HomeMy WebLinkAbout20181268 Ver 1_Permit Plans (Final)_20180914•,
STATE STATE PROJECT REFERENCE NO. JN�u
See Sheet � A For I ndex of Sheets � � � � �� ) � � �� � � � � � � � � �� ��
See Sheet � B For Standard Symbology Sheet �� � � 7 R p �� Q �� Q �
BEGI11t C�11lSTR UCTI0111
STA.14 + 40.00
BEGl11l� PROJECT
STA. l4 + 50.00
� TO US 64
17BP.14.R.158
17BP.14.R.158
�� �I �� � �
J� J��ll ��L I� ���
L�CATl01�: BRIDGE #009 O VER 11tORTH PR01�G ELLIJA Y CREEK 01�
(ELLIJA Y
WORI�: GRADII�G, PA T�I1�G, DRAII�A GE, � STR UCT URE
PROJECT
STA. 20 + 60.00
CAROLI11tA
Nqp 83 `
NA 2011
17BP.I4.R.158
C011tSTR UCTI01�
STA. 23 + 26.00
17BP.14.R.158
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH PLA11�S PREPARED Fox THE NCDOT BY: HYDRAULICS ��``""""'''�%
.�`� �'�N �AR�<�,�'�.
STV Engineers, Inc. E11tGI11tEER ;.����°•oFEssio;j;.q ''%,
STv 10� 900 West Trade St., Suite 715 _ tQ� 9�� �
� ;
E'CI'/f/i �harlotte, NC 28202 — SEAL
20 10 0 20 40 ADT 2012 = 420 LENGTH OF ROADWAY PROJECT WBS I7BP.I4.R.158 = 0.102 MILES Nc �'�Pnse Numbe'" F-og" ��.•• 040590 •:�` �� o� �o�p�y ��
ADT 2 02 5= 840 2018 STANDARD SPECIFICATIONS % ti�'•FNGINE�� ���`� Qp ��
PLANS LE11tGTH OF STRUCTURE PROJECT WBS 17BP.14.R.158 = 0.014 MILES ��''�SHA�NT115�PQ`��� Q ��
D HV = N/A I'•E• m b
20 10 0 20 40 TOTAL LE11tGTH OF PROJECT WBS 17BP.I4.R.158 = O.116 MILES SIGNATURE: � o
D= N/A RIGHT OF WAY DATE: NIKKI T. HONEYCUTT, PE ROADWAY �,,,,��►����",,,, � �
o SEPTEMBER 25 2O17 I'ROJECT ENGINEER DESIG11t �.�`��o��� SAR���Nq��%�� ���p oOQ��
PROFILE HORIZONTAL T= 6/o � `��•FE S%o' ,
� � E11lGINEER _ : Q�° �q� :. = °� � r� Q���
v = 3o MPH = sEA� _
4 2 0 4 8 NCDOT CONTACT: �OSH DEYTON PE LETTI11lG DATE: ETHAN R. WASHAM ;: 039234 :`
FUNC. CLASSIFICATION: � JANUARY 10 2023 I'ROJECT DESIGNER :,�,�.FN ��: ;�;
GINE , �
Division Bridge Manager ' ''',,� T'HON��;`�`�
PROFILE (VERTICAL) COLLECTOR
�ie��wii����� P.E.
SIGNATURE:
/
I11tDEX OF SHEETS
SHEET NUMBER
1
1A
1B
RW01 THRU RW05
2A-1
3B-1
4 -5
TMP-1 THRU TMP-5
PMP-1
EC-1 THRU EC-6
RF-1
UO-1 THRU UO-2
X-1 THRU X-19
S-1 THRU 5-16
SN
SHEET
TITLE SHEET
INDEX OF SHEETS, GENERAL NOTES,
AND LIST OF STANDARD DRAWINGS
CONVENTIONAL SYMBOLS
SURVEY CONTROL SHEETS
TYPICAL SECTIONS SHEET
SUMMARIES SHEET
PLAN AND PROFILE SHEETS
TRAFFIC MANAGEMENT PLANS
PAVEMENT MARKING PLANS
EROSION CONTROL PLANS
REFORESTATION DETAIL SHEET
UTILITIES BY OTHERS PLANS
CROSS-SECTIONS
STRUCTURE PLANS
STANDARD STRUCTURAL NOTES
GENERAL NOTES:
GRADE LINE:
GRADING AND SURFACING:
CLEARING:
GEI�ERAL 11tOTES
2018 SPECIFICATIONS
EFFECTIVE: 01-01-2018
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE
ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE
ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
METHOD II.
SUPERELEVATION:
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD.
N0. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
SECTIONS.
SHOULDER CONSTRUCTION:
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. N0. 560.01.
GUARDRAIL:
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING
CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
END BENTS:
THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS. DETAILS, AND CROSS-
SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
APPROACHING A BRIDGE.
RIGHT-OF-WAY MARKERS:
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT.
STA11tDARD DRA WI11lGS
2018 ROADWAY ENGLISH STANDARD DRAWINGS
EFF. January, 2018
The following Roadway Standards as appear in "Roadway Standard Drawings"
Highway Design Branch - N. C. Department of Transportation - Raleigh, N. C.,
Dated January. 2018 are applicable to this project and by reference hereby are
considered a part of these plans:
STD.NO.
TITLE
DIVISION 2 - EARTHWORK
200.02 Method of Clearing - Method II
225.02 Guide for Grading Subgrade - Secondary and Local
225.04 Method of Obtaining Superelevation - Two Lane Pavement
275.01 Rock Platting
DIVISION 4 - MAJOR STRUCTURES
422.02 Bridge Approach Fills - Type II Modified Approach Fill
DIVISION 5- SUBGRADE, BASES AND SHOULDERS
560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
DIVISION 8 - INCIDENTALS
840.14 Concrete Drop Inlet - 12" thru 30" Pipe
840.15 Brick Drop Inlet - 12" thru 30" Pipe
840.16 Drop Inlet Frame and Grates
840.20 Frames and Wide Slot Flat Grates
840.29 Frames and Narrow Slot Flat Grates
840.35 Traffic Bearing Grated Drop Inlet
846.01 Concrete Curb, Gutter and Curb 8� Gutter
862.01 Guardrail Placement
862.02 Guardrail Installation
876.02 Guide for Rip Rap at Pipe Outlets
DIVISION 11 - WORK ZONE TRAFFIC CONTROL
1101.01 Detail Drawing for Two-way Undivided Work Zone Warning Signs
1101.02 Temporary Lane Closures
1101.04 Temporary Shoulder Closures
1101.05 Work Zone Vehicle Accesses
1110.01 Stationary Work Zone Signs - Mounting Height 8 Lateral Clearance
1110.02 Portable Work Zone Signs - Mounting Height 8 Lateral Clearance
1 130. 01 Drum
1135.01 Cones
1145.01 Barricades - Type III
1150.01 Flagging Devices
1180.01 Skinny - Drum
DIVISION 12 - PAVEMENT MARKINGS. MARKERS AND DELINEATION
1205 . 01 Paverr�nt Mark i ngs - L i ne Types and Offsets
1205.12 Pavement Markings - Bridges
1261.01 Guardrail and Barrier Delineators - Installation Spacing
1261.02 Guardrail 8 Barrier Delineators - Types and Mounting
1262.01 Guardrail End Delineation
DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT
1605.01 Temporary Silt Fence
1606.01 Special Sediment Control Fence
1631.01 Matting Installation
1632.02 Rock Inlet Sediment Trap Type B
1632.03 Rock Inlet Sediment Trap Type C
1633.01 Temporary Rock Silt Check Type A
1634.02 Temporary Rock Sediment Dam Type B
1635.02 Rock Pipe Inlet Sediment Trap Type B
BDUNDARIES AND I'ROPERTY.•
State Li ne ---- --
County Line —
Township Line
City Line -
Reservation Line -
Property Line
Existing Iron Pin �
Computed Property Corner �
Property Monument 0
Parcel/Sequence Number i23
Existing Fence Line -X X X-
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary - - - -W�B- - - -
Proposed Wetland Boundary WLe
Existing Endangered Animal Boundary EQB
Existing Endangered Plant Boundary EPB
Existing Historic Property Boundary HPB
Known Contamination Area: Soil �' ' S �'n -
Potential Contamination Area: Soil -� S �-
Known Contamination Area: Water - �' —W— �' -
Potential Contamination Area: Water -�� W �� -
Contaminated Site: Known or Potential �' �
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap O
Sign �
Well °
W
Small Mine �
Foundation 0
Area Outline
Cemetery fi
Building
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir �_ _ �
Jurisdictional Stream �S —
Buffer Zone 1 Bz �
BufFer Zone 2 Bz 2
F I ow Arrow � --- ---
Disappearing Stream ; --- ---
Spring �'��-�_---�
Wetland �
Proposed Lateral, Tail, Head Ditch
� FLOW
False Sump
�� �� �� ����� � 1� ��� 91�� ��� � ��' ����� ��
RAILROADS:
Standard Gauge -
RR Signal Milepost
Switch
RR Abandoned —
RR Dismantled —
Note: Not to Scale *S. U.E. _
CSX TRANSPORTAT/ON
O
MILEPOST 35
0
SWITCH
i i i i
RIGHT OF WAY � PROJECT CONTROL:
Secondary Horiz and Vert Control Point ♦
Primary Horiz Control Point 0
Primary Horiz and Vert Control Point �
Exist Permanent Easment Pin and Cap ��
New Permanent Easement Pin and Cap O
Vertical Benchmark �
Existing Right of Way Marker 0
Existing Right of Way Line -
New Right of Way Line R
New Right of Way Line with Pin and Cap
New Right of Way Line with
Concrete or Granite R1W Marker
New Control of Access Line with
Concrete CJA Marker
Existing Control of Access
New Control of Access
Existing Easement Line
New Temporary Construction Easement -
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
�
..
i� �
� ..
in� �
"�' �J—
�c�
�A,
c
E
E
TDE
PDE
DUE
PUE
TUE
AUE
ROADS AND RELATED FEATURES:
Existing Edge of Pavement -
Existing Curb -
Proposed Slope Stakes Cut --- �---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp
Existing Metal Guardrail —
Proposed Guardrail =
Existing Cable Guiderail —
Proposed Cable Guiderail —
Equality Symbol
Pavement Removal
T�EGETATI0111•
Single Tree
Single Shrub
m
�
i
�♦�♦�♦�♦�♦�III
�
�
Subsurface Utility Engineering
Hedge
Woods Line
Orchard
Vi neya rd
EXISTING STRUCTURES.•
MAJ O R:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES.•
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
U/G Power Line LOS B(S.U.E.*)
U/G Power Line LOS C(S.U.E.*)
U/G Power Line LOS D(S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand Hole
U/G Telephone Cable LOS 6(S.U.E.*) -
U/G Telephone Cable LOS C(S.U.E.*) -
U/G Telephone Cable LOS D(S.U.E.*) -
U/G Telephone Conduit LOS B(S.U.E.*)
U/G Telephone Conduit LOS C(S.U.E.*)
U/G Telephone Conduit LOS D(S.U.E.*)
U/G Fiber Optics Cable LOS B(S.U.E.*)
U/G Fiber Optics Cable LOS C(S.U.E.*)
U/G Fiber Optics Cable LOS D(S.U.E.*)
� � � �
Vineyard
CONC
J ��N� WW I
�
CONC HW
�--------�
� CB
O
-s
�
�
O
a
�
HH
WATER:
Water Manhole
Water Meter
Water Valve
Water Hyd ra nt
U/G Water Line LOS B(S.U.E*)
U/G Water Line LOS C(S.U.E*)
U/G Water Line LOS D(S.U.E*)
Above Ground Water Line
TV:
TV Pedestal
TV Towe r
U/G TV Cable Hand Hole
U/G TV Cable LOS B(S.U.E.*)
U/G TV Cable LOS C(S.U.E.*)
U/G TV Cable LOS D(S.U.E.*)
U/G Fiber Optic Cable LOS B(S.U.E.*)
U/G Fiber Optic Cable LOS C(S.U.E.*)
U/G Fiber Optic Cable LOS D(S.U.E.*)
GAS :
Gas Valve
Gas Meter
U/G Gas Line LOS B(S.U.E.*)
U/G Gas Line LOS C(S.U.E.*)
U/G Gas Line LOS D(S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B(S.U.E.*)
SS Forced Main Line LOS C(S.U.E.*)
SS Forced Main Line LOS D(S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility TrafFic Signal Box
Utility Unknown U/G Line LOS B(S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. -
A�G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A(S.U.E.*)
Abandoned According to Utility Records -
End of Information
W
A/G Water
- -TV- - -
TV
- - - -TV FO- - -
- -TV FO-
TV FO
OO
O
ss
A/G Sanitary Sewer
— — — —FSS— — — -
— — FSS — —
FSS
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0
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7UTL
0
usr
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AATU R
E.O.I.
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LOCA TI01�: BRIDGE #009 O VER 1�OR TH PR 01�1G ELLIJA Y CREEK 01�
SR 1001 (ELLIJA Y RD)
TYPE OF WORI�: GRADI1�lG, l'A T�I1�G, DRAII�AGE, � STR UCTURE
�
DA T UM DESCRIPTION Prepared in the OffTce of:
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT DI VISI01� �F HIGHWA YS
GRAPHIC SCALE IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY o� a o a p�y
1000 Birch Ridge Dr., Raleigh NC, 27610 PROFESSI011lAL LA11lD �
N CD O T F O R M O N U M E N T �� G P S- l O O�� 2017 STANDARD SPECIFICATIONS SURVEYOR Q Q� ����°
50 25 0 50 100 W I T H N A D 8 3/ N A 2 0 1 1 S T A T E P L A N E G R I D C O O R D I N A T E S O F �, �o
NORTHING: 554,752.5450(ft) EASTING: 724,978.9180(ft) o �
ELEVATION: 2,246.890(ft) � �
PLANS THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT RIGHT OF WAY DATE: a �
GROUND TO GRID IS: 0.9997697459 DOCUMENT NOT CONSIDERED FINAL �� �
� � SEPTEMBER 25 2017 UNLESS ALL SIGNATURES COMPLETED
THE N.C. LAMBERT GRID BEARING AND � �'� ��
LOCALIZED HORIZONTAL GROUND DISTANCE FROM . �� o� � D p��Qo�
GPS-100 TO -L- STATION 14+50.00 IS LETTI11lG DATE. �
N 15^23'14.35" E 1900.85(ft) JAN UARY 10, 2 02 3
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88 SIGNATURE: DATE:
BL-I ■
—EL—
NCDOT BASELINE 11
LOCALIZED PROJEC
N = 556,1 i
E = 725, 5�
ELEV. = 2,
��s -- ..
�-
�s� ��5�--
- — :. � ���F�
�
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�s
S UR T�EY C01�lTR�L SHEET
W/EXISTI11tG CEI�TERLII�E ALIG11tME1�TS PRIOR TO C01�STR UCTI01�
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SEE SHEET RW02C-3
FOR FURTHER
ALIGNMENT DETAILS
BM-1
ELEV. = 2,283.16'
NCDOT BASELINE MONUMENT (B�2)
LOCALIZED PROJECT COORDINATES
8 ���� �`, �� �� � N= 556, 866. 8831
�� �,� `� E = 725, 431. 5420
�
`, '� � 9 �� ', ELEV. = 2,277.37'
, � �� �
� �� ';
ELEV. = 2, 304.59'
NOTESo
c� ,
lo PROJECT CONTROL WAS ESTABLISHED USING GNSS9 THE GLOBAL NAVIGATION SATELLITE SYSTEMo
2o THE SURVEY CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS SOURCESo IF
FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED9 PLEASE CONTACT THE LOCATION
AND SURVEYS UNITo
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1
2
3
4
S UR T�EY C01�lTR�L SHEET
W/EXISTI11tG CEI�TERLII�E ALIG11tME1�TS PRIOR TO C01�STR UCTI01�
POINT
DESCo
B�-1
B�-2
B�-3
B�-4
NORTH
55617�0 3687
5568660 8831
5571650 3154
55732406872
E�ST
7255460 6532
725431 0 542�
7255260 7251
72577406364
����������������������������������������
BM1
N 556767
B� STRTION
R/R SPIKE
E�EVRTION = 228�026
E 725531
1�+82046 81075
IN B�SE OF 2�"
RIGHT
W��NUT
��*���*���*�*���������***���*���*�������
����������������������������������������
BM2
N 556876
B� ST�TION
R/R SPIKE
E�E��TION = 2283016
E 725371
11+�70�8 61066
SET IN B�SE OF
�EFT
18 " W��NUT
*��**����*���*���*���*����**��*����**���
E�E�RTION
22660 27
2277a37
23�70��
23�4a5�
NOTESo
lo PROJECT CONTROL WAS ESTABLISHED USING GNSS9 THE GLOBAL NAVIGATION SATELLITE SYSTEMo
2o THE SURVEY CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS SOURCESo IF
FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED9 PLEASE CONTACT THE LOCATION
AND SURVEYS UNITo
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S UR T�EY C01�lTR�L SHEET
W/EXISTI11tG CEI�TERLII�E ALIG11tME1�TS PRIOR TO C01�STR UCTI01�
EL
POINT N E BERRING DIST DE�TA D � T R
POT 5561890694 7255570523
LINE N PJ6°13'�P of�" W 25o D4
PC 556214059� 725554e811
CURVE N PJ7°55'�PJoPJ" W 97013 P3°24'��o(�"(LT) P 3°3PJ'P PJof�" 97014 48059 1637of�2
PT 55631PJo793 7255410434
LINE N PJ9°37'PJ�o�" W 7f�o2f�
PC 55638P aPJP 9 725529o7P 6
CURVE N 11°45'3do�" W 85065 PJ4°17'P�ef�"(LT) d5°�(�'f�(�af�" 85067 42a85 1145092
PT 5564630858 7255120253
LINE N 13°54'f��a�" W 93a29
PC 5565540412 7254890843
CURVE N PJ9°23'P �o�" W 85e94 �9°�2'(�QJo�"(RT) 1(�°3P'�PJe�" 86e�3 43e11 545e67
PT 55663902(�5 7254750831
LINE N �4°52'(�Q�o(�" W 86096
PC 556725e855 725468e453
CURVE N�J7°39'3�Jo�J" W 111062 �J5°35'�Po�"(LT) �5°�J�'�J�o�" 111067 55a88 1145092
PT 5568360482 725453e578
LINE N 1PJ°27'��e�" W 4�017
PC 556875e989 7254460291
CURVE N��°11'3(�ePJ" E 75e58 21°17'��Je�"(RT) 28°(��J'(��Je�" 76e�J1 38e45 2�4e63
PT 5569510564 7254460544
LINE N 1P °5PJ'PJ�oPJ" E 24o8PJ
PC 556975e922 725451e2PJ5
CURVE N 26°3�'PJ�o(�" E 176082 31°2P'PJPJoP "(RT) 17°3P'f�PJof�" 179oPJ5 91082 32704�
PT 5571340169 72553PJo1P4
LINE N 42°1PJ'PJPJaPJ" E 59a1�
PC 5571770972 7255690776
CURVE N 49°18'47a4" E 1�6099 14°17'34o8"(RT) 13°19'2806" 1P7o27 53091 43PJoPPJ
PT 5572470721 72565P o9P4
LINE N 56°27'3408" E 81089
PC 5572920968 7257190161
CURVE N 34°39'3608" E 155097 43°35'S6oPJ"(LT) 27°17'PJ1o3" 159o8PJ 83099 21�0(��
PT 557421026(� 7258QJ7o863
LINE N 12°51'3808" E 5(�065
POT 55747QJo641 7258190137
NOTESo
lo PROJECT CONTROL WAS ESTABLISHED USING GNSS9 THE GLOBAL NAVIGATION SATELLITE SYSTEMo
2o THE SURVEY CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS SOURCESo IF
FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED9 PLEASE CONTACT THE LOCATION
AND SURVEYS UNITo
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PROPOSED ALIGI�MEI�T C01�lTROL
�
SHEET
TYPE ST�TION NORTH E�ST
POT 1�+�� o�� 556142 0 8532 725562 a 6257
PC 1�+ 5� o�� 5561 �2 0 55�2 725557 a 21 13
PCC 12 + 35 0 35 556375 0�51 � 72553� a 5� 15
PRC 13 + 8� o�5 556525 0 8��9 7254�6 0 68� 1
PT 14 + 71 0 62 5566�6 0 5�25 725479 a 7924
PC 17 + 34 a�3 556867 0�536 725441 a 1715
PT 2� +�8 0�3 55712� 0 1 173 725517 0 5� 16
PC 2P + 7� 0 6� 557173 0 2734 725565 a 5221
PT 22 +� 1 0�8 557252 0 7872 725658 a 1 1 13
PC 22 + 74 0 38 557292 0 5882 725718 a 584�
PT 24 + 34 0 87 557421 0 2616 7258�7 0 8633
POT 24 + 85 0 52 55747� 0 6413 72581 � 0 1372
DR1
TYPE ST�TION NORTH E�ST
POT 1�+��0�� 5567�807484 72533805166
PC 1�+2805� 55682507636 72534708782
PT 1�+480�2 556844025�� 7253560267�
PC 11+33041 55691706424 7253�80 1327
PT 11+66087 55693207188 7254260�7�5
POT 11+7�025 556�31a9432 72543804276
DR2
TYPE ST�TION NORTH E�ST
POT 1�+�� o�� 55688� o�� 14 725326 0�422
PC 1�+ 3PJ o�PJ 556��7 0� D28 72535� o D41 1
PT 11+�2046 556�2708�28 725417o�33P
POT 11+22071 556�260�5�7 72543801547
NOTESo
o PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEMo
2o THE PROPOSED ALIGNMENT CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS
SOURCESo IF FURTHER INFORMATINO REGARDING PROJECT CONTROL IS NEEDED9 PLEASE CONTACT
THE LOCATION AND SURVEYS UNITo
RIGHT OF WA Y C01�TR�L SHEET A1�lD
ROW M�RKER IRON PIN �ND C�P-E
��IGN ST�TION O��SET NORTH E�ST
� 14 + 4� o�� — 1� o�5 556573 0 5�33 725475 0 2668
L 14 + 71 0 62 — 3� o�� 5566�2 0 1�22 72545� 0 1 168
� 16 + Q�5 o PJ� — 33 0�P 556733 0 6855 725427 0 5863
L. 17 + 34 0�3 — 3� o�� 556862 0 6533 72541 1 0 4�5�
� 17 + 34 0�3 — 4� o�� 556861 0 1866 7254� 1 0 6�41
� 2�+�80�3 —4�0�� 5571460��37 7254870884�
� 2� + 55 0�� — 25 0�� 557171 0 7423 72553� 0 47� 1
� 2Q� + 7� a�� — 1� o�2 557172 0 8523 725551 0 6475
� 2�+7�0�� �098 557159045�1 72556605���
� 2� + 5� o�� 25 0�� 557134 0 5459 725564 0 2642
� 2� +�8 0�3 25 0�.�J 5571 �3 0 375� 725536 0 1583
� 17 + 34 0�3 25 0�� 55687� 0 72PJ4 725465 0 9� 1 1
� 17 + 34 0�3 4� o� D 556872 0�2�6 72548� 0 738�
� 16+8506� 4�o�D 556824011�6 7254870�75�
� 16+45052 �4016 5567�204167 7255470424�
� 14+2�oD4 13075 55656705248 7255��07715
� 14+�505� 1�o4P 55654403161 7255�2o643P
ROW M�RKER PERM�NENT E�SEMENT-E
��IGN ST�TION O��SET NORTH E�ST
� 14+�80�� —3�059 55662801�58 72544506613
� 14+�80�� —380�� 55662701��4 72543803347
� 15+150�� —380�� 5566430�255 72543508412
L 15 + 15 0�� — 3� o�8 556644 0�558 725442 0 78�6
� 2� + 1� o�PJ 25 0�� 5571 1 1 0 5232 725543 0 5�48
� 2� + 1� o�� 4� o�P 5571 � 1 0 4783 725554 0 6448
� 1�+�� o�� 4� o� D 557�81 0 36�6 725537 0 1275
L 1�+��0�� 250�� 557���074�� 72552504224
PUE
ROW M�RKER PERM�NENT E�SEMENT-E
��IGN ST�TION O�FSET NORTH E�ST
� 14+36084 —58063 55656�08528 72542802547
� 14 + 55 0 27 — 5� 0 43 55658� 0 3531 725423 0 81 18
L 2� + 31 0�� — 32 0 66 55715� o�5�8 7255�8 0 7152
� 23 + 3� o�� — 54 0� D 557364 0 6� 1� 72572� o D 185
� 23+260�� —1�o�D 55733207218 72575�04373
� 18 + 63 a�� 25 o D D 556�87 0 4181 725472 0 8356
� 16+78013 5�0�� 55681802114 7254��0�542
PERMA1�lE1�T EA SEME1�l T
I, 9 a Professional Land Surveyor in the state of North Carolina
hereby certify to the best of my knowledge and belief that the following work item(s) (Base
map Compilation9 R/W Staking) performed under my responsible charge meet NCDOT Survey
Standards as directed in the NCDOT Location & Surveys guidelines and procedureso
I further certify that the data compiled came from available surveys/mapping performed by
others and provided to me by NCDOT and do not certify to the accuracy or quality of the
individual data sourceso
Ifurther certify that the right of way and permanent easement points shown herein and
outlined in the tables shown hereon (localized coordinates9 station/offset) have been checked
and are accurate representations of the right of way and permanent easement points depicted
on the corresponding highway plansa I also certify that the right of way and permanent
easement points shown herein have been field monumented under my supervision from existing
survey controlprovided by others9that the depicted property data shown herein were surveyed
by others9 and these monuments denote the right of way and easement boundaries at the time of
staking which may be sub ject to change due to right of way revisions (See deeds for final
determination)o
Witness my original signature, registration number and seal this ____ day of _____9 20__
----------------------------- �------
Professional Land Surveyor PLS #
NOTESo
Sea
lo IF FURTHER INFORMATION REGARDING PROJECT CONTROL
IS NEEDED9 PLEASE CONTACT THE LOCATION AND SURVEYS UNITo
2o PROJECT CONTROL WAS ESTABLISHED USING GNSS9 THE GLOBAL NAVIGATION SATELLITE SYSTEMo
c
c
c,
L
z
n
0
�z
w n
z �'
n �-
0
N
O
PC Stae 10+50°00
PO / �/ / oa lO �ooeo0
N 04°36'37" W
BRASS DISK 505.85'
SET IN STONE
"COR. 13"
Iy _____________________________y a Professional Land Surveyor in the state of North Carolina
hereby certify to the best of my knowledge and belief that the following work item(s) (Base
map Compilation9 R/W Staking) performed under my responsible charge meet NCDOT Survey
Standards as directed in the NCDOT �ocation & Surveys guidelines and procedureso
I further certify that the data compiled came from available surveys/mapping performed by
others and provided to me by NCDOT and do not certify to the accuracy or quality of the
individual data sourcese
I further certify that the right of way and permanent easement points shown herein and
outlined in the tables shown hereon (localized coordinates9 station/offset) have been checked
and are accurate representations of the right of way and permanent easement points depicted
on the corresponding highway planse I also certify that the right of way and permanent
easement points shown herein have been field monumented under my supervision from existing
survey controlprovided by others9that the depicted property data shown herein were surveyed
by others9 and these monuments denote the right of way and easement boundaries at the time of
staking which may be subject to change due to right of way revisions (See deeds for final
determination)o
Witness my original signature9 registration number and seal this ____ day of ______9 20__0
----------------------------- �------
Professional Land Surveyor PLS #
POT Stae IO+OOe00
ANDREW MOSES
DB IA PG 9087
PC Stao l7 �34093
N 04°32'27" W O
N OS° N 15°43'19" W 95.37' N 06°33-Q
54'37° E N 06°42'34" W �9.1i' 82 09 2„ E
50.7q- 84.30' pp/� �`
// 1 l� J��e l3 f89e0� +36.84 +55.27 N//°p� ___ � �
9ja �3„E
POI� J��e 13f20voo 58.63' S9P43' +98.00 ��'
30.59', 38.00, N 02°48'37" W
��, +71.62 ,113.32' _
-L-
Pl Sta 11+42.72
0 = 4° 05' 04.5" (LT)
D = 2°l2'13.3"
L = 185.35'
T = 92.72'
R = 2,600.00'
GEORGE MOSES
DB L-10 PG 264
PCC Sta, l2 +35e35
�
O+ 40.00
10.05'
� � ELLIJAY �uH� � z9.o
SR �Q�� - 05.59 �3.75'
- - � 10.40N 04°36'37" W
23.28'
BEGIN PROJECT W BS l7BPal4oRol58
-L-
Pl Sta /3 +/2.25
0 = 4° 53' 3/.9" (LT)
D = 3` l0' S9.2"
L = 153.69'
T = 76.89'
R = 1,800.00'
-L - ST A l4 f50o00
UNITED STATES FOREST SERVICE
A. J. MOORE TRACT N0. 1157
-L-
Pl Sto 14+30.38
p = 6° 45' 32.9" (RT1
D = 8° ll' 06.4„
L = 82.58'
T = 4/.34'
R = 700.00'
\ 3� PDE
+15.00
30.98', 38.00'
+ 05.00
33.00'
OANDREW MOSES
3 DB IA PG 9087
< 22g• 6
PT Stae l4 +7/e62
�
-L- -DRI-
Pl Sta 18+8/.06 Pl Sta 10+38.79
0= 50° 28' 30.3" (RT) 0= l0° 35' 20.8" lRT)
D= l8° 28' S7.0" D= 52° 05' 13.5"
L = 273.10' L = 20.33'
T = 146.12' T = l0.19'
R = 3/0.00' R = 110.00'
+ 45.52
94.16'
►-�
PC Stao l0 +28059
N
�,9��6 �
��7.����
84.00'
+ 34.93
30.00', 40.00', 59.00'
�
63 93„
�•3i- F
+ 85.60
40.00'
+�s.�
50.09' �
P
c� ��o
�� �P.
PT Stao l0 f48o92 POT Stae l0 +OOv00
/22,17
`s�,.
�6_00 ��
.00' � C
�
+ss.00 �
, 80.00'
E\� �
�i
�F��O�j\
+ 80.00
95.00- PC Stao l0 +30a00
\
+ 15.00
40.0�
PC Staa ll +33.4/
o�
oo.
0
ti
ti�
�
v
3y
�
'� � � ��; \
i � 280 � \\ � \
O 99 , PUE�PUE�
�PUE�P E-PUE �� O
3 + 63.00
+ 34.93 25.00'
25.00', 40.00'
.\\\\` N �S6-9S„
, _ 68 �
,
,�,
\ `�-�.
�
BRASS DISK
SET IN STONE
"COR. 2"
-DRI-
Pl Sta 11+52.12
0 = 63° 53' 22.9" (RT)
D = l90° 59' 09.4"
L = 33.45'
T = 18.7/'
R = 30.00'
NOTESo
-DR2-
Pl Sta l0 +67.74
�= 39° 32' 27.3" lRT)
D = 54° 34' 02.7"
L = 72.46'
T = 37.74'
R = 105.00'
DRl Stao llf47o59 =
DR2 Stao l0 +92e28
PT Stae ll +66a87
L StOo l8 +OOo00 =
DRl Stao ll +79025
lo IF FURTHER INFORMATION REGARDING PROJECT CONTROL
IS NEEDED9 PLEASE CONTACT THE LOCATION AND SURVEYS UNITo
2o PROJECT CONTROL WAS ESTABLISHED USING GNSS9 THE GLOBAL NAVIGATION SATELLITE SYSTEMo
z
n
0
�z
w n
z �'
n �—
0
N
O
END PROJECT WBS l7BP
-L - ST A 20+60.00
Iy _____________________________y a Professional Land Surveyor in the state of North Carolina
hereby certify to the best of my knowledge and belief that the following work item(s) (Base
map Compilation9 R/W Staking) performed under my responsible charge meet NCDOT Survey
Standards as directed in the NCDOT �ocation & Surveys guidelines and procedureso
I further certify that the data compiled came from available surveys/mapping performed by
others and provided to me by NCDOT and do not certify to the accuracy or quality of the
individual data sourcese
I further certify that the right of way and permanent easement points shown herein and
outlined in the tables shown hereon (localized coordinates9 station/offset) have been checked
and are accurate representations of the right of way and permanent easement points depicted
on the corresponding highway planse I also certify that the right of way and permanent
easement points shown herein have been field monumented under my supervision from existing
survey controlprovided by others9that the depicted property data shown herein were surveyed
by others9 and these monuments denote the right of way and easement boundaries at the time of
staking which may be subject to change due to right of way revisions (See deeds for final
determination)o
Witness my original signature9 registration number and seal this ____ day of ______9 20__0
Pl Sta 18+8/.06
0= 50° 28' 30.3" lRT)
D = l8° 28' S7.0"
L = 273.10'
T = 146.12'
R = 3/0.00'
Pl Sta 2/+4/.l3
� _ l4° 36' 27.7" (RTJ
D = ll° 56' 11.8„
L = 122.38'
T = 6/.52'
R = 480.00'
Pl Sta 23+58.77
0 = 43° 47' 15.7" (LT )
D = 27° l7' 0/.3"
L = 160.49'
T = 84.39'
R = 2/0.00'
NOTESo
lo IF FURTHER INFORMATION REGARDING PROJECT CONTROL
IS NEEDED9 PLEASE CONTACT THE LOCATION AND SURVEYS UNITo
2o PROJECT CONTROL WAS ESTABLISHED USING GNSS9 THE GLOBAL NAVIGATION SATELLITE SYSTEMo
PAVEMENT SCHEDULE
C1 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE,
TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
IN EACH OF TWO LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE,
C 2 TYPE S9.5C, AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD.
PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 1.5"
IN DEPTH OR GREATER THAN 2" IN DEPTH.
D1 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
D 2 TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD.
PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 2.5"
IN DEPTH OR GREATER THAN 4" IN DEPTH.
E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE,
TYPE B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE
E 2 B25.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER
1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3.0" IN
DEPTH OR GREATER THAN 5.5" IN DEPTH.
J 8" AGGREGATE BASE COURSE
R CONCRETE SHOULDER BERM GUTTER
T EARTH MATERIAL
U EXISTING PAVEMENT
W PAVEMENT WEDGING
ALL PAVEMENT SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
EXIST. GROUND
EXIST. PAVEMENT
J /Y\I I `I. J /YI11 `I .
WEDGING DETAIL
VARI ES 3'-0"
�•1
��
�
T (E1
�/
GRADE TO THIS LINE
VARI ES 3'-0 *
( Cl )
��� I
�•1
T D1
EXIST. GROUND
E1
GRADE TO THIS LINE
10'-0"
� 0.02
Dl
10'-0"
GRADE
POI NT
0.02 ,
11"
10'-0"
VARIES
0' TO 8'
W
, 0.02
10'-0"
�-
,
I
I VARIES
0' TO 8'
GRADE
POINT
0.02 ,
� ----- i - --- �
11" � 11"
I u
, 3'-0" . VARI ES
C1)
o.�
?•�
D1 ��
T EXIST. GROUND
E1
GRADE TO THIS LINE
* 7'-0" MIN. WITH GUARDRAIL
TYPICAL SECTION 1
-L- STA. 14 + 50.00 TO 15 + 29.00
-L- STA. 18 + 05.00 TO 20 + 60.00
C� �
'-0" VARI ES
� �'�
T
TYPICAL SECTION 2
—L— STA. 15 + 29.00 TO 16 + 71.20 (BEGIN BRIDGE)
—L— STA. 17 + 43.87 (EN D BRI DGE) TO 18 + 05.00
VARI ES 3'-0"
�-- �s.
EXIST. GROUND '�
�
5'-0" � 5'-0„
I
GRADE '
i
POINT j
�
�
,
I
3'-0" VARI ES
� �. � �. � �.
� �;
�7_!� �_'!� �:'!� � =�����.�.I�����!�
8��� '
�
T .1 T,
GRADE TO THIS LINE
TYPICAL SECTION 4
—DRI— STA. 10 + 50.00 TO 11 + 69.25
—DR2— STA. 10 + 30.00 TO 10 + 83.47
?'I
EXIST. GROUND
* 7'-0" MIN. WITH GUARDRAIL
EXIST. GROUND
16'-6"
5'-5" _ i _ 10'-0"
0.04
_ ,
16'-6"
10'-0" _ � _ 5'-5"
i-
I
I
� GRADE
I
� POINT
I
� 0.04
- ,
00 00 00 00 00 �
o; o0000000
0
�
�
I 3.5" MIN
(SEE STRUCTURE PLANS)
TYPICAL SECTION 3
—L— STA. 16 + 71.20 (BEGIN BRIDGE) TO 17 +43.87 (END BRIDGE)
3'-0" VARI ES
n
� GUARDRAIL
o `
�o a
a a-�-.�a -�d� � �
\
T ��
�D1 C1 E1 EXIST. GROUND
'-' GRADE TO THIS LINE
D ETAI L A
-L- STA. 16 + 48.85 TO 16 + 66.27 (RT)
STV Engineers, IriC. PROJECT REFERENCE NO. SHEET NO.
STv100 900 West Trade St., Si�iite 715 /7BPo��ol Io�SU �U-�
� � � � � � � � � � �� � � �,,Q�� Charlotte, NC 28202 c
NC License Number F-�9J1 f�W $HEET NO.
ROADWAY DESIGN HYDRAULICS
� � �� � �j � � � � � � � � � � �� � ENGINEER ENGINEER
��o
\\\��►��iCA i iiiii��i ��������i i i i i�iiii��i
.�`� ��N R��/N''% .�`� ��N �AR��/N �'%
EARTHWORK SUMMARY ,� ��.oFEss�oti.q --., ;..� �°.oFEss��;.:� --,;
(I1� C UBIC YARDS) = .` e� 9` �', � - :� �� 9` ` =
SEAL SEAL
= 039234 = = 040590 =
FROM TO UNCL. ' `
CHAIN SIDE UNDERCUT EMBT+% BORROW WASTE '%,?.�,���`.NGINE� �'�,�� %;�y,�sF�ciNE��P����'
STATI O N STATI O N EXCAVATI O N '�i,,��T. "H'p�.�,��,,.�` %,,�HA'NT' �5����`
-L- 14 + 50.00 16 + 71.20 LT & RT 185 345 160
DOCUMENT NOT CONSIDERED FINAL
-L- 17 + 43.87 20 + 60.00 LT & RT 743 33 710 UNLESS ALL SIGNATURES COMPLETED
-DRI- 10 + 50.00 11 + 69.25 LT & RT 3 129 126
-DR2- 10 + 30.00 10 + 83.47 LT & RT 65 65
TOTAL 996 507 286 775
LOSS DUE TO CLEARING AND GRUBBING
WASTE IN LIEU OF BORROW -286 -286
PROJECT TOTAL 996 507 489
ESTIMATE 5% FOR TOPSOIL ON BORROW PITS
GRAND TOTAL 996 507 489
SAY 500
NOTE: Approximate quantities only. Unclassified Excavation, Borrow
Excavation, Fine Grading, Clearing and Grubbing
will be paid for at the contract lump sum price for "Grading."
LIST OF PIPES, E1�D WALLS, ETC. (FOR PIPES 48" � U1�DER)
J
ENDWALLS Q � m N
`��w � 00 O v
� Z j 0 J v � � ABBREVIATIONS
�
O STD. 838.01, Z� v LL= x o `�' � �
Z CLASS IV R.C. PIPE Q p� J`" `� � � `�'
STATION C.S. PIPE STD. 838.11 � � � N o
� W �� J �o �. �o o °0 W � d' C.B. CATCH BASIN
v � (UNLESS NOTED OTHERWISE) �R � O`�' �� v FRAME, GRATES ry cy ry � N � � 0 00
� � STD. 838.80 " O Z + AND HOOD 'O � � � `'? � `" � � � o N.D.I. NARROW DROP INLET
O V (UNLESS �� Q STANDARD 840.03 0 °0 � 0° � °D w � N
� Z Z N �n � oo �- '�'-' "' p D.I. DROP INLET
NOTED C'J o � oo � � � o � � ^_�
� N Z � � a OTHERWISE) � � o � � � � N � � � `" `" � G.D.I. GRATED DROP INLET
O Q Q V OD ap � � 00 a` N w � � N dS }
O ; w W � ^ * T, p 0 � � � � Q � p � � o p v � G.D.I. (N.S.) GRATED DROP INLET
� � Z m � (NARROW SLOT)
SIZE a "' W W 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" ,,, ,,, W CU. YDS. "' A B � °C � � � � � _ = 3 3 � 3 � � � J,B. JUNCTION BOX
OO Z z � a a � � u� � � o `n `.n N Z 3 3 � � � m �n Y � M.H. MANHOLE
- - _ � � Z Q m � � LL LL M W � U J
z z Z � o O o � Q ' ' ,a � � � � o g � Q T.B.D.I. TRAFFIC BEARING DROP INLET
THICKNESS � � � � � a v 00 W � � � `� "'• "'• °0 W � m O T.B.J.B. TRAFFIC BEARING JUNCTION BOX
OR GAUGE � � o � a a � o � � � V � � ? ? p � v °�
v � p TYPE OF GRATE F, v, �
� O � � � U N Z 0 N � _ _ _ � _ _ _ _ N � U U �
LL N N N � V w � Q N _ - � 0 0 � 0 � � � m � Z Z W
� o o m o o t� t� t� � c� t� c� t� � �v �U � � REMARKS
� °r N a �ri � c.i E F G
-L- STA. 15+04 RT 0401 0402 2269.4' 2268.7' 0.02 46
-L- STA. 16+54 RT 0404 0403 2274.5' 2271.2' 2268.0' 0.09 44 1 1 1
-L- STA. 18+18 LT 0406 0405 2282.6' 2280.0' 2278.8' 0.02 56 1 1 1
-L- STA. 20+14 LT 0408 0407 2295.3' 2294.0' 0.03 40
TOTAL 44' 46' 40' 56� 2 1 1 1 1
* W MEASURED FROM "N" AT THE BEGINNING OF THE ANCHOR TO "N" AT THE END OF THE ANCHOR.
"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. G UAlW1�1IL S UML �'1l1R Y
G= GATING IMPACT ATfENUATOR TYPE 350
NG = NON-GATING IMPACT ATfENUATOR TYPE 350
LENGTH WARRANT POINT ��N�� FLARE LENGTH W` ANCHORS IMPACT REMOVE
SURVEY DIST. TOTAL ATTENUATOR SINGLE REMOVE AND
LINE BEG. STA. END STA. LOCATION FROM SHOUL. TYPE 350 FACED EXISTING STOCKPILE
SHOP DOUBLE APPROACH TRAILING REMARKS
WIDTH APPROACH TRAILING APPROACH TRAILING XI GREU V� GUARDRAIL GUARDRAIL EXISTING
STRAIGHT E.O.L. B-77 M-350 TYPE III CAT-1 BIC AT-1 GUARDRAIL
CURVED FACED END END END END END END MOD TL-2 MOD EA G NG
-L- 15 + 93.56 16 + 62.30 LT 68.75 16 + 62.30 5.4 8.4 25 0.5 1 1
-L- 16+23.85 16+80.10 RT 56.25 16+80.10 5.4 8.4 25 0.5 1 1
-L- 17 + 34.90 17 + 80.93 LT 37.50 18.75 17 + 34.90 5.6 - 6.9 9.9 1 1
-L- 17 + 53.61 18 + 12 .34 RT 43.75 12 .50 17 + 53.61 4.4 - 4.8 7.8 25 0.5 1 1
TOTAL: 206.25 31.25 3 4 1
TOTAL ANCHOR LENGTH: 156.25
TOTAL GUARDRAIL LENGTH: 50.00 31.25
SAY: 50.00 32.00
\ BRIDGE SKETCH STV Engineers, IriC. PROJECT REFERENCE NO. SHEET NO.
� DET SHOWING BRIDGE RELATIONSHIP FOR -L- O -DR�Z-
STv 100 �oo west Tr�,ae st., su�te ��� /7BPol4aRol58 4
�-' �OVER N. PRONG ELLIJAY CREEK END BRIDGE -�R� � PI Sf0 /0+67.74 �I EC!/l/Ji NC LictenseNNu be�LF-09a1
�� BEGIN APPROACH SLA � �. Pl Sta 10+38.79 O�� p= 39 32 27.3 lRT) '^ ww SHEET NO.
s'�► -L- STA 17+43087 � `�, p= l0° 35' 20.8" (RTJ p D= 54° 34' 02.7" ROADWAY DESIGN HYDRAULICS
D= 52 05 /3.J� � �� L= 72.46� ENGINEER ENGINEER
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i L = 20.33' �
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ELLIJAY ROAD ' '� V = 039234 ` _ ; 040590 : `
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BEGIN BRIDGE VARIES END APP CH SLAB GREV r�_2 OO ���� �., woo�s �� �� +so.o
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\ � � k�'� �' � -L- STA 16�7/e 0 ` c'�� E `� - , ao.00�, 95.00�
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O �- +36.84 +5527 � V � ��f��� BEGIN APPROACH SLAB , � p � �
� 58.63' 59.43' �� EST 7 SY �x_x -L- STA 16+60.J"r� 30.00', 40.00', 59.00' �\ ��\ e �O �\F / �` �\1 �� I
� � s BARN T 0 BE � -�'i o� o• c
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+ PUE o �� X� GABION WALL REMOVED BY ,� rn ' FROM STA. 20 + 00 TO STA. 20 + 50 (LT)
r� Pl Sta 14+30.38 � +9s.00 X� BA�N � � , , � Q � �
- , � S!► JS X S�E S�XUR�NS) OTHERS \� � � � r,
0= 6 45' 32.9�� (RT) 30.59', 38.00' +15.00 N,PRONG -' x W � \� � o
ELLIJAY CREEK k P C S tO. l 7 3 4. 9. 3 F� �� � �
� D _ 8° ll' 06.4" AG� � so. -, s.00� � � \ � � , , � DRl Sta. 11+47.59 = -DRI-
L 82.58 +��.62 Ro �PLATING JS k � � � � Pl Sta 11+52.12
DR2 Sta.10+92.28
U � CLA I RIP CL B RI RAP � ' ,
� T= 4/..34 30.00� PDE NCDOT STD. . �+� f� O> +05.00 SEE STR G�T� E P S) EST 1 T N i BARN � 0= 63 53' 22.9�� (RT)
R= 7��.��� � N ' ^ _ R , 0403 � GEOT ILE 1 040� L SfO. �8f��.�� _ �
,y o /6 , So�L i J�� .o0 1 D_ l90° 59' 09.4„
r sY � �' � +80e93 , ' � L - 33.45
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W '
`' " , ' ;,' � � DRl Sta. ll +79.25 T= 18.7/'
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GEORGE MOSES +40.00 � � F � � � � , C E-lu- X- - T- � �' i I R= 30.00
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75 T APER w o o � s BEGIN SB
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(LT & RT) +48a85 +78.13 PUE , � .;\ \ PUE s uE �� � Nq
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O 50.09 _ �� � ?,o NDREW MOSES +63.00 � NA 2�
BEGIN PROJECT WBS 178Pel4eRal58 ANDREW MosEs -L STA 17�43087 �, , -�o �� \ V �1
, �� �� QB G 9087 25.00� �
-L- STA 14+50°00 og ia PG 9087 +34.93 '�, �,; F<<,
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NOTEe lNCIDENTAL MILL APPROXIMATELY 25' AT EACH TlE lN TO PROVIDE A UNITED STATES FOREST SERVICE +45.52 L= 273.10' �-,��� ��
SMOOTH TRANSITION TO THE EXISTING ASPHALT PAVEMENT. A. �. MOORE TRACT No. ii57 94.16� T= 146.12' \`� �`, �,, SEE SHEET 5 FOR DR1 & DR2 PROFILES
R = 3/0.00' � �
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-�--; - � --- ��_--��- i_ --- - - - - -- _ _ _ _ EL = 2,279.34' -- - - --- - ��, � -- J �� --- -- --- ---- : ; ; ; �
__: � - _ _ I I I--� ---; j -r _,. ,-i I- _ �- _ i_ - �- - �- j- _ �- , i � 1 / I l - - - ---_ .-_--._.
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i_._i�_� _� �. :_. .-i_ _��_. � i _�. _ . : _:� BEGIN BRIDGE -�- - �- - �- -_�- - - �- - �- - - VC = l60 _ � _i - i i . �' __ ._ oo i :- - - ___ .- _:__ ZZH4
� i i i � i i i i i i i i i i i-� i i i � i - i i i i i �- i i i _ / ��o e � i p� !i �- -- �
-�__; � � �--- �__:_�__�_ :_:___, � � � � � _� :--- �-�--� -� -! �---� -�--� � �- - �- �- �- �- �- �- K 26 � ,. 3/ _-- -- o o ;- ____ __:- :_ : ,_:_--_:_-
I. i�- �-iZ�._ i i � i i_ i_ _ i_ � i_ i_ i i a --- --- -- - --=
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i� _i_�_i _i_i__ _i_ i_i__i_ __ . . i_ _��_. __u_i__�. ._ � _i _�- - --�- - �_ _ DS = 25 MPH i ,�k� i - - - - o � i - - - --_ _ _ _ _
. . . . . . �. . . �. . . . --�� I � I . i � � � ,. . . . . ��. . . . ��. . . . . . � I I ! � ! I I . // ' � . . . . �I� - - . . .Q N . . � - - - - - � i-� ..� .
. . . . - �_ �. � � � � i i i � � � � . . . . . � . . . . . . . . . . . . . I . i- i . i .. i . i- i .. � � % . . . . � _ . . . �" (\ � . 'I � � � I I I
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Pl = 15+00.00 __ ; ; � � � � ; � � ; ; --t -'- - , , --'- - , , � 1- � ��g A� 9 _ ' � '� � '� �� - _ ii ii � � � � ;
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_ , _� Pl = 16+20.00 �- � �� -_- - i
EL - 2,272.82 ---; --- __;__ _ __� - _; _ _ � - ._._- ._� __� __ _ _ _ _ ___ _ _ - _ _ � � � l _ --- --- -- --- -: ._ :- � � � � . 2280
VC = l00' _ :��_ _u_� i_� _� _ EL - 2,274.33 : � -� ! --i -�- - - - - - �- , _-�--i � � : �: I �'` - _ � �u �i _ _.-_ ��
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i i i _�-. ,
, � � � -�-�- VC l40' � �_ ; �
_ __ K = 67 � � � � � � � � ---; -; o � - --- i --- -- --- _-=-- . � � ,._�
K -_/3 --��-�-� � �� � . �-i -�-i -' ,-;-- - __, �_ ; �- ; �- _�_ � �+)3.3400� � � o � - � � � � . �
-- � o ---,--;--; ---; - � -
DS 55 MPH - ,- , _ - � --i - --i -I� i � � ,
DS = 40 MPH - - - -
PROPOSED GRADE ,_;-_ " � _- _ - - - - - - �' i_� � �u _ __ __ __ _ _ _-- _- --- --- - � � � �
� 22 76 �, � �� BEGIN PROJECT WBS l7BPol4oRJ58 ,_� -- � e �- � �_----- I, �
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-- J J I � �- �,. ,_ �� i _ _ __ � p op �: '� i II II - _ : __ - -- --- -_ ___ _.-- i i i
s� � I_�-� I_I-I I� -- I � -� ._ �_ ���j_��+. �__, � � - - - - - ---
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2272 -- EXIST l )0.0958 / ---- -- -- _____ � ' - _ _ _ _ __ __ _ _ _ _ -- 2272
� - - - ( +)1.25 ° _ _ _ _ _ _ _ �I-i�-�i-�-I � � �u � � � � � �� � � � � �
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i-.-,_, , ��, i � � i i � N �, � _ � _� � i -,_� � ,_� : _� - _.,_:�,_� _� :___� ._.�, , ---, : �
°� �i - � � � _:-iT__i _ �_i_I � N i �__ i-i --!- Z�- � c�j �� SEE STRUCTURE PLANS � ; ',_��-'� STRUC7-URE EXCAVATION � i_�__i i _i -! �--'i � � � �-� -� � � � �� � � � �
� �__ Pl =14+50.00 RT Pl =15+00.00 RT _�_�_� ; �;_� +�v � _ �_� _�_� __ � (TOTAL BOTH SIDES) � � �_ ; � �_� �_ � �
� � � � �-� -� � , -� n � � � � ` ` �_ � CUT OFF EXISTING ABUTMENT ,�, � �, -, NOTEo DESIGN SPEED SHOWN FOR VERTICAL CURVES
� � '_ ! _! '_! !_'__ ,_' __-_'_'__' lS UP T0 20 MPH LESS THAN OVERALL DESIGN
� - EL = 2,270.99 El = 2,269.37' '_ '-_'_--_'_- ! \` '--. __-__ � W ' I'- AT GROUND ELEVATION CLASS ll R/P RAP
�� °� 2 2 64 �� SEE STRUCTURE PLANS SPEED PER SUB-REGIONAL T/ER DESIGN GUIDEL/NESo 2 2 64
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L = 273.10'
T = 146.12' O
R = 3/0.00' 3
ANDREW MOSES
DB IA PG 9087
+97e53
3 65 6
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1�/ 100 900 West Trade St , Suite 715
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NC License Number F-0991
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PROJECT REFERENCE NO. SHEET NO.
l7BPol4aRol58 5
fLW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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= SEAL = = SEAL =
= 039234 = = 040590 =
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
rn � \ ;� o o � _� —
ELLI JAY ROAD _ � `'`'� �
r SR 1001 � � ; `� N 42� �2' 26.9" E �* ;� — _� ��r P�E �- ��
, � o � � � — o � `� PUE +so.00 �
� �� � F — �� — \�� VE � �
\ 54.00' � j1
� � � —� F l6' c� C ��=� � � � PUE `� ti����;.r �-
� � (TYP) � � �`�— � � � Pl Sta 23 +58.77 �
� CL B RIP RAP W �o;oo \ = \ \ � 0 - 43 47 /5.7 �LT)
EST 3 TON 0 W 9.98 ����\ � �� D= 27� r%� ��..3�� /
� GEOTEXTILE + 90.00 0- � + 50.00 \\ � \ \� L = 160.49 �NG R I � �
EST 11 SY 25.00', 40.00' a �
� P�E �5.00� �� � � �� E � T = 84.39' ��`S�� �� E
_ , J S oao +� 9.0o END PROJECT W BS l7BPol4eRel58 �� °,�� X�S T�N� R� a R= 2/0.00' � o �, 3$ $,
_ �S � � �
rn � 25.00�, ao.00� -L- STA 20+60.00 �� " � w � -� o N IZ 5/��
,,
m 75 TAPER �� o �� +Zb.00 ;� o/ ��
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,
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ANDREW MOSES
DB IA PG 9087
��� ' NOT Eo lNCIDENT AL MILL APPROX/MAT ELY
� 25' AT EACH T lE lN T 0 PROV lDE A
��� ��, � SMOOT H T RANSIT lON T 0 T HE EXIST lNG
`�'``� �\ `�� ASPHALT PAVEMENTo
2 316 _-� _-� �_� _-�_� _- _� _: �_ -�_i_ -�_�_ -�_�-_ - -- _ _ _ _- -. _ I__ . _ i � � 2 316 2 3 0 8 �
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2 312 ��, � � � � � �—, � �� END PROJECT W BS l7BP,l4eR,158 � ; � ; 2 312 2 3 �4 �
� � END GRADE : : � : -�
I! --- ------- _ _ __ _-- ------- _ _ _-- � � -- - _- �- _---_� - _ _ _:_
� _ _ ._ _ _ _ _ _ _ ._ _ _ _ — -L - ST A 20 f60,00 I ��_
I _ _ _ _ _ _ _ _ _ _ _ _ _ - -i� � I- - I _�-i I � � �- I i-
� _ � � �� EL = 2,300.7/' � � � � � � �
2308 �� �_-_ _- __- _ _- _-_ _- __- _ :-ti , , ____ _, �. :�: _,_; _�_j =� ' 2308 2300 =�;_'`
,.__ � � �� � � ��
_- _- _- _ - _- _-_ --_ -- _ - --u Pl = 20+05.00 ---.--__�__-�. i i_- i _u-� i_i _� ` � i
,- - - - - _- " EL = 2,298.80' - � � � � � � � � � I � �
� __ __ __ _ _ _- -- --- -- - --
h-- -
� - - -- - - - - - -- - _ � VC = 90' - -- :��_ i _u_i �� -� � � i
2304 ' --- -- _-- - - -- --- ------- - - ' K = 3� -__- __'_ � � .� � '- '-' - - 2304 2296 - : '
-� ._� ` - �.�_i-_ -� � .
i i I I I I i i__ _______i i i i � DS = 35 MPH � i n � �, _. i-
� �_ �� �� �� - ��
-- --- -�-; i --�- ; , i __ �, _ / � i i
Pl = l9+15.00 � '� - I PROPOSED GRADE j— _ _ �-_,_ _-� _ �-: T �+)3.89�2__ I � �
2300 EL = 2,293.ro �� _� o EX�S � 2300 2292 ��
VC 90 � �� � ��
K = 29 �� --- � I - -I�-'-' (+�3•4727� _ :- I I _� _I -� � : �_� I i
� � o
DS = 30 MPH � - - - �� 3 /� � —' ,.-' '- ; _�t_. ; i � �
- -� ' 333 � � -�' _� -- - --- - - - � ,- -
� ,���� �, ,,, -� (+)6° �� .�'" i-� � ii � � ii
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2296 ' --- --�_-� - � --- �� � '"� I ' --'--��-�-- '-' - -' - - - '-1
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FROM STA. 18 + 20 TO STA. 19 + 00 (LT)
FROM STA. 20 + 00 TO STA. 20 + 50 (LT)
� _ i . i i i , i�_��_,_,�_ ,
� 2292 ��� ' ��� �� � � � �� � o � � � : �� o �v �� � �� �� � �� 2292 2284 i�
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i� ' _ _ _ + `v �n `v _ i_I � � _i _�i_� I �- EXIST
i_ �
- -- _-- - - -- --_ -- - - --- N `v � rn '_ �_�- _i �_ �_� __�_ _ _� �_ (+)2.30 %
� I�i II- _ - __ _ ._ ._ _ ._ __ _ - �� II II �f N - _ I i _�__�_�_-I�_I__ � -�j-I � i- /�
� 228H ,I�_ _ __ _ _ - � w N N _ _ � � . � 228H 2280 ,�
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� 2284 ,
. 2284 2276
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°� ', --- -- ---- - - -- --- ------- - - ---�-
� ', _ - - - - - - - - - -i_ �NOT Ee DESIGN SPEED SHOW N FOR V ERT ICAL CURV ES I
� ' '---' �---i- ---i �---i �_: -i ,_: _� �-: -;_ -: -; ,-: -; ,-. : ' /S UP TO 20 MPH LESS THAN OVERALL DESIGN
�� � 2 2 g � SPEED PER SUB -REGIONAL T lER DESIGN GUIDELINESe 2 2$ O 2 2%2
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\�r 19+00 20+00 21 +00 10+20
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BEGIN CONST RUCT lON
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// 1
i
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� � -� � � / EXIST lNG GROUND
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2304
2300
2296
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.
2304
2300
2296
� �\�(/�+� � L L — L�LJI./ T t IV U �JI-I�AUt
J9S�8 \ � PROPOSED -DR2- STA 10+83047 =
2 2 9 2 , T `� %\�� GRADE -DRI - ST A ll +40a87 2 2 9 2
___
�-I � ; �_� � � � EL = 2,284.83' �
� , i � , ,-�
i i�--! `' � ��,; ;�, iii i�i
� � � � � -�!� (-)/8% \� �'� � - - I�{ I-. ��
2288 ---- --,--�, ��. -�1�f l� - � �- � � 2288
- � ���_�� _ � ,-�- ---,-- --� � �—�-
-i ---i -� \
i i-i i--�i �-- \ EXISTING GROUND
��-� �- - �
' �5�,9% -_ -:_i i _'i _i _-�ii I!� - - - - i \
� � � 2284 ��� � � -��_��� ;- - �� � ��' ���� -o,qi_ -� 2284
\ p I � � � _ _ _ - i. �°� \\ PROPpsE� �
� -- -- _ _ __ __ `.
� I� i � � �_-� i
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� �: � (�4\ �
� �' � — '-! --- -�--�i �---
'�- _ ��- �
�-�a ROPpSED 2 2 8 0 ; �;' �_-I BEGIN GRADE Pl = l0 +73.47 � �� 2 2 8 0
� � ��
� -QR2- STA 10+30a00 E� = 2,285.98 I
__; _; _� ,�i�= :_= EL = 2,293.36' , , � �_ �� � �
_ Pl =_ 10+78.47 � � �,
� ��� � � � �
� � i- . -- I � - -- - - -; EL - 2285.23 �� �
2276 � �-' -'--: �-� �- --__ = _ _- _- _- __- � � � � 2276
� � � � � ���I� �I� ���I�� __I �
�
11 + 00
_---i----�-�-� i-i-�,-� i-i--i-i-i--� ;-i-,-� i-i-�-�-i-i-�,-� i-i--i-i-i--� ;-i-�-� i-�-�-�-i-i-�,-� -- -
2272
10+00 11+00
2272
�� �� �� � ��� � �����
�������� �� ���� ��
LOCATI01�: BRIDGE #009 O T�ER 1�lORTH PR01�G
ELLIJA Y CREEI� 01� SR 1001 �ELLIJA Y RD�
TYPE OF WORI�: GRADII�G, DRAII�A GE, PA T�I1�G � STR UCT URES
� � 111. C.D.O. T. WORK Z011tE TRAFFIC C011tTROL � o F
�- � 1561 MAIL SERVICE CEIIITER (MSC) RALEIGH, 11tC 27699-1561 �� NORT �/Gh.
J� ���� � 750 N. GREENFIELD PARKWAY GARNER, NC 27529 (DELIVERY) J�5 oF cq �L
PHONE: (919) 773-2800� FAX: (919) 771-2745 � �`° �o �,�
%�v. � �r3� 0 — Q Q' �i t1�
M;.n;'� ,s.a'.,.,� �
"�"i��"��:: ,. JOSEPH E. HUMMER, PE � �
� . STATE TRAFFIC MA11lAGEMEIVT E11tGI11tEER � � � �
� i �� ��� .� o
z
�� �� � TRAFFIC C0IVTROL PROJECT E11lGINEER o� ° o
\� � �� ��
�
T R A F F I C C 0 1 1 t T R O L P R OJ E C T D E S I G 1 1 t E 1 1 t G I 1 1 l E E R ���FtiT NSQ°GO
WORK Z011tE SAFETY � MOBILITY o �F TRP
"}'rom the MOUNTAI11iS to the COAST" TRAFFIC C011tTROL DESIG11t E111GI11tEER �F rRAFF�G
I1�DEX OF SHEETS
SHEET N0.
TMP-1
TMP-1A
TMP-2
TMP-3
TMP-4
TMP-5
TITLE
TITLE SHEET, VICINITY MAP, AND INDEX OF SHEETS
ROADWAY STANDARD DRAWINGS AND LEGEND
TRANSPORTATION OPERATIONS PLAN
TEMPORARY TRAFFIC CONTROL PHASING
PHASE I DETAILS
PHASE II DETAILS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Sm� T STV Engineers, Inc.
j� ��� 90� West Trade St., ��aite %15
C�Cl/UJi Charlotte, NC 2R202
NC License Number �-0991
NIKKI T. HONEYCUTT, PE
TRAFFIC ENGINEER
STEPHANIE M. PHILLIPS, EI
TRANSPORTATION DESIGNER
APPR O VED:.
DA TE:
����\\�N'CAR� ///����
. � �/N %
�` �� .�FESS%pN •; 9 '��
= ��Q� 9�.�� =
- SEAL =
= 039234 ;
; � ' '
�
:�ti'.<�NGINEE�'�.`�
,�•�� • , • � \�.
�,����,r I fHl�`�(\\\\��
�]H[]ElE°1[° 1�i�➢.
TMP-1
R OAD WA Y S TAI�DARD DRA WI1�GS
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
DATED JANAUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
ARE CONSIDERED A PART OF THESE PLANS:
STD. N0.
1101.01
1101 .02
1101.04
1101 .05
1101.11
1110.01
1110.02
1130.01
1135.01
1150.01
1180.01
1205.01
1205.02
1205. 10
1261.01
1261 .02
1262.01
TITLE
WORK ZONE WARNING SIGNS
TEMPORARY LANE CLOSURES
TEMPORARY SHOULDER CLOSURES
WORK ZONE VEHICLE ACCESSES
TRAFFIC CONTROL DESIGN TABLES
STATIONARY WORK ZONE SIGNS
PORTABLE WORK ZONE SIGNS
DRUM
CONES
FLAGGING DEVICES
SKINNY-DRUM
PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
PAVEMENT MARKINGS - TWO LANE AND MULTILANE
PAVEMENT MARKINGS - BRIDGES
GUARDRAIL & BARRIER DELINEATOR SPACING
GUARDRAIL & BARRIER DELINEATOR TYPES
GUARDRAIL END DELINEATION
ROADWAYS
GENERAL
� DIRECTION OF TRAFFIC FLOW
.
�'�� DIRECTION OF PEDESTRIAN TRAFFIC FLOW
---------- EXIST . PVMT .
�� ���
• �� �
.- • ._•-•�
NORTH ARROW
PROPOSED PVMT.
WORK AREA
REMOVAL/BREAKING OF PAVEMENT
TEMPORARY PAVEMENT
TRAFFIC CONTROL DEVICES
BARRICADE (TYPE III)
CONE
DRUM � SKINNY DRUM O TUBULAR MARKER
TEMPORARY CRASH CUSHION
FLASHING ARROW PANEL (TYPE C)
FLAGGER
LAW ENFORCEMENT
TRUCK MOUNTED IMPACT ATTENUATOR (TMIA)
CHANGEABLE MESSAGE SIGN
TEMPORARY SIGNING
IQ PORTABLE SIGN
� STATIONARY SIGN
p STATIONARY OR PORTABLE SIGN
SIGNALS
� �E
�EXISTING � PROPOSED � M TEMPORARY
�----- � � p
�-� PORTABLE TRAFFIC SIGNAL
LE GE1�lD
TEMPORARY PAVEMENT MARKING
PAINT 4"
PA
PAI NT 24 ►►
P2
WHITE EDGE LINE
WHITE STOPBAR
PAVEMENT MARKINGS
EXISTING LINES
TEMPORARY LINES
PAVEMENT
MARKING SYMBOLS
� � PAVEMENT MARKING SYMBOLS
Srr,` , STV Engineers, Inc.
j�/ ��� 900 West Trade St., Sui�te 715
e��j� Charlotte, NC 28202
NC License Number F—�99'I
BRIDGE �550009
APPROVED: N O F y�
\S�ooF NORTH �y
����iiiiii►,i, �q /v
DATE: \\�����.�� CARO�i �''% � .�� '� �'�,�
,�` ��• ESS%p' N'� �'% � �� � �r
' ;'Q��� N9<'•; ' � �� � ,�
_ ROADWAY STANDARD
= SEAL = o
SEAL = 039234 ;� m °�' D RAW I N G S& L E G E N D
' ' ' °� �°
'��•� FNGINE�Q'�',l'�`•� ?' �� ,�� �
��i � �� • � li ��� � ��C. �Q- Z
� c�Q �
//������iiHi�����\\ ZO�T oF TRPN G
DOCUMENT NOT CONSIDERED FINAL � rRAFF�G
UNLESS ALL SIGNATURES COMPLETED
GE1�lERAL 1�0 TES
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE
TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,
SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE
ENGINEER.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN
OR DIRECTED BY THE ENGINEER.
LANE AND SHOULDER CLOSURE REQUIREMENTS
A) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.
B) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY
STANDARD DRAWING N0. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.
C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
STANDARD DRAWING N0. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL.
WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN
TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
STANDARD DRAWING N0. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL.
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
EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.
E) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN
TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED
WITH GUARDRAIL OR BARRIER.
PAVEMENT EDGE DROP OFF REQUIREMENTS
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
EDGE OF PAVEMENT DROP-OFF AS FOLLOWS:
BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS OF 45 MPH OR GREATER.
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS LESS THAN 45 MPH.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE
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) 350 ft IN ADVANCE AND A MINIMUM
OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA.
PR OJEC T 1�10 TES
TRAFFIC PATTERN ALTERATIONS
H) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY
TRAFFIC PATTERN ALTERATION.
SIGNING
I) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE
(3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
J) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
TRAFFIC PATTERN.
TRAFFIC CONTROL DEVICES
K) 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,
10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY.
REFER TO STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS
1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL
REQUIREMENTS.
L) PLACE ADDITIONAL SETS OF THREE CHANNELIZING DEVICES PERPENDICULAR TO
THE EDGE OF TRAVELWAY ON 500 FT CENTERS WHEN OPENED LANES ARE CLOSED
TO TRAFFIC.
PAVEMENT MARKINGS AND MARKERS
M) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS
ON INTERIM LAYERS OF PAVEMENT AS FOLLOWS:
ROAD NAME
SR 1001 (ELLIJAY RD) ( -L- )
MARKING
PAINT
MARKER
NONE
N) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A
SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL
APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER.
0) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING
LINES.
P) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND
MARKERS BY THE END OF EACH DAY'S OPERATION.
MISCELLANEOUS
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
THE ENGINEER. PLACE BLACK ON ORANGE "LOOSE GRAVEL" SIGNS (W8-7)
AND BLACK ON ORANGE "PAVEMENT ENDS" SIGNS (W8-3) 100 FT AND 200 FT
RESPECTIVELY IN ADVANCE OF THE UNEVEN AREAS. USE DRUMS TO
DELINEATE THE EDGE OF ROADWAY ALONG UNPAVED AREAS.
PROJ. REFERENCE NO. SHEET NO.
17BP.14.R.158 TMP-2
Sr�-�� T STV Engineers, Inc.
1�i 100 900 West Trade St , Suite 715
eQ�� Charlotte, NC 28202
NC License Number F-0991
BRIDGE �550009
LOCAL 1�OTES
1. CONTACT MACON COUNTY EMERGENCY SERVICES AND SCHOOLS
AT LEAST ONE MONTH PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR SHALL BUILD AS MUCH AS POSSIBLE AWAY FROM TRAFFIC.
MA 1�A GEMEI�T
S TRA TEGIES
PHASE I- TRAFFIC WILL BE MAINTAINED ON THE EXISTING ROAD, BUT REDUCED
TO ONE LANE USING TEMPORARY SIGNALS AND PAVEMENT MARKINGS AS THE NEW
ALIGNMENT IS CONSTRUCTED.
PHASE II - TRAFFIC WILL BE SHIFTED TO ONE LANE ON THE NEW ALIGNMENT
USING TEMPORARY SIGNALS AND PAVEMENT MARKINGS WHILE THE REMAINDER IS
CONSTRUCTED. A FLAGGING OPERATION WILL BE USED TO CONSTRUCT THE NEW
TIE-INS.
PHASE III - THE TEMPORARY TRAFFIC SIGNALS WILL BE REMOVED AND TWO WAY
TRAFFIC WILL BE MAINTAINED USING TEMPORARY LANE CLOSURES TO CONSTRUCT
THE FINAL PAVEMENT SURFACE AND PAVEMENT MARKINGS.
APPROVED: o F
N N�G
�� NORrH y
���►iiiii►��� �`' oF �.y /y
DATE: \\��.��,�H CARO��'�.,� � .�`� Ro� �t-
;'�°.oFEss;°ti"q �-',; °�� 2�' TRANSPORTATION
� ;�Q� 9<' ; — ,� � � �
= SEAL = � 0 P E RAT I 0 N S
SEAL = 039234 _ � R' o -'
� � � -o
_ • • � O
'%,���FN�INEE ��,.� � �� � �� P LAN
�\\ • �'�• Q � p
///,/����H�Oj�1\ \\\ 2� T OF TRPN`' G
DOCUMENT NOT CONSIDERED FINAL �F rRAFF�G
UNLESS ALL SIGNATURES COMPLETED
STEP 1:
PR OJEC T PHA Sl1�l G
PHASE I
INSTALL ADVANCED WORK ZONE WARNING SIGNS IN ACCORDANCE TO NCDOT RSD.
1101.01 SHEET 3 OF 3.
STEP 2: USING NCDOT RSD. 1101.02 SHEET 1 OF 15, INSTALL PORTABLE TRAFFIC SIGNALS,
SIGNING, TEMPORARY PAVEMENT MARKINGS, TEMPORARY GUARDRAIL, DRUMS AND TEMPORARY
SHORING N0. 1 AND N0. 2 AS SHOWN ON SHEET TMP-4. ONCE SIGNS AND DEVICES ARE IN
PLACE, ACTIVATE PORTABLE TRAFFIC SIGNALS AND PLACE TRAFFIC INTO A ONE-LANE,
TWO-WAY OPERATION.
STEP 3: REMOVE EXISTING LEFT SIDE BRIDGE RAIL AND SAW CUT AND REMOVE LEFT SIDE OF EXISTING
BRIDGE.
STEP 4: CONSTRUCT LEFT SIDE OF BRIDGE, GUARDRAIL, AND -L- (SR 1001) FROM +/- STA. 14+50
TO 20+60, UP TO BUT NOT INCLUDING FINAL LAYER OF SURFACE COURSE AS SHOWN ON
SHEET TMP-4.
PHASE II
STEP 1: USING NCDOT RSD. 1101.02 SHEET 1 OF 15, INSTALL SIGNING, TEMPORARY PAVEMENT
MARKINGS, TEMPORARY GUARDRAIL AND DRUMS AS SHOWN ON SHEET TMP-5. ONCE
SIGNS AND DEVICES ARE IN PLACE, ACTIVATE PORTABLE TRAFFIC SIGNALS AND SHIFT
ONE-LANE, TWO-WAY TRAFFIC ONTO THE NEWLY CONSTRUCTED LEFT SIDE OF -L-.
STEP 2: AWAY FROM TRAFFIC REMOVE EXISTING BRIDGE, CONSTRUCT RIGHT SIDE OF BRIDGE,
AND RIGHT SIDE OF -L- (SR 1001) FROM +/- STA. 14+50 TO 20+60, UP TO BUT
NOT INCLUDING FINAL LAYER OF SURFACE COURSE AS SHOWN ON SHEET TMP-5.
STEP 1:
STEP 2:
STEP 3:
PHASE III
USING NCDOT RSD. 1101.02 SHEET 1 OF 15, REMOVE TEMPORARY GUARDRAIL, TEMPORARY
TRAFFIC SIGNALS AND CONFLICTING TEMPORARY PAVEMENT MARKINGS.
USING NCDOT RSD. 1101.02 SHEET 1 OF 15, INSTALL FINAL LAYER OF SURFACE
COURSE AND PAVEMENT MARKINGS ON -L-.
ONCE ALL CONSTRUCTION IS COMPLETE, REMOVE ALL SIGNS AND DEVICES AND PLACE
TRAFFIC IN ITS FINAL PATTERN.
PROJ. REFERENCE NO. SHEET NO.
17BP.14.R.158 TMP-3
Sr�-�� T STV Engineers, Inc.
1�i 100 900 West Trade St , Suite 715
eQ�� Charlotte, NC 28202
NC License Number F-0991
BRIDGE �550009
APPROVED: o F
N N�G
�� NORrH y
���►iiiii►��� �`' oF �.y /y
DATE: \\��.��,�H CARO��'�.,� � .�`� Ro� �t-
�` ��• FESS/0��'q �'% � �� � s
; ..�p . 2
= �� 9�'�: � � � � � TEMPORARY TRAFFIC
= SEAL - o
SEAL = 039234 ;� m °�' CONTROL PHASING
: : .�
" ' � °� �°
'�.,?�j�FNGINE� �'���: P¢ ��� � ��
� ti Q� p
//�������H��N���\\ 2p^,T °F TRPNS G
DOCUMENT NOT CONSIDERED FINAL F rRAFF�G
UNLESS ALL SIGNATURES COMPLETED
PA T�EMEI�T MARKI1�l G PLA1�l
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS„ _
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
DATED JANAUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
ARE CONSIDERED A PART OF THESE PLANS:
STD. NO
1205.01
1205.02
1205.12
1261 . 01
1261.02
1262.01
TITLE
PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
PAVEMENT MARKINGS - TWO LANE AND MULTILANE ROADWAYS
PAVEMENT MARKINGS - BRIDGES
GUARDRAIL & BARRIER DELINEATORS - INSTALLATION SPACING
GUARDRAIL & BARRIER DELINEATORS - TYPES AND MOUNTING
GUARDRAIL END DELINEATION
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE
CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED
BY THE ENGINEER.
A. INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE.
ROAD NAME: MARKING
SR 1001 (ELLIJAY RD) PAINT
B. TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.
C. REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS.
C. TEMPRORAY PAVEMENT MARKINGS ARE PLACED IN ONE(1) COAT OF PAINT, AND
FINAL PAVEMENT MARKINGS ARE PLACED IN TWO(2) COATS OF PAINT.
_---
_ _ —
_ — — _
_ _ _ — — — _ _ —
_ — — _ _ _ —
_ —
_ _ _ — — — — BEGIN PA P/ MARKINGS
T lE T 0 EXIST lNG
—L — ST Ae l4 +50
K1
O
N
�
�
�
�
PA — PAINT (4" WHITE)
PI — PAINT (4" YELLOW)
,
--�-----
0
—L—
�—
LLIJAY ROAD
�� I
PAVEMENT MARKING SCHEDULE
WHITE EDGELINE
— — — — — — _ _` �
�SR 1001� '�,
��
DOUBLE YELLOW CENTER LINE
�_
P/
�` ��
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� \ ��
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�0 �
\
\
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
APPROVED:
DATE:
,,,,,,►�����►�,,,
\\��� ��H CARO</ �''�,
;` ��•oFESSIp;��q �'%;
� tQ� q� •: %
= SEAL =
= 039234 =
:'L.'• �' GINE,�'�. :
. i .,!V E � .
/ �� \ \
\�
�'�i�� �/T'fHl����
PROJ. REFERENCE NO
17BP.14.R.158
SHEET NO.
PMP-1
Srr,� T STV Engineers, Inc.
�� ��� 90Q West Trade St., Suite 715
El!'/t/Ji Charlotte, NC 28202
�JC License Nun�l�er F-0991
BRIDGE #550009
NAD 83 Nq 2011
END PA Pl MARK/NGS
T/E T 0 EXIST lNG
—L— STAo 20+60
PAVEMENT MARKING DETAIL
SCALE: 2 Q
DATE: Q 1 � O9 � 1 8
DWG. BY: E RW
DESIGN BY: E RW
REVIEWED BY: MBE
r�
J�4� �Hp 9
Q Q � �
� N
i
� q o2
� P, v J
�
CADD
FILE
REVISIONS
• �
BEGI1� PROJECT WBS 17BP.14.R.158
-L- STA.14 + 50.00
E� TO US 64
BEGI1� C01�STR UCTI011t WBS 17BP.14.R.158
-L- STA.14 + 40.00
THIS PROJECT HAS
BEEN DESIGNED TO
SENSITIVE WATERSHED
STANDARDS.
ENVIRONMENTALLY
SENSITIVE AREA(S) EXIST
ON THIS PROJECT
Refer To E. C. Special Provisions
for Special Considerations.
GRAPHIC SCALE
PLANS
THESE EROSION A1VD SEDIME11rT
CONTROL PLANS COMPLY WITH
THE REGULATI011IS SET FORTH
BY THE NCG-010000 GENERAL
C011lSTRUCTl011i PERMIT EFFECTIVE
AUGUST 3, 2011 A11tD ISSUED BY
THE 11lORTH CAROLIIVA DEPARTMENT
OF ENVIROIVMENT AND NATURAL
RESOURCES DIVISION OF WATER
RESOURCES.
�� �� �� ���� � �����
�������� �� ���� ��
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,; � �� �� � �; �� � � � �� � � �� �
� � . . . � ��
LOCA TI01�: BRIDGE #��0009 � T�ER 1�OR TH PR 01�G ELLIJA Y CREEK
01� SR IOOI (ELLIJA Y RD)
TYPE OF WORK: GRADI11tG, l'A T�I11tG, DRAII�AGE, �
�,S ��RI,
� RT�
�s pR
��N\�s END BRIDGE
����.
E�
�FFK��S� -L- STA. 17+43.87
CR
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JS-
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�- \ .
BEGIN BRIDGE
-L- STA. 16 + 71.2 0
Prepared ln the Offlce of:
S�� T STV Engineers, Inc.
� ��� 900 West Trade St., Suite 715
C�Cl'/UJi Charlotte, NC 28202
NC License Number F-0991
Designed by.
DA VI1�I C. MORRIS011t, PE 3126
NAME LEVEL lil CERTIFICATION NO.
�s\�s\ �
'•.\✓S
\�S
�.
\��
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�s
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tJ1
Revlewed In the Offlce of:
STR UCTURE
NAD 83 `
N'4 2011
STATE STATE PROJECT REFERENCE NO. SHEE� T�TAL
NO. SH��TS
� � � � l���old.Ra15� ECpI i
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
17BP.14.R.158 P.E.
17BP.14.R.158 R�W & UTILITIES
17BP.14.R.158 CONSTRUCTION
������N �1N� ���IM�N� C�NT��� M���U���
ES d• � �escri�Eion �1
1'V¢/o.0¢) ll �Il7t71]��IC°a`AIC`g' �`Illl� �Il��llIl---------------------- TSD
1630.05 ��p������� �Il��Ila����Il ,.p �
1605.01 ������� �� ���� ]F����
1606.01 ����a�� ���a���� ������� I�����
1622.01 ��Il�� ��� ����m���, I����� ��� ����� �a�Il�� �� �-
16�0.02 �Il�� ]B��Il� ���� 1� �
1�33.01 °II°������� �� IE���� �Il�� �C����� �'���� � �
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1633.02 �������,�� 1���➢� �Il�� �����1� �`'����I� '
���E��� � ��n� �Il��m ������ � ew-
CFW -
163�.01
1�3�.02
16�5.01
1�35.02
1630.0�
16�0.0�
16�2.01
1632.02
1632.03
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E1�D PROJECT WBS 17BP.14.R.158
-L- STA. 20 + 60.00
R OADSIDE E1�iVIR 01�ME1�TAL U11 tIT
1 South Wilmington St.
Raleigh, 111C 27611
2018 STA11lDARD SPECIFICATI0111S
Revlewed by.
REID WHITEHEAD, CPESC
E1�D C011tSTR UCTI01� WBS 17BP.14.R.158
-L- STA. 23 + 26.00
THIS PROJECT CONTAINS
EROSION CONTROL PLANS
FOR CLEARING AND
GRUBBING PHASE OF
CONSTRUCTION.
Roadway Standard Drawings
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
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A
1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B
1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C
1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A
1622.01 Guide for Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B
1630.01 Rser Basin 1634.01 Ternporary Roek Sediment Dam Type A
1630.02 Silt Basin Type B 1634.02 Temporary Rock Sediment Dam Type B
1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A
1630.04 Stilling Basin For Pumped Effluent 1635.02 Rock Pipe Inlet Sediment Trap Type B
1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle
1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing
1631.01 Matting Installation
SEDIMENT CONTROL STONE
STRUCTURAL STONE
1' MIN
EXCELSIOR
MATTING
EXCELSIOR
MATTING
PLAN
�2/3 CHANNEL
WIDTH
o � o� �
�
� � � �i
SECTION A-A
O
A
See Inset A
NOTES:
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1633.01.
USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE
MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
TO BE APPLIED TO EACH ROCK SILT CHECK.
INITIALLY APPLY
TO TOP OF MATTING
EVENT THAT EQUALS
4 OUNCES OF
SECTION AND
OR EXCEEDS
POLYACRYLAMIDE (PAM)
AFTER EVERY RAINFALL
0.50 INCHES.
INSET A
CLASS B STONE
c
1' MIN
12►►
o J � o
O��O�
� D � O D � O D�
� � � � � � 0 � n
� � o O o o G o o O G o O G o
�o � �o � �o � �o �� �o �
SECTION B-B
���o o�
�
^o�Go
o ���
EXCELSIOR
MATTING
�
CLASS B STONE
�IOT TO SCq�E
��������
�" [ � .�� "I�I���I�
C�> 1�� I-I 1� 1 I-I ���� .-� ���
\ (�� i'� ' I ' I-I � � . �� i'� (�> [ . [ \ . ��
IL TABlLlZA Tl 1�l
1��A TTI1�lG FOR ER �S101�1 C01�TR OL
CONST LINE FROM T� SIDE
SHEET lV Oo ST AT l0/V ST AT IOIV EST /MAT E (SY)
�- - I, - 0 I STUK��D AK�AS P� � C� I N � N� l� T/ � T 9 50
�- - I� - � D I TGH I�+ 50 I 5+ 00 I�T 35
5U TOTAI� 985
M15G���AN� U5 MATTIN� TD �� INSTA ��D A5 DIK� T�0 �Y TH� NG�IN��K 0
TOTA� 985
5/�Y 985
MMAR Y HEET
U
PERMAI�EI�T S�IL REII�FORCEME1�lT MA T
COIV ST L�NE FROM T� Sl ES IMAT (SY)
SHEET NOa ST AT l0/U ST AT lON DE T E
�/5 - I� - I 8+ 20 I 9+ 00 I�T �0
5 -I�- 20+00 20+ I 3 I�T I 0
5 -I�- 20+ I 3 20+50 I�T 20
5U TOTAI� 70
AnDITIDNA� PSKM TD �� IN5TA1•��0 0
1'OTAI� 70
5AY 70
��������
�" [ � .�� "I�I���I�
C�> 1�� I-I 1� 1 I-I ���� .-� ���
\ (�� i'� ' I ' I-I � � . �� i'� (�> [ . [ \ . ��
SITE DESCRI�TlOIU STABI�IZ�ITlOI� T/ME
T/ME�R�IME EXCE�TlOIUS
PERIMETER DIKES9 SWALES9 DITCHES AND S�OPES 7 DAYS NONE
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 30l 7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2019 14 DAYS ARE ALLOWEDo
SLOPES 30l OR FLATTER 14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTHo
ALL OTHER AREAS WITH SLOPES FLATTER THAN 40l 14 DAYS NONE9 EXCEPT FOR PERIMETERS AND HQW ZONESo
P TING DETAILS
SEEDLING / LINER BAREROOT PLANTING DETAIL
HEALING IN
1. Locate a healing—in site in a shady, well
protected area.
2. F.Ycavate a flat bottom trench
12 inches deep and provide drainage.
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. �
4. Place a single layer of plants �/ �'' � ��
against the sloping end so that �
the root collar is at ground level.
// .: , I .'. . . :.
\\//\
ij�%��%�
��������,.
���i�ii
i��i
�� �
5. Place a 2 inch layer of well rotte
sawdust over the roots maintaining
a sloping angle.
LLL1J_L1-1 1J_LL'1_
\�� .,
/ ; .
• .
%
y
6. Repeat layers of plants and sawdust
as necessary and water thoroughly.
m
DIBBLE PLANTING METHOD
USING THE KBC PI.ANTING BAR
1. Insert planting bar 2. Remove planting bar
as shown and pull handle and place seedling at
toward planter. correct depth.
I
4. Pull handle of bar 5. Push handle forward
toward planter, firming firming soil at top.
soil at bottom.
PLANTING NOTES:
PLANTING BAG
During planting, seedlings
shall be kept in a moist
canvas bag or similar
container to prevent the
root systems from drying.
KBC PLANTING BAR
Planting bar shall ha�e a
blade with a triangular
cross section, and sha11
be 12 inches long,
4 inches wide and
1 inch thick at center.
ROOT PRLTNING
All seedlings shall be root
pruned, if necessary, so that
no roots e�tend more than
10 inches below the
root collar.
3. Insert planting bar
2 inches toward planter
from seedling.
�
6. Leave compaction
hole open. Water
thoroughly.
GRAPHIC SCALES
� � � .�
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.,
���� �� � � ��� ��� ����
�� ��� � � ���� ���
LOCA TI01�: BRIDGE 1�0. �50009 O T�ER 1� PR 011 tG ELLIJA Y CREEI�
41� SR 1001 (ELLIJA Y R OAD)
TYPE OF WORI�: AERIAL POWER � TELEPH0I�E
BEGI1� C011tSTR UCTI011t WBS I7BP.14.R.158
—L— STA.14 + 40.00
J �5
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—Sf �
B URIED TELEI'H01�E
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sr--__.�RTIi PR—�s � `
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�sAY CREEK � —� , �� �
_-- I
-----_ ___ _ I'' __.—���� ' /�
__-- �-- /
END BRIDGE
-L- STA. 17 + 43.87
�, �
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-L- STA. 16+71.20 \�` \\��
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BEGI11t PROJECT WBS 17BP.14.R.158
U STA.14 + 50.00
I1�DEX OF SHEETS
SHEET 11t0.
UO 1
UO-2
DESCRIPTI01�
TITLE SHEET
UTILITIES BY OTHERS PLA1� SHEET
�
E1�D PROJECT WBS 17BP.I4.R.158
—L— STA. 20 + 60.00
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UTILITY O W1�ERS 41� PROJECT
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PLA11lS
PREPARED
BY:
raughn & Melfon
Consulting Engineers
1318-F Patton Aveo
Asheville, NC 28806
828•253•2796
NC License Number F-1088
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17BP.14. R.158
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N'4 2011
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Robert Golding
Lynn Mann, P. G.
PREPARED FOR THE OFFICE OF:
DI VISI0111 OF HIGHWA YS
UTILITIES E111GI11�EERIIIIG
SECTl0111
1591 MAIL SERVICES CE11tTER
RALEIGH NC 27699 1591
PH011tE (919) 250-4128
FAX (919) 250-4119
DIVISI0111 UTILITY COORDIIIIATOR
UTILITIES PROJECT COORDI11lATOR
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: ��, i� �i � : � � � i �i i : i i�i!_�, /� — - � � —i_—
� �� � �� �� � � 2295
2295 � � � � , �; �� ��� I�I �� �� � �� �� �� � �� �� � ' � � , � � �� � ,
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: I � :� � � I I I I IIIIIII � I I I I I I I I
__ i I - li ii li I II ii II I il ii iiii �i'il i I i I I i il ill ill I i il ill " i ii i ii ill i i i i i i I I i i � �ii i i i I I i Ili li i I Ili I i i I�Y-. -;j--
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Ii Ili Ilil� lil� i I li ii I. i il li I.I ii ii II� ill i I I i il I I i il ill ili i i ii lili i i I i i i" i iii i ii ' i i ii i i I I Ili i I Ili Ili i I
2290 -._: � _: � _ ��_ _ - _:__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - — - i _ i- _ �_� _ .__ ._ _i _ _. _ _ , � : - _i_i i - - - - - - - - - - - - - - - - - - - = 2290
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_ — — — — — — — — — — — — — —
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2280
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2275 � � � � � � �
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_ _ __ _ _ _ _ __ _ __ i i;, �; ;,,� � �
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_ _ _ � � ; 2272.5
2270 _ - _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ �_
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_ IJZ 1_I _ 1_I= 1_I= =1—I =L �I — — — 1 T�-C - C — _
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� � �� � �� , �� �� �� �, , - ___ __ _ _ _ � 2285
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_ i i_i _ i_i i_i i_ LL / i i_� _ _ �- _ _
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1 I 1 I I 1_I _ 1-I� I-I '- / � I I I-I I_ _ I_C � I _ _�__ _ _ _ _ _ _ _ _ _ _ - _
_ i_ i_ _i _ i_i _ i__ . / I i i i i _ _ i i i - - � _ __ --- _____ _ _ ___ _ _ ___ _ _
ii ii i �i � / i i ii i ii i i � i
- �-�z �-i= i �i - _ � � _� r zi =i-� -1 - i-� � =i - ;_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2280
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1_ / � �_ I_I -_ 1 I CI -- LI C I
_ ,— i / i � � I i i i i i i i — — --- — -- -- — --- --- -- -- --- — — — F�_I�—�I—i—�—.
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_ ��z ._ � ; �- t s�_i _ t t zt zt_i _ t_r t zt zt_i - ,_ - - - - - - - _ - - _
_ i_�� i i_i _� i_i _ _ ' i_ i_i _ _ i_i i i _ _ _ i_ _ - - - _ _ _ _ _
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i -- � � � � � � � � � � , ___ __ _ ___ _
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/ ,- - - - i-�- - -
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2280 � � �-� '� '� �'� --� '� - - � � � � � � � -; � � � � � � � � � � � � � � � � � � � '' '' I'� '� '� � � '� � '; ', -��-� � �� � �. �� � 2280
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_ � ---�--- � - � ----�-__ ___ __ _ _ _______ ___ __ _ _ _______ ___ _ _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ - - ----- ___ ___ __ - ----- --- --- -- --------!--- �- - --�--- -� ---� _ _
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T � i i i i i i i i i i � i i i � i i i i �i i � i i i i i i � � i i i i i i
2290 �� � �� � ��� � - - - -- �� � � � �� � � � �� � � � � � � �� �� � �� � � � � �� � �� � � � � � 2290
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I-I I �I-I I � � I I I 1 1 1 1 1 1 I 1 1 1 1� I I 1 1 I I I I I I I I I I I I �
_i _ —i -_ �___ ___ __ _ _ ____ __ _ _ _ _ ___ __ _ ___ _ _ _ _ _ _ _ _ _ _ _ - ----- _ _ _ _ _ _ -- --- _ _ _-- -- - -- ---- ,-i i i - - i_ i_ _i _ i_i i-i�- �-i i � -�i i _ _ i i i i _ _ i i i - - ; - - -- --- -- - - -- - - -- ! . . .
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2285 -._-_._._��_.__�____ _ _ __ _ _ _ _ __ _ _- - - -_______ ___------ -----.._ _. = z� =.s. ;z =- --- _ - _ __-____ _ __- 2285
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I I I I I I I I I I I i I I i i i i I I I i I I I i I i �/
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! _ i i i i I i i___ ___ __ _ _ _______ __ __ _ _ ___ ____ _ _ _ _ _ _ _ _ _ __ I _ i i _ i_ i_ I I i_ i_i I_ i_ i _I i_i _ i i i _i _ i i i i i � --
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_u � _.__�_i_ �_ ' ' i__i___ ___ __ _ _ _______ ___ _ _ _ _______ _ _ _ _ __ _ __ _ _ ___ _ _ _ _ _ _ _ -- -- - - -- ' ' -- --�--i_i i i _ i_ i_i _i �_ i_i _ i_i �_ i_i i_i _� i_i _ i_ i_i _ _ i_i i i _ i_ - - -- --- � � � - - -
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2280 �� �-��� �� -- � � - - �� � � � � � �� � � � �� �� � � �� �� �� �� �� � � �� �� �� � � , ; ' � � 2280
_:- _ �O ' : i i_i i i i_ i_i _i i i i i_._� i_� i i_� i �_� _ i i i_. i_i _ i_i i i - --- - �, , i -- -- ��
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� � � ! `. � � �_ �_ N � �� �� ��� ��� � �� � � � � �� ,
i i I_i I i I �; i � � _� ___ __ _____ ____ ___ __ _____ ____ , � � __� __ �� -� � i , �i � i i i i i i i i i i i i i i i i i i i i i i i i i i i i � '
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2275 - � C' -'__= - - - - - - - - - - _ _ _ N 0. 02 0 , �- t-t= _ _ _ _ - - - - i - - _ _ _ - - - _ _ _ 2275
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2295 �� � �� ��� ��� � � � — � � � � � � �� �� � � �� �� �� �� �� �� � � �� �� �� � � �� � � 2295
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i i i i ! i ! - - - I i I i � i � ---_1___ _� � � � i i � i i ! i ! - - �
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2285 �� � �� ��� ��� —, _ _ _ _ __ _ _ _ _ __ _ � __ _ _ _ _ __ _ _ _ _ __ __�� � � �� �� �, �� , � �� �� �� � � ��- � - - — — -- — — — — — � 2285
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i � i i i _ _._.� _i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ i i i i � i i i � � �_ � \ -�-�-�- -.-I � i � i i - - i- - - - - - - - - - - - �
_� �- �� i � �--� � - _ _ _ __ i - i ii � � i �i �i i �� ;,_ ,��_i �\\ : �i � � _ _ __ —
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2280 � � _�- _n- � ��� _i- _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ -� -� �-r- -� - - i -- _ - - i - i-- - i --i _ _ i - i-- - i-�- i-i�- i�- � �- i�- i-n- �-i�- i�- i �- ��- i-n- m- -n-i -m�-�-� . ____- � � i-- I ---i=.�l - -I - - - i - - 2280
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2275 ,��� �, ;, , � � � � , ����� �� �� �� ��� �� ���� � � � � � �� ������ ��� �� ; � ���� 2275
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(TYP.)
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END BENT 2
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O �,
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60 ° —00'-00"
EARTH BERM
EL. 2268°00
O OO OO O`\ PC STA. 17+34.93 —L—
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EL. 2269.00
HYDRAU�IC DATA
DESIGN DISCHARGEe___________________ 900 CFS
FREQUENCY OF DESIGN FLOOD:__________5 YRS.
DESIGN HIGH WATER ELEVATION:_______ 2273.2
DRAINAGE AREAe ______________________ 7.3 SQ. MI.
BASE DISCHARGE (Q100): _______________ 2,400 CFS
BASE HIGH WATER ELEVATION: _________. 2276063
O�ERTOPPING DATA
OVERTOPPING DISCHARGE: ______________ 1,200 CFS
FREQUENCY OF OVERTOPPING: ___________ 10 ± YRS.
OVERTOPPING FLOOD ELEVATION:_______ 2275.2
WeP.2C�FILLFACE HORIZONTAL CURVE
END BENT 2
ON EXTENDED TANGENT D A T A — L—
STA.17+43.80 —L—
OFFSET 0.127' LT.
PI = 18+81.06
END APPROACH SLAB 0= 50 °-28'-30.3" (RT.)
ON EXTENDED TANGENT EXTENDED TANGENT D= 18°-28'-57.0"
STA. 17+54.47 —L— L = 273.10'
-------- OFFSET 0.617' LT. T= 146.12'
R = 310.00'
\ �� `
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STRUCTURE
--.��_--- -----i
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EARTH BERM �
ELa 2269.00
��.
REMOVE EXIST.END—
BENT TO AVOID
CONFLICT WITH
PROPOSED END BENT
PLAN
(STEEL PILES NOT SHOWN FOR CLARITY)
S�
60 ° —00'-00"
(TO EXTENDED
TANGENT)
t��
18+�0
�
IONI pN M SR 1521
�uNT QIN RD.)
STV STV ENGINEERS, INC.
1�� 900 West Trade St., Suite 715
eQ/�/� Charlotte, NC 28202
NC License Number F-0991
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
PROJECT N0. 176P.14.R.158
MACON COUNTY
STATION: 17+07.50 -L-
SHEET 1 OF 2
REPLACES BRIDGE N0.009
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GENERAL NOTES
ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADING.
THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONSe
THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1.
FOR OTHER DESIGN DATA AND GENERAL NOTES,SEE "STANDARD NOTES" SHEET.
FOR EROSION CONTROL MEASURES,SEE EROSION CONTROL PLANS.
THE EXISTING STRUCTURE CONSISTING OF (1) 41'-0"± TIMBER FLOOR ON STEEL I—BEAMS SPAN WITH A CLEAR ROADWAY WIDTH OF 24'-0�/2" ON YOUNT MASONRY
ABUTMENTS AND LOCATED AT THE PROPOSED STRUCTURE SHALL BE REMOVED IN STAGES.THE EXISTING BRIDGE IS PRESENTLY POSTED FOR LOAD LIMIT.
REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO ALLOW DEBRIS TO FALL INTO THE WATER. THE CONTRACTOR SHALL REMOVE THE
BRIDGE AND SUBMIT PLANS FOR DEMOLITION FOR REVIEW IN ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.SEE PLAN AND
ELEVATION FOR ADDITIONAL NOTEe
INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL CONTAINS LEAD,THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLE 107-1 OF
THE STANDARD SPECIFICATIONSe ANY COSTS RESULTING FROM COMPLIANCE WITH APPLICABLE STATE OR FEDERAL REGULATIONS PERTAINING TO HANDLING OF
MATERIALS CONTAINING LEAD BASED PAINT SHALL BE INCLUDED IN THE BID PRICE FOR "REMOVAL OF EXISTING STRUCTURE AT STATION 17+07.50 —L—e"
THE MATERIAL SHOWN IN THE CROSS—HATCHED AREA (ON SHEET 1 OF 2)SHALL BE EXCAVATED FOR A DISTANCE FROM THE CENTERLINE OF ROADWAY OF
APPROXIMATELY 20 FT± (LEFT) AND 30 FT± (RIGHT) AT END BENT 1 AND 24 FT± (LEFT) AND 20 FT± (RIGHT) AT END BENT 2 AS DIRECTED BY THE ENGINEER.
THIS WORK WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR UNCLASSIFIED STRUCTURE EXCAVATION.SEE SECTION 412 OF THE STANDARD
SPECIFICATIONS.
THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE BEST INFORMATION AVAILABLE. SINCE THIS INFORMATION IS SHOWN
FOR THE CONVENIENCE OF THE CONTRACTOR,THE CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY
DELAYS OR ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL
CONDITIONS AT THE PROJECT SITE.
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH "HEC 18 — EVALUATING SCOUR AT BRIDGES"e
FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONS.
FOR FALSEWORK AND FORMWORK,SEE SPECIAL PROVISIONS.
FOR CRANE SAFETY,SEE SPECIAL PROVISIONS.
FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS.
ASPHALT WEARING SURFACE IS INCLUDED IN ROADWAY QUANTITY ON ROADWAY PLANS.
TEMPORARY SHORING WILL BE REQUIRED IN THE AREAS INDICATED IN THE PLAN VIEWaFOR TEMPORARY SHORING,SEE SPECIAL PROVISIONS.
FOR ASBESTOS ASSESSMENT FOR BRIDGE DEMOLITION AND RENOVATION ACTIVITIES,SEE SPECIAL PROVISIONS.
FOUNDATION NOTES
FOR PILES,SEE SECTION 450 OF THE STANDARD SPECIFICATIONSe
PILES AT END BENT 1 ARE DESIGNED FOR A FACTORED RESISTANCE OF 95 TONS PER PILE.
DRILLED—IN PILES ARE REQUIRED FOR END BENT 1vEXCAVATE HOLES AT PILE LOCATIONS TO ELEVe2256e4 FEETe
FOR PILE EXCAVATION,SEE SECTION 450 OF THE STANDARD SPECIFICATIONSe
DRIVE PILES AT END BENT 1 TO A REQUIRED DRIVING RESISTANCE OF 160 TONS PER PILE.
PILES AT END BENT 2 ARE DESIGNED FOR A FACTORED RESISTANCE OF 95 TONS PER PILE.
DRILLED—IN PILES ARE REQUIRED FOR END BENT 2.EXCAVATE HOLES AT PILE LOCATIONS TO ELEV.2259.2 FEET.
FOR PILE EXCAVATION,SEE SECTION 450 OF THE STANDARD SPECIFICATIONS.
DRIVE PILES AT END BENT 2 TO A REQUIRED DRIVING RESISTANCE OF 160 TONS PER PILE.
CONCRETE IS REQUIRED TO FILL HOLES FOR PILE EXCAVATION AT END BENT 1 AND END BENT 2.
TOTAL gILL OF MATERIAL
REMOVAL OF PILE DRIVING VERTICAL 3'-0" X 2'-0"
PILE PILE UNCLASSIFIED BRIDGE HP12X53 RIP RAP GEOTEXTILE GABION
EXISTING ASBESTOS CLASS A REINFORCING EQUIPMENT SETUP CONCRETE ELASTOMERIC PRESTRESSED
EXCAVATION EXCAVATION STRUCTURE APPROACH STEEL CLASS II FOR RETAINING
STRUCTURE AT ASSESSMENT IN SOIL NOT IN SOIL EXCAVATION CONCRETE SLABS STEEL FOR HP12X53 PILES BARRIER �2�_0"THICK) DRAINAGE BEARINGS CONCRETE WqLLS
STA.17+07.50 —L— STEEL PILES RAIL CORED SLABS
LUMP SUM LUMP SUM LIN. FT. LIN. FT. LUMP SUM CU. YD. LUMP SUM LBS. EAe N0. LIN. FTe LIN. FT. TONS SQ. YDS. LUMP SUM N0. LIN. FT. SQ. FT.
70v0 5 350.0
SUPER— A 1 70v0 6 420.0
STRUCTURE STAGE 2
END BENT 1 STAGE 1 40°0 19.6 1,922 4 4 60.0 262a5
STAGE 2 30°0 21.1 1,988 3 3 45.0 75 83
END BENT 2 STAGE 1 4.0 36.0 18e8 1,850 4 4 60.0
STAGE 2 3.0 27.0 21.9 2,060 3 3 45.0 55 61
TOTAL LUMP SUM LUMP SUM 7.0 133.0 LUMP SUM 81.4 LUMP SUM 7,820 14 14 210v0 140.0 130 144 LUMP SUM 11 770.0 262.5
STV STV ENGINEERS, INC.
1�� 900 West Trade St., Suite 715
eQ/�/� Charlotte, NC 28202
NC License Number F-0991
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
PROJECT N0. 176P.14.R.158
MACON COUNTY
STATION: 17+07.50 -L-
SHEET 2 OF 2
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CONST. JT.
1
1
EXISTING
END BENT
REMOVE TO EL. 2268' (EB1)
EL. 2269' (EB2)
1'-0"
15'-0" (STAGE 1)
11'-3" CLEAR ROADWAY
VERTICAL CONCRETE
BARRIER RAIL
1%2"MINe
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8�-9�2��±
STAGE 1 DEMOLITION
—L— &
EXTe TAN.
2'-11"± MIN.
4'-4"± MAX.
XISTe DECK J
JLL DEPTH
AW CUT LINE
I �IIIl�lll�.
I 1 1
I 1 1
iiiiiiiiiiiiiiiiiiiiii.
16' — 3"±
12,_9„+
CLEAR ROADWAY
TEMPORARY
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EXISTING �
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SUPERSTRUCTURE '�'
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1 1 I 1 1 1 I
1 1 I 1 1 1 I
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STAGE 1A
LOOKING UPSTATION
(END BENT 1 SHOWN, END BENT 2 SIMILAR)
1. VERIFY EXISTING BRIDGE DIMENSIONS.CONTACT ENGINEER IF
FIELD MEASUREMENTS VARY FROM PLAN DIMENSIONSe
2. ANCHOR TEMPORARY GUARDRAIL THROUGH EXISTING BRIDGE DECK
AND TOP FLANGE OF STEEL BEAM.
3e SAW CUT AND REMOVE LEFT PORTION OF EXISTING DECK AND
END BENTS.
PARTIAL DEPTH
ASPHALT WEARING
SURFACE � ,
0.04
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1'-6", 2'-11"± MIN.
4'-4"± MAX.
16,_3„+
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EXT. TAN.
TEMPORARY TEMPORARY
GUARDRAIL GUARDRAIL ��
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SUPERSTRUCTURE '�'
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EXIST. DECK � i
--- ------------------ ------------------r�
FULL DEPTH �-T- — ---�---,—r----�---�---�-----T--a�
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---------------------------------------------------i1
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----------------------------------------------------�
STAGE 1B
LOOKING UPSTATION
(END BENT 1 SHOWN, END BENT 2 SIMILAR)
1. CONSTRUCT LEFT PORTION OF PROPOSED BRIDGE.
2. ANCHOR TEMPORARY GUARDRAIL TO NEW BRIDGE.
3. PAVE PARTIAL DEPTH ASPHALT WEARING SURFACE
TO THE LIMITS SHOWN.
1"
1'-0"
15'-0" (STAGE 1)
11'-3"CLEAR ROADWAY
I
►
• • ' • • I • • I • •
N
1'-6"� 2'-11"± MIN.
4'-4"± MAX.
NOTESo
CONTRACTOR TO VERIFY LOCATION AND DIMENSIONS OF EXISTING BRIDGE.
STAGED DEMOLITION SHALL BE DETERMINED BY CONTRACTOR AND APPROVED
BY THE ENGINEER.
DIMENSIONS ARE NORMAL TO � BRIDGE UNLESS OTHERWISE NOTED.
16'-3"±
STAGE 2 DEMOLITION
—L— & I
EXT. TANo
EXIST. DECK
TEMPORARY FULL DEPTH �
GUARDRAIL SAW CUT LINE EXISTING �
SUPERSTRUCTURE �
il�Ill��llll�lll��Ill rrr�rrr�rrr �
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--------------------------------------------------
STAGE 2A
LOOKING UPSTATION
(END BENT 1 SHOWN, END BENT 2 SIMILAR)
1. SHIFT TRAFFIC TO NEWLY CONSTRUCTED BRIDGEe
2e REMOVE REMAINDER OF EXISTING SUPERSTRUCTURE
AND END BENTSe
STV STV ENGINEERS, INC.
1�� 900 West Trade St., Suite 715
eQ/�/� Charlotte, NC 28202
NC License Number F-0991
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
PROJECT N0.
EXISTING
END BENT
REMOVE TO ELe 2268' (EB1)
ELe 2269' (EB2)
176P.14.R.158
MACON COUNTY
STATION: 17+07.50 -L-
SHEET 1 OF 2
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STAGE 2B
LOOKING UPSTATION
(END BENT 1 SHOWN, END BENT 2 SIMILAR)
1. CONSTRUCT RIGHT PORTION OF PROPOSED BRIDGE.
2. PAVE PARTIAL DEPTH ASPHALT WEARING SURFACE
TO THE LIMITS SHOWN.
33'-0" (FINAL)
15'-0" (STAGE 1)
18'-0" (STAGE 2)
1'-0"
I 30'-10"
(STAGE 3 ASPHALT WEARING SURFACE LIMITS)
15'-5"
1 1,-6„
SEE "3'-0" X 2'-0" PRESTRESSED
CONCRETE CORED SLAB UNIT _�_
(SHEET 1 OF 4)" FOR ASPHALT
THICKNESS
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SEE "3'-0" X 2'-0" PRESTRESSED
CONCRETE CORED SLAB UNIT
(SHEET 1 OF 4)" FOR ASPHALT
THICKNESS
FULL DEPTH �
ASPHALT WEARING
SURFACE 0.04 _ �
• • f • • I • • I • • I • •
STAGE 3
LOOKING UPSTATION
(END BENT 1 SHOWN, END BENT 2 SIMILAR)
1. REMOVE TEMPORARY GUARDRAIL.
2. PAVE FULL DEPTH ASPHALT WEARING
SURFACE TO THE LIMITS SHOWN.
1"
ICAL CONCRETE
IER RAIL (TYP.)
VERTICAL CONCRETE
BARRIER RAIL (TYPe)
STV STV ENGINEERS, INC.
1�� 900 West Trade St., Suite 715
eQ/�/� Charlotte, NC 28202
NC License Number F-0991
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
PROJECT N0.
176P.14.R.158
MACON COUNTY
STATION: 17+07.50 -L-
SHEET 2 OF 2
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�OAD AND RESISTANCE FACTOR RATING C�RFD) SUMMARY FOR PRESTRESSED CONCRETE GIRDERS
STRENGTH I LIMIT STATE SERVICE III LIMIT STATE
MOMENT SHEAR MOMENT
cn o 0 0 �
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J I- O� �(.� II Q� H� (.� � Zw� H� C � � Zw� p� H� C� � ZW� z
J U = N � � z J O � O Z W Q � O Z W Q J O � O Z W Q w
W H C� Z � p H H (n W H H� H Z � �� Z � I- H Z � H �- Z W� � 1- H Z 0 �� Z �
> 2 H � Z Q Z H � Z > U (n U H Q � (/� L.� Q (/') U H Q � (n L.� Q > U (n U � Q � (n L.� Q �
W W W� O O H Q� O H Q H Q Q � H H W� H Q Q � H H W� H Q H Q Q � H H W� O
J � �.� U J ���. � J LL � L.� � (n C � 0 J(n � l.� � (n C� � J(n J L.� � L.� � (n C � � J(n U
HL-93(Inv) N/A 1 1.06 -- 1.75 Oo248 1014 70' EL 340423 0.655 1.06 70' EL 6.885 0.80 0.248 1.11 70' EL 34.423
DESIGN
HL-93(Opr) N/A -- 1e374 -- 1e35 Oe248 1e48 70' EL 34e423 Oe655 1e37 70' EL 6e885 N/A -- -- -- -- --
LOAD HS-20(Inv) 360000 2 1e32 47.508 1.75 0.248 1e48 70' EL 34.423 0.655 1.32 70' EL 6.885 0.80 0.248 1.44 70' EL 34.423
RATING
HS-20(Opr) 36.000 -- 1.711 61.585 1.35 0.248 1.91 70' EL 34.423 0.655 1.71 70' EL 6.885 N/A -- -- -- -- --
SNSH 13e500 -- 3.204 43.258 1.4 Oo248 4.12 70' EL 340423 0.655 3.9 70' EL 6.885 0.80 0.248 3.20 70' EL 34.423
SNGARBS2 20.000 -- 2.403 48.063 1.4 0.248 3.09 70' EL 34.423 0.655 2.78 70' EL 6.885 0.80 0.248 2.40 70' EL 34.423
SNAGRIS2 22.000 -- 2.282 50.21 1.4 Oe248 2.94 70' EL 34e423 Oe655 2.58 70' EL 6.885 0.80 0.248 2e28 70' EL 34.423
SNCOTTS3 27.250 -- 1.595 43.463 1.4 0.248 2.05 70' EL 34.423 0.655 1.95 70' EL 6.885 0.80 0.248 1.59 70' EL 34.423
>
N SNAGGRS4 34.925 -- 1.339 46.755 1.4 0.248 1.72 70' EL 34.423 0.655 1062 70' EL 6.885 0.80 0.248 1.34 70' EL 34.423
SNS5A 35.550 -- 1.309 46.526 1.4 0.248 1.68 70' EL 34.423 0.655 1.65 70' EL 6.885 0.80 0.248 1.31 70' EL 34.423
SNS6A 39.950 -- 1.203 48°069 1e4 Oe248 1.55 70' EL 34e423 Oe655 le5 70' EL 6.885 0.80 0.248 1.20 70' EL 34.423
LEGAL SNS7B 42.000 -- 1.146 48.129 1.4 0.248 1.47 70' EL 34.423 0.655 1.48 70' EL 6.885 0.80 0.248 1.15 70' EL 34.423
LOAD TNAGRIT3 330000 -- 1.468 48.444 1.4 0.248 1.89 70' EL 34.423 0.655 1.79 70' EL 6.885 0.80 0.248 1.47 70' EL 34.423
RATING
TNT4A 33.075 -- 1.475 48.79 1.4 0.248 1.9 70' EL 34.423 0.655 1.74 70' EL 6.885 0.80 0.248 1.48 70' EL 34.423
TNT6A 41.600 -- 1.208 50e272 1e4 Oe248 1.55 70' EL 34e423 Oe655 1e58 70' EL 6.885 0.80 0.248 1e21 70' EL 34.423
N TNT7A 42.000 -- 1.216 51.061 1.4 0.248 1.56 70' EL 34.423 0.655 1.55 70' EL 6.885 0.80 0.248 1.22 70' EL 34.423
�
� TNT7B 42.000 -- 1e261 52.955 1e4 Oe248 1.62 70' EL 34e423 0.655 1e44 70' EL 6.885 0.80 0.248 1.26 70' EL 34.423
TNAGRIT4 43.000 -- 1.197 51.476 1.4 0.248 1.54 70' EL 34.423 0.655 1.4 70' EL 6.885 0.80 0.248 1.20 70' EL 34.423
TNAGTSA 45.000 -- 1.128 500745 1.4 0.248 1e45 70' EL 34.423 0.655 1.39 70' EL 6.885 0.80 0.248 1.13 70' EL 34.423
TNAGT5B 45.000 3 1.113 50.088 1.4 0.248 1.43 70' EL 34.423 0.655 1.33 70' EL 6.885 0.80 0.248 1.11 70' EL 34.423
�
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LRFR SUMMARY
FOR SPAN `A'
LOAD FACTORSo
DESIGN LIMIT STATE Y�c Ypw
LOAD STRENGTH I 1e25 1e50
RATING
FACTORS SERVICE III 1000 1.00
NOTESe
MINIMUM RATING FACTORS ARE BASED ON THE STRENGTH I AND
SERVICE III LIMIT STATESe
ALLOWABLE STRESSES FOR SERVICE III LIMIT STATE ARE AS
REQUIRED FOR DESIGN.
COMMENTSo
1.
2.
3.
�r
Q CONTROLLING LOAD RATING
O1 DESIGN LOAD RATING (HL-93)
O2 DESIGN LOAD RATING (HS-20)
O3 LEGAL LOAD RATING � �
�� SEE CHART FOR VEHICLE TYPE
GIRDER LOCATION
I - INTERIOR GIRDER
EL - EXTERIOR LEFT GIRDER
ER - EXTERIOR RIGHT GIRDER
STV STV ENGINEERS, INC.
1�� 900 West Trade St., Suite 715
eQ/�/� Charlotte, NC 28202
NC License Number F-0991
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
PROJECT N0. 176P.14.R.158
MACON COUNTY
STATION: 17+07.50 -L-
STDe N0. 24LRFR1_60&120S_70L
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� �
33'-0"
30'-10" (CLEAR ROADWAY)
'-0".I 1"
15'-5" 15'-5"
-L- & EXTENDED TANGENT
� VERTICAL CONCRETE BARRIER RAIL (TYP.)
3�� � 7�/q" Ca� � BRG. FOR DETAILS SEE "VERTICAL CONCRETE
8/ C� � BRGe END BENT 1 BARRIER RAIL SECTION"
6��" C� � BRG. END BENT 2
ASPHALT WEARING � 6�/4" C� � BRGe END BENT 1
SURFACE (SEE GRADE PTe 9�/2" C� � BRG. END BENT 2
0.04 , ROADWAY PLANS) ON -L-
Ov04
—
O/� /� /� /� /� /� /� /� /� /� /�
O `/ /
� �/ �� �� �J `.� �,/ �,/
�� `i
STAGE 1 SHEAR KEYS TO BE FILLED WITH I„ STAGE 2 SHEAR KEYS TO BE
GROUT AFTER FINAL TENSIONING OF 0.6 � L.R.TRANSVERSE FILLED WITH GROUT AFTER
STAGE 1 TRANSVERSE STRANDS �CORED SLAB POST�T�ENSIONING STRAND FINAL TENSIONING OF STAGE 2
UNIT #5 IN 2/2 Q� HOLE TRANSVERSE STRANDS
3'-0"
15'-0" (STAGE 1) I 18'-0" (STAGE 2)
16'-6" ��� 16'-6"
11 PRESTRESSED CONCRETE CORED SLAB UNITS = 33'-0"
�--� N
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mm mm
C3� p C3� p
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TRAN
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� ASPHALT THICKNESS SHowN IS FOR HALF SECTION HALF SECTION o
THE FINAL CONDITIONeFOR ASPHALT THROUGH VOIDS T Y P I C A L S E C T I 0 N AT INTERMEDIATE DIAPHRAGMS ,�
THICKNESS AT STAGES, SEE 'BRIDGE
STAGING PLAN"SHEETSe �- THE MAXIMUM BARRIER RAIL HEIGHT AND ASPHALT THICKNESS IS SHOWNeTHE HEIGHT OF THE
BARRIER RAIL AND ASPHALT THICKNESS VARIES WHILE THE TOP OF THE BARRIER RAIL FOLLOWS
� CORED SLAB UNITS ARE NUMBERED THE PROFILE OF THE GUTTERLINE.FOR RAIL HEIGHT DETAILS AND ASPHALT THICKNESS,SEE THE F I X ED EN D
FROM LEFT TO RIGHT,LOOKING ��VERTICAL CONCRETE BARRIER RAIL SECTION" DETAIL.
UPSTATION. , „ ASPHALT
3-0 WEARING 2�/2" � DOWEL HOLE
3'-0" 1'-6" 1'-6" SURFACE
10„ 1, 4„ 1 �„ 10 �� 1 � _ 4 �� 1 � �� , --- ---- --- ---- --- ---- --- ---- --- --
_ � ��
3" 11" 4" 4" 11" 3" ''� ;�
#5 S12 #�� �� �) i i VOIDS� r-----
4 B �rJ
,N 33�s° CLe #4 „B„ 12" Q� VOIDS � ;� „i i i
� N ! 6,� �
� 3" 3" " i
•-----------1
� . .> ��`- � 1'-1��2" i -----
� ' I I . �:: °�: . . ; , '-
� o . � � I SEE '�BRIDGE � ��. i � �
...... ... . . .. � ! '
: :.�.
..,. .
.. I. . . .<: .. ��, APPROACH SLAB' ��'�•. ' i �
. . .. .o . : . , ... � � �:: ---- ---- --- -- --------
�°..o ...o�..�o,.. ' `� � SHEET FOR DETAILS �� � �
O �, , , �
. .. ,
� — -I- I � `�'
o . � � ,
� � \ N .-� 2 LAYERS OF 30 LB. i � o� �o
� � ::;. '� N o #4 S11 • ��� :: ROOFING FELT TO ; �
�� — � .< � • • • : .. .'... •.� .' I �
�°� P�: �, • � • �• �•.e.:::;�:e :.��:��:.. . 2 SPA. PREVENT BOND. ; ;
N o #4 S11 . • • • • '� ��`�� � � �" �� � 2" CTS. ! _ ` , ELASTOMERIC
1�/2" � BACKER ROD ' ,,-- ,_ _� BEARING PAD
iN ' `''_ -- '�- ___ --
�, .:e�;°:..�:`:.:.::;:..:,.:;.�. ♦ 3„ „ 5„ 3„ N SEE "END BENT„
�3�� 12" � VOIDS 3�� I� 2 SPA. 6 SPA. 2 SPA. & 6gDOWELS SHEETS FOR DETAILS
I� C� 2" CTS. C� 2" CTS. C� 2" CTS.
INTERIOR SLAB SECTION (EXCEPT CoSoUe 5) S EC T I 0 N A T EN D B EN T
E X T E R I 0 R S L A B S E C T I 0 N (27 STRANDS REQUIRED)
(FOR PRESTRESSED STRAND LAYOUT, SEE 3�_�„ 3�8„
INTERIOR SLAB SECTION.)
1'-6" 1'-6" PERMITTED THREADED INSERT �
3'-0" CAST IN OUTSIDE FACE OF
1'-6" 1'-6" 10" 1'-4" 10" EXTERIOR UNIT AND o° e o; .°. °. ,,
g�/2" g�/2" g�/2" g�/2" ANCHOR ASSEMBLY FOR 3�� 1 1" 4" 4" 11" 3" DETERMINED8". SIZE TO BE •° �.° .° ,`.° '� �
.o.eee. �
� �� TEMPORARY GUARDRAIL # �� �� °°�. ° D � °°` �
� 2�2 � 1'-2" 4" 4" 1'-2" 4 B #3 BARS PLACED AS BY CONTRACTOR. �,
DOWEL (SEE SHEET 3 OF 4 a,°°�
FOR DETAILS) � 11" � 1'-2" 11" � SHOWN (AS NEEDED) °°°°� e �
HOLES � i 3„ . . . . . . ° � � ° �
N 3„ #5 S10 � 1" I CL ( . o. °°• • •°° e Q� a°o °
s # � J 1 O ` � a ° s � , . ' � s , e p.. . e� � . � e e � e \
� I .j I � aa • � D • � ' D � °• D • � • . .v� e a � � M
' I• 'I I� •I ' • � o ° . . • ° � ..
• ' I' .�° . .• °�: •� � � . 1���� \ N a • . . • ° � ° .Q , . . . v
I � .�� ��� �. ��� ��. � � I � o #4 S11 � �°�� VOIDS ,Y-, a ; ° . �, o . ° : • . � • ; 3
i� �i i���i i . . . �' �4,�
#5 S15 ° I ,�. .�: .�� .. � #5 S15 # N � � °a : ' v s o ° ° • • o .
S 14 0 'o v
#5 S10 � � �I ���. �. � . � . �� � � � #4 ��B„ � . . . :. ���� 2 SPA. ° � �� � �� .� ° � S H E A R K E Y D E T A I L
, .� .�.�..e. �'• C� 2" CTS. °
�. .�. .�� �� � .. . . :�� ��:` � �:�:
� �' � '��� � � � �� ' �'� � � NOTEe OMIT SHEAR KEY ON OUTSIDE FACE
�o:�. ������: +.�....'�:.;:��.;.�.` �+.�� 0O „ „ „ „ N THREADED INSERT DETAIL oF EXTERIOR CORED SLABS.
3 3
�,� 1" CL.
" 5 S10 6" 2 SPAo 6 SPA. 2 SPA.
6 # C� 2" CTS. C� 2" CTS. C� 2" CTSe
EN D EL EV A T I 0 N INTERIOR SLAB SECTION �CoSoUo 5 ONLY) O BOND SHALL BE BROKEN ON THESE STRANDS FOR A
(27 STRANDS REDUIRED) DISTANCE OF 10'-0" FROM END OF CORED SLAB UNIT.
SHOWING PLACEMENT OF DOUBLE STIRRUPS THE #3 BARS ARE INCIDENTAL AND THE COST SEE STANDARD SPECIFICATIONS,ARTICLE 1078-7.
AND LOCATION OF DOWEL HOLES. SHALL BE INCLUDED IN THE PRICE BID FOR
(STRAND LAYOUT NOT SHOWN.) PRESTRESSED CONCRETE CORED SLABS Q BOND SHALL BE BROKEN ON THESE STRANDS FOR A
INTERIOR SLAB UNIT SHOWN-EXTERIOR SLAB DISTANCE OF 12'-0"FROM END OF CORED SLAB UNIT.
UNIT SIMILAR EXCEPT SHEAR KEY LOCATION. O o 6�� � L O W SEE STANDARD SPECIFICATIONS, ARTICLE 1078-7.
RELAXATION STRAND LAYOUT
DEBONDING LEGEND
� 4„
5i/4„ X 1p��4„
��4�� OUTSIDE FACE
� 5„ ` OF EXTERIOR
FILL RECESS .-� CORED SLAB
�
WITH GROUT o °ao°�o °oV°�$PDO°o
� °° ao� .
°opo D° oQ �
°� DO \
STRAND VISE a °° v
op po
� D
Ioo
5/8" x 5" x 10" I� 0.6" �S L.R. TRANSVERSE
POST-TENSIONING STRAND
SHEATHED WITH A
NON-CORROSIVE PIPE.
ELEVATION VIEW SECTION B-B
CORED SLAB UNIT #1
�HOLES FOR
TRANSVERSE
STRAND
� 0.6"Q� L.R. TRANSVERSE
POST-TENSIONING STRAND
SHEATHED WITH A
NON"CORROSIV,E PIPEe
/8 x 5 x 5 I�
---- --------- - a�,� � � � -
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____' I I �____ __ STRAND �a I I�aao
`r VISE �a
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do°o°o°�oD°o od o°
� � FILL RECESS
C C RIGHT SIDE FACE � 5i/4„ ��4" WITH GROUT
1'-3" 4" OF CORED SLAB ��4��
ELEVATION VIEW SECTION C-C
CORED SLAB UNIT #5
HOLE FOR � 0.6" �S LeR. TRANSVERSE
TRANSVERSE POST-TENSIONING STRAND
STRAND SHEATHED WITH A
NON-CORROSIVE PIPE.
----i i i-------- o�� � 5�a�� X 5�� X 5�� �'
— � ° 8ao°o �
i i o 0
— ---' � �---- -- � ° ° STRAND VISE
D°
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oa � o0
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oQDo°Qo°� do o d o°o
OUTSIDE FACE � o �, FILL RECESS
D �� D „ ��4 WITH GROUT
4 OF EXTERIOR S��Q
CORED SLAB ��4��
ELEVATION VIEW SECTION D-D
CORED SLAB UNIT #11
GROUTED RECESS AT END OF
POST—TENSIONED STRAND CORED SLABS
(SEE SHEET 2 OF 4 FOR LOCATIONS)
STV STV ENGINEERS, INC.
1�� 900 West Trade St., Suite 715
eQ/�/� Charlotte, NC 28202
NC License Number F-0991
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
PROJECT N0. 176P.14.R.158
MACON COUNTY
STATION: 17+07.50 —L—
SHEET 1 OF 4
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SPL E
(TYPJ
12—#5 B25 IN
VERTICAL CONCRETE
BARRIER RAIL
(2 BAR RUNS)
SEE DETAIL "B"
23'-4"
12—#5 B25 IN
VERTICAL CONCRETE
BARRIER RAIL
(2 BAR RUNS)
SEE GROUTED
RECESS DETAILS
ON SHEET 1 OF 4
(TYPe)
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23'-4"
12—#5 B25 IN
VERTICAL CONCRETE
BARRIER RAIL
(2 BAR RUNS)
#5 S12 &
#5 S13
� � .���� � � .����
GUTTERLINE \ �``\�� � �`���� #4 ��S" •
� 0.6" Q� L.R. TRANSVERSE ��.� 1'-3" ��\\��\ 1'-3" 12�� Qs VOIDS •
POST—TENSIONING STRAND q�%���;, q��`���� (TYP. EAe SLAB UNIT, 3'-0"
IN 2�/2" Qs HOLE (STAGE 1, TYPe) � � EXCEPT UNIT #5) •
�--------------------� ���� �-----------------------, ���� r------ — -----------�
.
�--------------------� `;;;, �-----------------------� `�;;, L-------- -----------�
-, ���� �-----------------------, ���� �-------- -----------,
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`--------------------� �°��` �-----------------------� �`;�;� L---------
�— �� � \4" �— �� I �4„ REC SS RDETAEILS (TYP�. UNIT S 3'-11"
1 3 �\\\\\\ 1 3 `�\�\\ ON SHEET 1 OF 4 #5 ONLY)
���� ����������������������� \\\\ (TYPa/
\ �� \ ��
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. �--------------------�;\\ -----------------------�;\,� ---------- ---------,
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#5 S12 &
#5 S13
SEE DETAIL "A"
(TYP.)
6"
— # q „S„
_—_�
� 2'/2" �
DOWEL HOLES
—#4 S18 (IN PAIRS)
�#4 S17 (IN PAIRS)
�#4 S16 (IN PAIRS)
I ,� � I
2 2
I I
#4 "S" BARS SPLAYED
C� APPROX. EQe SPA.
�6"�
1'-3"
\
12—#5 B25 IN �
VERTICAL CONCRETE
BARRIER RAIL
(2 BAR RUNS)
�v ip l, I J.
. 8—#5 S12 C� 6" CTS. _ �_ _
23,_4„
1'-3"
� Oo6" � L.Ro TRANSVERSE
POST—TENSIONING STRAND
IN 2�/2" Qs HOLE (STAGE 2, TYP.)
1,_g„
SPLICE
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��
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, SPLICE
.
.
.
.
.
.
.
#4 B22 (TYP.)—
�� (3 BAR RUNS)
��
`���_ GUTTERLINE
. / .
12—#5 B25 IN
��/2" EXP. JT. VERTICAL CONCRETE SEE GROUTED
MAT'L.IN RAIL BARRIER RAIL RECESS DETAILS
(TYP.) (2 BAR RUNS) ON SHEET 1 OF 4
(TYPe)
#4 "S" PAIRS (SPACED AS SHOWN IN DETAIL "A") (TYPe EA. UNIT)
I I
77-#5 S12 (SPACED AS SHOWN IN DETAIL ��A") (TYP. EA. EXT. UNIT)
77-#5 S13 (SPACED TO MATCH S12 IN VERTICAL CONCRETE BARRIER RAIL)
23'-4"
70'-0"
#4 S11 (IN PAIRS)
12"Qs VOIDS
#4 S11 PAIRS
C� 10"CTS.
#5 S12 (� 1'-0"CTSo
DETAIL ��A"
(SIMILAR EACH END OF UNIT)
NOTE:EXTERIOR UNIT SHOWN — INTERIOR
UNIT SIMILAR EXCEPT OMIT #5 S12 BARS.
PLAN OF UNIT
� �/2" EXPe JT.
MAT'L. IN RAI �.�
23,_4„ � 23,_4„
2 7/a„
27/s" _� �_
���
.
— — — — — — — — — \ \\\ — — — — — — — — — —
� �� � �
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—� \ ������` �' r-------
� 0.6" Qs L.Re TRANSVERSE �\�� ���2I2 I
POST—TENSIONING STRAND �� � �
IN 2�/2" QS HOLE � ,`� ���� �
, � �; �
------------J 2�2 , �,��� �--------
�.\ � \�\�
DETAIL ��B"
#4 S11 BARS MAY BE SHIFTED AS NECESSARY
TO MAINTAIN 1"CLEAR TO GROUTED RECESS AND
2�/2"� TRANSVERSE POST—TENSIONING STRAND HOLES
EXTENDED TANGENT
_�--- --
60 ° -00'-00"
(TYP.)
12-#5 B25 IN�
VERTICAL CONCRETE
BARRIER RAIL
(2 BAR RUNS)
#5 „B„ BARS IN
VERTICAL CONCRETE
BARRIER RAIL
23'-4"
6"
STV STV ENGINEERS, INC.
1�� 900 West Trade St., Suite 715
eQ/�/� Charlotte, NC 28202
NC License Number F-0991
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
#5S12&
#5 S13
PROJECT N0. 176P.14.R.158
MACON COUNTY
STATION: 17+07.50 -L-
SHEET 2 OF 4
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F11V1i1 IVI\ /iJJLIVIUL I
SECTION A-A
(SHOWING PLACEMENT OF ANCHOR ASSEMBLIES)
)RARY
)RAIL
NOTEe THE #3 BARS ARE INCIDENTAL AND THEIR COST SHALL BE INCLUDED
IN THE PRICE BID FOR THE PRESTRESSED CONCRETE CORED SLAB.
� ANCHOR
ASSEMBLY (TYPe)
2�-105�s„
6'-3"
(TYPe)
v-
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#3 BARS PLACE AS SHOWN
(AS NEEDED)
q„
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SIDE VIEW
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�
� ANCHOR ASSEMBLY
� 0.375" QS
— WIRE STRUT
� (TYPe)
T"�r•�ED STEEL FERRULE TO
' Qs x 2�/4" BOLT WITH
WASHER
ELEVATION
.P.We (TYPe)
TEMPORARY GUARDRAIL ANCHOR ASSEMBLY
(11 ASSEMBLIES REQUIRED IN CORED SLAB UNIT 5,
4 ASSEMBLIES RE�UIRED IN APPROACH SLABS)
70'-0"
� C.S.U. 5
ANCHOR ASSEMBLY FOR
TEMPORARY GUARDRAIL
(TYP.)
11 ANCHOR ASSEMBLIES C� 6'-3" FOR TEMPORARY GUARDRAIL = 62'-6"
PLAN OF CORED SLAB UNIT #5
(SHOWING LOCATION OF ANCHOR ASSEMBLIES)
(FOR ANCHOR ASSEMBLY SPACING ON APPROACH SLABS,SEE 'BRIDGE
APPROACH SLAB FOR PRESTRESSED CONCRETE CORED SLAB UNIT".)
ANCHOR ASSEMBLY NOTES
THE TEMPORARY GUARDRAIL ANCHOR 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 2%2"e
B. 4— 1" i� x 2�/4" ANCHOR BOLTS WITH WASHERS. BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM
A307.BOLTS AND WASHERS SHALL BE GALVANIZED.(AT THE CONTRACTOR'S OPTION,STAINLESS STEEL
BOLTS MAY BE USED AS AN ALTERNATE FOR THE 1" Qs x 2�/4" GALVANIZED BOLTS AND WASHERS. THEY
SHALL CONFORM TO OR EXCEED THE MECHANICAL REQUIREMENTS OF ASTM A307.THE USE OF THIS
ALTERNATE SHALL BE APPROVED BY THE ENGINEER.)
CeWIRE STRUTS SHOWN IN THE ANCHOR ASSEMBLY FOR TEMPORARY GUARDRAIL DETAIL ARE THE
MINIMUM ALLOWABLE SIZE AND SHALL HAVE A MINIMUM TENSILE STRENGTH OF 100,000 P.S.I.
TEMPORARY GUARDRAIL ANCHOR ASSEMBLY WITH BOLTS SHALL BE ASSEMBLED IN THE SHOP.BOLT
THREADS MAY BE RECUT AS NECESSARY TO ENSURE FIT.
THE COST OF THE TEMPORARY GUARDRAIL ANCHOR ASSEMBLY,COMPLETE IN PLACE,SHALL BE
INCLUDED, AS APPLICABLE, IN THE UNIT CONTRACT PRICE BID FOR 3'-0" x 2'-0" PRESTRESSED
CONCRETE CORED SLAB OR LUMP SUM FOR THE APPROACH SLABSe
FERRULES TO BE PLUGGED DURING CASTING OF THE CORED SLAB UNITS OR POURING OF APPROACH
SLABS AS RECOMMENDED BY THE MANUFACTURER.
AT THE CONTRACTOR'S OPTION,FERRULES WITH OPEN OR CLOSED ENDS MAY BE USEDo
PAYMENT FOR THE TEMPORARY GUARDRAIL,POST AND POST BASE PLATES IS INCLUDED IN THE
TRAFFIC CONTROL PLANS.
ONCE TEMPORARY GUARDRAIL HAS BEEN REMOVED,COMPLETELY FILL ANCHOR ASSEMBLY HOLES WITH
AN NCDOT APPROVED,NON—SHRINK,NON—METALLIC GROUT,OR AS DIRECTED BY THE ENGINEER.
A
A
4,_7,�R„
STV STV ENGINEERS, INC.
1�� 900 West Trade St., Suite 715
eQ/�/� Charlotte, NC 28202
NC License Number F-0991
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
PROJECT N0. 176P.14.R.158
MACON COUNTY
STATION:
SHEET 3 OF 4
17+07.50 -L-
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$„
4"
4"
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� 1" Q� HOLES
BEARING PAD
— TYPE I —
FIXED END
( TYPE I— 22 REQ' D)
ELASTOMERIC BEARING DETAILS
ELASTOMER IN ALL BEARINGS SHALL BE 60 DUROMETER HARDNESS.
BILL OF MATERIAL FOR ONE 70' CORED SLAB UNIT
EXTERIOR UNITS INTERIOR UNITS INTERIOR UNIT
C.SeU. 1& 11 CeS.U. 2-4 & 6-10 C.S.U. 5
BAR NUMBER SIZE TYPE LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT
B22 6 #4 STR 24'-6" 98 24'-6" 98 24'-6" 98
S10 8 #5 3 5'-0" 42 5'-0" 42 5'-0" 42
S11 174 #4 3 5'-10" 678 5'-10" 678 5'-10" 678
� S12 79 #5 1 5'-11" 488
S14 4 # 4 4 5'-11" 16 5'-11" 16 5'-11" 16
S15 4 #5 3 7'-1" 30 7'-1" 30 7'-1" 30
S16 4 #4 3 5'-11" 16 5'-11" 16 5'-11" 16
S17 4 #4 3 6'-1" 16 6'-1" 16 6'-1" 16
S18 4 #4 3 6'-3" 17 6'-3" 17 6'-3" 17
REINFORCING STEEL LBS. 913 913 913
� EPDXY COATED
REINFORCING STEEL LBS. 488
7000 P.S.I. CONCRETE CU. YDS. 12v0 12.0 13.1
0.6"QS L.R. STRANDS No. 27 27 27
GUTTERLINE ASPHALT THICKNESS & RAIL HEIGHT
ASPHALT OVERLAY THICKNESS � RAIL HEIGHT
� BRG. EB1 C� MID—SPAN � BRGa EB2 � BRGe EB1 C� MID—SPAN � BRGo EB2
STAGE 1 83�s�� 3�2�� 6�s�� 4�-23�s�� 3�-9��2�� 4�—���s„
STAGE 2 6��4�� 3�2�� 9�2�� 4�-0��4�� 3�-9��2�� 4�-3��2„
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� ASPHALT THICKNESS SHOWN IS FOR THE FINAL
CONDITION.FOR ASPHALT THICKNESS AT
STAGES,SEE "BRIDGE STAGING PLAN" SHEETSe
1'-0"
1" 10" 1"
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`PLAN OF
�-���� �. ��. UNl I�� r uK �PACING
SECTION THRU RAIL
SECTION S-S
AT DAM IN OPEN JOINT
(THIS IS TO BE USED ONLY
WHEN SLIP FORM IS USED)
� �/2" EXPe JT. MAT'L —
HELD IN PLACE WITH
GALVANIZED NAILS.
(NOTE: OMIT EXPe JTe
MAT'L. WHEN SLIP
FORM IS USED) �
�S
CHAMFER_I�I _'/a"
�a�� I�I_CHAMFER
CONSTe JT:
CORED SLABS REQUIRED
N�TMBER NUMBER LENGTH ENGT H
EXTERIOR C.S. 1 70'-0" 70'-0"
1 INTERIOR C.S. 3 70'-0" 210'-0"
INTERIOR C.S. 1 70'-0" 70'-0"
W/ 10" Qs VOIDS
TOTAL 5 — 350'-0"
EXTERIOR C.S. 1 70'-0" 70'-0"
2 INTERIOR C.S. 5 70'-0" 350'-0"
TOTAL 6 — 420'-0"
�$
ELEVATION AT EXPANSION JOINTS
VERTICAL CONCRETE
BARRIER RAIL DETAILS
FIELC
#5
�
�
BAR TYPES
7„
S18 3�
S17 2'-11"
S16 2'-9"
S15 1'-8� "
S11 2'-8"
S10 2'-0"
�
�
�
6"
NOTES
ALL PRESTRESSING STRANDS SHALL BE 7—WIRE LOW RELAXATION GRADE
270 STRANDS AND SHALL CONFORM TO AASHTO M203 EXCEPT FOR SAMPLING
REQUIREMENTS WHICH SHALL BE IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS.
ALL REINFORCING STEEL CAST WITH THE CORED SLAB SECTIONS SHALL
BE GRADE 60 AND SHALL BE INCLUDED IN THE UNIT PRICE BID FOR
:,� PRESTRESSED CONCRETE CORED SLABSe
�
� RECESSES FOR TRANSVERSE STRANDS SHALL BE GROUTED AFTER THE
TENSIONING OF THE STRANDS.
THE 2�/2"Q� DOWEL HOLES AT FIXED ENDS OF SLAB SECTIONS SHALL BE
FILLED WITH NON—SHRINK GROUT.
1'-6"
ALL BAR DIMENSIONS ARE OUT TO OUT
DEAD LOAD DEFLECTION AND CAMBER
3'-0" x 2'-0"
70' CORED SLAB UNIT 0.6" QS L.R.
STRAND
CAMBER (SLAB ALONE IN PLACE ) 2" �
DEFLECTION DUE TO �4„ +
SUPERIMPOSED DEAD LOAD�
FINAL CAMBER 1�/4" �
�IeIF INCLUDES FUTURE WEARING SURFACE
BILL OF MATERIAL FOR VERTICAL CONCRETE BARRIER RAIL
BAR BARS PER PAIR OF EXTERIOR UNITS TOTAL N0. SIZE TYPE LENGTH WEIGHT
70' UNIT
�B25 144 72 #5 STR 13'-8" 2053
� S13 158 158 #5 2 7'-2" 1181
� EPDXY COATED REINFORCING STEEL LBS. 3234
CLASS AA CONCRETE CU.YDS. 19v0
TOTAL VERTICAL CONCRETE BARRIER RAIL LN.FT. 140.0
1'-0"
1" 10" 1"
FIELD BEND
'`B" BARS
�
END VIEW
END
OF
FIEL
CU1
#5 S
2,_�„
4-#� �1 � F,�
4-#� �1 � #� �1 � R� �1 �
RAIL
IrVIYJ � e v i.
SIDE VIEW
DETAILS
THE BACKER RODS SHALL CONFORM TO THE REQUIREMENTS OF TYPE M
BOND BREAKER.SEE SECTION 1028 OF THE STANDARD SPECIFICATIONS.
WHEN CORED SLABS ARE CAST,AN INTERNAL HOLD—DOWN SYSTEM SHALL BE
EMPLOYED TO PREVENT VOIDS FROM RISING OR MOVING SIDEWAYS.AT LEAST
SIX WEEKS PRIOR TO CASTING CORED SLABS,THE CONTRACTOR SHALL SUBMIT
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.
THE TRANSFER OF LOAD FROM THE ANCHORAGES TO THE CORED SLAB UNIT
SHALL BE DONE WHEN THE CONCRETE HAS REACHED A COMPRESSIVE
STRENGTH OF NOT LESS THAN THE REQUIRED STRENGTH SHOWN IN THE
"CONCRETE RELEASE STRENGTH" TABLE.
ALL REINFORCING STEEL IN VERTICAL CONCRETE BARRIER RAILS SHALL
BE EPDXY COATED.
PRESTRESSING STRANDS SHALL BE CUT FLUSH WITH THE CORED SLAB UNIT
ENDS.
APPLY EPDXY PROTECTIVE COATING TO CORED SLAB UNIT ENDS.
GROOVED CONTRACTION JOINTS,�/2" IN DEPTH,SHALL BE TOOLED IN ALL
EXPOSED FACES OF THE BARRIER RAIL AND IN ACCORDANCE WITH ARTICLE
825-10(B)OF THE STANDARD SPECIFICATIONSeA CONTRACTION JOINT SHALL
BE LOCATED AT EACH THIRD POINT BETWEEN BARRIER RAIL EXPANSION
JOINTS. ONLY ONE CONTRACTION JOINT IS REQUIRED AT MIDPOINT OF
BARRIER RAIL SEGMENTS LESS THAN 20 FEET IN LENGTH AND NO
CONTRACTION JOINTS ARE REQUIRED FOR THOSE SEGMENTS LESS THAN
10 FEET IN LENGTHe
FLAME CUTTING OF THE TRANSVERSE POST—TENSIONING STRAND IS NOT
ALLOWED.
THE #4 S11 STIRRUPS MAY BE SHIFTED AS NECESSARY TO MAINTAIN 1"
CLEAR TO THE GROUTED RECESS.
FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS.
THE PERMITTED THREADED INSERTS ARE DETAILED AS AN OPTION FOR THE
CONTRACTOR TO ATTACH FALSEWORK AND FORMWORK DURING CONSTRUCTION.
THE PERMITTED THREADED INSERTS IN THE EXTERIOR UNITS SHALL BE
SIZED BY THE CONTRACTOR,SPACED AT 4'-0"CENTERS AND GALVANIZED
IN ACCORDANCE WITH SECTION 1076 OF THE STANDARD SPECIFICATIONS.
STAINLESS STEEL THREADED INSERTS MAY BE USED AS AN ALTERNATE.
THE PERMITTED THREADED INSERTS SHALL BE GROUTED BY THE CONTRACTOR
IMMEDIATELY FOLLOWING REMOVAL OF THE FALSEWORK.
THE COST OF THE PERMITTED THREADED INSERTS SHALL BE INCLUDED IN
THE PRICE BID FOR THE PRECAST UNITS.
GRADE 270 STRANDS
0.6" Qs L.R.
AREA 0.217
( SQUARE INCHES )
ULTIMATE STRENGTH 58,600
( LBS. PER STRAND )
APPLIED PRESTRESS 43,950
( LBSe PER STRAND )
STV STV ENGINEERS, INC.
1�� 900 West Trade St., Suite 715
eQ/�/� Charlotte, NC 28202
NC License Number F-0991
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
CONCRETE RELEASE STRENGTH
UNIT PSI
70' UNITS 5500
PROJECT N0. 176P.14.R.158
MACON COUNTY
STATION:
SHEET 4 OF 4
17+07.50 -L-
�
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� GUARDRAIL
ANCHOR ASSEI
� 1%16" Qs HOLES (
�/4" HOLD—DOW
11"
4„ 4„
PLAN
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�/4" HOLD—DOWN I�
� GUARDR�
ANCHOR ASS
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-----------------
-----------------
SECTION E-E
E
i�.�-�r.T.��r.n�.i�N■r.�-�.�-���.��r�er.1-�
� 7/$" QS X 1'-2" BOLT
WITH ROUND
WASHERS (TYP.)
� GUARDRAIL
ANCHOR
ASSEMBLY
�
;�
1�/4" Qs HOLE �'
(TYP.)
SLAti
FINISHED
GRADE
GUARDRAIL ANCHOR ASSEM BLY DETAILS
ELEVATION
PLAN
LOCATION OF
ANCHORS FOR GUARDRAIL
END BENT #1 SHOWN, END BENT #2 SIMILAR.
NOTES
THE GUARDRAIL ANCHOR ASSEMBLY SHALL CONSIST OF A�/4" HOLD DOWN PLATE AND
7— 7/8" � BOLTS WITH NUTS AND WASHERSe
THE HOLD—DOWN PLATE SHALL CONFORM TO AASHTO M270 GRADE 36oAFTER
FABRICATION,THE HOLD—DOWN PLATE SHALL BE HOT—DIP GALVANIZED IN ACCORDANCE
WITH AASHTO M111.
BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A307 AND NUTS SHALL
CONFORM TO THE REQUIREMENTS OF AASHTO M291. BOLTS,NUTS AND WASHERS SHALL
BE GALVANIZED. (AT THE CONTRACTOR'S OPTION,STAINLESS STEEL BOLTS,NUTS
AND WASHERS MAY BE USED AS AN ALTERNATE FOR THE 7/$" Q� GALVANIZED BOLTS,
NUTS AND WASHERS.THEY SHALL CONFORM TO OR EXCEED THE MECHANICAL
REQUIREMENTS OF ASTM A307eTHE USE OF THIS ALTERNATE SHALL BE APPROVED BY
THE ENGINEERe)
THE GUARDRAIL ANCHOR ASSEMBLY IS REQUIRED AT ALL POINTS WHERE APPROACH
GUARDRAIL IS TO BE ATTACHED TO THE END OF BARRIER RAIL.FOR POINTS OF
ATTACHMENT,SEE SKETCHe
AFTER INSTALLATION,THE EXPOSED THREAD OF THE BOLT SHALL BE BURRED WITH A
SHARP POINTED TOOL.
THE COST OF THE GUARDRAIL ANCHOR ASSEMBLY SHALL BE INCLUDED IN THE UNIT
CONTRACT PRICE BID FOR VERTICAL CONCRETE BARRIER RAIL.
THE VERTICAL REINFORCING BARS MAY BE SHIFTED SLIGHTLY IN THE VERTICAL
CONCRETE BARRIER RAIL TO CLEAR ASSEMBLY BOLTS.
THE 1�/4" Qs HOLES SHALL BE FORMED OR DRILLED WITH A CORE BITe IMPACT TOOLS
WILL NOT BE PERMITTEDe ANY CONCRETE DAMAGED BY THIS WORK SHALL BE REPAIRED
TO THE SATISFACTION OF THE ENGINEER.
EDGE OF
SLAB
�
�
EDGE OF
SLAB
SKETCH SHOWING
POINTS OF ATTACHMENT
� DENOTES GUARDRAIL ANCHOR ASSEMBLY
STV STV ENGINEERS, INC.
1�� 900 West Trade St., Suite 715
eQ/�/� Charlotte, NC 28202
NC License Number F-0991
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
PROJECT N0. 176P.14.R.158
MACON COUNTY
STATION: 17+07.50 -L-
STDo NOo GRA3
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POUR #
UPPER P�
OF WIN(
POUR #1
CAP, LOWEf
PART OF WIN(
CONCRETE COL
EL. 2276e77 —
TOP OF WING
(LEVEL)
ELe 2266.77 —
BOTTOM OF
CAP & WING
#4 S1 & S2 —
(TYP. EA. END)
ELe 2273.77
$„
(TYP.)
� HP 12 X 53 STEEL PILES
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#4 B3 UNDER #4 B2 OR —
#4 B5 OVER PILES C�
4'-0" CTS. (12 REQ'D)
4—#9 B1 r#4 B2 (EA. FACE)
4'-0" MIN.
EMBEDMENT
(TYP.) �
(TYP.)
5'-10"
� 8—#4 S3
(TYP. EAe PILE)
8—#4 S1 & S2
C� 8" CTS.
(TYP. BAYS 1-3)
5'-10"
7„
(TYP.)
O
MECHANICAL REBAR
SPLICE (TYP.)
EL. 2273.47
CONST. JTe
4—#4 B2
(OVER PILES)
I
SEE DETAIL "A"
FOR STIRRUP
LAYOUT I
5'-10"
�O
a�,_�„
NOTES
STIRRUPS IN CAP MAY BE SHIFTED AS
NECESSARY TO CLEAR DOWELS.
THE CONCRETE IN THE SHADED AREA OF
THE WING SHALL BE POURED AFTER THE
VERTICAL CONCRETE BARRIER RAIL IS
CAST IF SLIP FORMING IS USED.
FOR PILE SPLICE DETAILS,SEE SHEET 4 OF 4.
FOR WING DETAILS,SEE SHEET 3 OF 4.
FOR CONSTRUCTION JOINT DETAILS,
SEE SHEET 4 OF 4.
FOR MECHANICAL SPLICES,SEE SECTION
425-5(B)OF THE STANDARD SPECIFICATIONS.
CONST. JT.
#4 S6 & S7-
PLAN I. 5�-6��s�� .I I / �%
WORKLINE
ELe 2273e45
. �• ;.
II I
EL. 2266.47
ISEE DETAIL "A"
FOR STIRRUP
LAYOUT
2�-7��2�� 5�-5��2„
8,_1„
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A
A
#4 B5 (EA. FACE)
0.0142 SLOPE
4—#4 B5
(OVER PILES)
8,_1„
EL. 2276e11 —
TOP OF WING
(LEVEL)
3" HIGH BEAM BOLSTER
C� 5'-0" CTS.
8�/2" 11—#4 S1 & S2
(TYP.) C� 8" CTSe
(TYP. BAYS 5 & 6)
$,_1„
ELEVATION
WINGS NOT SHOWN FOR CLARITY.
FOR SECTION A-A,SEE SHEET 4 OF 4.
CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY.
SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL",SHEET 4 OF 4.
O
CONST. JT.
(TYPe)
ELe 2273.11
0
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H
�
TOP OF PILE
ELEVATIONS
O2270.74
O2270.66
O2270.57
O2270.49
O2270.38
O2270.26
O2270.15
#4 S4
& S5
FILL � 2 EQUAL
FACE SPA. 8—#4 S1 & S2
(TYP.) C� 8" CTS.
DETAIL "A"
EL. 2266.11
BOTTOM OF
CAP & WING
8 ��2„
(TYPJ
O
STV STV ENGINEERS, INC.
1�� 900 West Trade St., Suite 715
eQ/�/� Charlotte, NC 28202
NC License Number F-0991
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
FRONT I
FACE
7„
PROJECT N0. 176P.14.R.158
MACON COUNTY
STATION:
SHEET 1 OF 4
17+07.50 -L-
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2�-9�i6„
18,_8„
18,_8„
2�_93�6��
NOTES
STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELS.
THE CONCRETE IN THE SHADED AREA OF THE WING SHALL BE POURED
AFTER THE VERTICAL CONCRETE BARRIER RAIL IS CAST IF SLIP
FORMING IS USED.
FOR PILE SPLICE DETAILS,SEE SHEET 4 OF 4.
FOR WING DETAILS,SEE SHEET 3 OF 4.
FOR CONSTRUCTION JOINT DETAILS,SEE SHEET 4 OF 4.
�
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CONSTe JTe
(TYPe)
EL. 2276.56
, :
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I H
� �
EL. 2269e56 —
BOTTOM OF
CAP & WING
#4 S1 & S2 —
(TYP. EA. END)
� HP 12 X 53 STEEL PILES
I L /`-'1 I V
WORKLINE
ELEVATION
WINGS NOT SHOWN FOR CLARITY.
FOR SECTION A—A,SEE SHEET 4 OF 4e
CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY.
SEE ��CORROSION PROTECTION FOR STEEL PILES DETAIL",SHEET 4 OF 4.
— EL. 2278.90
TOP OF WING
(LEVEL)
— POUR #2
UPPER PART
OF WINGS
POUR #1
CAP, LOWER
PART OF WINGS &
CONCRETE COLLARS
EL. 2268e90
BOTTOM OF
CAP & WING
STV STV ENGINEERS, INC.
1�� 900 West Trade St., Suite 715
eQ/�/� Charlotte, NC 28202
NC License Number F-0991
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
( I Y F'e) (� ti"" (; I 5.
DETAIL ��A"
TOP OF PILE
ELEVATIONS
O2273e53
O2273e45
O2273.36
O2273.28
O2273.17
O2273.05
O2272.94
PROJECT N0. 176P.14.R.158
_L
�E
MACON COUNTY
STATION: 17+07.50 -L-
SHEET 2 OF 4
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12'-6i/a„
PLAN OF WING (W1
#4 V1 R�R� (FD_ F�f'F) 3"
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(LEVEU � � �
ELEVATION OF WING (W1
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9,_�„
il'-0�/4"
PLAN OF WING (
3" #4 V1 R�R� (F�_ FOC'F)
2�_�i�4��
W ING DETAILS
�4 5�_��� CTSe � � lLC V CLl
ELEVATION OF WING (
EA. FACE)
N
#
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1'-0"
2" CL. 2" CL.
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2 =
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#4 V1
FILL FACE
CONSTa JT.
� ' 3" HIGH B.Be
� SECTION X-X
STV STV ENGINEERS, INC.
1�� 900 West Trade St., Suite 715
eQ/�/� Charlotte, NC 28202
NC License Number F-0991
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
�
1'-0"
�" ('I _ �" CI _
#4 vi
ONST. JT.
J I 11V1 I U.U.
SECTION Y-Y
PROJECT N0. 176P.14.R.158
MACON COUNTY
STATION: 17+07.50 -L-
SHEET 3 OF 4
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MINIMUM OF 3- ONE CUBIC-
FOOT BAGS OF #78M STONEe
BAGS SHALL BE OF POROUS
FABRIC,SECURELY TIED.
GRADE TO DRAIN
6"(MIN.) PIPE
FOR DRAINAGE
TOE OF SLOPEJ
BAGGED STONE AND PIPE SHALL BE PLACED IMMEDIATELY AFTER COMPLETION
OF END BENT EXCAVATION. PIPE MAY BE EITHER CONCRETE,CORRUGATED
STEEL,CORRUGATED ALUMINUM ALLOY,OR CORRUGATED PLASTICe PERFORATED
PIPE WILL NOT BE ALLOWED.
BAGGED STONE SHALL REMAIN IN PLACE UNTIL THE ENGINEER DIRECTS THAT
IT BE REMOVED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SILT
ACCUMULATIONS AT BAGGED STONE WHEN SO DIRECTED BY THE ENGINEER.
BAGS SHALL BE REMOVED AND REPLACED WHENEVER THE ENGINEER DETER-
MINES THAT THEY HAVE DETERIORATED AND LOST THEIR EFFECTIVENESS.
NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK AND THE ENTIRE
COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE
BID FOR THE SEVERAL PAY ITEMS.
TEMPORARY DRAINAGE AT END BENT
BACK GOUGE
DETAIL A
� V �PILE HORIZONTAL �- BEARING
PILE VERTICAL
o OR VERTICAL
00
� o �„ Tp �/s�� 60° +10 �
o ' -p —
� \\
BACK GOUGE
DETAIL B
\
0
� /,
� ,
~ 0" TO %8" �
DETAIL A � �
0
p DETAIL B
POSITION OF PILE DURING WELDING.
PILE SPLICE DETAILS
1 �----,
� `.
i �
/ �
� —�—
i
� _�_
-�-
�
1 � -�-
�,---.
- �.
i �
/ �
i �
i � �
1
-- — t � �—
�` — � — ; i
� PILES & .� �
CONCRETE COLLARS `�___,-'
2'-0" QJ CONCRETE COLLAR
(TYP. EACH PILE)
PLAN
2,_6„
1'-3" .
1'-3"
/
—�—
�
BAR TYPES BILL OF MATERIAL BILL OF MATERIAL
HK. 1 4" � END BENT 1 CSTAGE 1) END BENT 1(STAGE 2)
O
� BAR N0. SIZE TYPE LENGTH WEIGHT BAR N0. SIZE TYPE LENGTH WEIGHT
1'-3" 21'-3" B1 O 3 `�' B1 8 #9 1 22'-6" 612 B3 6 #4 STR 2'-5" 10
O , „ , „
B2 24 #4 STR 21 -3 341 B4 8 #9 1 24 -7 669
1'-3" 23'-4" B4 �- B3 6 #4 STR 2'-5" 10 B5 24 #4 STR 23'-4" 374
10'-6" H1 g�-2�� H3
� = 10'-2" H2 D1 10 #6 STR 1'-6" 23 D1 12 #6 STR 1'-6" 27
� 1'-3" LAP
S2 4� " 2'-5" q� " H1 16 #4 2 11'-2" 119 H3 32 #4 3 8'-10" 189
\ �2 �2 H2 16 #4 2 10'-10" 116
'� S5 4��2„ 2,_6„ 4i�2„
�
� 4 S7 4� �� 2�-9�� 4� �� K1 8 #4 STR 3'-3" 17 K1 8 #4 STR 3'-3" 17
/2 /2 6
O # � _ �� # � _ ��
S1 25 4 4 16 5 274 S1 31 4 4 16 5 340
S1 2'-5" HK. HK. S2 25 #4 5 3'-2" 53 S2 31 #4 5 3'-2" 66
S4 2'-6" O S3 32 #4 6 6'-6" 139 S3 24 #4 6 6'-6" 104
S6 2'-9" 1�-8�� � S4 1 #4 4 16'-6" 11 S4 1 #4 4 16'-6" 11
ALL BAR DIMENSIONS ARE OUT TO OUT. S5 1 #4 5 3'-3" 2 S5 1 #4 5 3'-3" 2
END BENT No. 1(STAGE 1) END BENT No. 1(STAGE 2) END BENT Noe 2(STAGE 1) END BENT Noe 2(STAGE 2) S6 1 #4 4 16'-9" 11 S6 1 #4 4 16'-9" 11
HP 12 X 53 STEEL PILES HP 12 X 53 STEEL PILES HP 12 X 53 STEEL PILES HP 12 X 53 STEEL PILES S7 1 #4 5 3'-6" 2 S7 1 #4 5 3'-6" 2
N0: 4 LINe FT.= 60°0 N0: 3 LIN. FTe= 45.0 N0: 4 LIN. FTe= 60.0 N0: 3 LIN. FTe= 45.0
PILE DRIVING EQUIPMENT PILE DRIVING EQUIPMENT PILE DRIVING EQUIPMENT PILE DRIVING EQUIPMENT V1 30 #4 STR 9'-7" 192 V1 26 #4 STR 9'-7" 166
SETUP FOR HP 12 X 53 SETUP FOR HP 12 X 53 SETUP FOR HP 12 X 53 SETUP FOR HP 12 X 53 REINFORCING STEEL 1922 LBS. REINFORCING STEEL 1988 LBS.
STEEL PILES N0:4 STEEL PILES N0:3 STEEL PILES N0:4 STEEL PILES NOe3 CLASS A CONCRETE BREAKDOWN CLASS A CONCRETE BREAKDOWN
PILE EXCAVATION IN SOIL PILE EXCAVATION IN SOIL PILE EXCAVATION IN SOIL PILE EXCAVATION IN SOIL POUR #1 CAP, LOWER PART 18.1 C.Y. POUR #1 CAP, LOWER PART 19.8 C.Y.
LINe FT.= 0.0 LIN. FT.= 0.0 LIN. FT.= 4.0 LINe FTe= 3.0 OF WINGS & COLLARS OF WINGS & COLLARS
PILE EXCAVATION NOT IN PILE EXCAVATION NOT IN PILE EXCAVATION NOT IN PILE EXCAVATION NOT IN POUR #2 UPPER PART OF 1e5 C.Y. POUR #2 UPPER PART OF 1e3 C.Y.
SOIL LIN. FT.= 40.0 SOIL LIN. FT.= 30.0 SOIL LIN. FT.= 36.0 SOIL LIN. FT.= 27.0 WINGS WINGS
TOTAL CLASS A CONCRETE 19e6 C.Y. TOTAL CLASS A CONCRETE 21.1 C.Ye
STAGE 1 STAGE 2 END BENT 2(STAGE 1) END 6ENT 2 CSTAGE 2)
3�/2"(STOP KEY 6" BAR NOo SIZE TYPE LENGTH WEIGHT BAR NOo SIZE TYPE LENGTH WEIGHT
#6 D1 DOWELS TO FROM EACH FACE) B1 8 #9 1 22'-6" 612 B3 6 #4 STR 2'-5" 10
PROJECT 9" ABOVE CONST. JT.
CAP (TYP.) B2 24 #4 STR 21'-3" 341 B4 8 #9 1 24'-7" 669
;�, i B3 6 #4 STR 2'-5" 10 B5 24 #4 STR 23'-4" 374
N � # i a # i ii
I , � � � D1 10 6 STR 1-6 23 D1 12 6 STR 1-6 27
�r r`' i �
� , �
`�' � �` H3 32 #4 3 8'-10" 189 H1 16 #4 2 11'-2" 119
�
-- � M i H2 16 #4 2 10'-10" 116
N I
� I �
� I � CORED
SLAB UNIT
11" 11"
ELAS8'OMERIC/' BRG. /
1'-10"
PAD (TYPE I) (TYP.) FILL FACE
DETAIL "B"
(END BENT No. 1 SHOWN, END BENT No. 2 SIMILAR BY ROTATION)
FILL FACE
� CONCRETE
`O COLLAR
�
� HP 12 X 5:
STEEL PILE
ELEVATION
BOTTOM
OF CAP
CORROSION PROTECTION FOR STEEL PILES DETAIL
(END BENT No. 1 SHOWN, END BENT No. 2 SIMILAR BY ROTATION)
� DRAWN BY : LEM DATE : 7-17
c CHECKED BY : JTG DATE : 11-17
0
� DESIGN ENGINEER OF RECORD : �W� DATE : 1-18
CONSTo JTo DETAIL
1'-0" 11" 10"
1�_7��2�� � #6 D1 DOWEL
�� I
� 2 CL. #4 S2, S5, OR S7
I
4-#9 B1 OR B4 �
2"CLo (TYP.)
FILL
FACE
#4 S1, S4,
OR S6
2-#9 B1 OR B4
8 �i
-#4 B3
i • _• �
8 ii
w
U
Q
�
4-#4 B2 OR B5 w
Ca) 4" CTSe ;
OVER PILES �
�
@ o
� �
vi m
�
U O
�
� N
@ O �' m
M � Q �
N � #
�
� o
# �'
�
�
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� � �
2-#9 B1 OR B4
� HP 12 X 53 '
STEEL PILE 3" HIGH B.B.
1�-4�2'� 1�-4��2„
2,_9„
SECTION A—A
(CONCRETE COLLAR NOT SHOWN FOR CLARITY.
SEE '�CORROSION PROTECTION FOR STEEL PILES DETAIL.")
K1 8 #4 STR 3'-3"
S1 25 #4 4 16'-5'
S2 25 #4 5 3'-2"
S3 32 #4 6 6'-6"
S4 1 #4 4 16'-6'
S5 1 #4 5 3'-3"
S6 1 #4 4 16'-9'
S7 1 #4 5 3'-6"
V1 26 #4 STR 9'-7"
REINFORCING STEEL
CLASS A CONCRETE BREAKDOWN
POUR #1 CAP, LOWER PART
OF WINGS & COLLARS
POUR #2 UPPER PART OF
WINGS
TOTAL CLASS A CONCRETE
17 K1 8 #4 STR 3'-3" 17
274 S1 31 #4 4 16'-5" 340
53 S2 31 #4 5 3'-2" 66
139 S3 24 #4 6 6'-6" 104
11 S4 1 #4 4 16'-6" 11
2 S5 1 #4 5 3'-3" 2
11 S6 1 #4 4 16'-9" 11
2 S7 1 #4 5 3'-6" 2
166 V1 30 #4 STR 9'-7" 192
1850 LBS. REINFORCING STEEL 2060 LBS.
CLASS A CONCRETE BREAKDOWN
17.5 C.Y. POUR #1 CAP, LOWER PART 20.4 C.Y.
OF WINGS & COLLARS
1.3 C.Y. POUR #2 UPPER PART OF 1e5 CeY.
WINGS
18e8 C.Y. TOTAL CLASS A CONCRETE 21e9 CeYe
PROJECT N0. 176P.14.R.158
MACON COUNTY
STATION: 17+07.50 —L—
SHEET 4 OF 4
STV STV ENGINEERS, INC.
1�� 900 West Trade St., Suite 715
eQ/�/� Charlotte, NC 28202
NC License Number F-0991
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
SUBSTRUCTURE
END BENT DETAI�S
REVISIONS
BY: DATE: N0. BY:
�
DATE:
SHEET N0.
S-14
TOTAL
SHEETS
17
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TOP OF RIP RAP
SHOULDER LINE
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TOP OF RIP RAP
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BENT TO EL.2268
ELe 2273.00
TOP OF RIP RAP
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TOP OF RIP RAP ` �� ' ' � � � � � 1 ��1 �� i
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TIE INTO EXISTING
GROUND EL. 2275 ± ````�''------''�
PLAN - END BENT 1
EL. 2268000
TOP OF RIP
REMOVE EXISTING
END BENT TO
EL. 2269
.,.
EL. 2275 ±
TOP OF RIP
EL. 2270.00
TOP OF RIP RAP
FOR ELEVATION
SEE PLAN VIEW
2,_0„
GEOTEXTILE
GROUND EL.2268.00
SECTION H-H
�
RAP �
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EL. 2271.00
�
SHOULDER LINE
W.P. 2 C� FILL FACE
END BENT 2
, _ ___
.�
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.�` �
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TOP OF RIP RAP `�' ----'��
REMOVE EXISToEND BENT
TO AVOID CONFLICT WITH
��"�OSED END BENT
�
�,__ 1e5e1.
PLAN - END BENT 2
EXTENDED TANGENT
SHOULDER LINE
N
ESTIMATED QUANTITIES
RIP RAP GEOTEXTILE
BRIDGE C� CLASS II FOR DRAINAGE
STA. 17+07e50 —L— �2�-0" THICK)
TONS SQUARE YARDS
END BENT 1 75 83
END BENT 2 55 61
STV STV ENGINEERS, INC.
1�� 900 West Trade St., Suite 715
eQ/�/� Charlotte, NC 28202
NC License Number F-0991
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
PROJECT N0. 176P.14.R.158
MACON COUNTY
STATION: 17+07.50 -L-
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#4A1 (TOP
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—#4A2 (BOT.
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1'-3"
9"
,
3"
N
�
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BEGIN
APPROACH SLAB
�� PROPOSED , z
6 ASPHALT iv �
'-'�I PAVEMENT
L ,
� i
v� ,
� .
� U
#6B2 d-
ROADWAY
APPROVED WIRE BAR
� SUPPORTS (� 3'-0" CTS.
N
�
�
#4A1 OR
#4A2
�.12,_�„
� � ��
11-#4A1 C� 1'-0" CTS.
(TOP OF SLAB)
11-#4A2 C� 1'-0"CTS.
(BOTTOM OF SLAB) �
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-------�------- --- �
CONST.
JOINT
#4A4 (BOT.
OF SLAB)
#4A2, A4
OR A6
N APPROXIMATE
N 1e 1 SLOPE
� (TO BE DETERMINED
BY THE CONTRACTOR)
�
0
N
�
�
N
\
t NORMAL TO END BENT
O�J�� \
6,�
#4A3 (TOP
OF SLAB)
#5B1
�
4"� PERFORATED
SCHEDULE 40
� DRAWN BY : LEM DATE : 7-17
c CHECKED BY : MLO DATE : 11-17
0
� DESIGN ENGINEER OF RECORD : �W� DATE : 1-18
9„
3"
FILL FACE (�
END BENT #1
3" �
9„
1'-3"
#4A1 OR
#4q2
MECHANICAL
SPLICE (TYP.)
-L-
60 ° -00'-00"
(TYP.)
�N �
�
�N
11-#4A3 C� 1'-0"CTS.
(TOP OF SLAB)
11-#4A4 C� 1'-0"CTS.
(BOTTOM OF SLAB)
N�
N � #4A1 (TOP-
OF SLAB)
#4A2 (BOTo
OF SLAB) �12'-0"
� �� ��
11-#4A1 Ca� 1'-0" CTSe
(TOP OF SLAB)
11-#4A2 Ca� 1'-0" CTSe
(BOTTOM OF SLAB)
#4A3 OR
#4A4
3"
9„
9„
3"
1�_75�8��
6'-3"
�� CONST. �
JOINT �
� ------------I------
� #4A5 OR
#4A6
NOTES BILL OF MATERIAL
� FOR BRIDGE APPROACH FILL INCLUDING GEOTEXTILE, 4" Q� DRAINAGE PIPE, A P P R 0 A C H S L A B A T EB 1
AND SELECT MATERIAL BACKFILL, SEE ROADWAY PLANS. ( S T A G E 1)
m GEOTEXTILE SHALL BE TYPE 1 IN ACCORDANCE WITH THE STANDARD BAR N0. SIZE TYPE LENGTH WEIGHT
m J SPECIFICATIONS SECTION 1056e � A1 13 #4 STR 17'-8" 153
Q �
v� SELECT MATERIAL BACKFILL (CLASS V OR CLASS VI) SHALL BE IN A2 13 #4 STR 17'-8" 153
,� � ACCORDANCE WITH STANDARD SPECIFICATIONS SECTION 1016.
o �
�� SELECT MATERIAL BACKFILL IS TO BE CONTINUOUS ALONG FILL FACE OF � B1 29 #5 STR 11'-1" 335
1'-3" � o BACKWALL FROM OUTSIDE EDGE TO OUTSIDE EDGE OF APPROACH SLAB. B2 29 #6 STR 11'-7" 505
vi � FOR THE 4" QS DRAINAGE PIPE OUTLET(S), SEE ROADWAY STANDARD DRAWINGS. REINFORCING STEEL LBS. 658
� TEMPORARY GUARDRAIL � vi
ANCHOR ASSEMBLY (TYP.,FOR �' � AREA BETWEEN THE WINGWALL AND APPROACH SLAB SHALL BE GRADED TO � EPDXY COATED
DETAILS,SEE "3'-0"X2'-0" ��' DRAIN THE WATER AWAY FROM THE FILL FACE OF THE BRIDGE AND SHALL REINFORCING STEEL LBS. 488
PRESTRESSED CONCRETE @`� BE PAVED.SEE ROADWAY PLANS. CLASS AA CONCRETE C.Y. 9.8
9„ CORED SLAB UNIT�� SHEETS) m@ A P P R 0 A C H S L A B A T E B 1
3�� # m APPROACH SLAB GROOVING IS NOT REQUIREDe
— END �# FOR MECHANICAL SPLICES, SEE SECTION 425-5(B) OF THE STANDARD ( S T A G E 2)
APPROACH SLAB �` � � SPECIFICATIONS. B A R N 0. S I Z E T Y P E L E N G T H W E I G H T
I�
`� � A3 13 #4 STR 19'-1" 166
�o �?�, A4 13 #4 STR 19'-1" 166
60 ° -00'-00"
(TO EXTe TANe)
(TYPo)
s FILL FACE C�
END BENT #2
9" I
m � ���o�
EXTENDED '�o 0o a GRP� �'���
TANGENT � a �' � � .�p ��
'` � o --� �,N
L
0 o F�0
#4A6 (BOT.� �� � CAP FLOW LINE ONLY WITH
OF SLAB) � o EROSION RESISTANT MATERIAL
`� m BACKFILL EXCAVATION HOLE
��J�� � v� AND GRADE TO DRAIN
�o�� �' �� NOTEs IF THE APPROACH SLAB IS NOT CONSTRUCTED IMMEDIATELY
X �;�, AFTER THE BACKFILLING OF THE END BENT EXCAVATION,GRADE TO
� Q�' DRAIN TO THE BOTTOM OF THE SLOPE AND PROVIDE EROSION
#4A5 (TOP �� � RESISTANT MATERIAL, SUCH AS FIBERGLASS ROVING OR AS
OF SLAB) @� DIRECTED BY THE ENGINEER TO PREVENT SOIL EROSION AND TO
PROTECT THE AREA ADJACENT TO THE STRUCTUREeTHE
�@ CONTRACTOR WILL BE REQUIRED TO REMOVE THESE MATERIALS
-' °�n°c� PRIOR TO CONSTRUCTION OF THE APPROACH SLAB.
°°� # � TEMPORARY DRAINAGE DETAIL
Q � #
� M I
�. ., M 8„ 3'-1�/2" CURB
� I I H �.I ��
„ ,� SPLAY
� � BARS
1� #4A5 `v �/-0// V 1 Ja
(TOP OF SLAB)
1'-3"
� ' ' 11-#4A6 C� 1'-0" CTS. � ' '
(BOTTOM OF SLAB)
PLAN C� END BENT 1 PLAN C� END BENT 2
(DIMENSIONS SHOWN ARE TYPICAL FOR BOTH APPROACH SLABS, U.N.O.)
� CONTRACTOR SHALL FIELD CUT BARS, AS NECESSARY, TO MAINTAIN 2" MIN. CLEARANCEe
R�
#4A1, A3
OR A5
U
N
5�/4" CONTINUOUS
HIGH CHAIR UPPER (CHCU)
C� 3'-0" CTS. ACROSS SLAB
�
CLASS "B"STONE
FOR EROSION CONTROL
TEMP.SLOPE DRAIN
2,_�„
EARTH MINe I
DITCH S
BLOCK � ,
��
��
APPROACH � �
,_�„
�IN. FUTURE
�__� SHOULDER
�
APPROACH�
SLAB
SECTION N-N END OF CURB WITHOUT
SHOULDER BERM GUTTER
CURB DETAILS
ELBOW
4'-0"
TEMPORARY
SLOPE DRAIN
�ELBOW
TOE OF FILL �' � ��'"""` �
CLASS "B" STONE
FOR EROSION CONTROL
CORED S�Ag N� o z H SECTION R-R
tl,_1�2„
SLAB Z ' '�' � �
� DE � N�E� N�� 3" EROSION RESISTANT
� z �RPQS-P � 12" MIN. � MATERIAL OVER PIPE
t2e1 SLOPE ��, �� s� R� i� � EARTH DITCH BLOCK
1�/2" BACKER ROD N� F� EROSION RESISTANT MATERIAL I --_____ `
�
� SELECT 2 LAYERS OF 30 LB. END OF ,„
M A T E R I A L R O O F I N G F E L T T O A P P R O A C H S L A B 1-6 MIN.
(CLASS V�^ PREVENT BOND NOTE: IMMEDIATELY AFTER THE CONSTRUCTION OF THE APPROACH SLAB,
O R C L A S S V I) THE CONTRACTOR SHALL PROVIDE TEMPORARY BERM AND SLOPE
DRAINeCONTRACTOR SHALL GRADE TO PIPE INLET AND PROVIDE
EROSION RESISTANT MATERIAL AS SHOWN. THE EROSION 4'-0" MIN.
Z , RESISTANT MATERIAL SHALL BE EITHER 1)ASPHALT PLANT MIX, FILL SLOPE
GEOTEXTILE °O Z TYPE 1 OR TYPE 2, MIN. 2" DEPTH, 2) EROSION CONTROL MAT, OR 3)
', � CONCRETE, AS DIRECTED BY THE ENGINEERe THE SLOPE DRAIN SHALL S EC T I 0 N S- S
, CONSIST OF A NON-PERFORATED TEMPORARY DRAINAGE PIPE,12
INCHES IN DIAMETER.
Pvc PIPE I � PLAN VIEW
3�-��� TEMPORARY gERM AND
STV STV ENGINEERS, INC.
S � 0 P E D R A I N D E T A I L S 100 900 West Trode St., S��te �, 5
SECTION THRU SLAB eQ/�/� Charlotte,N�282o2
NC License Number F-0991
(TYPE II - MODIFIED APPROACH FILL) (TO BE USED WHEN SHOULDER BERM GUTTER IS REQUIRED) DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
� B1 35 #5 STR 11'-1" 405
B2 35 #6 STR 11'-7" 609
REINFORCING STEEL LBS. 775
� EPDXY COATED
REINFORCING STEEL LBS. 571
CLASS AA CONCRETE C. Y. 11.5
APPROACH SLAB AT EB 2
(STAGE 1)
BAR N0. SIZE TYPE LENGTH WEIGHT
� A1 13 #4 STR 17'-8" 153
A2 13 #4 STR 17'-8" 153
� B1 29 #5 STR 11'-1" 335
B2 29 #6 STR 11'-7" 505
REINFORCING STEEL LBS. 658
� EPDXY COATED
REINFORCING STEEL LBS. 488
CLASS AA CONCRETE C. Y. 9.6
APPROACH SLAB AT EB 2
(STAGE 2)
BAR N0. SIZE TYPE LENGTH WEIGHT
� A5 13 #4 STR 19'-6" 169
A6 13 #4 STR 19'-6" 169
� B1 36 #5 STR
B2 36 #6 STR
REINFORCING STEEL
� EPDXY COATED
REINFORCING STEEL
CLASS AA CONCRETE
11'-1"
11'-7"
LBS.
LBS.
C. Y.
416
626
795
585
12.0
PROJECT N0. 176P.14.R.158
MACON COUNTY
STATION: 17+07.50 -L-
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
BRIDGE APPROACH SLAB
FOR PRESTRESSED CONCRETE
CORED SLAB UNIT
(SUB-REGIONAL TIER)
60° SKEW
REVISIONS SHEET N0.
10. BY: DATE: N0. BY: DATE: S-16
�j � TOTAL
� SHEETS
2 L� 17
�
�
�
0
N
\
C,O
N
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a�
c
0
�
�
ROC
SEE
PL�
7�,i_nii
PLAN
r� nn�� �� � n e nTnsi
ELEVATION
� EXISTING
� � GROUNDLINE
\
\ — — — — — — — — — — — —
CONSTRUCTION LIMITS SHALL
NOT EXTEND TO ANY
CONTACT WITH LIVE WATER
ROCK EL. 2267 ±
SECTION C—C
ntivu
MATTRESS
NOTESo
THE CONTRACTOR SHALL FIELD VERIFY THAT THERE ARE NO CONFLICTS BETWEEN
WALL SYSTEM AND EXISTING UTILITIES PRIOR TO INSTALLING ANY PORTION
OF THE WALL.
INSTALL GABIONS PER THE MANUFACTURER'S RECOMMENDED INSTALLATION
INSTRUCTIONS.
BACKFILL GABIONS WITH SELECT MATERIAL,CLASS II,TYPE I IN ACCORDANCE
WITH SECTION 1016 OF THE STANDARD SPECIFICATIONS.
A MINIMUM BEARING OF 2,000 PSF SHALL BE VERIFIED PRIOR TO
CONSTRUCTION OF WALL.IF NECESSARY,CONTRACTOR SHALL PREPARE AND/OR
MAKE GROUND MODIFICATIONS IN ORDER TO SATISFY MINIMUM BEARING
PRESSURE.
GABION INFILL MATERIAL ASSUMED TO HAVE A UNIT WEIGHT OF 120 PCF FOR
DESIGN.CONTRACTOR SHALL VERIFY DESIGN BASED ON ACTUAL INFILL
MATERIALSe
OVERLAP FABRIC A MINIMUM OF 18"OR AS DIRECTED BY THE ENGINEER.
RENO MATRESSES TO BE FILLED WITH THE SIZE AND TYPE OF STONE AS
OUTLINED IN THE SPECIAL PROVISIONSe
RENO MATRESSES TO BE CUT AND FILLED TO CREATE A LEVEL PLATFORM FOR
THE GABIONS IN ACCORDANCE TO THE SPECIAL PROVISIONS OR AS DIRECTED BY
THE ENGINEER.
FOR GABION RETAINING WALL,SEE SPECIAL PROVISIONS.
GABION TYPE WIDTH HEIGHT
TYPE "A" GABION 3'-0" 3'-0"
TYPE 'B" GABION 1'-6" 3'-0"
TYPE "C" RENO MATTRESS 6'-0" 9"
3'-1
U /
TYPE "B" ��
.�
_-
_-
_-
_-
GEOTEXTILE,TYPE 4
STV STV ENGINEERS, INC.
1�� 900 West Trade St., Suite 715
eQ/�/� Charlotte, NC 28202
NC License Number F-0991
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
PROJECT N0. 176P.14.R.158
MACON COUNTY
STATION: 17+07.50 -L-
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DESIGN DATAo
SPECIFICATIONS —————————————————
LIVELOAD ————————————————————
IMPACT ALLOWANCE ————————————————
STRESS IN EXTREME FIBER OF
STRUCTURAL STEEL — AASHTO M270 GRADE 36 ——
— AASHTO M270 GRADE 50W — —
— AASHTO M270 GRADE 50
REINFORCING STEEL IN TENSION — GRADE 60 ———
CONCRETE IN COMPRESSION — — — — — — — — — — — —
CONCRETE IN SHEAR ————————————————
STRUCTURAL TIMBER — TREATED OR UNTREATED
EXTREME FIBER STRESS — — —
COMPRESSION PERPENDICULAR TO GRAIN
OF TIMBER
EQUIVALENT FLUID PRESSURE OF EARTH
MATERIAL AND WORKMANSHIPo
A.A.S.H.T.O. (CURRENT)
SEE PLANS
S E E AvA.S.H.TeOe
20,000 LBS. PER SQe IN.
27,000 LBSe PER SQe IN.
27,000 LBS. PER SQ. IN.
24,000 LBS. PER SQ. IN.
1,200 LBS. PER SQ. IN.
S E E A.A.SeH.T.Oe
1,800 LBS. PER SQ. IN.
375 LBSo PER SQ. IN.
30 LBS. PER CUe FTe
(MINIMUM)
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
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.
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL
BE HOT ROLLED.
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UNLESS OTHERWISE REQUIRED ON PLANS,CLASS A CONCRETE SHALL BE
USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THATa
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES,
ABUTMENT BACKWALLS,AND APPROACH SLABS;AND CLASS B CONCRETE SHALL
BE USED FOR SLOPE PROTECTION AND RIP RAP.
CONCRETE CHAMFERSo
UNLESS OTHERWISE NOTED ON THE PLANS,ALL EXPOSED CORNERS ON
STRUCTURES SHALL BE CHAMFERED %4"WITH THE FOLLOWING EXCEPTIONS:
TOP CORNERS OF CURBS MAY BE ROUNDED TO 1�/2"RADIUS WHICH IS BUILT
INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS
SHALL BE ROUNDED WITH A�/4"FINISHING TOOL UNLESS OTHERWISE REQUIRED
ON PLANS;AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES
AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A�/4"RADIUS
WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE RE�UIRED ON PLANS.
DOWELSo
DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS,SHALL
BE EMBEDDED AT LEAST 12"INTO THE OLD CONCRETE AND GROUTED INTO
PLACE WITH 1:2 CEMENT MORTAR.
STANDARD NOTES
ALLOWANCE FOR DEAD LOAD DEFLECTION9 SETTLEMENT9
ETCoIN CASTING SUPERSTRUCTURESo
BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS.
SLABS,CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVEo
ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD
DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED
ON PLANSe IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE
GIRDER BRIDGES,ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS
FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING
UP TO THE SLAB,THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED
BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS,VERTICAL CURVE
ORDINATE,AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH
BOTTOM OF TOP FLANGES,DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED
TO COMPENSATE FOR DEAD LOAD DEFLECTION,VERTICAL CURVE ORDINATE,AND
ACTUAL BEAM CAMBER.
IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS,AN
ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS,SETTLEMENT OF FALSEWORK,
AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE
ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK,THE FINISHED STRUCTURES
SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND
CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.
DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE
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
FALSEWORK OR FORMS IS STARTED.
REINFORCING STEELo
ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
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.
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
BE LAPPED TO LOCK LEGS ON ADJOINING PIECESe
STRUCTURAL STEELo
AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE 7/8" � SHEAR STUDS FOR THE
THE�RATEDOFS3E�I%8I Qs STUDS FOR 4 S. %H � ST DS,IAND STUD SPAC I G MC ANGES
SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF 7/8"Qs STUDS
ALONG THE BEAM AS SHOWN FOR %4" � STUDS BASED ON THE RATIO OF 3— 7/8" �
STUDS FOR 4—%4"i� STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST
BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-0".
EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER
PLATE IS IN CONTACT WITH BEARING PLATE,THE CONTRACTOR MAY,AT HIS OPTION,
SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE
EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/6"IN THICKNESS AND
DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2"OR A THICKNESS
EQUAL TO 2 TIMES THE FLANGE THICKNESSe 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.
WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER
SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY
ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY %16INCH OR
EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING,GALVANIZING,
OR METALLIZING.
REV. 6-16-95 EEM (�) RGW REV, 5-7-03 RWW (�) JTE REV. 10-1-11 MAA (�) GM 1/26/2018
REV. 8-16-99 RWW (�) LES REV. 5-1-06 TLA (� GM REV, 12-17 MAA (� THC R:\Structures\ustation\401_035_176P.14.R.158_SMU_SN.dgn
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HANDRAILS AND POSTSo
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
ON PLANSe THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM
RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB.
METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE
AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE.
FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE
REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL
BE OBTAINED.CASTINGS WITH DISCOLORATIONS OR OF NON—UNIFORM COLORING WILL
NOT BE ACCEPTED.CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS.
SPECIAL NOTESo
GENERALLY,IN CASE OF DISCREPANCY,THIS STANDARD SHEET OF NOTES SHALL
GOVERN OVER THE SPECIFICATIONS,BUT THE REMAINDER OF THE PLANS SHALL GOVERN
OVER NOTES HEREON,AND SPECIAL PROVISIONS SHALL GOVERN OVER ALLo SEE
SPECIFICATIONS ARTICLE 105-4.
STDo NOo SN
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