20121151 Ver 2_401 Application_20130513

Kimley -Horn
and Associates, Inc.
May 1, 2013
Mr. Steve Kichefski
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801 -5006
Mr. Alan Johnson
NCDWQ Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
a�Qmna
MAY 3 2013
Re: Request for Permit Modification
404 NWP #3 (SAW- 2013 - 00028); 401 WQC #3883 (DWQ #12 -1151)
Storm Water Improvements at Carving Tree Lane
And Leatherwood Lane
Harrisburg, Cabarrus County, NC
Dear Mr. Kichefski and Mr. Johnson:
On behalf of our client, the Town of Harrisburg, Kimley -Horn and Associates,
Inc. (KHA) is submitting this request for permit modification from your agencies
in regards to the above referenced project and permit information authorizing the
replacement/upgrade of two undersized piped stream crossings that are in poor
physical condition. The following information is included as part of this
application submittal:
• Revised Project Summary Sheet
• Revised Section 3 of the Pre - Construction Notification Form
• Revised Project Site Figures
• Figure 4a — Carving Tree Lane JD Features and Improvements
• Figure 4b — Leatherwood Lane JD Features and Improvements
• Revised Drawings for the TOWN OF HARRISBURG Culvert
Improvements
In addition to the 75 linear feet of previously authorized permanent impacts, an
additional 26 linear feet of permanent impacts are necessary to place rip -rap at
pipe inlets to stabilize the channel bed and banks and prevent degradation and
instability of the pipe headwalls. The additional rip -rap will be placed to the
minimum extent necessary to reduce discharge velocity and meet non - erosive
design criteria.
■
TEL [phone]
FAX [phone]
■
Suite 440
2000 South Boulevard
Charlotte, North Carolina
28203

Kirnley -Horn
and Associates, Inc.
Previously authorized temporary impacts will be reduced by 26 linear feet with
the addition of the new permanent impacts. The modified design will result in
permanent impacts to 101 linear feet of a perennial RPW and 101 linear feet of
temporary impacts to install impervious dikes, a pump - around to allow work "in
the dry", and temporary shoulder berms for maintaining neighborhood
access /traffic control.
Please feel free to contact me at (704) 409 -1802 if you have any questions, or if
additional information is necessary.
Sincerely,
KIMLEY -HORN AND ASSOCIATES, INC.
;0 .. ....... ..
Chris Tinklenberg, WPIT
Environmental Analyst
Attachments
Cc: Ms. Karen Higgins
NC DWQ, Wetlands, Buffers,
Stormwater Compliance and Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
Derek Slocum, Town Engineer
Town of Harrisburg, NC
4100 Main Street, Suite 100
Harrisburg, NC 28075

Project Summary Sheet
Project Name: Storm Water Improvements at Carving Tree Drive and Leatherwood Lane
Applicant Name and Address: Derek Slocum
Town of Harrisburg, NC
4100 Main Street. Suite 100
Harrisburg, NC 28075
Telephone Number: 704 -455 -0728
Type of Request: ® Nationwide PCN (NWP # 3) ❑ Indivic
® Jurisdictional Determination ❑ Other:
Included Attachments: ® Project Plans ® USGS Map
❑ Agent Authorization ® Delineation Sketch
❑ Data Forms (Up & Wet) ® NCDWQ Stream Forms
❑ NCEEP Confirmation ® Aerial Photo
❑ Agency Correspondence ❑ Other:
lual Permit Application
® NRCS Soil Survey
❑ Delineation Survey
® USACE Stream Forms
® Site Photos
❑ Other:
Check if applicable: ❑ CAMA County ❑ Trout County ❑ Isolated Waters
❑ Section 7, ESA ❑ Section 106, NHPA ❑ EFH
❑ Mitigation Proposed (❑ NC EEP ❑ On -Site ❑ Off -Site ❑ Other)
County: Cabarrus Nearest City/Town: Harrisburg
Waterway: UT to Mallard Creek
H.U.C.:03040105
Property Size (acres): 1.0
Site Coordinates (in decimal degrees): 35.33113 °N
River Basin: Yadkin: NCDWO 03 -07 -11
USGS Quad Name: Harrisburg
Approx. Size of Jurisdiction on Site (acres): 0.045
- 80.66848 ° W
Project Location: The project areas are located near the intersections of Leatherwood Lane and Boulder Creek lane and
Carving Tree Lane and Boulder Creek Lane in the town of Harrisburg, Cabarrus County. North Carolina.
Site Description: The watershed is predominately residential developments and undeveloped forested land Roughly 25%
of the watershed is occupied by impervious streets open land /agricultural land, and open waters
Impact Summary (if applicable): The project will result in 101 linear feet of permanent impacts to an Unnamed Tributary
to Mallard Creek and requires 101 linear feet of temporary impacts to to install measures to allow work "in the dry"
NWP
#
Open Water
(acres)
Wetland
(acres)
Stream Channel
Intermittent and/or Unimportant
Aquatic Function
Perennial and/or Important
Aquatic Function
Temp.
Perm.
Temp.
Perm.
Tem
Perm.
Tem .
Perm.
If
ac
If
ac
if
ac
if
Ac
3
101
0.02
101
0.02
Total
Total Permanent Impact to Waters of the U.S. (acres)
0.02
Kimley -Horn
■
2000 South Boulevard Ste 440
Charlotte, North Carolina
28203
MAY 3 2013
D NR - WATER UALITY
: (704) 409 -1802
■
TEL [phone]
FAX [phone]

2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 - Impact 1
(Carving Tree Dr.)
Installation of new
and additional
UT to Mallard
® PER
® Corps
8
28
® P [:1 T
Rip -Rap
Creek
[:1 INT
DWQ
S1 — Impact 2
(Carving Tree Dr.)
Installation of
Impervious Dike &
UT to Mallard
® PER
® Corps
8
32
❑ P ® T
Temp. Shoulder
Creek
❑ INT
® DWQ
Berm
S1 — Impact 3
(Carving Tree Dr.)
Installation of
Impervious Dike &
UT to Mallard
® PER
® Corps
8
7
❑ P ® T
Temp. Shoulder
Creek
❑ INT
® DWQ
Berm
S1 — Impact 4
(Leatherwood Ln.)
Installation
of Rip -Rap
UT to Mallard
® PER
® Corps
g
13
® P ❑ T
Channel /Head-
Creek
❑ INT
® DWQ
Wall Stabilization
S1 — Impact 5
(Leatherwood Ln.)
Installation of new
and additional
UT to Mallard
PER
Corps
8
47
® P ❑ T
Rip -Rap
Creek
❑ INT
® DWQ
S1 — Impact 6
(Leatherwood Ln.)
Installation of
Impervious Dike &
UT to Mallard
® PER
® Corps
g
56
❑ P ® T
Temp. Shoulder
Creek
❑ INT
® DWQ
Berm
S1 — Impact 7
(Leatherwood Ln.)
Installation of
Impervious Dike &
UT to Mallard
® PER
® Corps
8
6
❑ P ® T
Temp. Shoulder
Creek
❑ INT
® DWQ
Berm
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

S1 — Impact 8
Installation
of Rip -Rap
UT to Mallard
® PER
® Corps
(Leatherwood Ln.)
® P ❑ T
Channel /Head-
Creek
❑ INT
® DWQ
8
13
Wall Stabilization
3h. Total stream and tributary impacts
202
3i. Comments:
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ❑P ❑T
02 ❑P [IT
03 ❑P ❑T
04 ❑P [IT
4E Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

DRAWINGS FOR THE
TOWN OF HARRISBURG
STATE OF NORTH CAROLINA
SURVEY PREPARED BY.
JAMES T. WEST, P.L.S.
HARRISBURG SURVEYING
DATED: 10/03/2012
VTY
CULVERT IMPROVEMENTS:
CARVING TREE LANE AND LEATHERWOOD LANE
CABARRUS COUNTY, NORTH CAROLINA
MME I— A — A
VICINITY MAP
HARRISBURG, NC
NOT TO SCALE
PREPARED FOR
TOWN OF HARRISBURG
4100 MAIN STREET, SUITE 100
HARRISBURG, NC 28075
ATTN• DEREK SLOCUM, TOWN ENGINEER
INDEX OF SHEETS
Number
Title
1
�NERSHEET
�ENERAL NOTES
NG TREE LANE CULVERT IMPROVEMENTS
THERWOOD LANE CULVERT IMPROVEMENTS
LVERT DETAILS
ETAILS
IC CONTROL NOTES
NG TREE LANE TRAFFIC CONTROL.
TNERWOOD LANE TRAFFIC CONTROL
10
ION CONTROL NOTES
11
0SION CONTROL DETAILS
12
OSION CONTROL DETAILS
13
ION CONTROL DETAILS
14
OSION CONTROL DETAILS
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GENERAL NOTES
DRIVEWAYS:
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION
JOINT MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY
o CONCRETE - SIX INCH PORTLAND CEMENT CONCRETE (3600 PSI)
e ASPHALT - (COMMERCIAL) TWO INCH SF95A COURSE AND FOUR INCH 11908
INTERMEDIATE COURSE
(RESIDENTAL) TWO INCH SF9 5A COURSE AND FOUR INCH AGGREGATE
BASE (ABC) COURSE
o GRAVEL - SIX INCHES /57 STONE
DRAINAGE STRUCTURES:
GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE AS DIRECTED BY THE
ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS.
OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION
BOXES, AND THE MIDPOINT OF THE UP FOR CATCH BASINS ALL PIPES SHALL BE RCP CLASS
III, UNLESS OTHERVASE NOTED
WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES. A MINIMUM OF 1
WEEPHOLE PER STRUCTURE WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1/3 OF
STRUCTURE AND COVERED ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER
FABRIC AND FILLED W/(78 STONE THERE WALL BE NO SEPARATE PAYMENT FOR THIS WORK.
SUBSURFACE PLANS:
NONE AVAILABLE CONTRACTOR TO PERFORM SUBSURFACE INVESTIGATIONS
UTILITIES:
UTUTIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY THE TOWN AND ENGINEER WALL NOT
BE HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS. OR FOR
COMPLETENESS OF UTILITY INFORMATION
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH ALL U71UTY OWNERS WHOSE
FACILITIES WILL BE AFFECTED AND THE CONSTRUCTION INSPECTOR TO DETERMINE UTILITY LOCATIONS
THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR
THOSE OF HIS AGENTS THE CONTRACTOR SHALL HOLD THE TOWN HARMLESS FOR ANY THIRD -PARTY
INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS AGENTS ANY DAMAGES
INCURRED SHALL BE THE CONTRACTOR'S FINANCIAL RESPONSIBIUTY
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
NG GAS AND WATER VALVES THIN PROXIMITY OF ALL
WORK AREAS SO SAID FACIUTIES CAN BE SHUT -OFF IN AN EMERGENCY
AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER UTILITIES
ONLY ALL OTHER ADJUSTMENTS/RELOCATIONS ARE TO BE PERFORMED BY THE SERVICE PROVIDER(S)
THE CONTRACTOR SHALL COORDINATE ANY RELOCATION WOK WITH SERVICE PROVIDER(S) SO AS NOT
TO ADVERSELY AFFECT THE PROJECT SCHEDULE THE TOWN WILL NOT BE HELD RESPONSIBLE FOR
ANY DELAY OR DISRUPTIONS IN THE CONSTRUCTON SCHEDULE DIME TO THE RELOCATION WORK
PERFORMED BY THE SERVICE PROVIDER(S)
o FOR LOCATIONS OF EXISTING UTIUTIES CONTACT NORTH CAROLINA ONE -CALL O 1 -800 -632 -4949
o FOR LOCATION OF UTILITIES WHOSE SERVICE PROVIDER IS NOT A MEMBER OF NORTH CAROLINA
ONE -CALL CONTACT THE SERVICE PROVIDERS PROJECT MANAGER
WATER AND SEWER,
• THE CONTRACTOR SHALL ADJUST ALL WATER VALVE BOXES, WATER METER BOXES, WATER VAULTS,
AND SANITARY SEWER MANHOLES AND CLEANOUTS TO MATCH THE ADJACENT FINISHED GRADE($).
WATER METERS LOCATED ENTIRELY WITHIN SIDEWALKS OR CONCRETE DRIVEWAYS SHALL BE INSTALLED
WITHIN CONCRETE BOXES AND ADJUSTED TO MATCH THE ADJACENT FINISHED GRADE(S) WATER
METERS LYING PARTIALLY INSIDE TIKE SIDEWALK OR DRIVEWAY UNITS ARE TO BE RELOCATED TO THE
RIGHT -OF -WAY LINE (OUTSIDE THE PAVEMENT LIMITS)
• EXISTING WATER AND SEWER SERVICE IS OWNED AND MAINTAINED THE TOWN OF HARRISBURG PUBLIC
WORKS DEPARTMENT THE CONTRACTOR IS TO NOTIFY THE TOWN 48 HOURS PRIOR TO BEGINNING
WORK AT THE FOLLOWING NUMBER
DEREK SLOCUM
TOWN ENGINEER
704 - 455 -0728
• THE CONTRACTOR SHALL CONDUCT OPERATIONS SO AS TO MAINTAIN EXISTING SANITARY SEWER AND
WATER SERVICE AT ALL TIMES PLANNED INTERRUPTIONS IN SERVICE IS TO BE COORDINATED WITH
AFFECTED RESIDENTS.
• SHOULD ANY SANITARY SEWER FORCE MAINS BE ENCOUNTERED DURING THE CONSTRUCTION. THE
CONTRACTOR SHALL STOP EXCAVATION IN THE AREA AND IMMEDIATELY NOTIFY THE TOWN ENGINEER
NATURAL GAS COMPANY.
PSNC ENERGY
WILBUR NORRIS
BOOA CASTON RD
GASTONIA, INC 28056
704-723 -4314 (0)
704 -291 -0599 (M)
POWER COMPANY,
DUKE ENERGY
KEITH BEAVER
704 -788 -4959 (0)
704 - 574-0390 (M)
TELEPHONE COMPANY.
WINDSTREAM CONCORD TELEPHONE, INC.
JIM FOLEY
187 BUFFALO AVE.
CONCORD, NC 28025
704 - 722 -2822
CAALE TELEVISION COMPANY.
TIME WARNER CABLE
MICHAEL CONNELL
909 KANSAS ST
KANNAPOUS. NC 28083
704 -938 -6916
EXISTING SANITARY SEWER AND WATER LINE.
THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER
LINES SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE SHALL
IMMEDIATELY REPLACE THE LINE AT HIS EXPENSE WITH DUCTILE IRON PIPE THE CONTRACTOR
SHALL REPLACE SANITARY SEWER AND /OR WATER LINE, WITH A MINIMUM NINE FOOT SECTION
OF DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN TWO FEET OF SAID LINES.
VERTICALLY OR HORIZONTALLY, OR AS INDICATED ON THE PLANS
GENERAL NOTES
MAIL BOXES:
THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107 -12 OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES COORDINATE THIS WORK MATH
THE US POSTAL SERVICE
FENCES-
THE CONTRACTOR SHALL REMOVE, REPLACE OR RESET FENCES AS NOTED ON THE PLANS
AND /OR AS DIRECTED BY THE ENGINEER
TREES, SHRUBS, AND HEDGES:
THE CONTRACTOR SHALL REMOVE TREES, SHRUBS, AND HEDGES WITHIN THE UNITS OF DISTURBANCE
UNLESS SHOWN ON THE PLANS TO BE PROTECTED AND THOSE THAT FALL WITHIN THE TREE PROTECTION
BARRIERS.
THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWN PRIOR TO REMOVING ANY TREES
IN ADDITION, ALL TREES LOCATED WITHIN THE UNITS OF DISTURBANCE THAT ARE TO REMAIN
AFTER CONSTRUCTION SHALL BE INSPECTED BY THE TOWN TO VERIFY THEY ARE SUITABLE TO
REMAIN
FOLLOWING CONSTRUCTION STAKING AND PRIOR TO ANY CLEARING, THE PROJECT TEAM
(CONTRACTOR, TOWN ENGINEER AND CONSULTANT, IF APPLICABLE) WILL HOLD AN ON -SITE
MEETING TO ENSURE THE UNITS OF DISTURBANCE AND THAT TREES PROPOSED FOR PROTECTION
ARE CLEARLY IDENTIFIED THE TEAM WILL WALK THE PROJECT AREA AND AGREE ON THE TREES
TO BE PROTECTED AND THOSE TO REMOVE. DISCUSS PROPOSED CONSTRUCTION ACTIVITIES. AND
IDENTIFY ANY ADDITIONAL TREES TO PROTECT THAT WERE NOT ORIGINALLY MARKED AS SUCH
THE CONTRACTOR WILL BE GIVEN APPROVAL FOR TREE REMOVAL IN WRITING. AFTER
APPROPRIATE TREE PROTECTION HAS BEEN INSTALLED AND BEFORE ANY CLEARING OR REMOVAL
CAN BEGIN
THE CONTRACTOR ASSUMES RESPONSIBILITY FOR 'IN -KIND' REPLACEMENT OF TREES DAMAGED
THAT HAVE BEEN MARKED FOR PROTECTION OR NOT MARKED FOR REMOVAL
SIDE SLOPES:
UNITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS, AND STANDARD
DRAWINGS THE MAXIMUM SLOPE SHALL NOT EXCEED A 3 1 (HORIZONTAL TO VERTICAL)
UNLESS DESIGNATED BY THE ENGINEER A CUT SLOPE OF 2 1 MAXIMUM WILL BE USED ONLY
AS SHOWN IN THE PLANS OR AS DIRECTED BY THE ENGINEER
CONSTRUCTION LIMITS:
THE RIGHT OF WAY SHOULD BE CONSIDERED THE CONSTRUCTION LIMITS FOR STORM DRAINAGE
IMPROVEMENTS, WHEN IMPROVEMENTS ARE SHOWN OUTSIDE THE RIGHT OF WAY, THE
APPLICABLE STORM DRAINAGE EASEMENT (SDE) OR TEMPORARY CONSTRUCTION EASEMENT
(ICE) SHOULD BE CONSIDERED THE CONSTRUCTION LIMITS
EROSION CONTROL:
SEE EROSION CONTROL NOTES
SA WCU TS:
THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND /OR CONCRETE SURFACES PRIOR
TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER SAW CUT WIDTH SHALL BE
1 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT SAW CUT PAVEMENT SHALL BE
REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIE -IN TO FACE OF
PROPOSED CURB AND GUTTER
TRAFFIC CONTROL:
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE TRAFFIC CONTROL PLANS
RIPRAP:
CONSTRUCTION MAY REUSE EXISTING RIP RAP AS IT MEETS THE SPECIFICATIONS NOTED ON THE PLANS
AND /OR AS DIRECTED BY THE ENGINEER
STORM DRAINAGE NOTES
ALL STORM DRAINAGE PIPE WITHIN PUBLIC ROAD RIGHT -OF -WAYS TO BE CLASS III REINFORCED
CONCRETE PIPE PER NCDOT STANDARDS, UNLESS OTHERWISE NOTED
FLARED END SECTION INVERTS ARE SET AT OR SLIGHTLY BELOW EXISTING GRADE VERIFY
ELEVATIONS IN FIELD PRIOR TO CONSTRUCTING PIPE SYSTEMS
A MINIMUM GRADE OF 0 SOX SHALL BE MAINTAINED ON ALL PIPES
PIPE LENGTHS INDICATED ON PLANS ARE FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE AND ARE APPROXIMATE ONLY
SUBSURFACE DRAINAGE FACJU71ES MAY BE REQUIRED IN THE STREET RIGHT -OF -WAY IF DEEMED
NECESSARY BY THE INSPECTOR
DESIGN:
ANY CHANGES TO THE DESIGN MUST BE APPROVED BY OFFICIAL MEANS BY THE ENGINEER AND
OWNER PRIOR TO WORK THE CONTRACTOR WILL BE HELD LIABLE FOR ANY CHANGES MADE TO
THE DESIGN WITHOUT APPROVAL
ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES
ALL COUNTOURS ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE
CONTRACTOR PRIOR TO GROUND BREAKING
ABBREVIATIONS
SURVEY LEGEND
ABAND
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MIN
MINIMUM
Bench Mark
QO to B
AC
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MAX
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INCH
STANDARDS
THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE
TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS
NCDOT STANDARDS SHALL BE USED
1214101611%
20002 .METHOD OF CLEARING - METHOD II
30001 . METHOD OF PIPE INSTALLATION
31010 DRIVEWAY PIPE CONSTRUCTION
84015 .. ..BRICI( DROP INLET - 12' THRU 30' PIPE
84016 ..DROP INLET FRAME AND GRATE
84072 ..... PIPE COLLAR
86601 CHAIN LINK FENCE - 4', 5' AND 6' HIGH FENCE
87602 GUIDE FOR RIP RAP AT PIPE OUTFALLS
87604 . DRAINAGE DITCHES WITH CLASS 'B' RIP RAP
110101 DETAIL DRAWING FOR TWO -WAY UNDIVIDED WORK ZONE WARNING SIGNS
110102 .. .. .TEMPORARY LANE CLOSURES (2 -LANE. 2 -WAY ROADWAY. 1 LANE CLOSED)
163006 . ..SPECIAL STILLING BASIN
PROPOSED RKMOVENDOM LEGEND
NgPBEID, DI
Q PROP*® PPE
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-- urTB aP RNUlaOeawr
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PROPOB®NPJIDYEN.L
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PROPOSED EROSION CONTROL LEGEND
SILT PEACE
L1117B CIP 0@REBANCB
RIP RAP
OEKATBMD DEMICE
® EIPECLIL STILM BASIN
1111911SN"M cm
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DATE: 03W/13
PROJECTR M
C-02

LINE TABLE
LINE
LENGTH
BEARING
L5
49 32
S71 -02'22 48 -W
L6
2547
S71'00'18 25 -W
L7
4404
S70'37'27 61'W
L8
2490
S70'43'4383'W
L9
627
S70-43.43 83 -W
1
n
m
N/F
PROPOSED
MK HARMON ET U%
1 DS 9323 PG 286
INSTALL LF OF 8'
RI
/ IM
PIN# RVI 29 3027
5513 CARVING TREE LN
TA
DIP SANITARY SEWER,
MATCH EXIST INVERTS
N'
1 1
+ o
a
S1 - IMPACT 2
HW -1
32LF (TEMPORARY)
_ RCBC -1
\ `
1 ® -
1.19 55
\\
to U)L
E
OFF x 4517
°i
1- 'y' NAR 286
576
1
g 9;2 7 Zg
\ \,
CARN TREE ��
\
RIPARIAN AREA.
APPLY RIPARIAN SEED
MI %, MULCH, AND
INSTALL COIR FIBER
�•.
ul
® MAT AND LIVE
STAKES PER DETAILS
`
N/F 1&2. SHEET C -12_ /
JLI CAUDLE ET UX 9 aREC
1 OB 8391 PG 79
-
PyC
PIN# 5507 29 4123
1 5509 CARVING TREE LN
CONTRACTOR TO DIVERT 'CLEAN' WATER
--
E \\
ej
C -tJ AROUND WORK AREA AND DISCHARGE INTO
'CLEAN
780
WATER' IN ANON- EROSIVE MANNER
N
Sl I PCT 3LF PE
/ V3nko Oil
► I
MANHOLE 1572j7 OUT
- -
I I
I
III
I �
I 1
\ I11
\ _ 1
M A 4 1 ( RMANENT)
45 SY (45 TN) 2' -24' WELL GRADED STONE MIX. STA 0.11202
PLUNGE POOL AND TYPE 2 FILTER FABRIC OFT 43141.T
1 INV IN = 56825 PROPOSED MH
RIM -57380 \
PROPOSED 15 LF OF 18' RCP O 11.0% INV IN -571 65 1
1 \
REMOVE 19 LF OF 18' CMP INV OUT -5684
MAINTAIN EXISTING 18' CMP AND INSTALL 1 1
38 LF OF 18' RCP WITH PIPE COLLAR 1 11 1
C-2 REPLACE 53 SY CONCRETE DRIVEWAY 1
EXISTING UNDERGROUND TELEPHONE T
-- CONTRACTOR TO VERIFY HORIZONTAL /VERTICAL
N/F
AND COORDINATE RELOCATION
DD DEUTSCH ET UX (BY OTHERS) IF REQUIRED
1 DB 7433 PG 311 BEGIN L -i (CENTERUNE OF
PIN# 5507 29 5137 CARVING TREE LANE)
1 5505 CARVING TREE LN
^i LIMITS OF DISTURBANCE (TYP)
LIMITS OF
MILL/OVERLAY (TYP) 1
SAWCUT LIMITS N/F -
i
w \
1 T //
\ \ x
GL SEIFERT ET UX '
DB 539 PG 32
PIN# 5507 29 2362 -
\ 5512 CARVING TREE LN p
\\ N/F
i \ SOUTHGATE MASONARY k LUMBER
DB 820 PG 445
\ GRADE SWALE PER TYPICAL PIN# 5507 29 3365
SECTION THIS SHEET 5508 CARVING TREE LN GRAPHIC SCALE IN FEET
\ \ \
o _ 1 0 10 20 40
�
IS \ CI 41 SY (20 TN) CLASS B RIP RAP AND
OFF 1+00.' \ TYPE 2 FILTER FABRIC 1 N/F
80 SY (75 TN) 2' -24' WELL GRADED STONE MIX, 1g MATTHEW DICKEY
PLUNGE POOL AND TYPE 2 FILTER FABRIC c -t4 DB 1590 PG 59
_ PIN# 5507 19 8897
_ S1 - IMPACT 1 5511 LEATHERWOOD LN
28LF (PERMANENT)
S1 - IMPACT 3
7LF (TEMPORARY)
SPECIAL STILLING BASIN e 1
C -1]
IMPERVIOUS DIKE (TYP) 1
6T 41 990x7 NEVI 0199
MAtM5g0 P9 Be.
HW -2 _ _ �°Nf�'"pO�
► TREE PROTECTION (TYP) 0611 It /T ARY s LUMBER 55 \\
�P� T1IGADO 820 P29 4317
SS S4v PICPRVI 11yEE 1P1 1
Y6&71
RI -
INV 561 IN
S INV 561 76 OUT
a5 - - SS VOL Ssso
REPLACE EXISTING 2' WATER MAIN WITH 38 LF OF 2' SCHEDULE 80 a PER M
PVC WATER MAIN ISOLATE EXISTING WATER MAIN WITH EXISTING VALVE C-09
ON NORTHWEST CORNER OF CARVING TREE LANE/BOULDER CREEK
LANE INTERSECTION INSTALL 2' TEMPORARY BYPASS TO SERVE 11
METERS TO THE WEST IN ACCORDANCE WITH SECTION 33 04 30
SILT FENCE (TYP) 2
c -n 1
m.aaa RE TO BENCHMARK #5 REBAR LOCATED
N 579324 00 1
E 1502584 28
ELEV =584 91
n
m
PROPOSED
PROPOSED
ADE
+
+O
+ o
a
Ir
576
576
2.
°i
576
ul
XISTING GRADE
XISTING GRADE
11,2z
\
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\ $
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\
572 572
1
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1
=
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572
11
31
0
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~
572
1
P
KIP R' SANITARY
I
572
1
1
acv
nn
1
1
1 5' CqEARANCE
(MIN)
1
\
EIDST TEU3
HONE
ZE AND
DEPTH UNKNOMI
AND DEPTN LINP
NUMN
S SANITARY
/
\
LF
1
568
1 5
ARANCE (MIN)
Extsr 2'
TER
EXIST TELEP
568
�
1
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SI
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OW
AND
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/
1
1
DM Y MATER
1
588
I
TE DEPTH
I
568
1
1
564 1
Ic O J
584
eax
1
2—t
580
1
1
,_PROPOSED
GRADE
564
S60
RIP RAP A
RON
1
384
558 1
s.
558
560
f6l
S80
RAP APRON
D PLUNGE P
L
358
556
n
r1
m
^
N
�
LIMITS OF
MILL/OVERLAY (TYP) 1
SAWCUT LIMITS N/F -
i
w \
1 T //
\ \ x
GL SEIFERT ET UX '
DB 539 PG 32
PIN# 5507 29 2362 -
\ 5512 CARVING TREE LN p
\\ N/F
i \ SOUTHGATE MASONARY k LUMBER
DB 820 PG 445
\ GRADE SWALE PER TYPICAL PIN# 5507 29 3365
SECTION THIS SHEET 5508 CARVING TREE LN GRAPHIC SCALE IN FEET
\ \ \
o _ 1 0 10 20 40
�
IS \ CI 41 SY (20 TN) CLASS B RIP RAP AND
OFF 1+00.' \ TYPE 2 FILTER FABRIC 1 N/F
80 SY (75 TN) 2' -24' WELL GRADED STONE MIX, 1g MATTHEW DICKEY
PLUNGE POOL AND TYPE 2 FILTER FABRIC c -t4 DB 1590 PG 59
_ PIN# 5507 19 8897
_ S1 - IMPACT 1 5511 LEATHERWOOD LN
28LF (PERMANENT)
S1 - IMPACT 3
7LF (TEMPORARY)
SPECIAL STILLING BASIN e 1
C -1]
IMPERVIOUS DIKE (TYP) 1
6T 41 990x7 NEVI 0199
MAtM5g0 P9 Be.
HW -2 _ _ �°Nf�'"pO�
► TREE PROTECTION (TYP) 0611 It /T ARY s LUMBER 55 \\
�P� T1IGADO 820 P29 4317
SS S4v PICPRVI 11yEE 1P1 1
Y6&71
RI -
INV 561 IN
S INV 561 76 OUT
a5 - - SS VOL Ssso
REPLACE EXISTING 2' WATER MAIN WITH 38 LF OF 2' SCHEDULE 80 a PER M
PVC WATER MAIN ISOLATE EXISTING WATER MAIN WITH EXISTING VALVE C-09
ON NORTHWEST CORNER OF CARVING TREE LANE/BOULDER CREEK
LANE INTERSECTION INSTALL 2' TEMPORARY BYPASS TO SERVE 11
METERS TO THE WEST IN ACCORDANCE WITH SECTION 33 04 30
SILT FENCE (TYP) 2
c -n 1
m.aaa RE TO BENCHMARK #5 REBAR LOCATED
N 579324 00 1
E 1502584 28
ELEV =584 91
1+00 1 +75 D+00
RCBC #1 PROFILE
1+00
RCBC #2 PROFILE
1+75
MATCH TO
EXISTING GRADE MATCH TO
_ EXISTING GRADE
TYPICAL SECTION
SHEET C-04
KEY MAP
\\01A MUST Op.,�,
\31 \LITY pSk"
l
O
W � 2
Z7 �
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1 -BOD -6 49
n
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+
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576
°'^a
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576
XISTING GRADE
\
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\ $
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572 572
/
1
=
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572
1
\
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KIP R' SANITARY
I
1
acv
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1
1
1 5' CqEARANCE
(MIN)
EIDST TEU3
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NUMN
LF
1
568
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TER
568
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1
564 1
584
T.
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580
S60
RIP RAP A
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558 1
558
1+00 1 +75 D+00
RCBC #1 PROFILE
1+00
RCBC #2 PROFILE
1+75
MATCH TO
EXISTING GRADE MATCH TO
_ EXISTING GRADE
TYPICAL SECTION
SHEET C-04
KEY MAP
\\01A MUST Op.,�,
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HORIZONTAL RTICAL LOCATION AND COORDINATE
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AF
N
N
- =S WTMPI OB 820 P, LUMBER MATTHEW DICKEY
_ =i 5507 445 DS 1590 LEATHERWOOD 59 STA 0+9
CARVNG � 43 7 5 PIN 5507 19 8897 OFT 3T4
SS \_I RIPARIAN AREA APPLY /
RIPARIAN SEED MIX,
MULCH, AND INSTALL �
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STAKES PER DETAILS
SS L 1&2, SHEET C -12
S7 - IMPACT 6-."'i
56LF (TEMPORARY) S
EX ,
LINE
'
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L1
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3189
568
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57892.36 63 -W
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5 400
5504 CARVING TREE LN
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51 - IMPACT 8 1 (PERMANENT)
S7 - IMPACT 6-."'i
56LF (TEMPORARY) S
EX ,
LINE
'
AINgG
L1
/
PER Me 18 P
)i
3189
568
c-14
�I
.J
N
HOWARD KLINGENSMITH / CONTRACTOR TO DIVERT 'CLEAN' WATER
- -
DS 5524 PG AROUND WORK AREA AND DISCHARGE INTO
0
CLEAN" c -13 - WATER IN A NON- EROSIVE MANNER
57892.36 63 -W
PIN/ 5507 29 5
5 400
5504 CARVING TREE LN
- - -- j
51 - IMPACT 8 1 (PERMANENT)
ST&0.8437
ZA 45 SY (45 TN) 2' -2 'WELL GRADED
OFF 28.87T�T ,
c -14 STONE MIX AND TYPE FILTER FABRIC
$
08 1590 PG 59
+�
� LIMITS OF
DISTURBANCE (TYP)
y
/ <i
HW
m
-3
RCE
5510 ALL 4 LF O W
INSTALL 42 LF OF 8' RJ DUCTILE IRON, PC -350 INSIDE
OF 16' STEEL CASING PENETRATING THRU HW -4
O �ti�
yo+m
P
EXISTING UNDERGROUND TELEPHONE CONTRACTOR TO VERIFY HORIZONTAL/VERTICAL
41)? 42 -W
1.3098� -���
LOCATION AND COORDINATE RELOCATION (BY OTHERS) IF REQUIRED
-
ftlftaM
E
_ OtEOC
BEGIN L -2 (CENTERUNE OF ;
LEATHERWOOD LANE) i6
j�
TIE TO BENCHMARK miR
#4 RE BAR LOCATED
N 579736.02
E 1502667 42
ELEV =579 86
I+UU
RCBC #3 PROFILE
1 +75
I
31
44 1
N
- -af-:: -
EXISTING UNDERGR ND CAN CONTRACTOR
TO VERIFY HOR12 TAL/VERTICAL LOCATION
AND IF RELOCATION (BY OTHERS)
IF REQUIRED
LIMITS OF
MILL/O LAY (TYP)
SA 5 LIMITS
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F/
/ 1
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T ¢'P /�\ 51 - IMPACT 5
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S1 - IMPACT 7
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LINE
'
N
L1
N
b
n
I
L2
3189
568
c-14
�I
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STONE MIX AND TYPE 2 FILTER FABRIC
L4
`
57892.36 63 -W
568
N
TOWN OF HARRISBURG
Q
$
08 1590 PG 59
+�
PIN/ 5507 19 8897
Yti
5510 ALL 4 LF O W
INSTALL 42 LF OF 8' RJ DUCTILE IRON, PC -350 INSIDE
OF 16' STEEL CASING PENETRATING THRU HW -4
yo+m
P
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4' 1101
M
E
m5"'A'"
j�
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ADE
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564
0 5' CLEARAN
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584
I
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TH
560
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560
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0 SOX
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1+44
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556
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556
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552
PROP lY
SANITARY SLIER
0055&49
550 1
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RAP APRON
830
m
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N
I+UU
RCBC #3 PROFILE
1 +75
I
31
44 1
N
- -af-:: -
EXISTING UNDERGR ND CAN CONTRACTOR
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AND IF RELOCATION (BY OTHERS)
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LIMITS OF
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3189
0 6401 80 SY (75 TN) 2 - -24' WELL GRADED
c-14
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L4
`
57892.36 63 -W
N
TOWN OF HARRISBURG
08 1590 PG 59
PIN/ 5507 19 8897
Yti
5510 ALL 4 LF O W
INSTALL 42 LF OF 8' RJ DUCTILE IRON, PC -350 INSIDE
OF 16' STEEL CASING PENETRATING THRU HW -4
1„Ty 1 I 1\ REPLACE EXISTING
ILE IRON. WATER MAIN WITH MAIN
e
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( 1 1 \ INSTALL 6' TEMPORARY BYPASS TO SERVE 50
% METERS TO THE WEST IN ACCORDANCE WITH
SECTION 33 04 30
LIMITS OF DISTURBANCE (TYP) _ _
N
ME 0PG2
DB 850 PG 25
PIN# 5507 29 5705
5500 LEATHERWOOD LN
-4
GRAPHIC SCALE IN FEET
0 10 20 40
LINE TABLE
LINE
LENGTH
BEARING
L1
4993
S75.58'20 58'WJ
L2
3189
57547'04 67'W
L3
44 36
S76'28130 05.W
L4
2429
57892.36 63 -W
U+UU
1 +00
RCBC #4 PROFILE
1+75
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DATE MWI13
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CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
DELTA
TANGENT
Cl
172 81'
34 26'
1 S89'07'20 -W
34 20'
1 1121'34'
1 17 19'
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C -07
GENERAL NOTES
PROJECT' NOTES
A)
THE CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL TRAFFIC CONTROL
DEVICES, SIGNS. BARRICADES, WARNING AND /OR CHANNEUZING DEVICES FOR WORK SITES AND DETOUR ROUTES
1)
TRAFFIC CONTROL DEVICES SHALL BE LOCATED NO CLOSER THAN 5 FT TO A TRENCH
14) FLAGGER(S) AND FLAGGER AHEAD SYMBOL SIGN(S) (W20 -7) MAY BE REQUIRED TO DIRECT
AS SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISE SPECIFIED WITHIN THE TRAFFIC CONTROL LANES
AT EXISTING GRADE. MEASURED FROM THE SIDE FACING TRAFFIC
TRAFFIC THROUGH CONSTRUCTION ZONE DURING PAVEMENT DEMOLITION AND /OR CONSTRUCTION
THE LOCATION AND POSITIONING OF THESE BARRICADES. SIGNS, ETC SHALL BE APPROVED BY THE ENGINEER.
ACTIVITIES SEE NOTE 7
2)
PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERAL NOTES FOR THE PROJECT
8)
THE CONTRACTOR SHALL CONTACT THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
THEY ARE TO BE USED AT SPEdFIC LOCATIONS AS REQUIRED BY THE DETAILS OF THE
15) THE CONTRACTOR SHALL REMOVE ANY CONFLICTING PAVEMENT MARKINGS
TWO WEEKS PRIOR TO BEGINNING ANY WORK THAT WILL REQUIRE THE PLACEMENT OF SIGNS OR OTHER
TRAFFIC CONTROL PLANS
CONTROL TRAFFIC DEVICES CONTACT MUST BE WRITING TO THE MANAGER. TRANSPORTATION
16) THE CONTRACTOR SHALL REPLACE ANY EXISTING PAVEMENT MARKINGS WHICH HAVE BEEN
ENGINEERING DIVISION, WITH CURRENT TELEPHONE E CONTACT PRIOR TO REVISING TRAFFIC LANES WHICH REQUIRE
3)
MAXIMUM SPACING BETWEEN d1ARNEUZINC DEVICES SMALL BE SO FT IN TANGENT
OBLITERATED BY CONSTRUCTION ACTIVITIES AT THE END OF EACH DAYS OPERATIONS
SIGNAL REVISIONS. THE CONTRACTOR SHALL NOTIFY THE NCDOT IMPLEMENTATION SECTION MANAGER
A MINIMUM OF 30 CALENDAR DAYS IN ADVANCE THE TRAFFIC LANES SHALL NOT BE SHIFTED UNTIL THE REQUIRED
AREAS, 25 FT IN TAPERS AND IN RADII ON PARK ROAD AND 40 FT IN TANGENT AREAS.
17) CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF THE ROADWAY SIMULTANEOUSLY WITHIN
SIGNAL REVISION / SHIFT IS COMPLETE AND READY FOR ACTIVATION
20 FT IN TAPERS
THE SAME AREA UNLESS BEHIND GUARDRAIL OR BARRIER. SEE NOTE 13
4)
WHEN USING TYPE III BARRICADES WITH SIGN R11 -2 ATTACHED, BARRICADES SHALL BE
18) INGRESS D EGRESS SHALL BE MAINTAINED TO ALL BUSINESSES AND DWELLINGS
C)
THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WITH WELL - MAINTAINED
OF SUFFICIENT LENGTH TO CLOSE ROADWAY PER NCDOT STD 114501
AFFECTED BY THE PROJECT SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS AND BUS
SIGNS, BARRICADES. WARNING AND /OR CHANNELIZING DEVICES ON CONNECTING ROADS. ALL BARRICADES.
STOPS
SIGNS. WARNING. AND /OR CHANNELIZING DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED
5)
CONTRACTOR SHOULD BE AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR
AS REQUIRED DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER
A VERTICAL CREST OR HORIZONTAL CURVE, THE WORK AREA SHALL BE EXTENDED SO
19) ALL TRAVEL LANES SHALL REMAIN OPEN DURING PERIODS OF CONSTRUCTION INACTIVITY,
THAT LANE CLOSURE BEGINS IN ADVANCE OF THE CURVE AND MINIMUM STOPPING SIGHT
UNLESS OTHRWSE INSTRUCTED BY ENGINEER
D)
THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC ON ALL PORTIONS OF THIS PROJECT, UNLESS
DISTANCE IS MET
OTHERWISE PROVIDE PROPERTY OWNERS ACCESS
20) DURING THE HOURS OF 600 AM -9 00 AM AND 430 PM -6 30 PM MONDAY TNRU FRIDAY,
TO TH I D R PROP RTY THROUGHOUT THE PROJECT. INCLUDING GRESS AN D EGRESS BUSINESSES
6)
POLICE OFFICERS MAY BE REQUIRED TO CONTROL TRAFFIC DURING CONSTRUCTION HOURS
CONSTRUCTION OR MAINTENANCE WORK WHICH INVOLVES CLOSURE OF A TRAVEL LANE WALL
AS DIRECTED BY THE ENGINEER
NOT BE ALLOWED ON THOROUGHFARE STREETS EXCEPT FOR EMERGENCY SITUATIONS OR WITH
E
TRAFFIC CONTROL PLANS (RCP) FOR THIS PROJECT CONSIST OF SEVERAL TYPICAL DRAWINGS AND STANDARDS
APPROVAL FROM NCDOT
SHOWING TRAFFIC CONTROL DEVICES TO BE USED WHERE VARIOUS TYPES OF CONSTRUCTION ACTIVITIES ARE
OCCURRING ON THE PROJECT THESE DRAWINGS ARE FOR TYPICAL SITUATIONS AND SHOULD BE ADAPTED TO
7)
WHEN TRAFFIC PROCEEDS THROUGH OR ADJACENT TO CONSTRUCTION ACTIVITY OR A
THE ACTUAL FIELD CONDITIONS UNFORESEEN FIELD SITUATIONS, MAY PREVENT THE ADAPTION OF THE
WORK ZONE, FLAGGER(S) AND FLAGGER SYMBOL SIGNS (W20 -7) SHALL BE USED AS
CONSTRUCTION PHASING
PRESCRIBED TYPICAL DRAWING OR STANDARD EXACTLY AS SHOWN THE CONTRACTOR, AT THE DIRECTION OF
DIRECTED BY THE ENGINEER TO SLOW AND /OR STOP TRAFFIC AND DIRECT IT THROUGH
THE ENGINEER. SHALL MOVE. SUPPLEMENT, CHANGE, AND /OR REMOVE THE TRAFFIC CONTROL DEVICES
THE WORK AREA SIGN W20-7A SHALL NOT BE DISPLAYED EXCEPT WHEN FLAGGER IS
ASSOCIATED WITH THESE TYPICAL DRAWINGS AND /OR STANDARD DRAWINGS TO ENSURE THAT THE MOTORIST
PRESENT
TRAFFIC WNiROI SEQUENCE
CAN PASS THROUGH THE CONSTRUCTION AREA IN A SAFE AND EFFICIENT MANNER
8)
THE CONTRACTOR SHALL MAINTAIN A SMOOTH TRANSITION FROM EXISTING PAVEMENT TO
F)
CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL DRAWINGS OR STANDARDS BE USED IN
PROPOSED PAVING OPERATION
PRIOR TO ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL INSTALL WORK ZONE ADVANCE WARNING SIGNS
ONE AREA OF CONSTRUCTION CHANNELIZING DEVICES ASSOCIATED WITH THESE TYPICALS SHALL BE MOVED,
IN ACCORDANCE WITH THE 2012 NCDOT ROADWAY STANDARD DRAWINGS (RSD)
SUPPLEMENTED, CHANGED, OR REMOVED AS REOUIRED BY THE CONSTRUCTION PHASING OF THE PLANS THE
9)
CONTRACTOR SHALL SUPPLY AND INSTALL ALL TEMPORARY PAVEMENT MARKINGS AS
LOCATION AND POSITIONING OF THESE DEVILS SHALL BE APPROVED BY THE ENGINEER TO ENSURE THAT THE
SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER SEE NOTES 15 D 16
MOTORIST DOES NOT RECEIVE FALSE INFORMATION WHEN TWO OR MORE TYPICALS AND /OR ROADWAY
PHASE 1
STANDARD DRAWINGS OVERLAP
10)
THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN THE
G)
TEMPORARY OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS THESE ARE NORMALLY
CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN
WHILE MAINTAINING AT LEAST ONE THROUGH LANE IN EACH DIRECTION, THE CONTRACTOR SHALL.
USED FOR SHORT -TERM OPERATIONS TO WARN AND GUIDE TRAFFIC THRDUGH OR AROUND CONSTRUCTION
SEQUENCE WHEN A CONSTRUCTION PHASE IS DIVIDED INTO STEPS, THE CONTRACTOR
SHALL COMPLETE THE REWIREMRTS OF EACH STEP IN SEQUENCE (EXAMPLE THE
STEP 1 PLACE ADVANCE WARNING SIGNS ACCORDING TO NCDOT RSD 1101 01
AREAS WITHIN A CONSTRUCTION ZONE OPERATIONAL SIGNS SHALL BE INSTALLED PRIOR TO THE START OF
DIRECTED IN
PROPER DPOSITION
REOUIREMENTS OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO PHASE U.
STEP 2 USING NCDOT RSD. 110102, INSTALL TEMPORARY TRAFFIC CONTROL DEVICES ALONG WESTBOUND
AND KEPT CLEAN AND LEGIBLE AT ALL TIN SE INSTTALLESAND BAG ALLAST.MOAIRNOTM�
THE REQUIREMENTS OF STEP 1 OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING
CARVING TREE LANE (DOWNSTREAM SIDE OF CULVERT CONSTRUCTION) ACCORDING TO SHEET C -10
APPROVED DEVICES TO PREVENT MOVEMENT OF SIGNS BY WIND OR PASSING VEHICLES AS NEEDED, SIGNS
TO STEP 2 E PHASE 1) ALL WORK DESCRIBED IN THE PROJECT PHASING SHALL BE
MAINTAIN TWO -WAY TRAFFIC AT ALL TIMES, USING FLAGGER CONTROL ( NCDOT RSD. 1101 02) WHEN
SHALL BE REMOVED WHEN NOT APPLICABLE THE BOTTOM OF THE SIGN SHALL BE A MINIMUM OF I FOOT
PERFORMED BY THE CONTRACTOR, EXCEPT WHERE IT IS SPECIFIED FOR CERTAIN WORK
NECESSARY
ABOVE THE PAVEMENT SURFACE
TO BE PERFORMED BY OTHERS
STEP 3 CONSTRUCT TEMPORARY SHOULDER BERM AND PAVEMENT AS NECESSARY ACCORDING TO SHEET C -10
H)
WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF THE
11)
THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5
WHILE CONSTRUCTING DOWNSTREAM SIDE OF PROPOSED DOUBLE BARREL RC BOX CULVERT CULVERT
REQUIRED SIGNS. BARRICADES. WARNING, AND /OR CHANNELIZING DEVICES ARE INSTALLED D APPROVED
MINUTES AT A TIME IN ANY ONE DIRECTION
CONSTRUCTION SHALL BE PERFORMED ACCORDING TO THESE PLANS (SEE KEY MAP THIS SHEET FOR
BY THE ENGINEER.
CULVERT TO
I)
ANY EXISTING PAVEMENT MARKINGS DETERMINED BY THE ENGINEER TO BE MISLEADING OR IN CONFLICT
12)
A 6 1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN
AND�COMPLY WITH EROSION AND CONTROL PLANES AND SEQUENCE
SHOWN IN SHEETS C -il TO C -13 OF THESE PLANS
WITH THE FIC CONTROL SHALL MOVED IMMEDIATELY BY THE CONTRACTOR PRIOR TO
AREAS A JA
AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN EDGE OF PAVEMENT
PROCEEDING WITH CONSTRAN
TIVITY
DROP -OFF AS FOLLOWS
PHASE 2
J)
ALL TEMPORARY PAVEMENT MARKINGS APPLIED BY THE CONTRACTOR SHALL BE IN PAINT OTHERWISE
BACKFILL DROP -OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED
WHILE MAINTAINING AT LEAST ONE THROUGH LANE IN EACH DIRECTION, THE CONTRACTOR SHALL
SPECIFIED ON THE PLANS OR IN THE SPECIAL PROVISIONS
LIMITS OF 45 MPH OR GREATER.
STEP 1 USING NCDOT RSD 110102, INSTALL TEMPORARY TRAFFIC CONTROL DEVICES ALONG EASTBOUND
K)
THE CONTRACTOR MUST HAVE A MINIMUM OF TWO FLAGGRS PRESENT DURING ALL PERIODS OF
BACKFILL DROP -OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED
CARVING TREE LANE (UPSTREAM SIDE OF CULVERT CONSTRUCTION) ACCORDING TO SHEET C -10
CONSTRUCTION ACTIVITY TO ASSIST IN THE MOVEMENT OF TRAFFIC THROUGH THE WORK AREA
LIMITS LESS THAN 45 MPH
MAINTAIN TWO -WAY TRAFFIC AT ALL TIMES, USING FLAGGER CONTROL ( NCOOT RSD 1101 02) WHEN
ADDITIONAL FLACGRS MAY BE REQUIRED AS DIRECTED BY THE ENGINEER OR NCDOT ALL FLAGGRS
NECESSARY
UTILIZED ON PROJECT MUST BE CERTIFIED
BACKFILL WITH SUITABLE COMPACTED MATERIAL. AS APPROVED BY THE ENGINEER. AT
STEP 2 SHIFT TRAFFIC ACCORDING TO NCDOT RSD 110102 AND SHEET C -10 ONTO TEMPORARY
L)
FIAGCERS' ATTIRE SHALL INCLUDE A FLUORESCENT ORANGE VEST, SHIRT. OR JACKET WORN AS THE
NO EXPENSE TO THE TOWN
SHOULDER CONSTRUCTED IN PHASE 1 PROVIDE FLAGGER CONTROL AS NECESSARY ACCORDING TO
FLAGGER
OUTER LAYER OF CLOTHING THE FLAGGER SHALL BE EOUIPPED WITH A STOP/SLOW PADDLE
FOR FURTHER DETAIL, SEE DETAIL A FOUND ON SHEET TCP -3
NCDOT RSD 1101.02
(SEE MUTCD. PART IV, SECTION 6F -2. PAGE 6F -1) AND NCDOT 115001
STEP 3 CONSTRUCT UPSTREAM SIDE OF PROPOSED DOUBLE BARREL RC BOX CULVERT ACCORDING TO SHEET
N)
RED FLAGS WILL BE ACCEPTABLE IN LIEU OF THE PADDLE IN EMERGENCY SITUATIONS ONLY FLAGGRRS,
13)
REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED
C -10 CULVERT CONSTRUCTION SHALL BE PERFORMED ACCORDING TO THESE PLANS (SEE KEY MAP
PROPERLY EQUIPPED AND INSTRUCTED, WILL PROVIDED BY MINE CONTRACTORS AND STATIONED AT
THE LOCATIONS SPECIFIED OR AS DIRECTED BY THE ENGINEER A FLUORESCENT ORANGE CAP
BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED OR AS
DIRECTED BY THE ENGINEER
THIS SHEET FOR CULVERT CONSTRUCTION SHEETS) CONTRACTOR TO ENSURE POSITIVE DRAINAGE
THROUGHOUT CONSTRUCTION AND COMPLY EROSION AND SEDIMENTATION CONTROL PLANS AND
MAY BE REQUIRED
SEQUENCE SHOWN IN SHEETS C -11 TO C -13 13 OF THESE PLANS
N)
NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY TRAFFIC PATTERN ALTERATION
WHEN PERSONNEL AND /OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN OPEN TRAVEL
LANE. CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO.
yip 4 REMOVE TEMPORARY SHOULDER PAVEMENT (AS NECESSARY) AND FINALUZE SHOULDER CONSTRUCTION
0)
NOTIFY THE NCDOT DIVISION TRAFFIC ENGINEER IF ANY WORK IS TO BE PERFORMED WITHIN 500' OF ANY TRAFFIC
110104 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR A LANE
TO DSGNATED SOPS AS SHOWN IN CULVERT CONSTRUCTION SHEETS N THESE PLANS (SEE KEY
SIGNAL
CLOSURE IS INSTALLED
MAP THIS SHEET FOR CULVERT CONSTRUCTION SHEETS) CONTRACTOR TO ENSURE POSITIVE DRAINAGE
THROUGHOUT CONSTRUCTION AND COMPLY WITH EROSION AND SEDIMENTATION CONTROL PLANS AND
N)
NOTIFY THE NCDOT DIVISION TRAFFIC ENGINEER 48 HERS PRIOR TO PRE -LINING AND FINAL APPLICATION E
SEQUENCE SHOWN IN SHEETS C -11 TO C -13 OF THESE PLANS
MARKINGS
WX PERFORM PHASES 1 AND 2 FOR CULVERT CONSTRUCTION ON LEATHERWOOD LANE PRIOR TO
PROCEEDING TO PHASE 3 SEE SHEET C -10 FOR LEATHERWOOD LANE CULVERT CONSTRUCTION
PHASE-3
STEP 1 REMOVE ALL TRAFFIC CONTROL DEVICES AND OPEN LANES TO TRAFFIC
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NOTE: CONSTRUCT PHASE 1A PRIOR TO THE CONSTRUCTION OF PHASE 1B.
PHASE 1 CONSTRUCTION - CARVING TREE LANE
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PHASE 1 CONSTRUCTION - LEATHERWOOD LANE
CONTROL iDiFiIwTAi PHPZF- 1 - TYPICAL SECTION "C"
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EROSION CONTROL NOTES.
TOTAL DISTURBED AREA a 10 ACRES (f)
t01 ACRES HILLCREST DRIVE, t0 9 ACRES CARVING TREE/LEATHERWOOD LANE
ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT
CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION
CONTROL DEVICES SHOWN ON THE APPROVED PUNS FOR THE DURATION OF CONSTRUCTION
OR UNTIL FINAL INSPECTION AND APPROVAL MAINTENANCE SHALL BE IN ACCORDANCE WITH
THE APPROPRIATE STATE EROSION AND SEDIMENT CONTROL ORDINANCES
TOPSOIL SHALL BE SALVAGED AND STOCKPILED SEPARATE FROM THE OTHER SPOIL
MATERIAL. ANY TOPSOIL THAT IS TO BE PLACED BACK OVER THE SITE IS ACCOUNTED FOR
IN THE FINAL GRADES SHOWN
TREE/SHRUB REMOVAL SHALL BE IN ACCORDANCE WITH THE GENERAL NOTES ALL DEBRIS
FROM CLEARING OPERATIONS SHALL BE DISPOSED OF IN A LEGAL MANNER
THE LIMITS OF CLEARING SHOWN ON THE GRADING AND EROSION CONTROL PLAN IS BASED
ON THE APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS.
CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING
GRADE SLOPES SHALL BE GRADED NO STEEPER THAN 2 1
IF FIELD CONDITIONS WARRANT GRADING OUTSIDE OF THE CONSTRUCTION LIMITS AS DEFINED IN
THE GENERAL NOTES, PERMISSION MUST BE OBTAINED FROM THE TOWN ENGINEER AND
AFFECTED PROPERTY OWNERS CONTACT THE PROJECT EROSION CONTROL INSPECTOR TO
ENSURE ADDITIONAL EROSION CONTROL MEASURES ARE INSTALLED PRIOR TO OFF -SITE
GRADING
DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES THE APPLICANT IS RESPONSIBLE FOR THE
TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE
AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE WHEN PLACING
EXCAVATED SOIL ON PAVEMENT FIRST COVER PAVEMENT WITH SCREENINGS
ADDITIONAL EROSION CONTROL MEASURES AND CONSTRUCTION ENTRANCES/EXITS MAY BE
REWIRED BASED ON FIELD CONDITIONS
MAINTENANCE PLAN:
1 INSPECT ALL EROSION CONTROL DEVICES WEEKLY AND AFTER RAINFALL EVENTS NEEDED
REPAIRS SHALL BE MADE IMMEDIATELY
2 MAINTAIN EROSION CONTROL DEVICES AS FOLLOWS
.TEMPORARY SILT FENCE- REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
FENCE AVOID UNDERMINING THE FENCE
.TEMPORARY CHECK DAM- REMOVE SEDIMENT ACCUMULATION BEHIND THE DAMS AS
NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION ADD STONE TO DAMS AS
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION
-STORM DRAIN INLET PROTECTION- REMOVE SEDIMENT AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL
-TEMPORARY DIVERSION DITCH- INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND
AFTER EVERY RAINFALL IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND
REPAIR THE DIVERSION RIDGE CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS
AS NEEDED WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE
RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND
•GRAVEL AND RIPRAa BASIN- REMOVE SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH
OF THE TRAP CHECK THE STRUCTURE FOR DAMAGE FROM EROSION TO ENSURE IT IS
A MINIMUM 15 FEET BELOW THE LOW POINT OF THE EMBANKMENT
-TEMPORARY SLOPE DAM- INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION
AFTER EVERY RAINFALL AND PROMPTLY MAKE NECESSARY REPAIRS WHEN THE
PROTECTED AREA HAS BEEN PERMANENTLY STABILIZED, TEMPORARY MEASURES MAY
BE REMOVED, MATERIALS DISPOSED OF PROPERLY, AND ALL DISTURBED AREAS
STABILIZED APPROPRIATELY
.TEMPORARY ROCK DAM - CHECK ROCK DAM AFTER EACH RAINFALL REMOVE SEDIMENT
AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO ONE -HALF THE
DESIGN VOLUME
.INLET PROTECTION DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION
INEFFECTIVE PROTECTION PROTECTION DEVICES SMALL BE IMMEDIATELY REPLACED AND
THE INLET CLEANED FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING
.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION
PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND
EROSION CONTROL MEASURES AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED SELF
INSPECTION REPORTS ARE REQUIRED A SAMPLE SELF INSPECTION REPORT, AS WELL AS
DETAILS OF THE SELF INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB
SITE hltp• / /portclncde,orq /weD/Ir /eroaorn
THESE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTION REQUIREMENTS
3 GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS OF PERIMETER AREAS AND SLOPES
GREATER THAN 3 1 GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER
AREAS
ALL GRADED AREAS WILL BE SEEDED. FERTILIZED. AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS. DENSE, VEGETATIVE
COVER PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO
PROJECT COMPLETION ACCEPTANCE
4 WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS
BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A
DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL APPLICATION
WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD
SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY SEDIMENT SHALL BE
REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A
SEDIMENT CONTROL DISPOSAL AREA STREET WASHING SHALL BE ALLOWED ONLY AFTER
SEDIMENT IS REMOVED IN THIS MANNER
5 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN
15 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO
LONGER NEEDED TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM
THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABIUZED TO
PREVENT FURTHER EROSION AND SEDIMENTATION
GENERAL CONSTRUCTION SEQUENCE.
THE CONTRACTOR SHALL SET UP A PRE - CONSTRUCTION CONFERENCE ONSITE WITH THE
EROSION CONTROL INSPECTOR TO DISCUSS THE PROJECT THE CONTRACTOR SHALL SCHEDULE
A MEETING A MINIMUM OF 40 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY
THE CONTRACTOR SHALL INSTALL ALL TREE PROTECTION FIRST THEN ALL EROSION AND
SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH THE PLANS PRIOR TO
UNDERTAKING ANY LAND - DISTURBING ACTIVITIES, CLEARING ONLY AS NECESSARY TO INSTALL
THESE MEASURES. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE N C EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL U.S DEPT. OF AGRICULTURE. AND U S SOIL CONSERVATION SERVICE
THE CONTRACTOR SMALL SCHEDULE AN ON -SITE INSPECTION BY AN NCDENR INSPECTOR AND
BEGIN CLEARING, GRUBBING, AND ROUGH GRADING AFTER INSPECTOR APPROVES EROSION
CONTROL MEASURES
THE CONTRACTOR SMALL BEGIN BYPASS PUMPING IN ACCORDANCE WITH THE DETAIL ON
SHEET C -13 CONSTRUCT PROPOSED CULVERTS AND ASSOCIATED WORK THE CONTRACTOR
SHOULD MAKE EVERY EFFORT TO CONSTRUCT THE PROPOSED CULVERTS DURING LONG
PERIODS WHEN PRECIPITATION IS NOT ANTICIPATED SHOULD RAIN BE ANTICIPATED. AN 8'
(MIN) EMERGENCY BYPASS PUMP SHOULD BE PROVIDED TO DIVERT WATER SAFELY AROUND
THE WORK AREA
THE CONTRACTOR SHALL STABILIZE THE SITE AS AREAS ARE BROUGHT UP TO FINISHED
GRADE.
ALL EARTH MOVING EQUIPMENT SHALL BE SERVICED PRIOR TO WORK COMMENCING EACH DAY
EQUIPMENT SHALL BE MAINTAINED TO PREVENT FUEL OIL, AND LUBRICANT SPILLS IN THE
VICINITY OF A STREAM
TEMPORARY AND PERMANENT VEGETATION SHALL BE INSTALLED IN CONJUNCTION WITH
TEMPORARY AND PERMANENT SEEDING SCHEDULES
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III II II II -11 II II II II =11 II II II -II II II II II��II II'II' �: ;- -
II II II II 11 =11 II II- II =11 =11 II II II -II =11 II II 11= II 11 =1 �
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m i �DAMD TK 91AMER SIAL R 1®ARA THE FAWAC
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a 1K It/ml ART tEmWO LOOHII I ""' N RALt AFTER THE NAT
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HIGH HAZARD TEMPORARY SILT FENCE 2 I
FOR LATE WINTER AND
=A-momEms.
EARLY SPRING
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2.000 LB /ACRE GROUND AGRICULTURAL UNIESTONE
AM 750 LB/ACRE 10 -10-10 FERTILIZER
R/E (GRAIN) 120 UQ /ACRE
MULL 1.000 lB /ACRE 57RAM ANCHOR STRAW BY TAC10//(' WITH ASPHALT. NETTING. OR A YUI.CY
ANCRORNC TOOL A 061( WIM BULGES SET NEARLY STRAIGHT CAN 13E USED AS A MULCH ANCHORING
SEEDING DATES.
.MN 1 - WY 1
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RECOMMENDATIONS CR SOIL TESTS OR 2.000 {B /ACRE GROUND AGRICULTURAL UMSWNE
SEEDING M11411AZE
AM 75D LB /ACRE 10 -10-10 FERRIIZER
GERMAN MWLET - 10 LB /ACRE
N{6m
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_
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TOOL
MSD3JEtl5t3�
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EROSION O
EROSION CR OTHER DAIAI'CiE
FOR FALL:
SOIL AMENDMENTS.
FOLLM RECOMMENDATIONS OF SOIL TESTS aR AMY LODD LB /ACRE GROUND AGRICULTURAL LIMESTONE
SEEDING MDaURE
AND 1.000 LB /ACRE 10 -10-10 FERTIUM
WE (GRAN) - 120 LB /ACRE
MULL
AIRY 1.000 lB /ACRE SIIIAW ANC10R STRAY BF TACIONG WITM ASRNLi NETTING. OR A MULCH
ALr- 50
ANCIORPIG TOG.. A DIAL MRN BLADES SET NEARLY STRAKi(f CAN BE USED /6 A MULCH ANCHORING
100E
MAINTENANCE
REPAIR AND REFERTIIIZE DAMAGED AREAS IMMEDATELY IOPORESS WTI 50 LB /ACRE OF NITROGEN IN
MARCH. IF B M NECESSARY TO ET(IEND TEMPORARY COVER BEYOND AM 15. OVERSEED WITH 50
LB/ACRE KOBE LESPEDESA N LATE FEBRUARY OR EARLY MARCH
FOR ADDITIONAL INFORMATION REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDY) SECTION 0 10
FOR PERMANENT SEEING SPE:CfIDLTN1d. INOLUONG SEED BED PREP. SEASONAL UYIATmE FOR SEEOKC OPERAT06. THE Ko= OF GRADES OF
EERIIRERS THE Kvms Di SEED. AND THE RATES ai N'RIUATNIN Di LIMESTONE. FERITLIZER, NO SEED. REFER TO NCDENR ESCPDM SEC110N Bit
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NOTES
1. General:
Live stakes are to be mstalled on exposed stream banks as shown on sheets C -03 and C-04. The
Engineer reserves the right to reject any "stakes" that do not meet the above mentioned criteria.
The Contractor shall replace rejected work at no additional cost to the owner
2. Materials:
*Live stakes are to be dormant (cut fall or winter) and gathered locally or purchased from
commercial supplier.
-Stakes must be freshly cut with side branches removed, but with bark intact (ensure that the bark
is not shipped during the cutting, preparation, or installation of the stake).
•Cuttings arc to be collected using a saw or pruning shears (not an ax)
3 Preparabon-
•One end must be cut at an angle for insertion into the soil and the other end must be cut square
for tampmg
*Cuttings must be kept fresh and moist prior to installation.
•Cuttings must be prepared from 0 5 to 2 -inch diameter stock and approximately 2 to 3 feet in
length.
4 Installation:
• Instal l stakes the same day they are prepared
• Installation should occur only between November 15 and May 15.
•Start the installation nearest to the stream and work up the bank/floodplain.
•Cuttings must be installed right side up with the buds pointing upward.
•Cuttings should be tamped into the ground at right angles to the slope and angled slightly
downstream
•They are to be tamped into the ground for approximately 4/5 of their length
*Cuttings that split or become "mushroomed" must be replaced.
*Stakes should be installed in a random configuration to prevent gullies and promote a more
natural effect in the re- vegetated area
FL
LATEF
am
510E
REM
LOW SEA!
MATER P
2' -3' LIVE CUTTING
BUTT END
LIVE STAKE DETAIL
N75
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(ROUND
SIREACE
rASUSED PLANT SHOWN
R INFORMATION ONLY
INSTALL SPLIT 2' z 12'
DEAD STOUT STAKES PER SPECIFICATIONS
PER MANUFACTURERS REQUIREMENT$
NOTE
IF USING WOVEN COIR
FIBER MAT. INSTALL
LONG STRAW MULCH
BENEATH MAT
OIRECTDN
OF�_OM
COIN FIBER
WITTING
PLAN VIEW
Is- (TYP )
,1u,F�CEN7MON
IN TRENCH
STREAM BEOJ -EXTEND MATTING BELOW TOE OF
SLOPE AND FEY INTO STREAMSED
MIN B'
TYPICAL CROSS SECTION
STAKE
KE
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N
YM TRENCH
NO
IN AREAS TO BE MATTED. ALL SEEDING. SOIL
AMENDMENTS AND SOIL PREPARATION MUST BE
COMPLETED IN ACCORDANCE KITH THE PROJECT
SPEWCATIONS PRIOR m PLACEMENT Or COIR
FIBER MATTING.
INSTALLATION GUIDE FOR COIR FIBER MATTING 2
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C -12

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BYPASS PUMPING
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BYPASS PUMPING SEQUENCE
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1 SET UP BYPASS PUMP AND TEMPORARY PIPING PLACE OUTLET
'
OF TEMPROARY PIPE MINIMIZE EROSION AT SURCHARGE SITE OR
VIDE EN
TEMPORARY ENERGY DISSIPATION MEASURES, FIRMLY
ANCHOR
ANCHOR PUMP AND PIPING
2 CONSTRUCT OUTLET PROTECTION IF NEEDED
3 CONSTRUCT IMPERVIOUS DIKE UPSTREAM OF WORK AREA T
IMPOUND WATER FOR BYPASS PUMP INTAKE USE A FLOATI NG
INTAKE FOR PUMPS WHERE POSSIBLE
4 CONSTRUCT AN IMPERVIOUS DIKE DOWNSTREAM, IF NECESSARY, TO
ISOLATE WORK AREA
°
5 CHECK OPERATION OF PUMP AND PIPING SYSTEM
Ma.
CONSTRUCTION. IMPERVIOUS DIKE.
6 BYPASS COMPLETION AND
�I<
a�
TEMPORARY
STREAM BANK
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BYPASS PUMPING NOTES
1 BYPASS PUMP (2' MIN ) SHALL HAVE SUF(FICIENT CAPACITY TO
°
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SPECIAL STILLING BASIN
rc3o�
ADEQUATELY DIVERT STREAM BASE FLOW 1CFS)
z=
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z
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2 AN ENERGY DISSIPATOR FOR PUMP ARGUNbb HOSE SHALL BE USED
WHEN PUMPING CLEAN WATER AROUND THE WORK AREA
EXISTING TERRAIN
° °viQ
3 DEWATERING DEVICE SHALL BE A SPECIAL STILLING BASIN PER
NCOOT 163006 AND SHALL BE USED WHEN PUMPING SEDIMENT
�o
_
is o
LADEN WATER FROM THE WORK AREA
4.THE CONTRACTOR SHOULD MAKE EVERY EFFORT TO CONSTRUCT
THE PROPOSED CULVERTS DURING LONG PERIODS WHEN
PRECIPITATION IS NOT ANTICIPATED SHOULD RAIN BE
ANTICIPATED, AN S' (MIN EMERGENCY BYPASS PUMP SHOULD BE
PROVIDED TO DIVERT WATER SAFELY AROUND THE WORK AREA
aVIEFvKM DM
15.0' t0 20.0'
g M
THE IMPERVIOUS DIKE SHALL NOT PERMIT SEEPAGE OF WATER INTO
M „
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THE CONSTRUCTION SITE OR CONTRIBUTE TO SILTATION OF THE
STREAM THE IMPERVIOUS DIKE SHALL BE CONSTRUCTED OF AN
z m
ACCEPTABLE MATERIAL IN THE LOCATIONS NOTED ON THE PLANS OR
r
AS DIRECTED BY THE ENGINEER
=
~
ACCEPTABLE MATERIALS SHALL INCLUDE BUT NOT BE LIMITED TO
8" OF SEDIMENT CONTROL STONE
°a J
SHEET PILES, SANDBAGS, AND /OR THE PLACEMENT OF AN
ACCEPTABLE SIZE STONE LINED WITH POLYPROPYLENE OR OTHER
r °
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IMPERVIOUS FABRIC
rra
15
NOTES
EARTH MATERIAL SHALL NOT USED TO CONSTRUCT AN
IN IMPERVIOUS DIKE WHEN IT IS IN DIRECT CONTACT WITH THE STREAM
UNLESS VEGETATION CAN BE ESTABLISHED BEFORE CONTACT WITH
THE STREAM TAKES PLACE
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
w 'n
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PROVIDE STABILIZED OUTLET TO STREAM BANK.
lM WD
WOOD PALLETS MAY BE USED IN LIEU OF STONE
AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER
OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE
SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
Nor ro scALE
1830.
1650.08
t�a4 MUST
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`OF"AM SWALE TIE- IN
PLAN VIEW
PROPOSED GRADE
01 1 EXISTING
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OF Y -24' STONE
SECTION A'A iRTER FABRIC
UNDER RIP RAP
OF 2--24- STONE
SECTION B$
RIPRAPAPRON 1B
CARVING TREE DRIVE
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FOOTER BED 6- DEPTH OF /57 STONE -
NONWOVEN GEOTDMLE FABRIC, TYP -
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BOULDERS IN VANE ARM SHOULD
NOT BE GAPPED OR HAVE ANY
SIGNIFICANT SPACES
BASE WID1N — BANKFULL - HEADER BOULDERS
uww.cn i M. �w
BOULDERS IN
FOOTER BOULDERS NOT BE GAI
8ECTM B-B
NONWOVEN GEOTEXTILE
FABRIC (TYP)
a
TIE TO SLOPE e 4
ADJACENT ARY
FOOTER BOULDERS SECTION Cam'
4.S 15, 35
BOULDERS I
`KEY INTO BANK 4' MIN (TYP)
`RIPRAP APRON SEE DETAIL
THIS SHEET
WELL GRADED MIX OF
2 - -12' STONE (TYP )
MINIMUM BOULDER DIMENSIONS
HEIGHT LENGTH WIDTH WELL GRADED MIX OF
LEATHERWOOD LN 2 3 3
2 - -24' STONE (TYP )
NOTES
T DEEPEST PART OF POOL TO BE IN LINE WITH THE END OF THE \� ry��
AR S
2 DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS �� \L�ITYT p-" 1F
3 VOID SPACES BETWEEN BOULDERS SHALL BE PLUGGED WITH 4Q' V RQ�,Q
APPROPRIATE SIZED STONE
4 COMPACT BANKFULL TO EXTENT POSSIBLE OR AT THE DIRECTION g o nip O
OF THE ENGINEER
5 POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH W
6 FILTER FABRIC AND BACKFILL TO BE SECURED AROUND THE VANE o
CROSS ARMS AND TIED INTO THE VANE ARMS TO PREVENT FLOW
AROUND THE CROSS ARMS ti
STEP POOL 3 B>�alavovn�o)
1 CATI.ICENAWWNIW 1 AWIC CWrACP0NID- CAMCEN=
0
z
o
A
c� z
aW
5�
0
ooe�12
a a W
6=�
a J
V
J
Z (q
U
Z ll l
2 0
0
It
W
DESWMD Or SDT
DRAWN BY. NJM
CHECKED Sr WRW
DATE MW/13
PRO ECT& M
C -14
BANKFULL
06• STEP DEPT)
i(
— —
TIE TO EX. GRADE
m7_
SEE BLOWUP IN
SECTION
MEW 'A' BELOW
A -A
BOULDERS IN VANE ARM SHOULD NOT BE
GAPPED OR HAVE ANY SIGNIFICANT SPACES
HEADER BOULDER ,TYP
ENSURE MAXIMUM DROP IN BASE
SCOUR POOL SEE PROFILE FOR ELEVATION
FLOW ELEVATION IS NOT GREATER
FI.OW
THAN 06. OVER EACH STEP
10
(MAX')
RIPRAP APRON SEE
t G
DETAIL THIS SHEET
(MIL)
WELL GRADED MIX
OF 2' -12' STONE
FOOTER BED 6- DEPTH OF /57 STONE -
NONWOVEN GEOTDMLE FABRIC, TYP -
vmw g
BOULDERS IN VANE ARM SHOULD
NOT BE GAPPED OR HAVE ANY
SIGNIFICANT SPACES
BASE WID1N — BANKFULL - HEADER BOULDERS
uww.cn i M. �w
BOULDERS IN
FOOTER BOULDERS NOT BE GAI
8ECTM B-B
NONWOVEN GEOTEXTILE
FABRIC (TYP)
a
TIE TO SLOPE e 4
ADJACENT ARY
FOOTER BOULDERS SECTION Cam'
4.S 15, 35
BOULDERS I
`KEY INTO BANK 4' MIN (TYP)
`RIPRAP APRON SEE DETAIL
THIS SHEET
WELL GRADED MIX OF
2 - -12' STONE (TYP )
MINIMUM BOULDER DIMENSIONS
HEIGHT LENGTH WIDTH WELL GRADED MIX OF
LEATHERWOOD LN 2 3 3
2 - -24' STONE (TYP )
NOTES
T DEEPEST PART OF POOL TO BE IN LINE WITH THE END OF THE \� ry��
AR S
2 DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS �� \L�ITYT p-" 1F
3 VOID SPACES BETWEEN BOULDERS SHALL BE PLUGGED WITH 4Q' V RQ�,Q
APPROPRIATE SIZED STONE
4 COMPACT BANKFULL TO EXTENT POSSIBLE OR AT THE DIRECTION g o nip O
OF THE ENGINEER
5 POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH W
6 FILTER FABRIC AND BACKFILL TO BE SECURED AROUND THE VANE o
CROSS ARMS AND TIED INTO THE VANE ARMS TO PREVENT FLOW
AROUND THE CROSS ARMS ti
STEP POOL 3 B>�alavovn�o)
1 CATI.ICENAWWNIW 1 AWIC CWrACP0NID- CAMCEN=
0
z
o
A
c� z
aW
5�
0
ooe�12
a a W
6=�
a J
V
J
Z (q
U
Z ll l
2 0
0
It
W
DESWMD Or SDT
DRAWN BY. NJM
CHECKED Sr WRW
DATE MW/13
PRO ECT& M
C -14