HomeMy WebLinkAbout2020-11-01 The Pines Apartments - Buies Creek PlansCivil Engineering:
SCALE: N.T.S.
VICINITY MAP
THE PINES APARTMENTS - BUIES CREEK
N
The Curry Engineering Group, PLLC
NC License # P-0799
PO Box 2018
205 S. Fuquay Ave
Fuquay-Varina, NC 27526
919.552.0849 (o)
919.880.9857 (m)
Contact: Don Curry, PE
don@curryeng.com
Developer / Land Owner:
HARNETT COUNTY, NORTH CAROLINA
COMMERCIAL SITE PLAN - CONSTRUCTION DRAWINGS
GOVERNING AGENCIES:
UTILITY AGENCIES:
PLANNING/ZONING/LANDSCAPE
HARNETT COUNTY
PLANNING DEPT.
108 E. FRONT STREET
LILLINGTON, NC 27546
910.893.7525 OPT. 4
CONTACT: MR. JAY SIKES
EROSION CONTROL
STORMWATER
WATER & SEWER
HARNETT REGIONAL WATER
700 McKINNEY PARKWAY
LILLINTON, NC 27546
910.893.7575
CONTACT: MR. STEVE WARD
NCDENR-DWQ SEWER
NCDENR DIVISION OF WATER RESOURCES
FAYETTEVILLE REGIONAL OFFICE
225 GREEN STREET
SUITE 714
FAYETTEVILLE, NC 28301
910.433.3300
NCDENR-PUBLIC WATER SUPPLY
NCDENR DIVISION OF WATER RESOURCES
RALEIGH REGIONAL OFFICE
512 N. SALISBURY STREET
RALEIGH, NC 27604
919.707.9100
ENGINEERING
HARNETT REGIONAL WATER
700 McKINNEY PARKWAY
LILLINTON, NC 27546
910.893.7575
CONTACT: MR. STEVE WARD
DRAWING INDEX
Sheet Number Sheet Title
C0.0 COVER SHEET
C0.1 CIVIL NOTES
C0.2 HRW UTILITY NOTES
C1.0 EXISTING CONDITIONS & DEMOLITION PLAN
C2.0 SITE LAYOUT
C3.0 UTILITY PLAN
C4.0 GRADING AND DRAINAGE PLAN
C5.0 SITE DETAILS
C5.1 WATER DETAILS
C5.2 SANITARY SEWER DETAILS
C6.0 SITE LIGHTING PLAN
EC1.0 EROSION CONTROL PLAN - INITIAL PHASE
EC2.0 EROSION CONTROL PLAN - CONSTRUCTION PHASE
EC3.0 EROSION CONTROL DETAILS I
EC4.0 EROSION CONTROL DETAILS II
L1.0 LANDSCAPE PLAN
L2.0 LANDSCAPE DETAILS
LESLIE C
A
M
P
B
E
L
L
A
V
E.
NCDEQ DIVISION OF ENERGY, MINERAL & LAND
RESOURCES
RALEIGH REGIONAL OFFICE
512 N. SALISBURY STREET
RALEIGH, NC 27604
919.807.6369
CONTACT: MR. JIM FARKIS
NCDEQ DIVISION OF ENERGY, MINERAL & LAND
RESOURCES
FAYETTEVILLE REGIONAL OFFICE
225 GREEN STREET
SUITE 714
FAYETTEVILLE, NC 28301
910.433.3300
CONTACT: JODI PACE DATE: FEBRUARY 2022FILE NO. 2020-020HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-020 WOMBLE APTS - BUIES CREEK\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C0.0 COVER SHEET.DWGPLOTTED: 11/1/2022 1:13 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36WOMBLE APARTMENTS - BUIES CREEK - HARNETTPRELIMINARY
DO NOT USE FOR
CONSTRUCTIONMAIN ST.NCDOT
NC DEPT. OF TRANSPORTATION
DIV. 6, DISTRICT 2
600 SOUTHERN AVENUE
FAYETTEVILLE, NC 28302
910.364.0601
CONTACT: MR. RICHIE HINES
OWNER'S CONSENT FORM
SIDEWALKS AND STREET TREES ARE TO BE MAINTAINED BY THE HOME OWNERS
ASSOCIATION (“HOA”), PROPERTY OWNERS ASSOCIATION (“POA”), CONDOMINIUM
OWNER'S ASSOCIATION (“COA), OR ANY OTHER ASSOCIATION RESPONSIBLE FOR
THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY. SIDEWALK
OR STREET TREE INSTALLATIONS THAT ARE DAMAGED AND/OR REMOVED BY
HARNETT COUNTY/ DEPARTMENT OF PUBLIC UTILITIES/HARNETT REGIONAL WATER
OR ITS REPRESENTATIVES, AGENTS, OR CONTRACTORS AS A RESULT OF
REPAIR/MAINTENANCE OF THE PUBLIC WATER AND/OR SEWER LINE WILL BE
REPLACED OR REPAIRED BY THE HOME OWNERS ASSOCIATION (“HOA”), PROPERTY
OWNERS ASSOCIATION (“POA”), CONDOMINIUM OWNER'S ASSOCIATION (“COA), OR
ANY OTHER ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP
OF THE RESIDENTIAL COMMUNITY.
APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY OR
WASTEWATER CAPACITY. CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE.
THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING
WATER AND WASTEWATER SYSTEM TO MEET FUTURE WATER AND WASTEWATER
DEMANDS PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND/OR FINAL
PLAT APPROVAL.
HARNETT COUNTY REQUIRED NOTE:
The Pines, LLC
4504 Dolphine Lane
Alexandria, VA 22309
FIRST SUBMITTED TO HARNETT COUNTY: NOVEMBER 1, 2022
Surveyor:
Mauldin-Watkins Surveying, PA
P.O. BOX 444/139 N. Main Street
Fuquay-Varina, NC 27526
919.552.9326
Contact: Wayne Mauldin, PLS
SITE INFORMATION
ZONING:
COUNTY:
LOCATION:
PARENT PIN:
DB/PG:
ACREAGE:
HARNETT
LAND CLASS:COMMERCIAL/MULTI-FAMILY
1.33 AC
3722 / 0628
0670-83-3876
BUILDINGS:
TOTAL NUMBER OF BUILDINGS:2 (EXISTING)
SIDE YARD:
FRONT YARD:35'
10'
REAR YARD:25'
STANDARDS & SETBACKS:
IMPERVIOUS AREAS:
BUILDING:10,642 SF (0.24 AC)
UTILITY DEMANDS
WATER USAGE:2,880 GPD
2 BED X 120 GPD/BED X 3 UNITS + 9 UNITS (EXIST)
O-1
156 MAIN STREET
LILLINGTON, NC 27546
NOT FOR CONSTRUCTION COVER SHEETC0.0N.T.S.SITE
US HW
Y
4
2
1
S
MAX HEIGHT:35'
MIN LOT WIDTH:20
1 (PROPOSED)
UNITS/BUILDING:
3 (PROPOSED)
4 & 5 (EXISTING)
TOTAL UNITS:12 UNITS
PARKING:
REQUIRED PARKING:9 SPACES (1.5 x 6 BDRM)
PROVIDED PARKING:9 SPACES
REQUIRED RECREATIONAL OPEN SPACE (15%):0.20 AC
RECREATIONAL OPEN SPACE PROVIDED:0.20 AC (15%)
REQ. IMPROVED REC. OPEN SPACE (5% OF PROVIDED):0.01 AC
IMPROVED RECREATIONAL OPEN SPACE PROVIDED:0.01 AC (5%)
PAVEMENT:14,747 SF (0.34 AC)
SIDEWALK/CONC. PADS:3,807 SF (0.09 AC)
OPEN SPACE & DENSITY:
SITE AREA:1.33 AC
MAXIMUM ALLOWABLE DENSITY:9 DU/AC
PROPOSED DENSITY:9 DU/AC
(1.5 PER BDRM + 1 PER BDRM > 2)
EXISTING:
BUILDING:1,889 SF (0.04 AC)
PAVEMENT:5,737 SF (0.13 AC)
SIDEWALK/CONC.PADS:480 SF (0.01 AC)
PROPOSED:
TOTAL EXISTING IMPERVIOUS:29,196 SF (0.67 AC) (50.4%)
TOTAL PROPOSED IMPERVIOUS:8,106 SF (0.18 AC) (NEW)
18,741 SF (0.43 AC) (EXIST. TO REMAIN)
= 26,847 SF (0.62 AC) (46.6%)
DATE: FEBRUARY 2022FILE NO. 2020-020HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-020 WOMBLE APTS - BUIES CREEK\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C0.1 CIVIL NOTES.DWGPLOTTED: 11/1/2022 1:13 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36WOMBLE APARTMENTS - BUIES CREEK - HARNETTPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
1.TOPOGRAPHICAL DATA PERFORMED BY MAULDIN-WATKINS SURVEYING, PA. SITE BENCHMARK IS AVAILABLE FROM
SURVEYOR. CONTOURS SHOWN HEREON ARE FROM AN ACTUAL FIELD SURVEY. BOUNDARY INFORMATION
SUPPLIED BY OWNER AND SHOWN FOR REFERENCE ONLY. CONSULT PLS FOR ACTUAL BOUNDARY DATA.
2.ALL WORK, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE HARNETT COUNTY STANDARDS
AND SPECIFICATIONS, LATEST EDITION.
3.ALL WORK, CONSTRUCTION AND MATERIALS WITHIN NCDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE
2018 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
4.ALL RIGHT OF WAYS SHALL BE PUBLIC & NCDOT MAINTAINED.
5.THIS SITE IS NOT LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAPS 3720066000J DATED OCT 3, 2006.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT
RIGHT-OF-WAY. TRAFFIC CONTROL SHALL BE MAINTAINED AT ALL TIMES WITH PROPER SIGNAGE, SIGNALS,
LIGHTING, FLAGMEN. ALL SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM
TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION.
7.COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS
CONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED
CONSTRUCTION PLANS, APPROVED EROSION CONTROL PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY
PERMITS, WATER/SEWER PERMITS, ETC.
8.LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE FIELD VERIFIED. CONTACT THE NC ONE
CALL CENTER AT LEAST 48 HOURS PRIOR TO DIGGING @ 1.800.632.4949. UNDERGROUND LINES SHOWN HEREON
ARE APPROXIMATE OR AS REPORTED BY VARIOUS RESPONSIBLE PARTIES. THE SURVEYOR DOES NOT
GUARANTEE THAT ANY UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS AND PIPES ARE LOCATED
HEREON.
9.THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES
ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR
CONNECTING TO SAID FACILITIES.
10.THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY COUNTY OR NCDOT DAMAGED PROPERTY. THE
CONTRACTOR SHALL REPAIR THE DAMAGED PROPERTY TO THE LATEST STANDARDS AND SPECIFICATIONS OF THE
AGENCY HOLDING JURISDICTION AT NO COST TO THE OWNER.
11.ANY DAMAGE DONE TO PRIVATE PROPERTY OWNERS SIGNS, MAILBOX, DRIVEWAY CULVERTS, OR OTHER
PROPERTY SHALL BE RESTORED TO ORIGINAL CONDITION.
12.CONTRACTOR IS RESPONSIBLE FOR FENCING AND SECURITY OF HIS LAYDOWN AND STORAGE AREA.
13.CONTRACTOR SHALL KEEP ALL ROADS FREE OF DIRT AND DEBRIS AT ALL TIMES.
14.CONTRACTOR SHALL PROTECT EXISTING PAVEMENTS AND UTILITIES FROM HEAVY EARTH MOVING EQUIPMENT.
PROVIDE TRAFFIC CONTROL AND ADEQUATE PROTECTION METHODS AT ALL EQUIPMENT CROSSINGS.
15.ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
16.ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD. ALL ROCKS
GREATER THAN 3" DURING EXCAVATION SHALL BE REMOVED.
17.UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE
DISPOSED OF OFF-SITE BY THE CONTRACTOR IN AN APPROVED, LEGAL DISPOSAL SITE.
18.CONCRETE SIDEWALKS THAT ARE TO BE REMOVED SHALL BE CUT BACK TO NEAREST EXPANSION OR CONTROL
JOINT AND REPLACED WITH 4-INCH CONCRETE SIDEWALK FINISHED TO MATCH EXISTING SIDEWALKS.
19.CONTRACTOR TO COORDINATE WITH HARNETT REGIONAL WATER FOR TEMPORARY WATER NEEDED DURING
CONSTRUCTION. IF PERMITTED TO CONNECT TO EXISTING FIRE HYDRANT, A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTER WILL BE REQUIRED.
20.THE TRANSITION OF PROPOSED ROADWAY TO EXISTING ROADWAY SHALL BE DONE WITH A MINIMUM 8-FT
TRANSITION WHERE THE EXISTING PAVEMENT IS MILLED TO A MINIMUM DEPTH OF 1-1/2" AND OVERLAID.
21.ALL PAVEMENT SAW CUTS SHALL BE NEAT, STRAIGHT AND FULL DEPTH.
22.ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH (MIRAFI 140 N OR APPROVED EQUAL).
23.ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF-SITE, UNLESS OTHERWISE DIRECTED
BY THE OWNER TO AN APPROVED NCDENR LOCATION.
24.ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE GEOTECHNICAL ENGINEER AT THE FOLLOWING STAGES:
A.COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE.
B. COMPLETION OF STONE PLACEMENT PRIOR TO PAVING.
C.FINAL INSPECTION WHEN ALL WORK IS COMPLETE.
25.PRIOR TO PLACING CABC STONE BASE, THE CONTRACTOR SHOULD NOTIFY THE GEOTECHNICAL ENGINEER TO
INSPECT THE PROOF ROLL OF THE SUBGRADE. ANY STONE PLACED WITHOUT PRIOR APPROVAL WILL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR AND SUBJECT TO RE-CONSTRUCTION IF SUBGRADE DOES NOT MEET
NCDOT STANDARDS & SPECIFICATION
26.ALL UTILITY SERVICES, (POWER, TELEPHONE, CABLE, ETC.) ARE PROPOSED TO BE UNDERGROUND. DO NOT SEED
OR MULCH DISTURBED AREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR
SHALL COORDINATE WITH THE PRIVATE UTILITY SERVICE COMPANIES FOR ANY REQUIRED CONDUITS OR POINT OF
CONTACT CONDITIONS.
27.ALL PUBLIC UTILITIES THAT REQUIRE AN ENGINEERING CERTIFICATION MUST BE INSPECTED BY A PROFESSIONAL
ENGINEER ON A PERIODIC BASIS. THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER WHEN INSTALLING
UTILITIES FOR PERIODIC INSPECTIONS. THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER AT THE TIME
OF PRESSURE TESTING AND WATER LINE DISINFECTION. THE CONTRACTOR SHALL SUPPLY THE PROJECT
ENGINEER PRESSURE TEST RESULTS.
28.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD
CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION
OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF
TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED ON THE PLANS OR 12 INCHES, WHICH EVER IS LESS,
CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION.
29.THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS
TOPSOIL HE DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATION.
30.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS-BUILT
CONDITION OF ALL OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE
PROJECT. PREPARATION OF THE NECESSARY/REQUIRED AS-BUILT PLANS TO BE SUBMITTED TO HARNETT
COUNTY AND/OR ALL OTHER INFORMATION REQUIRED IN CONNECTION WITH RELEASE OF BONDS.
31.THE CONTRACTOR SHALL INCLUDE IN THE PRICE, ANY AND ALL COSTS ASSOCIATED WITH PROVIDING A
PROFESSIONAL ENGINEER ON SITE IF REQUIRED, DURING THE CONSTRUCTION OF THE STORMWATER
MANAGEMENT FACILITIES, UNDERGROUND UTILITIES, ETC. AS REQUIRED FOR AS-BUILT CERTIFICATION.
32.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY
SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA,
FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE
DRAWINGS. NCDOT, HARNETT COUNTY & CURRY ENGINEERING ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO
INSTALL SAID ITEMS.
33.TESTING BY CONTRACTOR: CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL
TESTING SERVICE (APPROVED BY THE OWNER) TO PERFORM SOIL TESTING AND INSPECTION SERVICE FOR
QUALITY CONTROL TESTING DURING EARTHWORK OPERATIONS. COPIES OF RESULTS OF TESTS SHALL BE
SUBMITTED BY THE TESTING SERVICE DIRECTLY TO THE CONTRACTOR, THE OWNER, AND THE APPLICABLE
APPROVING AGENCY. --THE TESTING SERVICE WILL CLASSIFY PROPOSED ON-SITE AND BORROW SOILS TO VERIFY
THAT SOILS COMPLY WITH SPECIFIED REQUIREMENTS AND TO PERFORM REQUIRED FIELD AND LABORATORY
TESTING. (MINIMUM REQUIRED SOIL BEARING CAPACITY IS NOTED ON THE STRUCTURAL DRAWINGS). --IN PAVED
AND BUILDING SLAB AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH
2000 SQUARE FEET OF FILL IN EACH COMPACTED FILL LAYER. IF A TEST SHOULD FAIL TO MEET REQUIRED
DENSITY, THE CONTRACTOR SHALL RE-COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM
ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE
REQUIRED COMPACTION. --IN FOUNDATION WALL AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD
DENSITY TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH OF FILL IN EACH COMPACTED FILL LAYER, WITH NO
LESS THAN TWO TESTS ALONG A WALL FACE. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY, THE
CONTRACTOR SHALL RE-COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS
AT THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION.
34.COMPACTION: COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12" OF SUBGRADE IN
CUT AREAS TO 100% OF MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T99 FOR STRUCTURES, SLABS, AND
PAVEMENTS AND 95% OF MAXIMUM DENSITY FOR EMBANKMENTS OR UNPAVED AREAS. MAX LIFT THICKNESS FOR
FILL AREAS IS 8 INCHES.
35.DISTURBED AREA IS IN EXCESS OF 1 ACRE AND FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL IS
REQUIRED AS A CONDITION OF CONSTRUCTION PLAN APPROVAL. A COPY OF THE APPROVED EROSION CONTROL
PLAN MUST BE KEPT ON SITE AT ALL TIMES. THE APPROVED SEDIMENTATION & EROSION CONTROL PLAN SHOULD
BE REGARDED AS MINIMUM REQUIREMENTS; ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO
ENSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR PICKING UP
AND PAYING FOR GRADING PERMIT ISSUED BY NCDENR DIVISION OF ENERGY, MINERALS AND LAND QUALITY.
36.DESIGN/FIELD CONDITIONS QUITE EASILY MAY VARY FROM THAT REPRESENTED IN THE INITIAL SOILS REPORT
AND/OR TOPOGRAPHICAL REPORT. ISOLATED AREAS MAY SHOW UP WEAK AND ADVERSE SOILS OR
GROUNDWATER CONDITIONS MAY BE DISCOVERED THAT WERE NOT REVEALED DURING THE INITIAL SOILS
INVESTIGATION. THEREFORE, THE OWNER/CLIENT IS TO BE AWARE THAT CURRY ENGINEERING GROUP, PLLC WILL
NOT AND CANNOT BE HELD RESPONSIBLE FOR ANY FAILURES TO EITHER A STREET OR PARKING LOT PAVEMENT
DESIGN UNLESS WE CAN BE FULLY AND TOTALLY INVOLVED IN THE CONSTRUCTION PROCESS WHICH MAY
INCLUDE, BUT MAY NOT NECESSARILY BE LIMITED TO, TESTING SUBGRADE AND BASE DENSITY, ENGAGING THE
GEOTECHNICAL ENGINEER FOR THE EVALUATION OF THE SUBGRADE AND FOR THE OBSERVATION OF PROOF
ROLLING SUBGRADE AND BASE AT VARIOUS STEPS OF CONSTRUCTION, OPPORTUNITY FOR THE DESIGN
ENGINEER TO CALL IN A GEOTECHNICAL ENGINEER FOR CONSULTATION AND ADVICE, ETC. - STEPS WHICH TAKEN
ALTOGETHER WITH THE INITIAL DESIGN SHOWN ON THE PLANS, CONSTITUTE THE COMPLETE DESIGN OF THE
ROAD, STREET OF PARKING AREA (PRIVATE OR PUBLIC). THE DESIGN ENGINEER MUST BE GIVEN THE FULL
LATITUDE AND OPPORTUNITY TO COMPLETE THE DESIGN BY FULLY PARTICIPATING IN THE CONSTRUCTION
PROCESS. PLAN DESIGN IS A SMALL PORTION OF THE DESIGN AND CANNOT BE SEPARATED FROM THE
CONSTRUCTION PROCESS IF THE OWNER'S/CLIENT'S DESIRE IS TO HAVE THE DESIGN ENGINEER STAND BEHIND
THE COMPLETED DESIGNED PROJECT.
GENERAL CONSTRUCTION NOTES:
P PROPERTY LINE
L
L
CENTERLINE
DIAMETER OR ROUND
C
AND &
-- C --
-- A --
-- B --
-- D --
-- E --
-- F --
-- G --
-- H --
-- I --
-- L --
** ALL SYMBOLS & ABBREVIATIONS SHOWN ON THIS SHEET
MAY OR MAY NOT BE USED IN THIS DRAWING PACKAGE **
IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION
GENERAL ABBREVIATIONS:
ABC AGGREGATE BASE
ASPH ASPHALT
AVE AVENUE
BLVD BOULEVARD
BLDG BUILDING
BOC BACK OF CURB
BW BOTTOM OF WALL
CB CATCH BASIN
CI CURB INLET
CIP CAST IRON PIPE
CLS CLASS
CJ CONTROL JOINT
CO CLEANOUT
CONC CONCRETE
DI DROP INLET
DIA DIAMETER
DIP DUCTILE IRON PIPE
DOM DOMESTIC
DR DRIVE
(XX) EXISTING ELEVATION
E EAST, EASTING
EL ELEVATION
EJ EXPANSION JOINT
EOP EDGE OF PAVEMENT
EX EXISTING
EVAP EVAPORATIVE
FDC FIRE DEPARTMENT
CONNECTION
FES FLARED END SECTION
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FHA FIRE HYDRANT ASSEMBLY
FL FLOW LINE
FT FOOT OR FEET
G GAS
GALV GALVANIZED
GB GRADE BREAK
GE GENERAL ELECTRIC
GR GRADE
HWR HARNETT REGIONAL WATER
HDPE HIGH DENSITY POLYETHYLENE
HORIZ HORIZONTAL
HOV HIGH OCCUPANCY VEHICLE
HP HIGH POINT
IAW IN ACCORDANCE WITH
I.H.INTERSTATE HIGHWAY
INV INVERT
LEN LENGTH
LEV LOW EMISSION VEHICLE
LF LINEAR FEET
LP LOW POINT
www.ncocc.org
BEFORE YOU DIG,
CALL
NORTH CAROLINA
ONE CALL CENTER
-- M --
-- N --
-- O --
-- P --
-- R --
-- S --
-- T --
-- U --
-- V --
-- W --
-- Y --
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
N NORTH, NORTHING
NCDENR NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT & NATURAL RESOURCES
NCDOT NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
NTS NOT TO SCALE
OH OVERHEAD
OCB OFF-SET CATCH BASIN
PCC PORTLAND CEMENT CONCRETE
PE POLYETHYLENE
PKWY PARKWAY
POC POINT OF CONNECTION
PVC POLYVINYL CHLORIDE
R RADIUS
RCP REINFORCED CONCRETE PIPE
R.O.W. RIGHT OF WAY
RPDA REDUCED PRESSURE
DETECTOR ASSEMBLY
RPZ REDUCED PRESSURE ZONE
S SOUTH
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SDE SIGHT DISTANCE EASEMENT
SSMH SANITARY SEWER MANHOLE
SS SANITARY SEWER
STA STATION
STD STANDARD
ST.STL STAINLESS STEEL
SWPPP STORMWATER POLLUTION
PREVENTION PLAN
TB TOP OF BARRIER
TC/TOC TOP OF CURB
TD TEMPORARY DIVERSION
TH TEST HEADER
TOP TOP OF PIPE
TP TOP OF PAD
TYP TYPICAL
TW TOP OF WALL
UG UNDERGROUND
VEG VEGETATED
VERT VERTICAL
W WEST
W/ WITH
W/O WITHOUT
YI YARD INLET
IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION
NOT FOR CONSTRUCTION CIVIL NOTESC0.1N.T.S.
DATE: FEBRUARY 2022FILE NO. 2020-020HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-020 WOMBLE APTS - BUIES CREEK\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C0.2 HRW UTILITY NOTES.DWGPLOTTED: 11/1/2022 1:14 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36WOMBLE APARTMENTS - BUIES CREEK - HARNETTPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
NOT FOR CONSTRUCTION HRW UTILITY NOTESC0.2N.T.S.
EXISTING IRON PIPE (CONTROL POINT)
CONCRETE MONUMENT SET
EXISTING CONCRETE MONUMENT(CONTROL POINT)
IRON STAKE SET (UNLESS OTHERWISE NOTED)
40 D NAIL
EIS
ECS
COMPUTED POINT ONLY
PROPERTY BOUNDARY
EASEMENT
500 YR FLOOD PLAIN
100 YR FLOOD PLAIN
WTLD WETLANDS BOUNDARY
OHE OVERHEAD POWER
FLOODWAY
FLD
FW
EXISTING IRON STAKE
EXISTING COTTON SPIKE
MINOR CONTOUR
MAJOR CONTOUR350
Wx EXISTING WATER
SS x EXISTING SANITARY SEWER
FM EXISTING FORCE MAIN
Gx EXISTING NATURAL GAS
C/O
POWER-POLE
CLEANOUT
FIBER OPTIC MARKER
WATER METER
MANHOLE
FIRE HYDRANT
WATER VALVE
UTILITY/FENCE DEMOLITION
SIDEWALK/CONCRETE REMOVAL
TREE REMOVAL
BUILDING REMOVAL
TREE & VEGETATION REMOVAL
PAVEMENT/SIDEWALK REMOVAL
APPURTENANCE/POLE REMOVAL
200
200199198201201
200 200EXISTING
2-STORY
4 UNIT
BUILDING
EXISTING
2-STORY
5 UNIT
BUILDING
WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSS x
SS x
SS x
SS x
SS x
SS x
SS x
SS x
SS x
MAIN STREETBOLTON ROAD
PORTION OF
SIDEWALK TO
BE REMOVED
PORTION OF
SIDEWALK TO
BE REMOVED
EXISTING
ASPHALT PVMT.
TO BE REMOVED
EXISTING
ASPHALT PVMT.
TO BE REMOVED
EXISTING
ASPHALT PVMT.
TO BE REMOVED
EXISTING CONC.
TO BE REMOVED
EXISTING CONC.
TO BE REMOVED
CONC. LANDING
TO BE REMOVED
EXISTING
STRUCTURE TO
BE REMOVED
EXISTING
SSMH
EXISTING 12" DIP
WATER MAIN
EXISTING 12" PVC
WATER MAIN
EXISTING 8"
SS MAIN
EXISTING FHA DATE: FEBRUARY 2022FILE NO. 2020-020HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-020 WOMBLE APTS - BUIES CREEK\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C1.0 EXISTING CONDITIONS & DEMOLITION PLAN.DWGPLOTTED: 11/1/2022 1:14 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36WOMBLE APARTMENTS - BUIES CREEK - HARNETTN
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
PROFESSIONAL ENGINEER SEAL
NOT AFFIXED TO SHEET AS
ENGINEER DOES NOT CERTIFY
INFORMATION PROVIDED BY
OTHERS
LEGEND:
Surveyor:
Mauldin-Watkins Surveying, PA
P.O. BOX 444/1301 W. Broad Street
Fuquay-Varina, NC 27526
919.552.9326
Contact: Wayne Mauldin, PLS
GENERAL NOTES:
1.THIS PLAN IS NOT INTENDED FOR PLATTING OR RECORDATION.
2.THE INTENT OF THIS PLAN IS TO ILLUSTRATE THE EXISTING FEATURES, STRUCTURES AND
TOPOGRAPHY OF THE PROPERTY. THE INFORMATION SHOWN ON THIS PLAN WAS
PROVIDED AND DEVELOPED BY OTHERS. CURRY ENGINEERING DOES NOT GUARANTEE
THE ACCURACY OF THE INFORMATION, THUS IT HAS NOT BEEN SEALED. SURVEY
INFORMATION SHOWN WITHIN THE PARENT PROPERTY BOUNDARY REPRESENTS FIELD
SURVEY INFORMATION CONDUCTED IN JULY 2021 BY MAULDIN-WATKINS SURVEYING.
3.NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED.
4.AREAS COMPUTED BY THE COORDINATE METHOD.
5.THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS,
COVENANTS, AND RESTRICTIONS OF RECORD.
6.ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES.
5.THIS SITE IS NOT LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAPS 3720066000J DATED
OCT 3, 2006.
6.VERTICAL DATUM: NAVD88, HORIZONTAL DATUM: NAD83
7.CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, DEPTHS, AND MATERIALS OF ALL
EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITY ON SITE.
UNDERGROUND UTILITIES ARE SHOWN BASED ON MARKINGS PROVIDED BY THE NC ONE
CALL CENTER AND ABOVE GROUND EVIDENCE. EXISTING CONDITIONS SHOULD BE
CONSIDERED APPROXIMATE IN NATURE. WHILE EVERY EFFORT HAS BEEN MADE TO
ENSURE THE ACCURACY OF THE INFORMATION GIVEN, ACTUAL FIELD CONDITIONS MAY
VARY AND SHOULD BE CONFIRMED PRIOR TO CONSTRUCTION.
8.NO TEMPORARY OR PERMANENT ENCROACHMENTS (INCLUDING BUT NOT LIMITED TO
CLEARING, GRADING, FENCING, AND THE INSTALLATION OF RETAINING WALLS OR OTHER
STRUCTURES) ARE PERMITTED WITHIN THE GREENWAY EASEMENT AREA WITHOUT PRIOR
APPROVAL BY THE CITY OF RALEIGH.
DEMOLITION LEGEND
DEMOLITION NOTES:
1.ANY ITEM THAT MAY BE ENCOUNTERED DURING BUILDING DEMOLITION THAT MAY BE
OF INTEREST OR VALUE TO THE OWNER SHALL REMAIN THE OWNER'S PROPERTY.
COORDINATE PROCEDURE FOR REMOVAL AND SALVAGE WITH OWNER.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING PRE-DEMOLITION
PHOTOGRAPHS AND/OR VIDEOTAPE SHOWING EXISTING CONDITIONS OF ADJOINING
CONSTRUCTION AND SITE IMPROVEMENTS PRIOR TO ANY DEMOLITION WORK.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH GOVERNING EPA
REGULATIONS AND HAULING AND DISPOSAL REGULATIONS OF LOCAL JURISDICTION,
INCLUDING OBTAINING ALL REQUIRED PERMITS.
4.CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER IN THE EVENT THAT
UN-ANTICIPATED HAZARDOUS MATERIALS ARE ENCOUNTERED. CONTRACTOR SHALL
COMPLY WITH ALL REQUIREMENTS AND REGULATIONS REGARDING THE HANDLING
AND DISPOSAL OF HAZARDOUS MATERIALS.
5.CONTRACTOR RESPONSIBLE FOR LOCATING, IDENTIFYING, DISCONNECTING, AND
SEALING OR CAPPING UTILITIES SERVING BUILDINGS AND STRUCTURES TO BE
DEMOLISHED.
6.UNLESS OTHERWISE NOTED ON DRAWINGS, DEMOLITION SHALL INCLUDE REMOVAL OF
EXISTING OBJECTS OR IMPROVEMENTS (WITH THE EXCEPTION OF TREES) THAT
WOULD INTERFERE WITH PROGRESS OR COMPLETION OF PROPOSED WORK.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL DURING DEMOLITION.
8.CONTRACTOR SHALL NOTIFY OWNER AT LEAST 48 HOURS PRIOR TO COMMENCEMENT
OF DEMOLITION ACTIVITIES.
9.CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTION TO ENSURE THAT UTILITY
SERVICES OF ADJOINING PROPERTIES ARE NOT DISTURBED DURING SITE DEMOLITION.
10.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL OFFSITE IMPROVEMENTS
DURING DEMOLITION AND COORDINATING RELOCATION OF ANY UTILITY SERVICES
DISRUPTED BY DEMOLITION ACTIVITIES.
11.PAVEMENT REMOVAL INCLUDES THE REMOVAL OF ANY ASSOCIATED BASE COURSE
AND CURBING.
12.CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES BEFORE COMMENCING DEMOLITION
ACTIVITIES.
13.CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER SHOULD ANY DISCREPANCIES
OR CONFLICTS ARISE.
14.REMOVE ALL EXISTING STRUCTURES INCLUDING FOUNDATIONS.
15.REMOVE ALL ITEMS SHOWN ON EXISTING CONDITIONS PLAN AS NEEDED FOR
INSTALLATION OF NEW WORK.
16.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION AND SILT
FENCING HAS BEEN INSTALLED AND APPROVED.
17.CONTRACTOR SHALL CONTACT PUBLIC UTILITIES ADMINISTRATION DIVISION PRIOR TO
ANY DEMOLITION TO INSURE EXISTING WATER AND SANITARY SEWER DISCONNECTS
ARE HANDLED ACCORDING TO TOWN GUIDELINES. SEE COVER FOR CONTACT INFO.
18.SEE SITE/UTILITY PLAN & GRADING/DRAINAGE PLAN FOR PROPOSED MODIFICATIONS
TO UTILITIES & DRAINAGE STRUCTURES.
19.CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER ON REMOVAL/RELOCATION OF
ALL UTILITY POLES, LINES, AND GUY WIRES. SEE COVER SHEET FOR CONTACT INFO.
NOT FOR CONSTRUCTION EXISTING CONDITIONS & DEMOLITION PLANC1.01"=20'
EXISTING
2-STORY
4 UNIT
BUILDING
EXISTING
2-STORY
5 UNIT
BUILDING
RECREATIONAL
OPEN SPACE
0.19 AC.
2-STORY 3
UNIT BUILDING
FFE=201.95
MAIN STREETBOLTON ROAD
IMPROVED
RECREATIONAL
OPEN SPACE
0.01 AC.
20'
18'
9'
10' SIDE YARD & TYPE 'C' BUFFER
10' SIDE YARD & TYPE 'C' BUFFER
25' REAR
YARD
35' FRONT
YARD
15' TYPE 'D'
LANDSCAPE
BUFFER
40'
49'
8'
5' CONC.
SIDEWALK9 PARKS @ 9'
R5'R5'
TIE INTO
EXISTING 30"
CURB & GUTTER
AND EXISTING
SIDEWALK
STOP
SIGN HEAVY-DUTY
ASPHALT
PAVEMENT
WHEELSTOP,TYP.
TIE TO EXISTING
PAVEMENT
EXISTING SW
TO REMAIN
MAILBOX
CBU
REPAIR EXISTING SIDEWALK
PAVERS AT WIDENED DRIVEWAY.
INSTALL TRUNCATED DOMES AT
INTERFACE WITH PAVEMENT
(TYP. BOTH SIDES OF DRIVEWAY)
OPEN SPACE
ADA PARKING SPACE
SITE LIGHTING
CONCRETE WHEEL STOP
SIGN
TRAFFIC FLOW ARROWS
SIDEWALK
CURB & GUTTER
PROPERTY BOUNDARY
FENCE
PARKING STRIPE
CROSS WALK
BUILDING
PERIMETER BUFFER
BUILDING SETBACK LINE
PUBLIC RIGHT OF WAY
HEAVY DUTY ASPHALT PAVEMENT
CONCRETE SIDEWALK DATE: FEBRUARY 2022FILE NO. 2020-020HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-020 WOMBLE APTS - BUIES CREEK\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C2.0 SITE LAYOUT.DWGPLOTTED: 11/1/2022 1:14 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36WOMBLE APARTMENTS - BUIES CREEK - HARNETTPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
GENERAL NOTES:
THE FOLLOWING NOTES ARE APPLICABLE TO SITE SHEETS C2.0 THRU C2.2
1.ALL CONSTRUCTION SHALL BE PER HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
2.ALL DIMENSIONS ARE IN FEET AND TO EOP UNLESS OTHERWISE NOTED.
3.ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE NOTED.
4.CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND
UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN THESE AREAS.
5.PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL BE
DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED AND REPLACED BY A LICENSED
LAND SURVEYOR AT THE COST OF THE CONTRACTOR.
6.CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WORKMEN AND THE
PUBLIC WILL BE PROTECTED FROM INJURY AND ADJOINING PROPERTY PROTECTED FROM
DAMAGE
7.CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
8.CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE
TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, UTILITY POLES, CULVERTS,
DITCHES, CURB AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED
IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY
THE CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS.
9.IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY
THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
SUBMITTED IN WRITING TO THE FACILITY DESIGNER FOR REVIEW. NO DEPARTURES FROM
THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE FACILITY
DESIGNER.
10.ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION
PURPOSES ONLY.
11.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.
12.ENTRY SIGNS SHALL BE LOCATED IN A DEDICATED EASEMENT. SIGN MUST REMAIN OUT OF
SIGHT TRIANGLES AS SHOWN ON PLANS. ENTRY SIGNS WILL REQUIRE A SEPARATE SIGN
PERMIT.
13.ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT. MILL 1.5
FEET @ 1.5 INCHES DEEP MINIMUM TO PROVIDE A LONGITUDINAL LAP JOIN FOR FINAL
SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A PERIOD OF TIME GREATER THAN 48
HOURS BEFORE A STREET IS TO BE PAVED OR RESURFACED.
14.COMMON OPEN SPACE SHALL BE OWNED & MAINTAINED BY HOMEOWNERS' ASSOCIATION.
15.ANY SPECIALITY STREET SIGNS INCLUDING POSTS SHALL BE SUBMITTED TO THE HARNETT
COUNTY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
16.ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED AS PART OF THE FINAL PLAT OF
THE SUBDIVISION. EASEMENTS BASED OF CENTER OF UTILITY OR PIPE SHALL BE PER
AS-BUILT LOCATIONS.
17.AREAS OF PARENT PARCEL THAT ARE NOT SUBDIVIDED TO CREATE SINGLE FAMILY
RESIDENTIAL LOTS ARE TO REMAIN AS ONE PARCEL TO BE OWNED AND MAINTAINED BY THE
HOME OWNERS' ASSOCIATION OF THE NEIGHBORHOOD.
18.ALL OPEN SPACE AREAS INCLUDING WALKING TRAILS WILL BE OPEN TO THE PUBLIC.
COMMUNITY CENTER WILL BE RESTRICTED TO THOSE WHO LIVE IN THE NEIGHBORHOOD.
19.MAINTENANCE FOR COMMUNITY CENTER, OPEN SPACE, & WALKING TRAILS SHALL BE THE
RESPONSIBILITY OF THE HOA.
20.CONTRACTOR SHALL CONTACT HARNETT COUNTY UTILITIES PRIOR TO MAKING CONNECTION
TO ANY COUNTY OWNED INFRASTRUCTURE.
8.THIS DEVELOPMENT IS WITHIN 1 MILE OF A VOLUNTARY AGRICULTURAL DISTRICT.
9.NOTE THAT BUILDINGS WITHIN 10% OF THE REQUIRED SETBACK ARE REQUIRED TO PROVIDE
FOUNDATION SURVEYS.
N
NOT FOR CONSTRUCTION SITE LAYOUTC2.01"=20'LEGEND:
WATER LINE
SANITARY SEWER LINE
W
FIRE HYDRANT ASSEMBLY (FHA)
GATE VALVE (GV)
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER
CLEANOUT
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
BACKFLOW PREVENTER
CATCH BASIN
ELECTRICAL TRANSFORMER
RD ROOF DRAIN LINE
STORM DRAIN LINE
ELECTRICAL LINEEE
GREASE TRAP
GAS METERG
G GAS LINE
SS SS
200
200199198201201
200 200EXISTING
2-STORY
4 UNIT
BUILDING
EXISTING
2-STORY
5 UNIT
BUILDING
WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSS x
SS x
SS x
SS x
SS x
SS x
SS x
SS x
SS x
RECREATIONAL
OPEN SPACE
0.19 AC.
2-STORY 3
UNIT BUILDING
FFE=201.95
MAIN STREETBOLTON ROAD
IMPROVED
RECREATIONAL
OPEN SPACE
0.01 AC.
W
W W
W W W
TIE NEW PVC 4" SS
SERVICE TO EXISTING
8" SS MAIN
4" SEWER SERVICE
(MIN. 1% SLOPE)
3/4" DOMESTIC
SERVICE & METER
3/4" CORP. STOP ON
EXISTING 12" MAIN DATE: FEBRUARY 2022FILE NO. 2020-020HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-020 WOMBLE APTS - BUIES CREEK\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C3.0 UTILITY PLAN.DWGPLOTTED: 11/1/2022 1:15 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36WOMBLE APARTMENTS - BUIES CREEK - HARNETTPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
LEGEND:
N
GENERAL NOTES:
THE FOLLOWING NOTES ARE APPLICABLE TO UTILITY SHEETS C3.0 THRU C3.2
1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL
BE PER HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
2.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL
BE TO THE LATEST EDITION OF THE HARNETT COUNTY DEPT. OF PUBLIC UTILITIES
WATER & SEWER ORDINANCE AND THE UTILITY MASTER PLAN.
3.ALL WATER MAINS SHALL BE PUBLIC UTILITIES.
4.CONTRACTOR SHALL CONTACT HARNETT COUNTY UTILITIES PRIOR TO MAKING
CONNECTION TO ANY COUNTY OWNED INFRASTRUCTURE.
5.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER
EXTENSION PERMIT ISSUED BY NCDENR - PUBLIC WATER SUPPLY.
6.WATER MAINS SHALL BE ASTM D2241 SDR-21 PVC OR THICKNESS CLASS 50 DIP PUSH
ON JOINTS I.A.W. AWWA C151 WHERE NOTED.DUCTILE IRON PIPE WATER MAINS
SHALL BE CLASS 350 DIP I.A.W. AWWA C-151 WITH PUSH ON JOINTS I.A.W. AWWA
C-111. DIP SHALL BE CEMENT-MORTAR LINED AND SEALED WITH BITUMINOUS
MATERIAL I.A.W. AWWA C-104. ALL DIP BURIED PIPE SHALL HAVE AN BITUMINOUS
EXTERIOR COATING I.A.W. AWWA C-151. MINIMUM BURIAL DEPTH FOR WATER MAIN IS
36 INCHES BELOW FINISHED GRADE. ALL FITTINGS SHALL BE MECHANICAL JOINTS
I.A.W. AWWA C-111.
7.ALL WATER SERVICES TO LOTS SHALL BE 3/4" BLUE POLY TUBING W/TRACER WIRE.
MINIMUM BURIAL DEPTH FOR WATER SERVICES IS 24 INCHES.
8.SANITARY SEWER MAINS SHALL BE SDR-35 PVC I.A.W. ASTM D-3034-98 TYPE PSM OR
CLASS 250 DIP PUSH ON JOINTS I.A.W. AWWA C-150 AND C-151 WHEN NOTED. DIP
SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR APPROVED EQUAL.
8. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SCH-40 PVC.
9.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY
MUST BE ADJUSTED TO MEET SEPARATION REQUIREMENTS.
10.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH TRACER WIRE PER HARNETT
REGIONAL WATER STANDARDS.
11.PRIVATE UTILITIES (TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS
PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE
UTILITIES WHEN INSTALLING PUBLIC UTILITIES.
12.ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WITHIN REQUIRED
LANDSCAPED BUFFERS.
13.ALL ELECTRICAL THROUGHOUT THE SUBDIVISION SHALL BE UNDERGROUND.
14.REFER TO C0.0 FOR HARNETT COUNTY PUBLIC UTILITIES REQUIRED NOTES.
15.ALL UTILITIES, INCLUDING FIRE HYDRANTS, INSTALLED OUTSIDE OF THE PROPOSED
ROW MUST BE IN A PUBLIC UTILITY EASEMENT.
NOT FOR CONSTRUCTION UTILITY PLANC3.01"=20'
FLOW DIRECTION
RIP-RAP OUTLET PROTECTION
STORM DRAIN LINE
FLARED END SECTION
4.0%
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
YARD INLET
SPOT ELEVATION
RISER STRUCTURE
CATCH BASIN
400
401
TW / 295.40
BW / 295.32
200
200199198201201
200 200EXISTING
2-STORY
4 UNIT
BUILDING
EXISTING
2-STORY
5 UNIT
BUILDING
WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSS x
SS x
SS x
SS x
SS x
SS x
SS x
SS x
SS x
RECREATIONAL
OPEN SPACE
0.19 AC.
2-STORY 3
UNIT BUILDING
FFE=201.95
MAIN STREETBOLTON ROAD
IMPROVED
RECREATIONAL
OPEN SPACE
0.01 AC.
W
W W
W W W
198199201201
200DATE: FEBRUARY 2022FILE NO. 2020-020HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-020 WOMBLE APTS - BUIES CREEK\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C4.0 GRADING AND DRAINAGE PLAN.DWGPLOTTED: 11/1/2022 1:15 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36WOMBLE APARTMENTS - BUIES CREEK - HARNETTPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
NLEGEND:GENERAL NOTES:
1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW. EXISTING UTILITIES
ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY
LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND
LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
2.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO NCDOT STANDARDS
AND SPECIFICATIONS.
3.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS PLAN. THE
CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING STORM DRAINAGE
TO AVOID CONFLICTS.
4.CUT/FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3H:1V UNLESS OTHERWISE INDICATED. SLOPES
INDICATED TO BE STEEPER THAN 3:1 BUT EQUAL TO OR LESS THAN 2:1 SHALL BE PROVIDED WITH A PERMANENT
TURF REINFORCEMENT MAT (ACF ENVIRONMENTAL ECP-2 10 OZ OR APPROVED EQUAL).
5.NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A LAND DISTURBANCE PERMIT HAS BEEN ISSUED
BY NCDENR.
6.ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH (MIRAFI 140N OR APPROVED EQUAL).
7.WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL MATCH EXISTING
ELEVATION AND CREATE A SMOOTH TRANSITION.
8.INSTALL A COIR LINING IN THE TDD'S IMMEDIATELY AFTER INSTALLATION IN ORDER TO MINIMIZE EROSION AND
PROVIDE A STABLE DITCH LINING. SEED AND MULCH THE DITCH IMMEDIATELY UPON INSTALLATION.
NOT FOR CONSTRUCTION GRADING AND DRAINAGE PLANC4.01"=20'TIE TO EXIST.
PVMT ELEVATIONS
TIE TO EXIST.
PAVEMENT
ELEVATIONS
TIE TO EXIST.
PAVEMENT
ELEVATIONS
201.45 201.45
201.45
201.18
201.08
201.28
201.45 201.18
201.08
200.70
1%
DATE: FEBRUARY 2022FILE NO. 2020-020HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-020 WOMBLE APTS - BUIES CREEK\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C5.0 SITE DETAILS.DWGPLOTTED: 11/1/2022 1:16 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36WOMBLE APARTMENTS - BUIES CREEK - HARNETTPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
SPACER
RUBBER
12"
6"
4"
4"
47 1/4"48 3/16"
62 9/16"
17 7/8"
61 5/8"
17" PEDESTAL
10"
12"
14 3/8"
10"
16 5/8"
1P
6
8
7
5
4
3
2
1
OUTGOING MAIL
11
30 1/4"
12 7/8"
30 1/2"
3 1/4""
14
13
12
15
16
17
18
4"
2P
9
10 19
SCALE:
1
C5.0
CLUSTER MAIL BOX
NTS
NOTES:
1.MULTIPLE UNIT BOXES MAY BE NEEDED
TO SUPPLY NUMBER OF UNITS
2. COLOR: BLACK
30"30"R1-1
NOTE: REFER TO SIGN BASE DETAIL THIS
SHEET FOR ADDITIONAL INFO AND
INSTALLATION DETAILS
SCALE:
2
C5.0
STOP SIGN
NTS
SCALE:
3
C5.0
CONCRETE DROP INLET
NTS SCALE:
4
C5.0
DROP INLET FRAME & GRATE
NTS
NOT FOR CONSTRUCTION SITE DETAILSC5.0N.T.S.
DATE: FEBRUARY 2022FILE NO. 2020-020HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-020 WOMBLE APTS - BUIES CREEK\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C5.1 WATER DETAILS.DWGPLOTTED: 11/1/2022 1:16 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36WOMBLE APARTMENTS - BUIES CREEK - HARNETTPRELIMINARY
DO NOT USE FOR
CONSTRUCTION2" "I-2" ASP. PAV'T.(PAVEMENT PATCH)12" 12"3'-0" MI. COVEREXIST.
PAV'T.
SAW CUT EXIST. PAVEMENT
EXIST. PAV'T.
NEW
PIPE
PIPE O.D. PLUS 18" FOR PIPES UNDER 33" O.D.
PIPE O.D. PLUS 24" FOR PIPES OVER 33" O.D.
10" STONE MEETING N.C.D.O.T. SPECIFICATIONS
FOR A.B.C. STONE, TYPE B OR C, TO BE
COMPACTED TO 100 % MAXIMUM DRY DENSITY
NOTES:
1. PAVEMENT SHALL BE CUT TO TRUE LINE AND
REMOVED BEFORE TRENCH IS CUT.
2. STONE AND PAVEMENT TO BE PLACED WITH LEAST
INTERFERENCE TO TRAFFIC.
3. STABILIZED AGGREGATE TO BE SECURED FROM AN
APPROVED QUARRY.
4. ALL PAVEMENT REPAIRS TO BE IN ACCORDANCE
WITH N.C.D.O.T. SPECIFICATIONS.
COMPACTED BACKFILL
NO SCALE
TYPICAL TRENCH IN BITUMINOUS SURFACE AREAS DETAIL W
10
PIPE BEDDED IN 4" MININUM
JOB EXCAVATED MATERIAL.
BACKFILL LIGHTLY CONSOLIDATED
TO TOP OF PIPE.
PIPE BEDDED IN SAND, GRANULAR
MATERIAL OR GRADED GRAVEL TO
THE DEPTH OF 1/8 PIPE DIAMETER,
4" MIN. JOB EXCAVATED MATERIAL
COMPACTED TO 4" ABOVE TOP OF PIPE.
(APPROX. 95% STANDARD PROCTOR,
AASHTO T-99)
ALL DUCTILE
IRON GRAVITY
SEWER LINE.
ALL PVC WATER
LINE AND PVC
FORCE MAIN.
TYPE 3
TYPE 4
NO SCALE
TYPICAL LAYING CONDITIONS DETAIL W
11
WATERMAIN
STREET
PROPERTYLINEPROPERTYLINER/W
R/W
NO SCALE
TYPICAL DOMESTIC WATER SERVICE INSTALLATION DETAIL
SINGLE 3/4" SERVICES
2" PVC SLEEVE W/ 3/4" CARRIER
12" MIN
1. INSTALL METER AT R/W
2. "TWO (2)-3/4" SERVICE LINES MUST BE INSTALLED
INSIDE A 2" SLEEVE."
5. SEE DETAIL FOR SERVICE MATERIAL AND METER
SETTING
4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE.
3. "TWO (2)-1" SERVICE LINES MUST BE INSTALLED
INSIDE A 3" SLEEVE."
1'
6. SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE
OF DITCHES.
6'
METERS SHOULD BE
INSTALLED 3' OFF
PROPERTY LINE
W
12
7. CONDUIT MUST EXTEND PAST PREPOSED SIDEWALK.
SIDEWALK
NOT FOR CONSTRUCTION WATER DETAILSC5.1N.T.S.2"
1"
FINISHED GRADE
21" TOTALADJUSTMENTVALVE BOX VALVE OPERATOR NUT
NO SCALE
TYPICAL VALVE BOX DETAIL
PROTECTION RING
PRECAST CONCRETE
BACKFILL TO EDGE
W
2
NOTE:
AT PIPE INTERSECTIONS, MULTIPLE
VALVES, RUN WIRE UP AT ONLY
ONE VALVE.
SINGLE 12 AWG SOLID CORE WIRE
GATE VALVE
TRACER WIRE TO BE LAID
UNDERNEATH WATER LINE
VALVE BOX
FINISHED GRADE
IN VALVE BOX
NO. 1
DRILL HOLE
FOR TRACER WIRE
TRACER WIRE
VALVE BOX
P.V.C. PIPELINE
NOTES:
1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAST 6"-8" EXCESS
VALVE BOX
2. PLACE TRACER WIRE IN VALVE BOX AT 1,000" INTERVALS OR AS NOTED ON THE PLANS, TYPICAL.
PLACE EMPTY VALVE BOX AT INTERVALS WHERE
VALVES DO NOT OCCUR & PLACE TRACER WIRE
IN BOX.
NO SCALE
TYPICAL TRACER WIRE INSTALLATION DETAIL
3. DO NOT SPLICE WIRE WHEN BEGINNING A NEW SPOOL. INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A
BRASS SCREW TO THE VALVE BOX.
NOTE:
LOOPED IN BOX
6"-8" EXCESS
PRECAST CONCRETE PROTECTION RING
BACKFILL TO EDGE
W
3
MASONRY BLOCK
P.R.V. Location down stream of the cut-off valve
METER SETTER
CENTERED
IN BOX 18" MIMINUM COVERNO SCALE
TYPICAL 3/4" METER SETTER INSTALLATION DETAIL
METER SETTER WITH
DOUBLE CHECK VALVE
(BACKFLOW PREVENTER)
METER BOX LID, CAST IRON
1' FROM EDGE OF ROW
SERVICE LINE
FROM STREET
1. METER AND PRIVATE SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED
2. INCLUDE STONE IN PRICE OF METER BOX.
3. METER SETTER SIZE AS NOTED ON PLANS.
4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
3/4" X 18"
BRASS NIPPLE
3/4 Inch Gate Valve
Required on
Customer side
Within 12 inches of
the Meter BoxRWPROPERTY
METER TO BE INSTALLED
BRICK SUPPORT
9"
W
14
VALVE BOX
24"x18" RECTANGULAR
17"
18"
24"
3 1/2"
18"
12"
A BA
ELEVATION
ISOMETRIC
PLAN
NO SCALE
TYPICAL METER BOX DETAIL FOR 3/4" SERVICE
CAST IRON
16 3/4"
11"SIGMA
WATER
METER
W
15 HARNETT COUNTY SPECIFICATIONSNOTED
2 WATER DISTRIBUTION SYSTEMHARNETT COUNTY - NORTH CAROLINA2009
3
HCDPU
ABS PLASTIC
W.W.R.S:\Mapping\MAIN SEWER & WATER DETAILS 2009\Details\HC Logos.jpg
DATE: FEBRUARY 2022FILE NO. 2020-020HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-020 WOMBLE APTS - BUIES CREEK\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C5.2 SANITARY SEWER DETAILS.DWGPLOTTED: 11/1/2022 1:16 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36WOMBLE APARTMENTS - BUIES CREEK - HARNETTPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
SANITARY SEWER
(0'-8' DEPTH)
PIPE LAYING CONDITION "A"
PIPE
O.D.
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE
BEDDED PIPE
MINIMUM STONE
EMBEDMENT AS
INDICATED. GREATER IF
REQUIRED BY
MANUFACTURER 12 PIPE
O.D.
24" + O.D. MAX.
12" + O.D. MIN.
D/8≥3"D/4
D/2
D/8≥3"
24" + O.D. MAX.
12" + O.D. MIN.
12 PIPE
O.D.
MINIMUM STONE
EMBEDMENT AS
INDICATED. GREATER IF
REQUIRED BY
MANUFACTURER
BEDDED PIPE
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE
PIPE
O.D.
SANITARY SEWER
(<8'-16' DEPTH)
PIPE LAYING CONDITION "B"
SHAPED STONE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL
SHAPED STONE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL
STYPICAL PIPE LAYING CONDITION DETAIL
16
TYPICAL SEWER SERVICE CONNECTION DETAIL S
4" PVC VERTICAL
4" SWEEP WYE
SERVICE LINE
SANITARY SEWER
MAIN
TEE BRANCH
SLOPE MIN. 1%
PLUG
STOP AT R/W
45°SANITARY TEE
(SAME MATERIAL
AS MAIN)
CLEANOUT PLUG AND CAP
NOTE:
EASEMENT SHALL BE PROVIDED FOR SERVICE CONNECTION WHERE
SERVICE CONNECTION IS PLACED OUTSIDE OF R/W DUE TO PHYSICAL
CONSTRAINTS.CAST IRON VALVE BOX
W/ CHARLOTTE HUB
3'-5'
1' inside
RW
29
IN-LINE WYE
FITTING FOR NEW
CONSTRUCTION OR
ROMAC-CB SADDLE
FOR TAP ON EXISTING
SANITARY SEWER MAIN.
BRASS
(DO NOT GLUE)
SCH 40 PVC VERTICAL
SCH 40 PVC
SCH 40 PVC
NOT FOR CONSTRUCTION SANITARY SEWER DETAILSC5.2N.T.S.
NOTE: THE FOOTCANDLE READINGS BELOW ARE MAINTAINED AND HAVE
BEEN DEPRECIATED FOR LED LUMEN DEPRECIATION AND
LUMINAIRE DIRT DEPRECIATION. FOR INITIAL FOOTCANDLES,
LUMENS - 18459
LIGHT SOURCE: LED'S, 4000K, 70 CRI
MOUNTING HEIGHT: 25 FT
FIXTURE: LED 150W SHOEBOX
ISOFOOTCANDLE CURVES
DIVIDE THE READINGS BELOW BY .85.
-160
-120
-80
-40
40
40-120 -80 -40 0 16080120
0
80
120
ASSY# LFIX-SBX-LED-150-BLK-IV-MULTIV-___-P
POLE ASSY# LPOLE-AB-STL-25FT-BLK-SQ-___-P (BLACK)
BRACKET ASSY# LBKT-SIDE-12IN-BLK-UNV-STL-___-P (BLACK)
PATTERN: TYPE IV B3-U0-G4 (zero light at or above 90 degrees)
25'
LEGEND (OUTER to INNER): 0.10 , 0.25 , 0.50 , 1.00 , 1.25
A @ 25'
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Parking 1.6 fc 3.5 fc 0.4 fc 8.8:1 4.0:1
Schedule
Symbol Label Quantity Description Number Lamps Lumens Per Lamp Light Loss Factor
1 LED 150w Shoebox - Type IV - 4000K 48 385 0.85A
Wattage
166
EXISTING
2-STORY
4 UNIT
BUILDING
EXISTING
2-STORY
5 UNIT
BUILDING
RECREATIONAL
OPEN SPACE
0.19 AC.
2-STORY 3
UNIT BUILDING
FFE=201.95
MAIN STREETBOLTON ROAD
IMPROVED
RECREATIONAL
OPEN SPACE
0.01 AC.
A @ 25'DATE: FEBRUARY 2022FILE NO. 2020-020HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-020 WOMBLE APTS - BUIES CREEK\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C6.0 SITE LIGHTING PLAN.DWGPLOTTED: 11/1/2022 1:17 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36WOMBLE APARTMENTS - BUIES CREEK - HARNETTPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
C6.0 SITE LIGHTING PLAN1"=20'GENERAL NOTES:
1.ALL LIGHT POLES AND FIXTURES SHALL BE BLACK.
2.THE MAXIMUM LIGHT LEVEL PERMITTED WITHIN THE PARCEL SHALL NOT EXCEED FIFTEEN (15) HORIZONTAL FOOT
CANDLES.
3.THE MAXIMUM LIGHT LEVEL PERMITTED ON LOT LINES SHALL NOT EXCEED (0.5) HORIZONTAL FOOT CANDLES.
HOWEVER THE MAXIMUM LIGHTING LEVEL PERMITTED AT THE INTERNAL EDGE OF A BUFFER LINE ADJOINING A
RESIDENTIAL ZONED PROPERTY SHALL BE 0.5 HORIZONTAL FOOT CANDLES.
4.LIGHTING WITHIN OR ALONG NCDOT RIGHT OF WAY IS SUBJECT TO APPROVAL BY NCDOT.
LIGHTING DESIGN TOLERANCE
The calculated footcandle light levels in this lighting design
are predicted values and are based on specific information
that has been supplied to Duke Energy. Any inaccuracies
in the supplied information, differences in luminaire installation,
lighted area geometry including elevation differences, reflective
properties of surrounding surfaces, obstructions (foliage or
otherwise) in the lighted area, or lighting from sources other
than listed in this design may produce different results from
the predicted values. Normal tolerances of voltage, lamp
output, and ballast and luminaire manufacture will also affect
results.
PROPRIETARY & CONFIDENTIAL
This document together with the concepts and designs presented herein,
presented as an instrument of service, is the sole property of Duke
Energy, and is intended only for the specific purpose and prospective
client as stated in the title block of this drawing. Any use, copying,
reproduction or disclosure of the drawing, design or any information
contained herein by the prospective customer or other entities, including
without limitation, architects, engineers, or equipment manufacturers is
hereby expressly prohibited and shall not be permitted absent prior
written consent from, and payment of compensation to Duke Energy.
Duke Energy disclaims any liability or responsibility for any
unauthorized use of or reliance on this document.
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
200
200199198201201
200 200EXISTING
2-STORY
4 UNIT
BUILDING
EXISTING
2-STORY
5 UNIT
BUILDING
WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSS x
SS x
SS x
SS x
SS x
SS x
SS x
SS x
SS x
TP
CONSTRUCTION ENTRANCE/EXIT
SILT FENCE OUTLET
TEMP. SEED/MULCH/PERM. SEED
SILT FENCE
TREE PROTECTION FENCE
OUTLET PROTECTION
DIVERSION DITCH
ROCK CHECK DAM
INLET PROTECTION
SILT SACK
STOCKPILE
DISTURBANCE LIMITS
COIR WATTLE
CONCRETE WASH AREA
CW CLEAN-WATER DIVERSION DITCH
TS M
PS
TDD
RECP ROLLED EROSION CONTROL
PRODUCT DATE: FEBRUARY 2022FILE NO. 2020-020HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-020 WOMBLE APTS - BUIES CREEK\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC1.0 EROSION CONTROL PLAN - INITIAL PHASE.DWGPLOTTED: 11/1/2022 1:17 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36WOMBLE APARTMENTS - BUIES CREEK - HARNETTPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
N
7 daysPerimeter dikes, swales, ditches and slopes
SITE AREA DESCRIPTION STABILIZATION
NPDES STABILIZATION TABLE
TIMEFRAME EXCEPTIONS
7 days
14 days
NoneHigh Quality Water (HQW) Zones
Slopes steeper than 3:1 If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter 7 days for slopes greater than 50' in length
7 days
All other areas with slopes fatter than 4:1 14 days None, except for perimeters and HQW Zones
None
DISTURBANCE LIMITS
1.THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF
DISTURBANCE SHOWN ON THIS PLAN ARE GRAPHICAL
REPRESENTATION OF THE ACTUAL EROSION CONTROL MEASURES
THAT SHALL BE INSTALLED UNDER THIS PROJECT. DUE TO SCALE OF
THIS DRAWING, THESE MEASURES ARE GRAPHICALLY DEPICTED AND
MAY BE BEYOND WHERE THEY ACTUALLY WILL BE INSTALLED IN THE
FILED. HOWEVER, UNDER NO CIRCUMSTANCES IS THERE TO BE
DISTURBANCE WITHIN THE WETLAND AND/OR STREAM BUFFER AREAS.
2.TOTAL DISTURBED AREA = 0.41 AC
3.REFER TO DETAIL SHEET EC3.0 FOR CONSTRUCTION SEQUENCE,
EROSION CONTROL NARRATIVE, MAINTENANCE NOTES, STABILIZATION
INSTRUCTIONS & EROSION CONTROL DETAILS.
4.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT
NCDENR STANDARDS AND REGULATIONS.
5.SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
6.THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON
THIS PLAN WITHOUT AN APPROVED PLAN AMENDMENT BY NCDENR.
7.ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE.
8.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF-INSPECTION
LOG.
9.CONTRACTOR SHALL CLEAN OUT ALL DOWNSTREAM STORM DRAINAGE
SYSTEM AFTER PHASE CONSTRUCTION IS STABILIZED.
NOTES:
NOT FOR CONSTRUCTION EROSION CONTROL PLAN - INITIAL PHASEEC1.01"=20'LEGEND:
PROPERTY BOUNDARY
SILT FENCE
SILT FENCE
SILT FENCE
OUTLET
CONSTRUCTION
ENTRANCE
200
200199198201201
200 200EXISTING
2-STORY
4 UNIT
BUILDING
EXISTING
2-STORY
5 UNIT
BUILDING
WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSS x
SS x
SS x
SS x
SS x
SS x
SS x
SS x
SS x
RECREATIONAL
OPEN SPACE
0.19 AC.
2-STORY 3
UNIT BUILDING
FFE=201.95
MAIN STREETBOLTON ROAD
IMPROVED
RECREATIONAL
OPEN SPACE
0.01 AC.
W
W W
W W W
198199201201
200TP
CONSTRUCTION ENTRANCE/EXIT
SILT FENCE OUTLET
TEMP. SEED/MULCH/PERM. SEED
SILT FENCE
TREE PROTECTION FENCE
OUTLET PROTECTION
DIVERSION DITCH
ROCK CHECK DAM
INLET PROTECTION
SILT SACK
STOCKPILE
DISTURBANCE LIMITS
COIR WATTLE
CONCRETE WASH AREA
CW CLEAN-WATER DIVERSION DITCH
TS M
PS
TDD
RECP ROLLED EROSION CONTROL
PRODUCT DATE: FEBRUARY 2022FILE NO. 2020-020HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-020 WOMBLE APTS - BUIES CREEK\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC2.0 EROSION CONTROL PLAN - CONSTRUCTION PHASE.DWGPLOTTED: 11/1/2022 1:17 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36WOMBLE APARTMENTS - BUIES CREEK - HARNETTPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
N
7 daysPerimeter dikes, swales, ditches and slopes
SITE AREA DESCRIPTION STABILIZATION
NPDES STABILIZATION TABLE
TIMEFRAME EXCEPTIONS
7 days
14 days
NoneHigh Quality Water (HQW) Zones
Slopes steeper than 3:1 If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter 7 days for slopes greater than 50' in length
7 days
All other areas with slopes fatter than 4:1 14 days None, except for perimeters and HQW Zones
None
1.THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF
DISTURBANCE SHOWN ON THIS PLAN ARE GRAPHICAL
REPRESENTATION OF THE ACTUAL EROSION CONTROL MEASURES
THAT SHALL BE INSTALLED UNDER THIS PROJECT. DUE TO SCALE OF
THIS DRAWING, THESE MEASURES ARE GRAPHICALLY DEPICTED AND
MAY BE BEYOND WHERE THEY ACTUALLY WILL BE INSTALLED IN THE
FILED. HOWEVER, UNDER NO CIRCUMSTANCES IS THERE TO BE
DISTURBANCE WITHIN THE WETLAND AND/OR STREAM BUFFER AREAS.
2.TOTAL DISTURBED AREA = 0.41 AC
3.REFER TO DETAIL SHEET EC3.0 FOR CONSTRUCTION SEQUENCE,
EROSION CONTROL NARRATIVE, MAINTENANCE NOTES, STABILIZATION
INSTRUCTIONS & EROSION CONTROL DETAILS.
4.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT
NCDENR STANDARDS AND REGULATIONS.
5.SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
6.THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON
THIS PLAN WITHOUT AN APPROVED PLAN AMENDMENT BY NCDENR.
7.ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE.
8.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF-INSPECTION
LOG.
9.CONTRACTOR SHALL CLEAN OUT ALL DOWNSTREAM STORM DRAINAGE
SYSTEM AFTER PHASE CONSTRUCTION IS STABILIZED.
NOTES:
NOT FOR CONSTRUCTION EROSION CONTROL PLAN - CONSTRUCTION PHASEEC2.01"=20'LEGEND:
PROPERTY BOUNDARY
DISTURBANCE LIMITS
SILT FENCE
SILT FENCE
SILT FENCE
OUTLET
CONSTRUCTION
ENTRANCE
DATE: FEBRUARY 2022FILE NO. 2020-020HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-020 WOMBLE APTS - BUIES CREEK\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC3.0 EROSION CONTROL DETAILS I.DWGPLOTTED: 11/1/2022 1:18 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36WOMBLE APARTMENTS - BUIES CREEK - HARNETTPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
MAINTENANCE/INSPECTION PROCEDURES
THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS.
·ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR SOMEONE APPOINTED BY THE SUPERINTENDENT,
DAILY AND WITHIN 24 HOURS OF EVERY RAINFALL EVENT.
·SILT FENCE & FABRIC INLET PROTECTION: INSPECT FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE
FIRMLY IN THE GROUND. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE.
·SILT FENCE OUTLET: INSPECT THE SILT FENCE OUTLETS PER THE SCHEDULE OUTLINED ABOVE. CHECK FOR TEARS IN THE FABRIC AND ADDRESS REPAIRS PER THE "SILT FENCE & FABRIC INLET
PROTECTION" NOTES ABOVE. REMOVE ACCUMULATED SEDIMENT PER THIS REQUIREMENT AS WELL. INSPECT THE STONE PORTION OF THIS MEASURE AND REPLACE ANY DISPLACED STONE. NOTE ANY
LEANING STAKES AND RE-INSTALL THEM VERTICAL AND SECURELY.
·HORSESHOE INLET PROTECTION: INSPECT ROCK PIPE INLET PROTECTION PER THE SCHEDULE ABOVE. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE
CONTAMINATED PART OF THE GRAVEL FACING. CHECK THE STRUCTURE FOR DAMAGE. ANY RIP RAP DISPLACED FROM THE STONE HORSESHOW MUST BE REPLACED IMMEDIATELY.
·ROCK CHECK DAMS: INSPECT DAMS PER THE SCHEDULE ABOVE. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE
SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS
BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS INSTALLING A PROTECTIVE RIP-RAP LINE IN THAT PORTION OF THE CHANNEL. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS
AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE
DAM. ADD STONE TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
·DIVERSION DIKES/SWALES: INSPECT AND ANY BREACHES PROMPTLY REPAIRED. SEDIMENT SHALL BE REMOVED FROM THE FLOW AREA IMMEDIATELY AFTER EACH RAINFALL
·TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE
PERIODIC TOP-DRESSING WITH 2-3" STONE. AFTER A RAINFALL, IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO ROADWAYS.
·SEDIMENT BASIN: INSPECT AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS
ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. 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
RISER AND POOL AREA. REPAIR BAFFLES AND SKIMMERS AS NEEDED.
·INLET PROTECTION: INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (½ 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.
·SEEDING, FERTILIZING, AND MULCHING: INSPECT SEEDED AREAS FOR FAILURE AND NECESSARY REPAIRS AND RE-SEEDING SHALL BE MADE WITHIN THE SAME SEASON. TEMPORARY AND PERMANENT
SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
·MAINTAIN THE ON-SITE RAIN GAUGE & DATA AND STORMWATER INSPECTION LOG SHEETS. THIS PERMIT INFORMATION MUST BE COLLECTED AND MAINTAINED UNTIL HARNETT COUNTY HAS CLOSED THE
PROJECT & SURETY HAS BEEN RELEASED.
·THE CONTACT PERSON IS REQUIRED TO MAINTAIN A LOG OF SELF-INSPECTIONS PER REQUIREMENTS AS OUTLINED IN
NCG01000 PERMIT. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE
OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY APPROVING SEDIMENT AND EROSION PLANS, OR
STORMWATER MANAGEMENT PLANS. THIS PERMIT INFORMATION MUST BE COLLECTED AND MAINTAINED UNTIL HARNETT COUNTY HAS CLOSED THE PROJECT.
·THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND
MAINTENANCE REPORT.
·PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. SUPERINTENDENT: THEY WILL BE TRAINED IN ALL THE INSPECTION AND
MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER.
·GROUND STABILIZATION: SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE
FOLLOWING SCHEDULE:
A.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
B.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER
AS SOON AS POSSIBLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY
DUST CONTROL
VEGETATIVE COVER
FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC, VEGETATION
PROVIDES THE MOST PRACTICAL METHOD OF DUST CONTROL.
MULCH
WHEN PROPERLY APPLIED, MULCH OFFERS A FAST, EFFECTIVE MEANS
OF CONTROLLING DUST.
MAINTENANCE
MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER
PERIODS UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED.
1.THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION AND
SEDIMENT CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT
CONDITIONS AND STATE WATER QUALITY STANDARDS.
2.TOTAL DISTURBANCE LIMITS = 0.41 ACRES.
3.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN IN THE PLAN IS A VIOLATION OF THE NORTH CAROLINA SEDIMENTATION CONTROL LAW & IS SUBJECT TO A FINE.
4.GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE THE NORTH CAROLINA SEDIMENTATION CONTROL LAW AND IS
SUBJECT TO A FINE.
5.ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH ALL NCDENR STANDARDS AND SPECIFICATIONS.
8.CONSTRUCTION ENTRANCES SHALL BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT. A MINIMUM OF ONE CONSTRUCTION ENTRANCE SHALL BE
INSTALLED AND UTILIZED. THIS ENTRANCE SHALL BE BETWEEN THE LIMITS OF DISTURBANCE AND ANY ROAD RIGHT OF WAY.
9.ADJACENT PROPERTIES AND RIGHT-OF-WAY SHALL BE KEPT FREE OF MUD AND/OR SEDIMENT-LADEN RUNOFF.
10.THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE RECOMMENDED AS A MINIMUM IN ORDER TO CONTROL RUN-OFF. IT IS POSSIBLE THAT MORE STRINGENT
MEASURES MAY BE NEEDED AS DETERMINED BY THE CONTRACTOR, PROJECT ENGINEER, AND/OR EROSION CONTROL INSPECTOR. IF IT IS DETERMINED THAT
ADDITIONAL RUN-OFF CONTROL IS NEEDED, SUCH MEASURES SHALL BE INSTALLED IMMEDIATELY.
11.SHOULD MAINTENANCE ISSUES ARISE, PLEASE CONTACT GEORGE WOMBLE AT 910-890-2203.
12.CONTRACTOR SHALL LOCATE AND VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK.
EROSION CONTROL NOTES
STRUCTURAL PRACTICES
1.SILT FENCE (SEDIMENT FENCE): SILT FENCE CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION. SILT FENCES SHALL BE PROVIDED WHERE
SHOWN AND AS NEEDED ON THE SITE PLAN. THESE BARRIERS SHALL BE USED TO CONTAIN SEDIMENT.
2.SILT FENCE OUTLET: GRAVEL SILT FENCE OUTLETS SHALL BE PROVIDED WHERE SHOWN AND AS NEEDED ON THE SITE PLAN. THESE OUTLETS SHALL BE LOCATED AT ALL
LOW POINTS IN A RUN OF SILT FENCE AND USED TO DISCHARGE "CLEAN WATER" OFF-SITE.
3.DIVERSION DITCHES: USE DIVERSION DITCHES TO CONVEY SEDIMENT LADEN RUNOFF TO EROSION CONTROL BMPS AS SHOWN ON THE PLANS.
4.CONSTRUCTION ENTRANCE: CONSTRUCTION TRAFFIC SHALL BE LIMITED TO STABILIZED AREAS. AT A MINIMUM, A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL
BE PROVIDED AS SHOWN ON THIS DRAWING. VEHICLE WHEELS SHALL BE CLEAN WHEN LEAVING THE SITE TO PREVENT THE TRACKING OF MUD ON PAVED ROADS.
5.ROCK CHECK DAMS: ROCK CHECK DAMS CAN BE USED TO REDUCE EROSION IN A DRAINAGE CHANNEL TO LIMIT EROSION BY REDUCING VELOCITY IN OPEN CHANNELS.
6.SEDIMENT BASINS: SEDIMENT BASINS WITH SKIMMERS AND POROUS BAFFLES ARE USED TO RETAIN SEDIMENT ON THE CONSTRUCTION SITE, AND PREVENT
SEDIMENTATION IN OFF-SITE STREAMS, LAKES, AND DRAINAGE WAYS
7.INLET PROTECTION: HARDWIRE CLOTH AND GRAVEL INLET PROTECTION DEVICES CAN BE USED PREVENT SEDIMENT FROM ENTERING YARD INLETS, GRATED STORM
DRAINS OR DROP INLETS DURING CONSTRUCTION. THIS PRACTICE ALLOWS EARLY USE OF THE STORM DRAIN SYSTEM
SEDIMENT & EROSION CONTROLS
IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND SEDIMENT CONTROLS AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. IT IS ALSO THE
CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE CONTROLS ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT POLLUTED WATER FROM
LEAVING THE PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION CONTROLS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN AND ADD ADDITIONAL CONTROL
MEASURES, AS REQUIRED, TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND SEDIMENT CONTROL REQUIREMENTS. ALL VEGETATIVE AND STRUCTURAL
EROSION AND SEDIMENT CONTROL PRACTICES BE TO THE STANDARDS OF THE NC DEPT. OF ENVIRONMENTAL MANAGEMENT - LAND QUALITY SECTION, AND ARTICLE 10 OF THE
HARNETT COUNTY UNIFIED DEVELOPMENT CODE, LATEST EDITION.
VEGETATIVE PRACTICES
1.TEMPORARY SEEDING: DISTURBED AREAS THAT ARE NOT ANTICIPATED TO BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 7 OR 14 CALENDAR DAYS MUST
RECEIVE TEMPORARY SEEDING (SEE NPDES TABLE). A QUICK GROWING GRASS SPECIES, WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS
PLANTED AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING, SHOULD BE USED. TEMPORARY SEEDING SHALL BE PER HARNETT COUNTY REQUIREMENTS.
2.TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE METHODS IF
REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.
3.TEMPORARY REGRASSING: IF, AFTER 14 DAYS FROM SEEDING, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 PERCENT GOOD GRASS COVER,
THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATIVE COVER. RESEED AND MULCH BARE SPOTS LARGER
THAN 9 SQUARE FEET.
4.PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. PERMANENT SEEDING SHALL BE PER HARNETT
COUNTY REQUIREMENTS. IF GROWTH IS NOT ESTABLISHED BY FINAL PROJECT INSPECTION, CONTINUE SPECIFIED ATTENTION UNTIL THE STAND OF GRASS IS ACCEPTABLE.
NOTE THAT PERMANENT GROUNDCOVER MUST BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS, WHICHEVER IS
SHORTER.
MANAGEMENT STRATEGIES
1.STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ANY
ADJACENT WATER BODY OR STORM WATER COLLECTION FACILITY. PER NCDWQ CONSTRUCTION GENERAL PERMIT REVISED AUGUST 4, 2011 ALL EARTHEN MATERIAL
STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO OTHER REASONABLE ALTERNATIVE IS AVAILABLE.
2.RIP-RAP OUTLET PROTECTION: ALL RIP-RAP SHALL BE INSTALLED WITH FILTER FABRIC BENEATH.
3.SOIL DISPOSAL: DISPOSE OF ALL STOCKPILED MATERIAL TO AN APPROVED PERMITTED HARNETT COUNTY DISPOSAL SITE.
4.DEWATERING: ALL TRENCH/PIT DEWATERING MUST DISCHARGE TO AN APPROVED S&EC MEASURE OR SILT SACK PRIOR TO LEAVING THE SITE.
5.PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE OFFSITE FACILITIES.
EROSION & SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO CLEAR & PERFORM SITE GRADING OPERATIONS FOR A 3-UNIT TOWNHOME COMMUNITY. THE PROPERTY IS PRIVATELY OWNED. SEE
OWNER INFORMATION ON EXISTING CONDITIONS PLAN. THE SITE IS CURRENTLY UNDEVELOPED.
APPROXIMATELY 0.41 ACRES WILL BE DISTURBED DURING CONSTRUCTION. THE MAXIMUM FILL WILL BE APPROX. 1.5 FEET AND THE MAXIMUM CUT WILL BE APPROX. 1.5 FEET.
THIS PROJECT WILL INVOLVE REMOVAL OF TOPSOIL TO CREATE RESIDENTIAL ROADWAY, INFRASTRUCTURE, & STORMWATER CONVEYANCE.
THE PROJECT IS SCHEDULED TO BEGIN CONSTRUCTION IN FALL 2022 WITH PROJECT COMPLETION AND FINAL STABILIZATION BY WINTER 2023. THE EROSION AND SEDIMENT
CONTROL PROGRAM FOR THIS PROJECT WILL INCLUDE THE INSTALLATION OF A SUITABLE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCING, AND SILT FENCE OUTLETS.
ADJACENT PROPERTY
ADJACENT PROPERTY OWNERS ARE NOTED ON THE EXISTING CONDITIONS PLAN.
NATIVE SOILS
THE SOILS AT THIS SITE ARE PREDOMINATELY LOAMY SANDS, NORFOLK URBAN LAND. SOILS ARE MOSTLY WELL DRAINED WITH Ksat RANGES FROM MODERATELY HIGH TO
HIGH. SLOPES ARE LARGELY BETWEEN 0% TO 6%.
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 CONTACT THE RALEIGH REGIONAL OFFICE AT (919) 791-4200.
NOTIFICATION OF COMBINED SELF-MONITORING AND SELF-INSPECTION FORM:
NOT FOR CONSTRUCTION EROSION CONTROL DETAILS IEC3.0N.T.S.
DATE: FEBRUARY 2022FILE NO. 2020-020HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-020 WOMBLE APTS - BUIES CREEK\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC4.0 EROSION CONTROL DETAILS II.DWGPLOTTED: 11/1/2022 1:18 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36WOMBLE APARTMENTS - BUIES CREEK - HARNETTPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
STONE FILTER INLET PROTECTION
PLYWOOD INLET PROTECTION
GENERAL NOTE:
1.ALL PARTIALLY COMPLETED STORM DRAINS SHALL BE PROTECTED AT THE END OF EACH DAY IN ACCORDANCE WITH THESE DETAILS.
2.THIS IS NOT AN APPROVED NC METHOD OF INLET PROTECTION AND WILL ONLY BE USED TO PROTECT THE CONTRACTORS WORK
OVERNIGHT. LONGER PERIODS OF PROTECTION WILL REQUIRE THE STONE INLET PROTECTION DETAIL PER THE NCDENR ESCPDM.
BURY BOTTOM
OF PLYWOOD
UPSTREAM END OF
STORM DRAIN OVERFLOW
1/3 PIPE DIAMETER
34" EXTERIOR PLYWOOD
STEEL FENCE
POST (TYP.)
UPSTREAM END OF STORM DRAIN
OVERFLOW
1/3 PIPE DIAMETER
HARDWARE CLOTH
WASHED STONE FILTER
ACROSS PIPE INLET
SCALE:
1
EC4.0
PIPE INLET PROTECTOIN
NTS
SEEDBED PREPARATION:
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 MIXTURE).
5.CONTINUE TILLAGE UNTIL 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.
MIXTURE
AGRICULTURAL 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 300 GALS/ACRE
SEEDING SCHEDULE
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1):
DATE TYPE PLANTING RATE
AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE
NOV 1 - MAR 1 TALL FESCUE & ABRUZZI RYE 300 LBS/ACRE
MAR 1 - APR 15 TALL FESCUE 300 LBS/ACRE
APR 15-JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
JUL 1- AUG 15 TALL FESCUE AND BROWNTOP 125 LBS/ACRE (TALL FESCUE); 35 LBS/ACRE
MILLET OR SORGHUM-SUDAN (BROWNTOP MILLET); 30 LBS/ACRE
HYBRIDS*** (SORGHUM-SUDAN HYBRIDS)
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1):
DATE TYPE PLANTING RATE
MAR 1 - JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE (SERICEA LESPEDEZA);
AND USE THE FOLLOWING
COMBINATIONS:
MAR 1 - APR 15 ADD TALL FESCUE 120 LBS/ACRE
MAR 1 - JUN 30 OR ADD WEEPING LOVE GRASS 10 LBS/ACRE
MAR 1 - JUN 30 OR ADD HULLED COMMON 25 LBS/ACRE
BERMUDAGRASS
JUN 1 - SEPT 1 TALL FESCUE AND BROWNTOP 120 LBS/ACRE (TALL FESCUE);
MULLET OR SORGHUM-SUDAN 35 LBS/ACRE (BROWNTOP MULLET);
HYBRIDS*** 30 LBS/ACRE (SORGHUM-SUDAN
HYBRIDS)
SEPT 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED - 70 LBS/ACRE (SERICEA LESPEDEZA);
UNSCARIFIED) AND TALL FESCUE 120 LBS/ACRE (TALL FESCUE)
NOV 1 - MAR 1 AND ABRUZZI RYE 25 LBS/ACRE
CONSULT S&EC ENVIRONMENTAL ENGINEERS 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.
SCALE:
2
EC4.0
SEEDING SCHEDULE
NTS
NOT FOR CONSTRUCTION EROSION CONTROL DETAILS IIEC4.0N.T.S.SCALE:
3
EC4.0
STANDARD TEMPORARY SILT FENCE
NTS
FLOW
TRENCH WITH NATIVE BACKFILL
24" MIN.
48" HIGH MAXSTEEL POST
TRENCH WITH GRAVEL
FLOW
PONDING HT.
RUNOFF
GRAVEL
(RECOMMENDED)
FILTER FABRIC
TO UPSTREAM SIDE OF POST.
ATTACH SECURELY
4"x8" TRENCH
WITH COMPACTED BACKFILL
RUNOFF
24" MIN.
9" MAX.
STORAGE HT.
8 FT MAX SPACING WITH
6 FT MAX SPACING WITHOUT
WIRE SUPPORT FENCE
WIRE SUPPORT FENCE
PONDING HT.
FLOW
8"
STEEL POST
CONSTRUCTION SPECIFICATIONS
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT
OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE
REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART IN
TABLE 6.62B. SYNTHETIC FILTER FABRIC SHOULD CONTAIN
ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A
MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION
LIFE AT A TEMPERATURE RANGE OF 0 TO 120º F.
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33
LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FEET. MAKE
SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE
FASTENING THE FABRIC.
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER
FABRIC, USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND A
MAXIMUM MESH SPACING OF 6 INCHES.
MAINTENANCE
INSPECT SEDIMENT FENCES DAILY AND AFTER EACH RAINFALL
EVENT. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD
THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,
DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL
FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
24" MAX.
NOTE: DO NOT ATTACH FABRIC
TO EXISTING TREES.
ALTERNATE DETAILSTANDARD DETAIL
FILTER FABRIC EXTRA STRENGTH NEEDED
WITHOUT WIRE MESH SUPPORT
DETAIL REFERENCE 6.62 NC ESCPDM
3' FILTER FABRIC
ON GROUND
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
SILT FENCE
FRONT VIEW
SECTION 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.
NOTES:
1.REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2.REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
SCALE:
4
EC4.0
STANDARD SILT FENCE OUTLET
NTS
BURY WIRE FENCE
AND HARDWARE
CLOTH
SCALE:
5
EC4.0
STANDARD CONSTRUCTION ENTRANCE
NTS
50' MIN.EXISTING PAVED ROADWAYA
AGGREGATE
2"-3" COURSE
MIN. 6" THICK
DIVERSION RIDGE
A20' RROADWAY
EXISTING PAVED
DIVERSION RIDGE
GEOTEXTILE FABRIC
CONSTRUCTION SPECIFICATIONS
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION,
ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY
GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS
SHOWN ON THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP
OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY
OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR
HIGH WATER TABLE.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER
EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT DAILY AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
SECTION A-A
PLAN VIEW
DETAIL REFERENCE 6.06 NC ESCPDM
20'
200
200199198201201
200 200EXISTING
2-STORY
4 UNIT
BUILDING
EXISTING
2-STORY
5 UNIT
BUILDING
WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSS x
SS x
SS x
SS x
SS x
SS x
SS x
SS x
SS x
2-STORY 3
UNIT BUILDING
FFE=201.95
MAIN STREETBOLTON ROAD
W
W W
W W W
198199201201
20010' SIDE YARD & TYPE 'C' BUFFER
10' SIDE YARD & TYPE 'C' BUFFER
25' REAR
YARD
15' TYPE 'D'
LANDSCAPE
BUFFER
PRESERVING EXISTING VEGETATION AND
SUPPLEMENTING WHERE NECESSARY TO MEET
HARNETT COUNTY BUFFER REQUIREMENTS.
ICB-30
ARF-1
ARF-4 ICC-25
EXISTING
LARGE TREES
EXISTING
LARGE TREES
EXISTING
LARGE TREES
EXISTING
LARGE TREE
RED MAPLE (ARF)
CARRISA HOLLY (ICC)
DWARF BURFORD HOLLY (ICB)DATE: FEBRUARY 2022FILE NO. 2020-020HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-020 WOMBLE APTS - BUIES CREEK\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\L1.0 LANDSCAPE PLAN.DWGPLOTTED: 11/1/2022 1:18 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36WOMBLE APARTMENTS - BUIES CREEK - HARNETTPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
N
NOT FOR CONSTRUCTION LANDSCAPE PLANL1.01"=20'LEGEND:
1.ALL TREES SHALL BE MIN. 10' TALL AND 2.5" CALIPER AT TIME OF PLANTING.
2.LANDSCAPING SHALL COMPLY WITH THE TOWN OF LILLINGTON LANDSCAPING
ORDINANCE AS SPECIFIED IN CHAPTER 4.
3.ALL DENUDED AREAS NOT SHOWN TO HAVE MULCH GROUND COVER SHALL BE
SEEDED WITH PERMANENT SEEDING IN ACCORDANCE WITH TOWN OF LILLINGTON
STANDARDS AND SPECIFICATIONS.
4.PLANT TREES WITH A MINIMUM CALIPER OF TWO & ONE HALF INCHES MEASURED
SIX INCHES ABOVE THE GROUND AND A ROOT BALL NO SMALLER THAN TWO FEET
IN DIAMETER AND 16 INCHES IN DEPTH.
5.THE BEST TIMES FOR PLANTING ARE EARLY SPRING AND EARLY FALL. TREES
PLANTED IN THE SUMMER RUN THE RISK OF DEHYDRATION.
6.PLANT ALL TREES AT LEAST THREE-AND-A-HALF FEET FROM THE END OF HEAD-IN
PARKING SPACES IN ORDER TO PREVENT DAMAGE FROM CAR OVERHANGS.
7.DIG THE TREE PIT AT LEAST TWO FOOT WIDER THAN THE ROOT BALL AND AT
LEAST SIX INCHES DEEPER THAN THE BALL VERTICAL DIMENSION.
8.ESPECIALLY IN AREAS WHERE CONSTRUCTION ACTIVITY HAS COMPACTED THE
SOIL, THE BOTTOM OF THE PIT SHOULD BE SCARIFIED OR LOOSENED WITH A PICK
AX OR SHOVEL.
9.AFTER THE PIT IS DUG, OBSERVE SUB-SURFACE DRAINAGE CONDITIONS. WHERE
POOR DRAINAGE EXISTS, THE TREE PIT SHOULD BE DUG AT LEAST AN ADDITIONAL
TWELVE INCHES WIDER AND THE SOIL AMENDED TO ALLOW PROPER ROOT
GROWTH.
10.BACKFILL SHOULD INCLUDE A PROPER MIX OF SOIL AND FERTILIZER. ALL ROOTS
MUST BE COMPLETELY COVERED. BACKFILL SHOULD BE THOROUGHLY WATERED
AS IT IS PLACED AROUND THE ROOTS.
11.IMMEDIATELY AFTER IT IS PLANTED, THE TREE SHOULD BE SUPPORTED WITH
STAKES AND STRAPS TO FIRMLY HOLD IT IN PLACE AS ITS ROOT SYSTEM BEGINS
TO DEVELOP. REMOVE STAKES AND TIES AFTER ONE YEAR.
12.SPREAD AT LEAST THREE INCHES OF MULCH OVER THE ENTIRE EXCAVATION IN
ORDER TO RETAIN MOISTURE AND KEEP DOWN DUST
13.AN ADDITIONAL THREE-INCH SAUCER AND MULCH SHOULD BE PROVIDED TO FORM
A BASIN AROUND THE TRUNK OF THE TREE. THIS SAUCER HELPS CATCH AND
RETAIN MOISTURE.
14.CONSCIENTIOUS POST-PLANTING CARE, ESPECIALLY WATERING, PRUNING AND
FERTILIZING, IS A MUST FOR STREET AND PARKING LOT TREES. PRUNE OFF
BROKEN OR DAMAGED BRANCHES.
15.ALL DISTURBED AREAS NOT IDENTIFIED FOR PLANTINGS AND MULCH SHALL BE
SEEDED. SEE DETAIL SHEETS FOR REQUIREMENTS.
16.ALL PLANTER BEDS SHALL BE MULCHED.
LANDSCAPING NOTES:
KEY
ARF
QTY
5
BOTANICAL NAME COMMON NAME CONTAINER SIZE HEIGHT
B&B 2.5" CAL 10'
PLANTING SCHEDULE:
Acer rubrum "Franksred"Red Maple
ICC 25 GAL.3 GAL.18"Ilex cornuta 'Carrisa'Carrisa Holly
TREES
SHRUBS
ICB 30 GAL.3 GAL.24"Ilex cornuta 'Burfordii Nana'Drawf Burford Holly
DATE: FEBRUARY 2022FILE NO. 2020-020HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-020 WOMBLE APTS - BUIES CREEK\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\L2.0 LANDSCAPE DETAILS.DWGPLOTTED: 11/1/2022 1:18 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36WOMBLE APARTMENTS - BUIES CREEK - HARNETTPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
SCALE:
1
L2.0
TREE STAKING & PLANTING DETAIL
NTS
VARIES
COVER SAND RING WITH 4" OF
MULCH. DO NOT PILE MULCH
AGAINST TRUNK OF TREE
WRAP TREE TRUNKS ONLY UPON THE
APPROVAL OF THE LANDSCAPE ARCHITECT.
DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE
ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND
BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS
AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER,
DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES
THAT EXTEND TO THE EDGE OF THE CROWN. STAKE
TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE
ARCHITECT MARK THE NORTH SIDE OF THE TREE IN THE
FIELD, BEFORE TRANSPLANTING, AND WHEN
TRANSPLANTING ROTATE TREE TO FACE
NORTH, WHENEVER POSSIBLE.
PLAN VIEW
FILL ALL AIR POCKETS BETWEEN ROOT BALL AND
EXISTING UNDISTURBED SOIL WITH SANDY LOAM
BEING SURE TO LEAVE NO AIR POCKETS
2'(MIN.)6"12"2' MIN.12"
PLAN
TREE WRAP
BACKFILL MIX
PAINTED FLUORESCENT ORANGE
COVERED W/2-PLY RUBBER HOSE
WHITE FLAGGING (TYP.)
DOUBLE STRAND 12 GAUGE WIRE
8" 2-PLY RUBBER HOSE
8' STEEL TEE POST- 3 REQUIRED AT 120°
4 INCHES MULCH
FROM TOP 1/3 OF THE BALLREMOVE BURLAP & ROPE
UNDISTURBED SUBSOIL
4 INCH DEEP SAUCER
NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.6"2'(MIN.)12"12"
FROM TOP 1/3 OF THE BALL
NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.2'(MIN.)REMOVE BURLAP & ROPE
UNDISTURBED SUBSOIL
BACKFILL MIX
8' STEEL TEE POST- 3 REQUIRED AT 120°
DOUBLE STRAND 12 GAUGE WIRE
COVERED W/2-PLY RUBBER HOSEPAINTED FLUORESCENT ORANGE
TO PROVIDE
FOR PLANTING
CUT BACK SLOPE
A FLAT SURFACE 6"EXISTING GROUND
WHITE FLAGGING (TYP.)
4 INCHES MULCH
TREE WRAP
4 INCH DEEP SAUCER
8" 2-PLY RUBBER HOSE
PLAN
4 INCHES MULCH
(SEE LANDSCAPE NOTES
FOR TYPE OF MULCH)
IF SHRUB IS B & B, THEN
REMOVE BURLAP & ROPE
FROM TOP 1/3 OF BALL
BACKFILL MIX
UNDISTURBED SUBSOIL
4 INCHES MULCH
(SEE LANDSCAPE NOTES
FOR TYPE OF MULCH)
IF SHRUB IS B & B, THEN REMOVE
BURLAP & ROPE FROM TOP 1/3 OF BALL
BACKFILL MIX
UNDISTURBED SUBSOIL6"CUT BACK SLOPE TO
PROVIDE A FLAT SURFACE
FOR PLANTING
EXISTING GRADE OR
PROPOSED GRADE
INJECT ROOT STIMULATOR
MIX AT LOCATIONS SHOWN
1'-6"
TOP OF ROOT BALL
METAL TEE STAKES (3)
DOUBLE STRAND 12 GAUGE WIRE
WHITE FLAGGING (TYP.)1'-6"12" LENGTH, 1" DIA
2-PLY RUBBER HOSE
AT TREE
TREE TRUNK
DEPENDING ON
SIZE OF TREE SPADE
WHITE FLAGGING (TYP.)
SAND RING
3" H X 12" W
12"
7" TOTAL MULCH AND SAND
WASH SAND INTO AIR POCKETS
TREE SPADE ROOT BALL (SIZE VARIES
WITH SIZE OF TREE SPADE)
12" LENGTH, 1" DIA 2-PLY RUBBER HOSE
DOUBLE STRAND 12 GAUGE WIRE COVERED
WITH RUBBER HOSE AT TREE
TOP OF ROOT BALL
4 INCHES MULCH EXTENDING 12" MIN
FROM ROOT BALL
8' STEEL TEE POST (3 PER TREE) TO
BE DRIVEN 3' BELOW GRADE
EXISTING GRADE
EXISTING UNDISTURBED SOIL
NOTE: PLANT TREE 2"-4" ABOVE GRADE 6"RUBBER HOSE AT CONTACT POINT
WRAP TRUNK OF TREE WITH STANDARD
TREE WRAPPING PAPER (CRAPE) STARTING
FROM BOTTOM WINDING UPWARDS
UNITE BALLING STRING FROM BASE
OF TRUNK
ALLOW THIN LAYER OF SOIL TO
COVER BALL
HARDWOOD OAK STAKES (WOOD STAKING SHALL
NOT CONTAIN CHROMATED COPPER ARSENATE
(CCA)) (3 STAKES SPACED EQUIDISTANT)
BERM SIZE TO BE PROMINENT
COMPACT OUTER EDGE WITH FOOTPRINT
DEPRESSION FOR WATER ACCUMULATION
PEEL BACK BURLAP
HOLE DEPTH TO EQUAL BALL DEPTH W/BALL
1/3 - 1/2 ABOVE EXISTING GRADE
1/4" NYLON CORD
TWICE RADIUS OF ROOT BALL
1' +
MULCH
EDGE
2/3 HEIGHT OF TREE(LIMB-UP BEFORESTAKING)ROOT BALL TO BE 1/3 - 1/2 ABOVE EXISTING
GRADE BASED ON SOIL DRAINAGE
- SOIL AMENDMENTS ARE NOT REQUIRED
FOR TREES
- LIMB UP TREE (2/3 HEIGHT PRIOR TO STAKING.
CONTACT POINT FOR RUBBER HOSE TO BE LATERAL
BRANCH AND NOT MAIN TRUNK.
SCALE:
2
L2.0
TREE PLANTING
NTS SCALE:
3
L2.0
TREE PLANTING ON SLOPE
NTS
SCALE:
4
L2.0
MACHINE DUG TREE PLANTING
NTS
SCALE:
6
L2.0
SHRUB PLANTING
NTS
SCALE:
5
L2.0
SHRUB PLANTING ON SLOPE
NTS
NOTE:
1.PLANT TREES WITH A MINIMUM CALIPER OF TWO INCHES MEASURED
SIX INCHES ABOVE THE GROUND AND A ROOT BALL NO SMALLER THAN
TWO FEET IN DIAMETER AND 16 INCHES IN DEPTH.
2.THE BEST TIMES FOR PLANTING ARE EARLY SPRING AND EARLY FALL.
TREES PLANTED IN IN THE SUMMER RUN THE RISK OF DEHYDRATION.
3.PLANT ALL TREES AT LEAST THREE-AND-A-HALF FEET FROM THE END
OF HEAD-IN PARKING SPACES IN ORDER TO PREVENT DAMAGE FROM
CAR OVERHANGS.
4.DIG THE TREE PIT AT LEAST TWO FOOT WIDER THAN THE ROOT BALL
AND AT LEAST SIX INCHES DEEPER THAN THE BALL VERTICAL
DIMENSION.
5.ESPECIALLY IN AREAS WHERE CONSTRUCTION ACTIVITY HAS
COMPACTED THE SOIL, THE BOTTOM OF THE PIT SHOULD BE SCARIFIED
OR LOOSENED WITH A PICK AX OR SHOVEL.
6.AFTER THE PIT IS DUG, OBSERVE SUB-SURFACE DRAINAGE
CONDITIONS. WHERE POOR DRAINAGE EXISTS, THE TREE PIT SHOULD
BE DUG AT LEAST AN ADDITIONAL TWELVE INCHES WIDER AND THE
SOIL AMENDED TO ALLOW ROOTS GROW PROPERLY.
7.BACKFILL SHOULD INCLUDE A PROPER MIX OF SOIL AND FERTILIZER.
ALL ROOTS MUST BE COMPLETELY COVERED. BACKFILL SHOULD BE
THOROUGHLY WATERED AS IT IS PLACED AROUND THE ROOTS.
8.IMMEDIATELY AFTER IT IS PLANTED, THE TREE SHOULD BE SUPPORTED
WITH STAKES AND STRAPS TO FIRMLY HOLD IT IN PLACE AS ITS ROOT
SYSTEM BEGINS TO DEVELOP. REMOVE STAKES AND TIES AFTER ONE
YEAR.
9.SPREAD AT LEAST THREE INCHES OF MULCH OVER THE ENTIRE
EXCAVATION IN ORDER TO RETAIN MOISTURE AND KEEP DOWN WEEDS.
AN ADDITIONAL THREE-INCH SAUCER AND MULCH SHOULD BE
PROVIDED TO FORM A BASIN AROUND THE TRUNK OF THE TREE. THIS
SAUCER HELPS CATCH AND RETAIN MOISTURE.
10.CONSCIENTIOUS POST-PLANTING CARE, ESPECIALLY WATERING,
PRUNING AND FERTILIZING, IS A MUST FOR STREET AND PARKING LOT
TREES. PRUNE OFF BROKEN OR DAMAGED BRANCHES.LANDSCAPE DETAILSL2.002/20222020-0201" = 50' NOT FOR CONSTRUCTION