p caswell county b
TRANSCRIPT
NO. TOTAL SHEETS
DESIGN DATA PROJECT LENGTH
1
NCDOT CONTACT:
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A M
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DIVISION 7
D E
P A
R T
SIGNATURE:
P.E.
SIGNATURE:
P.E.
HYDRAULICS ENGINEER
PROGRAM MANAGER
DIVISION BRIDGE
T I P P
R O J E
P .7 .R .1 0 8 17BP.7.R.108
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DAVID FUH, PE
LICENSE NO. F-0669
LOCATION: BRIDGE NO. 108 OVER COUNTY LINE CREEK ON SR 1156 (BADGETT SISTERS PARKWAY)
V = 35 MPH
ADT 2025 = 580
ADT 2009 = 290
HDR Engineering, Inc. of the Carolinas
Prepared in the Office of Mott MacDonald for
2018 STANDARD SPECIFICATIONS
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
A 20
END PROJECT 17BP.7.R.108
BEGIN PROJECT 17BP.7.R.108
LI N E CR
-L_EXT- Sta. 12+73.88
-L_EXT- Sta. 14+32.25
-L_EXT- Sta. 14+43.13
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.
840.35 Traffic Bearing Grated Drop Inlet - for Cast Iron Double Frame and Grates
840.46 Traffic Bearing Precast Drainage Structure
840.66 Drainage Structure Steps
862.02 Guardrail Installation
SHEET NUMBER DESCRIPTION
GRADING AND SURFACING:
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:
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.
NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
SECTIONS.
SHOULDER CONSTRUCTION:
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 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 SURVEYOR SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS-
SECTIONS PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
APPROACHING A BRIDGE.
2018 ROADWAY ENGLISH STANDARD DRAWINGS
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 3 - PIPE CULVERTS
DIVISION 4 - MAJOR STRUCTURES
DIVISION 8 - INCIDENTALS
840.29 Frames and Narrow Slot Flat Grates
LIST OF ROADWAY STANDARD DRAWINGS
840.00 Concrete Base Pad for Drainage Structures
1
4
INDEX OF SHEETS, GENERAL NOTES, AND LIST OF STANDARD DRAWINGS
CONVENTIONAL SYMBOLS
TRAFFIC MANAGEMENT PLANS
EROSION CONTROL PLANS
300.01 Method of Pipe Installation
560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
EC-1 THRU EC-5
EFF. 01-16-2018
SUBSURFACE PLANS:
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD
MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
SURVEY CONTROL SHEET
200.02 Method of Clearing - Method II
846.01 Concrete Curb, Gutter and Curb & Gutter
862.01 Guardrail Placement
DRAINAGE SUMMARY3D-1
876.02 Guide for Rip Rap at Pipe Outlets
1C-1
2C-3
GUARDRAIL ANCHOR UNIT (TYPE III SC) DETAIL
876.04 Drainage Ditches with Class 'B' Rip Rap
UTILITY OWNERS ON THIS PROJECT ARE CENTURYLINK, YANCEYVILLE SEWER AND PIEDMONT EMC.
S-1 THRU S-30
ROADWAY DESIGN
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PROJECT REFERENCE
Office of:
17BP.7.R.108 - CASWELL 108
Fuquay-Varina, NC 27526
h
Hydro, Pool or Reservoir
False Sump
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Power Manhole
R
|
Above Ground Water Line
MISCELLANEOUS:
Storm Sewer
BOUNDARIES AND PROPERTY:
Church
School
Dam
Sign
WLB
EAB
EPB
Geoenvironmental Boring
C A
P
T
TC
T FO
W
TV
TV FO
G
FSS
U/G Test Hole LOS A (S.U.E.*)
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Primary Horiz Control Point
Vertical Benchmark
New Right of Way Line with
Concrete C/A Marker
New Control of Access
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
New Right of Way Line with Pin and Cap
1B
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PROJECT REFERENCE
ALIGN STATION OFFSET NORTH EAST
-L- FINAL NEW PERMANENT DRAINAGE EASEMENTS
ALIGN STATION OFFSET NORTH EAST
N A D 83 / N
A 20
END PROJECT 17BP.7.R.108
BEGIN PROJECT 17BP.7.R.108
LI N E CR
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT:
THE FILES TO BE FOUND ARE AS FOLLOWS:
SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER
INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT.
>
>
------------ ---------------- ---------------- ---------------- ----------------
BL
BL STATION 12+92.00 20 LEFT
N 960075 E 1894830
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "160108-2"
NORTHING: 960157.6745(ft) EASTING: 1894685.4511(ft)
(GROUND TO GRID) IS: 1.00005189
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"160108-2" TO -L- STATION 10+00.00 IS
S 21°26'10" W 392.49
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
L 10+50.00 30.69 959849.4816 1894528.7551
L 11+07.82 -35.19 959858.8126 1894440.7748
L 11+49.38 -52.10 959905.3663 1894408.7531
L 11+70.00 50.00 959934.7976 1894508.4252
L 12+29.11 -70.14 960018.7536 1894404.8446
L 12+54.80 -66.23 960050.3766 1894425.9196
L 14+12.73 -65.91 960183.0158 1894545.2709
L 14+90.00 50.00 960113.0706 1894663.9721
L 14+92.69 -52.10 960214.5892 1894652.8065
L 15+13.98 -42.78 960206.7975 1894681.5334
L 15+62.25 -30.38 960183.4885 1894738.4201
L 16+00.00 30.16 960112.2141 1894749.6861
L 10+00.00 -29.80 959771.4046 1894520.7874
L 10+45.00 -65.00 959778.7340 1894464.1298
L 11+00.00 -65.00 959835.8485 1894419.0619
L 11+35.00 -45.35 959887.9302 1894419.3129
SHEET NO.PROJECT REFERENCE NO.
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NOTE: DRAWING NOT TO SCALE
1 2 / 0 1 / 2 0 0 5
16-0108 SURVEY CONTROL SHEET 17BP.7.R.108 - CASWELL 108 1C-1
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
EARTH MATERIAL.
THAN 5•" IN DEPTH.
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE2
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO
PAVEMENT SCHEDULE
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO C3
C2 LAYERS.
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO
BE PLACED IN LAYERS NOT LESS THAN 1•" IN DEPTH OR GREATER
D1
D2
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1"
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2•" IN DEPTH OR
GREATER THAN 4" IN DEPTH.
TYPICAL SECTION NO. 1
USE TYPICAL SECTION NO. 1:
-L- STA 10+00.00 TO 10+50.00
-L- STA 16+00.00 TO 16+50.00
C1
U
-L-
10'-0"
39'-0"
DETAIL FOR FULL DEPTH
DETAIL FOR
N E
N E
-L- STA 14+40.89 (END BRIDGE) TO 14+91.00
-L- STA 11+52.00 TO 12+84.75 (BEGIN BRIDGE)
CL
CONSTRUCTION
-L- STA 14+91.00 TO 16+00.00
-L- STA 10+50.00 TO 11+52.00
I19.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
PROP. APPROX. 3" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. 12'-11"
0.04 FT/FT0.04 FT/FT
W/ GR
16'-0"
TO
7'-0"
13'-0"
TO
4'-0"
VAR.
C2
-L_EXT-
-L_EXT- STA 12+84.75 (BEGIN BRIDGE) TO 14+32.25 (END BRIDGE)
21102 E
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ROADWAY DESIGN
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PROJECT REFERENCE
Office of:
17BP.7.R.108 - CASWELL 108
Fuquay-Varina, NC 27526
0 "
CL
CL
CL
SIDE
PLAN
ƒ"O
R A
14 -
6 S :\
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D e t a i l s \ j h o
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S t a n d a r d
D r a
S t a n d a r d
D r a
D e t a i l s i n
L i e u o f
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D i v i s i o n 8 \ 0 8 6 2 d 0 3 0 1 .d
g n
A T
C S
P RO
FESSIONA L
O F
F S
E T
B L
O C
FOR ATTACHMENT TO RAIL ON BRIDGE
GUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO RAIL ON BRIDGE
GUARDRAIL ANCHOR UNIT, TYPE III
F O
M I
D S
P A
L I
O R
L E
S S
T H
1 '-
G U
A R
D R
A I
GUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO
R A I
F O
GUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO
3 '-
1 •
" 3 '-
1 •
L I
O R
L E
S S
T H
@ 1 '-
S H
O P
C U
R V
E D
SHOP CURVED GUARDRAIL
S H
O P
C U
R V
E D
PLAN VIEW
END SHOE
10 GA
POINT FOR END SHOE ANCHORAGE,
VERTICAL PLANE AT THE ATTACHMENT
-SEE STANDARD 862.03 SHEET 4 FOR POST SECTIONS 1 THRU 9.
-LAP JOINTS IN THE DIRECTION OF TRAFFIC FLOW.
-USE NO STEEL POSTS WITHIN THE GUARDRAIL ANCHOR UNIT LIMITS.
-MEASURE GUARDRAIL HEIGHT FROM THE TOP OF ADJACENT SURFACE (SHOULDER, BERM, OR GUTTER).
TO AN APPROACH SLAB.
-SHOULDER BERM GUTTER MUST BE INSTALLED TO THE LIMITS 8" x 4" LIP CURB IS SHOWN IF ANCHOR UNIT IS NOT ADJACENT
IS NOT PRESENT.
*THE DISTANCE FROM END OF BRIDGE RAIL TO CENTER LINE OF THE FIRST POST SHOULD BE 11•" IF CONCRETE BACKWALL
**POST NOT REQUIRED FOR SKEW ANGLES GREATER THAN 150° OR LESS THAN 30° UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
NOTE:
GUARDRAIL ANCHOR UNIT, TYPE III - SHOP CURVED
R A
CHECKED BY:
FILE SPEC.:
CONTRACT STANDARDS
DATE:ORIGINAL BY:
MODIFIED BY:
0 1-
F E
S :\
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G u a r d r a i l \ 3 1 i n c h
G u a r d r a i l \ t y p e _ i i i _ s c .d
g n
A T
C S
SKEW
@ 1'- 6ƒ "
1'-10"
NCHOR UNI
PAY LIMITS
WTR SECTION
APPROACH SLAB
CONCRETE BACKWALL
SEE PLANS
15 "
EXISTING BENTS AT FOOTERS. BENT FOOTERS. CUT OFF NOTE: DO NOT REMOVE EXISTING
GRADING LIMITS OF PROPOSED
HYDRAULICS
ENGINEER
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PROJECT REFERENCE
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
2C-4
BEG. STA. END STA. LOCATION
END
TRAILING
END
APPROACH
CURVED
SHOP
FACED
EXCAVATION UNCLASSIFIED
Asphalt Pavement will be paid for at the contract Lump Sum price for "Grading".
Excavation, Fine Grading, Clearing and Grubbing and Removal of Existing
NOTE: Approximate quantities only. Unclassified Excavation, Borrow
=TYPE III
GRAND TOTAL
SURVEY
"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 = GATING IMPACT ATTENUATOR TYPE 350
NG = NON-GATING IMPACT ATTENUATOR TYPE 350
1
SUBTOTAL
LENGTH
TOTAL
SAY
725.00'
550.00'
10+16.00
143.75'
TL-2
GREU
15.24'
20.00'
4'
7'4'
7'4'
7'4'
25'
1
25'
25'
1'25'
=
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PROJECT REFERENCE
A M
A T E S T D . 8 4 0 .2
2
A M
G R
A T E S S T D . 8 4 0 .2
2
R A
M E
W IT
A T E S T D . 8 4 0 .2
4
R A
M E
W IT
G R
A T E S S T D . 8 4 0 .2
4
R P
A Y
Q U
A N
T IT
Y S
H A
O L .
FE GC .B . S T D . 8 4 0 .0
1
2
ABBREVIATIONS
L )
REMARKS
12" 15" 18" 24" 30" 36" 42" 48" 12" 36" 42" 48"
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)
STANDARD 840.03
AND HOOD
FRAME, GRATES
CU. YDS.
OR GAUGE
V A
T IO
V A
T IO
G.D.I. GRATED DROP INLET
48"42"36"30"24"18"15"
DRAINAGE PIPE
C O
R R . S T E E L E L B
O W
L L A
R S C
L . " B " C .Y . S T D 8 4 0 .7
2
1
* * " R .
C O
C O
(CLASS IV)
R.C. PIPE
SUB-REGIONAL & REGIONAL
NOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
T .B .D .I . S
T D . 8 4 0 .3
5
TOTAL
R A
M E
W IT
G R
A T E S S T D . 8 4 0 .2
9
28'
402
SHEET NO.
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PROJECT REFERENCE
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PROJECT REFERENCE
Office of:
17BP.7.R.108 - CASWELL 108
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
Fuquay-Varina, NC 27526
9 " E
4 " E
DB 258 PG 629
A 20
PI Sta 11+95.36
BEGIN PROJECT 17BP.7.R.108
END PROJECT 17BP.7.R.108
-L_EXT- Sta. 12+73.88
-L_EXT- Sta. 14+32.25
-L_EXT- Sta. 14+43.13
DETAIL A
Slope
Ditch
Front
Ground
Natural
Geotextile
d
-L- STA. 15+50 TO 16+15 LT -L- STA. 11+15 TO 12+67 RT
Gr ou
Geotextile
0401
0402
(STRUCTURE PAY ITEM) UP TO ELEV. 447.0' (TYP.) CLASS II RIP RAP
+68.5 RT END SBG
EST. 5 SY GEOTEXTILE EST. 1 TONS CLASS B RIP RAP
EST. 50 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL B TOE PROTECTION
EST. 110 SY GEOTEXTILE EST. 50 TONS RIP RAP SEE DETAIL B TOE PROTECTION
EST. 50 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL A SPECIAL CUT DITCH
EXISTING BENTS AT FOOTERS. BENT FOOTERS. CUT OFF DO NOT REMOVE EXISTING
SEE SHEET 2C-4 (TYP.) LIMIT OF PROPOSED GRADING
2GI TB
STA. 16+50.00 END PROJECT
10 11 12 13 14 15 16 17
420
430
440
450
460
470
EL = 455.71'
BRIDGE HYDRAULIC DATA
YRS
CFS
FT
CFS
YRS
FT
CFS
YRS
FT
= 7600
= 21000
= 100
= 500+
= 5500
= 447.0
= 25
= 456.5
= 10/9/2017
= 436.0
- L - S T A . 11
+ 15
2 '
+ 5 0
B E
G IN
S P
D IT
C H
R T
DATE:10-09-2017 ELEV.=436.0' NORMAL WS
(STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP
EXISTING ROADWAY GRADING AT LIMITS OF PROPOSED
L
3 SPAN: 1@36'-2 1/4", 1@80'-1 1/2"; 1@31'-2 1/4"; SKEW 90
33" BOX BEAM
P RO
FESSIONA L
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T C _
T C
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SHEET NO. TITLE
ONFO E
R O J E
APPROVED:
SEAL
D E
P A
R T
E N
LEGEND AND PAVEMENT MARKING SCHEDULE
TMP-2 TEMPORARY TRAFFIC CONTROL PHASE I DETAIL
TMP-3 TEMPORARY TRAFFIC CONTROL PHASE II DETAIL
FOR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PREPARED IN THE OFFICE OF MOTT MACDONALD
CASWELL COUNTY BRIDGE NO. 108 OVER COUNTY LINE CREEK ON SR 1156 (BADGETT SISTERS PARKWAY)
PADDY JORDAN
TMP-1B GENERAL NOTES AND TEMPORARY SHORING NOTES
SHORING LOCATIONS
21102 E
GI E
FLAGGER
TEMPORARY LINES
TUBULAR MARKER
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
ARE CONSIDERED A PART OF THESE PLANS:
DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
FLASHING ARROW BOARD
E
M
P
T
1205.12 PAVEMENT MARKINGS - BRIDGES
1262.01 GUARDRAIL END DELINEATION
1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1180.01 SKINNY - DRUM
1150.01 FLAGGING DEVICES
1101.04 TEMPORARY SHOULDER CLOSURES
1101.02 TEMPORARY LANE CLOSURES
PAVEMENT OVERLAY
1,300 LFP1 PAINT WHITE EDGELINE (4")
T13 THERMOPLASTIC YELLOW DOUBLE CENTER (4") 1,300 LF
1,300 LFT1 THERMOPLASTIC WHITE EDGELINE (4")
1801.01 STANDARD TEMPORARY SHORING
1160.01 TEMPORARY CRASH CUSHIONS
1170.01 PORTABLE CONCRETE BARRIER
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Fuquay-Varina, NC 27526
3/23/2021
ENGINEER.
(W8-1) 200 FT IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE
O) INSTALL BLACK ON ORANGE ''DIP'' SIGNS (W8-2) AND/OR "BUMP" SIGNS
TRAFFIC PATTERN.
N) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
(3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE
M) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
SIGNING
PRIOR TO ANY TRAFFIC PATTERN ALTERATION.
L) NOTIFY THE ENGINEER, SCHOOLS, AND EMS THIRTY (30) CALENDAR DAYS
TRAFFIC PATTERN ALTERATIONS
OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA.
"UNEVEN LANES" SIGNS (W8-11) 200 FEET IN ADVANCE AND A MINIMUM
OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING
K) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES
ENGINEER, AT NO EXPENSE TO THE DEPARTMENT.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE
POSTED SPEED LIMITS LESS THAN 45 MPH.
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS OF 45 MPH OR GREATER.
BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH
EDGE OF PAVEMENT DROP-OFF AS FOLLOWS:
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN
J) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT EDGE DROP OFF REQUIREMENTS
DONE BY THE DEPARTMENT.
I) PROVIDE TRAFFIC CONTROL FOR APPROPRIATE LANE CLOSURES FOR SURVEYING
WITH GUARDRAIL OR BARRIER.
TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED
H) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN
EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.
BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR
THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED
OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO
G) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL
BARRIER OR GUARDRAIL.
STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN
F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.
STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY
E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
D) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING
LANE AND SHOULDER CLOSURE REQUIREMENTS
BARRIER OR GUARDRAIL OR AS DIRECTED BY THE ENGINEER.
OF AN OPEN TRAVELWAY UNLESS THE HAULING OPERATION IS PROTECTED BY
C) DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF TRAFFIC
1. SR 1156 (-L-) ANYTIME
ROAD NAME DAY AND TIME RESTRICTIONS
B) DO NOT CLOSE ROADS AS FOLLOWS:
2. SR 1156 (-L-) 4:00 PM - 6:00 PM
1. SR 1156 (-L-) 7:00 AM - 9:00 AM
ROAD NAME DAY AND TIME RESTRICTIONS
A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
TIME RESTRICTIONS
THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
ENGINEER.
SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,
TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED
DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
POINTS AT ALL TIMES DURING CONSTRUCTIONS.
W) MAINTAIN ACCESS TO ALL RESIDENCES AND BUSINESSES BETWEEN THE CLOSURE
MISCELLANEOUS
V) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND
LINES.
U) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING
APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER.
SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL
T) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A
THE ROADWAY STANDARD DRAWINGS.
S) INSTALL FINAL PAVEMENT MARKINGS ON THE FINAL SURFACE ACCORDING TO
1. ALL ROADS PAINT NONE
ROAD NAME MARKING MARKER
AS FOLLOWS:
R) INSTALL TEMPORARY PAVEMENT MARKINGS AND ON INTERIM LAYERS OF PAVEMENT
PAVEMENT MARKINGS AND MARKERS
Q) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2
REQUIREMENTS.
1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL
REFER TO STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS
10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY.
AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH) EXCEPT,
P) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK
TRAFFIC CONTROL DEVICES
5) AT THE CONTRACTOR'S OPTION, USE STANDARD SHORING FOR TEMPORARY SHORING FROM -L- STATION 14+18, 23.6' LT TO STATION 14+48, 26.5' LT. SEE GEOTECHNICAL STANDARD DETAIL NO. 1801.01 FOR STANDARD TEMPORARY SHORING.
4) DRIVEN PILING FOR TEMPORARY SHORING FROM -L- STATION 14+18, 23.6' LT TO STATION 14+48, 26.5' LT WILL NOT PENETRATE BELOW APPROXIMATELY ELEVATION 429.0 FT DUE TO WEATHERED OR HARD ROCK.
GROUNDWATER ELEVATION = 445.0 FT
FRICTION ANGLE = 28 DEGREES
UNIT WEIGHT = 120 LB/CF
3) DESIGN TEMPORARY SHORING FROM -L- STATION 14+18, 23.6' LT TO STATION 14+48, 26.5' LT FOR THE FOLLOWING ASSUMED SOIL PARAMETERS AND GROUNDWATER ELEVATION:
2) BEFORE BEGINNING TEMPORARY SHORING DESIGN OR CONSTRUCTION, SURVEY EXISTING GROUND ELEVATIONS IN THE VICINITY OF SHORING LOCATIONS TO DETERMINE ACUTAL SHORING HEIGHTS.
1) FOR TEMPORARY SHORING AND POSITIVE PROTECTION FOR TEMPORARY SHORING, SEE PLANS AND TEMPORARY SHORING PROVISION.
GENERAL NOTES TMP-1B
TEMPORARY SHORING NOTES
TEMPORARY SHORING NOTES
GENERAL NOTES AND
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Fuquay-Varina, NC 27526
3/23/2021
Type
Barrier
U n a n c h o r e d P
C B
<8
8-14
14-20
20-26
26-32
32-38
38-44
44-50
50-56
>56
<8
8-14
14-20
20-26
26-32
32-38
38-44
44-50
50-56
>56
26
26
26
25
24
24
23
22
19
17
32
32
31
31
30
29
28
27
26
24
27
26
26
26
26
25
24
22
20
18
36
36
35
34
34
32
31
29
28
26
29
28
28
28
27
27
26
24
23
21
42
42
41
41
38
36
35
34
31
29
32
32
32
30
30
28
27
26
25
22
45
44
43
43
41
39
38
36
35
32
36
35
35
34
33
32
30
28
26
25
47
47
46
45
43
42
40
39
38
36
38
38
37
37
36
35
34
31
29
26
51
50
49
48
46
45
44
43
42
40
ft
Offset *
C B
C B
NOTES
HEAVIER VEHICLES, RUNS OF BARRIER LESS THAN 200 FT IN LENGTH AND WET OR DRY PAVEMENT.
TESTS. BARRIER DEFLECTIONS AND RESULTING MINIMUM REQUIRED CLEAR DISTANCES MIGHT VARY SIGNIFICANTLY FOR LARGER
10- TABLE SHOWN IN FIGURE B IS BASED ON NCDOT RESEARCH PROJECT NO. 2005-010 WITH VEHICLE TYPE USED FOR NCHRP 350 CRASH
WALL FACE AS SHOWN IN FIGURE A. IF THESE MINIMUM REQUIRED DISTANCES ARE NOT AVAILABLE, CONTACT THE ENGINEER.
9- FOR PCB ABOVE AND BEHIND TEMPORARY WALLS, PROVIDE A MINIMUM DISTANCE OF 3 FT BETWEEN THE EDGE OF PAVEMENT AND THE
TRAFFIC LANE AS SHOWN IN FIGURE A UNLESS OTHERWISE SHOWN IN THE PLANS AND OR AS APPROVED BY THE ENGINEER.
8- SET PCB WITH A MINIMUM HORIZONTAL DISTANCE OF 2 FT BETWEEN THE FRONT FACE OF THE BARRIER AND THE EDGE OF THE NEAREST
NAIL WALLS.
7- PCB REQUIREMENTS FOR TEMPORARY WALLS APPLY TO TEMPORARY MECHANICALLY STABILIZED EARTH (MSE) WALLS AND TEMPORARY SOIL
OF THE STANDARD SPECIFICATIONS.
6- USE NCDOT PORTABLE CONCRETE BARRIER (PCB) IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1170.01 AND SECTION 1170
REQUIRED CLEAR DISTANCE IS REQUIRED ABOVE TEMPORARY WALLS.
AGAINST THE TRAFFIC SIDE OF THE TEMPORARY SHORING EXCEPT FOR BARRIER ABOVE TEMPORARY WALLS. PCB WITH THE MINIMUM
5- AT THE CONTRACTOR'S OPTION OR IF THE MINIMUM REQUIRED CLEAR DISTANCE IS NOT AVAILABLE, SET PCB NEXT TO AND UP
FIGURE B.
FROM THE TABLE SHOWN IN FIGURE B. CLEAR DISTANCE IS DEFINED AS SHOWN IN FIGURE A AND OFFSET IS DEFINED AS SHOWN IN
4- BASED ON THE CLEAR DISTANCE, OFFSET, DESIGN SPEED AND PAVEMENT TYPE, CHOOSE AN UNANCHORED OR ANCHORED PCB
(CONTACT NCDOT PAVEMENT MANAGEMENT UNIT FOR APPLICABLE PAVEMENT DESIGN).
GUIDE. DO NOT PLACE BARRIER DIRECTLY ON ANY SURFACE OTHER THAN ASPHALT OR CONCRETE.
3- PCB IS REQUIRED IF TEMPORARY SHORING IS LOCATED WITHIN THE CLEAR ZONE IN ACCORDANCE WITH THE AASHTO ROADSIDE DESIGN
CONCRETE BARRIER (PCB).
2- REFER TO THE "TEMPORARY SHORING" PROJECT SPECIAL PROVISION FOR INFORMATION ABOUT TEMPORARY SHORING AND PORTABLE
1- REFER TO THE TRAFFIC CONTROL PLANS FOR TEMPORARY SHORING LOCATIONS AND NOTES.
TMP-1C
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Fuquay-Varina, NC 27526
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Fuquay-Varina, NC 27526
PHASE I
TRAFFIC SHALL BE MAINTAINED IN THE EXISTING ONE-LANE, TWO-WAY PATTERN DURING PHASE I.
STEP 1: USING ROADWAY STANDARD DRAWING 1101.01 SHEET 3 OF 3 AND FLAGGERS AS NEEDED:
-INSTALL ADVANCE WARNING SIGNS, DRUMS, AND BARRICADES AS SHOWN ON TMP-2.
STEP 2: CONSTRUCT THE PROPOSED BRIDGE AND APPROACHES UP TO BUT NOT INCLUDING THE FINAL
SURFACE COURSE FROM -L- STA. 11+85+/- TO 14+75+/- AS SHOWN ON TMP-2.
STEP 3: USING ROADWAY STANDARD DRAWING 1101.02 SHEET 1 OF 15 AND FLAGGERS AS NEEDED, COMPLETE STEP 3 IN A CONTINUOUS MANNER
-TIE THE EXISTING ROADWAY TO THE PROPOSED ROADWAY -L- STA. 10+50 TO 11+85+/- AND -L- STA. 14+75+/- TO 16+50
-REMOVE THE BARRICADES AND DRUMS ON -L-
-PLACE TEMPORARY PAVEMENT MARKINGS ON -L- AS SHOWN ON TMP-2; REMOVE ANY CONFLICTING EXISTING PAVEMENT MARKINGS.
-SHIFT TRAFFIC TO A TWO-LANE, TWO-WAY PATTERN ON -L-.
-PLACE DRUMS AND BARRICADES, CLOSING THE EXISTING ROADWAY, AS SHOWN ON TMP-3.
COMPLETE GUARDRAIL INSTALLATION (RT); INSTALL GUARDRAIL (LT) AS SHOWN ON TMP-2.
-INSTALL PORTABLE CONCRETE BARRIER, TEMPORARY CRASH CUSIONS AND TEMPORARY SHORING AS SHOWN ON TMP-2.
21102 E
GI E
AJ
SEAL
PROPOSED SIGNAGE: NOT SHOWN IN PLANS BUT CALLED FOR IN STD. DRAWINGS
SR 1156
BEGIN PROJECT
END PROJECT
LOCATION STATION OFFSET RANGE
23.6' LT OF -L-
28.2' LT OF -L-
BRIDGE
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Fuquay-Varina, NC 27526
PHASE II
TRAFFIC SHALL BE MAINTAINED IN A TWO-LANE, TWO-WAY PATTERN DURING PHASE II.
STEP 1: USING ROADWAY STANDARD DRAWING 1101.02 SHEET 1 OF 15 AND FLAGGERS AS NEEDED:
-REMOVE THE EXISTING BRIDGE AND ROADWAY AS SHOWN ON TMP-3.
STEP 2: REMOVE ALL ADVANCE WARNING SIGNS AND TRAFFIC CONTROL DEVICES.
-PLACE THE FINAL SURFACE COURSE AND FINAL PAVEMENT MARKINGS FROM -L- STA. 10+00 TO 16+50.
-REMOVE TEMPORARY ANCHOR UNITS AND COMPLETE GUARDRAIL INSTALLATION (LT.)
21102 E
GI E
BEGIN PROJECT
END PROJECT
END PROJECT 17BP.7.R.108
BEGIN PROJECT 17BP.7.R.108
LI N E CR
-L_EXT- Sta. 12+73.88
-L_EXT- Sta. 14+32.25
-L_EXT- Sta. 14+43.13
GRAPHIC SCALE
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO. TOTAL SHEETS
2 P
c a d d \ 1 6 0 1 0 8 _
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H D
EROSION AND SEDIMENT CONTROL MEASURES
CONSTRUCTION.
Temporary Rock Sediment Dam Type-A Temporary Rock Sediment Dam Type-B
Type A
Type B
Type C
Rock Inlet Sediment Trap:
1632.01
1632.02
1632.03
Rock Pipe Inlet Sediment Trap Type-A Rock Pipe Inlet Sediment Trap Type-B
EC-1
Skimmer Basin
Temporary Rock Silt Check Type-A with Matting and Polyacrylamide (PAM)
Wattle/Coir Fiber Wattle
1630.02
Designed by:
P .7 .R .1 0 8
50
50
10
RESOURCES.
CONSTRUCTION PERMIT EFFECTIVE
N A D 83 / N
A 20
N.C.B.E.L.S. License Number: F-0116
Reviewed in the Office of:
AARON HARPER, PE
Sanford, NC 27330
Temporary Rock Sediment Dam Type B
Temporary Silt Fence
Roadway Standard Drawings
The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
1634.01
1634.02
1635.01
1605.01
1630.01
1606.01
1622.01
1604.01 Railroad Erosion Control Detail
1607.01 Gravel Construction Entrance
1630.06 Special Stilling Basin
1632.03 Rock Inlet Sediment Trap Type C
1633.01
Temporary Rock Silt Check Type A
1640.01 Coir Fiber Baffle
1645.01 Temporary Stream Crossing
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest
ON SR 1156 (BADGETT SISTERS PARKWAY) LOCATION: BRIDGE NO. 108 OVER COUNTY LINE CREEK
SHEET NO.PROJECT REFERENCE NO.
STAKE 2' UPSLOPE
POLYACRYLAMIDE (PAM) DETAIL COIR FIBER WATTLE WITH
PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE
TO BE APPLIED TO EACH WATTLE.
LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.
AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE
U SHAPE NOT LESS THAN 12" IN LENGTH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
TO WEDGE WATTLE TO BOTTOM OF DITCH.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE.
NOTES:
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
MATTING
MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
(4 OZ.)
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
NOTES:
SOIL STABILIZATION SUMMARY SHEET
MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER
TOTAL
SAY
SIDESTATION
TO
STATION
4 -L- 12+00 12+86 LT 225
4 -L- 14+30 15+00 LT 110
PERMANENT SOIL REINFORCEMENT MAT
TOTAL 40
17BP.7.R.108
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
NONE
14 DAYS
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
EC-3B
c a d d \ 1 6 0 1 0 8 _
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PROJECT REFERENCE
Office of:
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
9 " E
4 " E
DB 258 PG 629
A 20
PI Sta 11+95.36
BEGIN PROJECT 17BP.7.R.108
END PROJECT 17BP.7.R.108
-L_EXT- Sta. 12+73.88
-L_EXT- Sta. 14+32.25
-L_EXT- Sta. 14+43.13
DETAIL A
Slope
Ditch
Front
Ground
Natural
Geotextile
d
-L- STA. 15+50 TO 16+15 LT -L- STA. 11+15 TO 12+67 RT
Gr ou
Geotextile
0401
0402
(STRUCTURE PAY ITEM) UP TO ELEV. 447.0' (TYP.) CLASS II RIP RAP
+68.5 RT END SBG
EST. 5 SY GEOTEXTILE EST. 1 TONS CLASS B RIP RAP
EST. 50 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL B TOE PROTECTION
EST. 110 SY GEOTEXTILE EST. 50 TONS RIP RAP SEE DETAIL B TOE PROTECTION
EST. 50 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL A SPECIAL CUT DITCH
EXISTING BENTS AT FOOTERS. BENT FOOTERS. CUT OFF DO NOT REMOVE EXISTING
SEE SHEET 2C-4 (TYP.) LIMIT OF PROPOSED GRADING
2GI TB
STA. 16+50.00 END PROJECT
10 11 12 13 14 15 16 17
420
430
440
450
460
470
EL = 455.71'
BRIDGE HYDRAULIC DATA
YRS
CFS
FT
CFS
YRS
FT
CFS
YRS
FT
= 7600
= 21000
= 100
= 500+
= 5500
= 447.0
= 25
= 456.5
= 10/9/2017
= 436.0
- L - S T A . 11
+ 15
2 '
+ 5 0
B E
G IN
S P
D IT
C H
R T
DATE:10-09-2017 ELEV.=436.0' NORMAL WS
(STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP
EXISTING ROADWAY GRADING AT LIMITS OF PROPOSED
L
3 SPAN: 1@36'-2 1/4", 1@80'-1 1/2"; 1@31'-2 1/4"; SKEW 90
33" BOX BEAM
4 3 0
4 3 0
4 3 0
4 3 0
4 3 0
ALL EROSION CONTROL DEVICES SHOWN ARE
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
c a d d \ 1 6 0 1 0 8 _
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12 :5
PROJECT REFERENCE
Office of:
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
9 " E
4 " E
DB 258 PG 629
A 20
PI Sta 11+95.36
BEGIN PROJECT 17BP.7.R.108
END PROJECT 17BP.7.R.108
-L_EXT- Sta. 12+73.88
-L_EXT- Sta. 14+32.25
-L_EXT- Sta. 14+43.13
DETAIL A
Slope
Ditch
Front
Ground
Natural
Geotextile
d
-L- STA. 15+50 TO 16+15 LT -L- STA. 11+15 TO 12+67 RT
Gr ou
Geotextile
0401
0402
(STRUCTURE PAY ITEM) UP TO ELEV. 447.0' (TYP.) CLASS II RIP RAP
+68.5 RT END SBG
EST. 5 SY GEOTEXTILE EST. 1 TONS CLASS B RIP RAP
EST. 50 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL B TOE PROTECTION
EST. 110 SY GEOTEXTILE EST. 50 TONS RIP RAP SEE DETAIL B TOE PROTECTION
EST. 50 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL A SPECIAL CUT DITCH
EXISTING BENTS AT FOOTERS. BENT FOOTERS. CUT OFF DO NOT REMOVE EXISTING
SEE SHEET 2C-4 (TYP.) LIMIT OF PROPOSED GRADING
2GI TB
STA. 16+50.00 END PROJECT
10 11 12 13 14 15 16 17
420
430
440
450
460
470
EL = 455.71'
BRIDGE HYDRAULIC DATA
YRS
CFS
FT
CFS
YRS
FT
CFS
YRS
FT
= 7600
= 21000
= 100
= 500+
= 5500
= 447.0
= 25
= 456.5
= 10/9/2017
= 436.0
- L - S T A . 11
+ 15
2 '
+ 5 0
B E
G IN
S P
D IT
C H
R T
DATE:10-09-2017 ELEV.=436.0' NORMAL WS
(STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP
EXISTING ROADWAY GRADING AT LIMITS OF PROPOSED
L
3 SPAN: 1@36'-2 1/4", 1@80'-1 1/2"; 1@31'-2 1/4"; SKEW 90
33" BOX BEAM
VERTICAL SSD
ALL EROSION CONTROL DEVICES SHOWN ARE
CONSTRUCTION SHEET 04
on Slope as Work Allows.
Place Matting for Erosion Control
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
9 " E
4 " E
DB 258 PG 629
DETAIL A
Slope
Ditch
Front
Ground
Natural
Geotextile
d
-L- STA. 15+50 TO 16+15 LT -L- STA. 11+15 TO 12+67 RT
Gr ou
Geotextile
0401
0402
(STRUCTURE PAY ITEM) UP TO ELEV. 447.0' (TYP.) CLASS II RIP RAP
+68.5 RT END SBG
EST. 5 SY GEOTEXTILE EST. 1 TONS CLASS B RIP RAP
EST. 50 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL B TOE PROTECTION
EST. 110 SY GEOTEXTILE EST. 50 TONS RIP RAP SEE DETAIL B TOE PROTECTION
EST. 50 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL A SPECIAL CUT DITCH
EXISTING BENTS AT FOOTERS. BENT FOOTERS. CUT OFF DO NOT REMOVE EXISTING
SEE SHEET 2C-4 (TYP.) LIMIT OF PROPOSED GRADING
2GI TB
A 20
PI Sta 11+95.36
BEGIN PROJECT 17BP.7.R.108
END PROJECT 17BP.7.R.108
-L_EXT- Sta. 12+73.88
-L_EXT- Sta. 14+32.25
-L_EXT- Sta. 14+43.13
25' 50'025' GRAPHIC SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITIES BY OTHERS PRELIMINARY
DESIGN DATA PROJECT LENGTH
1
NCDOT CONTACT:
7 :3
1: 19
A M
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DIVISION 7
D E
P A
R T
SIGNATURE:
P.E.
SIGNATURE:
P.E.
HYDRAULICS ENGINEER
PROGRAM MANAGER
DIVISION BRIDGE
T I P P
R O J E
P .7 .R .1 0 8 17BP.7.R.108
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DAVID FUH, PE
LICENSE NO. F-0669
LOCATION: BRIDGE NO. 108 OVER COUNTY LINE CREEK ON SR 1156 (BADGETT SISTERS PARKWAY)
V = 35 MPH
ADT 2025 = 580
ADT 2009 = 290
HDR Engineering, Inc. of the Carolinas
Prepared in the Office of Mott MacDonald for
2018 STANDARD SPECIFICATIONS
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
A 20
END PROJECT 17BP.7.R.108
BEGIN PROJECT 17BP.7.R.108
LI N E CR
-L_EXT- Sta. 12+73.88
-L_EXT- Sta. 14+32.25
-L_EXT- Sta. 14+43.13
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.
840.35 Traffic Bearing Grated Drop Inlet - for Cast Iron Double Frame and Grates
840.46 Traffic Bearing Precast Drainage Structure
840.66 Drainage Structure Steps
862.02 Guardrail Installation
SHEET NUMBER DESCRIPTION
GRADING AND SURFACING:
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:
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.
NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
SECTIONS.
SHOULDER CONSTRUCTION:
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 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 SURVEYOR SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS-
SECTIONS PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
APPROACHING A BRIDGE.
2018 ROADWAY ENGLISH STANDARD DRAWINGS
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 3 - PIPE CULVERTS
DIVISION 4 - MAJOR STRUCTURES
DIVISION 8 - INCIDENTALS
840.29 Frames and Narrow Slot Flat Grates
LIST OF ROADWAY STANDARD DRAWINGS
840.00 Concrete Base Pad for Drainage Structures
1
4
INDEX OF SHEETS, GENERAL NOTES, AND LIST OF STANDARD DRAWINGS
CONVENTIONAL SYMBOLS
TRAFFIC MANAGEMENT PLANS
EROSION CONTROL PLANS
300.01 Method of Pipe Installation
560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
EC-1 THRU EC-5
EFF. 01-16-2018
SUBSURFACE PLANS:
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD
MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
SURVEY CONTROL SHEET
200.02 Method of Clearing - Method II
846.01 Concrete Curb, Gutter and Curb & Gutter
862.01 Guardrail Placement
DRAINAGE SUMMARY3D-1
876.02 Guide for Rip Rap at Pipe Outlets
1C-1
2C-3
GUARDRAIL ANCHOR UNIT (TYPE III SC) DETAIL
876.04 Drainage Ditches with Class 'B' Rip Rap
UTILITY OWNERS ON THIS PROJECT ARE CENTURYLINK, YANCEYVILLE SEWER AND PIEDMONT EMC.
S-1 THRU S-30
ROADWAY DESIGN
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PROJECT REFERENCE
Office of:
17BP.7.R.108 - CASWELL 108
Fuquay-Varina, NC 27526
h
Hydro, Pool or Reservoir
False Sump
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Power Manhole
R
|
Above Ground Water Line
MISCELLANEOUS:
Storm Sewer
BOUNDARIES AND PROPERTY:
Church
School
Dam
Sign
WLB
EAB
EPB
Geoenvironmental Boring
C A
P
T
TC
T FO
W
TV
TV FO
G
FSS
U/G Test Hole LOS A (S.U.E.*)
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Primary Horiz Control Point
Vertical Benchmark
New Right of Way Line with
Concrete C/A Marker
New Control of Access
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
New Right of Way Line with Pin and Cap
1B
7 :3
2 :0
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PROJECT REFERENCE
ALIGN STATION OFFSET NORTH EAST
-L- FINAL NEW PERMANENT DRAINAGE EASEMENTS
ALIGN STATION OFFSET NORTH EAST
N A D 83 / N
A 20
END PROJECT 17BP.7.R.108
BEGIN PROJECT 17BP.7.R.108
LI N E CR
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT:
THE FILES TO BE FOUND ARE AS FOLLOWS:
SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER
INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT.
>
>
------------ ---------------- ---------------- ---------------- ----------------
BL
BL STATION 12+92.00 20 LEFT
N 960075 E 1894830
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "160108-2"
NORTHING: 960157.6745(ft) EASTING: 1894685.4511(ft)
(GROUND TO GRID) IS: 1.00005189
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"160108-2" TO -L- STATION 10+00.00 IS
S 21°26'10" W 392.49
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
L 10+50.00 30.69 959849.4816 1894528.7551
L 11+07.82 -35.19 959858.8126 1894440.7748
L 11+49.38 -52.10 959905.3663 1894408.7531
L 11+70.00 50.00 959934.7976 1894508.4252
L 12+29.11 -70.14 960018.7536 1894404.8446
L 12+54.80 -66.23 960050.3766 1894425.9196
L 14+12.73 -65.91 960183.0158 1894545.2709
L 14+90.00 50.00 960113.0706 1894663.9721
L 14+92.69 -52.10 960214.5892 1894652.8065
L 15+13.98 -42.78 960206.7975 1894681.5334
L 15+62.25 -30.38 960183.4885 1894738.4201
L 16+00.00 30.16 960112.2141 1894749.6861
L 10+00.00 -29.80 959771.4046 1894520.7874
L 10+45.00 -65.00 959778.7340 1894464.1298
L 11+00.00 -65.00 959835.8485 1894419.0619
L 11+35.00 -45.35 959887.9302 1894419.3129
SHEET NO.PROJECT REFERENCE NO.
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NOTE: DRAWING NOT TO SCALE
1 2 / 0 1 / 2 0 0 5
16-0108 SURVEY CONTROL SHEET 17BP.7.R.108 - CASWELL 108 1C-1
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
EARTH MATERIAL.
THAN 5•" IN DEPTH.
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE2
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO
PAVEMENT SCHEDULE
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO C3
C2 LAYERS.
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO
BE PLACED IN LAYERS NOT LESS THAN 1•" IN DEPTH OR GREATER
D1
D2
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1"
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2•" IN DEPTH OR
GREATER THAN 4" IN DEPTH.
TYPICAL SECTION NO. 1
USE TYPICAL SECTION NO. 1:
-L- STA 10+00.00 TO 10+50.00
-L- STA 16+00.00 TO 16+50.00
C1
U
-L-
10'-0"
39'-0"
DETAIL FOR FULL DEPTH
DETAIL FOR
N E
N E
-L- STA 14+40.89 (END BRIDGE) TO 14+91.00
-L- STA 11+52.00 TO 12+84.75 (BEGIN BRIDGE)
CL
CONSTRUCTION
-L- STA 14+91.00 TO 16+00.00
-L- STA 10+50.00 TO 11+52.00
I19.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
PROP. APPROX. 3" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. 12'-11"
0.04 FT/FT0.04 FT/FT
W/ GR
16'-0"
TO
7'-0"
13'-0"
TO
4'-0"
VAR.
C2
-L_EXT-
-L_EXT- STA 12+84.75 (BEGIN BRIDGE) TO 14+32.25 (END BRIDGE)
21102 E
GI E
ROADWAY DESIGN
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PROJECT REFERENCE
Office of:
17BP.7.R.108 - CASWELL 108
Fuquay-Varina, NC 27526
0 "
CL
CL
CL
SIDE
PLAN
ƒ"O
R A
14 -
6 S :\
S p e c i a l
D e t a i l s \ j h o
w e r t o n \
S t a n d a r d
D r a
S t a n d a r d
D r a
D e t a i l s i n
L i e u o f
S t a n d a r d s \
D i v i s i o n 8 \ 0 8 6 2 d 0 3 0 1 .d
g n
A T
C S
P RO
FESSIONA L
O F
F S
E T
B L
O C
FOR ATTACHMENT TO RAIL ON BRIDGE
GUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO RAIL ON BRIDGE
GUARDRAIL ANCHOR UNIT, TYPE III
F O
M I
D S
P A
L I
O R
L E
S S
T H
1 '-
G U
A R
D R
A I
GUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO
R A I
F O
GUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO
3 '-
1 •
" 3 '-
1 •
L I
O R
L E
S S
T H
@ 1 '-
S H
O P
C U
R V
E D
SHOP CURVED GUARDRAIL
S H
O P
C U
R V
E D
PLAN VIEW
END SHOE
10 GA
POINT FOR END SHOE ANCHORAGE,
VERTICAL PLANE AT THE ATTACHMENT
-SEE STANDARD 862.03 SHEET 4 FOR POST SECTIONS 1 THRU 9.
-LAP JOINTS IN THE DIRECTION OF TRAFFIC FLOW.
-USE NO STEEL POSTS WITHIN THE GUARDRAIL ANCHOR UNIT LIMITS.
-MEASURE GUARDRAIL HEIGHT FROM THE TOP OF ADJACENT SURFACE (SHOULDER, BERM, OR GUTTER).
TO AN APPROACH SLAB.
-SHOULDER BERM GUTTER MUST BE INSTALLED TO THE LIMITS 8" x 4" LIP CURB IS SHOWN IF ANCHOR UNIT IS NOT ADJACENT
IS NOT PRESENT.
*THE DISTANCE FROM END OF BRIDGE RAIL TO CENTER LINE OF THE FIRST POST SHOULD BE 11•" IF CONCRETE BACKWALL
**POST NOT REQUIRED FOR SKEW ANGLES GREATER THAN 150° OR LESS THAN 30° UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
NOTE:
GUARDRAIL ANCHOR UNIT, TYPE III - SHOP CURVED
R A
CHECKED BY:
FILE SPEC.:
CONTRACT STANDARDS
DATE:ORIGINAL BY:
MODIFIED BY:
0 1-
F E
S :\
S p e c i a l
D e t a i l s \ j h o
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G u a r d r a i l \ 3 1 i n c h
G u a r d r a i l \ t y p e _ i i i _ s c .d
g n
A T
C S
SKEW
@ 1'- 6ƒ "
1'-10"
NCHOR UNI
PAY LIMITS
WTR SECTION
APPROACH SLAB
CONCRETE BACKWALL
SEE PLANS
15 "
EXISTING BENTS AT FOOTERS. BENT FOOTERS. CUT OFF NOTE: DO NOT REMOVE EXISTING
GRADING LIMITS OF PROPOSED
HYDRAULICS
ENGINEER
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C - 4 .d
PROJECT REFERENCE
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
2C-4
BEG. STA. END STA. LOCATION
END
TRAILING
END
APPROACH
CURVED
SHOP
FACED
EXCAVATION UNCLASSIFIED
Asphalt Pavement will be paid for at the contract Lump Sum price for "Grading".
Excavation, Fine Grading, Clearing and Grubbing and Removal of Existing
NOTE: Approximate quantities only. Unclassified Excavation, Borrow
=TYPE III
GRAND TOTAL
SURVEY
"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 = GATING IMPACT ATTENUATOR TYPE 350
NG = NON-GATING IMPACT ATTENUATOR TYPE 350
1
SUBTOTAL
LENGTH
TOTAL
SAY
725.00'
550.00'
10+16.00
143.75'
TL-2
GREU
15.24'
20.00'
4'
7'4'
7'4'
7'4'
25'
1
25'
25'
1'25'
=
7 :3
2 :5
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B - 1 .d
PROJECT REFERENCE
A M
A T E S T D . 8 4 0 .2
2
A M
G R
A T E S S T D . 8 4 0 .2
2
R A
M E
W IT
A T E S T D . 8 4 0 .2
4
R A
M E
W IT
G R
A T E S S T D . 8 4 0 .2
4
R P
A Y
Q U
A N
T IT
Y S
H A
O L .
FE GC .B . S T D . 8 4 0 .0
1
2
ABBREVIATIONS
L )
REMARKS
12" 15" 18" 24" 30" 36" 42" 48" 12" 36" 42" 48"
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)
STANDARD 840.03
AND HOOD
FRAME, GRATES
CU. YDS.
OR GAUGE
V A
T IO
V A
T IO
G.D.I. GRATED DROP INLET
48"42"36"30"24"18"15"
DRAINAGE PIPE
C O
R R . S T E E L E L B
O W
L L A
R S C
L . " B " C .Y . S T D 8 4 0 .7
2
1
* * " R .
C O
C O
(CLASS IV)
R.C. PIPE
SUB-REGIONAL & REGIONAL
NOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
T .B .D .I . S
T D . 8 4 0 .3
5
TOTAL
R A
M E
W IT
G R
A T E S S T D . 8 4 0 .2
9
28'
402
SHEET NO.
7 :3
3 :0
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PROJECT REFERENCE
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PROJECT REFERENCE
Office of:
17BP.7.R.108 - CASWELL 108
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
Fuquay-Varina, NC 27526
9 " E
4 " E
DB 258 PG 629
A 20
PI Sta 11+95.36
BEGIN PROJECT 17BP.7.R.108
END PROJECT 17BP.7.R.108
-L_EXT- Sta. 12+73.88
-L_EXT- Sta. 14+32.25
-L_EXT- Sta. 14+43.13
DETAIL A
Slope
Ditch
Front
Ground
Natural
Geotextile
d
-L- STA. 15+50 TO 16+15 LT -L- STA. 11+15 TO 12+67 RT
Gr ou
Geotextile
0401
0402
(STRUCTURE PAY ITEM) UP TO ELEV. 447.0' (TYP.) CLASS II RIP RAP
+68.5 RT END SBG
EST. 5 SY GEOTEXTILE EST. 1 TONS CLASS B RIP RAP
EST. 50 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL B TOE PROTECTION
EST. 110 SY GEOTEXTILE EST. 50 TONS RIP RAP SEE DETAIL B TOE PROTECTION
EST. 50 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL A SPECIAL CUT DITCH
EXISTING BENTS AT FOOTERS. BENT FOOTERS. CUT OFF DO NOT REMOVE EXISTING
SEE SHEET 2C-4 (TYP.) LIMIT OF PROPOSED GRADING
2GI TB
STA. 16+50.00 END PROJECT
10 11 12 13 14 15 16 17
420
430
440
450
460
470
EL = 455.71'
BRIDGE HYDRAULIC DATA
YRS
CFS
FT
CFS
YRS
FT
CFS
YRS
FT
= 7600
= 21000
= 100
= 500+
= 5500
= 447.0
= 25
= 456.5
= 10/9/2017
= 436.0
- L - S T A . 11
+ 15
2 '
+ 5 0
B E
G IN
S P
D IT
C H
R T
DATE:10-09-2017 ELEV.=436.0' NORMAL WS
(STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP
EXISTING ROADWAY GRADING AT LIMITS OF PROPOSED
L
3 SPAN: 1@36'-2 1/4", 1@80'-1 1/2"; 1@31'-2 1/4"; SKEW 90
33" BOX BEAM
P RO
FESSIONA L
R :\
T C
T C _
T C
7 :3
4 :0
SHEET NO. TITLE
ONFO E
R O J E
APPROVED:
SEAL
D E
P A
R T
E N
LEGEND AND PAVEMENT MARKING SCHEDULE
TMP-2 TEMPORARY TRAFFIC CONTROL PHASE I DETAIL
TMP-3 TEMPORARY TRAFFIC CONTROL PHASE II DETAIL
FOR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PREPARED IN THE OFFICE OF MOTT MACDONALD
CASWELL COUNTY BRIDGE NO. 108 OVER COUNTY LINE CREEK ON SR 1156 (BADGETT SISTERS PARKWAY)
PADDY JORDAN
TMP-1B GENERAL NOTES AND TEMPORARY SHORING NOTES
SHORING LOCATIONS
21102 E
GI E
FLAGGER
TEMPORARY LINES
TUBULAR MARKER
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
ARE CONSIDERED A PART OF THESE PLANS:
DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
FLASHING ARROW BOARD
E
M
P
T
1205.12 PAVEMENT MARKINGS - BRIDGES
1262.01 GUARDRAIL END DELINEATION
1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1180.01 SKINNY - DRUM
1150.01 FLAGGING DEVICES
1101.04 TEMPORARY SHOULDER CLOSURES
1101.02 TEMPORARY LANE CLOSURES
PAVEMENT OVERLAY
1,300 LFP1 PAINT WHITE EDGELINE (4")
T13 THERMOPLASTIC YELLOW DOUBLE CENTER (4") 1,300 LF
1,300 LFT1 THERMOPLASTIC WHITE EDGELINE (4")
1801.01 STANDARD TEMPORARY SHORING
1160.01 TEMPORARY CRASH CUSHIONS
1170.01 PORTABLE CONCRETE BARRIER
R :\
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T C _
T C
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7 :3
4 :3
Fuquay-Varina, NC 27526
3/23/2021
ENGINEER.
(W8-1) 200 FT IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE
O) INSTALL BLACK ON ORANGE ''DIP'' SIGNS (W8-2) AND/OR "BUMP" SIGNS
TRAFFIC PATTERN.
N) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
(3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE
M) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
SIGNING
PRIOR TO ANY TRAFFIC PATTERN ALTERATION.
L) NOTIFY THE ENGINEER, SCHOOLS, AND EMS THIRTY (30) CALENDAR DAYS
TRAFFIC PATTERN ALTERATIONS
OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA.
"UNEVEN LANES" SIGNS (W8-11) 200 FEET IN ADVANCE AND A MINIMUM
OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING
K) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES
ENGINEER, AT NO EXPENSE TO THE DEPARTMENT.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE
POSTED SPEED LIMITS LESS THAN 45 MPH.
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS OF 45 MPH OR GREATER.
BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH
EDGE OF PAVEMENT DROP-OFF AS FOLLOWS:
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN
J) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT EDGE DROP OFF REQUIREMENTS
DONE BY THE DEPARTMENT.
I) PROVIDE TRAFFIC CONTROL FOR APPROPRIATE LANE CLOSURES FOR SURVEYING
WITH GUARDRAIL OR BARRIER.
TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED
H) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN
EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.
BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR
THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED
OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO
G) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL
BARRIER OR GUARDRAIL.
STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN
F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.
STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY
E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
D) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING
LANE AND SHOULDER CLOSURE REQUIREMENTS
BARRIER OR GUARDRAIL OR AS DIRECTED BY THE ENGINEER.
OF AN OPEN TRAVELWAY UNLESS THE HAULING OPERATION IS PROTECTED BY
C) DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF TRAFFIC
1. SR 1156 (-L-) ANYTIME
ROAD NAME DAY AND TIME RESTRICTIONS
B) DO NOT CLOSE ROADS AS FOLLOWS:
2. SR 1156 (-L-) 4:00 PM - 6:00 PM
1. SR 1156 (-L-) 7:00 AM - 9:00 AM
ROAD NAME DAY AND TIME RESTRICTIONS
A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
TIME RESTRICTIONS
THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
ENGINEER.
SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,
TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED
DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
POINTS AT ALL TIMES DURING CONSTRUCTIONS.
W) MAINTAIN ACCESS TO ALL RESIDENCES AND BUSINESSES BETWEEN THE CLOSURE
MISCELLANEOUS
V) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND
LINES.
U) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING
APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER.
SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL
T) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A
THE ROADWAY STANDARD DRAWINGS.
S) INSTALL FINAL PAVEMENT MARKINGS ON THE FINAL SURFACE ACCORDING TO
1. ALL ROADS PAINT NONE
ROAD NAME MARKING MARKER
AS FOLLOWS:
R) INSTALL TEMPORARY PAVEMENT MARKINGS AND ON INTERIM LAYERS OF PAVEMENT
PAVEMENT MARKINGS AND MARKERS
Q) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2
REQUIREMENTS.
1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL
REFER TO STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS
10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY.
AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH) EXCEPT,
P) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK
TRAFFIC CONTROL DEVICES
5) AT THE CONTRACTOR'S OPTION, USE STANDARD SHORING FOR TEMPORARY SHORING FROM -L- STATION 14+18, 23.6' LT TO STATION 14+48, 26.5' LT. SEE GEOTECHNICAL STANDARD DETAIL NO. 1801.01 FOR STANDARD TEMPORARY SHORING.
4) DRIVEN PILING FOR TEMPORARY SHORING FROM -L- STATION 14+18, 23.6' LT TO STATION 14+48, 26.5' LT WILL NOT PENETRATE BELOW APPROXIMATELY ELEVATION 429.0 FT DUE TO WEATHERED OR HARD ROCK.
GROUNDWATER ELEVATION = 445.0 FT
FRICTION ANGLE = 28 DEGREES
UNIT WEIGHT = 120 LB/CF
3) DESIGN TEMPORARY SHORING FROM -L- STATION 14+18, 23.6' LT TO STATION 14+48, 26.5' LT FOR THE FOLLOWING ASSUMED SOIL PARAMETERS AND GROUNDWATER ELEVATION:
2) BEFORE BEGINNING TEMPORARY SHORING DESIGN OR CONSTRUCTION, SURVEY EXISTING GROUND ELEVATIONS IN THE VICINITY OF SHORING LOCATIONS TO DETERMINE ACUTAL SHORING HEIGHTS.
1) FOR TEMPORARY SHORING AND POSITIVE PROTECTION FOR TEMPORARY SHORING, SEE PLANS AND TEMPORARY SHORING PROVISION.
GENERAL NOTES TMP-1B
TEMPORARY SHORING NOTES
TEMPORARY SHORING NOTES
GENERAL NOTES AND
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Fuquay-Varina, NC 27526
3/23/2021
Type
Barrier
U n a n c h o r e d P
C B
<8
8-14
14-20
20-26
26-32
32-38
38-44
44-50
50-56
>56
<8
8-14
14-20
20-26
26-32
32-38
38-44
44-50
50-56
>56
26
26
26
25
24
24
23
22
19
17
32
32
31
31
30
29
28
27
26
24
27
26
26
26
26
25
24
22
20
18
36
36
35
34
34
32
31
29
28
26
29
28
28
28
27
27
26
24
23
21
42
42
41
41
38
36
35
34
31
29
32
32
32
30
30
28
27
26
25
22
45
44
43
43
41
39
38
36
35
32
36
35
35
34
33
32
30
28
26
25
47
47
46
45
43
42
40
39
38
36
38
38
37
37
36
35
34
31
29
26
51
50
49
48
46
45
44
43
42
40
ft
Offset *
C B
C B
NOTES
HEAVIER VEHICLES, RUNS OF BARRIER LESS THAN 200 FT IN LENGTH AND WET OR DRY PAVEMENT.
TESTS. BARRIER DEFLECTIONS AND RESULTING MINIMUM REQUIRED CLEAR DISTANCES MIGHT VARY SIGNIFICANTLY FOR LARGER
10- TABLE SHOWN IN FIGURE B IS BASED ON NCDOT RESEARCH PROJECT NO. 2005-010 WITH VEHICLE TYPE USED FOR NCHRP 350 CRASH
WALL FACE AS SHOWN IN FIGURE A. IF THESE MINIMUM REQUIRED DISTANCES ARE NOT AVAILABLE, CONTACT THE ENGINEER.
9- FOR PCB ABOVE AND BEHIND TEMPORARY WALLS, PROVIDE A MINIMUM DISTANCE OF 3 FT BETWEEN THE EDGE OF PAVEMENT AND THE
TRAFFIC LANE AS SHOWN IN FIGURE A UNLESS OTHERWISE SHOWN IN THE PLANS AND OR AS APPROVED BY THE ENGINEER.
8- SET PCB WITH A MINIMUM HORIZONTAL DISTANCE OF 2 FT BETWEEN THE FRONT FACE OF THE BARRIER AND THE EDGE OF THE NEAREST
NAIL WALLS.
7- PCB REQUIREMENTS FOR TEMPORARY WALLS APPLY TO TEMPORARY MECHANICALLY STABILIZED EARTH (MSE) WALLS AND TEMPORARY SOIL
OF THE STANDARD SPECIFICATIONS.
6- USE NCDOT PORTABLE CONCRETE BARRIER (PCB) IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1170.01 AND SECTION 1170
REQUIRED CLEAR DISTANCE IS REQUIRED ABOVE TEMPORARY WALLS.
AGAINST THE TRAFFIC SIDE OF THE TEMPORARY SHORING EXCEPT FOR BARRIER ABOVE TEMPORARY WALLS. PCB WITH THE MINIMUM
5- AT THE CONTRACTOR'S OPTION OR IF THE MINIMUM REQUIRED CLEAR DISTANCE IS NOT AVAILABLE, SET PCB NEXT TO AND UP
FIGURE B.
FROM THE TABLE SHOWN IN FIGURE B. CLEAR DISTANCE IS DEFINED AS SHOWN IN FIGURE A AND OFFSET IS DEFINED AS SHOWN IN
4- BASED ON THE CLEAR DISTANCE, OFFSET, DESIGN SPEED AND PAVEMENT TYPE, CHOOSE AN UNANCHORED OR ANCHORED PCB
(CONTACT NCDOT PAVEMENT MANAGEMENT UNIT FOR APPLICABLE PAVEMENT DESIGN).
GUIDE. DO NOT PLACE BARRIER DIRECTLY ON ANY SURFACE OTHER THAN ASPHALT OR CONCRETE.
3- PCB IS REQUIRED IF TEMPORARY SHORING IS LOCATED WITHIN THE CLEAR ZONE IN ACCORDANCE WITH THE AASHTO ROADSIDE DESIGN
CONCRETE BARRIER (PCB).
2- REFER TO THE "TEMPORARY SHORING" PROJECT SPECIAL PROVISION FOR INFORMATION ABOUT TEMPORARY SHORING AND PORTABLE
1- REFER TO THE TRAFFIC CONTROL PLANS FOR TEMPORARY SHORING LOCATIONS AND NOTES.
TMP-1C
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Fuquay-Varina, NC 27526
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Fuquay-Varina, NC 27526
PHASE I
TRAFFIC SHALL BE MAINTAINED IN THE EXISTING ONE-LANE, TWO-WAY PATTERN DURING PHASE I.
STEP 1: USING ROADWAY STANDARD DRAWING 1101.01 SHEET 3 OF 3 AND FLAGGERS AS NEEDED:
-INSTALL ADVANCE WARNING SIGNS, DRUMS, AND BARRICADES AS SHOWN ON TMP-2.
STEP 2: CONSTRUCT THE PROPOSED BRIDGE AND APPROACHES UP TO BUT NOT INCLUDING THE FINAL
SURFACE COURSE FROM -L- STA. 11+85+/- TO 14+75+/- AS SHOWN ON TMP-2.
STEP 3: USING ROADWAY STANDARD DRAWING 1101.02 SHEET 1 OF 15 AND FLAGGERS AS NEEDED, COMPLETE STEP 3 IN A CONTINUOUS MANNER
-TIE THE EXISTING ROADWAY TO THE PROPOSED ROADWAY -L- STA. 10+50 TO 11+85+/- AND -L- STA. 14+75+/- TO 16+50
-REMOVE THE BARRICADES AND DRUMS ON -L-
-PLACE TEMPORARY PAVEMENT MARKINGS ON -L- AS SHOWN ON TMP-2; REMOVE ANY CONFLICTING EXISTING PAVEMENT MARKINGS.
-SHIFT TRAFFIC TO A TWO-LANE, TWO-WAY PATTERN ON -L-.
-PLACE DRUMS AND BARRICADES, CLOSING THE EXISTING ROADWAY, AS SHOWN ON TMP-3.
COMPLETE GUARDRAIL INSTALLATION (RT); INSTALL GUARDRAIL (LT) AS SHOWN ON TMP-2.
-INSTALL PORTABLE CONCRETE BARRIER, TEMPORARY CRASH CUSIONS AND TEMPORARY SHORING AS SHOWN ON TMP-2.
21102 E
GI E
AJ
SEAL
PROPOSED SIGNAGE: NOT SHOWN IN PLANS BUT CALLED FOR IN STD. DRAWINGS
SR 1156
BEGIN PROJECT
END PROJECT
LOCATION STATION OFFSET RANGE
23.6' LT OF -L-
28.2' LT OF -L-
BRIDGE
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Fuquay-Varina, NC 27526
PHASE II
TRAFFIC SHALL BE MAINTAINED IN A TWO-LANE, TWO-WAY PATTERN DURING PHASE II.
STEP 1: USING ROADWAY STANDARD DRAWING 1101.02 SHEET 1 OF 15 AND FLAGGERS AS NEEDED:
-REMOVE THE EXISTING BRIDGE AND ROADWAY AS SHOWN ON TMP-3.
STEP 2: REMOVE ALL ADVANCE WARNING SIGNS AND TRAFFIC CONTROL DEVICES.
-PLACE THE FINAL SURFACE COURSE AND FINAL PAVEMENT MARKINGS FROM -L- STA. 10+00 TO 16+50.
-REMOVE TEMPORARY ANCHOR UNITS AND COMPLETE GUARDRAIL INSTALLATION (LT.)
21102 E
GI E
BEGIN PROJECT
END PROJECT
END PROJECT 17BP.7.R.108
BEGIN PROJECT 17BP.7.R.108
LI N E CR
-L_EXT- Sta. 12+73.88
-L_EXT- Sta. 14+32.25
-L_EXT- Sta. 14+43.13
GRAPHIC SCALE
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO. TOTAL SHEETS
2 P
c a d d \ 1 6 0 1 0 8 _
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H D
EROSION AND SEDIMENT CONTROL MEASURES
CONSTRUCTION.
Temporary Rock Sediment Dam Type-A Temporary Rock Sediment Dam Type-B
Type A
Type B
Type C
Rock Inlet Sediment Trap:
1632.01
1632.02
1632.03
Rock Pipe Inlet Sediment Trap Type-A Rock Pipe Inlet Sediment Trap Type-B
EC-1
Skimmer Basin
Temporary Rock Silt Check Type-A with Matting and Polyacrylamide (PAM)
Wattle/Coir Fiber Wattle
1630.02
Designed by:
P .7 .R .1 0 8
50
50
10
RESOURCES.
CONSTRUCTION PERMIT EFFECTIVE
N A D 83 / N
A 20
N.C.B.E.L.S. License Number: F-0116
Reviewed in the Office of:
AARON HARPER, PE
Sanford, NC 27330
Temporary Rock Sediment Dam Type B
Temporary Silt Fence
Roadway Standard Drawings
The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
1634.01
1634.02
1635.01
1605.01
1630.01
1606.01
1622.01
1604.01 Railroad Erosion Control Detail
1607.01 Gravel Construction Entrance
1630.06 Special Stilling Basin
1632.03 Rock Inlet Sediment Trap Type C
1633.01
Temporary Rock Silt Check Type A
1640.01 Coir Fiber Baffle
1645.01 Temporary Stream Crossing
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest
ON SR 1156 (BADGETT SISTERS PARKWAY) LOCATION: BRIDGE NO. 108 OVER COUNTY LINE CREEK
SHEET NO.PROJECT REFERENCE NO.
STAKE 2' UPSLOPE
POLYACRYLAMIDE (PAM) DETAIL COIR FIBER WATTLE WITH
PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE
TO BE APPLIED TO EACH WATTLE.
LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.
AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE
U SHAPE NOT LESS THAN 12" IN LENGTH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
TO WEDGE WATTLE TO BOTTOM OF DITCH.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE.
NOTES:
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
MATTING
MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
(4 OZ.)
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
NOTES:
SOIL STABILIZATION SUMMARY SHEET
MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER
TOTAL
SAY
SIDESTATION
TO
STATION
4 -L- 12+00 12+86 LT 225
4 -L- 14+30 15+00 LT 110
PERMANENT SOIL REINFORCEMENT MAT
TOTAL 40
17BP.7.R.108
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
NONE
14 DAYS
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
EC-3B
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PROJECT REFERENCE
Office of:
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
9 " E
4 " E
DB 258 PG 629
A 20
PI Sta 11+95.36
BEGIN PROJECT 17BP.7.R.108
END PROJECT 17BP.7.R.108
-L_EXT- Sta. 12+73.88
-L_EXT- Sta. 14+32.25
-L_EXT- Sta. 14+43.13
DETAIL A
Slope
Ditch
Front
Ground
Natural
Geotextile
d
-L- STA. 15+50 TO 16+15 LT -L- STA. 11+15 TO 12+67 RT
Gr ou
Geotextile
0401
0402
(STRUCTURE PAY ITEM) UP TO ELEV. 447.0' (TYP.) CLASS II RIP RAP
+68.5 RT END SBG
EST. 5 SY GEOTEXTILE EST. 1 TONS CLASS B RIP RAP
EST. 50 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL B TOE PROTECTION
EST. 110 SY GEOTEXTILE EST. 50 TONS RIP RAP SEE DETAIL B TOE PROTECTION
EST. 50 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL A SPECIAL CUT DITCH
EXISTING BENTS AT FOOTERS. BENT FOOTERS. CUT OFF DO NOT REMOVE EXISTING
SEE SHEET 2C-4 (TYP.) LIMIT OF PROPOSED GRADING
2GI TB
STA. 16+50.00 END PROJECT
10 11 12 13 14 15 16 17
420
430
440
450
460
470
EL = 455.71'
BRIDGE HYDRAULIC DATA
YRS
CFS
FT
CFS
YRS
FT
CFS
YRS
FT
= 7600
= 21000
= 100
= 500+
= 5500
= 447.0
= 25
= 456.5
= 10/9/2017
= 436.0
- L - S T A . 11
+ 15
2 '
+ 5 0
B E
G IN
S P
D IT
C H
R T
DATE:10-09-2017 ELEV.=436.0' NORMAL WS
(STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP
EXISTING ROADWAY GRADING AT LIMITS OF PROPOSED
L
3 SPAN: 1@36'-2 1/4", 1@80'-1 1/2"; 1@31'-2 1/4"; SKEW 90
33" BOX BEAM
4 3 0
4 3 0
4 3 0
4 3 0
4 3 0
ALL EROSION CONTROL DEVICES SHOWN ARE
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
c a d d \ 1 6 0 1 0 8 _
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PROJECT REFERENCE
Office of:
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
9 " E
4 " E
DB 258 PG 629
A 20
PI Sta 11+95.36
BEGIN PROJECT 17BP.7.R.108
END PROJECT 17BP.7.R.108
-L_EXT- Sta. 12+73.88
-L_EXT- Sta. 14+32.25
-L_EXT- Sta. 14+43.13
DETAIL A
Slope
Ditch
Front
Ground
Natural
Geotextile
d
-L- STA. 15+50 TO 16+15 LT -L- STA. 11+15 TO 12+67 RT
Gr ou
Geotextile
0401
0402
(STRUCTURE PAY ITEM) UP TO ELEV. 447.0' (TYP.) CLASS II RIP RAP
+68.5 RT END SBG
EST. 5 SY GEOTEXTILE EST. 1 TONS CLASS B RIP RAP
EST. 50 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL B TOE PROTECTION
EST. 110 SY GEOTEXTILE EST. 50 TONS RIP RAP SEE DETAIL B TOE PROTECTION
EST. 50 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL A SPECIAL CUT DITCH
EXISTING BENTS AT FOOTERS. BENT FOOTERS. CUT OFF DO NOT REMOVE EXISTING
SEE SHEET 2C-4 (TYP.) LIMIT OF PROPOSED GRADING
2GI TB
STA. 16+50.00 END PROJECT
10 11 12 13 14 15 16 17
420
430
440
450
460
470
EL = 455.71'
BRIDGE HYDRAULIC DATA
YRS
CFS
FT
CFS
YRS
FT
CFS
YRS
FT
= 7600
= 21000
= 100
= 500+
= 5500
= 447.0
= 25
= 456.5
= 10/9/2017
= 436.0
- L - S T A . 11
+ 15
2 '
+ 5 0
B E
G IN
S P
D IT
C H
R T
DATE:10-09-2017 ELEV.=436.0' NORMAL WS
(STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP
EXISTING ROADWAY GRADING AT LIMITS OF PROPOSED
L
3 SPAN: 1@36'-2 1/4", 1@80'-1 1/2"; 1@31'-2 1/4"; SKEW 90
33" BOX BEAM
VERTICAL SSD
ALL EROSION CONTROL DEVICES SHOWN ARE
CONSTRUCTION SHEET 04
on Slope as Work Allows.
Place Matting for Erosion Control
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
9 " E
4 " E
DB 258 PG 629
DETAIL A
Slope
Ditch
Front
Ground
Natural
Geotextile
d
-L- STA. 15+50 TO 16+15 LT -L- STA. 11+15 TO 12+67 RT
Gr ou
Geotextile
0401
0402
(STRUCTURE PAY ITEM) UP TO ELEV. 447.0' (TYP.) CLASS II RIP RAP
+68.5 RT END SBG
EST. 5 SY GEOTEXTILE EST. 1 TONS CLASS B RIP RAP
EST. 50 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL B TOE PROTECTION
EST. 110 SY GEOTEXTILE EST. 50 TONS RIP RAP SEE DETAIL B TOE PROTECTION
EST. 50 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL A SPECIAL CUT DITCH
EXISTING BENTS AT FOOTERS. BENT FOOTERS. CUT OFF DO NOT REMOVE EXISTING
SEE SHEET 2C-4 (TYP.) LIMIT OF PROPOSED GRADING
2GI TB
A 20
PI Sta 11+95.36
BEGIN PROJECT 17BP.7.R.108
END PROJECT 17BP.7.R.108
-L_EXT- Sta. 12+73.88
-L_EXT- Sta. 14+32.25
-L_EXT- Sta. 14+43.13
25' 50'025' GRAPHIC SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITIES BY OTHERS PRELIMINARY