HomeMy WebLinkAboutDG-Mamers Rd_2-28-22 (1)DG#23680-US 421 N. Harnett County___ US Highway 421 NLillington, NC Harnett CountyRHETSON COMPANIES, INC.
ATTN. JOHN PARKER
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
(910) 944-0881
john@rhetson.com
OWNER/DEVELOPER:
Sheet No.
TitleNo.DateREVISIONSDesc.Drawn
Rhetson Project#Checked
Project No. Initial Date
This document, together with the
concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared.
Reuse of and improper reliance on this
document without written
authorization and adaptation by
Bowman North Carolina, Ltd. shall be
without liability to Bowman North
Carolina, Ltd.
058004February 28, 2022
21103Bowman North Carolina Ltd.bowman.comF-14454006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C-1
COVER SHEET
CUMBERLAND
HARNETT
DURHAM
JACKSON
CHEROKEE
GRAHAM
CLAY
MACON
SWAIN
McDOWELL
BUNCOMBEHAYWOOD
TRANSYLVANIA
MADISON
HENDERSON
POLK
YANCEY
MITCHELL
CALDWELL
CLEVELAND
RUTHERFORD
AVERY
WATAUGA
BURKE
LINCOLN
ASHE
GASTON
ALLEGHANY
WILKES
ALEXANDER
CATAWBA
MONTGOMERY
SURRY
MECKLENBURG
IREDELL
CABARRUS
UNION
YADKIN
DAVIE
ROWAN
FORSYTH
DAVIDSON
STANLY
STOKES
ANSON
ALAMANCE
RICHMOND
GUILFORD
RANDOLPH
ROCKINGHAM
SCOTLAND
MOORE
ORANGE
ROBESON
HOKE
CHATHAM
CASWELL
LEE
PERSON
GATES
CHOWAN
PAMLICO
CARTERET
NEW HANOVER
JOHNSTON
FRANKLIN
SAMPSON
GRANVILLE
COLUMBUS
WAKE
BLADEN
RALEIGH
VANCE
BRUNSWICK
WARREN
WAYNE
DUPLIN
PENDER
WILSON
NASH
JONES
LENOIR
GREENE
EDGECOMBE
HALIFAX
ONSLOW
NORTHAMPTON
PITT
HERFORD
BERTIE
CRAVEN
MARTIN
BEAUFORT
CURRITUCK
TYRRELL
PERQUIMANS
WASHINGTON
CAMDEN
PASQUOTANK
HYDE
DARE
CHARLOTTE
PROPOSED
TENANT & DEVELOPER
CIVIL ENGINEER
Dollar General Corporation
Bowman North Carolina, Ltd.
4006 Barrett Drive
Suite 104
Raleigh, NC 27609
(919) 553-6570
mlowder@bowman.com
FIRM# F-1445
Know what's below.
R
Call before you dig.
Dollar General Store #23680
____ US Highway 421 N
Lillington, NC
Harnett County SITE
CURRENT PROPERTY OWNERS
DEVELOPMENT DATA
VICINITY MAP
SITE
US Hwy 421 N
MAMERS ROAD
NCSR 1265
COOL SPRINGS ROAD
STOP
IT'S THE LAW
CALL 1-800-632-4949
BEFORE YOU DIG
N.C. ONE-CALL CENTER
TOTAL IMPERVIOUS AREA
BUILDINGS
PAVEMENT
0.24
ACRE(S)
ACRE(S)
ACRE(S)% OF AREA
IMPERVIOUS AREA SUMMARY
SIDEWALK ACRE(S)
10,640
SF
SF
SF
SF
GREEN/OPEN SPACE ACRE(S)SF
ON-SITE AREA = 67,173 SF (1.54 AC)
0.6226,733
0.062,748
15.84
39.80
4.09
0.9240,121 59.73
0.6227,052 40.27
INCREASE IN IMPERVIOUS AREA:ACRE(S)SF 0.9240,121
% OF AREA
% OF AREA
% OF AREA
% OF AREA
DEVELOPMENT NAME: DOLLAR GENERAL
STREET ADDRESS: US HIGHWAY 421 N.
LILLINGTON, NC
HARNETT COUNTY
PROPERTY IDENTIFICATION # (PIN): 0589-17-3378
PROPERTY ID#:110589 0009
DEED BOOK/PAGE:3996/0923
PLAT BOOK/PAGE:2020/324
EXISTING ZONING: (COMM) COMMERCIAL/BUSINESS DISTRICT
RA-30
RA-20R
PROPOSED ZONING:(COMM) COMMERCIAL/BUSINESS DISTRICT
REZONING CASE#
WATERSHED DISTRICT:WS-IV-P (CAPE FEAR RIVER - LILLINGTON)
OVERLAY DISTRICT:
TOTAL SITE ACRES: 67,173 SF (1.54 AC)
INSIDE TOWN LIMITS: NO
EXISTING USE: AGRICULTURE
PROPOSED BUILDING USE: RETAIL SALES
USE GROUP LEVEL:3
PROPOSED TOTAL BUILDING AREA: 10,640 SF (8,504 SF SALES FLOOR AREA)
MAX. BUILDING HEIGHT: 35 FT
MIN LOT AREA:30,000 SF
MIN LOT WIDTH:100 FT
FRONT SETBACK:35 FT
SIDE SETBACK (STREET)20 FT
SIDE SETBACK (INTERIOR)0 FT (20 FT ADJACENT TO RESIDENTIAL)
REAR SETBACK:25 FT
BUFFER REQUIREMENTS:
PERIMETER BUFFER:15 FT TYPE A, D BUFFER - ADJACENT SINGLE FAMILY
10 FT TYPE C BUFFER - ADJACENT COMMERCIAL
15 FT TYPE D BUFFER - ADJACENT RIGHT-OF-WAY
BUILDING FOUNDATION:5 FT PLANTING STRIP AT BUILDING
PARKING REQUIREMENTS:
TOTAL REQUIRED:1 SPACE PER 300 SF GFA
10,640 SF/300 = 36 SPACES
110% MAXIMUM SPACES = 40
TOTAL PROVIDED: 36 (9'x18' MIN)
ACCESSIBLE SPACES PROVIDED:2
LOADING AREA:1 PROVIDED (12'x55' MIN)
CEBCO CONSTRUCTION, INC
P.O. BOX 591
MAMERS, NC 27552
THOMAS B. PHILLIS
120 DAVIS BROWN LANE
LILLINGTON, NC 27546
DONALD L. NORDON & PATRICIA G. MCKEE
852 GRAMETA LANE
LILLINGTON, NC 27546
Rhetson Companies, Inc.
Attn. John Parker
2075 Juniper Lake Road
West End, NC 27376
(910) 944-0881
john@rhetson.com
INDEX OF DRAWINGS
C-1 COVER SHEET
C-2 EXISTING CONDITIONS PLAN
C-3 SITE PLAN
C-3A ROADWAY IMPROVEMENT PLAN
C-3B ROADWAY IMPROVEMENT PLAN
C-4 GRADING AND DRAINAGE PLAN
C-5 UTILITY PLAN
C-6A INITIAL PHASE EROSION CONTROL PLAN
C-6B FINAL PHASE EROSION CONTROL PLAN
C-7 CONSTRUCTION DETAILS
C-8 CONSTRUCTION DETAILS
C-8A WATER DETAILS
C-9A NC CONSTRUCTION GENERAL PERMIT (NCGO1) NOTES
C-9B EROSION CONTROL DETAILS
C-10A STORMWATER MANAGEMENT DETAILS
C-10B STORMWATER MANAGEMENT DETAILS
C-11 LANDSCAPE PLAN
HYD18" RCP
INV=324.11
TRACT # 1
0.247 ACRES
DONALD L. NORDON
ET-UX
PATRICIA G. MCKEE
DB.3669 PG. 195
PIN - 0610-87-8640
PID - 139691 0061
ZONING - RA-20R
50.00'S 07°41'28" W 197.54'71.
8
5
'
BH 8
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/WR/WR/WR
/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WWM
WM
WM
WM
WM
WM
WM
WM WM
WM WM
WM
WM
WM
WM WM
WM WM WM
WM WM
WM WM WM
WM WM
WM WM
WM
WM
CONCRETE
DRIVEWAY
EXISTING
DWELLING
EXISTING
COMMERCIAL
BUILDING
EXISTING
ASPHALT
PARKING LOT WMWMWMWMWMWMWMWMWMWMWMWMXXXXXXXXOHEOHEOHEOHEOHEOHEOHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWMWM
WM WM
WM WM
WM
WM
WM WM WM WM WM WM WM WM WM WM WM
W
M
WM
WMWMWMWMWM WM
S 4
7
°
5
1
'
5
3
"
E
S 82°24'28" E
70.77'
S 82°24'28" E 16
5
.
7
0
'
S 82°24'28" E 286
.
4
7
'
S 82°24'28" E
50.00'N 01°05'14" W 217.24'S 01°03'16" E 217.95'N 81°34'39" W
WELL
S 89°53'20" W 296.24'S 89°53'20" W 133.80'S 89°53'20" W 162.44'
SOIL
DRIVEWAY S 05°12'32" E 138.46'N/F
ROUNDTREE LLC & MONTROSE PROPERTY LLC
DB. 3566 PG. 51
PIN - 0610-87-6690
ID - 139691 0030 04
ZONING - COMM
(RETAIL)
N/F
JAMES ROBERT WAGNER
DB. 3959 PG. 536
PIN - 0610-87-7464
PID - 139691 0030 02
ZONING - RA-20R
(SINGLE-FAMILY)N/F
JULIO CESAR YANES
DB. 3909 PG. 923
PIN - 0610-97-0423.000
PID - 130610 0102
ZONING - RA-30
(SINGLE-FAMILY)
346
345
345 3403353343303303303
3
0
327
330
335340
340
335
US Highway 421
N
150' Public R/W
(55 MPH)421 Cool Springs RoadMamers RoadSR#126560' Public R/W150' R/WWOODED AREA
TRACT #2
0.585 ACRES
CEBCO CONSTRUCTION, INC
DB 848, PG 214
PIN - 0610-97-0587
PID - 130610 0088
ZONING - RA-30
WOODED AREA
TRACT #3
0.710 ACRES
PHILLIS B. THOMAS
DB 3860, PG 707
PIN - 0610-87-9549
PID - 130610 0089
ZONING - COMM
OVERALL PARCEL
67,173 SF (1.542 AC)
CONTROL CORNER
NIP
GPS COORDINATES
NC GRID NORTH
NAD 83-2011
N:607682.56'
E:2019109.50'
LAT:35.4197
LON:78.9359
Z.: 330.82'
NIP
ECM
EIP
CC
EIPEIP
EIP
CC
CC
30' DUKE ENERGY
EASEMENTWMWMWM
WM
WM WMWM18" RCP
INV=324.51
C
FO FO
C40'± PAVEMENTCOORDINATE WITH UTILITY
DEPARTMENT TO RELOCATE
UTILITY POLE
REMOVE
EXISTING
TREES
REMOVE
EXISTING TREES
WITHIN LIMITS
OF DISTURBANCE
REMOVE
EXISTING
SIGN
REMOVE
EXISTING
SILT FENCE
REMOVE
EXISTING
DRIVEWAY
REMOVE
EXISTING
DRIVEWAY
18"
R
C
P
DRIVEWAY
ASPHALT
15" RCP
DRIVEWAY
ASPHALT18" RCP
330325
320
320
315
325
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHEOHEOHEOHEOHE18" RCP
INV=323.49
15" RCP
INV=313.86
YARD INLET
RIM=314.40LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
L
O
D
L
O
D
LOD LOD LOD LODLODLODLODLOD
LOD LOD LOD LOD
LOD
LODLODLODLODLODLODLOD LOD
LO
D LODLODLODLODLO
D
LODLODLODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE LODLOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD LOD
LOD LOD LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LOD LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODEXISTING
TREES TO
REMAIN
DG#23680-US 421 N. Harnett County___ US Highway 421 NLillington, NC Harnett CountyRHETSON COMPANIES, INC.
ATTN. JOHN PARKER
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
(910) 944-0881
john@rhetson.com
OWNER/DEVELOPER:
Sheet No.
TitleNo.DateREVISIONSDesc.Drawn
Rhetson Project#Checked
Project No. Initial Date
This document, together with the
concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared.
Reuse of and improper reliance on this
document without written
authorization and adaptation by
Bowman North Carolina, Ltd. shall be
without liability to Bowman North
Carolina, Ltd.
058004February 28, 2022
21103Bowman North Carolina Ltd.bowman.comF-14454006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C-2
EXISTING
CONDITIONS
PLAN
1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION.
2. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS DIRECTED BY THE OWNER.
3.IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES REQUIRED FOR DEMOLITION AND HAUL-OFF FROM THE APPROPRIATE AUTHORITIES.
4.THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS REQUIRED PRIOR TO THE COMMENCEMENT OF DEMOLITION.
5. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY WORK. IT IS NOT INTENDED TO IDENTIFY EACH ELEMENT OF DEMOLITION OR RELOCATION.
CONTRACTOR SHALL COORDINATE WITH THE OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK.
6. CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A LAWFUL MANNER EXISTING BUILDINGS, INCLUDING FOUNDATIONS AND ALL APPURTENANCES LOCATED ON
AND AROUND THE PROPERTY INCLUDING BUT NOT LIMITED TO BOLLARDS, GAS METERS, AIR CONDITIONING UNITS, SIGNS, CURBS, SIDEWALKS, ELECTRIC METERS, FENCING, ETC.
7. REMOVE AND DISPOSE OF ANY SIDEWALK, FENCES, STAIRS, WALLS, FOUNDATIONS, CONDUITS, LIGHT POLE BASES, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA
IN AN APPROVED LANDFILL.
8. REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS, ELECTRIC, AND TELEPHONE AS SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING
EACH UTILITY COMPANY TO COORDINATE REMOVAL OF ALL UTILITIES AND FOR DETERMINING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR TO COMMENCING WORK.
9. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY TO CUT AND PLUG ALL SERVICE PIPING AT THE STREET LINE OR MAIN, AS REQUIRED,
OR AS OTHERWISE NOTED. ALL SERVICES MAY NOT BE SHOWN ON THIS PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTEND OF
SERVICE PIPING TO BE REMOVED, CUT OR PLUGGED.
10.THE CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES, VALVE BOXES AND REMOVAL AND/OR RELOCATION OF OVERHEAD UTILITIES AND POLES WITH THE APPROPRIATE
UTILITY COMPANY.
11. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO BEGINNING DEMOLITION WORK.
12. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE.
13. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING ROAD SURFACE. FINISH SURFACE TO BE REMOVED OR DEMOLISHED SHALL BE CUT
ALONG LINES OF JOINTS WHICH WILL PERMIT A NEAT SURFACE WHEN RESTORED.
14. SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAWCUT EXISTING PAVEMENT.
15. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR.
16. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS
HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN
PROVIDED.
17. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY FOR
DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA.
18. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR.
19. THE PROPERTY SELLER SHALL PUMP OUT BUILDING FUEL, GREASE TRAPS, AND WASTE OIL TANKS (IF ANY ARE ENCOUNTERED) AND REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY
AN APPROPRIATELY LICENSED WASTE OIL HANDLING CONTRACTOR IN STRICT ACCORDANCE WITH FEDERAL AND STATE REQUIREMENTS BEFORE CONSTRUCTION BEGINS.
20. THE CONTRACTOR SHALL PROPERLY AND LEGALLY DISPOSE OF ALL DEMOLITION DEBRIS OFF OF THE SITE.
UTILITIES TO BE REMOVED
PAVEMENT TO BE REMOVED
BUILDINGS TO BE REMOVED
DEMOLITION LEGEND
TREES TO BE REMOVED
Know what's below.
R
Call before you dig.
0 GRAPHIC SCALE
1 INCH = 30 FEET
15 603030 120
VICINITY MAP
SITE
US Hwy 421 N
MAMERS ROAD
NCSR 1265
COOL SPRINGS ROAD
DEMOLITION NOTES
STOP
IT'S THE LAW
CALL 1-800-632-4949
BEFORE YOU DIG
N.C. ONE-CALL CENTER
EROSION CONTROL NOTES:
AN EROSION AND SEDIMENTATION CONTROL PERMIT SHALL BE
REQUIRED BY NCDEQ PRIOR TO START OF CONSTRUCTION.
STREAM/WETLAND NOTE:
THERE ARE NO EXISTING STREAM/AND OR WETLAND FEATURES ON
THE PROPOSED PARCEL.FLOOD ZONE NOTE:
THE PROPERTY IS LOCATED IN FLOOD ZONE X AS SHOWN ON FEMA
FLOOD PANED 3720060000J, DATED OCTOBER 3, 2006. MAPS
SUBJECT TO CHANGE BY FEMA
SURVEY NOTE:
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION
TAKEN FROM A LAND SURVEY PREPARED BY: MCNEILL SURVEYING.
CAUTIONARY NOTE
UTILITY STATEMENT
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS DRAWING ARE
BASED ON ABOVE GROUND EVIDENCE OR INFORMATION GATHERED DURING THE FIELD SURVEY
PORTION OF THIS PROJECT. AS SUCH, THIS INFORMATION IS SPECULATIVE IN NATURE ONLY
AND SHOULD NOT BE CONSTRUED AS FACT. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
EXACT LOCATIONS OF THE UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR
PRIOR TO THE START OF ANY AND ALL CONSTRUCTION.
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE
UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES
CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
HYDTRACT # 1
0.247 ACRES
DONALD L. NORDON
ET-UX
PATRICIA G. MCKEE
DB.3669 PG. 195
PIN - 0610-87-8640
PID - 139691 0061
ZONING - RA-20R
35FT BUILDING S
E
T
B
A
C
K
15FT TYPE D BUF
F
E
R
15FT TYPE D BUFFER15FT TYPE A BUFFER 35FT BUILDING SETBACK25FT BUILDING SETBACK
50.00'
71.
8
5
'
R/W
R/W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/WR/WR/WR
/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WCONCRETE
DRIVEWAY
EXISTING
DWELLING
EXISTING
COMMERCIAL
BUILDING
EXISTING
ASPHALT
PARKING LOT
OHEOHEOHEOHEOHEOHEOHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHES 4
7
°
5
1
'
5
3
"
E
S 82°24'28" E
70.77'
S 82°24'28" E 165.
7
0
'
S 82°24'28" E 286.
4
7
'
S 82°24'28" E
50.00'N 01°05'14" W 217.24'N 81°34'39" W
S 89°53'20" W 296.24'S 89°53'20" W 133.80'S 89°53'20" W 162.44'S 05°12'32" E 138.46'N/F
ROUNDTREE LLC & MONTROSE PROPERTY LLC
DB. 3566 PG. 51
PIN - 0610-87-6690
ID - 139691 0030 04
ZONING - COMM
(RETAIL)
N/F
JAMES ROBERT WAGNER
DB. 3959 PG. 536
PIN - 0610-87-7464
PID - 139691 0030 02
ZONING - RA-20R
(SINGLE-FAMILY)N/F
JULIO CESAR YANES
DB. 3909 PG. 923
PIN - 0610-97-0423.000
PID - 130610 0102
ZONING - RA-30
(SINGLE-FAMILY)
US Highway 421
N
150' Public R/W
(55 MPH)421 Cool Springs RoadMamers RoadSR#126560' Public R/W150' R/WTRACT #2
0.585 ACRES
CEBCO CONSTRUCTION, INC
DB 848, PG 214
PIN - 0610-97-0587
PID - 130610 0088
ZONING - RA-30
TRACT #3
0.710 ACRES
PHILLIS B. THOMAS
DB 3860, PG 707
PIN - 0610-87-9549
PID - 130610 0089
ZONING - COMM
OVERALL PARCEL
67,173 SF (1.542 AC)
CONTROL CORNER
NIP
GPS COORDINATES
NC GRID NORTH
NAD 83-2011
N:607682.56'
E:2019109.50'
LAT:35.4197
LON:78.9359
Z.: 330.82'
NIP
ECM
EIP
CC
EIPEIP
EIP
CC
CC
30' DUKE ENERGY
EASEMENT
C
FO FO
C10FT TYPE C BUFFERHCHC40'± PAVEMENTDRIVEWAY
ASPHALT
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
19
141'76'10'9'9'SEPTIC &
REPAIR AREA
7
18'6'-6"
5'40'
10
3'-6"30'18'9'36'SEPTIC &
REPAIR AREA
SEPTIC &
REPAIR AREA
R25'
R30
'
INTERPARCEL
CONNECTION
100' LEFT-TURN
L
A
N
E
250' DECELERATI
O
N
T
A
P
E
R
220' DECELERAT
I
O
N
T
A
P
E
R
330' APPROACH
T
A
P
E
R
200' BAY TAPER
40'12'12'12'3
3
318'24'9'6'-6"5'8 2
11
11
11
14
14
14
TAPER
PAVEMENT
20
PROPOSED
TREELINE
5
1&7
1&7
4&5
5
4&5
12
13 6
10
16
17
R15'
R
1
2
'
R3'
R2'R3'R3
'
R15'R5'R25'R30'R55'R3'12'12'NCDOT
PAVEMENT
SECTION IN
R/W
TA36'±MATCH EXISTING
PAVEMENT
MATCH EXISTING
PAVEMENT
R
4
0
'R40'MATCH EXISTING
PAVEMENT
MATCH EXISTING
PAVEMENT
RELOCATE
SIGN
TA
TA
TA TV
TV
TD
TD
TI
TI
TI
TE
UC
UC
UC
UA
NCDOT
PAVEMENT
SECTION IN
R/W
10'x70' SIGHT
TRIANGLE
10'x70' SIGHT
TRIANGLE
EXISTING
TREES
STORMWATER
MANAGEMENT
EASEMENT
1
13
14
15
16
8
9
10
11
12
7
6
5
4
3
2
5
CONCRETE MONOLITHIC CURB/SIDEWALK - SEE DETAIL SHEET C-7
CONCRETE PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE
DETAIL SHEET C-7
EXPANSION AND CONTROL JOINTS - SEE DETAILS SHEET C-7
ASPHALT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE
DETAIL SHEET C-7
STANDARD DUTY PAVEMENT
HEAVY DUTY PAVEMENT
NCDOT PAVEMENT SECTION
HANDICAP PARKING SIGN - SEE DETAIL SHEET C-7
BOLLARD - SEE DETAIL SHEET C-8
CONCRETE LIGHT POLE BASE
CONCRETE SIDEWALK - SEE DETAIL SHEET C-7 FOR SIDEWALKS AROUND BUILDING.
DUMPSTER LAYOUT - SEE DETAIL SHEET C-8
6'-0" LONG CONCRETE WHEEL STOP, PINNED TO PAVEMENT - SEE DETAIL SHEET C-7.
LOCATE 2'-6" FROM FACE OF CURB OR SIDEWALK.
PYLON SIGN (UNDER SEPARATE PERMIT). MINIMUM 10' SETBACK FROM NCDOT
RIGHT-OF-WAY
4" WIDE PARKING STRIPE PAINTED YELLOW (TYP)
4" WIDE PARKING DIAGONAL STRIPES
CONCRETE HANDICAP RAMP - MAXIMUM SLOPE 1:12 (8.33%) (PER A.D.A. REQUIREMENTS)
ANY RAMPS LESS THAN 1:20 SHALL HAVE DETECTABLE WARNINGS AND CONTRASTING
COLOR. SEE DETAIL SHEET C-7.
NEW GRASS/LANDSCAPE AREA
CONCRETE CURB AND GUTTER - SEE DETAIL SHEET C-8 (NOT USED)
STOP SIGN - SEE DETAIL SHEET C-8
PAVEMENT MARKINGS - SEE DETAIL SHEET C-8
NEW CURB CUT, MATCH EXISTING EOP & APPROACH PER LOCAL CODES & SPECS.
(NOT USED)
DELIVERY DOOR ACCESS
CONCRETE FLUME - REFER TO DETAIL ON SHEET C-8 (NOT USED)
6' WOOD SCREEN FENCE - REFER TO DETAIL ON SHEET C-8 (NOT USED)
PROPOSED PARKING COUNT
17
18
19
20
21
22
KEYNOTES
VICINITY MAP
SITE
US Hwy 421 N
MAMERS ROAD
NCSR 1265
COOL SPRINGS ROAD
SIGN LEGEND
LEGEND QTY.
2
1
1. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS, FLAGMEN,
ETC. FOR MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY HARNETT COUNTY AND THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION. REFER TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD), LATEST EDITION, FOR DETAILS OF TRAFFIC CONTROL STANDARDS AND DEVICES.
2. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING
CONSTRUCTION.
3. APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
OWNERS.
4. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR.
5. NON-STANDARD ITEMS (I.E. PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A
RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
BEFORE INSTALLATION.
6. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESS OTHERWISE
NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE STRUCTURE.
7. EXISTING SITE CONDITIONS, GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM A SURVEY
PREPARED BY McNEILL SURVEYING.
8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION "STANDARD DETAILS AND SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION" AND APPLICABLE HARNETT COUNTY CODES AND ORDINANCES. THE CONTRACTOR SHALL
MAINTAIN A CURRENT EDITION OF THE STATE AND LOCAL CODES, ORDINANCES, STANDARD SPECIFICATION
AND STANDARD DETAILS ON THE PROJECT SITE FOR REFERENCE DURING CONSTRUCTION OF THE PROJECT.
9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL REPORT ANY
DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS THE OWNER OR OWNER'S
REPRESENTATIVE IMMEDIATELY. CONTRACTOR SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING WITH
WORK.
10. THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING
FEATURES AS NECESSARY.
11. THE CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK COAT IN
ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT.
12. THE CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS DAMAGED DURING
CONSTRUCTION BY THE CONTRACTOR, HIS SUBCONTRACTORS OR SUPPLIERS AT NO ADDITIONAL COST TO THE
OWNER.
13. ALL PAVEMENT JOINTS SHALL BE SAW-CUT PRIOR TO PAVING TO PROVIDE A DURABLE AND UNIFORM JOINT.
14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF TRUCK
DOCKS, EXIT DOORS, SIDEWALKS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE
LOCATIONS.
15. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES" OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN
FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON
GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
16. CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER LOCAL MUNICIPALITY AND ADA STANDARDS AT ALL
DRIVE AND BUILDING LOCATIONS AS REQUIRED.
17. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING
CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY
THE CONTRACTOR SHALL NOTIFY THE PUBLIC UTILITIES DEPARTMENTS FOR PROPER IDENTIFICATION OF
EXISTING UTILITIES WITHIN THE PROJECT SITE.
18. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY OWNER/DOLLAR GENERAL OF ANY UNACCEPTABLE
AREAS.
19. THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND
UTILITIES AND STORM DRAINAGE) TO OWNER/DOLLAR GENERAL PRIOR TO COMPLETION OF CONSTRUCTION
GENERAL NOTES
TOTAL IMPERVIOUS AREA
BUILDINGS
PAVEMENT
0.24
ACRE(S)
ACRE(S)
ACRE(S)% OF AREA
IMPERVIOUS AREA SUMMARY
SIDEWALK ACRE(S)
10,640
SF
SF
SF
SF
GREEN/OPEN SPACE ACRE(S)SF
ON-SITE AREA = 67,173 SF (1.54 AC)
0.6226,733
0.062,748
15.84
39.80
4.09
0.9240,121 59.73
0.6227,052 40.27
INCREASE IN IMPERVIOUS AREA:ACRE(S)SF 0.9240,121
% OF AREA
% OF AREA
% OF AREA
% OF AREA
THE DISTRICT OFFICE OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) MUST BE NOTIFIED
AT LEAST 24 HOURS PRIOR TO CONSTRUCTION.
TRAFFIC MUST BE MAINTAINED AT ALL TIMES AND TRAFFIC CONTROL MUST COMPLY WITH THE MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND WITH THE CURRENT EDITION OF THE NCDOT STANDARDS AND
SPECIFICATIONS.
ALL LANES OF TRAFFIC ARE TO BE OPEN DURING THE HOURS OF 6:00 AM TO 9:00 AM AND FROM 4:00 PM TO 6:00 PM.
A MINIMUM OF ONE 12-FOOT LANE SHALL BE MAINTAINED AT ALL TIMES.
ALL ROADWAY SIGNS WHICH ARE TO BE REMOVED DURING CONSTRUCTION ARE TO BE REINSTALLED AS SOON AS
POSSIBLE.
DURING NON-WORKING HOURS, EQUIPMENT IS TO BE PARKED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
AND BE PROPERLY BARRICADED IN ORDER TO PREVENT ANY EQUIPMENT OBSTRUCTION WITHIN THE TRAVEL LANE.
ALL CONTRACTORS DOING WORK WITHIN STATE RIGHT OF WAY ARE TO HAVE A COPY OF THESE PLANS ON THE JOB
SITE.
WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 5' OF AN OPEN TRAVEL LANE, THE CONTRACTOR SHALL CLOSE
THE OPEN TRAVEL LANE ADJACENT TO THE WORK AREA USING APPROPRIATE TRAFFIC CONTROL MEANS AND
METHODS UNLESS WORK IN THAT AREA IS PROTECTED BY BARRIER OR GUARDRAIL.
THE CONTRACTOR SHALL NOT WORK SIMULTANEOUSLY ON BOTH SIDES OF AN OPEN TRAVEL WAY WITHIN THE
SAME LOCATION ON A TWO-LANE, TWO-WAY ROAD.
THE MAXIMUM LENGTH OF A LANE CLOSURE ON THE PROJECT SHALL BE ONE MILE, MEASURED FROM THE
BEGINNING OF THE MERGE TAPER TO THE END OF THE LANE CLOSURE.
THE CONTRACTOR SHALL BACKFILL AT 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN
AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS A DROP-OFF OF MORE THAN 3".
WHEN BACKFILL IS REQUIRED, IT SHALL BE AT NO EXPENSE TO THE OWNER.
THE MAXIMUM DIFFERENCE IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC SHALL BE 2".
WHEN LANE CLOSURES ARE NOT IN EFFECT, CHANNELIZING DEVICES IN WORK AREAS SHALL BE SPACED NO
GREATER THAN TWICE THE POSTED SPEED LIMIT, EXCEPT 10' ON-CENTER IN RADII, AND SHALL BE SET 3' OFF THE
EDGE OF AN OPEN TRAVELWAY.
DURING INSTALLATION, PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. BE INSTALLED TO ENSURE PUBLIC SAFETY
IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND
SPECIFICATIONS
ALL DISTURBED AREAS ARE TO BE FULLY RESTORED TO NCDOT MINIMUM ROADWAY STANDARDS.
MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE NCDOT ROADWAY STANDARDS AND SPECIFICATIONS
(LATEST EDITION).
TRAFFIC CONTROL NOTES
DG#23680-US 421 N. Harnett County___ US Highway 421 NLillington, NC Harnett CountyRHETSON COMPANIES, INC.
ATTN. JOHN PARKER
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
(910) 944-0881
john@rhetson.com
OWNER/DEVELOPER:
Sheet No.
TitleNo.DateREVISIONSDesc.Drawn
Rhetson Project#Checked
Project No. Initial Date
This document, together with the
concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared.
Reuse of and improper reliance on this
document without written
authorization and adaptation by
Bowman North Carolina, Ltd. shall be
without liability to Bowman North
Carolina, Ltd.
058004February 28, 2022
21103Bowman North Carolina Ltd.bowman.comF-14454006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C-3
SITE PLAN
YELLOW CURBING
AND BOLLARDS -
PARKING LOT
STRIPING LEGEND
SURFACES SHOULD BE CLEAN, DRY AND
METAL SURFACES FREE OF HEAVY RUST
2 COATS SHERWIN WILLIAMS - KEM 4000
ACRYLIC ALKYD ENAMEL SAFETY
YELLOW B55Y300
STRIPING -
PARKING LOT
SURFACES SHOULD BE CLEAN, DRY.
TOP COAT SHERWIN WILLIAMS - PRO
MAR TRAFFIC MARKING PAINT YELLOW
HANDICAP
STRIPING -
PARKING LOT
SURFACES SHOULD BE CLEAN, DRY.
TOP COAT SHERWIN WILLIAMS - PRO
MAR TRAFFIC MARKING PAINT "H.C."
BLUE
1. Property line and right-of-way monuments shall not be disturbed by
construction. If disturbed, they shall be reset to their original locations
at the Contractor's expense by a Registered Land Surveyor.
2. Proof Roll Building and all parking areas. Notify Owner of any
unacceptable areas.
3. Building dimensions shown on the Civil Engineering Plans are for
reference purposes only, Contractor shall use the Architectural and
Structural Plans for exact Building dimensions.
4. All site dimensions are referenced to the back of curb or edge of
paving unless otherwise noted.
5. All sidewalks, curb and gutter, street paving, curb cuts, driveway
approaches, handicap ramps, etc. constructed outside the property line
in the right-of-way shall conform to all municipal and/or State
specifications and requirements.
6. All disturbance incurred to any adjoining property due to
construction or demolition shall be restored to the previous condition
or better, and to the satisfaction of the City or State Authority.
GENERAL NOTES
LIGHTING SHALL BE LOCATED IN SUCH A MANNER AS TO
PREVENT DIRECT GLARE AND LIGHTING ONTO ADJACENT
PROPERTY OR INTO THE PUBLIC RIGHT(S)-OF-WAY. ALL FLOOD
LIGHTS SHALL BE INSTALLED SUCH THAT THE FIXTURE SHALL
BE AIMED DOWN AT LEAST 45 DEGREES FROM VERTICAL.
LIGHTING NOTE
HOURS OF OPERATION: 7 DAYS PER WEEKS, 8AM - 10PM
DOLLAR GENERAL WILL BE RESPONSIBLE FOR MAINTENANCE
OF THE PARKING AREAS, DRIVE AISLES, AND ALL LANDSCAPE
BUFFERING
HARNETT COUNTY NOTES
0 GRAPHIC SCALE
1 INCH = 30 FEET
15 603030 120
HYD35FT BUILDING S
E
T
B
A
C
K
15FT TYPE D BUF
F
E
R
15FT TYPE D BUFFER15FT TYPE A BUFFER 35FT BUILDING SETBACK25FT BUILDING SETBACK
50.00'
71.
8
5
'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/WR/WR/WR
/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WCONCRETE
DRIVEWAY
EXISTING
DWELLING
OHEOHEOHEOHEOHEOHEOHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHES 4
7
°
5
1
'
5
3
"
E
S 82°24'28" E
70.77'
S 82°24'28" E 165.
7
0
'
S 82°24'28" E 286.
4
7
'
S 82°24'28" E
50.00'
N 81°34'39" W
S 89°53'20" W 296.24'S 89°53'20" W 133.80'S 89°53'20" W 162.44'S 05°12'32" E 138.46'N/F
JAMES ROBERT WAGNER
DB. 3959 PG. 536
PIN - 0610-87-7464
PID - 139691 0030 02
ZONING - RA-20R
(SINGLE-FAMILY)N/F
JULIO CESAR YANES
DB. 3909 PG. 923
PIN - 0610-97-0423.000
PID - 130610 0102
ZONING - RA-30
(SINGLE-FAMILY)
US Highway 421
N
150' Public R/W
(55 MPH)421 Cool Springs RoadMamers RoadSR#126560' Public R/W150' R/WTRACT #2
0.585 ACRES
CEBCO CONSTRUCTION, INC
DB 848, PG 214
PIN - 0610-97-0587
PID - 130610 0088
ZONING - RA-30
TRACT #3
0.710 ACRES
PHILLIS B. THOMAS
DB 3860, PG 707
PIN - 0610-87-9549
PID - 130610 0089
ZONING - COMM
OVERALL PARCEL
67,173 SF (1.542 AC)
CONTROL CORNER
NIP
GPS COORDINATES
NC GRID NORTH
NAD 83-2011
N:607682.56'
E:2019109.50'
LAT:35.4197
LON:78.9359
Z.: 330.82'
NIP
ECM
EIP
CC
EIP
CC
CC
30' DUKE ENERGY
EASEMENT
C
FO FO
CHCHC40'± PAVEMENTDRIVEWAY
ASPHALT
DRIVEWAY
ASPHALT
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHEOHEOHEOHEOHE19
141'76'10'9'9'SEPTIC &
REPAIR AREA
7
18'6'-6"
5'40'
10
3'-6"30'18'9'36'R25'
R30
'
100' LEFT-TURN
L
A
N
E
250' DECELERATI
O
N
T
A
P
E
R
220' DECELERAT
I
O
N
T
A
P
E
R
330' APPROACH
T
A
P
E
R
200' BAY TAPER
40'12'12'12'3
3
318'24'9'6'-6"5'8 2
11
11
11
14
14
14
TAPER
PAVEMENT
20
PROPOSED
TREELINE
5
1&7
1&7
4&5
5
4&5
12
13 6
10
16
17
R15'
R
1
2
'
R3'
R2'
R3
'R3
'
R15'R5'R25'R30'R55'R3'12'12'NCDOT
PAVEMENT
SECTION IN
R/W
TA36'±MATCH EXISTING
PAVEMENT
MATCH EXISTING
PAVEMENT
R
4
0
'R40'MATCH EXISTING
PAVEMENT
MATCH EXISTING
PAVEMENT
MATCH EXISTING
PAVEMENT
RELOCATE
SIGN
TA
TA
TA TV
TV
TD
TD
TI
TI
TI
TE
UC
UC
UC
UA
NCDOT
PAVEMENT
SECTION IN
R/W
10'x70' SIGHT
TRIANGLE
10'x70' SIGHT
TRIANGLE
STORMWATER
MANAGEMENT
EASEMENT
VICINITY MAP
SITE
US Hwy 421 N
MAMERS ROAD
NCSR 1265
COOL SPRINGS ROAD
THE DISTRICT OFFICE OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) MUST BE NOTIFIED
AT LEAST 24 HOURS PRIOR TO CONSTRUCTION.
TRAFFIC MUST BE MAINTAINED AT ALL TIMES AND TRAFFIC CONTROL MUST COMPLY WITH THE MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND WITH THE CURRENT EDITION OF THE NCDOT STANDARDS AND
SPECIFICATIONS.
ALL LANES OF TRAFFIC ARE TO BE OPEN DURING THE HOURS OF 6:00 AM TO 9:00 AM AND FROM 4:00 PM TO 6:00 PM.
A MINIMUM OF ONE 12-FOOT LANE SHALL BE MAINTAINED AT ALL TIMES.
ALL ROADWAY SIGNS WHICH ARE TO BE REMOVED DURING CONSTRUCTION ARE TO BE REINSTALLED AS SOON AS
POSSIBLE.
DURING NON-WORKING HOURS, EQUIPMENT IS TO BE PARKED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
AND BE PROPERLY BARRICADED IN ORDER TO PREVENT ANY EQUIPMENT OBSTRUCTION WITHIN THE TRAVEL LANE.
ALL CONTRACTORS DOING WORK WITHIN STATE RIGHT OF WAY ARE TO HAVE A COPY OF THESE PLANS ON THE JOB
SITE.
WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 5' OF AN OPEN TRAVEL LANE, THE CONTRACTOR SHALL CLOSE
THE OPEN TRAVEL LANE ADJACENT TO THE WORK AREA USING APPROPRIATE TRAFFIC CONTROL MEANS AND
METHODS UNLESS WORK IN THAT AREA IS PROTECTED BY BARRIER OR GUARDRAIL.
THE CONTRACTOR SHALL NOT WORK SIMULTANEOUSLY ON BOTH SIDES OF AN OPEN TRAVEL WAY WITHIN THE
SAME LOCATION ON A TWO-LANE, TWO-WAY ROAD.
THE MAXIMUM LENGTH OF A LANE CLOSURE ON THE PROJECT SHALL BE ONE MILE, MEASURED FROM THE
BEGINNING OF THE MERGE TAPER TO THE END OF THE LANE CLOSURE.
THE CONTRACTOR SHALL BACKFILL AT 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN
AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS A DROP-OFF OF MORE THAN 3".
WHEN BACKFILL IS REQUIRED, IT SHALL BE AT NO EXPENSE TO THE OWNER.
THE MAXIMUM DIFFERENCE IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC SHALL BE 2".
WHEN LANE CLOSURES ARE NOT IN EFFECT, CHANNELIZING DEVICES IN WORK AREAS SHALL BE SPACED NO
GREATER THAN TWICE THE POSTED SPEED LIMIT, EXCEPT 10' ON-CENTER IN RADII, AND SHALL BE SET 3' OFF THE
EDGE OF AN OPEN TRAVELWAY.
DURING INSTALLATION, PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. BE INSTALLED TO ENSURE PUBLIC SAFETY
IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND
SPECIFICATIONS
ALL DISTURBED AREAS ARE TO BE FULLY RESTORED TO NCDOT MINIMUM ROADWAY STANDARDS.
MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE NCDOT ROADWAY STANDARDS AND SPECIFICATIONS
(LATEST EDITION).
TRAFFIC CONTROL NOTES
NCDOT STD DETAIL 1205.01
NCDOT STD DETAIL 1205.08
NCDOT STD DETAIL 1205.01
NCDOT STD DETAIL 1205.01
NCDOT STD DETAIL 1205.01
NCDOT STD DETAIL 1205.09
YELLOW DIAGONAL LINES (4",90MIL)
RIGHT TURN LANE ARROW (90MIL)
DOUBLE YELLOW CENTERLINE (4",90MIL)
3' YELLOW MINI-SKIP LINES (4",90MIL)
YELLOW LANE LINE(4",90MIL)
WHITE EDGE LINE (4",90MIL)
PAVEMENT MARKING SCHEDULE
ALL PERMANENT PAVEMENT MARKINGS SHALL BE THERMOPLASTIC
PER NCDOT REQUIREMENTS
CONTRACTOR TO INSTALL MARKINGS PER NCDOT STANDARD MANUALS
AND LOCATIONS TO BE COORDINATED WITH THESE DEPARTMENTS
PRIOR TO FINAL INSTALLATION.
NCDOT STD DETAIL 1205.01
YELLOW SKIP CENTER LINES (4",90MIL)
NCDOT STD DETAIL 1205.01
STOP BAR (24",90MIL)
NCDOT STD DETAIL 1205.08 (THIS SHEET)
12" YIELD LINE SYMBOL (90MIL)
NCDOT STD DETAIL 1205.08
LEFT TURN LANE ARROW (90MIL)
NCDOT STD DETAIL 1205.08
COMBO LEFT/STRAIGHT TURN LANE ARROW (90MIL)
NCDOT STD DETAIL 1205.08
COMBO RIGHT/STRAIGHT TURN LANE ARROW (90MIL)
NCDOT STD DETAIL 1205.01
3' WHITE MINI-SKIP LINE (4",90MIL)
NCDOT STD DETAIL 1205.01
WHITE SOLID LANE LINE (4",90MIL)
200.02 METHOD OF CLEARING - METHOD II
225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY & LOCAL
300.01 METHOD OF PIPE INSTALLATION - METHOD "A"
840.71 CONCRETE AND BRICK PIPE PLUG
846.01 CONCRETE CURB, GUTTER AND CURB & GUTTER
848.01 CONCRETE SIDEWALK
848.05 WHEELCHAIR RAMP - CURB CUT
852.01 CONCRETE ISLANDS
876.02 GUIDE FOR RIP RAP AT PIPE OUTLETS
1101.01 WORK ZONE ADVANCE WARNING SIGNS
1101.02 TEMPORARY LANE CLOSURES
1101.04 TEMPORARY SHOULDER CLOSURES
1101.05 WORK ZONE VEHICLE ACCESSES
1101.11 TRAFFIC CONTROL DESIGN TABLES
1110.02 PORTABLE WORK ZONE SIGNS - MOUNTING HEIGHT & LATERAL CLEARANCE
1115.01 FLASHING ARROW PANELS
1130.01 DRUMS
1135.01 CONES
1145.01 BARRICADES - TYPES I, II, III AND PERMANENT
1150.01 FLAGGERS
1205.01 PAVEMENT MARKINGS - LINE TYPES & OFFSETS
1205.02 PAVEMENT MARKINGS - DIVIDED & UNDIVIDED ROADWAYS
1205.04 PAVEMENT MARKINGS - INTERSECTIONS
1205.05 PAVEMENT MARKINGS TURN LANES
NCDOT ROADWAY STANDARD DRAWINGS TO REFERENCE
TA
TI
TH
TD
TE
UA
UB
UD
UE
TV
T9
TF
T2
I
NCDOT STD DETAIL 1205.01
10' WHITE SKIP LINE (4",90MIL)TC
NCDOT STD DETAIL 1205.08
STRAIGHT ARROW (90MIL)UC
DG#23680-US 421 N. Harnett County___ US Highway 421 NLillington, NC Harnett CountyRHETSON COMPANIES, INC.
ATTN. JOHN PARKER
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
(910) 944-0881
john@rhetson.com
OWNER/DEVELOPER:
Sheet No.
TitleNo.DateREVISIONSDesc.Drawn
Rhetson Project#Checked
Project No. Initial Date
This document, together with the
concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared.
Reuse of and improper reliance on this
document without written
authorization and adaptation by
Bowman North Carolina, Ltd. shall be
without liability to Bowman North
Carolina, Ltd.
058004February 28, 2022
21103Bowman North Carolina Ltd.bowman.comF-14454006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C-3A
ROADWAY
IMPROVEMENT
PLAN
NCDOT PAVEMENT SECTION
SCALE: NOT TO SCALE
MATERIALS AND CONSTRUCTION REQUIREMENTS PER THE NORTH CAROLINADEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITION
VARIES
EX. EDGEOF PAVE.SAW CUT AT
JOINTS (TYP.)
EXISTING PAVEMENT
3:1
3:1
CL
VARIES
VARIES
MATCH EXIST.
GRADE
VARIES VARIES
2:1
VARIES
4' GRASS SHOULDER
AT 1"/1'
4' GRASS SHOULDERAT 1"/1'2:13:1
3:1
EX. EDGEOF PAVE.OF PAVE.PROP. EDGER/WR/WMATCH EXIST.GRADE
SAW CUT AT
JOINTS (TYP.)
PROVIDE SMOOTH TRANSITIONFROM EXISTING PAVEMENT TONEW WIDENINGPROVIDE SMOOTH TRANSITIONFROM EXISTING PAVEMENT TONEW WIDENING
WHITE LINEWHITE LINE2' PAVED SHOULDEROF PAVE.PROP. EDGE2' PAVED SHOULDER
6"
2:1 2:13.0" ASPHALT WEARING COURSE (S9.5C)
4.0" ASPHALT BINDER COURSE (I19.0C)
10" COMPACTED AGGREGATE BASE OR
5" ASPHALT BASE COURSE (B25.0C) WHEN WIDENING AREAS LESS
THAN 6' IN WIDTH
COMPACTED SUB GRADE
6"
1.5" S9.5C OVERLAY
(ENTIRE AREA OF
WIDENING)
1:
11:120FT 20FT
36FT
0 GRAPHIC SCALE
1 INCH = 30 FEET
15 603030 120
HYD50.00'
71.
8
5
'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/WR/WR/WR
/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WCONCRETE
DRIVEWAY
EXISTING
DWELLING
OHEOHEOHEOHEOHEOHEOHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHES 4
7
°
5
1
'
5
3
"
E
S 82°24'28" E
70.77'
S 82°24'28" E 165.
7
0
'
S 82°24'28" E 286.
4
7
'
S 82°24'28" E
50.00'
N 81°34'39" W
S 89°53'20" W 296.24'S 89°53'20" W 133.80'S 89°53'20" W 162.44'S 05°12'32" E 138.46'N/F
JAMES ROBERT WAGNER
DB. 3959 PG. 536
PIN - 0610-87-7464
PID - 139691 0030 02
ZONING - RA-20R
(SINGLE-FAMILY)N/F
JULIO CESAR YANES
DB. 3909 PG. 923
PIN - 0610-97-0423.000
PID - 130610 0102
ZONING - RA-30
(SINGLE-FAMILY)
346
345
345 3403353343303303303
3
0
340
335
US Highway 421
N
150' Public R/W
(55 MPH)421 Cool Springs RoadMamers RoadSR#126560' Public R/W150' R/WTRACT #2
0.585 ACRES
CEBCO CONSTRUCTION, INC
DB 848, PG 214
PIN - 0610-97-0587
PID - 130610 0088
ZONING - RA-30
TRACT #3
0.710 ACRES
PHILLIS B. THOMAS
DB 3860, PG 707
PIN - 0610-87-9549
PID - 130610 0089
ZONING - COMM
OVERALL PARCEL
67,173 SF (1.542 AC)
CONTROL CORNER
NIP
GPS COORDINATES
NC GRID NORTH
NAD 83-2011
N:607682.56'
E:2019109.50'
LAT:35.4197
LON:78.9359
Z.: 330.82'
NIP
ECM
EIP
CC
EIP
CC
CC
30' DUKE ENERGY
EASEMENT
C
FO FO
CHCHC40'± PAVEMENTDRIVEWAY
ASPHALT
DRIVEWAY
ASPHALT
330325
320
315320
315
325
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHEOHEOHEOHEOHEVICINITY MAP
SITE
US Hwy 421 N
MAMERS ROAD
NCSR 1265
COOL SPRINGS ROAD
DG#23680-US 421 N. Harnett County___ US Highway 421 NLillington, NC Harnett CountyRHETSON COMPANIES, INC.
ATTN. JOHN PARKER
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
(910) 944-0881
john@rhetson.com
OWNER/DEVELOPER:
Sheet No.
TitleNo.DateREVISIONSDesc.Drawn
Rhetson Project#Checked
Project No. Initial Date
This document, together with the
concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared.
Reuse of and improper reliance on this
document without written
authorization and adaptation by
Bowman North Carolina, Ltd. shall be
without liability to Bowman North
Carolina, Ltd.
058004February 28, 2022
21103Bowman North Carolina Ltd.bowman.comF-14454006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C-3B
ROADWAY
IMPROVEMENT
PLAN
0 GRAPHIC SCALE
1 INCH = 30 FEET
15 603030 120
HYD18" RCP
INV=324.11
TRACT # 1
0.247 ACRES
DONALD L. NORDON
ET-UX
PATRICIA G. MCKEE
DB.3669 PG. 195
PIN - 0610-87-8640
PID - 139691 0061
ZONING - RA-20R
15FT TYPE D BUFF
E
R
15FT TYPE D BUFFER
15FT TYPE A BUFFER
50.00'
71.
8
5
'
R/W
R/W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/WR/WR/WR/WR/WR/W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WWM
WM
WM WM
WM
WM
WM
WM
WM
WM
WM
WM WM
WM
WM WM
WM WM WM
WM WM
WM WM
WM
WM WM
WM WM
WM
WM
WM
WM
WM
WM WM
CONCRETE
DRIVEWAY
EXISTING
DWELLING
EXISTING
COMMERCIAL
BUILDING
EXISTING
ASPHALT
PARKING LOT WMWMWMWMWMWMWMWMWMWMWMWMOHEOHEOHEOHEOHEOHEOHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWMWM
WM
WM
WM WM
WM
WM
WM WM WM WM WM WM WM WM WM WM
WM
W
M
WMWMWMWMWMWM WM
S 4
7
°
5
1
'
5
3
"
E
S 82°24'28" E
70.77'
S 82°24'28" E 165.
7
0
'
S 82°24'28" E 286.
4
7
'
S 82°24'28" E
50.00'N 01°05'14" W 217.24'N 81°34'39" W
S 89°53'20" W 296.24'S 89°53'20" W 133.80'S 89°53'20" W 162.44'S 05°12'32" E 138.46'N/F
ROUNDTREE LLC & MONTROSE PROPERTY LLC
DB. 3566 PG. 51
PIN - 0610-87-6690
ID - 139691 0030 04
ZONING - COMM
(RETAIL)
N/F
JAMES ROBERT WAGNER
DB. 3959 PG. 536
PIN - 0610-87-7464
PID - 139691 0030 02
ZONING - RA-20R
(SINGLE-FAMILY)N/F
JULIO CESAR YANES
DB. 3909 PG. 923
PIN - 0610-97-0423.000
PID - 130610 0102
ZONING - RA-30
(SINGLE-FAMILY)
346
345
345 3403353343303303303
3
0
327
330
335340
340
335
US Highway 421
N
150' Public R/W
(55 MPH)421 Cool Springs RoadMamers RoadSR#126560' Public R/W150' R/WTRACT #2
0.585 ACRES
CEBCO CONSTRUCTION, INC
DB 848, PG 214
PIN - 0610-97-0587
PID - 130610 0088
ZONING - RA-30
TRACT #3
0.710 ACRES
PHILLIS B. THOMAS
DB 3860, PG 707
PIN - 0610-87-9549
PID - 130610 0089
ZONING - COMM
OVERALL PARCEL
67,173 SF (1.542 AC)
CONTROL CORNER
NIP
GPS COORDINATES
NC GRID NORTH
NAD 83-2011
N:607682.56'
E:2019109.50'
LAT:35.4197
LON:78.9359
Z.: 330.82'
NIP
ECM
EIP
CC
EIPEIP
EIP
CC
CC
30' DUKE ENERGY
EASEMENTWMWMWM
WM
WM WMWM18" RCP
INV=324.51
C
FO FO
C10FT TYPE C BUFFERHCHC40'± PAVEMENTRLRLRLRLRLRL18"
R
C
P
18" R
CP
330325
325
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
18" RCP
INV=323.49
RLRLRLRLRLRLLODLODLODLODLODLODLOD LOD LOD
LOD LODLODLOD LOD
LODLOD
LODLODLOD LOD LOD LODLODLODLODLOD LOD LOD LOD LOD
LOD
LODLODLODLODLODLODLOD
LOD
LO
D LODLODLODLODLO
D
LODLODLODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LOD
LOD LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODW
W
W
W
W
W
W
W WVBPFFE=338.0
338.0(TS)
338.0(TS)
338.0(TS)
337.9(TS)
SIDEWALK
FLUSH WITH
PAVEMENT
337.03(TP)
337.4(TP)
336.88(TP)
336.88(TP)
337.9(TS)CATCH BASIN
RIM=335.7
INV=330.4
337.5(GR)
337.5(GR)
CONNECT ROOF
DRAIN TO
UNDERGROUND
TANK (TYP)
ROOF
DRAIN
(TYP)
337.8(TS)
337.3(TP)
337.6(TP)
MATCH
EXISTING
PAVEMENT
333.9(TC)
333.4(TP)
336.6(TC)
336.1(TP)
337.8(TS)
337.3(TP)
337.9(TS)
337.8(TS)
337.3(TP)
336.7(TC)
336.2(TP)
337.0(TC)
336.5(TP)
336.7(TC)
336.2(TP)
337.0(TC)
336.5(TP)
337.5(TC)
337.0(TP)
337.8(TS)
337.3(TP)
337.1(TC)
336.6(TP)
CATCH BASIN
RIM=335.6
INV=332.4
337.7(TS)
337.2(TP)
337.5(TC)
337.0(TP)
337.0(TC)
336.5(TP)
337.3(TC)
336.8(TP)
17'-24" HDPE
@ 0.59%CATCH BASIN
RIM=335.7
INV=332.4
337.8(TS)
331.0(EX.TP)
332.0(EX.TP)
333.0(EX.TP)
334.0(EX.TP)
337.5(TC)
337.0(TP)
STORMFILTER REFER TO
DETAILS ON SHEET C-10B
CATCH BASIN
RIM=332.9
INV=330.8
CATCH BASIN
RIM=333.7
INV=331.6
STORMFILTER
RIM=336.6
INV.IN=330.0
INV.OUT=329.4
30'-15" HDPE
@ 2.67%
73'-15" HDPE
@ 0.55%
54'-15" HDPE
@ 0.56%
INV=330.1
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
UNDERGROUND
STORMWATER
DETENTION SYSTEM
SEE SHEET C-10A
INV=329.3
INV=332.0
INV=329.0
77'-15" HDPE
RCP @ 3.90%
330.0(EX.TP)
MIN. SLOPE
0.5%
3'-15" HDPE
@ 6.67%
INV=332.2
3'-15" HDPE
@ 6.67%
INV=332.2
1. A MINIMUM GRADE OF 0.50 % SHALL BE MAINTAINED ON ALL PIPES, UNLESS OTHERWISE NOTED.
2. PIPE LENGTHS AND SLOPES INDICATED ON THE PLANS ARE APPROXIMATE ONLY.
3. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS
IN ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN
APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT
ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.
D. MATERIAL USED FOR BACK-FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO
MINIMIZE EROSION AND PROMOTE STABILIZATION.
E. RESTABALIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT
CONTROL REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
4. CATCH BASINS, MANHOLES, FRAMES, GRATES, ETC. SHALL MEET THE REQUIREMENTS OF THE LATEST
EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS.
REFERENCE THE FOLLOWING STANDARD DETAILS:
840.02 - CONCRETE CATCH BASIN 840.03 - FRAME, GRATES, AND HOOD FOR CATCH BASINS
840.14 - CONCRETE DROP INLET 840.04 - CONCRETE OPEN THROAT CATCH BASIN
840.14 - CONCRETE DROP INLET 840.16 - DROP INLET FRAME AND GRATES
840.31 - CONCRETE JUNCTION BOX 840.36 - TRAFFIC BEARING GRATED DROP INLET
840.52 - PRECAST MANHOLE 840.45 - PRECAST DRAINAGE STRUCTURE
838.80 - PRECAST CONCRETE ENDWALL
5. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER
ACCURATE METHOD.
6. STORM PIPE SHALL BE AS FOLLOW UNLESS OTHERWISE NOTED:
TYPE 1: RCP, CLASS III PER ASTM C-76, WITH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS.
TYPE 2: HIGH DENSITY POLYETHYLENE PIPE (HDPE) - AASHTO DESIGNATION M252 TYPE S, M294 TYPE
S AND MP7-97 TYPE S, SMOOTH INTERIOR/ANNULAR EXTERIOR. ONLY PERMITTED WHEN
SPECIFICALLY INDICATED ON THE CONSTRUCTION DRAWINGS. PIPE SHALL BE INSTALLED IN
ACCORDANCE WITH PIPE MANUFACTURER'S INSTALLATION GUIDELINES. PIPE JOINTS AND FITTINGS
SHALL BE WATERTIGHT.
7. ALL STORM DRAINAGE WITHIN THE PUBLIC ROADS SHALL BE CLASS III REINFORCED CONCRETE PIPE
UNLESS OTHERWISE NOTED.
8. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO
BE CLEANED OUT TO REMOVE SILT AND DEBRIS.
9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS
NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS
WATERTIGHT.
11. PRECAST STRUCTURES MAYBE USED AT CONTRACTORS OPTION.
12. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE
TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH
GRADE. LIDS SHALL BE LABELED "STORM SEWER".
13. STRUCTURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AS
NECESSARY.
14. RIM ELEVATIONS AS NOTED ARE TO THE GUTTER FLOW LINE.
Know what's below.
R
Call before you dig.
0 GRAPHIC SCALE
1 INCH = 30 FEET
15 603030 120
1. REFER TO THE SITE PLAN FOR RELATED NOTES.
2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL
CONTRACTOR PRIOR TO GROUND BREAKING.
4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN
ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION
PRIOR TO PROCEEDING.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND
SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION.
6. THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING
GRADE.
7. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL
SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS.
8. THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED
ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH
CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS
CONTRACT.
9. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW
ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET OVERLAND.
10. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN, IS SUBJECT
TO A FINE.
11. GRADING WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE.
12. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO
ACHIEVE EROSION CONTROL ON DENUDED AREAS AND ESPECIALLY WHEN THE CONSTRUCTION
SEQUENCE REQUIRES IT.
13. ALL GRADED SLOPES ARE TO BE SEEDED OR LANDSCAPED WITHIN 15 DAYS OF COMPLETION OF GRADING.
ALL REMAINING AREAS ARE TO BE SEEDED WITHIN 30 DAYS.
14. EXISTING GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM FIELD RUN SURVEY.
15. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING NECESSARY TO
CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS.
16. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING,
BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE, AND
LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE
DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE DESIGN(S) TO INSTALL
SAID ITEMS.
17. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATION, ELEVATION, AND
DIMENSIONS OF EXIT DOORS, RAMPS, BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY
ENTRANCE LOCATIONS.
18. ALL FILL MATERIALS, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND UTILITY STRUCTURES,
TOPSOIL, AND ANY OTHER DELETERIOUS MATERIALS SHALL BE COMPLETELY REMOVED FROM
WITHIN THE BEARING ZONE BELOW THE STRUCTURE.
19. ALL FOUNDATION EXCAVATION SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE
TO DETERMINE WHETHER UNSUITABLE MATERIAL MUST BE REMOVED. ALL UNDESIREABLE
MATERIAL SHALL BE REMOVED, BACKFILLED AND COMPACTED AS REQUIRED BY THE GEOTECHNICAL
REPRESENTATIVE.
20. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED OR DEPICTED.
21. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S
PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
22. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT
AND CONTINUOUS GRADE.
23. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND
PAVED AREAS.
24. ALL UNSURFACED AREAS DISTRURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL
CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER.
25. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO
SAME.
DRAINAGE NOTES
GRADING NOTES
STOP
IT'S THE LAW
CALL 1-800-632-4949
BEFORE YOU DIG
N.C. ONE-CALL CENTER
DG#23680-US 421 N. Harnett County___ US Highway 421 NLillington, NC Harnett CountyRHETSON COMPANIES, INC.
ATTN. JOHN PARKER
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
(910) 944-0881
john@rhetson.com
OWNER/DEVELOPER:
Sheet No.
TitleNo.DateREVISIONSDesc.Drawn
Rhetson Project#Checked
Project No. Initial Date
This document, together with the
concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared.
Reuse of and improper reliance on this
document without written
authorization and adaptation by
Bowman North Carolina, Ltd. shall be
without liability to Bowman North
Carolina, Ltd.
058004February 28, 2022
21103Bowman North Carolina Ltd.bowman.comF-14454006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C-4
GRADING &
DRAINAGE
PLAN
N.T.S.
DOWNSPOUT DETAILPIPE SHALL BE SCHEDULE ALL DOWNSPOUT COLLECTOR NOTE:
45° Bend8"
Downspout
Transition Boot
12" Maximum
Refer to drainage plan
for size of storm sewer
8" on 1.00% Min. Slope
Wire screen for rodents
Proposed Grade
40 PVC OR HDPE1
..........FLOW DIRECTION ARROW
GR..........GROUND
TP..........TOP OF PAVEMENT
GT..........GUTTER FLOW LINE
TC..........TOP OF CURB
TW..........TOP OF WALL
BW..........BOTTOM OF WALL
CB..........CATCH BASIN
GI............GRATE INLET
FES..........FLARED END SECTION
YI............YARD INLET
TS..........TOP OF SIDEWALK
LEGEND
EROSION CONTROL NOTES:
AN EROSION AND SEDIMENTATION CONTROL PERMIT SHALL BE
REQUIRED BY NCDEQ PRIOR TO START OF CONSTRUCTION.
STREAM/WETLAND NOTE:
THERE ARE NO EXISTING STREAM/AND OR WETLAND FEATURES ON
THE PROPOSED PARCEL.
FLOOD ZONE NOTE:
THE PROPERTY IS LOCATED IN FLOOD ZONE X AS SHOWN ON FEMA
FLOOD PANED 3720060000J, DATED OCTOBER 3, 2006. MAPS
SUBJECT TO CHANGE BY FEMA
SURVEY NOTE:
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION
TAKEN FROM A LAND SURVEY PREPARED BY: MCNEILL SURVEYING.
THE HARNETT COUNTY STORMWATER MANAGEMENT PERMIT REQUIRES THE DESIGN
PROFESSIONAL TO PERIODICALLY OBSERVE THE CONSTRUCTION OF THE STORMWATER
MANAGEMENT SYSTEM AND TO PREPARE A DESIGNER'S CONSTRUCTION CERTIFICATION FOR
SUBMITTAL TO HARNETT COUNTY PRIOR TO THE CERTIFICATE OF OCCUPANCY BEING ISSUED FOR
THE PROJECT. THE CONTRACTOR SHALL COORDINATE WITH THE DESIGN CONSULTANT FOR THE
CONSTRUCTION OBSERVATION AND PREPARATION OF THE CONSTRUCTION CERTIFICATION BY
CONTACTING:
MATT LOWDER, PE - TRIANGLE SITE DESIGN, PLLC
919-553-6570
mlowder@trianglesitedesign.com
NOTE TO CONTRACTOR:
1.THE DEVELOPER OR HIS AGENT SHALL CONTACT THE ENGINEER WHEN THE BEST
MANAGEMENT PRACTICE(S) ARE CONSTRUCTED AND ABOUT TO BECOME OPERATIONAL
SO A FINAL INSPECTION CAN BE PERFORMED TO DETERMINE COMPLIANCE WITH THE
APPROVED PLAN CAN BE PERFORMED.
2.PRIOR TO CONSTRUCTION, A SOIL TEST OF THE BIO-RETENTION FILTER MEDIA SHALL
BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD WITH A COPY SENT TO
THE ENGINEER. THE TEST SHALL CONSIST OF BOTH THE STANDARD SOIL TEST FOR pH,
PHOSPHORUS, MAGNESIUM, AND POTASSIUM AND ADDITIONAL TESTS OF ORGANIC
MATTER, AND SOLUBLE SALTS. ALL TESTING RESULTS SHALL COME FROM THE SAME
TESTING FACILITY. THE NC DEPARTMENT OF AGRICULTURE (NCDA) LAB IS THE
PREFERRED TESTING FACILITY. SHOULD THE pH FALL OUT OF THE ACCEPTABLE
RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIME OR (LOWER) WITH IRON SULFATE
PLUS SULFUR OR AS DIRECTED BY THE NCDA OR ENGINEER.
3.PRIOR TO CONSTRUCTION A COMPOSITION TEST OF THE BIO-RETENTION FILTER MEDIA
SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD WITH A COPY
SENT TO THE ENGINEER. FILTER MEDIA SHALL CONFORM TO THE FOLLOWING: 85-88%
SAND (USDA TEXTURAL CLASSIFICATION), 8-12% FINES (SILT AND CLAY), AND 3-5%
ORGANIC MATTER (PEATMOSS OR PINE BARK) BY VOLUME
4.PERFORM A DOUBLE RING INFILTRATION TEST (MINIMUM OF 3 TESTS OR 1 PER 500 SF
OF FILTER MEDIA WHICHEVER IS GREATER) AT THE COMPLETION OF THE
BIO-RETENTION BMP. INFILTRATION RATE OF THE CONSTRUCTED BIO-RETENTION
MEDIA SHALL BE BETWEEN 1-6 IN/HR. PROVIDE A COPY OF THE RESULTS TO THE
ENGINEER.
5.THE OWNER IS RESPONSIBLE FOR MAINTAINING THE STORMWATER BMP. ANNUAL
MAINTENANCE INSPECTION AND REPORT REQUIRED - THE OWNER OF A PERMITTED
STRUCTURAL STORMWATER BMP/CONTROL SHALL ANNUALLY SUBMIT A MAINTENANCE
AND INSPECTION REPORT FOR EACH BMP TO THE STORMWATER ADMINISTRATOR.
ANNUAL INSPECTIONS SHALL BEGIN WITHIN ONE YEAR OF THE RECORDATION OF ANY
DEED(S) SHOWING STORMWATER BMPs/CONTROL STRUCTURES.
6.UPON COMPLETION OF THE PROJECT, AND BEFORE A CERTIFICATE OF OCCUPANCY
SHALL BE GRANTED, THE ENGINEER OF RECORD SHALL CERTIFY THAT THE
COMPLETED PROJECT IS IN ACCORDANCE WITH THE APPROVED STORMWATER
MANAGEMENT PLANS AND DESIGNS.
7.A FINAL INSPECTION OF THE SITE AND STORMWATER MANAGEMENT BMP/CONTROLS
TO BE SCHEDULED WITH AND COMPLETED BY THE ENGINEER & INSPECTOR.
8.THE "AS-BUILT" PLANS SHALL SHOW THE FINAL DESIGN SPECIFICATIONS FOR ALL
STORMWATER MANAGEMENT FACILITIES AND PRACTICES AND THE FIELD LOCATION,
SIZE, DEPTH, AND PLANTED VEGETATION OF ALL MEASURES, CONTROLS AND DEVICES,
AS INSTALLED. THE AS-BUILT SHALL ALSO INCLUDE STORM DRAINAGE PIPE SYSTEMS.
THE ENGINEER OF RECORD FOR THE STORMWATER MANAGEMENT MEASURES AND
PLANS SHALL CERTIFY, UNDER SEAL, THAT THE AS-BUILT STORMWATER MEASURES,
CONTROLS AND DEVICES ARE IN COMPLIANCE WITH THE APPROVED STORMWATER
MANAGEMENT PLANS AND DESIGNS AND WITH THE REQUIREMENTS OF THE
MUNICIPALITY.
9.THE ENGINEER'S CERTIFICATION OF COMPLETION WILL BE REQUIRED PRIOR TO THE
FINAL PLAT OR CERTIFICATE OF OCCUPANCY. THE STORMWATER CONTROL IS TO BE
INSPECTED TO ENSURE IT IS FUNCTIONING AS DESIGNED AND HAS FULL DESIGN
VOLUME PRIOR TO ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY.
STORMWATER MANAGEMENT NOTES:
HYD18" RCP
INV=324.11
TRACT # 1
0.247 ACRES
DONALD L. NORDON
ET-UX
PATRICIA G. MCKEE
DB.3669 PG. 195
PIN - 0610-87-8640
PID - 139691 0061
ZONING - RA-20R
50.00'
71.
8
5
'
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/W
R/WR/WR
/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WWM
WM
WM
WM
WM
WM
WM WM
WM WM
WM WM WM
WM WM
WM WM WM
WM WM
WM
WM
WM
WM WM
WM WM
WM
WM
CONCRETE
DRIVEWAY
EXISTING
DWELLING
EXISTING
COMMERCIAL
BUILDING
EXISTING
ASPHALT
PARKING LOT WMWMWMWMWMWMWMWMWMWMWMWMOHEOHEOHEOHEOHEOHEOHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWMWM
WM
WM WM
WM
WM
WM WM WM WM WM WM WM WM WM WM WM
W
M
WMWMWMWMWMWM WM
S 4
7
°
5
1
'
5
3
"
E
S 82°24'28" E
70.77'
S 82°24'28" E 16
5
.
7
0
'
S 82°24'28" E 28
6
.
4
7
'
S 82°24'28" E
50.00'N 01°05'14" W 217.24'N 81°34'39" W
S 89°53'20" W 296.24'S 89°53'20" W 133.80'S 89°53'20" W 162.44'S 05°12'32" E 138.46'N/F
ROUNDTREE LLC & MONTROSE PROPERTY LLC
DB. 3566 PG. 51
PIN - 0610-87-6690
ID - 139691 0030 04
ZONING - COMM
(RETAIL)
N/F
JAMES ROBERT WAGNER
DB. 3959 PG. 536
PIN - 0610-87-7464
PID - 139691 0030 02
ZONING - RA-20R
(SINGLE-FAMILY)N/F
JULIO CESAR YANES
DB. 3909 PG. 923
PIN - 0610-97-0423.000
PID - 130610 0102
ZONING - RA-30
(SINGLE-FAMILY)
US Highway 421
N
150' Public R/W
(55 MPH)421 Cool Springs RoadMamers RoadSR#126560' Public R/W150' R/WTRACT #2
0.585 ACRES
CEBCO CONSTRUCTION, INC
DB 848, PG 214
PIN - 0610-97-0587
PID - 130610 0088
ZONING - RA-30
TRACT #3
0.710 ACRES
PHILLIS B. THOMAS
DB 3860, PG 707
PIN - 0610-87-9549
PID - 130610 0089
ZONING - COMM
OVERALL PARCEL
67,173 SF (1.542 AC)
CONTROL CORNER
NIP
GPS COORDINATES
NC GRID NORTH
NAD 83-2011
N:607682.56'
E:2019109.50'
LAT:35.4197
LON:78.9359
Z.: 330.82'
NIP
ECM
EIP
CC
EIPEIP
EIP
CC
CC
30' DUKE ENERGY
EASEMENTWMWMWM
WM
WM WMWM18" RCP
INV=324.51
C
FO FO
C40'± PAVEMENTRLRLRLRLRLRL18"
R
C
P
18" RCP
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
18" RCP
INV=323.49
2-WAY SANITARY
SEWER CLEANOUT
FFE=338.0
SEPTIC SYSTEM & REPAIR
AREA - REFER TO SEPTIC
PERMIT FOR SYSTEM
REQUIREMENTS SANSANSANSEPTIC
TANK
SAN
SAN
SAN
SAN
SANITARY
SEWER
CLEANOUT
SANITARY
SEWER
CLEANOUT
2" CONDUIT
LIGHT
POLE
6"PVC SANITARY
SEWER SERVICE @
1% MIN. SLOPE
6"PVC SANITARY
SEWER SERVICE @
1% MIN. SLOPE
COORDINATE WITH
UTILITY SERVICE
PROVIDER FOR
SERVICE CONNECTIONRLRLRLRLRLRLREUSE
EXISTING
WATER
METER
W
W
W
W
W
W
W
W WV
1" WATER
SERVICE
34" GV
BPUNDERGROUND
STORMWATER
DETENTION SYSTEM
SEE SHEET C-10A
STORMFILTER REFER TO
DETAILS ON SHEET C-10B
PLAN
IF CLEANOUT @ END OF LINE, INSTALL
PLUG HERE
COMPACTED BACKFILL
30° OR 45° SHORT RAD. ELBOW
HOT POURED ASPHALT JOINT
COMPOUNDCONC.
COLLAR
CLEANOUT RISER MATERIAL AND DIA. TO
MATCH THAT OF MAIN LINE
CAST IRON MANHOLE VALVE BOX DEWEY
BROS. NO. MH-VA-4 OR EQ. FOR 4"-6" DIA.
PIPE DEWEY BROS. NO. MH-VA-2 OR EQ. FOR
8" DIA. PIPE
FINISHED GRADE
MIN.
2'-0"
60°
6"
8"
PLUG18" SQ.
BLOCK
CONC. REST
CLEANOUT DETAIL
NOT TO SCALE
2-WAY CLEANOUT DETAIL
FLOW 4"
NOTE:
CLEAN-OUT TO BE TYLER
PIPE MODEL 003533 SERIES
OR EQUAL INSTALLATION
SHALL BE FLUSH WITH
SURROUNDING FLOOR
SURFACES.
FLUSH WITH
FLOOR LINE
FLOW 4"
4"4"
WASTE LINE LENGTH TO SUIT
FLANGE2"NOT TO SCALE
EXTRA HEAVY DUTY CAST
IRON ADJUSTABLE SCORIATED
SECURED COVER
BRONZE TAPER THREAD PLUG WITH
COUNTER SUNK HEAD
BACKFLOW PREVENTION NOTES:
1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE
DEPARTMENT CONNECTION POINTS OR OTHER WATER-USING APPURTENANCES CONNECTED TO THE
SUPPLY LINE BETWEEN ANY WATER METER AND IT'S UTILITY DEPARTMENT REQUIRED BACKFLOW
PREVENTER.
2. EACH UTILITY DEPARTMENT REQUIRED BACKFLOW PREVENTER ASSEMBLY IS REQUIRED TO BE TESTED BY
AN APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM INTO SERVICE.
STRAINER OPTIONAL
CHECK VALVE #2
CHECK VALVE #1
TEST COCK #1
SUPPORT AND PAD AS REQUIRED
BY DESIGNER (PAD IS OPTIONAL)
4" MINIMUM #67 WASHED STONE
SLOPE GROUND AWAY FROM
COVER (TYP.)
REMOVABLE INSULATED
ENCLOSURE WITH DRAIN
PORTS.
1/4 TURN FULL PORT BRONZE
BALL SHUT-OFF VALVE #1
LOWEST POINT
OR RELIEF
VALVE OUTLET
1/4 TURN FULL PORT BRONZE BALL
SHUT-OFF VALVE #2
CONBRACO
FEBCO
975XLWILKINS
909 QT, 009M1 QT, 009M2 QTWATTS
RP-QT-075RAINBIRD
40-204-02
FRP IIHERSEY
825Y-BV, 825YA-BV
APPROVED RPZ ASSEMBLIES
12" MIN.30" MAX.REDUCED PRESSURE
PRINCIPLE ASSEMBLY
FLOW
NOT TO SCALE
3/4" ASSEMBLIES
RPZ BACKFLOW PREVENTER
THE PROPOSED BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM
0 GRAPHIC SCALE
1 INCH = 30 FEET
15 603030 120
1
2
3
Know what's below.
R
Call before you dig.
THE ESTIMATED WATER USAGE FOR THIS SITE IS 200GPD BASED ON
NCDEQ APPROVED FLOW AMOUNT FOR DOLLAR GENERAL DEVELOPMENTS
FIRE PROTECTION NOTE
UTILITY NOTE
UTILITY NOTESUTILITY SERVICE NOTES
STOP
IT'S THE LAW
CALL 1-800-632-4949
BEFORE YOU DIG
N.C. ONE-CALL CENTER
1. THE CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
ARE LOCATED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTACT THE LOCAL MUNICIPALITY PUBLIC WORKS
DEPARTMENT 48 HOURS PRIOR TO COMMENCEMENT OF WORK FOR UTILITY LOCATING SERVICES. ALL UTILITIES SHOWN ARE
APPROXIMATE LOCATIONS ONLY AND HAVE BEEN COMPILED FROM THE LATEST AVAILABLE MAPPING. THE EXACT LOCATION OF
ALL UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
2. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE HARNETT COUNTY UTILITY & HEALTH DEPARTMENTS.
3. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE HARNETT COUNTY UTILITY & HEALTH DEPARTMENTS
WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SANITARY SEWER LINES.
4. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. A
PRE-CONSTRUCTION MEETING WITH THE VARIOUS UTILITY COMPANIES IS REQUIRED PRIOR TO THE START OF ANY
CONSTRUCTION ACTIVITY.
5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTOR 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE.
6. THE CONTRACTOR SHALL COORDINATE ANY INTERRUPTION OF UTILITY SERVICE WITH THE OWNER AND THE UTILITY
COMPANY. ANY PLANNED INTERRUPTION OF UTILITY SERVICE SHALL BE GIVEN A 48 HOUR NOTICE TO THE UTILITY COMPANY
AND THE OWNER.
7. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED UTILITIES BE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE
OWNER IMMEDIATELY FOR DIRECTIONS.
8. PRESSURE REDUCING VALVES WILL BE REQUIRED ON THE DOMESTIC WATERLINES FOR EACH BUILDING IF THE STATIC
PRESSURE IN THE WATER MAIN EXCEEDS 80 PSI. SEE MECHANICAL/PLUMBING PLANS.
9. ROUTES SHOWN FOR WATER SERVICES, ELECTRIC, SANITARY SEWER BUILDING LATERALS AND ROOF DRAIN PIPING ARE
SUBJECT TO CHANGE.
10. THE CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND
ELECTRIC, TELEPHONE, SEWER, AND WATER.
11. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ELEVATION AND LOCATION OF ALL UTILITIES BY VARIOUS MEANS
PRIOR TO BEGINNING ANY EXCAVATION. TEST PITS SHALL BE DUG AT ALL LOCATIONS WHERE SEWERS CROSS EXISTING
UTILITIES, AND THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITIES SHALL BE DETERMINED. THE CONTRACTOR
SHALL CONTACT OWNER IN THE EVENT OF ANY UNFORESEEN CONFLICTS BETWEEN EXISTING AND PROPOSED UTILITIES SO
THAT AN APPROPRIATE MODIFICATION MAY BE MADE.
12. THE CONTRACTOR SHALL INSURE THAT ALL UTILITY COMPANIES AND HARNETT COUNTY UTILITY & HEALTH DEPARTMENTS
STANDARDS FOR MATERIALS AND CONSTRUCTION METHODS ARE MET. THE CONTRACTOR SHALL PERFORM PROPER
COORDINATION WITH THE RESPECTIVE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE WORK TO BE PERFORMED
BY THE VARIOUS UTILITY COMPANIES AND SHALL PAY ALL FEES FOR CONNECTIONS, DISCONNECTION, RELOCATIONS,
INSPECTIONS, AND DEMOLITION.
13. THIS PLAN DETAILS PIPES UP TO 5' FROM THE BUILDING FACE. REFER TO THE BUILDING DRAWINGS FOR BUILDING
CONNECTIONS. SUPPLY AND INSTALL PIPE ADAPTERS AS NECESSARY.
14. ALL EXISTING PAVEMENT WHERE UTILITY PIPING IS TO BE INSTALLED SHALL BE SAW CUT AND REPLACED IN ACCORDANCE
WITH THE PAVEMENT REPAIR REQUIREMENTS OF THE HARNETT COUNTY UTILITY & HEALTH DEPARTMENTS AND NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
15. MAINTAIN MINIMUM 10'-0" HORIZONTAL SEPARATION BETWEEN ON-SITE SANITARY SEWER AND DOMESTIC OR IRRIGATION
WATER PIPING WHENEVER POSSIBLE. WHERE WATER PIPING MUST CROSS OVER SANITARY SEWER PIPING, MAINTAIN A
MINIMUM 18" VERTICAL SEPARATION. WHERE SANITARY SEWER PIPING MUST CROSS OVER WATER PIPING, MAINTAIN A
MINIMUM 24" VERTICAL SEPARATION AND PROVIDE MIN. 4" THICK CONCRETE ENCASEMENT OR 4" CONTINUOUS CAST IRON PIPE
SLEEVE ON WATER PIPING FOR A MINIMUM OF 10'-0" ON EACH SIDE OF THE SAN. SEWER CROSSING. WHERE PERMITTED BY
LOCAL CODE, DOMESTIC WATER AND SANITARY SEWER SERVICE PIPING MAY BE INSTALLED IN A COMMON TRENCH. TRENCH
AND PIPING PLACEMENT SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS.
WATER SERVICE
GENERAL CONTRACTOR TO PROVIDE AND INSTALL A 1" WATER SERVICE LINE
FROM EXISTING WATER MAIN TO BUILDING PER MUNICIPAL REQUIREMENTS.
CONTACT:HARNETT COUNTY PUBLIC UTILITIES
TELEPHONE: 910-893-7575
ELECTRIC SERVICE
"POWER CO." TO PROVIDE UNDERGROUND 120/208/3 PHASE SERVICE. GENERAL
CONTRACTOR TO PROVIDE AND INSTALL TWO 4" DIA. CONDUIT W/ PULL WIRE TO
UTILITY COMPANY POINT OF CONNECTION.
CONTACT:
TELEPHONE:
TELEPHONE SERVICE
"TELEPHONE CO." TO PROVIDE NEW UNDERGROUND SERVICE. GENERAL
CONTRACTOR TO PROVIDE AND INSTALL A 4" DIA. PVC CONDUIT W/ PULL WIRE
FROM PHONE PANEL BOARD TO UTILITY COMPANY POINT OF CONNECTION.
CONTACT:
TELEPHONE:
SANITARY SEWER
GENERAL CONTRACTOR TO PROVIDE AND INSTALL A 6" SCHEDULE 40 PVC FROM
PROPOSED SEPTIC SYSTEM TO LAST CLEAN OUT OUTSIDE OF BUILDING. (MIN. 1%
SLOPE). PROVIDE CLEAN OUTS EVERY 75' (TYPICAL).
CONTACT:HARNETT COUNTY HEALTH DEPARTMENT
TELEPHONE: 910-893-7550
NATURAL GAS
GENERAL CONTRACTOR TO COORDINATE WITH NATURAL GAS UTILITY FOR
SERVICE LINE TO PROPOSED BUILDING.
CONTACT:
TELEPHONE:
DG#23680-US 421 N. Harnett County___ US Highway 421 NLillington, NC Harnett CountyRHETSON COMPANIES, INC.
ATTN. JOHN PARKER
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
(910) 944-0881
john@rhetson.com
OWNER/DEVELOPER:
Sheet No.
TitleNo.DateREVISIONSDesc.Drawn
Rhetson Project#Checked
Project No. Initial Date
This document, together with the
concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared.
Reuse of and improper reliance on this
document without written
authorization and adaptation by
Bowman North Carolina, Ltd. shall be
without liability to Bowman North
Carolina, Ltd.
058004February 28, 2022
21103Bowman North Carolina Ltd.bowman.comF-14454006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C-5
UTILITY
PLAN
’
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HYD18" RCP
INV=324.11
TRACT # 1
0.247 ACRES
DONALD L. NORDON
ET-UX
PATRICIA G. MCKEE
3669 PG. 195
PIN - 0610-87-8640
PID - 139691 0061
ZONING - RA-20R
50.00'
71.
8
5
'
R/W
R/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R
/W
R
/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WWM
WM
WM WM WM
WM WM
WM WM WM
WM WM
WM
WM
WM
WM
WM
WM WM
WM WM
WM
WM
WM
WM WM
WM
CONCRETE
DRIVEWAY
EXISTING
DWELLING WMWMWMWMWMWMWMWMWMWMWMWMOHEOHEOHEOHEOHEOHEOHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWMWM
WM
WM
WM
WM
WM WM WM WM WM WM WM WM WM WM WM
W
M
WMWMWMWMWMWM WM
S
4
7
°
5
1
'
5
3
"
E
S 82°24'28" E
70.77'
S 82°24'28" E 165.
7
0
'
S 82°24'28" E 286.
4
7
'
S 82°24'28" E
50.00'N 01°05'14" W 217.24'N 81°34'39" W
S 89°53'20" W 296.24'S 89°53'20" W 133.80'S 89°53'20" W 162.44'S 05°12'32" E 138.46'ROUNDTREE LLC & MONTROSE PROPERTY LLC
N/F
JAMES ROBERT WAGNER
DB. 3959 PG. 536
PIN - 0610-87-7464
PID - 139691 0030 02
ZONING - RA-20R
(SINGLE-FAMILY)N/F
JULIO CESAR YANES
DB. 3909 PG. 923
PIN - 0610-97-0423.000
PID - 130610 0102
ZONING - RA-30
(SINGLE-FAMILY)
346
345
345 3403353343303303303
3
0
327
330
335340
340
335
US Highway 421
N
150' Public R/
W
(55 MPH)421
Mamers RoadSR#126560' Public R/W150' R/WTRACT #2
0.585 ACRES
CEBCO CONSTRUCTION, INC
DB 848, PG 214
PIN - 0610-97-0587
PID - 130610 0088
ZONING - RA-30
TRACT #3
0.710 ACRES
PHILLIS B. THOMAS
DB 3860, PG 707
PIN - 0610-87-9549
PID - 130610 0089
ZONING - COMM
OVERALL PARCEL
67,173 SF (1.542 AC)
CONTROL CORNER
NIP
GPS COORDINATES
NC GRID NORTH
NAD 83-2011
N:607682.56'
E:2019109.50'
LAT:35.4197
LON:78.9359
Z.: 330.82'
NIP
ECM
EIP
CC
EIPEIP
EIP
CC
CC
30' DUKE ENERGY
EASEMENTWMWMWM
WM
WM WMWM18" RCP
INV=324.51
C
FO FO
C40'± PAVEMENT18" R
C
P
DRIVEWAY
ASPHALT
15" RCP
DRIVEWAY
ASPHALT18" RCP
330325
320
320
315
325
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHEOHEOHEOHEOHE18" RCP
INV=323.49
15" RCP
INV=313.86
YARD INLET
RIM=314.40LODLODLODLODLODLODLODLODLOD
LOD LODLODLOD LOD
LODLOD
L
O
D
L
O
D
LOD LOD LOD LODLODLODLODLOD
LOD LOD LOD LOD
LOD
LODLODLODLODLODLODLOD LOD
LO
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D
LODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD
LOD LOD LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LOD LOD
LOD LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODLIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
CECONSTRUCTION
ENTRANCE
SILT FENCE
OUTLET
SILT FENCE
OUTLET
SILT FENCE
OUTLET
SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSFCONCRETE
WASH AREA
SILT FENCE
OUTLET
RAIN GAUGE &
PLAN BOX
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFEXTEND SKIMMER PIPE
TO NATURAL GRADE
1CY CLASS B RIP-RAP
OVER FILTER FABRICAT OUTLET
SKIMMER
DEVICE
EMERGENCY
SPILLWAY
LOCATION OF
DEWATERING
SILT FILTER BAG
BAFFLE
(TYP)
2CY CLASS B RIP-RAP AT
DITCH ENTRANCE
TO SKIMMER BASIN
ENTRY WIDTH: 5 FT
LENGTH: 8 FT
EXIT WIDTH: 10 FT
STONE DIAMETER: 22 IN
STONE CLASS: B
>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD>TD
>TD
>TD >TD >TD >TD >TD
>TD
>TD
TEMPORARY DIVERSION DITCH#2
ADJUST LOCATION AS NECESSARY
TO MAINTAIN POSITIVE DRAINAGE
TO SKIMMER BASIN
DIVERSION DITCH TO BE STABILIZED
WITHIN 7 DAYS ACCORDING TO
STABILIZATION TIMEFRAME
REQUIREMENTS TEMPORARY DIVERSION DITCH#1
ADJUST LOCATION AS NECESSARY
TO MAINTAIN POSITIVE DRAINAGE
TO SKIMMER BASIN
DIVERSION DITCH TO BE STABILIZED
WITHIN 7 DAYS ACCORDING TO
STABILIZATION TIMEFRAME
REQUIREMENTS
STOP
IT'S THE LAW
CALL 1-800-632-4949
BEFORE YOU DIG
N.C. ONE-CALL CENTER
Know what's below.
R
Call before you dig.
0 GRAPHIC SCALE
1 INCH = 30 FEET
15 603030 120
GROUND COVER REQUIREMENTS:
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION-CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES
LEFT EXPOSED WILL, ACCORDING TO THE FOLLOWING CHART, BE PLANTED OR OTHERWISE PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
PROVISIONS FOR PERMANENT GROUNDCOVER SUFFICIENT TO RETAIN EROSION MUST BE ACCOMPLISHED FOR
ALL DISTURBED AREAS ACCORDING TO THE FOLLOWING CHART FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
NONE7 DAYS
STABILIZATION TIMEFRAME
PERIMETER DIKES, SWALES,
DITCHES AND SLOPES
NONE7 DAYSHIGH QUALITY WATER (HQW)
ZONES
7 DAYSSLOPES STEEPER THAN 3:1 IF SLOPES ARE 10' OR LESS IN
LENGTH AND ARE NOT STEEPER THAN
2:1, 14 DAYS ARE ALLOWED
14 DAYSSLOPES 3:1 OR FLATTER 7 DAYS FOR SLOPES GREATER THAN
50FT IN LENGTH
14 DAYS NONE, EXCEPT FOR PERIMETERS
AND HQW ZONES
ALL OTHER AREAS WITH
SLOPES FLATTER THAN 4:1
TIMEFRAME EXCEPTIONSSTABILIZATIONSITE AREA DESCRIPTION
NONEIMMEDIATELYBASIN & TEMPORARY
DIVERSION DITCHES
REFER TO DETAIL SHEETS FOR CONSTRUCTION DETAILS OF THE PROPOSED
EROSION CONTROL MEASURES TO BE USED IN THE DEVELOPMENT OF THIS SITE.
REFER TO DETAIL SHEETS FOR TEMPORARY AND PERMANENT SEEDING
SCHEDULES FOR PROVIDING GROUND COVER THE FOR THE DEVELOPMENT.
EROSION CONTROL NOTES
THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE EROSION CONTROL INSPECTOR OF THE LOCATION OF
ANY OFF-SITE BORROW SOURCE OR OFF-SITE WASTE MATERIAL DISPOSAL SITE. OFF-SITE DISTURBANCES COUNT TOWARDS
THE OVERALL PROJECT DISTURBED AREA AND MUST BE COVERED BY THE PERMIT FOR THIS PROJECT AND/OR THE PERMIT
FROM ANOTHER ACTIVE NCDEQ PERMITTED SITE THAT IS APPROPRIATE FOR THE INTENDED USE (I.E. APPLICABLE MINING
REQUIREMENTS). NO OFF-SITE ACTIVITIES SHALL OCCUR UNTIL THE PERMIT FOR THIS PROJECT HAS BEEN MODIFIED TO
INCLUDE THE AFFECTED AREAS OR IT HAS BEEN VERIFIED WITH THE EROSION CONTROL INSPECTOR THAT THE OFF-SITE
AREAS ARE COVERED UNDER ACTIVE APPLICABLE NCDEQ PERMITS.
1.THE EROSION AND SEDIMENTATION CONTROL MEASURES (BMPS) WERE DESIGNED USING THE NORTH CAROLINA NCDEQ REQUIREMENTS AND SHALL BE
INSTALLED ACCORDINGLY. CONTRACTOR SHALL PERFORM ALL ACTIVITIES IN STRICT COMPLIANCE WITH THE NORTH CAROLINA NPDES GENERAL PERMIT
FOR STORM WATER DISCHARGES FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES (GENERAL PERMIT).
2.REFER TO THE EROSION AND SEDIMENT CONTROL DETAIL SHEETS FOR EROSION CONTROL DETAILS AND DESIGN TABLES FOR SEDIMENT BASINS,
DIVERSION DITCHES, AND CULVERTS, SLOPE DRAINS, RIP-RAP APRONS AND OTHER EROSION CONTROL MEASURES.
3.EXISTING BOUNDARIES, TOPOGRAPHY, 100-YR FLOODPLAIN, UTILITY AND ROAD INFORMATION TAKEN FROM AN EXISTING CONDITIONS SURVEY. ALL
EXISTING INFORMATION IS TO BE FIELD VERIFIED BY THE CONTRACTOR.
4.SEE THE LANDSCAPE PLAN FOR LOCATIONS OF PROPOSED PLANTINGS AND FINAL STABILIZATION.
5.TEMPORARY DIVERSION DITCHES AND BERMS SHALL BE MAINTAINED AS THE SITE IS BROUGHT TO GRADE.
6.DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL
MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTORS SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF
CONSTRUCTION.
7.SEE THE GENERAL NOTES SHEET AND THE GRADING AND DRAINAGE PLAN FOR OTHER NOTES REGARDING GRADING ACTIVITIES.
8.SEE SITE PLAN, GRADING AND DRAINAGE PLAN, UTILITY PLAN, PLANTING PLAN AND OTHER PLAN SHEETS FOR DETAILED DESIGN INFORMATION OF
PERMANENT SITE APPURTENANCES SHOWN ON THIS SHEET.
9.WHERE THE LIMITS OF DISTURBANCE AND TEMPORARY FENCE (SF, SF-PF, OR PF) LIMITS ARE ADJACENT, THE TEMPORARY FENCE LINE IS THE LIMITS OF
DISTURBANCE. THE LINE TYPES ARE SHOWN SEPARATED FOR ILLUSTRATIVE PURPOSES ONLY.
10.CONTRACTOR SHALL NOT DISTURB ANY EXISTING VEGETATIVE GROUND COVER OR TREES OUTSIDE OF THE LIMITS OF DISTURBANCE OR WITHIN ANY
REQUIRED BUFFER LIMITS UNLESS OTHERWISE NOTED OR ILLUSTRATED.
11.PROVIDE CONTROLS OF POLLUTANTS, INCLUDING, BUT NOT LIMITED TO DUST CONTROL, DE-WATERING, SOLID WASTE DISPOSAL, AND HAZARDOUS
MATERIALS.
12.CLEAR ONLY AS REQUIRED TO INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES. MASS CLEARING AND GRUBBING CAN BEGIN ONLY AFTER
ALL DOWNSTREAM MEASURES HAVE BEEN INSTALLED.
13.USE ROCK OR WASHED STONE TO BRING CONSTRUCTION EXIT TO GRADE. IMPLEMENT WHEEL WASHES AS NECESSARY THROUGHOUT ALL PHASES OF
CONSTRUCTION.
14.DIVERT STORM WATER RUNOFF OFF THE FACE OF THE SEDIMENT BASIN SLOPES USING DIVERSION DITCHES AND SLOPE DRAINS. CONTRACTOR SHALL
MAINTAIN AND RELOCATE DIVERSION DITCHES AND SLOPES DRAINS TO ENSURE STORM WATER RUNOFF DOES NOT ERODE THE FACE OF FINAL SLOPES.
15.MAINTAIN POSITIVE FLOW TO THE SEDIMENT BASINS THROUGHOUT ALL PHASES OF CONSTRUCTION. PLACE EXCAVATED SOILS ALONG DOWNSTREAM
EDGE OF THE DIVERSION DITCHES TO PROVIDE ADDITIONAL CAPACITY.
16.REFER TO THE GRADING AND DRAINAGE PLAN FOR FINAL SITE AND PAVEMENT GRADES AND ELEVATIONS OF THE PROPOSED STORM SEWER SYSTEMS.
17.LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES. THE GENERAL
CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED EROSION AND SEDIMENT CONTROL DRAWINGS DURING CONSTRUCTION OPERATIONS.
18.GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.
19.ALL WORK SHALL BE CONFINED TO PERMIT LIMITS SHOWN ON PLANS. UNLESS OTHERWISE NOTED, THE SITE PLAN PROPERTY LIMITS SHALL BE
CONSIDERED THE PERMIT LIMITS.
20.SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE.
21.ADDITIONAL EROSION CONTROL MEASURES OR SILT BARRIERS TO BE PLACED AS SHOWN AND/OR DIRECTED BY THE PROJECT ENGINEER AND/OR LOCAL
JURISDICTIONAL INSPECTOR.
22.FOR ALL CONSTRUCTION ALONG AND/OR ACROSS WATERWAYS, BANK PROTECTION AND STABILIZATION SHALL BE REQUIRED AS PER LOCAL
JURISDICTIONAL EROSION CONTROL LAWS.
23.ALL TREE PROTECTION AND EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING CONSTRUCTION AND SHALL BE MAINTAINED IN
PROPER WORKING ORDER UNTIL ALL DISTURBED AREAS ARE STABILIZED AND GROUND COVER IS ESTABLISHED. CONSTRUCTION ENTRANCE PADS SHALLBE INSTALLED BY THE CONTRACTOR AT CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTURBANCE.
24.ALL EASEMENTS DISTURBED MUST BE DRESSED AND GRASSED TO CONTROL EROSION IN ACCORDANCE WITH EASEMENT PLATS PRIOR TO ACCEPTANCE.
25.CONSTRUCTION LIMITS SHALL NOT BE EXCEEDED WITHOUT THE APPROVAL OF NCDEQ INSPECTOR.
1. TOTAL AREA DISTURBED = 1.95 ACRES
TOTAL SITE AREA = 1.54 ACRES
SOIL TYPE = BLANEY LOAMY SAND, FUQUAY LOAMY SAND, GILEAD LOAMY SAND
2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND
MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE NCDEQ EROSION AND SEDIMENT CONTROL HANDBOOK
3. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE
PLANS IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS.
4. CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM
WATER GENERAL PERMIT.
5. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.
6. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE
CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDEQ EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED
AT APPROPRIATE STAGES OF CONSTRUCTION.
8. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING,
PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. A REVISED PLAN SHOWING OFF-SITE IMPACTS SHOULD BE SUBMITTED AND
APPROVED PRIOR TO ANY OFF-SITE GRADING. CONTACT PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL
EROSION CONTROL MEASURES ARE INSTALLED PRIOR TO OFF-SITE GRADING.
9. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE
BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN
TO THE OWNER FOR REVIEW AND TO NCDEQ FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES
AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
10. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED
AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RE-EEDED AND MULCHED AS
NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
11. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WHICH ARE NOT OTHERWISE STABILIZED SHALL BE TOP SOILED AND
SEEDED, TEMPORARILY OR PERMANENTLY IN ACCORDANCE WITH THE NCDEQ SEDIMENT CONTROL REGULATIONS. PERMANENT SEEDING AND GRASS
ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION AND ACCEPTANCE.
12. 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.
13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS
LOCATIONS INTO NON-PAVED AREA. SIX INCHES OF STONE SHALL BE USED FOR THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
14. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET
CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING.
15. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS
A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UP-SLOPE LAND DISTURBANCE TAKES PLACE.
16. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE
DEVELOPMENT UNTIL FINAL STABILIZATION IS COMPLETED.
17. DURING DE-WATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
18. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF-PRODUCING EVENT. ANY NECESSARY
REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
DOLLAR GENERAL, HARNETT COUNTY, NC
CONTRACTOR WILL FIRST INSTALL THE CONSTRUCTION ENTRANCE. THE CONTRACTOR SHALL THEN MOBILIZE ON SITE AND INSTALL THE
TEMPORARY EROSION CONTROL DEVICES INCLUDING SILT FENCE, INLET PROTECTION, SKIMMER BASIN, AND OTHER DEVICES IN ACCORDANCE WITH
THE PLANS (CLEARING ONLY AS NECESSARY TO INSTALL THESE ITEMS). BEGIN DEMOLITION, CLEARING AND SITE GRADING OPERATIONS.
STABILIZATION OF EARTHEN STRUCTURES IS REQUIRED IMMEDIATELY AFTER INSTALLATION. THE ON-SITE STORM SEWER SYSTEM CAN NOW BE
INSTALLED. IMMEDIATELY AFTER AN INLET IS INSTALLED, INLET PROTECTION SHALL BE PROPERLY INSTALLED ON THE STRUCTURE. THE ON-SITE
SANITARY SEWER AND WATER SYSTEMS MAY ALSO BE INSTALLED ONCE THE SITE IS BROUGHT UP TO GRADE. THE SITE PAD WILL BE PREPARED FOR
THE PROPOSED BUILDING. THE ROUGH GRADE WILL THEN BE ESTABLISHED FOR THE SITE. INSTALLATION OF CURB AND GUTTER WILL THEN BE
PERFORMED. BASE STONE WILL THEN BE PLACED AND FINE GRADED. ALL DISTURBED AREAS WILL BE DRESSED AND SEEDED. REMOVE ALL INLET
PROTECTION FROM STORM STRUCTURES WHEN PAVING IS TO BEGIN. PAVING AND STRIPING WILL THEN BE COMPLETED. FINALIZE STORMWATER
POND STRUCTURE ONCE UPSTREAM AREAS HAVE BEEN STABILIZED (REMOVE ACCUMULATED SEDIMENT). ALL LANDSCAPING WILL BE COMPLETED.
THE ON-SITE STORM SEWER SYSTEM SHALL BE CLEANED OF ANY ACCUMULATED SEDIMENT WHICH SHALL BE DISPOSED OF IN A LAWFUL MANNER.
ALL ACCUMULATED SEDIMENT BEHIND SILT FENCE AND OTHER SEDIMENT DEVICES SHALL BE REMOVED AND DISPOSED OF IN A LAWFUL MANNER.
ACCORDING TO THE GROUND STABILIZATION REQUIREMENTS ON THIS SHEET, REMOVE ALL REMAINING SEDIMENT CONTROL MEASURES FROM THE
SITE. CONTRACTOR SHALL MINIMIZE THE LENGTH OF TIME BETWEEN INITIAL LAND DISTURBANCE AND FINAL VEGETATION STABILIZATION OF THE
SITE.
THE PROPOSED EROSION AND SEDIMENT CONTROL MEASURES ARE INTENDED TO TRAP ANY STORMWATER RUNOFF FROM THE CONSTRUCTION SITE
AND DETAIN IT LONG ENOUGH FOR SEDIMENT AND POLLUTANTS TO SETTLE OUT OF THE STORMWATER BEFORE DISCHARGE. VARIOUS EROSION
CONTROL MEASURES ARE USED TO PREVENT POLLUTANT-LADEN STORMWATER RUNOFF FROM FLOWING ONTO ADJACENT PROPERTIES.
SEDIMENT & EROSION CONTROL NOTES
EROSION CONTROL NARRATIVE
NOTE TO CONTRACTOR:
EROSION CONTROL MEASURES TO
BE INSTALLED PRIOR TO THE BEGINNING
OF DEMOLITION & TREE REMOVAL
SKIMMER BASIN DESIGN BASED ON 3 DAYS TO DRAIN.
BASIN AND DIVERSIONS SHALL BE SEEDED, MULCHED AND
ANCHORED/LINED AND PINNED UPON INSTALLATION OF
MEASURES.
BASIN NOTES
NOTE TO CONTRACTOR:
1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC.
THAT MAY BE REQUIRED.
2. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW
EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING
SYSTEM.
3. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
4. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF
ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON
COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE OWNER.
5. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE
ENGINEER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE
WITHOUT THE WRITTEN PERMISSION OF THE OWNER.
6. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE
REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.
GENERAL NOTES
1.THE CONTRACTOR SHALL PROTECT ALL TREES AND
SHRUBS OUTSIDE OF CUT/FILL LINES, IN ADDITION TO
THOSE THAT RECEIVE TREE/SHRUB PROTECTION
BARRIERS. THE CONTRACTOR IS ALSO REQUESTED TO
SAVE ALL OTHER EXISTING TREES AND SHRUBS WHERE
POSSIBLE.
2.WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS
CLEANLY USING A DISC TRENCHER AND IMMEDIATELY
COVER ALL ROOT CUT SURFACES LARGER THAN TWO
INCHES IN DIAMETER WITH TREE WOUND DRESSING. USE
PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO
PROPOSED CURB & GUTTER OR SIDEWALK.
3.NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION
MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR OTHER
LAND DISTURBING ACTIVITY ALLOWED IN THE TREE
PROTECTION ZONE. TREE BARRICADES MUST BE
INSTALLED BEFORE ANY DEMOLITION, GRADING OR
CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL
INSPECTION.
4.NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE
SOIL AND LEAF LITTER UNDISTURBED. SUPPLEMENT WITH
1-2 INCHES OF MULCH. RE-SEED WITH GRASS ONLY IN
DISTURBED/GRADED AREAS.
5.TREE BARRICADES MUST BE INSTALLED BEFORE ANY
DEMOLITION, CLEARING, GRADING OR CONSTRUCTION
BEGINS AND IS NOT TO BE REMOVED UNTIL AFTER
CONSTRUCTION.
6.TREE PROTECTION FENCE IS TO BE LOCATED 1 FOOT PER
TREE DIAMETER INCH AWAY FROM THE TREE.
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES
INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR DEVELOPED A COMBINED
FORM. THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE
PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CALL THE APPLICABLE NCDENR REGIONAL OFFICE: (RALEIGH: 919-791-4200)
(FAYETTEVILLE: 910-433-3300) (WILMINGTON: 910-796-7215) (WASHINGTON: 252-946-6481) (WINSTON-SALEM: 336-771-5000) (MOORESVILLE: 704-663-1699)
(ASHEVILLE: 828-296-4500).
NOTIFICATION OF COMBINED SELF-MONITORING AND SELF-INSPECTION FORM:
TREE PROTECTION NOTES
NORTH CAROLINA CONSTRUCTION GENERAL PERMIT NOTE
As of April 1, 2019, all new construction activities are required to complete and submit an electronic Notice of Intent
(NOI) form requesting a Certificate of Coverage (COC) under the NCG010000 Construction Stormwater General
Permit. This form MUST be submitted prior to the commencement of any land disturbing activity on the above
named project. The NOI form may be accessed at deq.nc.gov/NCG01. Please direct questions about the NOI form to
Annette Lucas at Annette.lucas@ncdenr.gov or Paul Clark at Paul.clark@ncdenr.gov.
After you submit a complete and correct NOI Form, a COC will be emailed to you within three business days.
Initially, DEMLR will not charge a fee for coverage under the NCG01 permit. However, on or after May 1, 2019, a
$100 fee will be charged annually. This fee is to be sent to the DEMLR Stormwater Central Office staff in Raleigh.
Title 15A NCAC 4B .0118(a) and the NCG01 permit require that the following documentation be kept on file at the
job site:
1.The approved E&SC plan as well as any approved deviation.
2.The NCG01 permit and the COC, once it is received.
3.Records of inspections made during the previous 30 days.
4.The Certificate of Approval
DG#23680-US 421 N. Harnett County___ US Highway 421 NLillington, NC Harnett CountyRHETSON COMPANIES, INC.
ATTN. JOHN PARKER
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
(910) 944-0881
john@rhetson.com
OWNER/DEVELOPER:
Sheet No.
TitleNo.DateREVISIONSDesc.Drawn
Rhetson Project#Checked
Project No. Initial Date
This document, together with the
concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared.
Reuse of and improper reliance on this
document without written
authorization and adaptation by
Bowman North Carolina, Ltd. shall be
without liability to Bowman North
Carolina, Ltd.
058004February 28, 2022
21103Bowman North Carolina Ltd.bowman.comF-14454006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C-6A
INITIAL PHASE
EROSION
CONTROL PLAN
EROSION CONTROL NOTES
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX H
B
SS SS6" MIN. FREEBOARD
DITCH WBHSLOPE(%)LONG. SS CHANNEL LINING
DATA BLOCK
EXTEND LINING TO
TOP OF DITCH
EXTEND LINING TO
TOP OF DITCH
CHANNEL LINING
5.0'1.0'1.0'0.47% 2:1TEMPORARY DIVERSION
DITCH #1
STRAW WITH NETNAG DS75
N.T.S.
TEMPORARY DIVERSION DITCH1
7.0'1.0'1.5'1.11% 2:1TEMPORARY DIVERSION
DITCH #2
STRAW WITH NETNAG DS75
1. EROSION & SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE AND LAND DISTURBING ACTIVITIES
OCCUR. THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (e-NOI) FORM AT deq.nc.gov/NCG01. PLEASE NOTE, THE e-NOI
FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST
BE KEPT ON-SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTIONS.
2. CONTACT NCDEQ FAYETTEVILLE REGIONAL OFFICE BEFORE ANY LAND DISTURBANCE OCCURS.
3. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN RECEIVED AND THAT THOSE REQUIRED TO BE DISPLAYED ON-SITE ARE AVAILABLE.
4. CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION MEETING AT LEAST 48 HOURS BEFORE THE ACTUAL START OF CONSTRUCTION. CONTACT NCDEQ INSPECTOR.
5. CONTRACTOR SHALL CONTACT CAROLINA ONE CALL AND ALL ENTITIES HAVING BURIED UTILITIES AT LEAST 72 HOURS PRIOR TO DIGGING OR AS DIRECTED AT
THE PRE-CONSTRUCTION MEETING.
6. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT EACH POINT OF ACCESS TO STORAGE AND CONSTRUCTION AREAS. EROSION
CONTROL MEASURES SHALL BE INSTALLED PRIOR TO DEMOLITION AND TREE REMOVAL OPERATIONS.
7. INITIAL PHASE SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH PLANS BEFORE STARTING WORK INCLUDING SILT
FENCE, INLET PROTECTION, SKIMMER BASIN, DIVERSION DITCHES, TREE PROTECTION, ETC., CLEARING ONLY AS NECESSARY FOR THE INSTALLATION OF
THESE MEASURES.
CONTRACTOR SHALL INCLUDE A RAIN GAUGE AND LOG BOOK CONTAINING THE INSPECTION RECORDS FOR THE SITE
INSTALL SKIMMER BASIN AND TEMPORARY DITCHES- STABILIZE EARTH BERMS AS WELL AS BASIN SLOPES & INSTALL EROSION CONTROL MATTING IN
TEMPORARY DIVERSIONS PRIOR TO BEGINNING MASS GRADING OF THE SITE
ONCE THE BASIN/DIVERSION ARE INSTALLED SEED/MULCH IMMEDIATELY
ALL DEMOLITION DEBRIS IS TO GO TO AN APPROVED LANDFILL OR RELATED FACILITY
INITIALLY CONSTRUCT THE GRADE FOR THE BUILDING PAD AND THE PARKING AREAS THAT ARE DRAINING TO THE TEMPORARY SKIMMER BASIN,
MAINTAINING STORMWATER RUNOFF TOWARD THE BASIN. ADJUST THE LOCATION OF TEMPORARY DITCHES AS NECESSARY TO DIVERT RUNOFF FROM
THE DRAINAGE SYSTEMS TO THE TEMPORARY SKIMMER BASIN. ONCE THESE AREAS ARE UP TO GRADE AND STABILIZED WITH CONCRETE, PAVEMENT, OR
VEGETATION THEN DIVERT STORMWATER RUNOFF TO THE PROPOSED STORM DRAINAGE DEVICES AND THE TEMPORARY SKIMMER BASIN CAN BE
REMOVED AND THE AREA CAN BE BROUGHT UP TO GRADE. ONCE THE AREA IS UP TO GRADE, STABILIZE WITH CONCRETE, PAVEMENT, OR VEGETATION
IMMEDIATELY.
CONTRACTOR TO USE PARKING AREAS ADJACENT TO THE PROPOSED BUILDING FOR LAY-DOWN/STAGING AREAS - MAINTAIN THESE AREAS SO THATSEDIMENT LADEN RUNOFF WILL BE DIVERTED TO EROSION CONTROL MEASURES. INSTALL SILT FENCE AROUND LAY-DOWN/STAGING AREA AS SHOWN
8. CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
ALL APPLICABLE E&S CONTROL MEASURES MUST BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
9. SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND
WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS
DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN.
10. STOCKPILE RIP-RAP ON SITE AND INSTALL ALL EROSION CONTROL MEASURES WHERE THE WORK IS OCCURRING. ADDITIONAL EROSION CONTROL MEASURES
MAY BE REQUIRED BY THE ENGINEER OR UPON RECOMMENDATION OF NCDEQ INSPECTION PERSONNEL AS CONDITIONS WARRANT.
11. ALL DISTURBED AREAS SHALL HAVE GROUND STABILIZATION BY THE CONTRACTOR ACCORDING TO THE CHART ON THIS SHEET.
12. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE.
13. UPON COMPLETION OF THE INSTALLATION AND WITH APPROVAL OF NCDEQ, ALL EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF IN AN
ACCEPTABLE MANNER. EACH SECTION SHALL BE SEEDED/MULCHED IMMEDIATELY AFTER INSTALLATION OF PIPE, STRUCTURE, OR ACCESS. COORDINATE
WITH THE EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
WITH APPROVAL OF NCDEQ, THE SKIMMER BASIN SHALL BE DECOMMISSIONED, REMOVING AND DISPOSING OF ALL ACCUMULATED SEDIMENT IN A
LAWFUL MANNER. USE SILT BAG/FILTER BAG (SEE DETAIL 11 ON SHEET C-9B) AND PUMP FOR DEWATERING THE BASIN AND DIVERSION DITCHES. UPON
SKIMMER BASIN REMOVAL, PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY RESULTING BARE AREAS IMMEDIATELY.
DURING DE-WATERING OPERATIONS, BASINS SHOULD BE CONSTANTLY MONITORED AND WATER SHALL BE PUMPED INTO AN APPROVED FILTERING
DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
14. ONCE ADEQUATE PERMANENT GROUND COVER IS ESTABLISHED, ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITH THE APPROVAL OF
NCDEQ INSPECTOR.
15. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION & SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, NCDOT, U.S. DEPT. OF AGRICULTURE, AND STATE STANDARDS.
16. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE
PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT deq.nc.gov/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION
(e-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE e-NOT HAS BEEN FILLED OUT.
CONSTRUCTION SEQUENCE
EROSION CONTROL LEGEND
REFER TO DETAIL SHEET FOR CONSTRUCTION REQUIREMENTS
>TD >TD TEMP. DIVERSION DITCH
SF
RIP RAP APPRON
TEMPORARY INLET
PROTECTION
TEMPORARY SILT FENCE
CONSTRUCTION ENTRANCE
TEMPORARY SILT
FENCE OUTLET
HORSESHOE INLET
PROTECTION
LOD LOD LIMITS OF DISTURBANCE
SKIMMER DEVICE
FILTER BAG PUMP
CHECK DAM
TREE PROTECTION FENCETPF
SF/TP SILT/TREE PROTECTION FENCE
CE
HYD18" RCP
INV=324.11
TRACT # 1
0.247 ACRES
DONALD L. NORDON
ET-UX
PATRICIA G. MCKEE
DB.3669 PG. 195
PIN - 0610-87-8640
PID - 139691 0061
ZONING - RA-20R
15FT TYPE D BUF
F
E
R
15FT TYPE D BUFFER15FT TYPE A BUFFER
50.00'
71.
8
5
'
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R
/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WWM
WM
WM
WM
WM
WM WM WM
WM WM
WM
WM
WM
WM
WM
WM WM
WM
WM
WM
WM
WM
WM WM
WM WM
WM WM WM
WM
CONCRETE
DRIVEWAY
EXISTING
DWELLING
EXISTING
COMMERCIAL
BUILDING
EXISTING
ASPHALT
PARKING LOT WMWMWMWMWMWMWMWMWMWMWMWMOHEOHEOHEOHEOHEOHEOHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWM
WM
WM
WM
WM
WM
WM
WM WM WM WM WM WM WM WM WM WM WM WM
W
M
WMWMWMWMWMWM WM
S
4
7
°
5
1
'
5
3
"
E
S 82°24'28" E
70.77'
S 82°24'28" E 165.
7
0
'
S 82°24'28" E 286.
4
7
'
S 82°24'28" E
50.00'N 01°05'14" W 217.24'N 81°34'39" W
S 89°53'20" W 296.24'S 89°53'20" W 133.80'S 89°53'20" W 162.44'S 05°12'32" E 138.46'N/F
ROUNDTREE LLC & MONTROSE PROPERTY LLC
DB. 3566 PG. 51
PIN - 0610-87-6690
ID - 139691 0030 04
ZONING - COMM
(RETAIL)
N/F
JAMES ROBERT WAGNER
DB. 3959 PG. 536
PIN - 0610-87-7464
PID - 139691 0030 02
ZONING - RA-20R
(SINGLE-FAMILY)N/F
JULIO CESAR YANES
DB. 3909 PG. 923
PIN - 0610-97-0423.000
PID - 130610 0102
ZONING - RA-30
(SINGLE-FAMILY)
346
345
345 3403353343303303303
3
0
327
330
335340
340
335
US Highway 421
N
150' Public R/W
(55 MPH)421
Mamers RoadSR#126560' Public R/W150' R/WTRACT #2
0.585 ACRES
CEBCO CONSTRUCTION, INC
DB 848, PG 214
PIN - 0610-97-0587
PID - 130610 0088
ZONING - RA-30
TRACT #3
0.710 ACRES
PHILLIS B. THOMAS
DB 3860, PG 707
PIN - 0610-87-9549
PID - 130610 0089
ZONING - COMM
OVERALL PARCEL
67,173 SF (1.542 AC)
CONTROL CORNER
NIP
GPS COORDINATES
NC GRID NORTH
NAD 83-2011
N:607682.56'
E:2019109.50'
LAT:35.4197
LON:78.9359
Z.: 330.82'
NIP
ECM
EIP
CC
EIPEIP
EIP
CC
CC
30' DUKE ENERGY
EASEMENTWMWMWM
WM
WM WMWM18" RCP
INV=324.51
C
FO FO
C10FT TYPE C BUFFER40'± PAVEMENTRLRLRLRLRLRL18"
R
C
P
DRIVEWAY
ASPHALT18" R
CP
330325
320
315
325
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHEOHEOHEOHEOHE18" RCP
INV=323.49
15" RCP
INV=313.86
SANSANSANSAN
SAN
SAN
SAN RLRLRLRLRLRLLODLODLODLODLODLODLOD LOD
LOD
LOD LODLODLOD LOD
LODLOD
LO
D
L
O
D
LOD LODLOD LODLODLODLODLOD
LOD LOD LOD LOD
LOD
LODLODLODLODLODLODLOD LOD
L
O
D LODLODLODLODLO
D
LODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD LOD LODLODLODLODLODLODLODW
W
W
W
W
W
W
W WVBP
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
CECONSTRUCTION
ENTRANCE
TEMPORARYCONSTRUCTIONMATERIALSTORAGE AREASFSFSFSFSFPROPOSED
STOCKPILE
LOCATION
TEMPORARY SILT
FENCESFSFSF
SF
TEMPORARY
SILT FENCE
SILT FENCE
OUTLET
SILT FENCE
OUTLET
SILT FENCE
OUTLET
SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCONCRETE
WASH AREA
TEMPORARY SILT
FENCE
TEMPORARY SILT
FENCE
TEMPORARY SILT
FENCE
TEMPORARY INLET
PROTECTION (TYP)
TEMPORARY INLET
PROTECTION (TYP)
TEMPORARY INLET
PROTECTION (TYP)
TEMPORARY INLET
PROTECTION (TYP)
HORSESHOE INLET
PROTECTION
RIP-RAP APRON#1
REFER TO DETAIL ON
SHEET C-9B FOR
CONSTRUCTION REQUIREMENTS
SILT FENCE
OUTLET
RAIN GAUGE &
PLAN BOX
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFTEMPORARY SILT
FENCE
STOP
IT'S THE LAW
CALL 1-800-632-4949
BEFORE YOU DIG
N.C. ONE-CALL CENTER
Know what's below.
R
Call before you dig.
0 GRAPHIC SCALE
1 INCH = 30 FEET
15 603030 120
DG#23680-US 421 N. Harnett County___ US Highway 421 NLillington, NC Harnett CountyRHETSON COMPANIES, INC.
ATTN. JOHN PARKER
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
(910) 944-0881
john@rhetson.com
OWNER/DEVELOPER:
Sheet No.
TitleNo.DateREVISIONSDesc.Drawn
Rhetson Project#Checked
Project No. Initial Date
This document, together with the
concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared.
Reuse of and improper reliance on this
document without written
authorization and adaptation by
Bowman North Carolina, Ltd. shall be
without liability to Bowman North
Carolina, Ltd.
058004February 28, 2022
21103Bowman North Carolina Ltd.bowman.comF-14454006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C-6B
FINAL PHASE
EROSION
CONTROL PLAN
EROSION CONTROL LEGEND
REFER TO DETAIL SHEET FOR CONSTRUCTION REQUIREMENTS
>TD >TD TEMP. DIVERSION DITCH
SF
RIP RAP APPRON
TEMPORARY INLET
PROTECTION
TEMPORARY SILT FENCE
CONSTRUCTION ENTRANCE
TEMPORARY SILT
FENCE OUTLET
HORSESHOE INLET
PROTECTION
LOD LOD LIMITS OF DISTURBANCE
SKIMMER DEVICE
FILTER BAG PUMP
CHECK DAM
TREE PROTECTION FENCETPF
SF/TP SILT/TREE PROTECTION FENCE
CE
1. EROSION & SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE AND LAND DISTURBING ACTIVITIES
OCCUR. THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (e-NOI) FORM AT deq.nc.gov/NCG01. PLEASE NOTE, THE e-NOI
FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST
BE KEPT ON-SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTIONS.
2. CONTACT NCDEQ FAYETTEVILLE REGIONAL OFFICE BEFORE ANY LAND DISTURBANCE OCCURS.
3. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN RECEIVED AND THAT THOSE REQUIRED TO BE DISPLAYED ON-SITE ARE AVAILABLE.
4. CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION MEETING AT LEAST 48 HOURS BEFORE THE ACTUAL START OF CONSTRUCTION. CONTACT NCDEQ INSPECTOR.
5. CONTRACTOR SHALL CONTACT CAROLINA ONE CALL AND ALL ENTITIES HAVING BURIED UTILITIES AT LEAST 72 HOURS PRIOR TO DIGGING OR AS DIRECTED AT
THE PRE-CONSTRUCTION MEETING.
6. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT EACH POINT OF ACCESS TO STORAGE AND CONSTRUCTION AREAS. EROSION
CONTROL MEASURES SHALL BE INSTALLED PRIOR TO DEMOLITION AND TREE REMOVAL OPERATIONS.
7. INITIAL PHASE SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH PLANS BEFORE STARTING WORK INCLUDING SILT
FENCE, INLET PROTECTION, SKIMMER BASIN, DIVERSION DITCHES, TREE PROTECTION, ETC., CLEARING ONLY AS NECESSARY FOR THE INSTALLATION OF
THESE MEASURES.
CONTRACTOR SHALL INCLUDE A RAIN GAUGE AND LOG BOOK CONTAINING THE INSPECTION RECORDS FOR THE SITE
INSTALL SKIMMER BASIN AND TEMPORARY DITCHES- STABILIZE EARTH BERMS AS WELL AS BASIN SLOPES & INSTALL EROSION CONTROL MATTING IN
TEMPORARY DIVERSIONS PRIOR TO BEGINNING MASS GRADING OF THE SITE
ONCE THE BASIN/DIVERSION ARE INSTALLED SEED/MULCH IMMEDIATELY
ALL DEMOLITION DEBRIS IS TO GO TO AN APPROVED LANDFILL OR RELATED FACILITY
INITIALLY CONSTRUCT THE GRADE FOR THE BUILDING PAD AND THE PARKING AREAS THAT ARE DRAINING TO THE TEMPORARY SKIMMER BASIN,
MAINTAINING STORMWATER RUNOFF TOWARD THE BASIN. ADJUST THE LOCATION OF TEMPORARY DITCHES AS NECESSARY TO DIVERT RUNOFF FROMTHE DRAINAGE SYSTEMS TO THE TEMPORARY SKIMMER BASIN. ONCE THESE AREAS ARE UP TO GRADE AND STABILIZED WITH CONCRETE, PAVEMENT, OR
VEGETATION THEN DIVERT STORMWATER RUNOFF TO THE PROPOSED STORM DRAINAGE DEVICES AND THE TEMPORARY SKIMMER BASIN CAN BE
REMOVED AND THE AREA CAN BE BROUGHT UP TO GRADE. ONCE THE AREA IS UP TO GRADE, STABILIZE WITH CONCRETE, PAVEMENT, OR VEGETATION
IMMEDIATELY.
CONTRACTOR TO USE PARKING AREAS ADJACENT TO THE PROPOSED BUILDING FOR LAY-DOWN/STAGING AREAS - MAINTAIN THESE AREAS SO THAT
SEDIMENT LADEN RUNOFF WILL BE DIVERTED TO EROSION CONTROL MEASURES. INSTALL SILT FENCE AROUND LAY-DOWN/STAGING AREA AS SHOWN
8. CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
ALL APPLICABLE E&S CONTROL MEASURES MUST BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
9. SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND
WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS
DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN.
10. STOCKPILE RIP-RAP ON SITE AND INSTALL ALL EROSION CONTROL MEASURES WHERE THE WORK IS OCCURRING. ADDITIONAL EROSION CONTROL MEASURES
MAY BE REQUIRED BY THE ENGINEER OR UPON RECOMMENDATION OF NCDEQ INSPECTION PERSONNEL AS CONDITIONS WARRANT.
11. ALL DISTURBED AREAS SHALL HAVE GROUND STABILIZATION BY THE CONTRACTOR ACCORDING TO THE CHART ON THIS SHEET.
12. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE.
13. UPON COMPLETION OF THE INSTALLATION AND WITH APPROVAL OF NCDEQ, ALL EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF IN AN
ACCEPTABLE MANNER. EACH SECTION SHALL BE SEEDED/MULCHED IMMEDIATELY AFTER INSTALLATION OF PIPE, STRUCTURE, OR ACCESS. COORDINATE
WITH THE EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
WITH APPROVAL OF NCDEQ, THE SKIMMER BASIN SHALL BE DECOMMISSIONED, REMOVING AND DISPOSING OF ALL ACCUMULATED SEDIMENT IN A
LAWFUL MANNER. USE SILT BAG/FILTER BAG (SEE DETAIL 11 ON SHEET C-9B) AND PUMP FOR DEWATERING THE BASIN AND DIVERSION DITCHES. UPONSKIMMER BASIN REMOVAL, PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY RESULTING BARE AREAS IMMEDIATELY.
DURING DE-WATERING OPERATIONS, BASINS SHOULD BE CONSTANTLY MONITORED AND WATER SHALL BE PUMPED INTO AN APPROVED FILTERING
DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
14. ONCE ADEQUATE PERMANENT GROUND COVER IS ESTABLISHED, ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITH THE APPROVAL OF
NCDEQ INSPECTOR.
15. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION & SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, NCDOT, U.S. DEPT. OF AGRICULTURE, AND STATE STANDARDS.
16. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE
PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT deq.nc.gov/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION
(e-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE e-NOT HAS BEEN FILLED OUT.
CONSTRUCTION SEQUENCE
REFER TO DETAIL SHEETS FOR CONSTRUCTION DETAILS OF THE PROPOSED
EROSION CONTROL MEASURES TO BE USED IN THE DEVELOPMENT OF THIS SITE.
REFER TO DETAIL SHEETS FOR TEMPORARY AND PERMANENT SEEDING
SCHEDULES FOR PROVIDING GROUND COVER THE FOR THE DEVELOPMENT.
EROSION CONTROL NOTES
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES
INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR DEVELOPED A COMBINED
FORM. THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE
PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CALL THE APPLICABLE NCDENR REGIONAL OFFICE: (RALEIGH: 919-791-4200)
(FAYETTEVILLE: 910-433-3300) (WILMINGTON: 910-796-7215) (WASHINGTON: 252-946-6481) (WINSTON-SALEM: 336-771-5000) (MOORESVILLE: 704-663-1699)
(ASHEVILLE: 828-296-4500).
NOTIFICATION OF COMBINED SELF-MONITORING AND SELF-INSPECTION FORM:
NORTH CAROLINA CONSTRUCTION GENERAL PERMIT NOTE
As of April 1, 2019, all new construction activities are required to complete and submit an electronic Notice of Intent
(NOI) form requesting a Certificate of Coverage (COC) under the NCG010000 Construction Stormwater General
Permit. This form MUST be submitted prior to the commencement of any land disturbing activity on the above
named project. The NOI form may be accessed at deq.nc.gov/NCG01. Please direct questions about the NOI form to
Annette Lucas at Annette.lucas@ncdenr.gov or Paul Clark at Paul.clark@ncdenr.gov.
After you submit a complete and correct NOI Form, a COC will be emailed to you within three business days.
Initially, DEMLR will not charge a fee for coverage under the NCG01 permit. However, on or after May 1, 2019, a
$100 fee will be charged annually. This fee is to be sent to the DEMLR Stormwater Central Office staff in Raleigh.
Title 15A NCAC 4B .0118(a) and the NCG01 permit require that the following documentation be kept on file at the
job site:
1.The approved E&SC plan as well as any approved deviation.
2.The NCG01 permit and the COC, once it is received.
3.Records of inspections made during the previous 30 days.
4.The Certificate of Approval
GROUND COVER REQUIREMENTS:
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION-CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES
LEFT EXPOSED WILL, ACCORDING TO THE FOLLOWING CHART, BE PLANTED OR OTHERWISE PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
PROVISIONS FOR PERMANENT GROUNDCOVER SUFFICIENT TO RETAIN EROSION MUST BE ACCOMPLISHED FOR
ALL DISTURBED AREAS ACCORDING TO THE FOLLOWING CHART FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
NONE7 DAYS
STABILIZATION TIMEFRAME
PERIMETER DIKES, SWALES,
DITCHES AND SLOPES
NONE7 DAYSHIGH QUALITY WATER (HQW)
ZONES
7 DAYSSLOPES STEEPER THAN 3:1 IF SLOPES ARE 10' OR LESS IN
LENGTH AND ARE NOT STEEPER THAN
2:1, 14 DAYS ARE ALLOWED
14 DAYSSLOPES 3:1 OR FLATTER 7 DAYS FOR SLOPES GREATER THAN
50FT IN LENGTH
14 DAYS NONE, EXCEPT FOR PERIMETERS
AND HQW ZONES
ALL OTHER AREAS WITH
SLOPES FLATTER THAN 4:1
TIMEFRAME EXCEPTIONSSTABILIZATIONSITE AREA DESCRIPTION
NONEIMMEDIATELYBASIN & TEMPORARY
DIVERSION DITCHES
3"8"
3"CLR.1/2"
6"1"ASPHALT PAVEMENT
9'-0" (MIN) WIDE TURN-DOWN STYLE CONCRETE
SIDEWALK IN FRONT OF BUILDING - SLOPE AWAY
FROM BUILDING.
INSTALL A GROOVE 6" FROM FACE OF
CONCRETE SIDEWALK 1'-0"5"CLR.
4"
PLAN
1"8"
1" RAD.
6'-0"
SECTION
CONTRACTOR TO
COORDINATE EXACT
REBAR HOLE SIZES AND
LOCATIONS WITH WHEEL
STOP MANUFACTURER.
6X6 - 10/10 WWF
ASPHALT PAVEMENT
COMPACTED STONE
COMPACTED SUBGRADE
BASE
COMPACTED SUB BASE
#4 CONTINUOUS STEEL
SEALANT
4" CONC. SIDEWALK
REPORT)
(REFER TO GEOTECHNICAL
42" TO FACE OF BUILDING
REBAR (TOP AND BOTTOM)
30" TO FACE OF CURB OR SIDEWALK
MIX OF NON-SHRINK GROUT AFTER
REBAR INSTALLATION.
3/4" - 1" DIA. HOLE
18" #3 REBAR. FILL HOLE WITH SLURRY
SIDEWALK DETAIL
NOT TO SCALE
CURB EDGE CONCRETE SIDEWALK
NOT TO SCALE
WHEEL STOP
NOT TO SCALE
ASPHALT PAVEMENT1 1/4"2"3/4"
GREENSTREAK PAVING CAP SEAL
FOR ADDITIONAL INFORMATION.
PROFILE #610 - SEE SPECIFICATIONS
1 3/8"2 1/2"MIN.ELASTOMERIC SEALANT
SAWCUT JOINT - FILL
WITH SELF LEVELING
SPACING REQUIREMENTS
NOTE: SEE SPECIFICATIONS FOR
TYPICAL CONTROL JOINT
TYPICAL EXPANSION JOINT 1/4 ddCONCRETE JOINTS
NOT TO SCALE
PAVEMENT DETAILS
NOT TO SCALE
PAVEMENT GENERAL NOTES:
1. DETAILS ARE DOLLAR GENERAL MINIMUM REQUIREMENTS AND MAY INCREASE WITH VARIOUS SOIL CONDITIONS. A
GEOTECHNICAL INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS SHALL BE COMPLETED FOR EACH
DEVELOPMENT. THE FOLLOWING DETAILS ARE MINIMUM DOLLAR GENERAL PAVEMENT REQUIREMENTS.
INCREASED RECOMMENDATIONS ARE TO BE USED.
2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO PLACEMENT
OF BASE MATERIAL. WHERE EXISTING SUBGRADE MATERIALS ARE UNSUITABLE, THEY SHALL BE REMOVED AND
REPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS.
3. HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BY THE
GEOTECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEEL REINFORCED. REINFORCEMENT TYPE
SHALL BE PRIOR APPROVED BY DOLLAR GENERAL.
4. CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLAR GENERAL FOR PRIOR APPROVAL. ALL JOINTS MUST BE
SEALED WITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BE USED AT JOINTS. REFER TO ACI 330R (GUIDE
FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS) FOR JOINT DESIGN AND LAYOUT.CONCRETE PAVEMENTASPHALTIC PAVEMENTSTANDARD DUTY CONCRETE DETAIL
HEAVY DUTY CONCRETE DETAIL
STANDARD DUTY ASPHALT DETAIL
HEAVY DUTY ASPHALT DETAIL 4'-0"7'-0" (MIN.)2'-0"HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
ACCESSIBLE PARKING SIGNAGE NOTES:
1. ALL LETTERS ARE TO BE PER THE LATEST EDITION OF THE MUTCD.
2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED
LEGEND AND BORDER.
3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND
AND BORDER.
4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND
AND BORDER. CONTRACTOR SHALL VERIFY FINE AMOUNT AND ORDINANCE NUMBER.
5. ONE (1) SIGN REQUIRED FOR EACH ACCESSIBLE PARKING SPACE.
6. INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES. (MUTCD)
7. SIGN MAY BE MOUNTED ON BUILDING/WALL, AT PROPER HEIGHT, IF ALIGNED WITHIN 12" OF CENTER OF PARKING SPACE.
STANDARD STATE APPROVED
HANDICAPPED SIGNAGE INSTALLED
ON A METAL COLUMN AT THE
PROPER HEIGHT REQUIRED.
PROVIDE ADDITIONAL SIGNAGE
AS REQUIRED PER REGULATIONS
BOLT SIGNS TO GALVANIZED METAL PIPE COLUMN
CONCRETE SURROUND AROUND PIPE COLUMN
1'-6"
MIN.
6" DIAMETER CONCRETE FILLED
STEEL PIPE BOLLARD, PAINTED YELLOW
HANDICAP SIGN
MUTCD
R7-8E
12"x26"
12"x6"
R7-8P
12"x9"
12"x18"
R7-8
MUTCD
MUTCD
12"x6"
R7-8P
MUTCD
NCDOT PAVEMENT SECTION
4" WIDE SAFETY YELLOW ON ALL SIDEWALK EDGES
ABUTTING SAME COLORED PAVEMENT
COMPACTED SUB GRADE
3" S9.5B PER NCDOT STANDARDS (2 LIFTS)
4" I19.0C PER NCDOT STANDARDS
5" B-25.0C PER NCDOT STANDARDS
INCLUDES 1.5" OF OVERLAY AS APPLICABLE
1
2
5
6
7
8
MATERIALS AND CONSTRUCTION REQUIREMENTS PER THE NORTH CAROLINA DEPARTMENTOF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITION
* REFER TO NCDOT DRIVEWAY PERMIT FOR ADDITIONAL REQUIREMENTS
* REFER TO PROJECT GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS
MATERIALS AND CONSTRUCTION REQUIREMENTS PER THE NORTH CAROLINA DEPARTMENTOF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITION
* REFER TO NCDOT DRIVEWAY PERMIT FOR ADDITIONAL REQUIREMENTS
DG#23680-US 421 N. Harnett County___ US Highway 421 NLillington, NC Harnett CountyRHETSON COMPANIES, INC.
ATTN. JOHN PARKER
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
(910) 944-0881
john@rhetson.com
OWNER/DEVELOPER:
Sheet No.
TitleNo.DateREVISIONSDesc.Drawn
Rhetson Project#Checked
Project No. Initial Date
This document, together with the
concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared.
Reuse of and improper reliance on this
document without written
authorization and adaptation by
Bowman North Carolina, Ltd. shall be
without liability to Bowman North
Carolina, Ltd.
058004February 28, 2022
21103Bowman North Carolina Ltd.bowman.comF-14454006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C-7
CONSTRUCTION
DETAILS
NOT TO SCALE
HANDICAP PARKING, ACCESS
RAMP AND ACCESS AISLE DETAILS
HANDICAP PARKING DETAIL
NOT TO SCALE
PAV
E
M
E
N
T
PA
V
E
M
E
N
T1:12 MAX.
10'-
0
"
9'-0"MIN.
CO
N
C
R
E
T
E
SID
E
W
A
L
K
9'-0
"
MI
N
.
5'-0"MIN.
9'-0
"
MI
N
.18'-0"
MI
N
5
'
-
0
"
SLOPE
CON
C
R
E
T
E
SID
E
W
A
L
K
ACCESS AISLE
STANDARDPARKING SPACESTRIPING BOLLARDWITH H.C.PARKING SIGN 1:10 MAXSLOPE
BOLLARD PAINTEDYELLOW
1:10 MAXSLOPE
BOLLARDWITH H.C.PARKING SIGN
SLOPE CONCRETEAWAY FROM BUILDING1/8" PER FOOT
4" CURBHEIGHT
4" CURBHEIGHT
6" CURBHEIGHT
6" CURBHEIGHT
GENTLY WARP THE PARKING LOT (AS NEEDED)
UP TO THE ACCESSIBLE RAMP. MAINTAIN A 4"CURB HEIGHT TO THE IMMEDIATE LEFT ANDRIGHT SIDE OF THE ACCESSABLE RAMP.
BOLLARD WITH HANDICAP PARKING
SIGN, AS REQUIRED.
4" PAINTED STRIPES - HC BLUE
COLOR @ 24" O.C. AT 45 DEGREES.
1:10 MAX. SLOPE PAINTED YELLOW
1:10 MAX. SLOPE
COLORED TOOLED/SERRATED
SLIP RESISTANT SURFACING
AND/OR TACTILE WARNING
DEVICE AS REQUIRED BY
AMERICAN WITH DISABILITIES
ACT ACCESSIBILITY GUIDELINES
AND CODE REQUIREMENTS
4" PARKING SPACE STRIPE.
BLUE COLOR.BOLLARD
PAINTED YELLOW
SIDEWALK
10'-0"18'-0"6'-0"6'-0"11'-6"RAMP1:12 MAXSLOPE9'-0" MIN 9'-0" MIN
MIN 5'-0"
H.C. / SHOPPING CART RAMP TO BE
CENTERED ABOUT THE FRONT DOOR.
SEE ARCH PLANS
BOLLARD WITHHANDICAP
PARKING SIGN, AS
REQUIRED.5'-0" MIN6'-0"6'-0"
3
4
NOTE:
ALL HANDICAPPED RAMP AND ACCESS AISLESSHALL MEET ALL CODES AND ADAREGULATIONS.
SITE ACCESSIBILITY DETAIL NOTES:
1.REFER TO SITE PLAN FOR EXACT LOCATION OF HANDICAP PARKING, WALKWAYS AND RAMPS.
2.ALL WALKWAYS, RAMPS, AND HANDICAP PARKING SIGNAGE, ETC. SHALL MEET APPROVED AMERICANS WITH DISABILITIES ACT
(ADA) STANDARDS AND LOCAL ACCESSIBILITY CODE.
3.ONE OUT OF EVERY SIX (6) ACCESSIBLE PARKING SPACES, BUT NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
4.ALL CONCRETE ACCESSIBLE RAMPS (3000 PSI) SURFACES SHALL HAVE COLORED TOOLED/SERRATED SLIP RESISTAND
SURFACING AND/OR TACTILE WARNING DEVICE PER ADA STANDARDS AND LOCAL ACCESSABILITY CODE.
5.ALL CONCRETE ACCESSIBLE RAMPS SHALL BE COLOR IMPREGNATED TO PROVIDE VISUAL CONTRAST (DARK TO LIGHT) WITH
ADJOINING CONCRETE SURFACES (MINIMUM 70% COLOR CONTRAST).
6.THE MATERIAL USED TO PROVIDE COLOR CONTRAST IN CONCRETE ACCESSIBILE RAMPS SHALL BE AN INTEGRAL (PERMANENT)
PART OF THE CONCRETE AND SHALL NOT BE PAINTED ON OR CAPABLE OF FADING OR WEARING OFF.
7.FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACESSIBILITY AISLE SHALL NOT EXCEED 1:50 SLOPE IN ANY DIRECTION.
4" WIDE SAFETY YELLOW ON ALL SIDEWALK EDGES
ABUTTING SAME COLORED PAVEMENT
DOWNSPOUT (TYP.)
USE TYPICAL PRECAST
CONC. SPLASH BLOCK
NOTE
THE GRAVEL BASE MUST EXTEND
12" MIN. IN FRONT OF SPLASH
BLOCK WITH FRONT EDGE OF
FLUME TO BE FLUSH W/TOP OF
GRAVEL.
4" MIN. DEPTH WASH GRAVEL BASE
FIN. GRADE
CONCRETE SPLASH BLOCK
NOT TO SCALE9
8" MIN.3"COMPACTED SUB GRADE
COMPACTED SUB GRADE
REINFORCING AS RECOMMENDED
BY GEOTECHNICAL CONSULTANT
(RE: NOTE 3 ABOVE)
REINFORCING AS RECOMMENDED
BY GEOTECHNICAL CONSULTANT
(RE: NOTE 3 ABOVE)
COMPACTED SUB GRADE
COMPACTED SUB GRADE
8" CRUSHED AGGREGATE BASE COURSE
(NCDOT ABC)
2.5" ASPHALT BINDER
(NCDOT I-19.0C)
1.5" ASPHALT SURFACE
(NCDOT S-9.5B)
6" CRUSHED AGGREGATE BASE COURSE
(NCDOT ABC)
3" ASPHALT SURFACE (PLACE IN 2 LIFTS)
(NCDOT S-9.5B)
4" CRUSHED AGGREGATE BASE COURSE
(NCDOT ABC)
7" PORTLAND CEMENT CONCRETE
(4,000 PSI)
4" CRUSHED AGGREGATE BASE COURSE
(NCDOT ABC)
5" PORTLAND CEMENT CONCRETE
(4,000 PSI)
DG#23680-US 421 N. Harnett County___ US Highway 421 NLillington, NC Harnett CountyRHETSON COMPANIES, INC.
ATTN. JOHN PARKER
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
(910) 944-0881
john@rhetson.com
OWNER/DEVELOPER:
Sheet No.
TitleNo.DateREVISIONSDesc.Drawn
Rhetson Project#Checked
Project No. Initial Date
This document, together with the
concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared.
Reuse of and improper reliance on this
document without written
authorization and adaptation by
Bowman North Carolina, Ltd. shall be
without liability to Bowman North
Carolina, Ltd.
058004February 28, 2022
21103Bowman North Carolina Ltd.bowman.comF-14454006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C-8
CONSTRUCTION
DETAILS
12"6"12 3/4"6 3/4"6" MIN.BACKFILL TO TOP OF CURB
CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI IN 28. CONFIRM WITH
GEOGRAPHICAL LOCATION OF THIS PARTICULAR PROJECT.
ASPHALT
PARKING LOT
CURB/GUTTER DETAIL
NOT TO SCALE
NOTE:
SET BOLLARD INTO CONCRETE FOOTER AS SHOWN. POUR
CONCRETE SIDEWALK TO BOLLARD.
STEEL PIPE EMBEDDED IN CONCRETE
FOOTING.
1'-4"6"3'-6"1" MAX.4'-0"TYPICAL BOLLARD DETAIL
NOT TO SCALE
PAINTED REFLECTIVE WHITE. 2. THESE WORDS AND ARROWS ARE TO BE
DEVICES FOR STREETS AND HIGHWAYS
MANUAL ON UNIFORM TRAFFIC CONTROL AS OUTLINED IN SECTION 3B OF THE BE APPLIED ACCORDING TO REQUIREMENTS 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL
NOTE:
5.75'8.0'(TYP)8.0'STOP SIGN DETAIL
NOT TO SCALE
PAVEMENT MARKINGS
NOT TO SCALE
2
3
4
5
CONCRETE WASH DOME - PROVIDE
SMOOTH, ROUND SURFACE
4" PIPE - CONCRETE FILLED. REFER TO
PLANS FOR SIZE AND LOCATION. PAINT
OSHA SAFETY YELLOW.
SLOPE SURFACE AWAY FROM PIPE TO 1/2"
PRE-MOLDED EXPANSION JOINT (TYP.)
ASHPHALT (OR) CONC. PAVING
7'-0" TO BOTTOM OFLOWEST REQUIRED SIGN1'-6"2'-0"4" MIN.GALVANIZED "U" CHANNEL POST
CONCRETE
4000 PSI
R1-1 REFLECTIVE ALUMINIUM
PAINT CONCRETE BLACK
AFTER CURINGAT ASPHALT LOCATIONS
PRIVACY FENCE / DUMPSTER SCREEN DETAIL
NOT TO SCALE1
DUMPSTER
14" TYP.3'-0"12"
DUMPSTER ENCLOSURE PLAN
SCALE: NTS
6" I.D. STEEL
POSTS FOR GATE
1x6 TREATED WOOD
VERTICALS ON 2x4
NAILERS
4x4
1x6
2x4
8' MAX. POST SPACING
6"-7"2"-3" DIRTBACKFILL6'-0"1"-2" SPACEFRONT VIEW
NOTE:
1.WOOD TO BE TREATED PINE. USE GALVANIZED
NAILS FOR FASTENING.
2.NUMBER OF BOARDS WILL VARY DEPENDING ON
SPACE BETWEEN BOARDS AND ACTUAL WIDTH
OF BOARDS.
FRONT
2x44x4
1x6
TOP VIEW
14" TYP.
DUMPSTER
18'-0"
CLEAR
12'-0"CLEAR16'-8"
CLEAR1-0"4x4 TREATED
WOOD POSTS
BOLLARDS
8"x8"x18" STEEL GUSSET PLAT
(INSIDE ONLY) ALL CORNERS
1" WELD @ 5" O.C. ALL
AROUND
1"
8'-312"
1"
2"x2"x18" STEEL TUBE
GATE FRAME W/
WELDED JOINTS
6" NOM. I.D. GATE POST
FILLED W/ CONCRETE &
ROUNDED TOP
7-14" O.D. HINGE
6" LONG
3"x7-14" O.D. TUBE
COLLAR. WELD TO
POST
1x6 TREATED PINE VERTICAL
BOARDS W/ 14" MIN. GAP.
SCREW TO FRAME W/
GALVANIZED OR STAINLESS
STEEL SCREWS
(2) CANE BOLTS
1'-6"Ø3'-6"4'-0"CONCRETE
FOOTING
NOTE:
ALL GATE FRAMES AND PIPES SHALL BE PAINTED.
DUMPSTER ENCLOSURE GATE
SCALE: NTS 4'-0"
DG#23680-US 421 N. Harnett County___ US Highway 421 NLillington, NC Harnett CountyRHETSON COMPANIES, INC.
ATTN. JOHN PARKER
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
(910) 944-0881
john@rhetson.com
OWNER/DEVELOPER:
Sheet No.
TitleNo.DateREVISIONSDesc.Drawn
Rhetson Project#Checked
Project No. Initial Date
This document, together with the
concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared.
Reuse of and improper reliance on this
document without written
authorization and adaptation by
Bowman North Carolina, Ltd. shall be
without liability to Bowman North
Carolina, Ltd.
058004February 28, 2022
21103Bowman North Carolina Ltd.bowman.comF-14454006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C-8A
CONSTRUCTION
DETAILS
A.The Professional Engineer (PE) shall obtain and supply a copy of the sewer permit for the construction and operation of the wastewater collection system to the Utility Contractor before the construction of the sanitary sewer line, sewer lift station and associated force main shall begin. The Utility
Contractor must post a copy of the sewer permit issued by the North Carolina Department of Environmental Quality (NCDEQ) on site prior to the start of construction. The permit must be maintained on site during the construction of the sewer system improvements.
B.The Utility Contractor shall notify Harnett Regional Water (HRW) and the Professional Engineer (PE) at least two days prior to construction commencing. The Utility Contractor must schedule a pre-construction conference with Mr. Alan Moss, HRW Utility Construction Inspector at least two (2)
days before construction will begin and the Utility Contractor must coordinate with HRW for regular inspection visitations and acceptance of the wastewater system(s). Construction work shall be performed only during the normal working hours of HRW which is 8:00 am – 5:00 pm Monday
through Friday. Holiday and weekend work is not permitted by HRW.
C.The Professional Engineer (PE) shall provide HRW with a set of NCDEQ approved plans marked “Released for Construction” at least two days prior to construction commencing. HRW will stamp the approved plans as “Released for Construction” and provide copies to the utility contractor. The
Registered Land Surveyor (RLS) shall stake out all lot corners and establish grade stakes for the proposed finish grade for each street and sewer line before the Utility Contractor begins construction or installation of the manholes, sanitary sewer gravity line(s), sewer lift stations and/or sanitary
sewer force main(s). The grade stakes should be set with a consistent offset from the street centerline so as not to interfere with the street grading or utility construction.
D.The Utility Contractor shall provide the HRW Utility Construction Inspector with material submittals and shop drawings for all project materials prior to the construction of any gravity sewer line(s), manhole(s), sewer lift station(s) and associated force main(s) in Harnett County. The materials to
be used on the project must meet the established specifications of HRW and be approved by the Engineer of Record prior to construction. All substandard materials or materials not approved for use in Harnett County found on the project site must be removed immediately when notified by the
HRW Utility Construction Inspector.
E.The sanitary sewer lateral connections should be installed 90° (perpendicular) to the sanitary sewer gravity lines with schedule 40 PVC pipe. HRW requires the Utility Contractor to provide the Professional Engineer (PE) with accurate measurements for locating sanitary sewer service lateral and
associated each sanitary sewer clean-out. These measurements should be taken from the nearest downstream manhole up along the sanitary sewer main to the in-line wye fitting (or tapping saddle) and then another measurement from the in-line wye fitting (or tapping saddle) to the 4” x 4” long
sweep combination wye fitting at the bottom of the sewer clean-out stack. These field measurements must be provided to the Professional Engineer (PE) in the red line drawings from the Utility Contractor for proper documentation in the As-Built Record Drawings submitted to HRW.
F.The Utility Contractor shall be responsible to locate the newly installed sanitary sewer gravity line(s), sanitary sewer force main(s), sanitary sewer service lateral(s) and all associated sewer clean-out(s) in the proposed sanitary sewer system for other utility companies and their contractors until the
new sanitary sewer line(s) and associated appurtenances have been approved by the North Carolina Department of Environmental Quality (NCDEQ) and accepted by HRW. All new sanitary sewer lines must have at least three (3 ft. ) feet of cover and extend under all existing water main and storm
water lines with a least 24” of vertical clearance below the bottom of the existing water main and storm water lines. ALL ductile iron sewer piping must be 401 epoxy coated or approved equal.
G.The sanitary sewer gravity line(s), manhole(s), sanitary sewer service lateral(s) and associated clean-out(s) shall be constructed in strict accordance with the standard specifications of the Harnett Regional Water. The sanitary sewer gravity line(s) must pneumatically pressure tested with compressed
air at 5 psi and the sanitary sewer force main(s) must hydrostatically pressure tested with water or air at 200 psi. Sanitary sewer manholes must be vacuum tested to 10 inches of mercury and cannot drop below 9 inches in 60 seconds for 4 ft. diameter manholes, 75 seconds for 5 ft. diameter
manholes. The test must be in accordance with the following standards: For ductile iron pipelines test in accordance with the applicable requirements of ASTM C924. For PVC pipelines test in accordance with ASTM F1417-98 and UBPPA UNI-B-6. Vacuum testing shall be performed in accordance
with ASTM C1244. The HRW Utility Construction Inspector and Engineer must witness all tests mentioned above.
H.Prior to acceptance, all sewer service laterals will be inspected to insure that they are installed at the proper depth. All sewer clean-outs must be installed so the 4” x 4” long sweep combination wye is at least three (3’) feet but no more than four (4’) feet below the finish grade unless otherwise
approved in writing by HRW. The sewer cleanouts shall have a four (4”) schedule 40 PVC pipe stubbed up from both ends of the 4” x 4” long sweep combination wye to be at least two (2’) feet above the finish grade and cover each end with a four (4”) inch temporary cap to keep out dirt, sand, rocks,
water and construction debris. The vertical stack on each clean-out must be provided with a concrete donut for protection.
I.Once the sanitary sewer gravity line(s) have been installed, pneumatically pressure tested and in place for at least 30 days, the Utility Contractor must contact the HRW Utility Construction Inspector to witness the mandrel test on each PVC sanitary sewer gravity line. The Utility Contractor will
notify HRW to schedule the mandrel testing. The mandrel and proving ring must be supplied by the Utility Contractor. Closed circuit video camera inspections (at the Utility Contractor’s expense) may be required by the HRW Utility Construction Inspector if the mandrel and mirror tamping testing
cannot be completed with satisfactory results. The sanitary sewer lines should be flushed clean using a sewer ball of the proper diameter before any mandrel testing can be performed. The Utility Contractor is responsible to remove all dirt, sand, silt, gravel, mud and debris from the newly
constructed sewer lines exercising care to keep the Harnett Regional Water’s existing sanitary sewer systems clean. Sanitary sewer force main(s) shall be pressure tested to 200 psi for at least 2 hours like water lines.
J.The Utility Contractor shall be responsible to locate the newly installed sanitary sewer system(s) for other utility companies and their contractors until the new sanitary sewer system(s) have been approved by the North Carolina Department of Environmental Quality (NCDEQ) and accepted by
HRW.
K.HRW requires that the Utility Contractor install tracer wire in the trench with all sanitary sewer force mains. The tracer wire shall be 12 ga. insulated, solid copper conductor and it shall be terminated at the top of the valve boxes or manholes. No spliced wire connections shall be made underground
on tracer wire installed in Harnett County. The tracer wire may be secured with duct tape to the top of the pipe before backfilling. The tracer wire is not required for the gravity sewer line(s) between manholes.
L.The Utility Contractor shall provide the Professional Engineer (PE) and HRW Utility Construction Inspector with a set of red line drawings identifying the complete sewer system installed for each project. The red line drawings should identify the materials, pipe sizes and approximate depths of the
sewer lines as well as the installed locations of the manhole(s), sanitary sewer gravity line(s), sanitary sewer service laterals, clean-outs, sewer lift station(s) and associated force main(s). The red line drawings should clearly identify any deviations from the NCDEQ approved plans. All change orders
must be approved by HRW and the Professional Engineer (PE) in writing and properly documented in the red line field drawings.
M.Prior to the commencement of any work within established utility easements or NCDOT right-of-ways the Utility Contractor is required to notify all concerned utility companies in accordance with G.S. 87-102. The Utility Contractor must call the NC One Call Center at 811 or (800) 632-4949 to
verify the location of existing utilities prior to the beginning of construction. Existing utilities shown in these plans are taken from maps furnished by various utility companies and have not been physically located by the P.E. (i.e. TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER,
FIBER OPTIC, NATURAL GAS, ETC.).
N.The Utility Contractor shall spot dig to expose each existing utility pipe or line which may conflict with construction of proposed sanitary sewer line extensions well in advance to verify locations of the existing utilities. The Utility Contractor shall provide both horizontal and vertical clearances to the
Professional Engineer (PE) to allow the PE to adjust the sanitary sewer line design in order to avoid conflicts with existing underground utilities. The Utility Contractor shall coordinate with the utility owner and be responsible for temporary relocation of existing utilities and/or securing existing
utility poles, pipes, wires, cables, signs and/or utilities including services in accordance with the utility owner’s requirements during sanitary sewer line installation, grading and street construction.
O.When making a tap on an existing sewer force main, the Utility Contractor must have a permit from the North Carolina Department of Environmental Quality (NCDEQ) prior to begin the tap work. The Utility Contractor shall conduct a pneumatic pressure test using compressed air or other inert gas
on the stainless steel tapping sleeve and gate valve prior to making the tap on an existing sanitary sewer force main. This pneumatic pressure test must be witnessed by the HRW Utility Construction Inspector. The Utility Contractor shall use Romac brand stainless steel tapping sleeve(s) or approved
equal for all taps made on sanitary sewer force mains in Harnett County. The Utility Contractor shall use Romac brand Style “CB” sewer saddles with stainless steel bands or approved equal for all taps made on existing sanitary sewer gravity lines in Harnett County.
P.The Utility Contractor shall provide a grease trap for each sanitary sewer service lateral that will be connected to a restaurant, food processing facility and any other commercial or industrial facility as required by the Harnett County Fat, Oil & Grease Ordinance. The grease trap must be rated for a
minimum capacity of at least 1,000 gallons unless otherwise approved in writing by the HRW Pre-Treatment Coordinator. Garbage disposals should not be installed in homes and businesses that discharge wastewater to the Harnett Regional Water’s Sanitary Sewer System as they are not approved
by HRW.
Q.Each sewer lift station must be provided with three phase power (at least 480 volts) and constructed to meet the minimum requirements of the latest version of the National Electrical Code (NEC) and Harnett Regional Water standard specifications and details. If three phase power is not available
from the power company other arrangements must be approved by HRW Engineering prior to the start of construction.
R.Where a new sanitary sewer force main is connected to an existing manhole in the Harnett Regional Water sewer collections system, the Utility Contractor must provide a protective coating (epoxy) for the interior surfaces of the manhole to protect it against corrosion, erosion and deterioration from
the release of sewer gases such as methane and hydrogen sulfide.
S.The sewer lift station design and associated equipment must meet or exceed the MINIMUM REQUIREMENTS FOR HARNETT COUNTY SEWER LIFT STATIONS. Each sanitary sewer lift station must be constructed with an all-weather access road that is at least 20 feet wide. The lift station site
must be covered with weed blocking material and at least six (6”) inches of ABC stone (crush and run).
T.Once a sewer lift station has been installed, the Utility Contractor is responsible to schedule a draw down test with HRW Engineering and Collections staff, the Professional Engineer (PE), the Electrician, the original equipment manufacturers (OEM) representatives [For both the Pumps and the
Generator]. This draw down test must be completed with power supplied from the electrical utility company and with power supplied by the emergency generator with satisfactory results before final inspections are conducted by the HRW Utility Construction Inspector.
U.Once the Utility Contractor completes the installation of a sewer lift station, the Professional Engineer (PE) must submit the sewer permit certification and As-Built Record Drawings to the North Carolina Department of Environmental Quality (NCDEQ) and HRW for final approval. The Utility
Contractor must supply HRW Engineering staff with three original Operation & Maintenance (O&M) Manuals along with the associated pump curves and electrical schematics for the associated sewer lift station equipment including all warranty information and documentation.
V.Once the Utility Contractor completes the installation of a sewer lift station, the Developer must pay HRW the established System Control and Data Acquisition (SCADA) fees before the SCADA system will be installed at the new sewer lift station. The SCADA system must be installed and operational
before the utilities may be accepted by HRW and placed into operation.
W.HRW requires the Utility Contractor to provide all necessary equipment and devices for the testing and inspection of the sanitary sewer system. The equipment and devices may include but not limited to lamping with mirrors, mandrels, sewer balls, plugs, air compressors and associated compressed
air lines. If the HRW Utility Construction Inspector deems that a closed circuit video camera inspection of the newly constructed sewer system is necessary, then all costs for the closed circuit camera inspection will be the responsibility of the Utility Contractor. All closed circuit video camera
inspections must be recorded on VHS tapes that will released to HRW for record keeping, review and approval of the sewer system.
X.Any use of sewer plugs to temporarily block Harnett Regional Water’s existing sanitary sewer lines must be coordinated with the HRW Collections Supervisor at least two (2) days in advance of installing the plugs. The sewer plugs must be removed as soon as possible once the new sanitary sewer
lines have been inspected, pressure tested, mandrel tested, approved by the North Carolina Department of Environmental Quality (NCDEQ) and accepted by HRW to allow the sewer to flow as designed in Harnett Regional Water’s existing sanitary sewer lines or when so ordered by the HRW
Collections Supervisor to limit interruptions to the normal flow of the sanitary sewer collection system(s). The Utility Contractor must provide the pumps hoses and necessary connectors for a temporary pump around setup if required by the HRW Collections Supervisor. Mr. Randolph Clegg, HRW
Collections Supervisor may be contacted between 8:00 am and 5:00 pm Monday through Friday at (910) 893-7575 extension 3241.
Y.The Utility Contractor will be responsible for any and all repairs due to leakage or damage resulting from poor workmanship during the one (1) year warranty period once the sewer system improvements have been approved by the North Carolina Department of Environmental Quality (NCDEQ) and
accepted by HRW. The Utility Contractor will be responsible for any and all repairs due to damages resulting from failure to locate the new sanitary sewer lines and associated appurtenances for other utilities and their contractors until the sanitary sewer lines have been approved by NCDEQ and
accepted by HRW. HRW will provide maintenance and warranty repairs if necessary due to lack of response within 48 hours of notification of warranty work. HRW will invoice the Developer and/or Utility Contractor for materials and labor in such cases.
Z.In developments and projects that require utility easements to be established for future HRW right-of-way, the Registered Land Surveyor (RLS) must provide the HRW Right-of-Way Agent with an official copy of the recorded plat and legal description of the said easement as recorded with the
Harnett County Register of Deeds. The recorded documents must be provided to the HRW Right-of-Way Agent before the utility improvements within the said easement can be placed into operation. Any and all easements that must be obtained from adjoining property owners must be provided to
HRW by the Developer at no cost to Harnett County. The final inspection of all sanitary sewer system improvements cannot be scheduled with HRW until the streets have been paved; the rights-of-way and utility easements have been seeded and stabilized with an adequate stand of grass in place to
prevent erosion issues on site.
AA.The Engineer of Record is responsible to insure that construction is, at all times, in compliance with accepted sanitary engineering practices and approved plans and specifications. No field changes to the approved plans are allowed without prior written approval by HRW. A copy of each engineer’s
field report is to be submitted to HRW as each such inspection is made on system improvements or testing is performed by the contractor. Water and sewer infrastructure must pass all tests required by HRW specifications and those of all applicable regulatory agencies. These tests include, but are
not limited to: air test, vacuum test, mandrel test, visual test, pressure test, bacteriological test, etc. A HRW Inspector must be present during testing and all test results shall be submitted to HRW. All tests must be satisfied before the final inspection will be scheduled with the HRW Inspector. The
Engineer of Record must request in writing to schedule the final inspection once all construction is complete. The Developer’s Engineer of Record and the HRW Utility Construction Inspector shall prepare a written punch list of any defects or deficiencies noted during the final inspection, should
any exist. Upon completion of the punch list, the Developer’s Engineer of Record will schedule another inspection. In the event the number of inspections performed by the HRW exceeds two, additional fees may be accessed to the Developer.
DG#23680-US 421 N. Harnett County___ US Highway 421 NLillington, NC Harnett CountyRHETSON COMPANIES, INC.
ATTN. JOHN PARKER
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
(910) 944-0881
john@rhetson.com
OWNER/DEVELOPER:
Sheet No.
TitleNo.DateREVISIONSDesc.Drawn
Rhetson Project#Checked
Project No. Initial Date
This document, together with the
concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared.
Reuse of and improper reliance on this
document without written
authorization and adaptation by
Bowman North Carolina, Ltd. shall be
without liability to Bowman North
Carolina, Ltd.
058004February 28, 2022
21103Bowman North Carolina Ltd.bowman.comF-14454006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C-9A
NC CONSTRUCTION
GENERAL PERMIT
NCGO1 NOTES
CHANNEL - RECP INSTALLATION NOTES:
1.Prepare soil before installing rolled erosion
control products (RECPs), including any
necessary application of lime, fertilizer, and
seed.
2.Begin at the top of the channel by anchoring the
RECPs in a 6"(15cm) deep X 6"(15cm) wide
trench with approximately 12"(30cm) of RECPs
extended beyond the up-slope portion of the
trench. Use ShoreMax mat at the
channel/culvert outlet as supplemental scour
protection as needed. Anchor the RECPs with a
row of staples/stakes approximately 12"(30cm)
apart in the bottom of the trench. Backfill and
compact the trench after stapling. Apply seed to
the compacted soil and fold the remaining
12"(30cm) portion of RECPs back over the seed
and compacted soil. Secure RECPs over
compacted soil with a row of staples/stakes
spaced approximately 12" apart across the widthof the RECPs.
3.Roll center RECPs in direction of water flow in
bottom of channel. RECPs will unroll with
appropriate side against the soil surface. All
RECPs must be securely fastened to soil surface
by placing staples/stakes in appropriate
locations as shown in the staple pattern guide.
4.Place consecutive RECPs end-over-end (Shingle
style) with a 4"-6" overlap. Use a double row of
staples staggered 4" apart and 4" on center to
secure RECPs.
5.Full length edge of RECPs at top of side slopes
must be anchored with a row of staples/stakes
approximately 12"(30cm) apart in a 6"(15cm)
deep X 6"(15cm) wide trench. Backfill and
compact the trench after stapling.
6.Adjacent RECPs must be overlapped
approximately 2"-5" (5-12.5cm) (Depending on
RECPs type) and stapled.
7.In high flow channel applications a staple check
slot is recommended at 30 to 40 foot (9 -12m)
intervals. Use a double row of staples staggered
4"(10cm) apart and 4"(10cm) on center over
entire width of the channel.
8.The terminal end of the RECPs must be
anchored with a row of staples/stakes
approximately 12" (30cm) apart in a 6"(15cm)
deep X 6"(15cm) wide trench. Backfill and
compact the trench after stapling.
2"-5"(5-12.5cm)
6
2
4
12"(30cm)
6"(15cm)
6"(15cm)
4"-6"(10-15cm)
8
6"(15cm)
5 7
4"(10cm)
3
1
A B C
AB C
NOTES: *Horizontal staple spacing should be
altered if necessary to allow staples tosecure the critical points along the
channel surface.
**In loose soil conditions, the use ofstaple or stake lengths greater than6"(15cm) may be necessary to properly
secure the RECP's.
CRITICAL POINTS A. Overlaps and Seams B. Projected Water Line C. Channel Bottom/Side SlopeVertices
4"(10cm)
6"(15cm)
(7.5cm)
(5cm-12.5cm)
(30 cm)
(15 cm)6"
(15 cm)
SLOPE PROTECTION - RECP INSTALLATION NOTES:
1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING
ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND
SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED
PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITHPAPER SIDE DOWN.
2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE
BLANKET IN A 6" (15cm) WIDE TRENCH WITH
APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED
BEYOND THE UP-SLOPE PORTION OF THE TRENCH.
ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE
TRENCH. BACK FILL AND COMPACT THE TRENCH AFTER
STAPLING. APPLY SEED TO PREPARED SOIL AND FOLD
REMAINING 12" (30cm) PORTION OF THE BLANKET BACK
OVER SEED AND SOIL. SECURE BLANKET OVER SOIL WITH
A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12"
(30cm) APART ACROSS THE WIDTH OF THE BLANKET.
3.ROLL THE BLANKETS DOWN ACROSS THE SLOPE.
BLANKETS WILL UNROLL WITH THE APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE
SECURELY FASTENED TO SOIL SURFACE BY PLACING
STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN
IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL
DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED
THROUGH EACH OF THE COLORED DOTS CORRESPONDING
TO THE APPROPRIATE STAPLE PATTERN.
4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED
WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAPDEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM
ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING
BLANKET (BLANKET BEING INSTALLED ON TOP) EVENWITH THE COLORED SEAM STITCH ON THE PREVIOUSLY
INSTALLED BLANKET.
5.CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST
BE PLACED END OVER END (SHINGLE STYLE) WITH AN
APPROXIMATE 3" (7.5cm) OVERLAP. STAPLE THROUGH
OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART
ACROSS ENTIRE BLANKET WIDTH.
6.EROSION CONTROL BLANKETS SHALL BE INSTALLED
FOLLOWING MANUFACTURERS SPECIFICATIONS.
NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF
STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm)
MAY BE NECESSARY TO PROPERLY ANCHOR THE
BLANKETS.
1
4 2
53"
2"-5"
12"
6"
3
NOTE:
TEMPORARY SLOPE PROTECTION FABRIC
MATERIAL TO BE NORTH AMERICAN GREEN
S75 OR EQUIVALENT INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS
ROLLED EROSION CONTROL PRODUCTS (RECP)
NOT TO SCALE
MAINTENANCE:
1.INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST WEEKLY
AND AFTER EACH SIGNIFICANT (12 INCH OR GREATER) RAIN FALL EVENT -REPAIR IMMEDIATELY
2.GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION
MUST NOT OCCUR BENEATH THE RECP.
3.ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT
WITH THE GROUND SHALL BE REPAIRED AND STAPLED.4.IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE
PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
5.MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS
ESTABLISHED.
SILT BAG INLET PROTECTION
NOT TO SCALE
INSTALLATION DETAIL
BAG DETAIL
DUMP STRAPS
2 EACH
EXPANSION RESTRAINT
(1/4" NYLON ROPE,
2" FLAT WASHERS)
DUMP STRAP
1" REBAR FOR BAG
REMOVAL FORM INLET
SEDIMENT SACK
DUMP STRAP
NOTES:
1.SOME MUNICPALITIES DO NOT ALLOW
GUTTER PROTECTION ON PUBLIC
ROADS. SILT BAGS SHOULD BE USED
WITH THESE CASES.
2.BAGS SHOULD BE CLEANED OUT AFTER
EVERY RAIN EVENT AND/OR AS
NEEDED.
1 2
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
A
A
BELOW GRADE WASHOUT STRUCTURE
1:1
SIDE SLOPE
(TYP.)
10 MILPLASTIC
LINING
3'-0"MIN.& X'MAX.SECTION A-A
NOT TO SCALE ABOVE GRADE WASHOUT STRUCTURENOT TO SCALE
PLAN
SECTION B-B
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
8"6"
2'
HIGHCOHESIVE &
LOW FILTRATION
SOIL BERM1:1 SIDE SLOPE
(TYP.)
10 MIL
PLASTIC LINING
B
B
3'-0"MIN.& X'MAX.A
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN
THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARLY MARKED WITH
SIGNAGE NOTING DEVICE.
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARLY MARKED
WITH SIGNAGE NOTING DEVICE.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
CONCRETE
WASHOUT
PLAN CLEARLY MARKED
SIGNAGE NOTING
DEVICE (18"X24" MIN.)
SILT
FENCE 10' MIN10' MIN
Required Ground Stabilization Timeframes
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales, ditches, perimeter
slopes and HQW Zones
-10 days for Falls Lake Watershed unless there is zero
slope
Stabilize within this many
calendar days after
ceasing land disturbance
7
7
7
14
None
None
(a)Perimeter dikes, swales,
ditches, and perimeter
slopes
(b)High Quality Water
(HQW) Zones
(c)Slopes steeper than 3:1
(d)Slopes 3:1 to 4:1
(e)Areas with slopes flatter
than 4:1 14
-7 days for slopes greater than 50' in length and
with slopes steeper than 4:1
-7 days for perimeter dikes, swales, ditches,
perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
Self-inspections are required during normal business hours in accordance with the table below. When adverse weather
or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed
until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the
commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection
Record.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1.E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be
kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be
kept on site and available for inspection at all times during normal business hours.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the site and available for
inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on
unique site conditions that make this requirement not practical:
(a)This General Permit as well as the Certificate of Coverage, after it is received.
(b)Records of inspections made during the previous twelve months. The permittee shall record the required
observations on the Inspection Record Form provided by the Division or a similar inspection form that includes
all the required elements. Use of electronically-available records in lieu of the required paper copies will be
allowed if shown to provide equal access and utility as the hard-copy records.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a)Visible sediment deposition in a stream or wetland.
(b)Oil spills if:
·They are 25 gallons or more,
·They are less than 25 gallons but cannot be cleaned up within 24 hours,
·They cause sheen on surface waters (regardless of volume), or
·They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40
CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d)Anticipated bypasses and unanticipated bypasses.
(e)Noncompliance with the conditions of this permit that may endanger health or the environment.
2.Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional
office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal
business hours may also be reported to the Department's Environmental Emergency Center personnel at (800) 858-0368.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after
project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in
which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01
CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction activity being considered
compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit
(Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by
the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending
on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC
DWR List of Approved PAMS/Flocculants.
2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3.Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in
accordance with the manufacturer's instructions.
4.Provide ponding area for containment of treated Stormwater before discharging offsite.
5.Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded by secondary
containment structures.
HAZARDOUS AND TOXIC WASTE
1.Create designated hazardous waste collection areas on-site.
2.Place hazardous waste containers under cover or in secondary containment.
3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EQUIPMENT AND VEHICLE MAINTENANCE
1.Maintain vehicles and equipment to prevent discharge of fluids.
2.Provide drip pans under any stored equipment.
3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the project.
4.Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when
possible).
5.Remove leaking vehicles and construction equipment from service until the problem has been corrected.
6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal
center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.Never bury or burn waste. Place litter and debris in approved waste containers.
2.Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain
construction and domestic wastes.
3.Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other
alternatives are reasonably available.
4.Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does
not drain directly to a storm drain, stream or wetland.
5.Cover waste containers at the end of each workday and before storm events or provide secondary containment.
Repair or replace damaged waste containers.
6.Anchor all lightweight items in waste containers during times of high winds.
7.Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow.
8.Dispose waste off-site at an approved disposal facility.
9.On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2.Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other
alternatives are reasonably available.
3.Contain liquid wastes in a controlled area.
4.Containment must be labeled, sized and placed appropriately for the needs of site.
5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites.
PORTABLE TOILETS
1.Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there
is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet
behind silt fence or place on a gravel pad and surround with sand bags.
2.Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas.
3.Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste
hauler to remove leaking portable toilets and replace with properly operating unit.
HERBICIDES, PESTICIDES AND RODENTICIDES
1.Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions.
2.Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for
use, ingredients and first aid steps in case of accidental poisoning.
3.Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill
or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately.
4.Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1.Do not discharge concrete or cement slurry from the site.
2.Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste
regulations and at an approved facility.
3.Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and
associated materials on impervious barrier and within lot perimeter silt fence.
4.Install temporary concrete washouts per local requirements, where applicable. If an alternate method or
product is to be used, contact your approval authority for review and approval. If local standard details are not
available, use one of the two types of temporary concrete washouts provided on this detail.
5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater
accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving
surface waters. Liquid waste must be pumped out and removed from project.
6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other
alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the
washout which could receive spills or overflow.
7.Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the
washout. Additional controls may be required by the approving authority.
8.Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the
washout itself to identify this location.
9.Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the
tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative
or proprietary products, follow manufacturer's instructions.
10.At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal
facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 feet away from storm drain
inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other
alternatives are reasonably available.
2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of
stockpile.
3.Provide stable stone access point when feasible.
4.Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and
any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques
that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs.
Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be
converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the
last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable
against accelerated erosion until permanent ground stabilization is achieved.
DG#23680-US 421 N. Harnett County___ US Highway 421 NLillington, NC Harnett CountyRHETSON COMPANIES, INC.
ATTN. JOHN PARKER
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
(910) 944-0881
john@rhetson.com
OWNER/DEVELOPER:
Sheet No.
TitleNo.DateREVISIONSDesc.Drawn
Rhetson Project#Checked
Project No. Initial Date
This document, together with the
concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared.
Reuse of and improper reliance on this
document without written
authorization and adaptation by
Bowman North Carolina, Ltd. shall be
without liability to Bowman North
Carolina, Ltd.
058004February 28, 2022
21103Bowman North Carolina Ltd.bowman.comF-14454006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C-9B
EROSION
CONTROL
DETAILS
SILT FENCE OUTLET
NOT TO SCALE
CONSTRUCTION ENTRANCE
NOT TO SCALE
FRONT VIEW
NOTE:
USE SILT FENCE ONLY WHEN DRAINAGE
AREA DOES NOT EXCEED 1/4 ACRE AND
NEVER IN AREAS OF CONCENTRATED FLOW.
REMOVE SEDIMENT DEPOSITED AS NEEDED
TO PROVIDE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REMOVE PRESSURE ON
THE SILT FENCE.
MINIMUM 10
GAUGE LINE WIRES
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP MINIMUM 12-1/2 GAUGE
INTERMEDIATE WIRES
GRADE
6'-0" MAXIMUM
SILT FENCE
NOT TO SCALE
SIDE VIEW
12" MIN. ANCHOR
SKIRT
GRADE
FILL SLOPE
SILT FENCE FABRIC
WOVEN WIRE FABRIC
STEEL POST
32" MIN. WIDTH3'-0"2'-0"26"BOTTOM OF WIRE FENCE AND
FILTER FABRIC BURIED 8"
VERTICALLY AND 4" HORIZONTALLY
IN EXCAVATED TRENCH
NOTES:
1.REMOVE SEDIMENT WHEN
HALF OF STONE OUTLET IS
COVERED.
2.REPLACE STONE AS NEEDED TO
ENSURE DEWATERING.
UNDER WASHED STONESOIL STABILIZATION FABRIC
100' MIN.8" MIN.20' MIN.100' MIN.
EXISTING GROUND
PUBLIC STREETPUBLIC STREET
MAINTENANCE:
INSPECT CONSTRUCTION ENTRANCE
PERIODICALLY FOR CONDITION OF
SURFACE. TOP-DRESS WITH NEW
GRAVEL AS NEEDED.
MAINTENANCE NOTES:
1.FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2.THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT
THAT HAS CLOGGED OR REMOVED IT.
3.SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS
REACH 6 INCHES. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE OUTLET IS REMOVED SHALL BE
DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED
AND SEEDED.
FIL
L
S
L
O
P
E
WASTE MATERIAL-COMPACT,
SEED & MULCH AFTER
CONSTRUCTION OF DITCH
VAR.
2' - 10'
VAR.0' - 2'
CROSS SECTIONAL VIEW
2:1
M
A
X
.
2:1 MA
X.
12"
NOTES:
2' MIN.
12"
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO ASEDIMENT CONTROL MEASURE OR BMP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BYFILL.4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC,
AND/OR EROSION CONTROL NETTING.
TEMPORARY DIVERSION DITCH
NOT TO SCALE
MAINTENANCE:
INSPECT TEMPORARY DIVERSION DITCH ONCE A WEEK AND AFTER
EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW
AREA AND REPAIR THE DIVERSION. REPAIR THE CHANNEL LINING AS
NECESSARY PER THE MANUFACTURER'S INSTALLATION REQUIREMENTS.
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID
GULLY FORMATION. WHEN THE AREA ABOVE THE TEMPORARY
DIVERSION DITCH IS PERMANENTLY STABILIZED, REMOVE THE
DIVERSION AND FILL AND STABILIZE THE CHANNEL TO BLEND WITH
THE NATURAL SURFACE.
A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
PUBLIC STREET.
WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A
STONE TO BE 2"-3" WASHED STONE
APPROVED SEDIMENT BASIN.
FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL.
1.
2.
3.
4.
5.
GENERAL NOTES:
ENTRANCE SHALL BE A MINIMUM OF 20' IN WIDTH OR THE WIDTH OF THE EXIT, WHICHEVER IS GREATER.6.
3' FILTER FABRIC
ON GROUND
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY WIRE FENCE AND HARDWARE CLOTH
SECTION VIEW
BOTTOM OF WIRE FENCE AND FILTER
FABRIC BURIED 8" VERTICALLY AND 4"
HORIZONTALLY IN EXCAVATED
TRENCH
MAINTENANCE NOTES:
1.FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT
IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS
NEEDED SHALL BE MADE IMMEDIATELY.
2.THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED OR REMOVED IT.
3.SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER.
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OUTLET IS REMOVED SHALL BE
DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
FILTER OF #57
WASHED STONE
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
AVAILABLE.
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH
AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE
SEEDING MIXTURE).
5. CONTINUE TILLAGE UNITL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED
FOUR TO SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING
SEASON, IF POSSIBLE. IF STAND SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
PERMANENT COVER IS ESTABLISHED.
SEEDBED PREPARATION:
AGRICULTURE LIMESTONE: 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER: 1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE: 500 LBS/ACRE - 20% ANALYSIS
MULCH: 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR: ASPHALT EMULSION AT 400 GALS/ACRE
SEEDING MIXTURE:
TEMPORARY SEEDING SPECIFICATIONS/SCHEDULE
CONSULT S&EC ENGINEER FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS.
THE ABOVE VEGETATION RATES ARE THOSE THAT DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE
POSSIBLE.
*** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER
TO GROW MORE THAN 12" IN HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
PERMANENT SEEDING SPECIFICATIONS/SCHEDULE
Date Type Planting Rate
March - Oct.Browntop Millet 40 lbs/acre
Nov. - Feb.Winter Rye 120 lbs/acre
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE SILT FENCE
FRONT VIEW
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO
SOLID
GROUND
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
4' MIN.
FLOW
FILTER BAG
SLOPE
5% MAX.
8 IN MIN.
MULCH, LEAF/WOOD COMPOST,
WOODCHIPS, SAND, OR STRAW BALES
CONSTRUCTION SPECIFICATIONS
1.TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE.2.PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR STRAW BALES)
LOCATED ON A LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A STABILIZED AREA. EXTEND BASE AMINIMUM OF 12 INCHES FROM EDGES OF BAG.
3.CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE WITH THEMANUFACTURER RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING RATE.
4.REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR AFTER BAG HAS
REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT FROM THE BAG IN ANAPPROVED UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END OF THE WORK DAY. RESTORE THESURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON REMOVAL OF THE DEVICE.
5.USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE SLEEVE TOACCOMMODATE A MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE BAG MUST BE MANUFACTURED FROM
A NONWOVEN GEOTEXTILE6.REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEP CONNECTION
BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES DISPLACED.
ELEVATION
STRAP
PUMP DISCHARGE HOSE
PLAN VIEW
FILTER BAG
FLOW
STRAP
12 IN MIN.
FILTER BAG
NOT TO SCALE
SUPPORT ROPETO WIRE TOPREVENT SAGGING
SUPPORT POST24" INTRO BOTTOMOR SIDE STAKE TOSUPPORT WIRE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
OUTLET ZONE
NOTES:
1.BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.2.MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3.PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE 5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4.BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5.TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6.INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
INLET ZONE
25% ofbasin surface area
1st Cell25% of basinsurface area
2nd Cell25% of basinsurface area 25% ofbasin surface area
CROSS SECTION
PLAN VIEW
SECTION VIEW AT OPENING
FENCE AND FABRICBURIED IN TRENCH
6"X6" TRENCH,BACKFILLED ANDCOMPACTED 2'
STEEL POST
SKIMMER BASIN
NOT TO SCALE
SKIMMER BASIN MAINTENANCE
INSPECT SKIMMER SEDIMENT BASIN AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0NE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL
THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND
THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN
AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING
WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE
EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER
FROM PLUGGING WITH ICE.
STANDARD SKIMMER DETAIL
WATER ENTRY UNIT
"C" ENCLOSURE
ARM ASSEMBLY
PVC END CAP PVC ELBOW
PVC END CAP
PVC PIPE1/2" HOLES INUNDERSIDEPVC TEE
PERSPECTIVE VIEW
WATER SURFACE
PVC VENTPIPE
SCHEDULE 40PVC PIPE
ORIFICEPLATEPVC TEE
SCHEDULE 40PVC PIPE
FLEXIBLEHOSE
END VIEW FRONT VIEW SKIMMERS SHALL BEFAIRCLOTH SKIMMERSREFER TO DETAILSFOR SKIMMER SIZEREQUIREMENTSSCHEDULE 40COUPLING CONNECTION
J.W. FAIRCLOTH & SONS, INC.
P.O. BOX 757
HILLSBOROUGH, NC 27278
919-732-1244
919-732-1266 FX
SKIMMER CONTACT
INFORMATION
BAFFLE MAINTENANCE
INSPECT BAFFLES AT LEAST ONE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES.
SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES
HALF FULL TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID
DAMAGING THE BAFFLES DURING CLEANOUT.
SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE
DESIGNED STORAGE DEPTH.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS,
BRING THE AREA TO GRADE, AND STABILIZE IT.
SEDIMENT BASIN REQUIREMENTS:
SEDIMENT BASINS AND TRAPS SHALL MEET THE FOLLOWING REQUIREMENTS:
A)OUTLET STRUCTURES SHALL BE UTILIZED THAT WITHDRAW WATER FROM THE SURFACE.
B)FOR BASINS OR TRAPS THAT HAVE A DRAINAGE AREA OF LESS THAN 1.0 ACRE, DRAW-DOWN DESIGNS SPECIFIED IN THE DIVISION OF LAND
RESOURCES OR DELEGATED LOCAL PROGRAM REQUIREMENTS ARE ACCEPTABLE.
C)CHEMICAL TREATMENT:
1) ALL TREATMENT CHEMICALS MUST BE STORED IN LEAK-PROOF CONTAINERS THAT ARE KEPT UNDER STORM-RESISTANT COVER OR
SURROUNDED BY SECONDARY CONTAINMENT STRUCTURES DESIGNED TO PROTECT ADJACENT SURFACE WATERS.
2)ALL TREATMENT CHEMICALS MUST BE USED IN ACCORDANCE WITH DOSING SPECIFICATIONS AND APPLICATION RATES PROVIDED BY
THE MANUFACTURER, SUPPLIER AND AS SPECIFIED BY THE DIVISION OF WATER QUALITY.
3)THE PERMITTEE MUST ONLY USE CHEMICALS THAT HAVE BEEN APPROVED BY THE NC DIVISION OF WATER QUALITY AND POSTED ON
THEIR "NORTH CAROLINA DIVISION OF WATER QUALITY APPROVED PAMS/FLOCCULANTS LIST" FOUND ON THEIR WEB SITE AT:
http://portal.ncdenr.org/web/wq/ws/su.
4)THE PERMITTEE MUST ROUTE STORMWATER TREATED WITH POLYMERS, FLOCCULANTS, OR OTHER TREATMENT CHEMICALS
THROUGH SEDIMENT TRAPPING, FILTERING, AND/OR SETTLING DEVICES(S) TO ENSURE ADEQUATE REMOVAL OF SEDIMENT
FLOCCULENT PRIOR TO DISCHARGE TO SURFACE WATERS.
D)DISCHARGE REQUIREMENT - DISCHARGES MUST MEET THE STATUTORY REQUIREMENTS OF THE SEDIMENT POLLUTION CONTROL ACT AND
UTILIZE THE PROVISIONS OF SECTION 6.74 OF THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL TO ASSURE THAT
BUFFERS AND VEGETATED AREAS WILL BE USED TO REDUCE THE POTENTIAL FOR VISIBLE SILTATION OUTSIDE OF THE 25% BUFFER ZONE
NEAREST THE LAND-DISTURBING ACTIVITY.
TEMPORARY SEEDING
NOT TO SCALE
CHECK DAM
NOT TO SCALE
SIDE VIEW
PLAN VIEW
9" MIN
FILTER CLOTH
FILTER CLOTH
1.5'
CLASS B RIP-RAP
4' TO 6'
A BL
1.5' MIN
12" OF NCDOT #5
OR #57 WASHED STONE
2' MAX AT
CENTER
CROSS-SECTION VIEW
L = THE DISTANCE SUCH THAT POINTSA AND B ARE OF EQUAL ELEVATION MAINTENANCE:
INSPECT CHECK DAM ONCE A WEEK
AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM
THE FLOW AREA AND REPAIR THE
DIVERSION. REPAIR THE CHANNEL
LINING AS NECESSARY PER THE
MANUFACTURER'S INSTALLATION
REQUIREMENTS. CHECK OUTLETS AND
MAKE TIMELY REPAIRS AS NEEDED TO
AVOID GULLY FORMATION. WHEN THE
AREA ABOVE THE CHECK DAM IS
PERMANENTLY STABILIZED, REMOVE THE
PROTECTION AND FILL AND STABILIZE
THE CHANNEL TO BLEND WITH THE
NATURAL SURFACE.
SPILLWAY
BASIN
T
L2'2'
SPILLWAY SECTION
TL
DATA BLOCK
DRAINAGEAREA(ACRES)
DENUDEDAREA(ACRES)
CLEANOUTDEPTH (FT.)H/2 (FEET)H L T W(FEET)(FEET)(FEET)BASIN (FEET)ZQ10 CONCRETE
ANCHOR
RISER BARREL
BASIN 1.21 1.21 4.7 4'x4'24"1.0 2.0 4.0 10 1.5 5.0 REFER TO
BMP PLAN
1.5 FT10 FT
ELEV=332.5
ELEV=334.0
SPILLWAY
EMBANKMENT
TOP OF
CONSTRUCTION SPECIFICATIONS:
1.CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL
CONTAINING HIGH AMOUNTS OF ORGANIC MATTER, AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO
THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
2.ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER
OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT
6 INCHES TO ALLOW FOR SETTLEMENT.
3.SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMER DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A
SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
4.PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE
PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE
PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT
EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING
UNDER THE PIPE HAUNCHES.
PLACE A MIN. DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION
EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE
EMBANKMENT IS COMPLETE.
5.ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
6.LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE
FLEXIBLE JOIN TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO
THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7.EARTHEN SPILLWAYS-INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED
ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE
SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH A LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE
WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE
EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO
STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE
FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE
COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTIONS(S) SO THAT WATER CANNOT FLOW
UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC WITH A TRENCH WITH STAPLES OR PINS.
8.INLETS- DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH
OUTLET PROTECTION TO DIVER SEDIMENT-LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.
9.EROSION CONTROL-CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE
AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL
OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
10.INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES.
11.AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE
SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
1
2
3
4
5
11
12
13
P
B
B
E
2'-0"
L
SECTIONS.
END ON INLET END
D
X
STEEL BACK ROD
PLAN
NOTES
END SECTIONS. SPIGOT
HUB END ON OUTLET
1' MIN.
E
2
I
NATURAL GRADE
I
2 RIP-RAP
4" #5 WASHED STONE
LAYER OF FILTER FABRIC
RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THESAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL.
THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
MAXIMUM TAPER TO RECEIVING CHANNEL 5:1.
ALL SUBGRADE STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
RIP-RAP APRON
NOT TO SCALE
NOTE:
USE DOZER TRACKS TO CREATE GROOVES
PERPENDICULAR TO THE SLOPE. GROOVES
WILL CATCH SEED, FERTILIZER, MULCH,
RAINFALL AND DECREASE SEDIMENT IN
RUNOFF.
SL
O
P
E
SLOPE TRACKING DETAIL
NOT TO SCALE
MAINTENANCE:
IN GENERAL, ONCE A RIPRAP INSTALLATION HAS BEEN PROPERLY DESIGNED AND INSTALLED IT
REQUIRES VERY LITTLE MAINTENANCE. RIPRAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR
DISLODGED STONES. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED
IN SOME LOCATIONS.
MAINTENANCE:
PERIODICALLY CHECK THE SEEDED
SLOPES FOR RILLS AND WASHES. FILL
THESE AREAS SLIGHTLY ABOVE THE
ORIGINAL GRADE, THEN RESEED AND
MULCH AS SOON AS POSSIBLE.
CONCRETE WASH AREA
NOT TO SCALE
CONCRETE WASH AREA NOTES:
STRAW BALE
STRAW BALE
(TYP)
10 mil PLASTIC LINING
VARIES
10' MINIMUM
BINDER WIRE
NATIVE MATERIAL
(OPTIONAL)
STAPLES
(2 PER BALE)
WOOD ORMETAL STAKES
(2 PER BALE)
SECTION B-B
NOT TO SCALE
10 mil PLASTIC LINING
B B
PLANNOT TO SCALE
CONCRETE WASHOUT
SIGN DETAIL(OR EQUIVALENT)
PLYWOOD
48"X24"PAINTED WHITE BLACK LETTERS
6" HEIGHT
LAG SCREWS
36"
36"
2"
8"1.12" DIASTEEL WIRE
STAPLEDETAIL
CONCRETE
WASHOUT
WOOD POST
3.5"X3.5"X8'
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLEDWITHIN 30' OF THE TEMPORARY CONCRETEWASHOUT FACILITY.
3. MATERIALS USED TO CONSTRUCT TEMPORARY
CONCRETE WASHOUT FACILITIES SHALL BEREMOVED FROM THE SITE OF THE WORK ANDDISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND
DISTURBANCE CAUSED BY THE REMOVAL OF THETEMPORARY CONCRETE WASHOUT FACILITIES SHALLBE BACKFILLED, REPAIRED, AND STABILIZED TOPREVENT EROSION.
HORSESHOE INLET PROTECTION
NOT TO SCALE
NO SCALE
STORAGE
PERSPECTIVE VIEW
NO SCALE
SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE
1.5'
1.5'
1'FLOW
1'2'FLOWSEDIME
N
T
FLOW
FLOW3'
AREA
FLOWFLOW
#5 WASHED STONE. 1'-0" THICK
x 3'-0" HIGH MINIMUM
RIP RAP HEADWALLINVERT
PIPE
CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW)
AREAS TO BE DISTURBED
(CUT, FILL, ETC.)
SEDIMENT STORAGE
FLOOD STORAGE ZONE
PIPE
INVERT
RIP RAP
HEADWALL
NATURAL GROUND
CLASS 1 RIP-RAP
#5 WASHED STONEMAXIMUM SEDIMENT DEPTH
(CLEAN OUT POINT)
MAINTENANCE:
INSPECT INLET PROTECTION ONCE A WEEK AND
AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION. REPAIR THE CHANNEL LINING AS
NECESSARY PER THE MANUFACTURER'S
INSTALLATION REQUIREMENTS. CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID
GULLY FORMATION. WHEN THE AREA ABOVE THE
INLET PROTECTION IS PERMANENTLY STABILIZED,
REMOVE THE PROTECTION AND FILL AND STABILIZE
THE CHANNEL TO BLEND WITH THE NATURAL
SURFACE.SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIP-RAPPED
THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
WIDTH OF THE RECEIVING CHANNEL.
CHANNEL SHALL NOT BE ALLOWED.
WILL BE PERMITTED.
6
7
8
10
GALVANIZED HARDWARE WIRE
EXTENDS TO THE TOP OF BOX.
STANDARD METAL POSTS
2'-0" IN GROUND
2: 1
(19 GUAGE, 1/4" MESH OPENINGS.)
AREA MAY NOT
EXCEED 1 ACRE.
DRAINAGE
TEMPORARY INLET PROTECTION
NOT TO SCALE
TOP OF BOX
HEIGHT OF 16" MIN. ABOVE
# 57 WASHED STONE PLACED TO A
3. SURROUND THE POSTS WITH MESH HARDWARE
CLOTH. SECURE THE WIRE MESH TO THE STEEL
POLES AT THE TOP, MIDDLE AND BOTTOM.
PLACING A 2-FOOT STRIP OF THE WIRE MESH
UNDER THE GRAVEL FOR ANCHORING IS
RECOMMENDED.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE
GROUND SURROUNDING THE INLET. SPACE
POSTS EVENLY AROUND THE PERIMETER OF
THE INLET, A MAX. OF 4 FEET APART.
1. UNIFORMLY GRADE SHALLOW DEPRESSION
APPROACHING THE INLET.
CONSTRUCTION SPECIFICATIONS
MAINTENANCE SPECIFICATIONS
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE
OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW
FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE
STONE AS NEEDED.
6.COMPACT THE AREA PROPERLY AND STABILIZE
IT WITH GROUNDCOVER.
5. ONCE THE CONTRIBUTING DRAINAGE ARE HAS
BEEN STABILIZED, REMOVE ACCUMULATED
SEDIMENT AND ESTABLISH FINAL GRADING
ELEVATIONS.
4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57
STONE) ON A 2:1 SLOPE WITH HEIGHT OF 16
INCHES AROUND THE WIRE, AND SMOOTH TO
AN EVEN GRADE.
MAINTENANCE:
MAINTAIN THE CONCRETE WASHOUT
STRUCTURE(S) TO PROVIDE ADEQUATE
HOLDING CAPACITY PLUS A MIN.
FREEBOARD OF 12". REMOVE AND
DISPOSE OF HARDENED CONCRETE AND
RETURN THE STRUCTURE TO A
FUNCTIONAL CONDITION AFTER REACHING
75% CAPACITY.
INSPECT CONCRETE WASHOUT
STRUCTURE(S) FOR DAMAGE AND
MAINTAIN EFFECTIVENESS.
REMOVE THE CONCRETE WASHOUT
STRUCTURE(S) AND SIGN UPON PROJECT
COMPLETION. GRADE THE EARTH
MATERIAL TO MATCH THE EXISTING
CONTOURS AND PERMANENTLY SEED AND
MULCH THE AREA.
CONSTRUCTION SPECIFICATIONS
SUBGRADE PREPARATION—PREPARE THE SUBGRADE FOR RIPRAP AND FILTER TO THE REQUIRED LINES AND GRADES SHOWN ON THE PLANS. COMPACT ANY FILL REQUIRED IN THE
SUBGRADE TO A DENSITY APPROXIMATING THAT OF THE SURROUNDING UNDISTURBED MATERIAL OR OVERFILL DEPRESSIONS WITH RIPRAP. REMOVE BRUSH, TREES, STUMPS, AND
OTHER OBJECTIONABLE MATERIAL. CUT THE SUBGRADE SUFFICIENTLY DEEP THAT THE FINISHED GRADE OF THE RIPRAP WILL BE AT THE ELEVATION OF THE SURROUNDING AREA.
CHANNELS SHOULD BE EXCAVATED SUFFICIENTLY TO ALLOW PLACEMENT OF THE RIPRAP IN A MANNER SUCH THAT THE FINISHED INSIDE DIMENSIONS AND GRADE OF THE RIPRAP
MEET DESIGN SPECIFICATIONS.
SYNTHETIC FILTER FABRIC—PLACE THE CLOTH FILTER DIRECTLY ON THE PREPARED FOUNDATION. OVERLAP THE EDGES BY AT LEAST 12 INCHES, AND SPACE ANCHOR PINS EVERY 3 FT
ALONG THE OVERLAP. BURY THE UPSTREAM END OF THE CLOTH A MINIMUM OF 12 INCHES BELOW GROUND AND WHERE NECESSARY, BURY THE LOWER END OF THE CLOTH OR OVER
LAP WITH THE NEXT SECTION AS REQUIRED. SEE FIGURE 6.14A PAGE 6.14.6. TAKE CARE NOT TO DAMAGE THE CLOTH WHEN PLACING RIPRAP. IF DAMAGE OCCURS REMOVE THE RIPRAP,
AND REPAIR THE SHEET BY ADDING ANOTHER LAYER OF FILTER MATERIAL
WITH A MINIMUM OVERLAP OF 12 INCHES AROUND THE DAMAGED AREA. IF EXTENSIVE DAMAGE IS SUSPECTED, REMOVE AND REPLACE THE ENTIRE SHEET.
WHERE LARGE STONES ARE USED OR MACHINE PLACEMENT IS DIFFICULT, A 4-INCH LAYER OF FINE GRAVEL OR SAND MAY BE NEEDED TO PROTECT THE FILTER CLOTH.
STONE PLACEMENT—PLACEMENT OF RIPRAP SHOULD FOLLOW IMMEDIATELY AFTER PLACEMENT OF THE FILTER. PLACE RIPRAP SO THAT IT FORMS A DENSE, WELL-GRADED MASS OF
STONE WITH A MINIMUM OF VOIDS. THE DESIRED DISTRIBUTION OF STONES THROUGHOUT THE MASS MAY BE OBTAINED BY SELECTIVE LOADING AT THE QUARRY, AND CONTROLLED
DUMPING DURING FINAL PLACEMENT. PLACE RIPRAP TO ITS FULL THICKNESS IN ONE OPERATION. DO NOT PLACE RIPRAP BY DUMPING THROUGH CHUTES OR OTHER METHODS THAT
CAUSE SEGREGATION OF STONE SIZES. TAKE CARE NOT TO DISLODGE THE UNDERLYING BASE OR FILTER WHEN PLACING THE STONES.
THE TOE OF THE RIPRAP SLOPE SHOULD BE KEYED TO A STABLE FOUNDATION AT ITS BASE AS SHOWN IN FIGURE 6.15B. THE TOE SHOULD BE EXCAVATED TO A DEPTH ABOUT 1.5 TIMES
THE DESIGN THICKNESS OF THE RIPRAP, AND SHOULD EXTEND HORIZONTALLY FROM THE SLOPE.
THE FINISHED SLOPE SHOULD BE FREE OF POCKETS OF SMALL STONE OR CLUSTERS OF LARGE HAND PLACING MAY BE NECESSARY TO ACHIEVE THE PROPER DISTRIBUTION OF STONE
SIZES TO PRODUCE A RELATIVELY SMOOTH, UNIFORM SURFACE. THE FINISHED GRADE OF THE RIPRAP SHOULD BLEND WITH THE SURROUNDING AREA. NO OVERFALL OR
PROTRUSION OF RIPRAP SHOULD BE APPARENT
3RD BAFFLE:HARDWARE CLOTHSURROUNDING SKIMMER
10'MIN.
BAFFLE
L=10' MIN.
OUTLET STRUCTURE
INFLOWSTRUCTURE
PLAN VIEW
CROSS-SECTION VIEW
SKIMMER DEWATERINGDEVICE
BAFFLE
EMERGENCY
PRIMARY SPILLWAY
(RISER)
NOTES:
1. REFER TO NCESCPDMSECTION #6.61 FORADDITIONAL DESIGNSPECIFICATIONSREGARDING SEDIMENTBASINS.
H
T
ANTI-SEEPCOLLAR
1' FREEBOARD
EMBANKMENT
SEDIMENTSTORAGE ZONE
FILTER FABRIC
DEWATERINGZONE
INFLOWSTRUCTURE
EMERGENCYSPILLWAY
6" MIN. INVERTELEVATION OFEMERGENCY SPILLWAY
BAFFLEBAFFLE CONCRETEANCHOR/BARREL
STONE PAD
WOOD STEAK OR METAL POST ROPE
STONE BASE
5'X5'X1.5'BASE
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1)
Date Type Planting Rate
Aug 15 - Nov 1 Deer Tongue 300 lbs/acre
Nov 1 - Mar 1 Deer Tongue & Abruzzi Rye 300 lbs/acre
Mar 1 - Apr 15 Deer Tongue 300 lbs/acre
Apr 14 - Jun 30Hulled Common Bermuda Grass 25 lbs/acre
Jul 1 - Aug 15 Deer Tongue & Browntop Millet 240 lbs/acre-Deer Tongue;
or Sorghum-Sudan Hybrids 35 lbs/acre Browntop Millet
30 lbs/acre Sorghum-Sudan Hybrids
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 - 2:1)
Date Type Planting Rate
Mar 1 - Jun 1 Switchgrass &50 lbs/acre (Switchgrass)
use the following combinations:
Mar 1 - Apr 15 Add Deer Tongue 240 lbs/acre
Mar 1 - Jun 30Or add Julled Common 25 lbs/acre
Bermuda Grass
Jun 1 - Sep 1 Deer Tongue & Browntop Millet 240 lbs/acre Deer Tongue
or Sorghum-Sudan Hybrids 35 lbs/acre Browntop Millet
30 lbs/acre Sorghum-Sudan Hybrids
Sep 1 - Mar 1 Switchgrass &70 lbs/acre Switchgrass
Deer Tongue 240 lbs/acre Deer Tongue
Nov 1 - Mar 1 Add Abruzzi Rye 25 lbs/acre
MAINTENANCE
FOLLOW ALL MANUFACTURER RECOMMENDATIONS FOR INSPECTION AND MAINTENANCE GUIDELINES. REPLACE
DEWATERING BAGS WHEN TRAPPED SEDIMENT HAS ACCUMULATED TO 50% OF THE BAG CAPACITY OR IN ACCORDANCE
WITH THE MANUFACTURER’S RECOMMENDATIONS.
DEWATERING BAGS ARE FULL WHEN THEY NO LONGER EFFICIENTLY FILTER SEDIMENT OR PASS WATER AT A REASONABLE
RATE. INCOMING FLOW RATES WILL VARY DEPENDING ON THE SIZE OF THE DEWATERING BAG, THE TYPE AND AMOUNT
OF SEDIMENT DISCHARGED INTO THE DEWATERING BAG, THE PERMEABILITY OF THE UNDERLYING AGGREGATE, AND THEDEGREE OF SLOPE ON WHICH THE BAG LIES.
WM WM WM WM WM WM WM WM WM WM WM WM
WM
W
M
WMWM3303
3
0
OVERALL PARCEL
67,173 SF (1.542 AC)
NIP
CC
CC WMRLRLRLRLRLRLRLRLRLRLRLRLRLRLRLRLRLRLRLRLDG#23680-US 421 N. Harnett County___ US Highway 421 NLillington, NC Harnett CountyRHETSON COMPANIES, INC.
ATTN. JOHN PARKER
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
(910) 944-0881
john@rhetson.com
OWNER/DEVELOPER:
Sheet No.
TitleNo.DateREVISIONSDesc.Drawn
Rhetson Project#Checked
Project No. Initial Date
This document, together with the
concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared.
Reuse of and improper reliance on this
document without written
authorization and adaptation by
Bowman North Carolina, Ltd. shall be
without liability to Bowman North
Carolina, Ltd.
058004February 28, 2022
21103Bowman North Carolina Ltd.bowman.comF-14454006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C-10A
STORMWATER
MANAGEMENT
DETAILS
OUTLET CONTROL
STRUCTURE REFER TO
DETAIL ON THIS SHEET
STORMFILTER REFER
TO DETAILS ON SHEET
C-10B
NOT TO SCALE
WEIR CONTROL
STRUCTURE
TOP OF WEIR ELEV=332.80
SECTION B-B
6'
PLAN VIEW
WEIR CONTROL
STRUCTURE
24" HDPE
OUTLET PIPE
INV=329.4
7'
24"6"
6'24" HDPE OUTLET24"
A
A
BB
SECTION A-A
STEPS AS
NECESSARY
DETENTIONPIPE CONNECTONMANHOLE RIM
10-YEAR STORM ELEV=332.89
100-YEAR STORM ELEV=333.45
2-YEAR STORM ELEV=332.07
DETENTION
PIPE CONNECTON
WEIR CONTROL
STRUCTURE
MANHOLE RIM
STEPS AS
NECESSARY
MANHOLE RIM
STORMFILTER
PIPE CONNECTON
WEIR CONTROL
STRUCTURE
MANHOLE RIM
MANHOLE RIM
UNDERGROUND
STORMWATER DETENTION
REFER TO DETAILS ON THIS
SHEET
24" OUTLET PIPE REFER
TO GRADING PLAN
RIVER BASIN:CAPE FEAR
RECEIVING STREAM:CAMELS CREEK
STREAM INDEX:18-12-(2)
STREAM CLASS:WS-IV
HUC:0303000401
PROJECT COORDINATES:35.419673°N, -78.935869°W
POND DESIGN SUMMARY
DRAINAGE AREA TO POND:1.41 ACRES
SITE IMPERVIOUS AREA TO POND:0.92 ACRES
OFF-SITE DESIGN IMPERVIOUS AREA TO POND:0.00 ACRES
TOTAL DESIGN IMPERVIOUS AREA TO POND:0.92 ACRES
PRE-DEVELOPED POST-DEVELOPED POST DEVELOPED POST DEVELOPED TOTAL
THROUGH BMP BYPASS
DRAINAGE AREA:1.54 AC 1.41 AC 0.13 AC
CURVE NUMBER:78.3 90.6 77.0
TIME OF CONCENTRATION
1" STORM EVENT:0.392 CFS 0.182 CFS
1-YEAR STORM EVENT:2.573 CFS 4.746 CFS 2.327 CFS 0.200 CFS 2.527 CFS
2-YEAR STORM EVENT:3.661 CFS 6.049 CFS 3.213 CFS 0.288 CFS 3.501 CFS
10-YEAR STORM EVENT:6.870 CFS 9.549 CFS 6.016 CFS 0.554 CFS 6.570 CFS
100-YEAR STORM EVENT:12.23 CFS 15.05 CFS 14.77 CFS 1.004 CFS 15.77 CFS
STORMWATER MANAGEMENT ALLOCATION
UNDERGROUND DETENTION / STORMFILTER SYSTEM
STAGE ELEVATION CONTOUR INCREMENTAL TOTAL
(FT)(FT)AREA (SF)STORAGE (CF)STORAGE (CF)
0.0 330.0 N/A 0 0
1.0 331.0 N/A 1413 1413
2.0 332.0 N/A 2127 3540
3.0 333.0 N/A 1929 5469
3.5 333.5 N/A 525 5994
STAGE/STORAGE TABLE
1.THE DEVELOPER OR HIS AGENT SHALL CONTACT THE CITY OF RALEIGH WHEN THE
BEST MANAGEMENT PRACTICE(S) ARE CONSTRUCTED AND ABOUT TO BECOME
OPERATIONAL SO A FINAL INSPECTION CAN BE PERFORMED TO DETERMINE
COMPLIANCE WITH THE APPROVED PLAN CAN BE PERFORMED.
2.ANNUAL MAINTENANCE INSPECTION AND REPORT REQUIRED - THE OWNER OF A
PERMITTED STRUCTURAL STORMWATER BMP/CONTROL SHALL ANNUALLY SUBMIT A
MAINTENANCE AND INSPECTION REPORT FOR EACH BMP TO THE STORMWATER
ADMINISTRATOR. ANNUAL INSPECTIONS SHALL BEGIN WITHIN ONE YEAR OF THE
RECORDATION OF ANY DEED(S) SHOWING STORMWATER BMPs/CONTROL STRUCTURES.
3.UPON COMPLETION OF THE PROJECT, AND BEFORE A CERTIFICATE OF OCCUPANCY
SHALL BE GRANTED, THE ENGINEER OF RECORD SHALL CERTIFY THAT THE
COMPLETED PROJECT IS IN ACCORDANCE WITH THE APPROVED STORMWATER
MANAGEMENT PLANS AND DESIGNS.
4.A FINAL INSPECTION OF THE SITE AND STORMWATER MANAGEMENT BMP/CONTROLS
TO BE SCHEDULED WITH AND COMPLETED BY THE CITY OF RALEIGH INSPECTOR.
5.THE "AS-BUILT" PLANS SHALL SHOW THE FINAL DESIGN SPECIFICATIONS FOR ALL
STORMWATER MANAGEMENT FACILITIES AND PRACTICES AND THE FIELD LOCATION,
SIZE, DEPTH, AND PLANTED VEGETATION OF ALL MEASURES, CONTROLS AND DEVICES,
AS INSTALLED. THE ENGINEER OF RECORD FOR THE STORMWATER MANAGEMENT
MEASURES AND PLANS SHALL CERTIFY, UNDER SEAL, THAT THE AS-BUILT
STORMWATER MEASURES, CONTROLS AND DEVICES ARE IN COMPLIANCE WITH THE
APPROVED STORMWATER MANAGEMENT PLANS AND DESIGNS AND WITH THE
REQUIREMENTS OF THIS ORDINANCE.
6.THE CITY OF RALEIGH AND THEIR ASSIGNS HAVE RIGHT TO ACCESS THE STORMWATER
CONTROL(s) FOR INSPECTIONS OR MAINTENANCE AS NECESSARY.
7.THE ENGINEER'S CERTIFICATION OF COMPLETION WILL BE REQUIRED PRIOR TO THE
FINAL PLAT OR CERTIFICATE OF OCCUPANCY. THE STORMWATER CONTROL IS TO BE
INSPECTED TO ENSURE IT IS FUNCTIONING AS DESIGNED AND HAS FULL DESIGN
VOLUME PRIOR TO ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY.
8.THE PROPERTY OWNER (OR HOMEOWNER'S ASSOCIATION) IS RESPONSIBLE FOR
MAINTAINING THE STORMWATER CONTROLS(s) ACCORDING TO THE APPROVED
MAINTENANCE PLAN AND DIRECTION OF THE CITY OF RALEIGH.
STORMWATER MANAGEMENT NOTES:
BMP element:
The entire BMP
Adjacent pavement (if applicable)
Potential problem:
Trash/debris is present.
Sediment is present on the
pavement surface.
How I will remediate the problem
Remove the trash/debris
Perimeter of sand filter Areas of bare soil and/or
Vegetation is too short or too
long.
How I will remediate the problem
Remove the trash/debris
Sweep or vacuum the sediment
as soon as possible.
Regrade soil if necessary to
remove the gully, and then plant
Maintain vegetation at an
appropriate height.
Flow diversion structure
The structure is damaged.
Unclog the conveyance and
dispose of any sediment offsite.
Make any necessary repairs or
replace if damage is too large
for repair.
Forebay or pretreatment area
The structure is clogged.
Search for the source of the
sediment and remedy the problem
if possible. Remove the sediment
and stabilize or dispose of it in a
Sediment has accumulated to a
depth of greater than six inches.
location where it will not cause
Erosion has occurred.Provide additional erosion
protection such as reinforced
Filter bed and underdrain Check to see if the collector
system is clogged and flush if
Water is ponding on the surface
for more than 24 hours after a
Receiving water Contact the NC Division of
Water Resources.
Erosion or other signs of
erosive gullies have formed.
a ground cover and water until
it is established. Provide lime and
a one-time fertilizer application.
impacts to streams or the BMP.
turf matting or riprap if neededto prevent future erosion
problems.
Weeds are present.Remove the weeds, preferably
by hand. If a pesticide is used,wipe it on the plants rather thanspraying.
collection system
storm.necessary. If water still ponds,
remove the top few inches of
filter bed media and replace. If
water still ponds, then consult
an expert.
Outlet device
The outlet device is damaged.
Clean out the outlet device.
Dispose of the sediment offsite.
Repair or replace the outlet
device.
Clogging has occurred.
damage have occurred at the outlet.
20 2010
1 INCH = 20 FEET
GRAPHIC SCALE
0
5" HDPE OUTLET PIPE
TO STORMFILTER
INV=330.0
INTERMEDIATE WEIR ELEV=330.801-YEAR STORM ELEV=331.74
1-IN STORM ELEV=330.28
IE=329.4
IE=330.0
0.5'
5" HDPE STORMFILTER
PIPE CONNECTON
STORMWATER
MANAGEMENT
EASEMENT
BMP element:
The entire BMP
Adjacent pavement (if applicable)
Potential problem:
Trash/debris is present.
Sediment is present on the
pavement surface.
How I will remediate the problem
Remove the trash/debris
Perimeter of sand filter Areas of bare soil and/or
Vegetation is too short or too
long.
How I will remediate the problem
Remove the trash/debris
Sweep or vacuum the sediment
as soon as possible.
Regrade soil if necessary to
remove the gully, and then plant
Maintain vegetation at an
appropriate height.
Flow diversion structure
The structure is damaged.
Unclog the conveyance and
dispose of any sediment offsite.
Make any necessary repairs or
replace if damage is too large
for repair.
Forebay or pretreatment area
The structure is clogged.
Search for the source of the
sediment and remedy the problem
if possible. Remove the sediment
and stabilize or dispose of it in a
Sediment has accumulated to a
depth of greater than six inches.
location where it will not cause
Erosion has occurred.Provide additional erosion
protection such as reinforced
Filter bed and underdrain Check to see if the collector
system is clogged and flush if
Water is ponding on the surface
for more than 24 hours after a
Receiving water Contact the NC Division of
Water Resources.
Erosion or other signs of
erosive gullies have formed.
a ground cover and water until
it is established. Provide lime and
a one-time fertilizer application.
impacts to streams or the BMP.
turf matting or riprap if needed
to prevent future erosionproblems.
Weeds are present.Remove the weeds, preferably
by hand. If a pesticide is used,wipe it on the plants rather thanspraying.
collection system
storm.necessary. If water still ponds,
remove the top few inches of
filter bed media and replace. If
water still ponds, then consult
an expert.
Outlet device
The outlet device is damaged.
Clean out the outlet device.
Dispose of the sediment offsite.
Repair or replace the outlet
device.
Clogging has occurred.
damage have occurred at the outlet.
DG#23680-US 421 N. Harnett County___ US Highway 421 NLillington, NC Harnett CountyRHETSON COMPANIES, INC.
ATTN. JOHN PARKER
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
(910) 944-0881
john@rhetson.com
OWNER/DEVELOPER:
Sheet No.
TitleNo.DateREVISIONSDesc.Drawn
Rhetson Project#Checked
Project No. Initial Date
This document, together with the
concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared.
Reuse of and improper reliance on this
document without written
authorization and adaptation by
Bowman North Carolina, Ltd. shall be
without liability to Bowman North
Carolina, Ltd.
058004February 28, 2022
21103Bowman North Carolina Ltd.bowman.comF-14454006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C-10A
STORMWATER
MANAGEMENT
DETAILS
HYD18" RCP
INV=324.11
TRACT # 1
0.247 ACRES
DONALD L. NORDON
ET-UX
PATRICIA G. MCKEE
DB.3669 PG. 195
PIN - 0610-87-8640
PID - 139691 0061
ZONING - RA-20R
15FT TYPE D BUFF
E
R
15FT TYPE D BUFFER15FT TYPE A BUFFER
50.00'
71.
8
5
'
R/W
R/W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/WR/WR/WR
/WR/WR/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WWM
WM
WM
WM
WM
WM
WM WM
WM
WM WM
WM WM
WM WM WM
WM WM WM
WM WM
WM WM
WM
WM
WM
WM
WM
WM
WM
WM WM
WM WM
CONCRETE
DRIVEWAY
EXISTING
DWELLING
EXISTING
COMMERCIAL
BUILDING
EXISTING
ASPHALT
PARKING LOT WMWMWMWMWMWMWMWMWMWMWMWMOHEOHEOHEOHEOHEOHEOHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWM
WM WM
WM WM
WM
WM
WM
WM WM WM WM WM WM WM WM WM WM WM
W
M
WMWMWMWMWMWM WM
S 4
7
°
5
1
'
5
3
"
E
S 82°24'28" E
70.77'
S 82°24'28" E 165.
7
0
'
S 82°24'28" E 286.
4
7
'
S 82°24'28" E
50.00'N 01°05'14" W 217.24'N 81°34'39" W
S 89°53'20" W 296.24'S 89°53'20" W 133.80'S 89°53'20" W 162.44'S 05°12'32" E 138.46'N/F
ROUNDTREE LLC & MONTROSE PROPERTY LLC
DB. 3566 PG. 51
PIN - 0610-87-6690
ID - 139691 0030 04
ZONING - COMM
(RETAIL)
N/F
JAMES ROBERT WAGNER
DB. 3959 PG. 536
PIN - 0610-87-7464
PID - 139691 0030 02
ZONING - RA-20R
(SINGLE-FAMILY)N/F
JULIO CESAR YANES
DB. 3909 PG. 923
PIN - 0610-97-0423.000
PID - 130610 0102
ZONING - RA-30
(SINGLE-FAMILY)
US Highway 421
N
150' Public R/W
(55 MPH)421 Cool Springs RoadMamers RoadSR#126560' Public R/W150' R/WTRACT #2
0.585 ACRES
CEBCO CONSTRUCTION, INC
DB 848, PG 214
PIN - 0610-97-0587
PID - 130610 0088
ZONING - RA-30
TRACT #3
0.710 ACRES
PHILLIS B. THOMAS
DB 3860, PG 707
PIN - 0610-87-9549
PID - 130610 0089
ZONING - COMM
OVERALL PARCEL
67,173 SF (1.542 AC)
CONTROL CORNER
NIP
GPS COORDINATES
NC GRID NORTH
NAD 83-2011
N:607682.56'
E:2019109.50'
LAT:35.4197
LON:78.9359
Z.: 330.82'
NIP
ECM
EIP
CC
EIPEIP
EIP
CC
CC
30' DUKE ENERGY
EASEMENTWMWMWM
WM
WM WMWM18" RCP
INV=324.51
C
FO FO
C10FT TYPE C BUFFERHCHC40'± PAVEMENTRLRLRLRLRLRL18" R
C
P
18" R
C
P
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
18" RCP
INV=323.49
SANSANSANSAN
SAN
SAN
SAN RLRLRLRLRLRLW
W
W
W
W
W
W
W WVBP10
ZS
6
AC
54
IV
EXISTING
TREES
4
ZS
20
IC
8
ZS
1
ZS
100
IV
30
IV
MULCHED
BED
MULCHED
BED
MULCHED
BED
MULCHED
BED
MULCHED
BED
LIGHT
POLE
1
ZS
10'x70' SIGHT
TRIANGLE
10'x70' SIGHT
TRIANGLE
2
6
3
1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING ALL REQUIRED LANDSCAPING
FOR THE ENTIRE SITE, TO INCLUDE BUT NOT LIMITED TO: SODDED/SEEDED AREAS,
SHRUB BEDS, PARKING LOT ISLANDS, ROADSIDE SIGN BASE(S) AND MONUMENT
PLANTERS.
2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES
REGARDING LANDSCAPING.
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH A HEALTHY STAND OF
GRASS ON ALL SEEDED AREAS.
4. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE CONTRACTOR
SHALL INSTALL BLACK FABRIC WEED BLOCK LANDSCAPE MESH UNDER THE MULCH TO
PREVENT WEED GROWTH.
5. CONTRACTOR SHALL PROVIDE NATURAL TOPSOIL THAT IS FERTILE, FRIABLE, WITHOUT
MIXTURE OF SUBSOIL MATERIALS, AND OBTAINED FROM A WELL DRAINED, AVAILABLE
SITE. IT SHALL NOT CONTAIN SUBSTANCES WHICH MAY BE HARMFUL TO PLANT
GROWTH. TOPSOIL SHALL BE SCREENED AND FREE FROM CLAY, LUMPS, STONES, ROOTS,
PLANTS, OR SIMILAR SUBSTANCES 1" OR MORE IN DIAMETER, DEBRIS, OR OTHER
OBJECTS WHICH MIGHT BE A HINDERANCE TO PLANTING OPERATIONS. TOPSOIL SHALL
CONTAIN AT LEAST 4-6% ORGANIC MATTER BY WEIGHT AND HAVE A PH RANGE OF 5.5 TO
7.0.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND THE MAINTENANCE OF
ALL LANDSCAPED AREAS UNTIL THE LATER OF; (a) THIRTY (30) DAYS FOLLOWING THE
PLANTING OF THE GRASS AND SHRUBS, OR (b) THE DATE THAT DOLLAR GENERAL OPENS
FOR BUSINESS TO THE PUBLIC.
7. GENERAL CONTRACTOR IS TO CLEAN ENTIRE SITE OF ALL CONSTRUCTION DEBRIS AND
RAKE ALL GRASS AREAS.
8. PROVIDE LANDSCAPE PLANS TO DOLLAR GENERAL AND AS REQUIRED BY LOCAL
JURISDICTION TO THE BLDG. DEPT. FOR REVIEW AND APPROVAL PRIOR TO START OF
WORK.
9. ALL LANDSCAPING, TRESS, SHRUBS, ETC. SHALL NOT INTERFERE WITH THE VISIBILITY OF
DOLLAR GENERAL SIGNAGE
10. CONTRACTOR TO VERIFY QUANTITIES PRIOR TO COMMENCING WORK.
11. OPEN AREAS WITHIN PLANTING BEDS SHALL BE MULCHED.
2''-6''
6''
4''
MIN.
NOT TO SCALE
TYPICAL TREE PLANTING/STAKING DETAIL(FOR 6'-12' TREE HEIGHTS AT PLANTING)
1
2
3
5
6
7
4
10
8
9
11
12
PLAN
SECTION
13 NOTES:
1. REFERENCE SPECIFICATIONS FOR ALL SOIL PROCEDURES IN
CONSTRUCTION DWGS.
2. SITE SOILS ARE GENERALLY SANDY, SILTY CLAYS AND SANDY,
CLAYEY SILTS.3 TIMES WIDTH OF ROOTBALL (8' MIN.)
1. ANY DISTURBED AREAS NOT SCHEDULED FOR HARDSCAPE, PLANTINGS, OR MULCH SHALL
BE SEEDED LAWN.
2. NO PLANT SUBSTITUTIONS ARE PERMITTED WITHOUT WRITTEN APPROVAL OF THE
OWNERS REPRESENTATIVE.
3. ALL PLANT AND BED LINE LOCATIONS SHALL BE STAKED IN THE FIELD AND APPROVED BY
THE THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
4. ALL PLANTINGS SHALL BE INSTALLED WITH THE SPECIFIED LAYER OF MULCH.
REFERENCE DETAILS AND SPECIFICATIONS FOR DEPTH AND TYPE OF MULCH. ALL
TREES AND SHRUBS SHALL BE PLANTED IN MULCH BEDS AND SHALL BE SEPARATED
FROM TURF GRASS AREAS.
5. GRASS COVERAGE TO EXTEND FROM PROPERTY LINES TO BACK OF CITY SIDEWALKS
AND/OR CURBS.
6. MINIMUM TREE SIZE AT PLANTING IS 2" CALIPER (FOR SINGLE STEM TREES). ALL
MULTI-STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8
FEET TALL.
7. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM
ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP
FROM ROOT BALL.
8. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND
CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 18" NEW TOPSOIL, OR TILL
AND AMEND THE TOP 18" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX
STANDARDS FOR TREES.
9. LARGE MATURING TREES MAY NOT BE PLANTED WHERE THERE ARE OVERHEAD
DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR
SIGNS, CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.
10. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT 15'
FROM ALL UNDERGROUND UTILITIES (SEWER AND STORM DRAINAGE, GAS, WATER,
PHONE, AND ELECTRICAL LINES.)
11. ATTENTION LANDSCAPER: NOTIFY OWNER OF ANY SIGN, POWER LINE, OR OTHER
CONFLICTS BEFORE PLANTING NEW TREES.
1 TREE STRAP
2 TREE GUY WIRE - ADD TURNBUCKLES IF NECESSARY TO STABILIZE TREE
3 TREE GUYING STAKE
4 WARNING FLAG
5 TRUNK FLARE AND TOP OF ROOT BALL SHOULD BE AT GRADE IN WELL
DRAINED SOIL, UP TO 4" ABOVE GRADE IN POORLY DRAINED SOILS.
6 EARTHEN SAUCER
7 3'' MULCH LAYER MULCH SHALL NOT BE IN CONTACT WITH TREE TRUNK
8 EXCAVATE PLANTING PIT TO 3 TIMES THE WIDTH OF ROOTBALL (8' MIN.)
FLARING SIDES OF PIT AS SHOWN. SCARIFY SIDES OF PIT SO THAT THE SIDES
ARE NOT SMOOTH OR GLAZED.
9 BACKFILL WITH SOIL PER SPECIFICATIONS
10 REMOVE TOP 1/2 OF WIRE ROOT BALL BASKET OR ROOTBALL STRAPS.
REMOVE ALL SYNTHETIC STRAP MATERIAL FROM ENTIRE ROOT BALL.
11 REMOVE TOP 3/4 OF BURLAP ROOT BALL COVERING. REMOVE ALL SYNTHETIC
COVERING FROM ENTIRE ROOTBALL.
12 PLACE ROOTBALL ON SOLID SUBGRADE - NOT LOOSE BACKFILL MATERIAL
13 UNDISTURBED SUBGRADE
0 GRAPHIC SCALE
1 INCH = 30 FEET
15 603030 120
1
Know what's below.
R
Call before you dig.
GENERAL LANDSCAPE NOTES
LANDSCAPING NOTES
STOP
IT'S THE LAW
CALL 1-800-632-4949
BEFORE YOU DIG
N.C. ONE-CALL CENTER
SPECIFICATION
OTHERSPACINGROOTHEIGHTCALIPER
COMMON NAMEBOTANICAL NAMESYM./KEYTYPE
TREES
MASTER PLANT LIST
SHRUBS
DG#23680-US 421 N. Harnett County___ US Highway 421 NLillington, NC Harnett CountyRHETSON COMPANIES, INC.
ATTN. JOHN PARKER
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
(910) 944-0881
john@rhetson.com
OWNER/DEVELOPER:
Sheet No.
TitleNo.DateREVISIONSDesc.Drawn
Rhetson Project#Checked
Project No. Initial Date
This document, together with the
concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared.
Reuse of and improper reliance on this
document without written
authorization and adaptation by
Bowman North Carolina, Ltd. shall be
without liability to Bowman North
Carolina, Ltd.
058004February 28, 2022
21103Bowman North Carolina Ltd.bowman.comF-14454006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C-11
LANDSCAPE
PLAN
6' MIN2"B&B AS SHOWNJapanese ZelkovaZelkova serrata 'Village Green'ZS
Yaupon HollyIlex vomitoriaIV
Soft Touch HollyIlex crenata 'Soft Touch'IC
Hedge mapleAcer campestreAC 6' MIN1.5"B&B AS SHOWN
48"-5 GAL AS SHOWN
24"-3 GAL AS SHOWN