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INSPECTION TYPE:
ORANGECOUNTY BRIDGE NUMBER670101 INSPECTION CYCLEYRS
ROUTE ACROSS M.P.SR1723 STONEY CREEK 0
LOCATION 0.7 MI. E. JCT. SR1710
SUPERSTRUCTURE
SUBSTRUCTURE
REINFORCED CONCRETE DECK ON I-BEAMS
EBTS:TIMBER CAPS,POSTS & SILLS CONCRETE ENCASED,TIM.BULKHEAD
SPANS 1@35'0
LONGITUDE LATITUDE
PRESENT CONDITION INVENTORY RATING
INSPECTION DATE OPERATING RATING
PRESENT POSTING PROPOSED POSTING
COMPUTER UPDATE ANALYSIS DATE
POSTING LETTER DATE SUFFICIENCY RATING
OTHER SIGNS PRESENT
SIGN NOTICE
ISSUED FOR
NUMBERED
REQUIRED
WEIGHT LIMIT
DELINEATORS
NARROW BRIDGE
ONE LANE BRIDGE
LOW CLEARANCE
79° 3' 30.5"36° 1' 42.3"
POOR
SV 17 TTST 22
06/12/2012
4 DELINEATORS
No
No
No
No
No
LOOKING NORTH
SV 17 TTST 22
Routine Inspection
2
BRIDGE INSPECTION REPORT
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
BRIDGE MANAGEMENT UNIT
ATTENTION PM ON CAP
(1) STATE NAME -NORTH CAROLINA
(8) STRUCTURE NUMBER(FEDERAL)
(5) INVENTORY ROUTE (ON/UNDER) - ON
(2) STATE HIGHWAY DEPARTMENT DISTRICT
(4) PLACE CODE
(6) FEATURE INTERSECTED -
(11)MILEPOINT
(16)LAT
(98)BORDER BRIDGE STATE CODE
(99)BORDER BRIDGE STRUCTURE NO
(43) STRUCTURE TYPE MAIN:
(44) STRUCTURE TYPE APPR :
(45) NUMBER OF SPANS IN MAIN UNIT
(46) NUMBER OF APPROACH SPANS
(107)DECK STRUCTURE TYPE -
TYPE -
(108)WEARING SURFACE / PROTECTIVE SYSTEM :
(A) TYPE OF WEARING SURFACE -
(B) TYPE OF MEMBRANE -
(C) TYPE OF DECK PROTECTION -
(27) YEAR BUILT
(28) LANES: ON STRUCTURE UNDER STRUCTURE
(29) AVERAGE DAILY TRAFFIC
(30) YEAR OF ADT (109) TRUCK ADT PCT
(19) BYPASS OR DETOUR LENGTH
UNDER -
(42) TYPE OF SERVICE : ON -
(106)YEAR RECONSTRUCTED
(3) COUNTY CODE
(9) LOCATION
(17)LONG
(7) FACILITY CARRIED
(48) LENGTH OF MAXIMUM SPAN
(49) STRUCTURE LENGTH
(50)CURB OR SIDEWALK: LEFT
(51) BRIDGE ROADWAY WIDTH CURB TO CURB
(52) DECK WIDTH OUT TO OUT
(32) APPROACH ROADWAY WIDTH (W/SHOULDERS)
(33) BRIDGE MEDIAN -
(34) SKEW (35) STRUCTURE FLARED
(10) INVENTORY ROUTE MIN VERT CLEAR
(47) INVENTORY ROUTE TOTAL HORIZ CLEAR
(53) MIN VERT CLEAR OVER BRIDGE RDWY
(54) MIN VERT UNDERCLEAR REF
(55) MIN LAT UNDERCLEAR RT REF
(56) MIN LAT UNDERCLEAR LT REF -
(38) NAVIGATION CONTROL -
(111)PIER PROTECTION -
(39) NAVIGATION VERTICAL CLEARANCE
(116)VERT - LIFT BRIDGE NAV MIN VERT CLEAR
(40) NAVIGATION HORIZONTAL CLEARANCE
SUFFICIENCY RATING =
STATUS =
(112)NBIS BRIDGE SYSTEM -
(104)HIGHWAY SYSTEM
(26) FUNCTIONAL CLASS -
(100)STRAHNET HIGHWAY -
(101)PARALLEL STRUCTURE -
(102)DIRECTION OF TRAFFIC -
(103)TEMPORARY STRUCTURE -
(110)DESIGNATED NATIONAL NETWORK -
(20) TOLL
(31) MAINTAIN -
(22) OWNER -
(37) HISTORICAL SIGNIFICANCE -
(58) DECK
(59) SUPERSTRUCTURE
(60) SUBSTRUCTURE
(61) CHANNEL & CHANNEL PROTECTION
(62) CULVERTS
(31) DESIGN LOAD
(64) OPERATING RATING -
(66) INVENTORY RATING -
(70) BRIDGE POSTING -
(41) STRUCTURE OPEN, POSTED ,OR CLOSED
DESCRIPTION -
(67) STRUCTURAL EVALUATION
(68) DECK GEOMETRY
(69) UNDERCLEARANCES,VERTI & HORIZ
(71) WATERWAY ADEQUACY
(72) APPROACH ROADWAY ALIGNMENT
(36) TRAFFIC SAFETY FEATURES
(113)SCOUR CRITICAL BRIDGES
(75) TYPE OF WORK -
(76) LENGTH OF STRUCTURE IMPROVEMENT
(94) BRIDGE IMPROVEMENT COST
(95) ROADWAY IMPROVEMENT COST
(96) TOTAL PROJECT COST
(97) YEAR OF IMPROVEMENT COST ESTIMATE
(114)FUTURE ADT (115) YEAR FUTURE ADT
(90) INSPECTION DATE
(92) CRITICAL FEATURE INSPECTION :(93) CFI DATE
A) FRACTURE CRIT DETAIL -
B) UNDERWATER INSP -
C) OTHER SPECIAL INSP
SCOUR
A)
B)
C)
BRIDGE
31017230
0
STONEY CREEK
SR1723
0.7 MI. E. JCT. SR1710
0
79° 3' 38.1"36° 1' 37.5"
TYPE - CODE
CODE
CODE
IDENTIFICATION
STRUCTURE TYPE AND MATERIAL
AGE AND SERVICE
GEOMETRIC DATA
RIGHT
NAVIGATION DATA
CODE
CODE
CLASSIFICATION CODE
CODECONDITION
CODELOAD RATING AND POSTING
CODEAPPRAISAL
PROPOSED IMPROVEMENTS
INSPECTIONS
Steel
Stringer Mutlibeam or Girder 302
000
1
1 CODE
CODE
CODE
CODE
1951
Highway
Waterway 15
2
2900
2009 6%
3 MI
35 FT
35 FT
.5 FT .5 FT
22 FT
23 FT
18 FT
0No Median
00°
999.9 FT
22 FT
999.9 FT
0 FT
CODE
Not a Highway or Railroad
000 FT
000 FT
0 FT
FT
0
No Navigational Control 0
Not a Highway or Railroad
21.34
Structurally Deficient
YES
0Is not on NHS
08Minor Collector
0Not a STRAHNET Route
No Parallel Structure N
2-way Traffic 2
Not on the National Network0
On Free Road 3
State Highway Agency 01
State Highway Agency 01
Not Eligible 5
5
7
4
7
N
Unknown 0
HS-14 126
HS-9 116
Posting Required 0
P
Posted for Load
4
2
N
7
7
0000
5
CODE
3400 2025
06/12/2012
NO
NO
NO
PCT SHARE
670101
1
000000001350101
135
(63) OPERATING RATING METHOD -Load Factor
(65) INVENTORY RATING METHOD -Load Factor
NATIONAL BRIDGE INVENTORY-------- STRUCTURE INVENTORY AND APPRAISAL Run Date: 07/02/2012
COUNTY : DIVISION :DISTRICT:STRUCTURE NUMBER :LENGTH :
ROUTE CARRIED :FEATURE INTERSECTED :
LOCATED :BRIDGE NAME :
FUNC. CLASS :SYST.ON :SYST.UNDER :ADT & YR :RAIL TYPE :
BUILT :BY :PROJ :FED.AID PROJ :DESIGN LOAD :
REHAB :BY :PROJ :ALIGNMENT :SKEW :LANES :
NAVIGATION :HT. CRN. TO BED : WATER DEPTH :
SUPERSTRUCTURE :
1951 SHPWC 5-9-47-20 17BP.7.R.62 Unknown
TAN 90 2
08 NFA NFA 2900 233
0.7 MI. E. JCT. SR1710
SR1723 STONEY CREEK
35
0 9 10FTVCHCFT FT
REINFORCED CONCRETE DECK ON I-BEAMS
ON UNDER
233LTRT2009
FEET
FT
CITY :
SUBSTRUCTURE :
SPANS :
BEAMS OR GIRDERS :
FLOOR :ENCROACHMENT :DECK (OUT TO OUT) :
CLEAR ROADWAY :BETWEEN RAILS :SIDEWALK OR CURB :
VERT.CL.OVER :
INV.RTG. :OPE.RTG. :CONTR.MEMBER :POSTED :
SYSTEM :GREEN LINE ROUTE :
EBTS:TIMBER CAPS,POSTS & SILLS CONCRETE ENCASED,TIM.BULKHEAD
1@35'0
2 LNS W21X62 I-BEAMS EXT, 2 LNS W24X76 I-BEAMS INT @ 7'0 CTS
5 3/4 RC SLAB 23 FT
22 FT 23 FT .5 FT
999.9 FT
HS-9 HS-14 Ext. Beam 17
Secondary S.R. Route N
LT RT .5 FT
SV TTST 22 DATE 09/19/2008
UNDER ROUTES AND CLEARANCES
ORANGE 7 1 670101
BRIDGE MANAGEMENT UNIT
DATA ON EXISTING STRUCTURE Run Date: 07/02/2012
REMARKS :
3. RAILING
Routine InspectionINSPECTION TYPE
BRIDGE NO.
STRUCTURE TYPE
ROUTE ORIENTATION
COUNTY ROUTE
SPANS
OVERORANGESR1723 STONEY CREEK670101
REINFORCED CONCRETE DECK ON I-BEAMS
S - N 1@35'0
EVALUATION CODES: CRITICAL (C, 0 - 3); POOR (P, 4); FAIR (F, 5, 6); GOOD (G, 7 - 9)
INSPECTION ITEM
DECK ITEMS GRADES
1. WEARING SURFACE
2. DECK NO.
OF EA TYPE
SPN GRADE
RATES SI & A
ITEM 58
a. CONCRETE
b. TIMBER
c. STEEL PLANK
d. OPEN GRID
a. CONCRETE
b. TIMBER
c. ALUMINUM
d. STEEL
4. CURBS, WHEELGUARDS, PARAPETS, MEDIANS
5. WALKWAYS (ON OR ATTACHED TO STRUCTURE)
6. DECK EXP
JTS. OR
DEVICES.
NO. OF EACH
b. MISC PREFAB
a. STEEL PL OR FINGER
c. COMPRESSION SEAL
d. STANDARD JOINTS
e. OPEN JOINTS
7. DECK DEBRIS (INCLUDES EXCESS SAND/GRAVEL)
SUPER STR. (FM. 1 (90)B TRUSS) ITEM 59
10. LONGITUDINAL BEAMS OR GIRDERS
11. LONGITUDINAL JOIST OR STRINGERS
12. INT. DIAP'S, X-FRAMES, BRACING & CONN'S
13. END DIAP'S, CURTAIN WALLS, & CONN'S
14. FLOOR BEAMS AND CONNECTIONS
15. BEARING ASSEMBLIES (INCLUDING MISALIGN)
16. DRAINAGE SYSTEM (ON STRUCTURE)
17. MOVABLE SPAN MACHINERY
SUB STR. ITEMS. ITEM 60 (INCLUDE SCOUR)
35. TIM SUB
STR.
36. CONC
SUB STR.
37. STEEL
SUB STR.
38. FOUNDATION PILES TYPE MATERIAL
39. SLOPE PROT., RIP-RAP (INCLUDE DRAINAGE)
40. FENDER SYSTEMS
41. DRIFT
a. ABUT. & INT. BENT CAPS & RISERS
b. PILES, POST, SILLS, & BRACING
c. BULKHEADS, WING'S, & TIE BACKS
a. ABUT. & INT. BENT CAPS
b. ABUT. & BENT COL'S BREASTWALLS
c. ABUT. & INT. BENT PILES
d. BACKWALLS, WING'S, RETAIN. WALLS
e. ABUT. & BENT FOOTINGS & SILLS
a. ABUT. & INT. BENT CAPS & RISERS
b. PILES, BRACING, AND BULKHEADS
ITEM 61
45. CHANNEL
& CHANNEL
PROT.
a. WATERWAY
b. ALIGNMENT
c. SCOUR
d. SLOPE PROT., RIP-RAP, DIKES, ETC.
50. APPROACH ROADWAY CONDITION
51. APPROACH SLABS
52. PAINT SYSTEM
53. UTILITIES
54. RESPONSE TO LIVE LOAD
55. ESTIMATED REMAINING LIFE
60. REGULATORY SIGN NOTICE ISSUED
61. PROMPT-ACTION NOTICE ISSUED
62. PRESENTLY POSTED
63. TOT. FIELD INSP TIME (INCLUDE WRITE UP)(MAN HR)
64. TOTAL SNOOPER INSP. TIME (HRS)
65. TOTAL TRAFFIC CONTROL TIME (MAN HRS)
70. SI&A GENERAL CONDITION RATINGS
ITEM 58
b. SUPERSTRUCTURE
c. SUBSTRUCTURE
d. CHANNEL & CHANNEL PROT.
a. DECK
ITEM 59
ITEM 60
ITEM 61
71. SI&A FIELD APPRAISAL RATINGS
a. WATERWAY ADAQUACY
b. APPR. RDWY. ALIGNMENT
72. FIELD SCOUR EVALUATION
USE OF INSP. ACCESSIBILITY EQUIPMENT
SNOOPER (CODE S, 4, OR N)
LADDER
BUCKET TRUCK
BOAT
OTHER
SPECIAL INSPECTION REQUESTED FOR
NOTE
80. INSPECTED BY:
81. REVIEWED BY:
CODE
F1
G
G
G
G
F
F
G
P
F
F
G
G
G
G
F
F
G
14
A
NO
YES
YES
4
5
7
4
7
7
7
O
NO
NO
NO
NO
NO
HRS
BRIDGE INSPECTION RECORD AND SUMMARY
BRIDGE I & A FORM1 (90)A
2a F DECK SHOWING RANDOM HAIRLINE CRACKING ON TOP SURFACE WITH SCALE
THROUGH OUT TOP, UP TO 1/6" DEEP WITH COARSE AGGREGATE EXPOSED.
10ANO NO CURVED GIRDERS
13 F END DIAPHRAGM AT END BENT 2, SPALL AREA IN BAY 2 BESIDE BEAM 3, AREA IS
8"HIGH X 6"WIDE X 4" DEEP BESIDE TOP FLANGE, AREA BESIDE BOTTOM FLANGE IS
SPALLED 6"HIGH X 5"WIDE X 4"DEEP.
15 F END BENT 2 CAP HAS DECAY AREA ACROSS TOP FACE UNDER BEARINGS.
52 F AREAS OF SPOT SURFACE RUST SCALE.
35aP END BENT 1, TIMBERS SOFT WITH DECAY ALONG ENDS, 2" TO 3" DEEP.
END BENT 2, CAP HAS DECAY ACROSS TOP UNDER BEAMS AND CONCRETE
DIAPHRAGM. AREA IS UP TO 1"DEEP X 42" LONG FROM LEFT END X 12"WIDE,
ANOTHER AREA ON TOP FACE STARTS AT PILE 2 AND EXTENDS OVER TOWARDS
RIGHT SIDE, 48", AREA IS UP TO 1"DEEP X 12" WIDE ALONG TOP FACE OF CAP. PM
ISSUED.
35bF PILES WEATHERED AND CHECKED WITH DELAM AROUND CHECK CRACKS.
35cF TIMBER POST ON SOUTHWEST CORNER HAS FULL HEIGHT DECAY. BULKHEAD
TIMBERS SHOWING SPOT DECAY THROUGH OUT BULKHEAD AND WING TIMBERS.
50 F BOTH APPROACHES CRACKED AND SETTLED.
61YES PM ON EB 2 CAP
62YES SV- 17; TTST 22
Bridge I&A Form 1(82)H
State of North Carolina
Dept. of Transportation
Division of Highways
FIELD INSPECTION REPORT
Bridge Inspecion & Analysis
Team Leader
Assisted By
Item No.Grade
TERRY MELTON
D.HACKNEY
3344 LF 23Repair / Replace
Timber
Substructure
Components
CAP AT END BENT 2, DECAY POCKETS
ACROSS TOP OF CAP UNDER
CONCRETE END DIAPHRAGM FULL
DEPTH OF CAP X 1" DEEP,
SUPERSTRUCTURE STARTING TO
CRUSH INTO CAP.
3346 SF 25Repair / Maintain
Timber Wings &
Blkhds
TIMBER WING POST SHOWING DECAY
BRIDGE INSPECTOR'S RECOMMENDATION FOR MAINTENANCE REPAIRS
Bridge:670101 County Date:
These Repairs Should Be Made Within Twelve Months From Date Of This Inspection
MMS
Code
Description of
Function
UnitQuantity Remarks Est.
Cost
ORANGE 06/12/2012
Priority Maintenance Level Not DeterminedPriority Maintenance Item Critical Finding Item
Key
MMS CodeMMS Description Quantity
3344Repair / Replace Timber Substructure Components 23
Submitted Date:
06/24/2012
Priority Level
Priority Maintenance
Status
Division Bridge Maintenance Notification
Location:
Abutment Cap Bent/Span No.2END BENT 2 CAP
Details
CAP AT END BENT 2, DECAY POCKETS ACROSS TOP OF CAP UNDER CONCRETE END DIAPHRAGM FULL
DEPTH OF CAP X 1" DEEP, SUPERSTRUCTURE STARTING TO CRUSH INTO CAP.
LF
Submitted By:
T.MELTON
Assisted By:
D.HACKNEY
BRIDGE INSPECTOR'S RECOMMENDATION FOR PRIORITY MAINTENANCE REPAIRS
Bridge:670101 County ORANGE
THE FOLLOWING MAINTENANCE ITEMS HAVE BEEN SUBMITTED IN CONJUNCTION WITH A PRIORITY MAINTENANCE REQUEST
CRACKING ON WEAR SURFACE AT END BENT 1
SCALE ON DECK THROUGHOUT
06/12/2012670101CountyORANGEDate:Structure Condition Photos
MAP CRACKING ON DECK
CRACKING ON WEAR SURFACE AT END BENT 2
06/12/2012670101CountyORANGEDate:Structure Condition Photos
CRACKING ON NORTH END WEAR SURFACE APPROACH
DECAY ON END OF CAP AT OF END BENT 1 EAST END
06/12/2012670101CountyORANGEDate:Structure Condition Photos
DECAY ON PILE AT SOUTHEAST WING
DECAY ON END OF CAP AT END BENT 1 SOUTH END
06/12/2012670101CountyORANGEDate:Structure Condition Photos
DECAY ON PILE AT NORTHEAST WING
DECAY ON CAP AT END BENT 2 NORTH END
06/12/2012670101CountyORANGEDate:Structure Condition Photos
SPALL ON BACKWALL AT END BENT 2 BEHIND BEAM 3
CRACKING ON BACKWALL AND END BENT 2 IN BAY 1
06/12/2012670101CountyORANGEDate:Structure Condition Photos
CRUSHING ON CAP AT END BENT 2 1/4 INCH DEEP AND 42 INCHES FROM WEST END
DECAY ON CAP AT END BENT 2 UNDER BEAM 3
06/12/2012670101CountyORANGEDate:Structure Condition Photos
DECAY ON CAP AT END BENT 2 WEST END
DECAY ON CAP AT END BENT 2 48 INCHES LEFT OF BEAM 4
06/12/2012670101CountyORANGEDate:Structure Condition Photos
Structure Data Worksheet Spans
County:ORANGE Structure No:670101 Date:06/12/2012 Inspected By:TFM
135.0 NBIS BL 3334.0
Span No
Span
Length
Bearing to
Bearing Comments
Stream Bed Soundings
(See next sheet for profile sketch)
Bridge No:County:Date:By:
Record sounding from top of rail. Other location if needed:
Distance from Highwater Mark to top of rail:Location of Highwater Mark:
670101 ORANGE 06/12/2012 TFM
04.92
14.92Top of Cap 1 11END BENT 1
1.18.75GAC
28.92
711.92Water Surface/Water Edge (WSWE)
1212.17
2012.08
2412.08
2711.92Water Surface/Water Edge (WSWE)
2911
349.83GAC
34.14.92
354.92Top of Cap
DOWNSTREAM UPSTREAM
Distance
(Station) (ft)
Sounding
(ft)
Description Distance
(Station) (ft)
Sounding
(ft)
Description
Top of Rail = 0 FT (Sounding)
STREAMBED PROFILE (Downstream)
06/12/2012670101CountyORANGEDate:Bridge:
LOOKING NORTH
WEIGHT LIMIT SIGN
06/12/2012670101CountyORANGEDate:Structure Structure Photos
SOUTH END WEAR SURFACE APPROACH
WEAR SURFACE AT END BENT 1
06/12/2012670101CountyORANGEDate:Structure Structure Photos
LOOKING AT DECK
LOOKING AT DECK
06/12/2012670101CountyORANGEDate:Structure Structure Photos
WEAR SURFACE AT END BENT 2
NORTH END WEAR SURFACE APPROACH
06/12/2012670101CountyORANGEDate:Structure Structure Photos
LOOKING DOWNSTREAM
LOOKING UPSTREAM
06/12/2012670101CountyORANGEDate:Structure Structure Photos
END BENT 2
LOOKING UPSTREAM
06/12/2012670101CountyORANGEDate:Structure Structure Photos
LOOKING DOWNSTREAM
END BENT 1
06/12/2012670101CountyORANGEDate:Structure Structure Photos
UNDERSIDE OF DECK
LOOKING AT WEST SIDE
06/12/2012670101CountyORANGEDate:Structure Structure Photos
LOOKING AT EAST SIDE
LOOKING SOUTH
06/12/2012670101CountyORANGEDate:Structure Structure Photos
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET

EROSION AND SEDIMENT CONTROL MEASURES
Temporary Silt Ditch
Temporary Silt Fence
Silt Basin Type B
TSD
Stilling Basin
TDTemporary Diversion
Temporary Rock Silt Check Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Sediment Dam Type-A
Temporary Rock Sediment Dam Type-B
Type A
Type B
Type C
A
B
C
Temporary Silt Fence
TSD
Std. #Description Symbol

Temporary Berms and Slope Drains
Rock Inlet Sediment Trap:
1630.03
1630.05
1605.01
1622.01
1633.01
1634.01
1634.02
1635.01
1635.02
1630.04
1632.01
1632.02
1632.03
Rock Pipe Inlet Sediment Trap Type-A
Rock Pipe Inlet Sediment Trap Type-B
Temporary Rock Sediment Dam Type A
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
Rock Pipe Inlet Sediment Trap Type A
1606.01 Special Sediment Control Fence
1634.01
1634.02
1635.01
Temporary Berms and Slope Drains
Special Sediment Control Fence
Riser Basin
1635.02 Rock Pipe Inlet Sediment Trap Type B
Railroad Erosion Control Detail
Gravel Construction Entrance
Skimmer Basin

Tiered Skimmer Basin
Infiltration Basin
Special Stilling Basin1630.06
Temporary Rock Silt Check Type-A with
Matting and Polyacrylamide (PAM)
Wattle/Coir Fiber Wattle
Wattle/Coir Fiber Wattle
with Polyacrylamide (PAM)
1630.02
1633.02
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest
Temporary Diversion
Stilling Basin
Temporary Silt Ditch
Silt Basin Type B
Special Stilling Basin
Matting Installation
1632.02
1632.01
Rock Inlet Sediment Trap Type B
Rock Inlet Sediment Trap Type A
1632.03 Rock Inlet Sediment Trap Type C
1633.01
1633.02 Temporary Rock Silt Check Type B
Temporary Rock Silt Check Type A
1640.01 Coir Fiber Baffle
1645.01 Temporary Stream Crossing
GRAPHIC SCALE
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
Prepared in the Office of:

0
0

these plans.
1605.01
1630.01
1606.01
1622.01
1604.01
1607.01
2012 STANDARD SPECIFICATIONS
NATURAL RESOURCES DIVISION OF WATER QUALITY.
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011
WITH THE REGULATIONS SET FORTH BY THE
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
1630.05
1630.04
1630.03
1630.02
1630.06
1631.01
ALPHA & OMEGA GROUP
N G I N E E R SE T R U C T U R A L s I V I L & C
F i r m L i c e n s e N o. C - 1684 w w w . a o g r o u p . c o m
P h o n e 9 1 9 9 8 1 0 3 1 0 F a x 9 1 9 9 8 1 0 4 5 1
4601 L a k e B o o n e T r a i l, S t e. 3C R a l e i g h , N C 27607
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
PLAN FOR PROPOSED
HIGHWAY EROSION CONTROL
010 20
2010
1 2
N
C

G
R
ID
N
A
D

8
3
/
N
S
R
S

2
0
0
7
LOCATION:
TYPE OF WORK:GRADING, DRAINAGE, PAVING AND STRUCTURE
BRIDGE NO. 670101 ON SR 1723 (NEW HOPE CHURCH RD)
See Sheet 1-B For Conventional Symbols
See Sheet 1-A For Index of Sheets
See Sheet 1-C For Survey Control Sheet
VICINITY MAP
1817
1712
1721
1712
1720
1723
1722
1898
1724
1831
1832
18331831
1009
1882
1883
1894
1893
1710
1710
1887
1888
1889
1891
1890
1710
1710
1723
1892
1223
2240
2208
2206
2207
2209
2210
2211
2212
1789
1790
2205
2216
2270
2271
2266
2268
Stagecoach
Dr.
K
irk
la
n
d
R
d
.
Gilbert Craig
BrockwellRd.
La
n
ni
e
Dr.
Hayes
D
r.
J
a
y
C
i
r
.
La
n
ni
e
Dr.
No.10
R
d.
C
a
rr
ia
g
e Tr.
S
u
r
r
y
T
r
.
BuckboardDr.
S
ev
en SpringsR
d
.
No.10 R
d.
Stoneycreek
R
d
.
N ew
HopeChurchRd.
R a y
Rd.
C
a
m
p
Ne
w Hope
Byrd Rd.
PineHill
Rd.
C
o
o
l
S
p
ri
n
g
G
r
e
e
n
Hill
Dr.
Lonnie Dr.
W
al
n
ut
C
o
v
e
R
d
.
Cheyenne Dr.
Southern
So
ut
h
er
n
A L Stanback
Middle Sch.
New Hope
Elementary Sch.
1009
2269
2267
2073
1709
DUKE
FOREST
DUKE
FOREST
1723
Hillsborough
pop.6,584
Rail
way
Southern
R ailw ay
Site
Project
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPARTMENT OF TRANSPORTATION
ROADSIDE ENVIRONMENTAL UNIT
17.BP.7.R.63
ORANGE COUNTY
TO
NC
86
TO OLD NC 10
B
R
I
D
G
E

N
O
.
:

6
7
0
1
0
1
CONSTRUCTION.
GRUBBING PHASE OF
FOR CLEARING AND
EROSION CONTROL PLANS
THIS PROJECT CONTAINS
for Special Considerations.
Refer To E. C. Special Provisions
ON THIS PROJECT
SENSITIVE AREA(S) EXIST
ENVIRONMENTALLY
STANDARDS.
SENSITIVE WATERSHED
BEEN DESIGNED TO
THIS PROJECT HAS
OVER STONY CREEK
-L- STA. 10+50.00
BEGIN PROJECT
-L- STA. 12+30.69
BEGIN CULVERT
-L- STA. 12+63.33
END CULVERT
-L- STA. 13+75.00
END PROJECT
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 5
PERMIT DRAWING
1 5
LEVEL III CERTIFICATION NO.
3023
LEVEL III NAME
JEFFREY D. GOODIN
GRAU 350 TL-3
GRAU 350 TL-3
GRAU 350 TL-3
GRAU 350 TL-3
15
"
RC
P
BS#1
SEAT ELEV=479.71’
BS#2
SEAT ELEV=479.74’
EXISTING R/W
EXISTING R/W
EXISTING
R
/W
EXISTING
R
/W
S
T
ON
Y
CR
E
E
K
18’ PAVED ROAD
SR 1723 NEW HOPE CHURCH RD.
SP
IKE
R
/R
40
40
86
86
85
70
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
R
E
V
I
S
IO
N
S

SCALE: 1"=30’
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
2101
R/W SHEET NO.8
/
1
7
/
9
9
3
/
2
5
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IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SCALE: 1"=50’
12+00 13+00
STO
N
Y
C
RE
E
K
12+00 13+00
SHEET 2 OF 5
PERMIT DRAWING
SLOPE=0.0%
ELEV.=474.50
TOP OF FOOTING
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L
T
E
L

=

4
7
6
.
5
0
S
T
A
.

1
3
+
2
5

-
L
-

R
T
-0.77%
E
L

=

4
7
6
.
1
0
S
T
A
.

1
2
+
7
5

-
L
-

R
T
7.
0%
WSEL=482.27
100-YR
NWS = 473.4
WSEL=479.9
25-YR
SLOPE=0.0%
ELEV.=474.50
TOP OF FOOTING
WETLAND
DENOTES FILL INFF
FILL IN WETLAND
FILL IN WETLAND
11+00 14+00
S
T
ON
Y

C
R
E
E
KS
T
ON
Y

CR
E
E
K
460
470
480
490
500
PI = 11+70.00
EL = 483.51’
(-)
4
.
83
3
3
%
(-)1.0341%
VC = 200’
EL=481.39
-L- STA 13+75.00
END GRADE
EL=489.31
-L- STA 10+50.00
BEGIN GRADE
low point center finish grade = 482.5
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
R
E
V
I
S
IO
N
S

SCALE: 1"=30’
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
3101
R/W SHEET NO.8
/
1
7
/
9
9
3
/
2
5
/
2
0
1
5
P
:
\
2
0
1
3
_
0
0
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4

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d
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e
f
f
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y
D
G
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SCALE: 1"=50’
12+00 13+00
11+00
STO
N
Y
C
RE
E
K
12+00 13+00
SHEET 3 OF 5
PERMIT DRAWING
SLOPE=0.0%
ELEV.=474.50
TOP OF FOOTING
E
L

=

4
7
5
.
9
S
T
A
.

1
2
+
2
5

-
L
-

L
T
E
L

=

4
7
6
.
5
4
S
T
A
.

1
2
+
2
5

-
L
-

R
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L

=

4
8
3
.
0
8
S
T
A
.

1
1
+
5
0

-
L
-

R
T
-0.80%
8.
72%
E
L

=

4
8
2
.
8
8
S
T
A
.

1
1
+
2
5

-
L
-

L
T
E
L

=

4
7
5
.
6
9
S
T
A
.

1
2
+
7
5

-
L
-

L
T
E
L

=

4
7
6
.
2
7
S
T
A
.

1
3
+
5
0

-
L
-

L
T
E
L

=

4
7
6
.
5
0
S
T
A
.

1
3
+
2
5

-
L
-

R
T
-0.77%
E
L

=

4
7
6
.
1
0
S
T
A
.

1
2
+
7
5

-
L
-

R
T
7.
0%
WSEL=482.27
100-YR
NWS = 473.4
WSEL=479.9
25-YR
SLOPE=0.0%
ELEV.=474.50
TOP OF FOOTING
WETLAND
DENOTES FILL INFF
FILL IN WETLAND
FILL IN WETLAND
S
T
ON
Y
C
R
E
E
K
S
T
ONY

C
R
E
E
K
14+00
460
470
480
490
500
PI = 11+70.00
EL = 483.51’
(-)
4
.
83
3
3
%
(-)1.0341%
VC = 200’
EL=481.39
-L- STA 13+75.00
END GRADE
EL=489.31
-L- STA 10+50.00
BEGIN GRADE
low point center finish grade = 482.5
ALPHA & OMEGA GROUP
N G I N E E R SE T R U C T U R A L s I V I L & C
F i r m L i c e n s e N o. C - 1684 w w w . a o g r o u p . c o m
P h o n e 9 1 9 9 8 1 0 3 1 0 F a x 9 1 9 9 8 1 0 4 5 1
4601 L a k e B o o n e T r a i l, S t e. 3C R a l e i g h , N C 27607
CONSTRUCTION SEQUENCE
NOTE: THE CONTRACTOR SHALL FILTER ALL SEDIMENT-LADEN WATER THROUGH SPECIAL STILLING BASIN.
A&O PROJECT NO. 2013.034
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
SHEET OF
DEPARTMENT OF TRANSPORTATION
STATE OF NORTH CAROLINA
RALEIGH
STR. NO. 670101
17BP.7.R.63
12+47.00 -L-
CONSTRUCTION SEQUENCE
NOTE: THE CONTRACTOR SHALL FILTER ALL SEDIMENT-LADEN WATER THROUGH SPECIAL STILLING BASIN.
CONSTRUCTION SEQUENCE
STAGE I
CONSTRUCTION SEQUENCE
33’ x 5’-0" BOTTOMLESS CULVERT
STONY CREEK
ON SR 1723 OVER
CULVERT NO. 670101
EC-4/CONST 4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.7.R.63
26,000 SF
DISTURBED AREA
DRAINAGE OUTLETS.
NOTE:
CONSTRUCTION SHEET 4
EROSION CONTROL FOR
CLEARING AND GRUBBING
FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL
REQUIREMENTS IN THE NCDOT BEST MANAGEMENT PRACTICES
BRIDGE REMOVAL AND CULVERT CONSTRUCTION SHALL BE PER
PLACE TEMPORARY SILT CHECKS TYPE - A AT
DIKE
IMPERVIOUS
DIKE
IMPERVIOUS
24" TEMP. FLEXIBLE PIPE
B
Z
1
B
Z
2BZ 1BZ 2
ORANGE
NO DEBRIS TO ENTER STREAM.
6. REMOVE EXISTING BRIDGE ALLOWING
SPECIAL STILLING BASIN(S).
5. DEWATER CONSTRUCTION AREA INTO
DOWNSTREAM.
4. CONSTRUCT IMPERVIOUS DIKE
ALONG EXISTING CHANNEL AS SHOWN.
3. PLACE 24" TEMP. FLEXIBLE PIPE
UPSTREAM.
2. CONSTRUCT TEMP. IMPERVIOUS DIKE
AS NECESSARY.
1. UTILIZE SPECIAL STILLING BASIN(S)
7. COMPLETE ROADWAY.
PIPE, AND SPECIAL STILLING BASIN(S).
6. REMOVE TEMP. IMPERVIOUS DIKES,
IMPERVIOUS DIKES.
ACTIVITIES PRIOR TO REMOVAL OF
THAT RESULTED FROM CONSTRUCTION
5. REMOVE ALL SEDIMENT FROM STREAM
WINGWALLS.
4. INSTALL CLASS I RIP RAP ALONG
WINGWALLS.
BOTTOMLESS CULVERT AND CONSTRUCT
3. PLACE PRECAST SECTIONS OF
CHANNEL EMBANKMENTS.
2. CONSTRUCT CHANNEL AND ARMOR
1. CONSTRUCT FOOTINGS.
STAGE II
CLEARING AND GRUBBING EROSION CONTROL PLAN
SCALE: 1" = 20’
S
T
ONY
CR
E
E
K
SCALE: 1"=20’
010 20
33’ x 5’-0" BOTTOMLESS CULVERT
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
FROM STA. 11+50 TO STA. 12+25 -L- RT
FROM STA. 11+25 TO STA. 12+25 -L- LT
DETAIL A
Max. d= 0.88 Ft.
Min. D= 1.0 Ft.
Type of Liner= PSRM
Ground
Natural Slope
Ditch
Front
2:
1
D Flatter2:1 or
d
( Not to Scale)
CUT DITCH
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2:
1 D
FROM STA. 12+75 TO STA. 13+50 -L- LT
Min. D= 2.0 Ft.
DETAIL C
Ground
Natural
Flatter2:1 or
Slope
Fill
SEE DETAIL A
STA. 12+25 -L- LT
STA. 11+25 TO
DITCH L001
SEE DETAIL C
STA. 13+50 -L- LT
STA. 12+75 TO
DITCH L002
SEE DETAIL A
STA. 12+25 -L- RT
STA. 11+50 TO
DITCH R001
SEE DETAIL B
STA. 13+25 -L- RT
STA. 12+75 TO
DITCH R002
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d
2:
1
FROM STA. 12+75 TO STA. 13+25 -L- RT
Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL B
Type of Liner= MATTING
Ground
Natural Flatter4:1 or
Slope
Fill
-L- STA. 10+50.00
BEGIN PROJECT
-L- STA. 13+75.00
END PROJECT
-L- STA. 12+63.33
END CULVERT
-L- STA. 12+30.69
BEGIN CULVERT
SHEET 4 OF 5
PERMIT DRAWING
ELEV = 482.77
BM1
EX
IST
ING
R
/W
EX
IST
ING
R
/W
6
0
.0
0
’
S
T
ON
Y

C
R
E
E
K
18’ PAVED ROAD
1
2
SR 1723 NEW HOPE CHURCH RD.
11+00 12+00
13+00
S
T
ON
Y

C
R
E
E
K
18’ PAVED ROAD
2
S
T
O
N
Y

C
R
E
E
K
18’ PAVED ROAD
2
NAD 83
NAD 83 NAD 83
C
C
C
C
F
F
C
C C
C
F
F
F
F
F
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n
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1
7
B
P
.
7
.
R
.
6
3

(
6
7
0
1
0
1
)

W
E
T
L
A
N
D

P
E
R
M
I
T

I
M
P
A
C
T

S
U
M
M
A
R
Y
SU
R
F
A
C
E

W
A
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E
R

I
M
P
A
C
T
S
WE
T
L
A
N
D

I
M
P
A
C
T
S
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET

EROSION AND SEDIMENT CONTROL MEASURES
Temporary Silt Ditch
Temporary Silt Fence
Silt Basin Type B
TSD
Stilling Basin
TDTemporary Diversion
Temporary Rock Silt Check Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Sediment Dam Type-A
Temporary Rock Sediment Dam Type-B
Type A
Type B
Type C
A
B
C
Temporary Silt Fence
TSD
Std. #Description Symbol

Temporary Berms and Slope Drains
Rock Inlet Sediment Trap:
1630.03
1630.05
1605.01
1622.01
1633.01
1634.01
1634.02
1635.01
1635.02
1630.04
1632.01
1632.02
1632.03
Rock Pipe Inlet Sediment Trap Type-A
Rock Pipe Inlet Sediment Trap Type-B
Temporary Rock Sediment Dam Type A
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
Rock Pipe Inlet Sediment Trap Type A
1606.01 Special Sediment Control Fence
1634.01
1634.02
1635.01
Temporary Berms and Slope Drains
Special Sediment Control Fence
Riser Basin
1635.02 Rock Pipe Inlet Sediment Trap Type B
Railroad Erosion Control Detail
Gravel Construction Entrance
Skimmer Basin

Tiered Skimmer Basin
Infiltration Basin
Special Stilling Basin1630.06
Temporary Rock Silt Check Type-A with
Matting and Polyacrylamide (PAM)
Wattle/Coir Fiber Wattle
Wattle/Coir Fiber Wattle
with Polyacrylamide (PAM)
1630.02
1633.02
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest
Temporary Diversion
Stilling Basin
Temporary Silt Ditch
Silt Basin Type B
Special Stilling Basin
Matting Installation
1632.02
1632.01
Rock Inlet Sediment Trap Type B
Rock Inlet Sediment Trap Type A
1632.03 Rock Inlet Sediment Trap Type C
1633.01
1633.02 Temporary Rock Silt Check Type B
Temporary Rock Silt Check Type A
1640.01 Coir Fiber Baffle
1645.01 Temporary Stream Crossing
GRAPHIC SCALE
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
Prepared in the Office of:

0
0

these plans.
1605.01
1630.01
1606.01
1622.01
1604.01
1607.01
2012 STANDARD SPECIFICATIONS
NATURAL RESOURCES DIVISION OF WATER QUALITY.
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011
WITH THE REGULATIONS SET FORTH BY THE
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
1630.05
1630.04
1630.03
1630.02
1630.06
1631.01
ALPHA & OMEGA GROUP
N G I N E E R SE T R U C T U R A L s I V I L & C
F i r m L i c e n s e N o. C - 1684 w w w . a o g r o u p . c o m
P h o n e 9 1 9 9 8 1 0 3 1 0 F a x 9 1 9 9 8 1 0 4 5 1
4601 L a k e B o o n e T r a i l, S t e. 3C R a l e i g h , N C 27607
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
PLAN FOR PROPOSED
HIGHWAY EROSION CONTROL
010 20
2010
1 2
N
C

G
R
ID
N
A
D

8
3
/
N
S
R
S

2
0
0
7
LOCATION:
TYPE OF WORK:GRADING, DRAINAGE, PAVING AND STRUCTURE
BRIDGE NO. 670101 ON SR 1723 (NEW HOPE CHURCH RD)
See Sheet 1-B For Conventional Symbols
See Sheet 1-A For Index of Sheets
See Sheet 1-C For Survey Control Sheet
VICINITY MAP
1817
1712
1721
1712
1720
1723
1722
1898
1724
1831
1832
18331831
1009
1882
1883
1894
1893
1710
1710
1887
1888
1889
1891
1890
1710
1710
1723
1892
1223
2240
2208
2206
2207
2209
2210
2211
2212
1789
1790
2205
2216
2270
2271
2266
2268
Stagecoach
Dr.
K
irk
la
n
d
R
d
.
Gilbert Craig
BrockwellRd.
La
n
ni
e
Dr.
Hayes
D
r.
J
a
y
C
i
r
.
La
n
ni
e
Dr.
No.10
R
d.
C
a
rr
ia
g
e Tr.
S
u
r
r
y
T
r
.
BuckboardDr.
S
ev
en SpringsR
d
.
No.10 R
d.
Stoneycreek
R
d
.
N ew
HopeChurchRd.
R a y
Rd.
C
a
m
p
Ne
w Hope
Byrd Rd.
PineHill
Rd.
C
o
o
l
S
p
ri
n
g
G
r
e
e
n
Hill
Dr.
Lonnie Dr.
W
al
n
ut
C
o
v
e
R
d
.
Cheyenne Dr.
Southern
So
ut
h
er
n
A L Stanback
Middle Sch.
New Hope
Elementary Sch.
1009
2269
2267
2073
1709
DUKE
FOREST
DUKE
FOREST
1723
Hillsborough
pop.6,584
Rail
way
Southern
R ailw ay
Site
Project
RALEIGH, N.C.
DIVISION OF HIGHWAYS
DEPARTMENT OF TRANSPORTATION
ROADSIDE ENVIRONMENTAL UNIT
17.BP.7.R.63
ORANGE COUNTY
TO
NC
86
TO OLD NC 10
B
R
I
D
G
E

N
O
.
:

6
7
0
1
0
1
CONSTRUCTION.
GRUBBING PHASE OF
FOR CLEARING AND
EROSION CONTROL PLANS
THIS PROJECT CONTAINS
for Special Considerations.
Refer To E. C. Special Provisions
ON THIS PROJECT
SENSITIVE AREA(S) EXIST
ENVIRONMENTALLY
STANDARDS.
SENSITIVE WATERSHED
BEEN DESIGNED TO
THIS PROJECT HAS
OVER STONY CREEK
-L- STA. 10+50.00
BEGIN PROJECT
-L- STA. 12+30.69
BEGIN CULVERT
-L- STA. 12+63.33
END CULVERT
-L- STA. 13+75.00
END PROJECT
BUFFER IMPACTS PERMIT
SHEET 1 OF 5
BUFFER DRAWING
1 5
LEVEL III CERTIFICATION NO.
3023
LEVEL III NAME
JEFFREY D. GOODIN
GRAU 350 TL-3
GRAU 350 TL-3
GRAU 350 TL-3
GRAU 350 TL-3
15
"
RC
P
BS#1
SEAT ELEV=479.71’
BS#2
SEAT ELEV=479.74’
EXISTING R/W
EXISTING R/W
EXISTING
R
/W
EXISTING
R
/W
S
T
ON
Y
CR
E
E
K
18’ PAVED ROAD
SR 1723 NEW HOPE CHURCH RD.
SP
IKE
R
/R
40
40
86
86
85
70
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
R
E
V
I
S
IO
N
S

SCALE: 1"=30’
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
2101
R/W SHEET NO.8
/
1
7
/
9
9
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
SLOPE=0.0%
ELEV.=474.50
TOP OF FOOTING
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SCALE: 1"=50’
12+00 13+0011+00
12+00 13+00
STO
N
Y
CRE
E
K
E
L

=

4
7
5
.
9
S
T
A
.

1
2
+
2
5

-
L
-

L
T
E
L

=

4
7
6
.
5
4
S
T
A
.

1
2
+
2
5

-
L
-

R
T
E
L

=

4
8
3
.
0
8
S
T
A
.

1
1
+
5
0

-
L
-

R
T
-0.80%
8.
72
%
E
L

=

4
8
2
.
8
8
S
T
A
.

1
1
+
2
5

-
L
-

L
T
E
L

=

4
7
5
.
6
9
S
T
A
.

1
2
+
7
5

-
L
-

L
T
E
L

=

4
7
6
.
2
7
S
T
A
.

1
3
+
5
0

-
L
-

L
T
E
L

=

4
7
6
.
5
0
S
T
A
.

1
3
+
2
5

-
L
-

R
T
-0.77%
E
L

=

4
7
6
.
1
0
S
T
A
.

1
2
+
7
5

-
L
-

R
T
7.
0%
WSEL=482.27
100-YR
NWS = 473.4
WSEL=479.9
25-YR
SHEET 2 OF 5
BUFFER DRAWING
S
T
ON
Y

C
R
E
E
K
460
470
480
490
500
PI = 11+70.00
EL = 483.51’
(-)
4
.
83
3
3
%
(-)1.0341%
VC = 200’
EL=481.39
-L- STA 13+75.00
END GRADE
EL=489.31
-L- STA 10+50.00
BEGIN GRADE
low point center finish grade = 482.5
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
R
E
V
I
S
IO
N
S

SCALE: 1"=30’
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
3101
R/W SHEET NO.8
/
1
7
/
9
9
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
SLOPE=0.0%
ELEV.=474.50
TOP OF FOOTING
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SCALE: 1"=50’
12+00 13+0011+00
12+00 13+00
STO
N
Y
CRE
E
K
E
L

=

4
7
5
.
9
S
T
A
.

1
2
+
2
5

-
L
-

L
T
E
L

=

4
7
6
.
5
4
S
T
A
.

1
2
+
2
5

-
L
-

R
T
E
L

=

4
8
3
.
0
8
S
T
A
.

1
1
+
5
0

-
L
-

R
T
-0.80%
8.
72
%
E
L

=

4
8
2
.
8
8
S
T
A
.

1
1
+
2
5

-
L
-

L
T
E
L

=

4
7
5
.
6
9
S
T
A
.

1
2
+
7
5

-
L
-

L
T
E
L

=

4
7
6
.
2
7
S
T
A
.

1
3
+
5
0

-
L
-

L
T
E
L

=

4
7
6
.
5
0
S
T
A
.

1
3
+
2
5

-
L
-

R
T
-0.77%
E
L

=

4
7
6
.
1
0
S
T
A
.

1
2
+
7
5

-
L
-

R
T
7.
0%
WSEL=482.27
100-YR
NWS = 473.4
WSEL=479.9
25-YR
SHEET 3 OF 5
BUFFER DRAWING
S
T
ON
Y

C
R
E
E
K
460
470
480
490
500
PI = 11+70.00
EL = 483.51’
(-)
4
.
83
3
3
%
(-)1.0341%
VC = 200’
EL=481.39
-L- STA 13+75.00
END GRADE
EL=489.31
-L- STA 10+50.00
BEGIN GRADE
low point center finish grade = 482.5
ALPHA & OMEGA GROUP
N G I N E E R SE T R U C T U R A L s I V I L & C
F i r m L i c e n s e N o. C - 1684 w w w . a o g r o u p . c o m
P h o n e 9 1 9 9 8 1 0 3 1 0 F a x 9 1 9 9 8 1 0 4 5 1
4601 L a k e B o o n e T r a i l, S t e. 3C R a l e i g h , N C 27607
CONSTRUCTION SEQUENCE
NOTE: THE CONTRACTOR SHALL FILTER ALL SEDIMENT-LADEN WATER THROUGH SPECIAL STILLING BASIN.
A&O PROJECT NO. 2013.034
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATION:
COUNTY
PROJECT NO.
1
2
3
4
SHEET OF
DEPARTMENT OF TRANSPORTATION
STATE OF NORTH CAROLINA
RALEIGH
STR. NO. 670101
17BP.7.R.63
12+47.00 -L-
CONSTRUCTION SEQUENCE
NOTE: THE CONTRACTOR SHALL FILTER ALL SEDIMENT-LADEN WATER THROUGH SPECIAL STILLING BASIN.
CONSTRUCTION SEQUENCE
STAGE I
CONSTRUCTION SEQUENCE
33’ x 5’-0" BOTTOMLESS CULVERT
STONY CREEK
ON SR 1723 OVER
CULVERT NO. 670101
EC-4/CONST 4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.7.R.63
26,000 SF
DISTURBED AREA
DRAINAGE OUTLETS.
NOTE:
CONSTRUCTION SHEET 4
EROSION CONTROL FOR
CLEARING AND GRUBBING
FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL
REQUIREMENTS IN THE NCDOT BEST MANAGEMENT PRACTICES
BRIDGE REMOVAL AND CULVERT CONSTRUCTION SHALL BE PER
PLACE TEMPORARY SILT CHECKS TYPE - A AT
DIKE
IMPERVIOUS
DIKE
IMPERVIOUS
24" TEMP. FLEXIBLE PIPE
B
Z
1
B
Z
2BZ 1BZ 2
ORANGE
NO DEBRIS TO ENTER STREAM.
6. REMOVE EXISTING BRIDGE ALLOWING
SPECIAL STILLING BASIN(S).
5. DEWATER CONSTRUCTION AREA INTO
DOWNSTREAM.
4. CONSTRUCT IMPERVIOUS DIKE
ALONG EXISTING CHANNEL AS SHOWN.
3. PLACE 24" TEMP. FLEXIBLE PIPE
UPSTREAM.
2. CONSTRUCT TEMP. IMPERVIOUS DIKE
AS NECESSARY.
1. UTILIZE SPECIAL STILLING BASIN(S)
7. COMPLETE ROADWAY.
PIPE, AND SPECIAL STILLING BASIN(S).
6. REMOVE TEMP. IMPERVIOUS DIKES,
IMPERVIOUS DIKES.
ACTIVITIES PRIOR TO REMOVAL OF
THAT RESULTED FROM CONSTRUCTION
5. REMOVE ALL SEDIMENT FROM STREAM
WINGWALLS.
4. INSTALL CLASS I RIP RAP ALONG
WINGWALLS.
BOTTOMLESS CULVERT AND CONSTRUCT
3. PLACE PRECAST SECTIONS OF
CHANNEL EMBANKMENTS.
2. CONSTRUCT CHANNEL AND ARMOR
1. CONSTRUCT FOOTINGS.
STAGE II
CLEARING AND GRUBBING EROSION CONTROL PLAN
SCALE: 1" = 20’
S
T
ONY
CR
E
E
K
SCALE: 1"=20’
010 20
33’ x 5’-0" BOTTOMLESS CULVERT
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
FROM STA. 11+50 TO STA. 12+25 -L- RT
FROM STA. 11+25 TO STA. 12+25 -L- LT
DETAIL A
Max. d= 0.88 Ft.
Min. D= 1.0 Ft.
Type of Liner= PSRM
Ground
Natural Slope
Ditch
Front
2:
1
D Flatter2:1 or
d
( Not to Scale)
CUT DITCH
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2:
1 D
FROM STA. 12+75 TO STA. 13+50 -L- LT
Min. D= 2.0 Ft.
DETAIL C
Ground
Natural
Flatter2:1 or
Slope
Fill
SEE DETAIL A
STA. 12+25 -L- LT
STA. 11+25 TO
DITCH L001
SEE DETAIL C
STA. 13+50 -L- LT
STA. 12+75 TO
DITCH L002
SEE DETAIL A
STA. 12+25 -L- RT
STA. 11+50 TO
DITCH R001
SEE DETAIL B
STA. 13+25 -L- RT
STA. 12+75 TO
DITCH R002
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d
2:
1
FROM STA. 12+75 TO STA. 13+25 -L- RT
Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL B
Type of Liner= MATTING
Ground
Natural Flatter4:1 or
Slope
Fill
-L- STA. 10+50.00
BEGIN PROJECT
-L- STA. 13+75.00
END PROJECT
-L- STA. 12+63.33
END CULVERT
-L- STA. 12+30.69
BEGIN CULVERT
SHEET 4 OF 5
BUFFER DRAWING
ELEV = 482.77
BM1
EX
IST
ING
R
/W
EX
IST
ING
R
/W
6
0
.0
0
’
S
T
ON
Y

C
R
E
E
K
18’ PAVED ROAD
1
2
SR 1723 NEW HOPE CHURCH RD.
11+00 12+00
13+00
S
T
ON
Y

C
R
E
E
K
18’ PAVED ROAD
2
S
T
O
N
Y

C
R
E
E
K
18’ PAVED ROAD
2
NAD 83
NAD 83 NAD 83
C
C
C
C
F
F
C
C C
C
F
F
F
F
F
RO
A
D

CR
O
S
S
I
N
G
B
R
I
D
G
E
PA
R
A
L
L
E
L

IM
P
A
C
T
ZO
N
E

1

(f
t
2)
ZO
N
E

2

(f
t
2)
TO
T
A
L

(f
t
2)
ZO
N
E

1

(f
t
2)
ZO
N
E

2

(f
t
2)
TO
T
A
L

(f
t
2)ZONE 1 (ft2)ZONE 2 (ft2)
11
+
7
5

T
O

1
2
+
3
0
-
L
T
-
12
+
6
0
T
O

1
3
+
0
5
-
L
T
-
1
2
5
0
.
0
3
4
5
.
0
1
5
9
5
.
0
11
+
8
5

T
O

1
2
+
3
0
-
R
T
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12
+
7
0
T
O

1
3
+
1
0
-
R
T
-
8
6
0
.
0
3
3
5
.
0
1
1
9
5
.
0
11
+
8
9

T
O

1
2
+
1
1
-
L
T
-
11
+
9
6

T
O

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2
+
1
8
-
R
T
-
9
1
0
.
0
9
1
0
.
0
TO
T
A
L
:
30
2
0
.
0
6
8
0
.
0
3
7
0
0
.
0
0
.
0
0
.
0
0
.
0
MI
T
I
G
A
B
L
E

RO
A
D

F
I
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&

CL
E
A
R
I
N
G
BR
I
D
G
E

F
I
L
L

&

CL
E
A
R
I
N
G
IM
P
A
C
T
BU
F
F
E
R

I
M
P
A
C
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S

S
U
M
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A
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Y
TY
P
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SI
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N
O
.
ST
R
U
C
T
U
R
E

S
I
Z
E

/

TY
P
E
ST
A
T
I
O
N

(F
R
O
M
/
T
O
)
AL
L
O
W
A
B
L
E
ORANGE COUNTYBUFFER REPLACEMENT

S
H
E
E
T

5

O
F

5
PR
O
J
E
C
T
:

1
7
B
P
.
7
.
R
.
6
3

(
6
7
0
1
0
1
)
6/16/2014
N.
C
.

D
E
P
T
.

O
F

T
R
A
N
S
P
O
R
T
A
T
I
O
N
DI
V
I
S
I
O
N

O
F

H
I
G
H
W
A
Y
S
Rev. May 2006