILAR EACH END OF UNIT)
NOTE: EXTERIOR UNIT SHOWN - INTERIOR
UNIT SIMILAR EXCEPT OMIT #5 S3 BARS.
PROJECT NO. 17BP•14 •R•208
MACON COUNTY
STATION: 13 + 20.00 - L -
SHEET 3 OF 8
STATE OF NORTH CAROLINA
...? AR , DEPARTMENT OF TRA
NSPORTATIONCoj,• RALEIGH
z•,.,, QvESSIoN �/,,,1.1 L
SEAL
•
SUPERSTRUCTURE
•
20125 •
-,sti -vGINE� � ' PLAN OF SPAN A
•,,'�<<��G��c�'"..` STAGE I
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S_g
DRAWN BY : NMW DATE 11/18
ENGINEERS 804—C N_ LAFAYETTE ST
SHELBY, NC 28150 TOTAL
CHECKED BY : MGC DATE 3/19 PH (704) 476-0003 SHEETS
DESIGN ENGINEER OF RECORD : MGC DATE 3/19 CORP. LICENSE NO.: C-0275 2 4 32

52'-73,6" (W.P. 41 TO W.P. 4 2)
/
A / Yr -,/,— ' 7
/ / / /
/ / / /
/ / / /
/ / / /
H / / / /
w / / / /
v' / / / /
H
H / / / /
/ / / /
/ / / /
. WP #1 / - / // /
/ -L / /
WP #2
/ / / /
LO / / / /
I / / / /
�, / / /
/ / i/ I.
/ 12" 0 VOIDS / /
TYPE IV & V UNITS
is
L J „' L 1 / L J (TYP.)
v � Ce • L I L 1 �' L _1 •
cc Z TyAJRG ��,' ,' FILL FACE 0
j 0.6" 0 L.R. TRANSVERSE •
z #4 B6 (TYP. EA. SLAB) ,;,/ POST-TENSIONING STRAND �,' END BENT 2
> FILL FACE C� (2 BAR RUNS) „ 1'-9" IN 2�/2" 0 HOLE (STRAND 42 TO ,'
H Cr)I w END BENT 1 SPLICE 4 ► BE TENSIONED IN STAGE II) •
H �/ /
O 1- Al �/, //////
• I w 1- ,0--DOWEL HOLESN �J / #4 S8 (IN PAIRS) 6,,
#4 Si (IN PAIRS)
0 > #5 S3 & GROUTED RECESS FOR TRANSVERSE / 44 S6 (IN PAIRS) 3 „
N w #5 S4 #4 "S" GUTTERLINE „'' STRANDS (TYP.) SEE DETAIL C, / #4 ��S„ /- #5 S3 & #4 S5 (IN PAIRS) /4 CHAMFER
V7 I 4 5 S4
V Z SHEET 2 OF 8. 1
§ (-- -. _, y. il _, , --. ,
1 •_ i 4 , ,
\
rn At V I / I A
N �" 8-45 B13 IN 8-45 B13 IN VOIDS /
'� CONCRETE PARAPET C 1/2" EXP. JT. CONCRETE PARAPET '
(2 BAR RUNS) MAT'L. IN PARAPET (2 BAR RUNS) 1 / 2-45 S1 - ")
(3'-5" SPLICE) (TYP.) (3'-5" SPLICE) •1 • v
SEE DETAIL "A" : A
#4 "S" PAIRS (SPACED AS SHOWN IN DETAIL "A") (TYP. EA. UNIT) (TYP.) — — — — .- • 45 S3
6" , 58-45 S3 (SPACED AS SHOWN IN DETAIL "A") (TYP. EA. EXT. UNIT)
58- 5 S4 (SPACED TO MATCH S3 IN PARAPET) 2'-7%" I ��--
1'-0" 13 OPTIONAL THREADED INSERTS SPACED 2 4'-0" CTS. 1'-0" 45 S3 01'-0" CTS. II. 1'-0" 9-45 S3 06" CTS. 6"
.
F44 S2 PAIRS 6-#4 S2 PAIRS � 44 "S" BARS SPLAYED
16'-8" 16'-8" 16'-8" 0 1'-0" CTS. 0 6" CTS. 0 APPROX. EQ. SPA.
. . .
25'-0" 25'-0"
DETAIL "A"
50'-0" (SIMILAR EACH END OF UNIT)
NOTE: EXTERIOR UNIT SHOWN - INTERIOR
UNIT SIMILAR EXCEPT OMIT 45 S3 BARS.
PLAN OF SPAN A - STAGE II PROJECT NO. 17BP.14 .R.208
MACON COUNTY
STATION. 13 + 20.00 - L -
SHEET 4 OF 8
STATE OF NORTH CAROLINA
,,,,���N..8m.„j, DEPARTMENT OF TRANSPORTATION
/��•• RALEIGH
z•,O �vESSIoN� ->, 1..1
Q < L
SEAL
SUPERSTRUCTURE
•
20125
-,sti -,GINE� \ ' PLAN OF SPAN A
•,.�<<��G,��c�'"��' STAGE II
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
1GS TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: 5-10
DRAWN BY : NMW DATE 11/18
ENGINEERS 804—C N_ LAFAYETTE ST
SHELBY, NC 28150 TOTAL
CHECKED BY : MGC DATE 3/19 PH (704) 476-0003 SHEETS
DESIGN ENGINEER OF RECORD : MGC DATE 3/19
CORP. LICENSE NO.: C-0275 2 4 32

NOTES
50'-0" A STRAND # 1 GOES THRU 5 CORED SLAB UNITS
(TO BE TENSIONED DURING STAGE I CONSTRUCTION)
16'-8" 16'-8" 16'-8" • STRAND # 2 GOES THRU ALL 9 CORED SLAB UNITS
.� . . (TO BE TENSIONED DURING STAGE II CONSTRUCTION)
15'-8�/2" 16'-8" 17'-7�/2" FOR GROUTED RECESS, SEE SHEET 2 OF 8
11�/2"" _ 11�/2"
3'-0„ 11'-5� 2"" 2'-6�/2"" 14'-1�/2"" 2'-6�/2"" 12'-5" 3'-11"
•
T4" I. . .-
A c STRAND 41 —N • C STRAND 42 Aq. STRAND #1 -- r • . STRAND 42 .
a) 1_ rn >- & i 2%2"" HOLE & . 2'/2" HOLE & 1L 2'/2" HOLE & C 2�/2"" HOLE �Ty2--
I I "i ,T I I ,y,• ,i� I I 2 PAIR OF
�"'1--- *I 0
•
45 S1 BARS
o ti a- ! . _ . . _ . . _ . . . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ _ . . _ . . _ . . _ . . _-I '' _ . � _ . . _ . . _ _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ ' _ _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . 1 . . _ . . _ . / _ . _ (TYP. BOTH ENDS)
r
m
•
yA I 2-' I I I J ,/ I I / !
T / 'J 120°-00'-00"
;N0 (-MD.)
, › } 12" e VOIDS q.. C CORED SLAB UNIT q-- 44 B6
a) i- rn ~ (TYP.) -4.--F
3'-ll" 11"-5�/2"" • 2'-6�/2"" 0. 14 1�/2"" • 2'-6�/2„ 12'-5„ 3,_0„
PLAN - SPAN A - TYPE I UNIT - STAGE I
NOTE: SEE PLAN OF SPAN A STAGE I FOR SPACING OF THE "S" BARS AND THREADED INSERTS
50'-0"
16'-8" 16'-8" 16'-8"
15'-81/2" 16'-8" 17,-7�/2„
11�/2 11/2" .
..
3,_0„ 11'-5� 2"" 2 6� 2"" 14'-1� 2"" 2'-6�/2„ 12'-5" 3'-11"
1 4" q„
>. -. ( STRAND 41 - t • ( STRAND 42 ( STRAND 41 • STRiAND 42 l/ --
co I— rn _ & ( 2/2 HOLE & ( 2'/2" HOLE & 2/2 HOLE & 2/2 HOLE (Tf
1 I .4' i
I J I . ,i� I I 2 PAIR OF
�" I #5 Si BARS
o i` / l _I I ,. J /,
1 1 >- . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . — . - - - - - - - - - - - _ - - - . . - ,- - - . . _ . . _ . . _ _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . — . ,r . -, . . _ . . _ . . _ . . _ . . _ . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . — . - - — (TYP. BOTH ENDS)
m ,-
•
A / A J I J .1' .�' I J .�� / I I / !
(TYP.)
, 0} 12" e VOIDS
�, q" CORED SLAB UNIT 4"" 44 B6
co (TYP.) . �F
3'-11" 11'5�/2"" I. 2 6�/2"" 14'-1�/2"" I. 2'-6�/2„ 12'-5" 3,_0„
• 0- ii ► WI PROJECT NO . 17BP.14 .R.2O8
MACON COUNTY
PLAN - SPAN A - TYPE II UNIT - STAGE I _ _
„ STATION: 13 20�00 L
NOTE. SEE PLAN OF SPAN A STAGE I FOR SPACING OF THE S„ BARS
SHEET 5 OF 8
STATE OF NORTH CAROLINA
••••"14., DEPARTMENT OF TRANSPORTATION
��,.o�-\\A CARp(j,�•"••• RALEIGH
�,� Q�FESSIpNq� '`9 et.
•'. SUPERSTRUCTURE
• r
SEAL •
20125 3 ' - O " X 1 ' - 9 "
-IL /41
••••S/S,9 LINE. <�,,,.•- PRESTRESSED CONCRETE
••''`L .. sst- CORED SLAB UNIT
DETAILS STAGE I
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
TGS ENGINEERS NO. BY: DATE:
ENGINEERS 804—C N_ LAFAYETTE ST NO. BY: DATE: S-11
SHELBY, NC 28150 TOTAL
DRAWN BY ; NOV DATE CORP_ LICE 11/18 PH (704NSE) 476N
ra O..—0003 C-0275 2 4 32
SHEETS
CHECKED BY : MGC DATE : 3/19

NOTES
A STRAND # 1 GOES THRU 5 CORED SLAB UNITS
(TO BE TENSIONED DURING STAGE I CONSTRUCTION)
• STRAND # 2 GOES THRU ALL 9 CORED SLAB UNITS
(TO BE TENSIONED DURING STAGE II CONSTRUCTION)
FOR GROUTED RECESS, SEE SHEET 2 OF 8
50'-0"
16'-8" 16'-8" 16'-8"
. . ►i..
15'8�/2"" 16'-8" 17'-7�/2""...t.
111/2 11%2"
3"-0" 11'-5� 2"" 2 6�/2"" 14"-1�/2"" 2'-6�/2"" 12'-5"" 3'-11""
..-1-. ►i. ►--. ► T
►L
4" 4"
"' A C STRAND 41 — r— • C STRAND 42 A C STRAND 41 — • ( STRAND 42
>- & C 21/2" HOLE & 12�/2" HOLE & C 21/2" HOLE & C 21/2" HOLE 7. . ,,
i i ' „ / l
/ /I I
v vi r / , I / ,
ial' 2 PAIR OF
A--, i ' • • I • • I
o r- 0- �. . _ . . _ . . _ _ . . _ . . - • - - - - - - - - . . _ . . _ . i..ii._.
, . _ . . - - - - - - - - - - - „ • • • • • • 45 S1 BARS
- - , - - - - - - - - - - - - - - - - - - - - - - - - - - --- . . _ . . _ . . - - - - - - - -- - - - - - - - - (TYP. BOTH ENDS)
ro . A l ` .. ,
'�v-- / (T6- . . I . . •. . „' ,%',./ii :,/, • . • • 'ir • • •• • I • • /
_1 zit /
(TYP.)
,N I- 8" CC VOIDS 4" C CORED SLAB UNIT 4" 44 B6
3'-11" 11"-5�/2"" 2'-6�/2"" 14'-1�/2"" 2 6�/2"" 12'-5"" 3'-O""
2'-6" 9 SPACES 0 5'-0" = 45'-0" 2'-6"
► 4-BOLT TEMPORARY GUARDRAIL ANCHOR ASSEMBLIES (10 REQ.) ►
PLAN - SPAN A - TYPE III UNIT - STAGE I
PROJECT NO, 17BP• 14 .R•208
NOTE: SEE PLAN OF SPAN A STAGE I FOR SPACING OF THE "S" BARS MACON
COUNTY
STATION: 3 + 20m00 - L -
SHEET 6 OF 8
STATE OF NORTH CAROLINA
0401810/144. DEPARTMENT OF TRANSPORTATION
47--\v\ C ARQ •„ RAL E I GH
,.•,s$ e,FESS10/4 ,.570.,r SUPERSTRUCTURE
SEAL
20125• 3 , _ 0 „ X 1 / - 9 "
v FN•.„0qGINEtn �,4,,e PRESTRESSED CONCRETE E
TE
'ti< G° �N�'� CORED SLAB UNIT„ „ DETAILS STAGE I
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S-12
804—C N. LAFAYETTE ST
DRAWN BY ; NO DATE 11/18 8150
H SH E(704jV476C �0003 TOTAL
SHEETS
CHECKED BY : MGC DATE : 3/19 CORP_ LICENSE NO.: C-0275 2 4 32

NOTES
• STRAND * 2 GOES THRU ALL 9 CORED SLAB UNITS
(TO BE TENSIONED DURING STAGE II CONSTRUCTION)
FOR GROUTED RECESS, SEE SHEET 2 OF 8
50'-0"
16'-8" 16'-8" 16'-8"
.--
•
3'-0" 12'-5" 1'-7" 15'-1" 1'-7" 12'-5" 3'-11"
4" 4"
. -41 �--F-
� q STRAND 2 • c STRAND #2
°0 ° & 2�/2"" HOLE & 2/2 HOLE ��y�
v A J
_ r I I 1 I I 2 PAIR OF
•
I _I ,:�'^ L #5 Si BARS
oti // ! . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _J-� J_ _ _ _ _ _ . . _ . . _ . . _ . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . /
m ~r~ / . , I I // I ,';' /
/! TYp J I �' J // L J ,/, I I /•/ 120°-00,_00„
MOD.)
12" e VOIDS 4.. C CORED SLAB UNIT 4-" #4 B6
3'-11" 12'-5" 1'-7" 15'-1" 1'-7" 12'-5" 3'-0"
- . . . ► . . . . . . .
PLAN - SPAN A - TYPE IV UNIT - STAGE II
NOTE: SEE PLAN OF SPAN A STAGE II FOR SPACING OF THE "S" BARS
50'-0"
il
16'-8" 16'-8" 16'-8"
- ►. ►L.
3'-0" 12'-5" 1'-7" 15'-1" 1'-7" 12'-5" .L. 3'-11"
4„ 4",
• •STRAND #2 •& STRANDHOLE . ,_
�- & 2/2 HOLE /2 (i•k
v I I '' eJ
° I I ,`,;� 11 I I oi 2 PAIR OF
o i` / I J �/� L ,/' J /' #5 Si BARS
. . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ _ . . _ . . _ . . _ _ _ _ _ _ _ _ _ ,_ _ _ . . _ . . _ . . _ _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . . . _ . . _ . . _ . . _ . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . _ _ _ (TYP. BOTH ENDS)
v I r'k,o J I J L J I •!
y / / / I / 120°-00,-00
0
(TYP.)
rn I- 12" e VOIDS 4" C CORED SLAB UNIT 4-" #4 B6
3'-11" 12'-5" 1'-7" 15'-1" 1'-7" 12'-5" 3'-0"
II..'all 01,-"ii PROJECT NO . 17BP.14 mR.208
MACON COUNTY
PLAN - SPAN A - TYPE V UNIT - STAGE II
1320�00 _ L _
NOTE: SEE PLAN OF SPAN A STAGE II FOR SPACING OF THE "S" BARS AND THREADED INSERTS
STATION:
SHEET 7 OF 8
STATE OF NORTH CAROLINA
••••������•., DEPARTMENT OF TRANSPORTATION
,,to,�\A CARQ j,�" RALEIGH
�,� Q�FESSIpNq� '`9••••'. SUPERSTRUCTURE
• r
SEAL :
20125 3 , - O " X 1 ' - 9 "
s.•••••sy9 GII\& ��,,,.•- PRESTRESSED CONCRETE
••''`L .. sst- CORED SLAB UNIT
DETAILS STAGE II
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
TGS ENGINEERS NO. BY: DATE:
ENGINEERS 804-C N_ LAFAYETTE ST NO. BY: DATE: 5-13
SHELBY, NC 28150 TOTAL
DRAWN BY : NOV DATE : 11/18 PH [phone] 4 SHEETS
CHECKED BY : I4GC DATE 3/19
CORP_ LICENSE NO.. C-0275 2 4 32

BAR TYPES NOTES
;� ALL PRESTRESSING STRANDS SHALL BE 7-WIRE LOW RELAXATION GRADE
+ BEARING PAD 270 STRANDS AND SHALL CONFORM TO AASHTO M203 EXCEPT FOR SAMPLING
REQUIREMENTS WHICH SHALL BE IN ACCORDANCE WITH THE STANDARD
8" 91/2" SPECIFICATIONS.
V 4' �.� 4 CORED SLABS REQUIRED SPAN A r S8 3 =1 co ALL REINFORCING STEEL CAST WITH THE CORED SLAB SECTIONS SHALL BE
NUMBER LENGTH TOTAL LENGTH A S7 2 11 N GRADE 60 AND SHALL BE INCLUDED IN THE UNIT PRICE BID FOR
�� TYPE I 1 50'-0" 50'-0" S6 2'-10" N, PRESTRESSED CONCRETE CORED SLABS.
Y —® 1" Qs HOLES
A f STAGE I TYPE II 3 50'-0" 150'_0" 'N S5. 2'-9" . N RECESSES FOR TRANSVERSE STRANDS SHALL BE GROUTED AFTER THE
o TYPE III 1 50'-0" 50' 0" O -o\o S2 2'-8" a TENSIONING OF THE STRANDS.
Ln
J LSTAGE I TOTAL 5 250'-0" ��IZ S1 2'-0" . N THE 2�/2" Q DOWEL -HOLES AT FIXED ENDS OF SLAB SECTIONS SHALL BE
V BEARING PAD — I cn FILLED WITH NON SHRINK GROUT.
A ® - TYPE I - TYPE IV 3 50 -0 150 -0 i
STAGE II TYPE V 1 50'-0" 50'-0" I CD 1 �, 'I' THE BACKER RODS SHALL CONFORM TO THE REQUIREMENTS OF TYPE M
STAGE I TOTAL 4 200'-O" 53/4" 6" �
BOND BREAKER. SEE SECTION 1028 OF THE STANDARD SPECIFICATIONS.
Q r
TOTAL 9 450'-0" WHEN CORED SLABS ARE CAST, AN INTERNAL HOLD-DOWN SYSTEM SHALL BE
FIXED END EM
LEAST
PLOYED
O PREVENT
VOIDS
D FROM RISING
PRIORTOCASTINGCORED SLAB MOVINGOR T SLABS, THE CONTRACTOR SHALL
( TYPE I - 18 REQ' D ) TO THE ENGINEER FOR REVIEW AND COMMENT, DETAILED DRAWINGS OF THE
PROPOSED HOLD-DOWN SYSTEM. IN ADDITION TO STRUCTURAL DETAILS,
LOCATION AND SPACING OF THE HOLD-DOWNS SHALL BE INDICATED.
ELASTOMERIC BEARING DETAILS ALL REINFORCING STEEL IN THE CONCRETE PARAPET SHALL BE EPDXY COATED.
ELASTOMER IN ALL BEARINGS SHALL BE 50 DUROMETER HARDNESS. PRESTRESSING STRANDS SHALL BE CUT FLUSH WITH THE CORED SLAB UNIT
ALL BAR DIMENSIONS ARE OUT TO OUT ENDS.
APPLY EPDXY PROTECTIVE COATING TO CORED SLAB UNIT ENDS.
GROOVED CONTRACTION JOINTS, 1/2" IN DEPTH, SHALL BE TOOLED IN ALL
EXPOSED FACES OF THE CONCRETE PARAPET AND IN ACCORDANCE WITH
ARTICLE 825-10(B) OF THE STANDARD SPECIFICATIONS. A CONTRACTION JOINT
SHALL BE LOCATED AT EACH THIRD POINT BETWEEN PARAPET EXPANSION
1"_ � 1'-2" BILL OF MATERIAL FOR ONE CORED SLAB UNIT JOINTS. ONLY ONE CONTRACTION JOINT IS REQUIRED AT MIDPOINT OF
_
CONCRETE PARAPET SEGMENTS LESS THAN 20 FEET IN LENGTH AND NO
TYPE I UNIT TYPE II UNIT TYPE III UNIT TYPE IV UNIT TYPE V UNIT CONTRACTION JOINTS ARE REQUIRED FOR THOSE SEGMENTS LESS THAN
z 10 FEET IN LENGTH.
6 a BAR NUMBER SIZE TYPE LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT
m 0 B6 4 #4 STR 25'-9" 69 25'-9" 69 25'-9" 69 25'-9" 69 25'-9" 69 FLAME CUTTING OF THE TRANSVERSE POST-TENSIONING STRAND IS NOT
2" CL. �, o
ALLOWED.
Si 8 #5 3 4'-6" 38 4'-6" 38 4'-6" 38 4'-6" 38 4'-6" 38
#5 S4 @ @ S2 102 #4 3 5'-4" 363 5'-4" 363 5'-4" 363 5'-4" 363 5'-4" 363 THE TRANSFER OF LOAD FROM THE ANCHORAGES TO THE CORED SLAB UNIT
S3 60 #5 1 5'-8" 355 5'-8" 355 SHALL BE DONE WHEN THE CONCRETE HAS REACHED A COMPRESSIVE
STRENGTH OF NOT LESS THAN THE REQUIRED STRENGTH SHOWN IN THE
c' S5 4 #4 3 5'-5" 14 5'-5" 14 5'-5" 14 5'-5" 14 5'-5" 14 "CONCRETE RELEASE STRENGTH" TABLE.
z
• • o — S6 4 #4 3 5'-6" 15 5'-6" 15 5'-6" 15 5'-6" 15 5'-6" 15
ct
21/4" -4— o 1- w o0 S7 4 #4 3 5'-7" 15 5'-7" 15 5'-7" 15 5'-7" 15 5'-7" 15 FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.
1.CL. w , 0 wo S8 4 #4 3 5'-9" 15 5'-9" 15 5'-9" 15 5'-9" 15 5'-9" 15
THE PERMITTED THREADED INSERTS ARE DETAILED AS AN OPTION FOR THE
z • • , m J J Lou REINFORCING STEEL LBS. 529 529 529 529 529 CONTRACTOR TO ATTACH FALSEWORK AND FORMWORK DURING CONSTRUCTION.
* EPDXY COATED
M v) < = H w REINFORCING STEEL LBS. 355 355 THE PERMITTED THREADED INSERTS IN THE EXTERIOR UNITS SHALL BE
A oo a 0_ N i_ = 6500 P.S.I. CONCRETE CU. YDS. 7.5 7.5 8.7 7.4 7.4 SIZED BY THE CONTRACTOR, SPACED AT 4'-0" CENTERS AND GALVANIZED
L{, o > awv' IN ACCORDANCE WITH SECTION 1076 OF THE STANDARD SPECIFICATIONS.
`V • • Q w w < o 0.6" 0 L.R. STRANDS No. 19 19 19 19 19 STAINLESS STEEL THREADED INSERTS MAY BE USED AS AN ALTERNATE.
Lou
cvn N — cc THE PERMITTED THREADED INSERTS SHALL BE GROUTED BY THE CONTRACTOR
Ln 00 ) NNma IMMEDIATELY FOLLOWING REMOVAL OF THE FALSEWORK.
w w 1_
• • THE COST OF THE PERMITTED THREADED INSERTS SHALL BE INCLUDED IN
1
I > > THE PRICE BID FOR THE PRECAST UNITS.
'// -\,1-/// a
V) e
J w
a I--I
U
H a
1- >. DEAD LOAD DEFLECTION AND CAMBER
w
> 3,_0„ X 1,_g„
0
/ i 50' CORED SLAB UNIT 0.6" Qs L.R.
STRAND
#5 S3 (SEE "PLAN OF CAMBER ( SLAB ALONE IN PLACE ) 11/2" 4
SPAN A FOR SPACING)
C '/2" EXP. JT. MAT'L HELD IN DEFLECTION DUE TO 3/8„ $
PLACE WITH GALVANIZED NAILS. SUPERIMPOSED DEAD LOAD 17BP.14 .R.208
CONST. JT. (NOTE: OMIT EXP. JT. MAT'L. PROJECT NO.
FINAL CAMBER 1�/8" 4
WHEN SLIP FORM IS USED) ,,,,,,,�� A :±1
'� ) INCLUDES FUTURE WEARING SURFACE MACON COUNTY
Lii* s
3 „ STATION.
13 + 20o00 — L —
PARAPET SECTION FOR CHAMFER ; 4 CONCRETE RELEASE STRENGTH
TWO BAR METAL RAIL < 21/2
„ i _ 2�1/2" SHEET 8 OF 8
QUANTITIES FOR THE #5 S4 AND #5 B13 BARS ARE )44" CHAMFER 2UNIT PSI STATE OF NORTH CAROLINA
INCLUDED WITH THE END POST BILL OF MATERIAL. 1/ „ 50' UNITS 4900 ���,,..������,,,��
DEPARTMENT OF TRANSPORTATION
•�.,-\N CHHQ/„. RALEIGH
SECTION S - S ;•� Q�OFESsio,v, /I/,9•.; SUPERSTRUCTURE
CONST. JT. AT DAM IN OPEN JOINT = SEAL
20125 i ii
(THIS IS TO BE USED ONLY GRADE 270 STRANDS :,� �,: 3 - 0 X 1 / - 9 "
WHEN SLIP FORM IS USED) •
S 0.6" QS L.R. •1„;8;5,9 FNGINE� �\ :::-• PRESTRESSED CONCRETE
AREA ''••�.�.,Go„c6,00 CORED SLAB UNIT
ELEVATION AT EXPANSION JOINTS ( SQUARE INCHES )ULTIMATE STRENGTH 58,600 12 0 o SKEW
0.217
( LBS. PER STRAND ) DOCUMENT NOT CONSIDERED FINAL
ASSEMBLED BY NMW DATE 11/18 43,950
APPLIED PRESTRESS UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
CHECKED BY : MGC DATE : 3/19 ( LBS. PER STRAND ) MS TGS ENGINEERS
ENGINEERS 804-C N_ LAFAYETTE0 ST NO. BY: DATE: NO. BY: DATE: S-14
DRAWN BY : DGE 5/09 REV. 5/18 MAA/THCH E(704jV476�0003 TOTAL
CHECKED BY : BCH 6/09 1.10 SHEETS
CORP_ LICENSE NO.: C-0275 2 4 32

1'-2"
#3 BARS
PLACED AS
SHOWN (AS C GUARDRAIL POST
NEEDED) ANCHOR ASSEMBLY
(:: TEMPORARY NOTES FOR TEMPORARY GUARDRAIL
GUARDRAIL — ------------------ -----�---
(7—
(SEE ROADWAY `V _.__________________ ________ __ THE ANCHOR ASSEMBLY FOR TEMPORARY GUARDRAIL SHALL CONSIST OF THE FOLLOWING :
(:: STANDARD
DRAWING 862.03 N , 0.375 DIA. A) FERRULES SHALL BE MADE FROM STEEL MEETING THE REQUIREMENTS OF AASHTO
SHEET 7 OF 7) — ------------------------0 -- WIRE STRUT M169, GRADE 12L14 AND SHALL HAVE A MINIMUM LENGTH OF THREADS OF 21/2".
B) 2-7/8" DIA x 5" ANCHOR BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM
A307. ANCHOR BOLTS SHALL BE GALVANIZED. (AT THE CONTRACTOR'S OPTION,
STAINLESS STEEL BOLTS AND WASHERS MAY BE USED AS AN ALTERNATIVE FOR THE
11" 11"
#3 BARS 2"4"" GUARDRAIL POST 7/8" DIA. x 5" GALVANIZED ANCHOR BOLTS. THEY SHALL CONFORM TO OR EXCEED
ANCHOR ASSEMBLY PLACED AS 2 ANCHOR ASSEMBLY THE MECHANICAL REQUIREMENTS OF ASTM A307. THE USE OF THIS ALTERNATE SHALL
(SEE DETAIL THIS SHOWN (AS ►1'-' 1"-2" BE APPROVED BY THE ENGINEER.)
SHEET) NEEDED) ! ! 1/4" (TYP.) C) WIRE STRUT SHOWN IN THE ANCHOR ASSEMBLY DETAIL ARE MINIMUM ALLOWABLE
, 2 2 A ) i THREADED STEEL SIZE AND SHALL HAVE A MINIMUM TENSILE STRENGTH OF 100,000 PSI.
cc ;� i i i FERRULE TO FIT
w o ` = i = _ _ 7/8" DIA. BOLT ANCHOR ASSEMBLY WITH BOLTS SHALL BE ASSEMBLED IN THE SHOP. BOLT THREADS MAY
c� �v1 =1 � BE RECUT AS NECESSARY TO INSURE FIT.
°� oo I I I
: 0
- THE COST OF THE ANCHOR ASSEMBLY COMPLETE IN PLACE, SHALL BE INCLUDED IN THE
! ! ! RPW UNIT CONTRACT PRICE BID FOR "3'-0" x 1'-9" PRESTRESSED CONCRETE CORED SLABS".
I I Imy
FERRULES TO BE PLUGGED DURING CASTING OF THE CORED SLAB UNITS AS RECOMMMENDED
8" VOID i i i BY THE MANUFACTURER.
i
I I I
AT THE CONTRACTOR'S OPTION, FERRULES WITH OPEN OR CLOSED ENDS MAY BE USED.
10" 1'-4" 10" SIDE VIEW ELEVATION PAYMENT FOR ANCHORED TEMPORARY GUARDRAIL ARE INCLUDED IN TRAFFIC CONTROL.
3'-0" MIN. LENGTH OF THREADS IN INSERT (FERRULE) : 21/2" PLUG FERRULES WITH GROUT UPON REMOVAL OF TEMPORARY GUARDRAIL BOLTS.
FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.
TEMPORARY GUARDRAIL ANCHOR ASSEMBLY
SECTION OF ANCHOR ASSEMBLY LOCATION ( 10 ASSEMBLIES REQUIRED IN THE TYPE III CORED SLAB UNITS )
( 4 ASSEMBLIES REQUIRED IN THE APPROACH SLABS )
,, /,
/ „/
/ I /
. /
/ ',, ,'� 'I, /
/ • %/. • /
/ ,;',,;'' 12" 0 VOIDS /
H / ,,;/�' (TYP. UNLESS NOTED) ,;�,;� /
/ �� .� /
r /Cr /
/ • I J L /,��„ L //
N FILL FACE (� // I ,,, ,i ,, ,� -I /
0 END BENT 1 / I 1 ;;/�%' L _ ;;/�% L J I
f f
/ 1:////%� ' , , %' /N�FILL FACEWP #1 / -L- 8" 0 VOIDS / 8" 0 VOIDS ,��'"' 8" QS VOIDS / END BENT 2
• 5o, 4 " WP #2
// '' P ';''�' , • //
/ — — I
• T I— — — _ - - - _ - - - 1 ///i E " L Hil -1 fill fill
II • II I di/If_I— I I _ _ _ _ � ,,, _ �l - „ _ _ _ 1 El ..
. / „'
/
CONSTRUCTION JOINT
H 1 7%"" 3'-4%"
1"-75/$"' - PROJECT NO. 17BP•14 •R•208
LLJ
CD
5'-4%" 5'-0" 5'-O" 9 SPACES Cad 5'-0" - 45 -0 5 0 5 0 3 75/a
," ", ", ," MACON COUNTY
N 4-BOLT TEMPORARY GUARDRAIL ANCHOR ASSEMBLIES (10 REQ.)
v STATION: 13 + 20.00 - L -
0 12'-0" (APPROACH SLAB) 50'-0" (CORED SLAB UNIT SPAN A) 12'-0" (APPROACH SLAB)
(V
52'-73/16" (W.P. 41 TO W.P. 42) STATE OF NORTH CAROLINA
,,���N TCARo,,„ DEPARTMENT OF TRANSPORTATION
4 RALEIGH
;•�� ��FESSIN� �/,,A
RAIL POST SPACING FOR TEMPORARY GUARDRAIL - STA
GE I
SEAL
z 20125 ANCHORAGE DETAILS FOR
', �' TEMPORARY GUARDRAIL
s ENGINES
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
ENGINEERS 804-Tie
SNE_ NLAF G I AYETTE N E E RS ST NO. BY: DATE: NO. BY: DATE: S-15
DRAWN BY : NMW DATE : 11/18 SHELBY, NC 28150 I] 3.
TOTAL
CHECKED BY MGC DATE 12/18 W CORP. LICENSE NO0.: C 0275 2 4 S32S

SEE "RAIL POST SPACINGS AND END OF RAIL DETAILS" SHEET S-18 NOTES
AT THE CONTRACTOR'S OPTION, METAL RAIL MAY BE EITHER ALUMINUM OR GALVANIZED STEEL IN ACCORDANCE
3'-0" SPLICE NOT C� WITH THE REQUIREMENTS OF THE GENERAL NOTES AND THE FOLLOWING SPECIFICATIONS FOR THE ALTERNATE
-4 ► . EXP. ;'-4" MATERIALS; HOWEVER, THE CONTRACTOR WILL BE REQUIRED TO USE THE SAME RAIL MATERIAL ON ALL STRUCTURES
ON THE PROJECT FOR WHICH METAL RAIL IS DESIGNATED.
/— 5 1111111111.1.1101.1 S I—\
UNLESS OTHERWISE REQUIRED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR HAS THE OPTION TO USE AN
. . ALTERNATE TO THE 2 BAR METAL RAIL. THE ALTERNATE RAIL SHALL MEET THE REQUIREMENTS OF THE AASHTO
r
LRFDBRIDGE DESIGN SPECIFICATIONS AND MUST BE LISTED ON THE DEPARTMENT'S APPROVED PRODUCTS LIST
17 5 :- c' S I (APL) UNDER "2 BAR METAL RAIL ALTERNATE". ADJUSTMENTS TO THE CONCRETE PARAPET WILL NOT BE ALLOWED.
: : ili in Mk ilkIngliW=ill Mk ): :\
ALUMINUM RAILS
MATERIAL FOR POSTS, BASES AND RAILS, EXPANSION BARS AND CLAMP BARS SHALL BE ASTM B-221 ALLOY 6061-T6.
MATERIAL FOR RIVETS SHALL BE ASTM B316 ALLOY 6061-T6. RIVETS SHALL BE STANDARD BUTTON HEAD AND CONE
PARAPET POINT COLD DRIVEN AS PER DRAWING.
THE BASE OF RAIL POSTS, OR ANY OTHER ALUMINUM SURFACE IN CONTACT WITH CONCRETE SHALL BE THOROUGHLY
COATED WITH AN ALUMINUM IMPREGNATED CAULKING COMPOUND OF APPROVED QUALITY.
MATERIAL FOR SHIMS TO BE ASTM B209 ALLOY 6061-T6.
t- TOOLED EOTOSTRACTION JT. ELEVATION GALVANIZED STEEL RAILS
NOTE : FOR ATTACHMENT OF METAL RAIL TO END POST, SEE SHEET S-18 MATERIAL AND GALVANIZING ARE TO CONFORM TO THE FOLLOWING SPECIFICATIONS:
POST, POST BASES, RAILS, EXPANSION BARS AND CLAMP BARS: AASHTO M270 GRADE 36 STRUCTURAL STEEL -
1" GALVANIZED TO AASHTO M111.
11/2„
► RIVETS: RIVETS SHALL MEET THE REQUIREMENTS OF ASTM A502 FOR GRADE 1 RIVETS.
- A � N . 1 -2 r_1"
THE CUT ENDS OF GALVANIZED STEEL RAILING, AFTER GRINDING SMOOTH SHALL BE GIVEN TWO COATS OF ZINC
RICH PAINT MEETING THE REQUIREMENTS OF FEDERAL SPECIFICATION MIL-P-26915 USAF TYPE 1, OR OF FEDERAL
—t SPECIFICATIONS TT-P-641.
A
A A G 1 SHIMS: SHIMS SHALL MEET THE REQUIREMENTS OF ASTM A570 FOR GRADE 33 OR A611 FOR GRADE C AND SHALL
v BE GALVANIZED IN ACCORDANCE WITH AASHTO M111.
- - o RAIL CAPS: RAIL CAPS SHALL MEET THE REQUIREMENTS OF ASTM A570 FOR GRADE 33 OR A611 FOR GRADE C
AND SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M111.
f____ ,i < cr GENERAL NOTES
Lv "
`~ _ 4- %4" 0 BOLTS WITH RAILING SHALL BE CONTINUOUS FROM END POST TO END POST OF BRIDGE. EACH JOINT IN RAIL LENGTH SHALL
I/4�" I/4" o ROUND WASHERS BE SPLICED AS DETAILED. PANEL LENGTHS OF RAIL SHALL BE ATTACHED TO A MINIMUM OF THREE POSTS.
. 5�4-- . ,iL_ FOR END OF RAIL TO CLEAR FACE OF CONCRETE END POST DIMENSION, SEE STANDARD NO. BMR2.
• -1, CAP SCREWS SHALL BE ASTM F593 ALLOY 305 STAINLESS STEEL. WASHERS SHALL MEET THE REQUIREMENTS OF
PLAN I ASTM F844 EXCEPT THEY SHALL BE MADE FROM ALLOY 304 STAINLESS STEEL.
I: CERTIFIED MILL REPORTS ARE REQUIRED FOR RAILS AND POSTS. SHOP INSPECTION IS NOT REQUIRED.
/
27/s w �6"" ," "= _ _-" 3 ANCHOR ASSEMBLY METAL RAIL POSTS SHALL BE SET NORMAL TO CURB GRADE.
4 . 5 /8 METHOD OF MEASUREMENT FOR METAL RAILS: FOR LENGTH OF METAL RAILS TO BE PAID FOR, SEE THE STANDARD
7 7 1 �
9/6"" X 13/161' 1 /8 i /g ✓ SPECIFICATIONS.
SLOTS N 45/s"� CURVED RAIL USAGE: WHERE RAILS ARE TO BE USED ON BRIDGES ON HORIZONTAL AND/OR VERTICAL CURVATURE
(TYP.)
A THE CONTRACTOR MAY, AT HIS OPTION, HAVE THE REQUIRED CURVATURE IN THE RAIL FORMED IN THE SHOP OR
II IN THE FIELD. IN EITHER EVENT, THE RAIL SHALL CONFORM WITHOUT BUCKLING OR KINKING TO THE REQUIRED
1 7
�;;, CONST.JT. CURVATURE IN A UNIFORM MANNER ACCEPTABLE TO THE ENGINEER.
I I
0ii 0 ; I
V TO INSURE FUTURE IDENTIFICATION OF THE FABRICATOR, A PERMANENT IDENTIFYING MARK SHALL BE PLACED
%�����G ON EACH POST. THE METHOD OF MARKING AND LOCATION SHALL BE SUCH THAT IT DOES NOT DETRACT FROM THE
'I' ' APPEARANCE OF THE POST, BUT REMAINS VISIBLE AFTER RAIL PLACEMENT.
i i I I
1 i i I
SHIMS SHALL BE USED AS NECESSARY FOR POST ALIGNMENT.
I I I I I I
) 0 613/6„ ALLOY 6351-T5 MAY BE SUBSTITUTED FOR ALLOY 6061-T6 WHERE APPLICABLE.
I I I I I I
"" ' ' MINOR VARIATIONS IN DETAILS OF METAL RAIL WILL BE CONSIDERED. DETAILS OF SUCH VARIATIONS, IF
iiii i 15/6"" 45/8„
I ,I I DESIRED, SHALL BE SUBMITTED FOR APPROVAL.
GROOVED CONTRACTION JOINTS, V2" IN DEPTH, SHALL BE TOOLED IN ALL EXPOSED FACES OF THE PARAPET
AND IN ACCORDANCE WITH ARTICLE 825-10(B) OF THE STANDARD SPECIFICATIONS. A CONTRACTION JOINT SHALL
"" �� ' ' BE LOCATED AT EACH THIRD POINT BETWEEN PARAPET EXPANSION JOINTS. ONLY ONE CONTRACTION JOINT IS
I I I I I `Q I I I I
: : REQUIRED AT MIDPOINT OF PARAPET SEGMENTS LESS THAN 20 FEET IN LENGTH AND NO CONTRACTION JOINTS
0 ' " ' 0 - S E C T I O N T H R U PARAPET �- 0 = I ' - Q M ARE REQUIRED FOR THOSE SEGMENTS LESS THAN 10 FEET IN LENGTH.
.� 7/s 0
III I — AND RAIL -- jr0
�� _
0 "" C ; A- co N HOLES PAY LENGTH - 83.66 LIN. FT.
I I I I , I I ti Ln I I I I II I I II II I I ~ I I -I II 1 I ---' ' 'IIII L0 - i I — i FOR L�8& 006TT THREAD]
"" ' ' ' ' ' CAP SCREW PROJECT NO. 17BP.14 .R.208
IIII I I I I I
IIII I I
I I I I I I
III I , , J ,
! Ili I � I
III I i '�' , MACON
PLAN COUNTY
IIII , I
+ iiii + _I 3
1 ; O IIII O i --; 5/4 4 - .766" 25/6"" A STATIONS 13 + 20�00 - L -
I I I I I I .I�
HOLES PUNCHED
(V I iiii 7/8„ 1„n A
3/4"" 14„
4) ; ;; ; O ► FOR RIVETS SHEET 1 OF 2
j NOTE : BASE CAN BE SUPPLIED
V `7 ' 1 ' V VL AS ONE EXTRUSION OR TWO
5/16" 0 DRILL 1" DEEP & -O O A EXTRUSIONS WELDED TOGETHER ti o STATE OF NORTH CAROLINA
4 - .766"F 0 HOLES 3 " AS SHOWN. 'Y? o •�N CARO• DEPARTMENT OF TRANSPORTATION
/8" 0 [16 THREAD] TAP 41 "" I I N ,� f ••�,,0� FESSIO �j�,�•. RALEIGH
,< <�iLc)
PUNCHED FOR RIVETS Vs DEEP FOR % 0 X 1 1/2 /4 -�+ 0 M . e ° "9< 9
STAINLESS STEEL CAP SCREW
___ L __ __ L ___ N , SEAL STANDARD
-i_�r- -z�r- -r�r- 20125
•
FRONT ELEVATION SIDE ELEVATION ' I ' " " ' I ' 1—
2" 2/4 'V
' NGINE� ��
PERMITTED WELD ►• ►I t
L.750" .•DETAILS OF POST v4"' .745" -,..,1o„10-%
2 BAR METAL RAIL
FRONT ELEVATION RIVET DETAIL
SIDE ELEVATION
DOCUMENT NOT CONSIDERED FINAL
ASSEMBLED BY : NMW DATE : 11/18 POST BASE DETAILS UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
CHECKED BY : MGC DATE : 3/19 ENGINEERS 8 04 TP SIVEILAFAYETTE ST NO. BY: DATE: NO. BY: DATE: 5-16
DRAWN BY : EEM 6/94 REV. 10/1/II MAA/GM SHELBY, NC 28150 I] 3 TOTAL
/GM W
CHECKED BY : RGW 6/94 REV. 2/REV. 117 MAA3 /THC PH (704) 476-0003 4 SHEETS32
CORP. LICENSE IVO.: C-0275 a
STD. NO. BMR37

4 5/8" NOTES
STRUCTURAL CONCRETE ANCHOR ASSEMBLY
Do _likilL THE STRUCTURAL CONCRETE ANCHOR ASSEMBLY SHALL CONSIST OF THE
FOLLOWING COMPONENTS
0.375" Q' A. FERRULES SHALL BE MADE FROM STEEL MEETING THE REQUIREMENTS OF AASHTO
WIRE MOR9 %4 FR FDERRULES. AND SHALL HAVE A MINIMUM LENGTH OF THREADS OF 2"
STRUT
O O B. 4 - 9/4" ex 21/2" BOLTS KITH MASHERS. BOLTS SHALL CONFORM TO THE
REQUIREMENTS OF ASTM A307. BOLTS AND MASHERS SHALL BE GALVANIZED.
AT THE CONTRACTOR'S OPTION, STAINLESS STEEL BOLTS AND MASHERS MAY BE
PLAN USED AS AN ALTERNATE FOR THE 3/4" 0' X 21/2" GALVANIZED BOLTS AND
MASHERS. THEY SHALL CONFORM TO OR EXCEED THE MECHANICAL REQUIREMENTS
OF ASTM A307. THE USE OF THIS ALTERNATE SHALL BE APPROVED BY THE
I ENGINEER.
/4 ( TYP.)
C. MIRE STRUT SHOWN IN THE CONCRETE ANCHOR ASSEMBLY DETAIL IS THE
5 I/2" 4 5/8 FIT 3/4" QS BOLT WITH 00,000MPSIL sA AN OP ION, A %6LE SIZE AND A O WIRE STRULL HAVE A TIIWI H A MINIMUM MUM TENSILE RTENSILENGTH E
F
THREADED STEEL INSERTS STRENGTH OF 90,000 PSI IS ACCEPTABLE.
WITH CLOSED BOTTOM TO
— ROUND WASHER. D. THE METAL RAIL ANCHOR ASSEMBLIES TO BE HOT DIPPED GALVANIZED TO
CONFORM TO REQUIREMENTS OF AASHTO M111.
] ,
E. THE COST OF THE METAL RAIL ANCHOR ASSEMBLY WITH BOLTS AND MASHERS
Q R P W COMPLETE IN PLACE SHALL BE INCLUDED IN THE PRICE BID FOR LINEAR FEET
OF METAL RAIL.
F. BOLTS TO BE TIGHTENED ONE-HALF TURN WITH A WRENCH FROM A FINGER-TIGHT
POSITION.
SIDE VIEW ELEVATION
THE CONTRACTOR MAY USE ADHESIVELY ANCHORED ANCHOR BOLTS IN PLACE OF THE
METAL RAIL ANCHOR ASSEMBLY. LEVEL ONE FIELD TESTING IS REQUIRED, AND THE
YIELD LOAD OF THE 3/4" QS BOLT IS 10 KIPS. FOR ADHESIVELY ANCHORED ANCHOR
4 — BOLT METAL RAIL ANCHOR ASSEMBLY BOLTS OR DOWELS, SEE THE STANDARD SPECIFICATIONS.
WHEN ADHESIVELY ANCHORED ANCHOR BOLTS ARE USED, BOLTS SHALL MEET THE
REQUIREMENTS OF ASTM F593 ALLOY 304 STAINLESS STEEL WITH MINIMUM 75,000
( 20 ASSEMBLIES REQUIRED ) PSI ULTIMATE STRENGTH. NUTS SHALL MEET THE REQUIREMENTS OF ASTM F594
ALLOY 304 STAINLESS STEEL AND WASHERS SHALL MEET THE REQUIREMENTS OF
ASTM F844 EXCEPT THEY SHALL BE MADE FROM ALLOY 304 STAINLESS STEEL.
3'-0"
1/4" DIMPLE "B" ..•
—1" 7 7" 8" 3"
4 �21/4' ' 21/4'"1
i 443111
DIMPLE "A" y3 2," 11.21/3 2-- _
I ,�
if / I
l'-'
13 �6owl —O - / O �4 1%2
1
I 0 -0- I —PP—. ...au— /8
'a641 1 . Y2— —1"----
ry- o tiT 0 -l:j 1 `� N
. .
m rn " .k,DIMPLE "A" I ul r- r- Lc) SEMI-ELLIPSE
TO FIT RAIL MINOR 7/s"' HOLES 7/s" 0' HOLES
1/4
S7
/a DIMPLE "B" SECTION ( PERMITTED ( PERMITTED , I b..4
—'
—*B AXIS ----4._ ( PERMITTED
) —0 — ; / ; ` — O— CUTLINE ) 5 V16
�6
SECTION B — B BAR SECTION ►I-F MAJOR
7/s„ 1„ AXIS
EXPANSION BAR DETAILSlu-
,,r .00 _13/8" 11/4" _7
H Hrrir A T
FRONT PLATE REAR PLATE XIS
`° F AXIS
SHIM DETAILS
RAIL SECTION
/32'' NOTE
41 II, SHIMS MAY BE CUT ALONG PERMITTED CUTLINE OR
1/2" QS C13 THREAD] HOLE FOR 1/2" QS X 1" STAINLESS STEEL 7/32 /32 SLOTTED TO EDGE OF PLATE TO FACILITATE PLACEMENT.
HEX HEAD CAP SCREW & 11/16" O.D., 17/32" I.D., riti 1/16"
1/16" THICK WASHER (TYP.) — q 3/4" 11/4" 17BPo14 .Ro208
.. rot
PROJECT NO.
A . fi
i MACON COUNTY
I
_ 7 il_„„„„„,_ ���;�ir STATION: 3 + 2O OO — L -
- — — — — — -
4 .0 .
. U r"—
,) 41. � N • I11;I '- SHEET 2 OF 2
— — — \_________________________ r 1 - RAIL CAP
STATE OF NORTH CAROLINA
in
`N
ti DEPARTMENT OF TRANSPORTATION
;N N *s‘�o��\ C AR°�j'ii� RAL E I GH
1" 33/4"
r
CLAMP ASSEMBLY '
20125 STANDARD
7/32
5/4 23 , _~ S •7
/32 , •, ENGINE N `�.CLA 'AP BAR DETAIL ",atG� ��.•' 2 BAR METAL RAIL
goo-
( 4 REQUIRED PER POST ) DOCUMENT NOT CONSIDERED FINAL
ASSEMBLED BY : NMYY DATE : 11/18 UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
CHECKED BY : MGC DATE : 3/19 TGS ENGINEERS
DRAWNBY ; EEM6/94 REV. 5/I/06R KMM/GM 8�S EL Y, NCA28150 YETTE ST NO. BY: DATE: NO. BY: DATE: TOTAL1] 4
REV. 10/vu MAA/GM (704)
CHECKED BY : RGOI 6/94 REV. 12/17MAA/THC CORP_ LICENSE NO.: C 0275 SHEETS
v 2
STD. NO. BMR4

NOTES
STRUCTURAL CONCRETE INSERT
THE STRUCTURAL CONCRETE INSERT ASSEMBLY SHALL CONSIST OF THE FOLLOWING COMPONENTS:
A. FERRULES SHALL BE MADE FROM STEEL MEETING THE REQUIREMENTS OF AASHTO M169, GRADE 12L14 AND
SHALL HAVE A MINIMUM LENGTH OF THREADS OF 11/2".
B. 1 - 3/4" 0 X 1%" BOLT WITH WASHER. BOLT SHALL CONFORM TO THE REQUIREMENTS OF ASTM A307. BOLT
AND WASHER SHALL BE GALVANIZED. ( AT THE CONTRACTOR'S OPTION, STAINLESS STEEL BOLT AND WASHER
MAY BE USED AS AN ALTERNATE FOR THE 3/4" 0 X 1%" GALVANIZED BOLT AND WASHER. THEY SHALL
CONFORM TO OR EXCEED THE MECHANICAL REQUIREMENTS OF ASTM A307. THE USE OF THIS ALTERNATE
SHALL BE APPROVED BY THE ENGINEER.)
END
OF C. WIRE STRUT SHOWN IN THE CONCRETE INSERT ASSEMBLY DETAIL IS THE MINIMUM ALLOWABLE SIZE AND
UNIT SHALL HAVE A MINIMUM TENSILE STRENGTH OF 100,000 PSI. AS AN OPTION, A 7/16" 0 WIRE STRUT WITH
A MINIMUM TENSILE STRENGTH OF 90,000 PSI IS ACCEPTABLE.
END OF UNIT NOTES
METAL RAIL TO END POST CONNECTION
THE METAL RAIL TO END POST CONNECTION SHALL CONSIST OF THE FOLLOWING COMPONENTS:
CV
0 CI El El
/ E 0 0 0
i
:� A. 1/2" PLATES SHALL CONFORM TO AASHTO M270 GRADE 36 AND SHALL BE GALVANIZED AFTER FABRICATION.
r
B. 3/4" STRUCTURAL CONCRETE INSERT SHALL HAVE A WORKING LOAD SHEAR CAPACITY OF 4800 LBS. THE
FERRULES SHALL ENGAGE A /4"0 X 1%" BOLT WITH 2" O.D. WASHER IN PLACE. THE /4"0 X 1%" BOLT
SHALL HAVE N. C. THREADS.
C. CAP SCREWS FOR RAIL ATTACHMENT TO ANGLE SHALL CONFORM TO THE REQUIREMENTS OF ASTM F593 ALLOY
305 STAINLESS STEEL. CAP SCREWS TO BE CENTERED IN SLOTS AT 60°F.
D. STANDARD CLAMP BARS ( SEE METAL RAIL SHEET ).
3'-9" 1'-4" 2'-6" 2'-6" 5'-115/16" 4 SPACES 2 6'-0" 2'-6" 2'-6" 1'-4" 3'-9" E. 1/2" 0 PIPE SLEEVES (IF REQUIRED) TO BE GALVANIZED.
END POST END POST
10 POSTS SPACED AS SHOWN THE COST OF THE STANDARD CLAMP BARS AND CAP SCREWS USED IN THE METAL RAIL TO END POST CONNECTION
SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE BID FOR LINEAR FEET OF 1 OR 2 BAR METAL RAILS.
THE 3/4" STRUCTURAL CONCRETE INSERT WITH BOLT SHALL BE ASSEMBLED IN THE SHOP.
PLAN OF RAIL POST SPACINGS THE COST OF THE 3/4" STRUCTURAL CONCRETE INSERT ASSEMBLY, AND THE 1/2" PLATES COMPLETE IN PLACE
SHALL BE INCLUDED IN THE VARIOUS PAY ITEMS.
RIGHT SIDE SHOWN; LEFT SIDE SIMILAR.
THE CONTRACTOR, AT HIS OPTION, MAY USE AN ADHESIVE BONDING SYSTEM IN LIEU OF THE STRUCTURAL
CONCRETE INSERT EMBEDDED IN THE END POST. IF THE ADHESIVE BONDING SYSTEM IS USED, THE 3/4" 0 X 1%"
BOLT WITH WASHER SHALL BE REPLACED WITH A 3/4"O X 61/2" BOLT AND 2" O.D. WASHER. ALL SPECIFICATIONS
THAT APPLY TO THE 3/4" 0 X 1%" BOLT SHALL APPLY TO THE /"0 X 6 1/2" BOLT. FIELD TESTING OF THE
ADHESIVE BONDING SYSTEM IS NOT REQUIRED.
ANGLE TO BE MADE FROM
1/2" X 4" X 11" If AND
1 1/2" X 4" X 4" R.P.W.( TYP.ALL __ CLOSED-END
C 1/2 0 HOLE
q"- CONTACT POINTS ) w FERRULE
11"
2" 2„
I Clit-EF
02-2=. A
1 1 i rl'-i" . FERRULE O�- - - rip - .375" Q� ii I
- WIRE STRUT
rri F
rr: f - I
0 --0 hill- H
1 C 11/2" 0 HOLE wsAs N ir
RAIL POST ] _I 3 5
7 -- 7 .. ATTACHMENT BRACKET ( .1 /4 ,X 1 /8 BOLT
13 " 1 " /$ � � /$ I / I AND 2 O.D.WASHER ` 3/4"" STRUCTURAL PLAN ELEVATION
c /6 X 1" SLOTS 3 /2 � .�~ CONCRETE INSERT
C SLOTS RAIL SECTION _ _ i STRUCTURAL CONCRETE
ELEVATION 4, !...
� -" INSERT
13/6�� X 1" SLOTSI/2 IE STANDARD * EACH WELDED ATTACHMENT OF WIRE TO
-1 r_ END VIEW BAR CLAMP wi 7 7/8 FERRULE SHALL DEVELOP THE TENSILE
11/2" 0 HOLE - STRENGTH OF THE WIRE.
. ► - - C 1/2" 0 [13 THREAD] X 11/4" ROADWAY
1 STAINLESS STEEL HEX HEAD CAPHI- FACE PROJECT NO. 17BP.14 .R.208
/2 - RAIL SECTION SCREWS & 1%16" O.D., 17 .,
� /32 I.D 1 %2„
- � STANDARD I %16" THICK WASHER MACON
_ I . L. . . CLAMP BAR COUNTY
-- ' MuirMairIE - PLAN - RAIL AND END POST + - -
3 y.. .i `�+ ,�IE STATION:
13 20�00 L
PA
Ii_ IA _
ells c 1/2" 0 [13 THREAD] X 11/4" STATE OF NORTH CAROLINA
TOP VIEW LT'iSTAINLESS STEEL HEX ,,,••������•.,, DEPARTMENT OF TRANSPORTATION
HEAD CAP SCREWS & .••'`�N LARO� ''••• RALEIGH
j1L/12" IL 1%6"" O.D., 17/32"" I.D., 4� �evEssroN,�j-q'••�1/16" THICK WASHER `
20125 RAIL POST SPACINGS
SECTION H - H
�= AND
s �INE� •'
��'' END OF RAIL DETAILS
FIXED
DOCUMENT NOT CONSIDERED FINAL
ASSEMBLED BY : NMW DATE : 11/18 UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
CHECKED BY : MGC DATE : 3/19 DETAILS FOR ATTACHING METAL RAIL TO END POST ,5 TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S-18
ENGINEERS 804-C N_ LAFAYETTE ST
DRAWN BY : FCJ 1/88 REV. 5/1/06 TLA/GM
REV. 10/I/II MAA/GM H E(704)V476�0003 u TOTAL
CHECKED BY : CRK 3/89 SHEETS
REV. 12/17 MAA/THC CORP. LICENSE NO.: C-0275 4 32
STD. NO. BMR27

i
BAR TYPES
BILL OF MATERIAL FOR
PARAPETS & FOUR END POSTS
r 1
BAR NO. SIZE TYPE LENGTH WEIGHT
1'-10" CD z * B13 64 #5 STR. 14'-4" 957
C GUARDRAIL
ANCHOR ASSEMBLY -1
* El 8 #7 STR. 2'-11" 48
* E2 8 #7 STR. 3'-5" 56
#5 S4 & #5 B13 BARS 46 "F" BARS * E3 8 #7 STR. 3'-10" 63
BAR DIMENSIONS ARE OUT TO OUT. * E4 8 #7 STR. 4'-4" 71
l I , II II II
/ • ;; ''• '' I ti * E5 8 #7 STR. 4'-8" 76
N I N
II II II I`
I I III
II I I
.--� �--. • I I I I• I I • I
V 1 I ii II II II * Fl 8 #6 STR. 1'-11" 23
A
PERMITTED ;�
F2 4 #6 STR. 3'-1" 19
CONST. JT.
' � 2�/2" INSERTS
6" * F3 4 46 STR. 3'-8" 22
6" #5 S3 & 45 S4 C� 6" CTS. 1'-0" 45 S3 & #5 S4 Cad 1'-0" CTS. _ 5 7 'E Cagy 9/2 CTS. .. . * F4 4 46 STR. 3'-6" 21
_ .► (EA. FACE)
3'-9" * F5 4 #6 STR. 4'-0" 24
* S4 120 45 1 5'-8" 709
PLAN OF PARAPET PLAN OF END POST '
* EPDXY COATED REINFORCING STEEL 2,089 LBS.
3,-g„
L. ►
6"
6" CLASS "AA" CONCRETE 13.0 C.Y.
1'-2„ 47 "E" BARS Cad ► 421/2"
PERMITTED ; 9�/2" CTS. (EA. FACE) 1'-2" x 2'-9%" CONCRETE PARAPET 100.00 L.F.
CONC.
CONST. JT. iv #6 F3 OR #6 Fl
INSERTS
r
A 1 A A NOTES:
A #7 E4
46 F3 - 46 F5 #7 E3 47 E5 o QUANTITIES FOR THE 45 S3 BARS ARE INCLUDED
#6 F1 #6 F2 OR #6 F4 N WITH THE CORED SLAB BILL OF MATERIAL.
JA
(EA. FACE) N 47 E2 4 N
6). N 6 F2 �_ 47 "E„ BARS .11 _ CONST.
JT D o
C GUARDRAIL A —\--v
��\
V
ANCHOR _{---1_ \ 0° H • • • ._...j
6 F4 °• ° I
ASSEMBLY -;r, ' A v 45 S4
0
' a ; ' _ > #7 El • v 0 I (PAIR W/
m A =!� #5 S4 I 5 S3) ;0 � w
CT) 01
1 CO V 3%" CL. I <
� ' A CONST. JT. a
Co #5 B13 BARS 0-
�/ r (EA. FACE)
A //// /// /4
i1 • • • • • •
U WH L:"
�►
0
#5 S3 � #5 S3 — r
11'' f""F-------•4111--______........ ....______ _____
cr aw
N 1- CONST. JT. #5 S3
z m .
1--1 a
w @@ ELEVATION
END VIEW PROJECT NO. 17BP•14 •R.208
MACON COUNTY
STATION: 13 + 20•OO - L -
1 ' - 2 " x 2 ' - 9 % " CONCRETE PARAPET AND END POST
FOR WEARING SURFACE THICKNESSES AT C BEARING AT GUTTERLINE, STATE OF NORTH CAROLINA
SEE "ASPHALT WEARING SURFACE THICKNESS TABLE". DEPARTMENT OF TRANSPORTATION
♦♦♦♦0\-\ CAROq f-,-- RALE IGH
z♦% �OFESSIOjv '/,9--.
Q (
•
2�125 1 ' -2" x 2' - 9%" CONCRETE
PARAPET AND
•-•s �INE� �., END POST DETAILS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
ENGINEERS 804-C
TGS N_ENGINEELAFAYERSTE ST NO. BY: DATE: NO. BY: DATE: S-19
T
SHELBY, NC 28150 I] 3.
TOTAL
DRAWN BY NMW DATE 11/18 PH (704) 476-0003
SHEETS
CHECKED BY : MGC DATE : 3/19 CORP. LICENSE NO.: C-0275 4 32

NOTES
. -2 . THE GUARDRAIL ANCHOR ASSEMBLY SHALL CONSIST OF A I/4" HOLD DOWN PLATE AND
7 - /8" Q' BOLTS WITH NUTS AND WASHERS.
11"
. . THE HOLD-DOWN PLATE SHALL CONFORM TO AASHTO M270 GRADE 36. AFTER
4„ 4" FABRICATION, THE HOLD-DOWN PLATE SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE
►. ►
WITH AASHTO M111.
'
BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A307 AND NUTS SHALL
CONFORM TO THE REQUIREMENTS OF AASHTO M291. BOLTS, NUTS AND WASHERS SHALL
._ 1 � BE GALVANIZED. AT THE CONTRACTOR'S OPTION, STAINLESS ST EL BOLTS, NUTS
C GUARDRAIL S — iI AND WASHERS MAY BE USED AS AN ALTERNATE FOR THE 7/8" GALVANIZED BOLTS,
ANCHOR ASSEMBLY OA <-[
r =N NUTS AND WASHERS. THEY SHALL CONFORM TO OR EXCEED THE MECHANICAL
GUARDRAIL REQUIREMENTS OF ASTM A307. THE USE OF THIS ALTERNATE SHALL BE APPROVED BY
rn ANCHOR m THE ENGINEER.
� ASSEMBLY t
- ~ �I�'
71z111
Q - - - _il / THE GUARDRAIL ANCHOR ASSEMBLY IS REQUIRED AT ALL POINTS WHERE APPROACH
C GUARDRAIL \ GUARDRAIL IS TO BE ATTACHED TO THE END OF THE PARAPET. FOR POINTS OF
ATTACHMENT, SEE SKETCH.
ANCHOR ASSEMBLY
rn ^ J `_ K' AFTER INSTALLATION, THE EXPOSED THREAD OF THE BOLT SHALL BE BURRED WITH A
C 1%16" QS HOLES (TYP.) 4, _ ll - / SHARP POINTED TOOL.
�_z r
THE COST OF THE GUARDRAIL ANCHOR ASSEMBLIES WITH BOLTS, NUTS AND WASHERS
M rn COMPLETE IN PLACE, SHALL BE INCLUDED IN THE VARIOUS PAY ITEMS.
a a - - A - THE VERTICAL REINFORCING BARS MAY BE SHIFTED SLIGHTLY IN THE END POST TO
7/$" 0' X 1'-4" BOLT
WITH ROUND
'N CLEAR ASSEMBLY BOLTS.
WASHERS (TYP.)
rn m THE 1 1/4" Q' HOLES SHALL BE FORMED OR DRILLED WITH A CORE BIT. IMPACT TOOLS
1 0 J ~ �11' WILL NOT BE PERMITTED. ANY CONCRETE DAMAGED BY THIS WORK SHALL BE REPAIRED
1/4" HOLD-DOWN r mil
TO THE SATISFACTION OF THE ENGINEER.
V
--°-1- 1/4" HOLD-DOWN E
1
11/4" Q' HOLE (TYP.)
PLAN END VIEW
GUARDRAIL ANCHOR ASSEMBLY DETAILS
x x
END OF \ END OF
CORED SLAB CORED SLAB
UNITS 0 EB 1 UNITS 0 EB 2
x x
, I II II
, I II II
1'-2„ II II
, I II II
1
, I II II
0II II
i
4„
a 4" �
END OF 1 _ 1'-10" ..- ----___ C GUARDRAIL Z SKETCH SHOWING POINTS OF ATTACHMENT
CORED SLAB ANCHOR ASSEMBLY
UNITS 0 EB 1 ti * LOCATION OF GUARDRAIL ATTACHMENT
( GUARDRAIL
a1 ANCHOR ASSEMBLY ti
-
1'-10" _
4„ �- ANCHORDRAIL ASSEMBLY Z
4„
i PROJECT NO . 17BPo14 LRo208
__. J. . . J.
7 CONST. JT
ACONM COUNTY
fr 11 - - - - _ ,
Ii Ii I •
PLAN
STATION: 3 + 20.00 — L —
END VIEW
(TWO BAR METAL RAIL) STATE OF NORTH CAROLINA
•••e,8!1!••,, DEPARTMENT OF TRANSPORTATION
�,�.o�\� CAR�,j RALEIGH
LOCATION OF GUARDRAIL ANCHOR AT END POST ;.•� Q\pFESH/y. , , ,,,. + STANDARD
(END BENT 1 SHOWN, END BENT 2 SIMILAR) SEAL
N
20125 GUARDRAIL ANCHORAGE
-,sti 6INEo ,,,,' DETAILS
,s;;,t G. 0N:es
-..., FOR METAL RAILS
DOCUMENT NOT CONSIDERED FINAL
ASSEMBLED BY : NO DATE : 11/18 UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
CHECKED BY : MGC DATE : 3/19 TGS ENGINEERS
804-C N. LAFAYETTE ST N0. BY: DATE: NO. BY: DATE: S-20
DRAWN BY : MAA 5/10 REV. 1/15 MAA/TMG SHELBY, NC 28150 4 TOTAL
CHECKED BY ; GM 5/10 REV. 12/17 MAA/THC PH [phone] SHEETS
REV. 5/18 MAA/THC CORP_ LICENSE NO.: C-0275 2 4 32
STD. NO. GRA3

38'-2" NOTES
20'-8" 17,_6„
-A MP—PI IMP
STIRRUPS IN CAP MAY BE SHIFTED AS
22'-11" (STAGE I) 15'-3" (STAGE II) NECESSARY TO CLEAR DOWELS.
7'—OI/8" THE CONCRETE IN THE SHADED AREA OF
► THE WING SHALL BE POURED AFTER THE
PARAPET IS CAST IF SLIP FORMING IS USED.
-L- N
FOR PILE SPLICE DETAILS, SEE SHEET 4 OF 4.
FOR WING DETAILS, SEE SHEET 3 OF 4.
SEE DETAIL "A"
1'-10" 1'-79/6"( 1/4" 1'-75/6"" (SHEET 4 OF 4)
r CONST. JT.
(TYP.) TYP.) I
w 120° -00'-00" c,
Lj o,
Ln a =
U
1 A 1 /`•., 1 1 1
: , /'�i �``` a'
CD I T •• • • • •-Al' • • • • •• • • • per
- • • i • • T rn
I
r
N / _J__ I__ / A
- I__ `.. �' 1- OW N
' J ----- -
L \O!, 1� r r \ _ �-).. -
,N �' '� F- .cn 1— w ��
e Jj' a0 6-` ES It W.P #1 2'-3" FILL FACE •
\
_ o v 1" EXP. JT. 1°
�o coo -
c� MAT'L. (TYP.) v N
(Ni
v O
O
f
p. f
O, O_
v - -
1 1 \
I
�2'-1015/16" 15'-01/8"" 15'-01/8" 2'-11%16"" ► TOP OF PILE
1 -°'i ELEVATIONS
,�yQ
0
7,_Q1/8„
PLAN
2293.84
WORKLINE © 2294.14
EL. 2298.28 A EL. 2296.53 B EL. 2299.61 CONST. JT. 0
2294.42
4 B1O ( 4 O CTS.
TOP OF WING TOP OF WING (TYP.)
(LEVEL) EL. 2296.45 2' -5" MIN. (4 REQ'D FOR STAGE II) (LEVEL) 0
.� 1- 44 B5 (a� 4'-0" CTS. SPLICE 2294.72
(6 REQ'D FOR STAGE I) NOTE: (TYP.) MECHANICAL SPLICE
P \���` FOR SHEAR KEY 1"-0"" � © 2295.01
DETAIL, SEE (MIN.) ( TYP.) MI4-49 B1 BARS SHEET 4 OF 4. 4-49 B6 BARS
UPOERRPRT 'EL.
• 2 (SEE SHEET 2 OF 4 (SEE SHEET 2 OF 4 EL. 2297.11
OF WINGS I 0.0348 SLOPE
FOR BAR LAYOUT) FOR BAR LAYOUT)
r _
/' /' ♦ / / / ; 1\ I /' / r ;` 3 A
'
' '
'
. ' 1
\ 1 '
POUR 41 rT\� . L) •,:_r r . , �• r .
CAP, LOWER I V I I I I ;; �/ . I 1 • I I • ' O z
I--I
PART OF WINGS & j 1���r ,' \ i �n
CONCRETE COLLARS 11 I 1 1 I I I ' I I I
. •CI I • 1 I •. . I I I
. ♦ . I I. .
I I l I I I I I I I I I '
1 ' • �I 1 I `i_j- --I-i' • I • ' I ., • I� • 1
/IIB4 CONST. JT. 4—#4 B9
(TYP. EA. PILE) (OVER PILES) EL. 2291.53 J� (OVER PILES) EL. 2292.11 PROJECT NO. 17BP. 14 .R.208
EL. 2290.78 8"/ i I
44 B7 (FILL FACE) ",
BOTTOM OF CAP #q B2 (FILL FACE)
4
8 BOTTOM OF CAP
& WING A #4 B3 (FRONT FACE) 2 -3 4 B8 (FRONT FACE)
& WING MACON COUNTY
#4 S1 & S2 3'-0" MIN. B 3" HIGH BEOA C BOLSTER
►
7" EMBEDMENT 7" 7" 7" 7" 7" 7" 7-" 4 Si & S2 STATION: 13 + 20.O0 - L -
„ - (TYP.)
11 SPA. (� 8" CTS. 11 SPA. (� 8" CTS. 1 7 SPA. Cagy 8" CTS. 1 11 SPA. (� 8" CTS. j .
SHEET 1 OF 4
3 SPA.
30-44 S1 & S2 BARS (STAGE I) CTS. 22-44 Si & S2 BARS (STAGE II) STATE OF NORTH CAROLINA
re' -
DEPARTMENT OF TRANSPORTATION
•
9/2 7 8/2 .o��-\N CAR01.,. RALEIGH
► ► ;`% ��F ESSIGNq /47#0.•
8'-6" 8'-6" 8'-6" 8'-6" •
e <
-A .-. .-. ► SEAL s
HP 12 X 53 STEEL PILES 20125 SUBSTRUCTURE
7',A'
`
o © © 0 © F °
,' � N '
'• 9 ��"
" N END BENT N o • 1
ELEVAT ION
WINGS NOT SHOWN FOR CLARITY. DOCUMENT NOT CONSIDERED FINAL
FOR SECTION A-A AND B-B, SEE SHEET 2 OF 4. UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY. TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S-21
DRAWN BY : NMW DATE : 11/18 SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL", SHEET 4 OF 4. 804—C N. LAFAYETTE ST
CHECKED BY : MGC DATE : 3/19 PH ELBY(704N476-0003 TOTAL
SHEETS
DESIGN ENGINEER OF RECORD : MGC DATE 3/19
CORP. LICENSE NO.: C-0275 2 4 32

1'-O" 11" 10"
.r. . . .1
1'-71/21' ( #6 D1 DOWEL
38'-2" FILL FACE 2" CL. 4-#4 B4 (� 4" CTS.
#g B1 ry
OVER PILES
22'-11" (STAGE I) _ 15'-3" (STAGE II) #4 B2 FILL FACE \#4 B3 FRONT FACE I 1
�_1'-0" MIN. #4 B5
#4 S3
-L-
FRONT FACEN CONST. JT. •
#9 B6 s`1 J -;-; ",
A o
a
#4 S1 a
a_
.. . V) c9
�� i i
N.. .
•
. . l9
FILL FACE #9 B1
#g B1 W.P. 1 MECHANICAL 2 CL. (TYP.) -. v V , ,
2'-3" SPLICE (TYP.) .8 • • 8--• ?\
#g B1
C HP 12 X 53
STEEL PILE 1 3" HIGH B.B.
49 "B " BARS - TOP & BOTTOM OF CAP 1'-411/2'' 1'-41/2„
►.
2'-9"
SECTION A - A
(CONCRETE COLLAR NOT SHOWN FOR CLARITY.
SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL.")
1'-0" 11" 10"
1'-7'/ ' c C #6 D1 DOWEL
FILL FACE 2" CL. 4-#4 B9 ( 4" CTS.
i-:/44OVER PILES
#9 B6 r
#4 B7 FILL FACE \ A
38'-2"
#4 B8 FRONT FACE
#4 B10 -
•
#4 S3
22'-11" (STAGE I) 15'-3" (STAGE ID , s
S . .......
1 • @ a o
40
E
4B4 •OVR PILES 2'-5" MIN. #4 Si • I • N
/ #4 B3 SPLICE1.1
# # ''`)
-L (TYP.) 4 B8 4 4 B9 I �o I
FRONT FACE OVER PILES ' i r N)
`. • • r
� . r
NI 0
•
•
7
, ,
/ 1
I ,
, ,
,.
-"I 1_—\ ‘--
C HP 12 X 53 —J " #9 B6.B.
_\_
,\/N
FILL FACE CONST. JT. STEEL PILE / 3" HIGH B
#4 B2 W.P. #1 #4 B7 i #9 B6 1
1'-411/2" 1'-411/2"
2'-3„
2'-g„
44 "B " BARS - FACES OF CAP AND OVER TOP OF PILES SECTION B - B
(CONCRETE COLLAR NOT SHOWN FOR CLARITY. 17BP. 14 .R.208
SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL.") PROJECT NO.
MACON COUNTY
STATION' 13 + 20.00 - L -
SHEET 2 OF 4
STATE OF NORTH CAROLINA
�.�0 CARD''• DEPARTMENT OF TRANSPORTATION
•.O� �m, RALEIGH
�'s ROF ESSIGjvq �9••.
Q < S
SEAL
SUBSTRUCTURE
20125
.„,„y, 6-NG 1 NEtY *,:e
END BENT No . 1
D E ILS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
DRAWN BY NMW DATE 11/18 804 TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S-22
—C N. LAFAYETTE ST
CHECKED BY : MGC DATE 3/19 H ELBY(704jSH , VC 476�00038150 1 TOTAL
SHEETS
DESIGN ENGINEER OF RECORD : MGC DATE 3/19
CORP_ LICENSE NO.: C-0275 2 4 32

1'-0"
2" CL.4. .2" CL.
'9-- :
r- 1
c"- rr)
-
c."- 1 i_ . .
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: 12 / ,
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Q.° ti ° /7 ///// `" ff/M/fffffffffff M A T L a
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� t =
#4 K1 FILL FACE a
• 9
FILL =-1 \_
CONST. JT.
iFACE co #n @
Q. �� #5 H1 #5 H2 C4/ . @ . u •
CV CV(7_;'1 / 2-' a (drI
v)
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2" CL° , I'
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r. N .._ __ ..._ _. N ii
-1"r- -I vil
(EA. FACE) (EA. FACE) �'.:
1 3" HIGH B.B.
2"-olio"" _ 12'o"" _ _ 12'-O" _
14 2'-01/4„ - I SECTION X — X
_ 1/4",N - 14'�Ol/a"" �N
a
0_ U FILL #4 V1
(n FACE
CO •
M
PLAN OF WING W1 PLAN OF WING W2 w w ' . .
U U
a a
LJ- LJ-
J Y A • •
J U
44 V1 BARS (EA. FACE) 3" 3" 44 V1 BARS (EA. FACE) CO
(SPACED AS SHOWN ABOVE) (SPACED AS SHOWN ABOVE) N M •
�/ +1 TOP OF WING TOP OF WING = = CONST. JT.
44 K1 (EA. FACE) ^ (LEVEL) (LEVEL) Y #4 K2 (EA. FACE) # #
if-)1 ,;� I / r+ - . a
+ CL U
(n
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60 41 I 1 b ; 11 I • •
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tt
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CONST. JT. ''� ''� CONST. JT. ; . l • •
CO I U U U I � � '
i - - a a s 1 A r
. - L_ L_ L` _ - . -1 I
. A J Y A .
u J U 3" HIGH B.B.
a i--H a
,1, m
I N ,� I SECTION Y - Y
_ _ _
Ln
@ # LC� 17BPo14 �Ro208
# I
Q I- Q i_ I # PROJECT NO.
• CL U - -1 CL U I C
D I (n (n I D
O ' Cr ' O MACON
L. L. COUNTY
H I I 13 + 20.00 — L —
STATION.
' SHEET 3 OF 4
. .
. .
. .
' ' STATE OF NORTH CAROLINA
I I
�.�`� CARD''•, DEPARTMENT OF TRANSPORTATION
• ; V V � I • ;•%%4 eVESSIGN J/I #4. RALEIGH
.. \.. . ./ . ./ �. e ,�
SEAL = SUBSTRUCTURE
20125
3" HIGH B.B. L÷BOTTOM OF WING /
"� Y BOTTOM OF WING '.s�(LEVEL) 9 FNCINE� ��� = END BENT No 1
(LEVEL) X C� 5'-0" CTS. 3 HIGH B.B. \cc,
n -' � "a0 . WING DETAILS
`v 5 0 C T S a ' 1j 1111111 1
ELEVATION OF WING W 1 ELEVATION OF WING W 2 DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S-23
DRAWN BY : NMW DATE : 11/18 WING DETAILS 804—C N. LAFAYETTE ST
SHCHECKED BY : MGC DATE 3/19 PH E(704)V476C �00038150 1 TOTAL
SHEETS
DESIGN ENGINEER OF RECORD : MGC DATE 3/19
CORP. LICENSE NO.: C-0275 2 4 32

BAR TYPES BILL OF MATERIAL - END BENT NO. 1
MINIMUM OF 3- ONE CUBIC BACK GOUGE STAGE I STAGE II
FOOT BAGS OF 478M STONE. 60o . (7- O DETAIL B HK
BAGS SHALL BE OF POROUSA BAR NO. SIZE TYPE LENGTH WEIGHT BAR NO. SIZE TYPE LENGTH WEIGHT
IIII
6" ( MIN.) PIPE FABRIC,SECURELY TIED. ____ B1 8 49 1 24'-8" 671 B6 8 49 1 15'-4" 417
FOR DRAINAGE II��. MI
�'-3 . 23'-5" d B1 B2 7 #4 STR 23'-9" 111 B7 7 #4 STR 16'-3" 76
�l A����� BACK GOUGE 1'-3" 14'-1" B6 B3 7 44 STR 24'-1V' 117 B8 7 44 STR 15'-0" 70
lu_I
II
DETAIL A -�� �
;� 450 B4 4 44 STR 24'-1" 64 B9 4 44 STR 15'-4" 41
�'►.
A . A B5 6 44 STR 2'-5" 10 B10 4 44 STR 2'-5" 6
DRAIN PILE VERTICAL PILE HORIZONTALI
GRADE TO V D1 11 46 STR 1'-6" 25 D1 7 46 STR 1'-6" 16
0 OR VERTICAL /, 1.41/2" 2'-5" 4V2"
0 0 10 •• •• H1 22 45 3 11 10 272 H2 11 45 2 12'-9" 146
O0
TOE OF SLOPE 0 0" TO ''/8" 60 � 00 '- " '- "'
�� -0 HK. ( ) HK. H3 11 45 2 12'-4" 141
BAGGED STONE AND PIPE SHALL BE PLACED IMMEDIATELY AFTER COMPLETION + 1 4 ` 4010
/ K1 8 44 STR 3'-5" 18
OF END BENT EXCAVATION. PIPE MAY BE EITHER CONCRETE, CORRUGATED — K2 8 44 STR 3'-7" 19
STEEL, CORRUGATED ALUMINUM ALLOY, OR CORRUGATED PLASTIC. PERFORATED
PIPE WILL NOT BE ALLOWED. Si 30 44 4 12'-5" 249
BAGGED STONE SHALL REMAIN IN PLACE UNTIL THE ENGINEER DIRECTS THAT o S2 30 #4 5 3'-2" 63 Si 22 #4 4 12'-5" 182
IT BE REMOVED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SILT 0" TO I/8" 2/-5" S3 18 44 6 6'-6" 78 S2 22 44 5 3'-2" 47
ACCUMULATIONS AT BAGGED STONE WHEN SO DIRECTED BY THE ENGINEER. DETAIL A o • o • S3 12 44 6 6'-6" 52
BAGS SHALL BE REMOVED AND REPLACED WHENEVER THE ENGINEER DETER- 1- V1 32 44 STR 7'-2" 153
MINES THAT THEY HAVE DETERIORATED AND LOST THEIR EFFECTIVENESS.
0 V1 33 44 STR 7'-2" 158
NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK AND THE ENTIRE DETAIL B
COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE A
BID FOR THE SEVERAL PAY ITEMS. POSITION OF PILE DURING WELDING. 4„
1 1'-3" LAP
PILE SPLICE DETAILS
0 h--TEMPORARY DRAINAGE AT END BENT & \c-,"
H2 12'-1" REINFORCING STEEL 1831 LBS. REINFORCING STEEL 1371 LBS.
wi .
SLAB COUNIT 1 2'-6" H1 11'-8" 6 CLASS A CONCRETE BREAKDOWN CLASS A CONCRETE BREAKDOWN
LOWER PART 10.6 C.Y.
46 D1 DOWELS POUR 41 4 CAP,
FWI LOWER PART
13.8 C.Y. POUR
WINGS COLLARS #1 OF CAP,
WINGS & COLLARS
1'-3" 1'-3" TO PROJECT
I
9" ABOVE CAP r- L11-8" 0 j
(TYP.) POUR 42 UPPER PART OF 1.4 C.Y. POUR 42 UPPER PART OF 1.4 C.Y.
WINGS
BEARING *
\ 1` 0 WINGS
v 4 TOTAL CLASS A CONCRETE 15.2 C.Y. TOTAL CLASS A CONCRETE 12.0 C.Y.
11'-2" . H1 HP 12 X 53 STEEL PILES HP 12 X 53 STEEL PILES
I - - \\— - - co
t I ALL BAR DIMENSIONS ARE OUT TO OUT. NO: 3 LIN. FT.= 120 NO: 2 LIN. FT.= 80
PILE DRIVING EQUIPMENT PILE DRIVING EQUIPMENT
, SETUP FOR SETUP FOR
HP 12 X 53 STEEL PILES HP 12 X 53 STEEL PILES
1/1 / •
NO: 3 EA. NO: 2 EA.
1 \ /
B 4-1 11" 11" 2'-9"
1„ X 8„ X 21-6„ - •
ELASTOMERIC BRG. 1'-10" 10'/2" 1'-0" 10'/2"
PAD (TYPE I) (TYP.) FILL FACE STAGE I STAGE II TOTAL QUANTITIES
DETAIL " A " REINFORCING STEEL 3202 LBS.
FT + 1 CLASS A CONCRETE BREAKDOWN 27.2 CY
II ll
II II • HP 12 X 53 STEEL PILES 5 EA. 200 LF.
II II ' PILE DRIVING EQUIPMENT
• 5 EA.
SETUP FOR
II I II 13/4" 71/2„ HP 12 X 53 STEEL PILES
II II N i_
II II 'v
I I _E
,, — ,, ,, I I I I 1
o SHEAR KEY o
_ _ I _ _ _ E 1_ Lo CONCRETE II II `•) \ r PROJECT NO. 17BP. 14 .R.208
A COLLAR II II BOTTOM OF CAP A
,•� I _ I \.' PILES & ,�• I II II BOTTOM OF CAP MACON COUNTY
CONCRETE COLLARS __- Q
I III ; N N STATION.
13 + 20.00 - L -
\- -1SHEET 4 OF 4
FILL FACE '
2'-0" 0 CONCRETE COLLAR
I. C HP 12 X 53
(TYP. EACH PILE) I STATENORTH A L NA
STEEL PILE4-1 SECTION B - B '' DEPARTMENT OF TRANSPORTATION
2 0 - ,�•��0-\FE H O J�.�� RALEIGH
• Quo ,v, qs
PLAN ELEVATION = SUBSTRUCTURE
SEAL s
20125
SHEAR KEY DETAIL '=;ems FNGINE� END BENT No0 1
CORROSION PROTECTION FOR STEEL PILES DETAIL "'••�9<< 0N�� '' DETAILS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
DRAWN BY NMW DATE 11/18 804 TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S-24
—C N. LAFAYETTE ST
CHECKED BY : MGC DATE : 3/19 H ELBY(704N476-0003 TOTAL
SHEETS
DESIGN ENGINEER OF RECORD : MGC DATE 3/19
CORP_ LICENSE NO.: C-0275 2 4 32

3"-57/8"" 15'-01/8” 15 OI'8"" 4"-77/8„ 1/-0" NOTES
(TYP.)
STIRRUPS IN CAP MAY BE SHIFTED AS
I NECESSARY TO CLEAR DOWELS.
THE CONCRETE IN THE SHADED AREA OF
THE WING SHALL BE POURED AFTER THE
VERTICAL CONCRETE BARRIER RAIL IS
A; CAST IF SLIP FORMING IS USED.
FOR PILE SPLICE DETAILS, SEE SHEET 4 OF 4.
-L-
o FOR WING DETAILS, SEE SHEET 3 OF 4.
;� o
g
120 ° -00'-00"
N N � Q � low o06J
°� r� 0,y �� W.P. #2 FILL FACE
o0 `; °°o
A jV- /..e****
A ' I A
V
-
I _ _ _ _ _ , A
,i --L- I • • i • - T1-• - • • I • -1 • • • • • 1- • • • • -1 - o c
- CV
‘ ,1 1" EXP. JT.
6: MAT'L (TYP.)
1'-10" 1 79/6" 1"-7516" I/4"
SEE DETAIL "A" (TYP.) (TYP.) .-.
(SHEET 4 OF 4)
4'-3"
21 -9 (STAGE I) 16 -5 (STAGE II)
17'-6" 20'-8"
► .. ►
9 23/6"" .ti. 38"_2" _ TOP OF PILE
ELEVATIONS
PLAN O 2293.15
\ B © 2293.45
WORKLINE
0 2293.75
CONST. JT. EL. 2297.56 A EL. 2295.90 44 B12 CO 4'-0" CTS. EL. 2298.96 •
(TYP.) TOP OF WING (4 REQ'D FOR STAGE II) o TOP OF WING 0 2294.05
(LEVEL) NOTE: 2 5 MIN. (LEVEL)
44 B12 4'-0" CTS. FOR SHEAR KEY SPLICE
(6 REQ'D FOR STAGE I) DETAIL, SEE ~
SHEET 4 OF 4. 1-_O"- ( TYP.) MECHANICAL SPLICE © 2294.35
r.r/ ( TYP.)
EL. 2295.06 EL. 2295.75 (TYP.)► # POUR #2
4-49 "B" BARSA 4- 9 B5 BARS EL. 2296.46 UPPER PART
(SEE SHEET 2 OF 4 (SEE SHEET 2 OF 4
FOR BAR LAYOUT) 0.0348 SLOPE FOR BAR LAYOUT) , OF WINGS
n A
: lar
3
C .
• •> • , - .. • • • ! • • • •
EN RE
PO 41
Ln m
Es I - I El w ME Ill \ CAP,LOWER
• I I ' ' jI ` - PART OF WINGS &
II • II • CONCRETE COLLARS
ISMI , I I , I ;� NM �=
6-44 S3 4-n4 B10 \\- CONST. JT. 4-44 B11 � PROJECT NO. 17BP°14 °R•208
(OVER PILES) (OVER PILES) 8"
EL. 2291.46
EL. 2298 Ill (TYP. EA. PILE) '- EL. 2290.90
BOTTOM OFF CAP 3" HIGH BEAM BOLSTER 44 B9 (FILL FACE) #4 B11 (EACH FACE) BOTTOM& WING CAP MACON
8"
COUNTY
& WING C� 5'-0" CTS. ►� 44 B8 (FRONT FACE) 4'-3�" 3/-0" MIN. �—
+ -
#4 S1 & S21-÷ L__
EMBEDMENT ' . ,, # # STATION: 13 20.00 - L
7„ 7 7 7 7 7 (TYP.) 7 4 S1 & 4 S2
- 4A _
SHEET 1 OF 4
11 SPA. C� 8" CTS. 11 SPA. (� 8" CTS. r4. SPA. Cad 8" 6 SPA. C� 8" CTS. L
11 SPA. (� 8" CTS.
CTS. STATE OF NORTH CAROLINA
31-44 Si & S2 BARS (STAGE I) 22-44 S1 & S2 BARS (STAGE II) •`•�N cARo''••. DEPARTMENT OF TRANSPORTATION
RALEIGH
7 -81�2 91�2
- . ♦:�� �OFESSIojv �/,9'•,
8'-6" 8'-6" 8'-6" 8'-6„ e
.-. ►-. ► SEAL -
20125
C HP 12 X 53 STEEL PILES - - - _ _ SUBSTRUCTURE
�?
s ENGINES
0 0 0 0 0 �9`•t.,G CN��.'' END BENT No . 2
O
ELEVATION
DOCUMENT NOT CONSIDERED FINAL
WINGS NOT SHOWN FOR CLARITY. UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
FOR SECTION A-A AND B-B, SEE SHEET 2 OF 4. TGs ENGINEERS NO. BY: DATE: NO. BY: DATE: S-25
DRAWN BY : NMW DATE : 11/18 CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY. ENGINEERS 804c IV. LAFAYETTE sT
SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL", SHEET 4 OF 4. SHELBY, NC 28150 TOTAL
CHECKED BY : MGC DATE 3/19 PH (704) 476-0003 SHEETS
DESIGN ENGINEER OF RECORD : MGC DATE : 3/19
CORP. LICENSE IVO.: C-0275 2 4 32

..1'-O" 11". . 10"
4 -3
1'-71/2" ( C 46 D1 DOWEL
FILL FACE 2" CL.
1 -04-44 B10 C� 4" CTS.
(TYP.) 9 B1 THRU B4 . rn OVER PILES
# 1-441S2A
/ 49 B4 W.P. 2 ."i 44 B9 FILL FACE \
4
CONST. JT. #q B8 FRONT FACE te ,,
FILL FACEc/\\\::\\\ i// #g B3 9 B5
I.
N.
#4 B12
, -•-
#4 S3
i • • s` ♦ r`
r- 1 .
zo
.___
FRONT FACE #4 S1#g B2 49 B5 \ .• -2-
v' �'
#9 B1 Lc) o
-L- MECHANICAL
-H SPLICE (TYP.) . • a i '
�'
2V-9" (STAGE I) 16'-5" (STAGE II) 49 B4 OR B7-. P. .111 -C-4:11 \ r `D
38'-2" 2" CL. (TYP.) . 8'; . 8'. 49 B1 OR B6
C HP 12 X 53
STEEL PILE 1 3" HIGH B.B.
9 "B " BARS - TOP OF CAP
. 1'-4'/2':_1'-4'/2"
2'-9"
4'-3" SECTION A - A
(CONCRETE COLLAR NOT SHOWN FOR CLARITY.
SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL.")
1'-0"
.1(TYPJ
#9 B4 #9 B7 W.P. 42 CONST. JT. #9 B5 ti 1,_0„ 11" 10„
FILL FACEc/\\\::\\\
�1
' 1'-71 " I 6 D1 DOWEL
? .01 Pito rti
/2
�' FILL FACE I � '
�� 2 CL.
'' 4-#4 B11 @ 4" CTS.
#g B5 , i441S::
OVER PILES
44 B11 EACH FACE \ i
FRONT FACE 49 B6 MECHANICAL #g B5 •- t--41-
#g B1 SPLICE (TYP.) /4( 4 i
-L- #4 B12
#4 S3
s�L.:-.--. ": ti A
21'-9" (STAGE I) 16'-5" (STAGE II) • 1r - 1 @ r
_. . . o
38'-2„ #4 S1 \ • I • 4 ill•
)
9 'B BARS BOTTOM OF CAP7
• r"
#9 B5 �.�
f _ r r r r
2" CL. (TYP.) 8" 8"
C HP 12 X 53 1 .
4'-3" STEEL PILE /
l 3" HIGH B.B.
1'-41/2" 1'-4I/2'►
4 #4 B10 2'-9"
OVER PILES 2'-5" MIN� . 1.
44 B9 W.P. #2 �SPLrIPCE #4 B11 4 #4 B11 i�
FILL FACE (T .) OVER PILES SECTION B - B
(CONCRETE COLLAR NOT SHOWN FOR CLARITY. PROJECT NO• 17BP• 14 •R•208
H c\\:\\\
'
r;
i, SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL.")
,
. \ �I
i. . 7
COUNTY
TAT 13 + 20.00 - L -
FRONT FACE / S ION•
\-- 44 B8 -L- #4 B11 SHEET 2 OF 4
STATE OF NORTH CAROLINA
21'-9" (STAGE I) 16'-5" (STAGE I I) DEPARTMENT OF TRANSPORTATION
• i ' �`0�-\\\ CARo ..7". RALEIGH
ss ROFESSIojv,q ,K,„.1••
38'-2" e < .
SEAL SUBSTRUCTURE
20125
_ 5 END BENT No . 2
44 "B" BARS - FACES OF CAP AND OVER TOP OF PILES .,�,/59`�NGIINECN�‹�,,e
G.,„„,.....
DETAILS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
DRAWN BY NMW DATE 11/18 804 TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S-26
—C N. LAFAYETTE ST
CHECKED BY : MGC DATE 3/lg H ELBY(704jSH , VC 476�00038150 1 TOTAL
SHEETS
DESIGN ENGINEER OF RECORD : MGC DATE 3/19
CORP_ LICENSE NO.: C-0275 2 4 32

2,_9„
1'-0"
1,_9„ 1'-0„ 2„ CL.�i 1. 2" CL.
1�p-- �- 1" EXP JT. �'� r 1
1" EXP JT. 9, MAT'L. A% , I— ' '
MAT'L.
vi
J ... a #4 V1
V 1 CL U
`C' A M co FILL FACE
A
z
, z 44 K3
U Q _
I U Lv Q li - - - - -
FILL 0 a • Li I
FACE Q Ca '-` 1 —10
Q FILL
J 44 K1 1 v) can w 44 K2 FACE _ \— CONST. JT.
N 45 H1 �'-�,° v #4 H3 J LI) Ln
v (-) I # Q V)
L #
0 '� Lo o-
� ��(i
�P
itiL IP .1] b
J @
�O
QP°PGA ) 0 L r ,i
(i #5 H27 �' �' .
N #4 V1 4) P
J
3" 11-#4 V1 C� 1'-0" CTS. (EA. FACE) QQ,. ���° 2" CL. u
8" `� �' 9-44 V1 C� 1' " CTS. (EACH FACE)
3" N •
- 1 ri. ,
a
12'_O„ 2,_3�6 �, 1'-9" 10^'-0„ 3" HIGH B.B.
or
14'-37 11'-9„ SECTION X - X
....
PLAN OF WING W1 PLAN OF WING W2 1'-0"2" CL ft21' CL.
1r 1
_ 4 0
3" 44 V1 BARS (EACH FACE) (SPACED AS SHOWN ABOVE) •
• 44 V1 BARS (EACH FACE) (SPACED AS SHOWN ABOVE) 3"
N
C FILL #
TOP OF WING #4 K1 44 K3 (FILL FACE) Y TOP OF WING N ; FACE 4 V1
X 44 K2 (FRONT FACE) r÷ ;�, '
'�' (LEVEL) (LEVEL) "�
V
A
- T0 r U
I r - -/4 4 '
Q
Co ' aoc.i CO ' @ _ A '
N •
. - , # # ' ' Q (/) U
.,i . Li.l
.
in 00 CONST. JT. co ct co
CONST. JT. r ) °° = CONST. JT.
. ao Co ; ` v @
w .--V
o_ U
w U - - - - � - - - - w ,� N .
i A . _
C..) Q - - . C..) O1
Li I I Li
I- . .
J z I I _
_iO . . U
FH ' ' Q
Lv Li_ . I
N
I I M
N I- _
I-- . .
_
U . _ _ . U
_
# in # u ' v
# . . a7 #
@ ; ix . @
.
O. 0_ 0_ a -.1 r
a
._ .
N . . N 3" HIGH B.B.
. . o. . . �
.
SECTION Y - Y
. .
. .
. .
. , .
, .
./N. ./. ' ./ " .zN" PROJECT NO. 17BP. 14 .R.208
X BOTTOM OF WING BOTTOM OF WING 3" HIGH B.B. MACON COUNTY
Y CZ 5 -o CTS.
3" HIGH B.B. (LEVEL) (LEVEL) STATION. 13 + 20.O0 — L —
Cz 5'-0" CTS.
4
ELEVATION OF WING W1 ELEVATION OF WING W2 SHEET 3 OF
STATE OF NORTH CAROLINA
�.�•`� 1CARD''•• DEPARTMENT OF TRANSPORTATION
WING DETAILS .•o� ,l•••. RALEIGH
,e ROF ESSIGjkq ///,9'••
.
SEAL = SUBSTRUCTURE
20125
s
"t �' END BENT No 2
Z•�s FNGINE� �° •`,
WING DETAILS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S-27
804-C N. LAFAYETTE ST
SHELBY, NC 28150 1 3 TOTAL
PH [phone] SHEETS
DRAWN BY : NMW DATE
CHECKED BY MGC DATE 3/19 CORP_ LICENSE NO.: C-0275 2 4 32
DESIGN ENGINEER OF RECORD : MGC DATE : 3/19

BAR TYPES BILL OF MATERIAL - END BENT NO. 2
MINIMUM OF 3- ONE CUBIC STAGE I STAGE II
FOOT BAGS OF #78M STONE. , A
BAGS SHALL BE OF POROUS 0N Y BAR NO. SIZE TYPE LENGTH WEIGHT BAR NO. SIZE TYPE LENGTH WEIGHT
FABRIC,SECURELY TIED. BACK GOUGE HK. C Q = - �-
6 9 1 23 10 162 B5 8 9 1 16 5 447
FOR DRAINAGE 60° I r\ B2 1 319 1 24'-6" 83 B11 18 3'4 STR 16'-2" 194
Ill �'-3'� 22'-7" B1 B3 1 #9 1 25'-3" 86 B12 4 #4 STR 2'-5" 6
lu_I 1'-3'�A23'-3"24 ! B2B4 2 #9 1 25'-9" 175
�� /Malik BACK GOUGEnitN- 4 B6 1 #9 1 24 -2 82 D1 7 #6 STR 1 -6 16
, „ iIIDETAIL A --- .1-3"►. - ► B3 Q B7 1 #9 1 25'-5" 86
A GRADE TO DRAIN 45° A a
1'-3" 24'-6" B4 B8 7 134 STR 24'-3" 113 H3 22 #4 3 10'-4" 152
PILE HORIZONTAL
TOE OF SLOPE PILE VERTICAL �'-3'�� 15'-2" B5 B9 7 #4 STR 26;_1„ 122
° OR VERTICAL 1-
„ L2,_5„ B1O 4 4 STR 24'-9" 66
o° 3 22 11 B6 B12 6 #4 STR 2'-5" 10 K2 4 #4 STR 4'-10" 13
BAGGED STONE AND PIPE SHALL BE PLACED IMMEDIATELY AFTER COMPLETION 0 0" TO ° +10° „ - „ K3 4 #4 STR 5'-1" 14
OF END BENT EXCAVATION. PIPE MAY BE EITHER CONCRETE, CORRUGATED ° /8 60 _0° . -3 � 24 -2 B7
STEEL, CORRUGATED ALUMINUM ALLOY, OR CORRUGATED PLASTIC. PERFORATED a D1 11 #6 STR 1'-6" 25
PIPE WILL NOT BE ALLOWED. S1 22 134 4 12'-5" 182
1
-H BAGGED STONE SHALL REMAIN IN PLACE UNTIL THE ENGINEER DIRECTS THAT 4 ►• ►•
IT BE REMOVED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SILT11111 lr& 5�/8" V2" 2'-5" 41/2" H1 11 135 2 12'-11"
H2 11 # 148 S2 22 44 5 3'-2" 475 2 12'-5" 142 S3 12 #4 6 6'-6" 52
ACCUMULATIONS AT BAGGED STONE WHEN SO DIRECTED BY THE ENGINEER. o 0HK. HK.
BAGS SHALL BE REMOVED AND REPLACED WHENEVER THE ENGINEER DETER- 144—
0" TO �/8-- ( 0 , K1 8 134 STR 4'-2" 22 V1 32 44 STR 7'-2" 153
MINES THAT THEY HAVE DETERIORATED AND LOST THEIR EFFECTIVENESS.
NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK AND THE ENTIRE
DETAIL A0
`�' Si 31 #4 4 12'-5" 257
COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE o H1 12'-3" S2 31 134 5 3'-2" 66
BID FOR THE SEVERAL PAY ITEMS. wi S3 18 #4 6 6'-6" 78
A DETAIL B H2 11'-9" 11-3" LAP
POSITION OF PILE DURING WELDING. V1 35 134 STR 7'-2" 168
TEMPORARY DRAINAGE AT END BENT PILE SPLICE DETAILS
REINFORCING STEEL 1891LBS11-10" : 0 . REINFORCING STEEL 1276 LBS.
FILL FACE °O. 6 k -.-)
CLASS A CONCRETE BREAKDOWN CLASS A CONCRETE BREAKDOWN
11" 11" 1 X 8 X 2 -6 -
' ELASTOMERIC BRG. POUR #1 CAP, LOWER PART 14.3 C.Y. POUR #1 CAP, LOWER PART 10.4 C.Y.
PAD (TYPE I) (TYP.) 9 -8 H3 OF WINGS & COLLARS OF WINGS & COLLARS
• L 1'-8„ 0
/ \
POUR 132 UPPER PART OF• 7 A
WINGS 1.5 C.Y. POUR #2 UPPER PART OF
WINGS 1.3 C.Y.
\ '� ALL BAR DIMENSIONS ARE OUT TO OUT. TOTAL CLASS A CONCRETE 15.8 C.Y. TOTAL CLASS A CONCRETE 11.7 C.Y.
- ♦ HP 12 X 53 STEEL PILES HP 12 X 53 STEEL PILES
oo
- - - - NO: 3 LIN. FT.= 180 NO: 2 LIN. FT.= 120
, t \
PILE DRIVING EQUIPMENT PILE DRIVING EQUIPMENT
SETUP FOR SETUP FOR
HP 12 X 53 STEEL PILES HP 12 X 53 STEEL PILES
C BEARING
1 3 1 3
136 D1 DOWELS1: 1.1 ..
2'-6"
TO PROJECT B47 2,_g„
9" ABOYP.)CAP \ / - - TOTAL QUANTITIES
I. CORED
SLAB UNIT STAGE I STAGE II 101/2" 1'-0" 10�/2" .- REINFORCING STEEL 3167 LBS.
DETAIL " A " -- ,,..1.., --
r + 1 I CLASS A CONCRETE BREAKDOWN 27.5 CY
II II
II II HP 12 X 53 STEEL PILES 5 EA. 300 LF.
DRIVING EQUIPMENT
FILL FACE II II PILE SETUP FOR 5 EA.
II II HP 12 X 53 STEEL PILES
1/4" : 0_ 7'/2"
II II >-
,N II II
—• •
• •
• _
: �� 11 11 o SHEAR KEY o
_ 4___ _� _ _ �_ Lo
CONCRETE II II N � � PROJECT NO. 17BPo14 .Ro2O8
- - I
I COLLAR 11 BOTTOM OF CAP` % ` '� 11
�� - PILES & �•� - - ; H H s) : MACON
CONCRETE COLLARS -_- 7 COUNTY
H II BOTTOM OF CAP STATION' 13 + 20.00 - L -
c d ,
0
N N
SHEET 4 OF 4
2'-0" 0 CONCRETE COLLAR (,� 1
• (TYP. EACH PILE) `L HP 12 X 53 STATE OF NORTH CAROLINA
- ��..``� CAR,,,''•STEEL PILE DEPARTMENT OF TRANSPORTATION
2' 0„ •` ,�� FESSIG �j,���• RALEIGH
• B SECTION B — B � e�° "9` q
PLAN ELEVATION SEAL s
SUBSTRUCTURE
20125
= END BENT No0 2
�•,9s FNGINEB �° $
CORROSION PROTECTION FOR STEEL PILES DETAIL SHEAR KEY DETAIL '''/x9<<.,G„�N��''." DETAILS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
DRAWN BY NMW DATE 11/18 804 TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S-28
—C N. LAFAYETTE ST
SH , 8150 1 3
CHECKED BY : MGC DATE : 3/19 H ELBY(704)VC 476-0003 TOTAL
SHEETS
DESIGN ENGINEER OF RECORD : MGC DATE 3/19
CORP. LICENSE NO.: C-0275 2 4 32

5'-0"
♦A oo I DI]
00o 0000 00
°.0 Oo� 0
CV
� o
0 31 A•ti EL. 2292.44 c 'I "'
0
00o ti 1 y l 8
ob 0• 0° 1'-0" MIN. EARTH BERM $° \' 1 N
'AIIP
q�r 000
SHOULDER LINE
SHOULDER LINE o7 NORMAL TO CAP
•
.`'' 617. EL. 2293.11 �'�' $ •.1
D � •' D
� / �` 1 0 0 .
' ♦ $ 8° 8 :7 /
ESTIMATED QUANTITIES
8
0.
$ FRONT BRIDGE 0
(� RIP RAP GEOTEXTILE
SLOPE LINE ► STA. 13+20.00-L- �2-�p-SS II
THICK) FOR DRAINAGE
FRONT $°
SLOPE LINE o o TONS SQUARE YARDS
$; ° EL. 2292.001 • iff/
•
/ i 4
/ : :• END BENT 195 105
66 1 / END BENT 2 95 105
C ' EL. 2293.0 �° 1 /A". • o END BENT 1 STREAM BANK 40 45
Ii iii ,'• EL. 2293.11 $ $ EL. 2292.44 / —�'
tb./
SHOULDER LINE—if
INE /
Milik ---1..
� 1 •66 o * END BENT 2 STREAM BANK 50 55
V ..• •• • 8
BANK STABILIZATION QUANTITIES ARE INCLUDED WITH
• Jam' $° Si �• 1'-0" MIN. EARTH BERM
END BENT QUANTITIES IN TOTAL BILL OF MATERIAL.
EL. 2298.4 ; 7..
40 : $° 8 NORMAL TO CAP o SHOULDER LINE
6 0 Z9 o '\. Am
. Q CIA.
0
4 `• 0 \
EL. 2298.4
L*C
a 0
Oo .�
L9,_O„
Oo cv •
C, O o
O ,o
4y
SHOULDER 4 4
END BENT 1 END BENT 2
PLAN SLOPE 2 e 1
-
.
• 4. GROUND LINE
GEOTEXTILE
0
.. Lc z
•
(1, •: 1 r-i
. . iY7
m
1'-7" MIN. BERM ' v
NORMAL TO CAP
EL. 2293.11 ( EB1 A4y SECTION D — D
L_-- EL. 2292.44 (a� EB2 �F,q
EL. 2293.0 (� EB1 SHOULDER ,o
4y
r-, : GROUND LINE EL. 2292.0 CO EB2
q'9F
1 �� EL. 2298.4 4
_:_ : •*. SLOPE 11/2: 1 '•���•� SLOPE 11/2e 1
PROJECT NO. 17BPo14 .Ro2O8
—•�•�•�
2 0 4, ._ GROUND LINE .4, •�, SLOPE 2 : 1 COUNTY
1 0 MIN. EARTH BERM STREAM BED •
. ,11%, . STATION: 13 + 20�O0 - L -
NORMAL TO CAP �� `� zo • .. GROUND LINE
H •�`L ••0. M .•^• GEOTEXTILE
GEOTEXTILEGEOTEXTILE �:, � H STATE OF NORTH CAROLINA
�,.M ,��.�`� CARD''•,• DEPARTMENT OF TRANSPORTATION
C •„ RALEIGH
SECTION ;•4)evESSIGN�J�I/9�'.
1.BERM RIP RAPPED SECTION B —B SECTION C —C SEAL
. STANDARD
20125
‘•q'ps' FNG I NE B �° •`?
RIP RAP DETAILS
DOCUMENT NOT CONSIDERED FINAL
ASSEMBLED BY : NMW DATE : 12/18 UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
CHECKED BY : MGC DATE : 3/19 TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S-29
804-C N. LAFAYETTE ST
DRAWN BY : REK 1/84 REV. 5/I/06R TLA/GM SHELBY, NC 28150 1 3 TOTAL
CHECKED BY : RDU 1/84 REV. 10/21/II MAA/GM PH [phone] 432
SHEETS
CORP_ LICENSE NO.: C-0275 a

BILL OF MATERIAL
APPROACH SLAB AT EB * 1 APPROACH SLAB AT EB *2
#5 B6 (TOP OF SLAB) OR STAGE I STAGE I
#6 B11 (BOTT. OF SLAB) BAR NO. SIZE TYPE LENGTH I WEIGHT BAR NO. SIZE TYPE LENGTH WEIGHT
#5 B5 (TOP OF SLAB) OR * Al 13 #4 STR 18'-8" 162 * Al 26 #4 STR 12'-0" 208
#5 B7 (TOP OF SLAB) OR #6 B10 (BOTT. OF SLAB) A2 13 #4 STR 18'-5" 160 A2 26 #4 STR 11'-9" 204
#6 B12 (BOTT. OF SLAB)
(FIELD BEND)
m m 1.-39/6" " * B1 29 #5 STR 11'-1" 335 * B1 29 #5 STR 11'-1" 335
cc w
_��� B2 29 #6 STR 11'-7" 505 B2 29 #6 STR 11'-7" 505
U U
N //// B3 1 #5 STR 5'-10" 6
aoV cam' °0V 1 ` REINFORCING STEEL LBS. 665 * 64 1 #5 STR 4'-1" 4
* EPDXY COATED * B5 1 :55 SIR 2'-9" 3• m o (BOTT?OF ,•• • m �I N REINFORCING STEEL LBS. 497 g61 STR 2'-2" 2
a "' -- SLAB) • a ; * B7 1 #5 STR 13'-6" 14
m -' ' m -' / #5 B4 (TOP OF SLAB) OR
�, �, CLASS AA CONCRETE C. Y. 8.1 B8 1 #6 STR 5'-10" 9
a , a #4A1 OR #6 B9 (BOTT. OF SLAB)
•
v, 0 #4A1 ;' v' 0 #4A2 i #5 B3 (TOP OF SLAB) OR �� APPROACH SLAB AT EB 41 B9 1 #6 STR 4'-1" 6
,y (TOP OF , ,l (2-BAR RUN) ,• # 6-- g #
0 SLAB) , 0 , 6 B8 (BOTT. OF SLAB) BF 0
STAGE II B10 1 6 STR 2 9 4
~L.0 0_ 0 / 12'-0" % ~ 0_ 0 ,# 12'-0" �e4 v '� BAR NO. SIZE TYPE LENGTH WEIGHT B11 1 #6 STR 2'-2" 3
0 o /�j � • #4A1 OR ,�, o ; - 1 #4A2 , in A3 13 #4 STR 12'-10" 111 B12 1 #6 STR 13'-6" 20
- 11-#4A1 O l'-0"CTS. • #4A2 °° 11-#4A1 CO1'-0" CTS. (BOTT. OF #
M (A . A .
A4 13 4 STR 12'-10" 111
0 1- vi 1'-3" /// (TOP OF SLAB) _ 9" i v' 1- vi 9" _ (TOP OF SLAB) (2-BAR RUN) _ 1'-3" SLAB)
REINFORCING STEEL LBS. 751
in - C 11-#4A2 a( 1'-0" CTS. • Ln U I- 11-#4A2 C)a l'-0"CTS. (2-BAR RUN)
`° 3 L. (BOTTOM OF SLAB) 3-� Ii° 3" (BOTTOM OF SLAB) (2-BAR RUN) 3" #4A1 * B1 23 #5 STR 11'-1" 266 * EPDXY COATED
REINFORCING STEEL LBS. 572
} @ @ 9" , >- @ @ • 9-- (TOP OF B2 23 #6 STR 11'-7" 400
a m N BEGIN - ; a m N ; SLAB)
o m APPROACH SLAB . o a m ; (2-BAR RUN) CLASS AA CONCRETE C. Y. 8.5
a 1 LC) PT 12+84.64-L- • a 1 LC •
) REINFORCING STEEL LBS. 511
0 N _ 0 N �, * EPDXY COATED APPROACH SLAB AT EB 42
01 .4 N / ♦ -L O - N •
�� •1REINFORCING STEEL LBS. 377 STAGE II
N J ` j ' N J N TAN EXT. Zr, BAR NO. SIZE TYPE LENGTH WEIGHT
(� 1 I _ c� . Wil CLASS AA CONCRETE C. Y. 6.4 #4 T '- "_, c� A3 8 STR 12 10 69
io- Am A i �' END "' * A4 1 #4 STR 13'-9" 9
a 'N i1 CONST. JT. ' a Ni CONST. JT.m N N 120 (T00.) 00 Cr a NN /// # * A5 1 #4 STR 14'-11" 10
�' (A 11-#4A3 C� 1'-0"CTS. "' 0 ,1 #4A10R PC 13+49.11-L- * A6 1 #4 STR 16'-4" 11
`" 0 1'-3" (TOP OF SLAB) _ . 9" `" 0 •
0 11-#4A4 C)a 1'-0" CTS. 08-#4A3 ae 1'-0" CTS. 1'-O" -- #4A8 * A7 1 #4 STR 17'-5" 12
'-' o 0 9" (TOP OF SLAB) _ 1 3 A8 1 #4 STR 17'-0" 11
H (BOTTOM OF SLAB) . H (BOTT. OF
r . M F- 8-#4A9 CO 1'-0„CTS.
;�, 0 1— 00 ~ 6-, 9 ' N 0 0 ~ (BOTTOM OF SLAB) _ 3' #4A7 SLAB) A9 8 #4 STR 12'-10" 69
3"
a " m BF FILL FACE i .— a '" m f (TOP OF A10 1 #4 STR 13'-9" 9
N 0 I- •vi �F� / (� END BENT 1 ; 0 I- v; •i SLAB) , # - --
, # , Q All 1 4 STR 14 -11 10
(i "4A4 , 4A3 OR U ,
in U (BOTT. •i #4A4 U i 'Q Al2 1 #4 STR 16'-4" 11
SLAB)
'� LICE LENGTHS
@ # i @ `° i FILL FACE COC)a `;' io
@ 4A3 @ #5 B13 (TOP OF SLAB) OR r~
•� END BENT 2 BAR EPDXY * B1 23 #5 STR 11'-1" 266
m �, (TOP OF N •; #6 620 (BOTT. SLAB)
# 00 SLAB) r* I # m I # # B2 23 #6 STR 11'-7" 400
c.o N , 'n L-o , 4A3 OR ) / 5 B14 (TOP OF SLAB) OR SIZE COATED UNCOATED
N tt i _ N # I #4A9 / #6 B21 (BOTT. OF SLAB) '4 /_ "� '_ �� * B13 1 #5 STR 6'-9" 7
11 72 0 1 9
N- , // #5 B15 (TOP OF SLAB) OR # * B14 1 #5 STR 5'-2" 5
/ 6 B22 (BOTT. OF SLAB) 5 2'-6" 2' -2"
* B15 1 #5 STR 4'-O" 4
co co
7Nr-
/
cc r // # / // # . "
N N �� 6 3 - 10 2' - 7" * B16 1 5 STR 3 -5 4
C-' (--' 1'-39/16 0 : * B17 1 #5 STR 2'-6" 3
°O 0O . I } * B18 1 #5 STR 2'-0" 2
#5 B19 (TOP OF SLAB) OR ;4�/ izo
#6 B26 (BOTT. OF SLAB) No ,V * B19 1 #5 STR 10'-4" 11
(FIELD BEND) B20 1 "6 STR 7'-3" 11
#5 B16 (TOP OF SLAB) OR B21 1 #6 STR 5'-8" 9
#6 B23 (BOTT. OF SLAB) ** #4 A4 THRUA6 ( 1 -0" CTS.
PLAN Cad # (TOP END BENT 1 #5 B17 (TOP OF SLAB) OR OF
SLAB) B22 1 #6 STR 4'-6" 7
#6 B24 (BOTT. OF SLAB) #5 B18 (TOP OF SLAB) OR #4 A10 THRU Al2 ( l'-0"CTS. B23 1 6 STR 3'-5" 5
#6 B25 (BOTT. OF SLAB) (BOTTOM OF SLAB) B24 1 #6 STR 2'-6" 4
B25 1 #6 STR 2'-0" 3
PLAN Cad END BENT # 2 B26 1 "6 STR 10'-4" 16
8"
5'/4" CONTINUOUS -1 REINFORCING STEEL LBS. 565
PROPOSED HIGH CHAIR UPPER (CHCU) I * EPDXY COATED
ASPHALT CO 3'-0"CTS. ACROSS SLAB REINFORCING STEEL LBS. 413
PAVEMENT
12'-l'/4" ALONG CHORD) iur
6„ N H #5B1 #4 "A" CLASS AA CONCRETE C. Y. 7.6
x x x x ♦ � � � x x x x x x k x x x x x � � � x x x x x x � x x x x x x \MINA A
6%" 11 SPA. ( 1'_O„CTS. .65/8„
CORED SECTION N-N
14--- -I I• .� - - 7 SLAB I
_,' t�1'_1'/2 FILL FACE C� . . . . . , . . .
ROADWAY J END BENT 42 END OF
#4 "A" t2 : 1 SLOPE & END OF ' ,� • ' , ' APPROACH SLAB CURB DETAILS
#662 1'/2"BACKER ROD ti M ti ` v
PROJECT NO. 17BP. 14 .R.208
_ v (.0 ti co 0o co ao r--
APPROVED WIRE BAR I SELECT 2 LAYERS OF 30 LB.
SUPPORTS e 3'-0"CTS. MATERIAL ROOFING FELT TO MACON
(CLASS V PREVENT BOND ARC OFFSETS — LEFT SIDE COUNTY
OR CLASS VI) ,/
APPROXIMATE STAT ION: 13 + 20.O0 - L -
1: 1 SLOPE
(TO BE DETERMINED SHEET 1 OF 2
BY THE CONTRACTOR) GEOTEXTILE Co H ',� '
.� to \ ti g ti a
O O O 0 .� STATE OF NORTH CAROLINA
t NORMAL TO END BENT 4" 0 PERFORATED o =
,`•.�;•�::,,.,., , ,,1\0, .8811,,•., DEPARTMENT OF TRANSPORTATION
N . � . � . N ,,�,0��`\ CARDS7.��i� RALEIGH
SCHEDULE 40 ' t•i�.'-��.1:--t:•. �
PVC PIPE ..... �t•Z.�;. :z;: '
'`'......<:,��•` FILL FACE @ •
_ :�� �OF ESSI�j�q �.SI'••
END BENT 42 • • i • • • • • N e < BRIDGE APPROACH SLAB
& END OF APPROACH SLAB SEAL s
CURVE 20125 •= FOR PRESTRESSED CONCRETE
3'-0" 6'/8" 8 SPA. ( l'-0" 6'/8"
11;f4 FNGINE� ��,••'' CORED SLAB UNIT
SECTION THRU SLAB __ 9'-0'/4"(ALONG CHORD) ''•9<< �• ��; '''
4.Iisa1 (SUB - REGIONAL TIER)
(TYPE II - MODIFIED APPROACH FILL) 120 ° SKEW
ARC OFFSETS — RIGHT SIDE - DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
ASSEMBLED BY : NMW DATE : 12/18
CHECKED BY : MGC DATE : 3/19 TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: S-30
804—C N. LAFAYETTE ST
DRAWN BY : SHS/MAA 5-09 REV. 12-17 MAA/THC H E(704 N476C �0003 TOTAL
CHECKED BY : BCH 5-09 SHEETS
CORP. LICENSE NO.: C-0275 2 4 32

NOTES
FOR BRIDGE APPROACH FILL INCLUDING GEOTEXTILE, 4" Qj DRAINAGE PIPE.
AND SELECT MATERIAL BACKFILL, SEE ROADWAY PLANS.
GEOTEXTILE SHALL BE TYPE 1 IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS SECTION 1056.
SELECT MATERIAL BACKFILL (CLASS V OR CLASS VI) SHALL BE IN
ACCORDANCE WITH STANDARD SPECIFICATIONS SECTION 1016.
iml SELECT MATERIAL BACKFILL IS TO BE CONTINUOUS ALONG FILL FACE OF
ELBOW BACKWALL FROM OUTSIDE EDGE TO OUTSIDE EDGE OF APPROACH SLAB.
FORCLASEROS SIONONE _
CONTROLr' ' �� SLRAIN TEMPORARYP
oFOR THE 4" Q'DRAINAGE PIPE OUTLET(S), SEE ROADWAY STANDARD DRAWINGS.
D
q-_0-- AREA BETWEEN THE INGWALL AND APPROACH SLAB SHALL BE GRADED TO
TEMP. SLOPE DRAIN �4
2'-O'°MIN. 1'-0" ELBOW DRAIN THE WATER A AY FROM THE FILL FACE OF THE BRIDGE AND SHALL
I
BE PAVED. SEE ROAD AY PLANS.
EARTH �IN�I FUTURE `- APPROACH SLAB GROOVING IS NOT REQUIRED.
DITCH _ �SHOULDER
BLOCK ' ' TOE OF FILL
' ' CLASS "B"STONE
APPROACH FOR EROSION CONTROL
SLAB SECTION R-R
Z
ZNy z H H
-co N--s/ N, — 3RSON RESISTANT
At e GRQOEPS.PE 12"MIN. I MATERIAL OVERPIPE
/l0 04_.]
�� N` EARTH DITCH BLOCK
FLO
END OF LINEEROSION RESISTANT MATERIAL _i_i_V. -
�I
APPROACH I SLAB .I1'-6"MIN.
F
NOTE: IMMETHE COIATELY NTRACTOR ACTOR AFTER THE
EPROVIDE CONSTRUCTION
TEMPORARY THE
BERMAPPROACH
SLAB,
AND SLOPE
DRAIN. CONTRACTOR SHALL GRADE TO PIPE INLET
AND PROVIDE EROSION RESISTANT MATERIAL AS SHOWN. THE 4'-0" MIN.
EROSION RESISTANT MATERIAL SHALL BE EITHER 1) ASPHALT FILL SLOPE
PLANT MIX, TYPE 1 OR TYPE 2. MIN. 2"DEPTH, 2) EROSION CONTROL
MAT, OR 3) CONCRETE, AS DIRECTED BY THE ENGINEER.
THE SLOPE DRAIN SHALL CONSIST OF A NON-PERFORATED SECTION S-S
TEMPORARY DRAINAGE PIPE. 12 INCHES IN DIAMETER.
PLAN VIEW
TEMPORARY BERM AND SLOPE DRAIN DETAILS
(TO BE USED WHEN SHOULDER BERM GUTTER IS REQUIRED)
BRIDGE DECK O�P�OQ�'
Ei c p0
I . -\0
III x L
F\0 CAP FLOW RLINE
ONLY
4TERIALWITH
EROSION RESISTANT
EXCAVATIONBACKFILL
HOLE
NOTE: IF THE APPROACH SLAB IS NOT CONSTRUCTED IMMEDIATELY
AFTER THE BACKFILLING OF THE END BENT EXCAVATION,
GRADE TO DRAIN TO THE BOTTOM OF THE SLOPE AND PROVIDE
EROSION RESISTANT MATERIAL, SUCH AS FIBERGLASS ROVING
OR AS DIRECTED BY THE ENGINEER TO PREVENT SOIL EROSION
AND TO PROTECT THE AREA ADJACENT TO THE STRUCTURE.
THE CONTRACTOR WILL BE REQUIRED TO REMOVE THESE
MATERIALS PRIOR TO CONSTRUCTION OF THE APPROACH SLAB.
TEMPORARY DRAINAGE DETAIL PROJECT NO. 17BPo1LLRo208
MACON COUNTY
STATION: 3 + 20.00 — L —
SHEET 2 OF 2
STATE OF NORTH CAROLINA
•••unn••,, DEPARTMENT OF TRANSPORTATION
�s* C ARQ j�,,� RAL E I GH
zes$ �pVESSIG/ 1/,9•.�
.
Q .
SEAL =_ BRIDGE APPROACH SLAB
20125
s FNGINE� =' DETAILS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: 5-31
804—C N. LAFAYETTE ST
DRAWN BY ; NMW DATE 12/18 8150
H E(704jV476C �0003 TOTAL
SHEETS
CHECKED BY : MGC DATE : 3/19 CORP. LICENSE NO.: C-0275 2 4 32

STANDARD NOTES
DESIGN DATA: ALLOWANCE FOR DEAD LOAD DEFLECTION9SETTLEMENT9 HANDRAILS AND POSTS:
SPECIFICATIONS A.A.S.H.T.O. (CURRENT) E T C o I N CASTING SUPERSTRUCTURES : METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL
RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN
LIVE LOAD SEE PLANS BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS. ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM
SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE. RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB.
IMPACT ALLOWANCE SEE A.A.S.H.T.O. ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE
DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE.
STRESS IN EXTREME FIBER OF ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE
GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILL
STRUCTURAL STEEL - AASHTO M270 GRADE 36 - 20,000 LBS. PER SQ. IN. FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS.
UP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED
- AASHTO M270 GRADE 50W - 27,000 LBS. PER SQ. IN. BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE SPECIAL NOTES:
+- ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH
- AASHTO M270 GRADE 50 - 27,000 LBS. PER SQ. IN. BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED
TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALL
REINFORCING STEEL IN TENSION ACTUAL BEAM CAMBER. GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN
IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE
GRADE 60 - - 24,000 LBS. PER SQ. IN. ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK, SPECIFICATIONS ARTICLE 105-4.
AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE
CONCRETE IN COMPRESSION 1,200 LBS. PER SQ. IN. ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES
SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND
CONCRETE IN SHEAR SEE A.A.S.H.T.O. CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.
DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE
STRUCTURAL TIMBER - TREATED OR AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL
BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE
UNTREATED - EXTREME FIBER STRESS 1,800 LBS. PER SO. IN. FALSEWORK OR FORMS IS STARTED.
COMPRESSION PERPENDICULAR TO GRAIN REINFORCING STEEL :
OF TIMBER - - - - 375 LBS. PER SO. IN.
EQUIVALENT FLUID PRESSURE OF EARTH 30 LBS. PER CU. FT. ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
(MINIMUM) PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED
IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT
TO OUT AS INDICATED ON PLANS.
MATERIAL AND WORKMANSHIP: WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE
INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS
LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL BE LAPPED TO LOCK LEGS ON ADJOINING PIECES.
PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
THE 2018 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" OF THE
N. C. DEPARTMENT OF TRANSPORTATION. STRUCTURAL STEEL :
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE 7/8" 0 SHEAR STUDS FOR THE
BE HOT ROLLED. 3/4" 0 STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT
THE RATE OF 3 - 7/8" 0 STUDS FOR 4 - 3/4" 0 STUDS, AND STUD SPACING CHANGES
CONCRETE : SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF 7/8" 0 STUDS
ALONG THE BEAM AS SHOWN FOR 3/4 Q STUDS BASED ON THE RATIO OF 3 - 7/8 0
STUDS FOR 4 - 3/4" 0 STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST
UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-0".
USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT: EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES, PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION,
ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE
BE USED FOR SLOPE PROTECTION AND RIP RAP. EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/16" IN THICKNESS AND
DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2" OR A THICKNESS
CONCRETE CHAMFERS : 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".
ELECTROSLAG WELDING WILL NOT BE PERMITTED.
UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER
STRUCTURES SHALL BE CHAMFERED 3/4" WITH THE FOLLOWING EXCEPTIONS: SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY
TOP CORNERS OF CURBS MAY BE ROUNDED TO 1-1/2" RADIUS WHICH IS BUILT ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY 1/16 INCH OR
INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING,
SHALL BE ROUNDED WITH A 1/4" FINISHING TOOL UNLESS OTHERWISE REQUIRED OR METALLIZING.
ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES
AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A 1/4" RADIUS
WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS.
DOWELS :
DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL
BE EMBEDDED AT LEAST 12" INTO THE OLD CONCRETE AND GROUTED INTO
PLACE WITH 1e2 CEMENT MORTAR.
PROJECT NO. 17BP.14 .R.208
MACON COUNTY
STATION: 13 + 20.00 - L -
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
STANDARD NOTES
REVISIONS SHEET NO.
PIGS TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: 5-32
ENGINEERS 804-C N_ LAFAYETTE ST
SHELBY, NC 28150 3 TOTAL
PH (704) 476-0003 SHEETS
CORP. LICENSE NO.: C-0275 2 4 32