HomeMy WebLinkAboutPowermaster Electric_final site planRELEASED FOR CONSTRUCTION COVER SHEETC-0017 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS3 2020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS5 2020-11-10HRW COMMENTS6 2020-12-11RELEASED FOR CONSTRUCTIONSCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.1 0NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\C-00 COVER SHEET.DWGPLOTTED: 12/11/2020 9:26 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVEPOWERMASTER - 311 JARCO DRIVE
General Notes:
1. ORIGINAL TOPOGRAPHICAL AND BOUNDARY DATA PERFORMED BY MAULDIN-WATKINS SURVEYING, PA. SITE BENCHMARK IS
AVAILABLE FROM SURVEYOR. CONTOURS SHOWN HEREON ARE FROM AN ACTUAL FIELD SURVEY.
2. THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OF FIRMS HAVING FACILITIES ON OR ADJACENT
TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. THE
OWNER SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF ANY EXISTING FACILITIES.
3. ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
4. ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD.
5. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF-SITE
BY THE CONTRACTOR IN AN APPROVED SOLID WASTE LANDFILL.
6. THERE IS EXISTING UNDERGROUND WATER, SEWER, ELECTRICAL, AND FIBER OPTIC ON-SITE OR WITHIN CLOSE PROXIMITY.
CONTRACTORS SHALL DIG WITH EXTREME CAUTION.
8. CONCRETE SUB SHALL BE RESPONSIBLE FOR ALL SCORE JOINTS AND EXPANSION JOINTS. SHOULD A QUESTION ARISE ABOUT THE
PROPOSED PATTERN CONSULT WITH THE ENGINEER PRIOR TO POURING.
9. CONTRACTOR TO FURNISH ALL PAVEMENT MARKINGS AS SHOWN.
10. 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. THE SURVEYOR HAS ONLY LOCATED THE UTILITIES THAT ARE ABOVE
GROUND AT THE TIME OF FIELD SURVEY. 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.
11. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE.
12. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS IMPOSED BY LOCAL UTILITY,
HARNETT COUNTY, AND HARNETT REGIONAL WATER.
13. ALL CONSTRUCTION AND MATERIALS SHALL MEET HARNETT COUNTY SPECIFICATIONS AND STANDARDS, LATEST EDITION. ALL
WORK WITHIN NCDOT RIGHT-OF-WAY SHALL MEET THE SPECIFICATIONS AND STANDARDS OF NCDOT.
14. ALL CONCRETE PIPE IS TO BE ASTM C-76, CLASS III WITH RAM-NEK.
15. THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAP. FEMA COMMUNITY MAP #: 3720065400J, DATED
OCTOBER 3, 2006.
16. ALL LOT DIMENSIONS SHOWN ARE APPROXIMATE. CONSULT THE BOUNDARY SURVEY OF ACTUAL SITE BOUNDARY INFORMATION.
17. WETLANDS ARE NOT PRESENT ON SITE.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT RIGHT-OF-WAY.
ALL SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD), LATEST EDITION.
19. PRIOR TO PLACING CABC STONE BASE, THE CONTRACTOR SHOULD NOTIFY THE PROJECT ENGINEER TO INSPECT AND PROOF ROLL
THE SUBGRADE. ANY STONE PLACE WITHOUT PRIOR APPROVAL WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
20. 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 DESIGN
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 SOILS 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.
21. 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.
22. LIGHTS ARE LEASED AND SUPPLIED BY DUKE ENERGY. SEE PHOTOMETRICS SHEET FOR DETAILS.
23. WATER IS TO BE PROVIDED BY HARNETT REGIONAL WATER.
24. THE BUILDING SETBACK LINES SHOWN ON THIS PLAT ARE FOR THE ENGINEER'S USE IN ESTABLISHING MINIMUM LOT FRONTAGES
AT THE SETBACK LINE AND FOR RESERVING SUFFICIENT BUILDING AREA. BUILDING CONTRACTORS ARE TO VERIFY LOT LINE
SETBACKS BEFORE SETTING FORMS OR DIGGING FOOTINGS.
25. REGULATORY SIGNS, STOPS SIGNS AND STREET NAME SIGNS SHALL BE MANUFACTURED FROM HIGH INTENSITY REFLECTIVE
MATERIALS.
26. ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF-SITE, UNLESS OTHERWISE DIRECTED BY THE OWNER.
27. ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE PROJECT 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.
28. THE SURVEYOR DID NOT VISIBLY SEE ANY CEMETERIES IN ANY OPEN AREAS UNLESS OTHERWISE NOTED.
29. THIS PROPERTY DOES NOT DEPICT ENCUMBRANCES THAT ARE FOUND DURING A THOROUGH TITLE SEARCH.
30. ALL HVAC UNITS FOR THE PROPOSED BUILDING WILL BE SCREENED FROM PUBLIC RIGHT OF WAY.
31. ALL CURB AND GUTTER TO BE 24" STANDARD CURB AND GUTTER. ALL CURB AND GUTTER WITHIN NCDOT R/W SHALL BE 30"
STANDARD.
32. ALL CURB AND GUTTER AND SIDEWALK CONCRETE IS TO BE MINIMUM 3,000 PSI AT 28 DAYS, AIR ENTRAINED.
33. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE.
34. PROVIDE HANDICAP SIGNS, MARKING AND RAMPS AS SHOWN.
35. HANDICAP RAMPS ARE TO MEET "ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES" AS DETAILED IN THE FEDERAL
REGISTER, VOLUME 56, NUMBER 144 DATED JULY 26, 1991, RULES AND REGULATIONS ACTIVATED JANUARY 26, 1992. FOR
ADDITIONAL INFORMATION, REFER TO THE 2012 NC STATE BUILDING CODE CHAPTER 11, "ACCESSIBILITY." ALL STREET RETURNS TO
HAVE H.C. RAMPS.
36. CONTRACTOR SHALL NOT POUR ANY CONCRETE BEFORE FORMS ARE INSPECTED BY THE PROJECT ENGINEER AND/OR OWNER.
ANY CONCRETE THAT HAS NOT BEEN APPROVED BY THE ENGINEER AND/OR OWNER WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
37. ALL AREAS NOT COVERED BY BUILDING OR PARKING SHALL BE COVERED WITH 4" MINIMUM OF TOPSOIL, FREE OF ROOT MATTER
AND ROCKS AND GRASSED.
38. CONTRACTOR SHALL SAW-CUT TO PROVIDE SMOOTH TRANSITIONS WHERE EXISTING ASPHALT AND/OR CURB AND GUTTER IS TO BE
REMOVED.
39. THE CONTRACTOR SHALL PROVIDE ALL THE MATERIAL AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF
THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED PRIOR TO BEING COVERED.
40. ALL HANDICAP SPACES ARE TO RECEIVE A HANDICAP SIGN AND HANDICAP SYMBOL PAINTED ON THE ASPHALT. NOTE STALLS TO
RECEIVE `VAN ACCESSIBLE' SIGNAGE.
41. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PRECISE BUILDING
DIMENSIONS AND EXACT UTILITY ENTRANCE POINTS.
42. 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.
43. 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.
44. 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. HARNETT COUNTY, HARNETT REGIONAL WATER, &
CURRY ENGINEERING ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS.
45. 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.
46. ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS OF THE STATE OF NORTH
CAROLINA DEPARTMENT OF HEALTH CONSTRUCTION PERMIT AND HARNETT REGIONAL WATER .
47. THE LAND DISTURBANCE PERMIT MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST.
48. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF THE
WATER AND SEWER LINES REQUIRED BY THE STATE OF NORTH CAROLINA DEPARTMENT OF HEALTH & HARNETT REGIONAL WATER.
49. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE-WATERING NECESSARY TO CONSTRUCT THE PROJECT AS
SHOWN ON THE PLANS.
50. NATURAL GAS MAY BE AVAILABLE. SEE CONTACT INFORMATION THIS SHEET.
51. TESTING BY CONTRACTOR: CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL TESTING SERVICE
(APPROVED BY THE ARCHITECT) 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 ARCHITECT, AND THE STRUCTURAL ENGINEER. --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.
52. COMPACTION: COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12" OF SUBGRADE IN CUT AREAS TO 98%
OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 FOR STRUCTURES, SLABS, AND PAVEMENTS AND 95% OF MAXIMUM DENSITY
FOR LAWNS OR UNPAVED AREAS.
53. THE BUILDING CONTRACTOR AND THE SITE WORK CONTRACTOR ARE TO COORDINATE THE INSTALLATION OF DRAINAGE PIPES
AROUND THE BUILDING STRUCTURE.
54. ANY RELOCATION OF EXISTING UTILITIES WILL BE AT THE COST OF THE DEVELOPER/OWNER. THE TOWN WILL NOT ACCEPT
RESPONSIBILITY FOR DAMAGES TO CURB AND GUTTER OR STREET IMPROVEMENTS INSTALLED PRIOR TO UNDERGROUND SERVICES,
NOR WILL THE TOWN ABSORB THE COST FOR BORINGS TO INSTALL UNDERGROUND SERVICE, PAVEMENT PATCHING OR DAMAGE TO
LANDSCAPING. THESE WILL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER.
55. FIRE DEPARTMENT VEHICULAR ACCESS TO ALL STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED AT ALL TIMES. IN AREAS
WHERE GROUND SURFACES ARE SOFT OR LIKELY TO BECOME SOFT, HARD ALL WEATHER SURFACE ROADS SHALL BE PROVIDED
AND MAINTAINED.
56. ADDRESS NUMBERS, BOTH COMMERCIAL AND RESIDENTIAL, MUST BE POSTED ON THE FRONT OF THE STRUCTURE NEAREST TO THE
MAIN ENTRANCE IN A POSITION TO BE PLAINLY LEGIBLE, VISIBLE, AND UNOBSTRUCTED FROM THE STREET OR ROAD FRONTING THE
PROPERTY.
57. DISTURBED AREA IS IN EXCESS OF 1 ACRE AND FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL WAS 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.
58. (CONSTRUCTION/SITE PLANS) WATER AND SEWER PERMIT APPLICATIONS HAVE BEEN APPROVED BY THE DENR. PERMIT NUMBERS
ARE AS FOLLOWS:
A. WATER PERMIT NUMBER: N / A
B. SEWER PERMIT NUMBER: N / A
59. 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.
60. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL HARNETT COUNTY, HARNETT REGIONAL WATER AND NCDENR STANDARDS
AND SPECIFICATIONS.
61. MAINTAIN MINIMUM 3' COVER FOR ALL WATER PIPE.
62. WHERE WATERLINE CROSSES:
A. SANITARY SEWER: WATERLINE SHALL CROSS ABOVE AND MAINTAIN 2' VERTICAL SEPARATION OR 10' OF HORIZONTAL
SEPARATION. IF THIS SEPARATION CANNOT MAINTAIN OR IF WATERLINE PASSES BELOW SEWER LINE THEN BOTH WATERLINE AND
SEWER LINE SHALL BE CLASS 50 DUCTILE IRON PIPE FOR A MINIMUM OF 10' EACH SIDE OF CROSSING.
B. STORM SEWER: WHERE WATERLINE CROSSES ABOVE MAINTAIN 1' VERTICAL SEPARATION, WHERE WATERLINE CROSSES BELOW
MAINTAIN 2' VERTICAL SEPARATION. IF THIS SEPARATION CANNOT BE MAINTAINED WATERLINE SHALL BE CLASS 50 DUCTILE IRON
PIPE FOR MINIMUM OF 10' EACH SIDE OF CROSSING.
63. WHERE SANITARY SEWER CROSSES STORM MAINTAIN 2' SEPARATION. IF THIS SEPARATION CANNOT BE MAINTAINED SANITARY
SEWER SHALL BE CLASS 50 DUCTILE IRON PIPE FOR MINIMUM OF 10' EACH SIDE OF CROSSING.
64. REFERENCE NC 15A, 18C, .0906 FOR ADDITIONAL CROSSING INFORMATION. THIS CRITERIA SHALL BE MET AT ALL CROSSINGS.
65. THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT.
66. HOURS OF OPERATION WILL BE 7 AM - 6 PM, MONDAY-FRIDAY.
1st SUBMITTAL TO HARNETT COUNTY: JULY 2, 2020
HARNETT COUNTY, NORTH CAROLINA
SITE PLAN
Civil Engineering:
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:Surveyor:
Mauldin-Watkins Surveying, PA
P.O. BOX 444/1301 W. Broad Street
Fuquay-Varina, NC 27526
919.552.9326
Contact: Wayne Mauldin, PLS
GOVERNING AGENCIES:UTILITY AGENCIES:
PLANNING/ZONING/LANDSCAPE
EROSION CONTROL
STORMWATERWATER & SEWER
HARNETT COUNTY PUBLIC
UTILITIES DEPT.
700 McKINNEY PARKWAY
LILLINTON, NC 27546
910.893.7575
CONTACT: MR. SHANE CUMMINGS
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
MS CONSULTANTS, INC
920 MAIN CAMPUS DRIVE
RALEIGH, NC 27606
919.818.2235
CONTACT: MR. BILL DREITZLER, PE
NCDEQ DIVISION OF ENERGY, MINERAL & LAND
RESOURCES
FAYETTEVILLE REGIONAL OFFICE
225 GREEN STREET, SUITE 714
FAYETTEVILLE, NC 28301
910.433.3300
CONTACT: MS. JODI PACE
Sheet List Table
Sheet Number Sheet Title
C-00 COVER SHEET
C-01 EXISTING CONDITIONS
C-02 SITE & UTILITY PLAN
C-03 GRADING & DRAINAGE PLAN
C-04 SCM PLAN & SECTIONS
C-05 LANDSCAPE PLAN
D-01 UTILITY DETAILS I
D-02 UTILITY DETAILS II
D-03 SITE DETAILS I
D-04 SITE DETAILS II
D-05 STORM DRAINAGE DETAILS
D-06 LANDSCAPE DETAILS
EC-01 EROSION CONTROL PLAN -
INITIAL PHASE
EC-02 EROSION CONTROL PLAN -
CONSTRUCTION PLAN
EC-03 EROSION CONTROL DETAILS I
EC-04 EROSION CONTROL DETAILS II
EC-05 EROSION CONTROL DETAILS III
EC-06 EROSION CONTROL DETAILS IV
SW-01 PRE-DEVELOPMENT DA MAP
SW-02 POST-DEVELOPMENT DA MAP
SW-03 STORM DRAINAGE DA MAP
SITE INFORMATION
LOCATION: 311 JARCO DRIVE
FUQUAY-VARINA, NC 27526
MUNICIPALITY: HARNETT COUNTY
ZONING: IND
ACREAGE: 2.74 AC
NC WATERSHED: WS-IV-P
CAPE FEAR RIVER (LILLINGTON)
LAND USE CLASSIFICATION: MEDIUM DENSITY RESIDENTIAL
BUILDING:
TOTAL DWELLING UNITS: 1
OFFICE SPACE: 2,500 SF
INDUSTRIAL SPACE: 7,100 SF
TOTAL BLDG.: 9,600 SF
PARKING:
OFFICE (2,500 SF): 2,500 SF / 200 SF
1 SPACE PER 200 SF = 13 SPACES
INDUSTRIAL (5,500 SF): 7,100 SF / 500 SF
1 SPACE PER 500 SF = 14 SPACES
TOTAL REQUIRED SPACES: 27 SPACES
TOTAL PROPOSED SPACES: 25 REGULAR SPACES
2 H/C SPACE
= 27 SPACES
IMPERVIOUS / PERVIOUS AREAS
PROPOSED BUILDING: 9,100 SF (0.21 AC)
PROPOSED PAVEMENT: 45,870 SF (1.05 AC)
PROPOSED SIDEWALK 425 SF ( 0.01 AC)
TOTAL IMPERVIOUS: 55,395 SF (1.27 AC) (46%)
MAX. ALLOWABLE IMPERVIOUS: 70% (W/ SNIA APPROVAL)
TOTAL PERVIOUS: 63,959 SF (1.47 AC) (54%)
SCALE: 1" = 500'
VICINITY MAP
JARCO DRIVE
N
SITE
Powermaster Electric, Inc
7621 Purfoy Road Suite 101
Fuquay-Varina, NC 27526
919.557.4477
Contact: Hal Farthing
HARNETT COUNTY
PLANNING DEPT.
108 E. FRONT ST.
LILLINGTON, NC 27546
910.893.7525 OPT. 4
CONTACT: MR. LANDON CHANDLER
NCDEQ DIVISION OF ENERGY, MINERAL & LAND
RESOURCES
RALEIGH REGIONAL OFFICE
512 N. SALISBURY STREET
RALEIGH, NC 27604
919.807.6369
CONTACT: MR. ROBERT PATTERSON, PE
OWNER'S CONSENT FORM
AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT
TO THE PROPOSED DEVELOPMENT SHOWN ON THIS SITE
PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE
HARNETT COUNTY ORDINANCES.
______________________________________________________
DATE OWNER SIGNATURE
EXISTING IRON PIPE (CONTROL POINT)
CONCRETE MONUMENT SET
EXISTING CONCRETE MONUMENT(CONTROL POINT)
IRON STAKE SET (UNLESS OTHERWISE NOTED)
40 D NAIL
EIS
COMPUTED POINT ONLY
PROPERTY BOUNDARY
HERITAGE TREE BUFFER
EASEMENT
500 YR FLOOD PLAIN
100 YR FLOOD PLAIN
WTLD WTLD WTLD WETLANDS BOUNDARY
RIPARIAN BUFFER
OHE OHE OHE OVERHEAD POWER
FLOODWAY
FLD
FW
EXISTING IRON STAKE
FLOOD HAZARD SOILS BOUNDARY
MINOR CONTOUR
MAJOR CONTOUR
Wx Wx EXISTING WATER
SSx SS x EXISTING SANITARY SEWER
350
SANITARY SEWER MANHOLE
Cxu Cxu U/G TELECOMMUNICATIONS
FO FO U/G FIBER
Curve Radius Length Chord Chord Bear.
C1 60.00'90.11'81.83'N 41°59'41" WN 04°53'33"E 254.62'S 86°39'37"E 346.66'S 20°15
'22
"E
201
.80
'
S
4
8
°
4
4
'
2
6
"
E
1
9
0
.
2
5
'
N 87°46'11"W 526.33'
C
1
SEPTIC LID
W/M
W/V
BO CHAIN-LINK FENCE ENCROACHMENTAREA = 3.035 ACRES
CENTERLINE OF CREEK IS
THE PROPERTY LINE. LINE
SHOWN IS REFERENCE LINE
ONLY. ALL CALCULATIONS
MADE TO REFERENCE LINE.
CALVIN'S PLACE S/D
M.B.2001, PG.1186
CALVIN'S PLACE S/D
M.B.2001, PG.1186
JOSEPH KENT REVELS
D.B.2298, PG.255
M.B.2014, PG.353
M.B.2008, PG.218
EIS EIS
EIS
EIS
EIS
EIP
30' TYPE "B" BUFFER
J A R C O D R I V E
60' PUBLIC R/W
Wx
Wx
W x WxWxWxW/M
W/M 3303353353303303253253253203203203153103
1
5
3103153103053002
9
5
295
3
0
5 30
0
N
RELEASED FOR CONSTRUCTION
ONE-CALL CENTER
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA EXISTING CONDITIONSC-0117 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALE20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\C-01 EXISTING CONDITIONS.DWGPLOTTED: 12/11/2020 9:26 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-204324 x 36LOT #9 - JARCO DRIVEPROFESSIONAL ENGINEER SEAL NOT
AFFIXED TO SHEET AS ENGINEER
DOES NOT CERTIFY INFORMATION
PROVIDED BY OTHERS
1.THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF RECORD
AFFECTING SAME.
2.NO TITLE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE COURSE OF
THIS SURVEY.
3.THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF
ANY UNDER GROUND UTILITIES THAT MAY OR MAY NOT BE PRESENT ON THIS SITE.
4.THE INFORMATION PRESENTED HERE IS FROM A COMBINATION OF HISTORIC
AERIAL BASE FILE INFORMATION, AS-BUILTS, AND RECENT SURVEY.
NOTES:
Surveyor:
Mauldin-Watkins Surveying, PA
P.O. BOX 444/1301 W. Broad Street
Fuquay-Varina, NC 27526
919.552.9326
Contact: Wayne Mauldin, PLS
LEGEND:
EXISTING WATER METERS
(ONE TO BE REMOVED
AND ABANDONED AT
MAIN, ONE TO BE
RELOCATED AS SHOWN
ON UTILITY PLAN)
LOT LINE
RIGHT OF WAY LINE
SETBACK LINE
BMP LIMITS
SIGN
EASEMENT
PHASE LINE
CHAIN LINK FENCEXX
WM
BFP
W W WATER MAIN
BACKFLOW PREVENTER
WATER METER
ASPHALT PAVEMENT
CONCRETE
N 04°53'33"E 254.62'S 86°39'37"E 346.66'S 20°15
'22
"E
201
.80
'
S
4
8
°
4
4
'
2
6
"
E
1
9
0
.
2
5
'
N 87°46'11"W 526.33'
C
1
J A R C O D R I V E
60' PUBLIC R/W
Wx
Wx
W x WxWxWx3303353353303303253253253203203203153103
1
5
3103153103053002
9
5
295
3
0
5 30
0
INDUSTRIAL/WAREHOUSE
AREA
7,100 SF
FFE = 330.00
OFFICE
AREA
2,500 SF
SEPTIC
FIELD
DRY
DETENTION
SCMWWWW
N
RELEASED FOR CONSTRUCTION SITE & UTILITY PLANC-0217 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALE20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\C-02 SITE PLAN.DWGPLOTTED: 12/11/2020 9:27 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVELEGEND:
1.ALL SIGNS SHOULD USE PRISMATIC SHEETING THAT MEETS MINIMUM
RETROREFLECTIVITY STANDARDS FOUND IN THE LATEST EDITION OF THE MUTCD.
2.ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH HARNETT
COUNTY, NCDOT, AND NCDEQ STANDARD SPECIFICATIONS AND DETAILS.
3.ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL
JOINT. MILL 1.5 FEET AT 1.5 INCHES DEEP MINIMUM TO PROVIDE A LONGITUDINAL
LAP JOINT 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/RESURFACED.
4.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY
PERMITS AND/OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK.
5.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE
START OF CONSTRUCTION.
6.EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD
VERIFIED.
7.ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB, FACE OF
BUILDING, OR PROPERTY LINE UNLESS SHOWN OTHERWISE.
8.OWNER IS RESPONSIBLE FOR THE MAINTENANCE OF THE PARKING AREA AND ALL
LANDSCAPE BUFFERING. THE OWNER IS ALSO RESPONSIBLE FOR ARRANGING
THE DISPOSAL OF TRASH.
NOTES:
EXISTING 4"
WATER MAIN
EXISTING FHA
RELOCATED
WATER
SERVICE
DUMPSTER PAD WITH
SOLID ENCLOSURE
TO MATCH BUILDING
TRANSITION
CURB TO FLUSH
24" STANDARD
CURB & GUTTER
MSE RETAINING
WALL WITH
HANDRAIL
H/C SIGN
(VAN ACCESS.)
5' CONCRETE
SIDEWALK
149'
190'
41'
50'
30'
30'
30'
5'
9'18'
8'8'
8 PARKS @ 9'
2 H/C PARK @ 8'
WCR
8'
11 PARKS @ 9'6 PARKS @ 9'
HEAVY-DUTY
ASPHALT PVMT.
HEAVY-DUTY
CONCRETE PVMT.
R30'
R30'
R25'
R25'
R8'R8'R5'R5'R5'
R5'R5'
R10'
R5'
R5'
R5'
10'
1" CORP. STOP ON
EXISTING 4" MAIN
1" DOM. METER
1" RPZ BFP
1" DOMESTIC
SERVICE
30' TYPE 'B' BUFFER
10' TYPE 'C' BUFFER
10' TYPE 'C' BUFFER
10' TYPE 'C' BUFFER
30' TYPE 'B' BUFFER
50' BUILDING SETBACK
50' BUILDING SETBACK
25' BUILDING SETBACK
12'
5'
R10'
GENERAL NOTES:
1.ALL CONSTRUCTION SHALL BE PER HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
2.THERE SHALL BE NO UNPERMITTED DISTURBANCE IN THE EXISTING WETLANDS
3.CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND
UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN THESE AREAS.
4.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.
5.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.
6.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
THE LATEST EDITION OF THE HARNETT REGIONAL WATER STANDARDS AND THE UTILITY
MASTER PLAN.
7.THE FOLLOWING BACKFLOW PREVENTION MODEL NUMBERS SHALL BE PROVIDED:
- 1" DOMESTIC BACKFLOW RPZ = WILKINS MODEL 975XL.
8.CONTRACTOR SHALL CONTACT HARNETT REGIONAL WATER PRIOR TO MAKING CONNECTION
TO ANY COUNTY OWNED INFRASTRUCTURE.
9.A PRE CONSTRUCTION MEETING WILL BE REQUIRED BETWEEN THE CONTRACTOR &
HARNETT COUNTY.
10.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION
PERMIT ISSUED BY NCDENR - PUBLIC WATER SUPPLY.
11.WATER MAINS SHALL BE CLASS 200 C900 PVC I.A.W. AWWA C900.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. WATER MAINS SHALL BE INSTALLED WITH TYPE 1 LAYING CONDITION PER HARNETT
COUNTY SPECIFICATIONS. ALL FITTINGS SHALL BE MECHANICAL JOINTS I.A.W. AWWA C-111.
12.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH TRACER WIRE PER HARNETT COUNTY
STANDARDS.
13.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.
14.WATER METERS SHALL NOT BE LOCATED WITHIN DRIVEWAYS - NO EXCEPTIONS.
15.ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WITHIN REQUIRED LANDSCAPED
BUFFERS.
16.ALL ELECTRICAL THROUGHOUT THE SITE SHALL BE UNDERGROUND.
17.REFER TO D-01 FOR HARNETT COUNTY PUBLIC UTILITIES REQUIRED NOTES.
18.WATER SUPPLY WATERSHED SPECIAL INTENSITY ALLOCATION PERMIT, BOA2001-0001, FOR
54% IMPERVIOUS WAS APPROVED ON 2/10/2020.
19.ALL UTILITIES, INCLUDING FIRE HYDRANTS, INSTALLED OUTSIDE OF THE PROPOSED ROW
MUST BE IN A PUBLIC UTILITY EASEMENT.
20.A LICENSED UTILITY CONTRACTOR WILL INSTALL THE PROPOSED WATER SERVICE.
21.WATER USAGE: 4 STAFF AT 25 GPD PER EMPLOYEE (1 SHIFT) = 100 GPD
CONCRETE
WHEELSTOP
FLOW DIRECTION
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
RIP-RAP OUTLET PROTECTION
STORM DRAIN LINE
FLARED END SECTION
CATCH BASIN
YARD INLET
4.0%
SW=295.40
FG =295.32
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
CATCH BASIN
YARD INLET
SPOT ELEVATION
RISER STRUCTURE
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
400
WWWWN 04°53'33"E 254.62'S 86°39'37"E 346.66'S 20°15
'22
"E
201
.80
'
S
4
8
°
4
4
'
2
6
"
E
1
9
0
.
2
5
'
N 87°46'11"W 526.33'
C
1
J A R C O D R I V E
60' PUBLIC R/W
Wx
Wx
W x WxWxWx3303353353303303253253253203203203153103
1
5
3103153103053002
9
5
295
3
0
5 30
0
305320325330335
325335330 3
2
0
310
327
330
320 31
5
330
325
301302303 304 306
30
7
318319321323324326327329331
334 333
327
3263343333323313293
3
6
324
3
2
3
3
2
1
309
30
8
308
309
311
322329YI#103
YI#104
YI#105
CB#102
CB#101
RISER#107
FES#100
FES#10691 LF 15" RCP66 LF 15" RCP118 LF 15"
R
C
P
161 LF 15" RCP 11 LF 15" RCP
24 LF 1
5
"
R
C
P
STORM DRAINAGE TABLE
INLET#
100
101
102
103
104
105
106
107
TYPE
FES
CB
CB
YI
YI
YI
FES
RISER
RIM ELEV
(EOP)
307.00
317.75
326.80
329.80
328.80
328.80
306.52
307.68
INV IN (SLOPE)
(FROM-SIZE)
302.00 (1.00%)
(101-15")
314.00 (4.00%)
(102-15")
320.52 (1.00%)
(103-15")
321.80 (1.00%)
(104-15")
322.56 (1.00%)
(105-15")
305.00 (1.00%)
(107-15")
INV OUT (SLOPE)
(TO-SIZE)
302.11 (1.00%)
(100-15")
320.42 (4.00%)
(101-15")
321.70 (1.00%)
(102-15")
322.46 (1.00%)
(103-15")
323.47 (1.00%)
(104-15")
305.24 (1.00%)
(106-15")
N
RELEASED FOR CONSTRUCTION
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BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA GRADING & DRAINAGE PLANC-0317 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALE20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\C-03 GRADING & DRAINAGE PLAN.DWGPLOTTED: 12/11/2020 9:27 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVELEGEND:
1.ALL STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS NOTED
OTHERWISE.
2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDEQ, NCDOT,
AND HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
3.CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH THE
OWNER'S GEOTECHNICAL ENGINEER, AS APPROPRIATE.
4.CONTRACTOR SHALL MAINTAIN POSITIVE SLOPE AND OUTFALL OF ANY
FOUNDATION DRAIN SYSTEMS.
5.SPOT ELEVATIONS ON CURB REFER TO THE BACK OR TOP OF CURB
(TOC) ELEVATION. ELEVATIONS ON STORM DRAINAGE TABULATIONS (SEE
DETAIL SHEET) REFER TO EDGE OF PAVEMENT (EOP) ELEVATION.
6.ALL STORM DRAIN HOODS, MANHOLE COVERS AND GRATES ARE TO BE
LABELED "NO DUMPING DRAINS TO STREAM".
7.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO
THE START OF CONSTRUCTION.
8.THIS SITE IS ANTICIPATED TO BE A BALANCE EARTHWORK SITE. IN THE
EVENT MATERIAL IS TAKEN OFF-SITE OR RECEIVED FROM AN OFF-SITE
SOURCE, NCDEQ MUST BE NOTIFIED AND THE MATERIAL MUST
ORIGINATE FROM A PERMITTED FACILITY.
9.RETAINING WALLS OVER 4' IN HEIGHT MUST BE PERMITTED SEPARATELY.
GRADING & DRAINAGE NOTES:
RIP-RAP OUTLET
PROTECTION
NCDOT CLASS 'B' RIP RAP
L=5', W1=4', W2=4', D=12"
RIP-RAP OUTLET
PROTECTION
NCDOT CLASS 'B' RIP RAP
L=5', W1=4', W2=4', D=12"
TW: 317.50
BW: 307.00
TW: 308.50
BW: 308.00
TW: 318.50
BW: 311.00
TW: 321.00
BW: 320.00
3
1
5
3103
05
3
00
305310
301
302303 304306307
309
308
308
309
311
11 LF 15" RCP
RISER#107
FES#106
FES#100
24 LF 1
5
"
R
C
P
RELEASED FOR CONSTRUCTION
ONE-CALL CENTER
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA SCM PLAN & SECTIONSC-0417 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\C-04 SCM PLAN & SECTIONS.DWGPLOTTED: 12/11/2020 9:28 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVENOTES:
1. CONTRACTOR SHALL INSTALL FILTER DIAPHRAGM ON DAM
OUTLET PIPE.
2.COORDINATE WITH ENGINEER ON APPROVED MATERIALS AND
INSTALLATION TECHNIQUES PRIOR TO INSTALLATION.
FLOW
SCALE:
3
C-04
SAND DIAPHRAGM
N.T.S.
3'
3.75'3.75'
1.5 x DIA = 1.9'
3 x DIA =3.75'**
2' MIN.
**2' MIN. FROM TOP OF DAM GOVERNS
IF 3 x DIA. IS NOT AVALIABLE.
TOP OF DAM
15" RCP
OUTLET
FINE SAND FILTER
PER ASTM C33
4" PERFORATED PVC
WRAPPED IN FABRIC
TO DAYLIGHT
4" PERFORATED PVC
WRAPPED IN FABRIC TO
DAYLIGHT
1.THIS SITE IS LOCATED IN THE CAPE FEAR RIVER BASIN, MEDIUM DENSITY COMMERCIAL.
2.DRY DETENTION BASIN SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES STORMWATER BMP MANUAL - LATEST EDITION. DRY DETENTION BASIN
PROVIDES MINIMAL WATER QUALITY TREATMENT.
3.THE PROJECT MEETS THE REQUIREMENTS OF NCDEQ BMP MANUAL, LATEST EDITION.
4.MAXIMUM SLOPE OF BASIN IS 3:1.
5.ALL SIDE SLOPES, EMBANKMENTS AND SPILLWAYS SHALL BE COMPACTED TO MINIMUM 95% STANDARD PROCTOR
PER ASTM-D698.
6.CONTROLLED FILL, AS SPECIFIED BY THE RESIDENT ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN
6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO
A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE
STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE
OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM-D698.
7.ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO
COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT
SHALL BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO
COMPACTION.
8.FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS
OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE
REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
9.ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT
SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT.
10.SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND
THE PLACEMENT OF CONTROLLED FILL.
11.FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO
THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE
GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALLTHERE BE AN
ATTEMPT TO STABILIZE AND PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE.
12.TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION
PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE
DISCRETION OF THE RESIDENTIAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND
DOCUMENTED BY THE GEOTECHNICAL ENGINEER.
13.FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME
LEVEL ON BOTH SIDES OF THE STRUCTURES.
14.EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND
TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED
ROLLERS.
15.COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
16.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING
TIME HAS ELAPSED.
17.TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3-INCH LAYER OF TOPSOIL SHALL BE PLACED ON
THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND MULCHED OR HYDROSEEDED.
18.ALL RISER STRUCTURES, INCLUDING WEIR WALL TYPE STRUCTURES, SHALL BE REINFORCED CONCRETE.
BRICK/CONCRETE BLOCK AND MORTAR TYPE STRUCTURES WILL NOT BE ACCEPTED.
19.ALL RISER STRUCTURES SHALL BE LOCATED SUCH THAT DIRECT ACCESS FROM THE DAM EMBANKMENT CAN BE
ACHIEVED.
20.RISER STRUCTURES WITH MULTIPLE BARREL SECTIONS SHALL HAVE GASKETTED JOINTS, AND EACH SECTION SHALL
BE BOLTED TO ADJACENT SECTIONS WITH STAINLESS STEEL STRAPS.
GENERAL NOTES:
SCALE:
6
C-04
DRY DETENTION - SECTION A
N.T.S
3:1
MITER DRAIN OR APPROVED
EQUAL. DEBRIS CAGES WILL BE
CONSIDERED APPROVED EQUAL.
CONTRACTOR TO SUBMIT SHOP
DRAWING FOR APPROVAL
15" OUTLET PIPE
PLASTIC SOLUTIONS, OR
EQUAL PEAK TRASH
RACK FOR 4' DIA RISER
6" DUAL WALL, SMOOTH
INTERIOR HDPE W/2"
ORIFICE OPENING
INV = 306.00
MANHOLE
STEPS, TYP
CREST = 361.00
INV = 305.50
BOTTOM = 355.50
SCALE:
4
C-04
RISER STRUCTURE DETAIL
N.T.S.
STONE CLASSIFICATION RIP RAP DEPTH
A
B
CLASS 1
CLASS 2
12"
18"
24"
24"-36"
1'
2'
FILTER FABRIC OR
GRAVEL BEDDING
3
1
CLASS "B" RIP-RAP
1 YR WSE = 303.91
2 YR WSE = 304.47
10 YR WSE = 306.07
25 YR WSE = 306.32
TOP OF BASIN = 307.00
3
1
1
RISER STRUCTURE
BMP-1
USE 2'x3' PRE-CAST CONCRETE CATCH BASIN WITH
PEAKED TRASH RACK (PLASTIC SOLUTIONS, OR EQUAL)
EMERGENCY SPILLWAY
ELEV = 306.10
REFER TO NOTES ON EMBANKMENT
CONSTRUCTION
ANTI-FLOATATION
FILL CATCH BASIN WITH LEAN CONCRETEELEV = 303.00
COMPACTED
SUBGRADE
BOTTOM OF RIP-RAP
SWALE
MIN.S = 0.5%
15" RCP WITH O-RING
GASKETTED JOINTS
(ASTM C443)
6" DUAL WALL HDPE
WITH MITER DRAIN
INV = 306.00
PEAK RUNOFF CALCULATIONS
STORM EVENT PRE POST POST-INFILTRATION ELEV.
SCALE:
5
C-04
SCM RUNOFF SUMMARY
N.T.S
SCALE:
2
C-04
RIP-RAP CHANNEL
N.T.S
SEE PLAN FOR
CONTINUATION
SCALE:
Q1=2.07 cfs Q1=3.13 cfs 1.14 cfs 303.911-YR
Q1=3.32 cfs Q1=4.921 cfs 1.14 cfs 304.472-YR
Q1=7.27 cfs Q1=10.49 cfs 1.65 cfs 306.0710-YR
100 YR WSE = 306.41
3
2' RIPRAP TRAPEZOIDAL
CHANNEL MIN 0.5% SLOPE
10' BERM
20' RIP RAP
EMERGENCY
SPILLWAY
NCDOT CLASS
"B" RIP RAP
TOP OF RETAINING
WALL 317.00
AZALEA, DWARF INDICA (RE)
PIN OAK (QP)N 04°53'33"E 254.62'S 86°39'37"E 346.66'S 20°15
'22
"E
201
.80
'
S
4
8
°
4
4
'
2
6
"
E
1
9
0
.
2
5
'
N 87°46'11"W 526.33'
C
1
J A R C O D R I V E
60' PUBLIC R/W
Wx
Wx
W x WxWxWx3303353353303303253253253203203203153103
1
5
3103153103053002
9
5
295
3
0
5 30
0
N
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CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA LANDSCAPE PLANC-0517 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALE20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\C-05 LANDSCAPE PLAN.DWGPLOTTED: 12/11/2020 9:28 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVELEGEND:
1.ALL TREES SHALL BE MIN. 10' TALL AND 2.5" CALIPER AT TIME OF PLANTING.
2.LANDSCAPING SHALL COMPLY WITH THE HARNETT COUNTY LANDSCAPING
ORDINANCE AS SPECIFIED IN CHAPTER 7.
3.ALL DENUDED AREAS NOT SHOWN TO HAVE MULCH GROUND COVER SHALL BE
SEEDED WITH PERMANENT SEEDING IN ACCORDANCE WITH HARNETT COUNTY
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:
30' TYPE 'B' BUFFER
10' TYPE 'C' LANDSCAPE BUFFER
10' TYPE 'C' LANDSCAPE BUFFER
30' TYPE 'B' BUFFER
KEY
QP
QTY
15
BOTANICAL NAME COMMON NAME CONTAINER SIZE HEIGHT
B&B 2.5" CAL 10'
PLANTING SCHEDULE:
PIN OAK QUERCUS PALUSTRIS
RE 89 GAL.3 GAL.18"AZALEA, DWARF INDICA RHODODENDRON ERIOCARPUM
TREES
SHRUBS
DUMPSTER LANDSCAPE SCREENING
RELEASED FOR CONSTRUCTION UTILITY DETAILS ID-0117 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\D-01 SITE DETAILS I.DWGPLOTTED: 12/11/2020 9:28 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVE2"
1"
RELEASED FOR CONSTRUCTION
ONE-CALL CENTER
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA UTILITY DETAILS IID-0217 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\D-02 UTILITY DETAILS II.DWGPLOTTED: 12/11/2020 9:28 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVEFLOWFLOW
1'-0"
MINIMUM
OR
4" 3,000 P.S.I.
CONCRETE SLAB.
DIMENSIONS PER
BOX MANUFACTURER
SPECIFICATIONS
6" MIN.6"
MIN.18" MIN. BURYVARIES (SEE MANUFACTURER)6"MIN.
NO LEAD DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY
VARIES
(SEE MANUFACTURER)
NO LEAD REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
VARIES
(SEE MANUFACTURER)
THREADED
UNION
CLASS 1 OR CLASS 2, ASSE 1060
INSULATED WEATHERPROOF
ENCLOSURE ANCHORED TO
CONCRETE OR APPROVED
FIBERGLASS MOUNTING PAD
STANDARD 1" to 2" COMMERCIAL OUTDOOR BACKFLOW ASSEMBLY
NOTES:
1. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION
ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AWWA C511.
2. DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY SHALL
COMPLY WITH ASSE 1015 & AWWA C510.
3. BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED WITHIN 5
FEET OF THE METER BOX.
4. BACKFLOW PREVENTION ASSEMBLY SHALL BE CENTERED ON
CONCRETE OR APPROVED FIBERGLASS MOUNTING PAD AND
CENTERED WITHIN ENCLOSURE.
5. MINIMUM INSULATED CLASS I OR CLASS II, ASSE 1060
WEATHERPROOF ENCLOSURE REQUIRED (HEATING
OPTIONAL).
6. OPTIONAL 120V GFCI ELECTRICAL RECEPTACLE TO BE
INSTALLED IN ACCORDANCE WITH THE N.C. ELECTRICAL
CODE FOR OUTDOOR OPERATION.
7. PIPE MATERIAL SHALL BE PVC (SCH. 80 OR BETTER), COPPER
(TYPE K), OR 'NO LEAD' BRASS (UNS C89833 PER ASTM B584).
8. INSTALLATION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE
TOWN ORDINANCES AND SPECIFICATIONS IN ADDITION TO
THE N.C. PLUMBING CODE.
9. PROPERTY OWNER SHALL BE RESPONSIBLE FOR
MAINTENANCE AND OPERATION OF BACKFLOW ASSEMBLY
AND COMPLIANCE WITH REPORTING AND TESTING
REQUIREMENTS.
10. ALL BRASS COMPONENTS SHALL BE 'NO LEAD' BRASS
MEETING UNS C89833 AS PER ASTM B584.
GFCI ELECTRICAL RECEPTACLE
(OPTIONAL)
DRAIN PORT - PROVIDE POSITIVE
DRAINAGE OUT OF ENCLOSURE
(MINIMUM TWICE THE SIZE OF RPZ)NO LEAD BALL
VALVE
MINIMUM 2"
ANNULAR AREA
MINIMUM 6"
OPENING
4" CLEARANCE
1" CLEAR
VALVE BOX
26"x20" RECTANGULAR
19"
12.0
26"
3 1/2"
20"
13"
A BA
ELEVATION
ISOMETRIC
PLAN
PLASTIC
LID
6 3/4"x4" STEEL
HINGED ACCESS HATCH
SHOWN WITH EXTENSTION
20"
14"
21 1/2"
6 3/4"
22 3/4"
ABS PLASTIC
9"
RELEASED FOR CONSTRUCTION SITE DETAILS ID-0317 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\D-02 SITE DETAILS II.DWGPLOTTED: 12/11/2020 9:29 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVESCALE:
1
D-03
SIGN INSTALLATION DETAIL
NTS
POST
SLEEVE
ANCHOR
SEE
DETAIL B
SEE
DETAIL A
18"
MIN.
NOTES:SIGN HEIGHT PER M.U.T.C.D.UNLESS OTHERWISE DIRECTED BYC.O.S. TRAFFIC ENGINEERING DIVISIONPOST
SIGN 3/8" STEEL DRIVE RIVET
SLEEVE
ANCHOR
POST
3/8" STEEL DRIVE RIVET
2' MIN. BEHIND
CURB OR AT BACK
OF SIDEWALK
1"
30"
12"
38" DIA.
3/8" STEEL DRIVE RIVET
DETAIL B
ANCHOR ASSEMBLY
DETAIL A
SIGN MOUNTING
1.POST - 1-3/4" X 1-3/4" SQUARE PERFORATED
0.105" GALVANIZED STEEL TUBING
2.SLEEVE - 2-1/4" X 2-1/4" X 12", SQUARE
PERFORATED 0.105 GALVANIZED STEEL TUBING
3.ANCHOR - 2" X 2" X 30", SQUARE PERFORATED
0.105" GALVANIZED STEEL TUBING
4.STOP SIGNS & STREET SIGN SHALL BE
INSTALLED ON SAME POST.
Geogrid Installation on Curves
H / 2
H / 2 Note:
1. Check with manufacturer specifications
on correct direction of orientation for
geogrid to obtain proper strength.
3" of Soil Fill is Required Between
Overlapping Geogrid for Proper
Anchorage (Typ.)
Place Additional Pieces of Geogrid
When Angle Exceeds 20°
Drainage Fill20°Additional Drainage Fill
Extend Wall Height / 2
Geogrid Installation at Corners
Note:
1. Check with manufacturer specifications
on correct direction of orientation for
geogrid to obtain proper strength.
2. Corner units recommended for outside
corners. Availability May Vary.
H / 4
H / 4
H / 2
H / 2
Additional Drainage Fill
Extend Wall Height / 2
3" of Soil Fill is Required Between
Overlapping Geogrid for Proper
Anchorage (Typ.)Additional Geogrid Overlap
Extend Wall Height / 4
Drainage Fill
Compac Unit
Compac Elevation
Compac Plan
Cap Unit Elevation
Cap Unit Plan12'' ±18''8''4''18''10 1/2" ±Geogrid is to be Placed on Level
Backfill and Extended Over the
Fiberglass Pins. Place Next Unit.
Pull Grid Taught and Backfill.
Stake as required.
Grid & Pin ConnectionStrength DirectionStraight Split
Cap Unit Option
Dimensions & Availability Will
Vary by Region
Dimensions May Vary
by Region
Compac Unit
8"
Depth:
Height:
12"
Width:18"
Weight:90 lbs
Compac Unit/Base Pad Isometric Section View
Cap Unit
Weight:
Height:
Depth:
Width:
50 lbs
18"
10 1/2"
4"
Dimensions & Weight May Vary by Region
Base Leveling Pad Notes:
1. The leveling pad is to be
constructed of crushed stone
or 2,000 psi± unreinforced
concrete
2.The base foundation is to be
approved by the site geotechnical
engineer prior to placement of the
leveling pad.
Excavation
Limits
6" Crushed Rock or
Unreinforced Concrete
Leveling Pad
Unit Face
Section
Leveling Pad Detail
W6"
W + 12"
Elevation
6" Crushed Rock or
Unreinforced Concrete
Leveling Pad
8" or 16"
Step
Note:
1. The leveling pad is to be constructed of
crushed stone or 2000 psi ± unreinforced
concrete.
1/2" x 5 1/4"
Fiberglass Pins
Front Face
Top of Wall Steps
(2) - 4" Cap Units or (1) -
8" Cap Unit
Note:
1. Secure all cap units with Keystone
Kapseal or equal.
8" Keystone
Unit
4" Cap Unit
1.5' ±
Geogrid
CompacII Unit - Near Vertical Setback
Steel Fence or Railing
Concrete Filled Tube or
Form 8' o.c. Max.3' Min.Concrete Filled Tube or
Form 8' o.c. Max.
Fence Plan
Detail Fence Section & Plan Detail
Note:
Concrete filled tube or form to be set during the wall
construction, not drilled through geogrid afterwards.
when directly behind units.
Keystone
Compac
Unit
Keystone 4"
Cap Unit
SCALE:
6
D-03
RETAINING WALL DETAILS
NTS
GENERAL NOTES:
1.RETAINING WALL SHALL BE INTEGRALLY TINTED BROWN, RUST OR EARTH TONE.
2.DETAILS SHOWN REPRESENT A GENERIC SET OF STANDARDS THAT SHALL BE MET.
CONTRACTOR IS REQUIRED TO SUBMIT SHOP DRAWINGS TO THE OWNER FOR APPROVAL
PRIOR TO OBTAINING BUILDING PERMIT FROM TOWN OF FUQUAY-VARINA.
Compac Unit - Near Vertical Setback
Reinforced Soil
Retained Soil
Typical Reinforced Wall Section
Foundation Soil Design Height8" Min. Low Permeable Soil
24"
Grid Depth
Keystone Cap Unit
Keystone Compac
Unit
Unit Drainage Fill
(3/4" Crushed
Rock or Stone)
Finished Grade
Unreinforced Concrete
or Crushed Stone
Leveling Pad
Approximate
Limits of
Excavation
4" Perforated PVC
Drainage Tile
Note:
When site conditions require, wrap drainage
tile in 3/4" aggregate and filter fabric with
drainage composite or aggregate back drain
system, as directed by geotechnical engineer.
1/8" - 1/4"
8"
R7-8a 8"x12" SIGN
AT VAN ACCESSIBLE
SPACES ONLY
R7-8 OR R7-8a
12"x12" SIGN
R7-8D GS 20-37.6
9"x12" SIGN
GREEN
WHITE BACKGROUND
BLUE
WHITE SYMBOL
NOTE: SIGN POST
DETAIL THIS SHEET
30"30"R1-1
NOTE: REFER TO SIGN BASE DETAIL THIS
SHEET FOR ADDITIONAL INFO AND
INSTALLATION DETAILS
SCALE:
3
D-03
ACCESSIBLE PARKING SIGNAGE
NTSSCALE:
2
D-03
STOP SIGN
NTS
WALL BEYOND
CONCRETE BOLLARD CAP
10-3/16" I.D. STEEL PIPE
COLLAR WELDED TO STEEL POST
HINGE WELDED TO STEELGATE FRAME (SLIP FIT ON POST)
1" X 4" COMPOSITE PANELS
MECHANICALLY FASTENED
TO STRUCTURE (COLOR GREY)
HASP & PADLOCK
8" O.D. STEEL POST FILLED SOLID WITH
3000 PSI CONCRETE
2" SQUARE STEEL TUBING
WITH WELDED JOINTS (ON INSIDE)
10 3/16" I.D. STEEL PIPIE HINGE WELDED TO STEEL GATE FRAME
SLIP FIT ON POST
10 3/16" I.D. STEEL PIPE COLAR WELDED TO STEEL POST
1/2" STEEL PIN GATE STOP
3/4" I.D. STEEL PIPIE EMBEDED IN CONCRETE FOR PINTO DROP INTO WHEN CLOSED
REINFORCED CONCRETE PAD
3000 PSI CONCRETE FOUNDATION5'-4"8"1'-0"10"10"10"8'-0"6"
C3x4.1 CHANNEL AROUND METALGATE PANELS ALL 4 SIDES
10-3/16" I.D. STEEL PIPE
SCALE:
7
D-03
DUMPSTER ENCLOSURE GATE
NTS
PAINT
4'-0"VARIES (MIN. 6")3"2'-0"MOUND AND SMOOTH
CONCRETE
6" DIA. YELLOW PAINTED
STEEL PIPE FILLED WITH
3000 PSI CONCRETE.
PAVEMENT
ENCASEMENT
(3000 PSI)
24" DIA. CONC.
7 5/8"8'-4"2'-11"1'-0"2'-4"CAP TO MATCH WALL FINISH
8" CMU
8" BOND BEAM FILLED SOLID
(20) #4 BAR CONTINUOUS
#3 VERTICAL REBAR
AT 24" OC
HORIZONTAL JOINT REINFORCING
AT 16" OC
REINFORCED CONCRETE PAD
1/2" PREFORMED BITUMINOUS EXPANSIONJOINT WITH CAULK TO MATCH PAVING
#3 REBAR AT 32" OC
(3) # 5 REBAR CONTINUOUS
4" CRUSHED STONE
STUCCO FINISH TO
MATCH BUILDING
SCALE:
5
D-03
DUMPSTER ENCLOSURE
NTS
SCALE:
4
D-03
BOLLARD
NTS
RELEASED FOR CONSTRUCTION SITE DETAILS IID-0417 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\D-04 SITE DETAILS II.DWGPLOTTED: 12/11/2020 9:29 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVE1
1
SLAB12" TYP.12" WHITE
4" WHITE
STRIPE (TYP.)
8'-0"
4" WHITE STRIPE
8'-0"9'-0"8'-0"
VAN
STRIPE
(TYP
.
)
2
'
-
0
"MIN. 18'-0" TO FOCCONCRETE SIDEWALK
NOTE:
WHEELCHAIR RAMPS TO BE INSTALLED AT ALL
PAINTED H/C ACCESS STALLS ON THIS PROJECT.
WHEELCHAIR RAMPS TO BE INSTALLED AT ALL
CONC. SIDEWALK INTERSECTIONS.
PAINTED H/C ACCESS STALLS
9'-0"
VAN
MIN.MIN.MIN.MIN.MIN.
SCALE:
3
D-04
CONCRETE CORNER DETAIL
NTSSCALE:
1
D-04
90 DEG. HANDICAP STALLS - TYPICAL
NTS
30"
12"
6"
5"
7"
6"
12"
30"
30" SPILL LIP
NOT TO SCALE
6"
CONCRETE TO BE
AIR-ENTRAINED
LOW SUMP 3,000
PSI @ 28 DAYS6"
CONCRETE TO BE
AIR-ENTRAINED
LOW SUMP 3,000
PSI @ 28 DAYS
30" C&G
NOT TO SCALE
24"
12"
6"
5"
7"
6"
12"
24"
24" SPILL LIP
NOT TO SCALE
6"
CONCRETE TO BE
AIR-ENTRAINED
LOW SUMP 3,000
PSI @ 28 DAYS6"
CONCRETE TO BE
AIR-ENTRAINED
LOW SUMP 3,000
PSI @ 28 DAYS
24" C&G
NOT TO SCALE
SCALE:
5
D-04
CURB AND GUTTER
NTS
4"
COMPACTED
SUBGRADEWIDTH VARIESSEE SITE PLANMEDIUM BROOM
FINISH
SMOOTH FINISH 11
2" WIDE
EACH SIDE OF SCORING
AND AT PAVEMENT EDGES
PROVIDE 1
2" BIT. EXPANSION JOINT @ 30' O.C.
WITH JOINT SEALER AS SPECIFIED-1
2" THICK
116" BELOW FLUSH ON 12" THICK EXPANSION
JOINT. PLACE EXP. JOINT WHERE SHOWN ON
PLAN, WHERE NEW POUR IS CONTIGUOUS TO
ANY STRUCTURE, AND AT 30' O.C. MAX.
PLAN
4000 PSI CONCRETE @
26 DAYS
1
4" x 3
4" TOOLED
JOINT WITH RADIUS
EDGES.
MEDIUM BROOM FINISH
PERPENDICULAR TO
TRAFFIC FLOW
HAND TROWEL SCORE JOINT
14" x 34" DEEP WITH TOOL
BANDING. SEE SITE PLAN
FOR SCORE JOINT SPACING. 3"
(TYP.)
1/2" DIA. RODS 2'-0" LONG
BITUMINOUS SURFACE
2-#3 BARS
1 1/2" CHAMFER
PARKING AREA
SECTION A-A4"ASPHALT CEMENTSEAL HOLES W/
BASE COURSE 6"6"
6"
ELEVATION
1/2" DIA. RODS 2'-0" LONG
BITUMINOUSSURFACE
9"
12"
2'-0"MIN.1'-0'2'-6"2'-6"
7'-0"
BASE COURSE
A
1 1/2" CHAMFER
1'-0"
A
*
NOTE:
ANCHOR RODS TO BE SLEEVED OR
GREASED THRU CONC. CURBS TO
PERMIT RELOCATION OF CURBS.
SCALE:
6
D-04
CONCRETE SIDEWALK - SITE
NTS
SCALE:
2
D-04
WHEEL STOP
NTS
DUMPSTER PAD &
FLEXIBLE PAVEMENT
@ 28 DAYS
4,000 PSI CONC.
6" THICK
COMPACTED
SUBGRADE
NOT TO SCALE
HEAVY DUTY
RIGID PAVEMENT
NOT TO SCALE
HEAVY DUTY
6" CABC
COMPACTED
SUBGRADE
3,000 PSI CONC.
@ 28 DAYS
4" THICK
COMPACTED
SUBGRADE
NOT TO SCALE
LIGHT DUTY
RIGID PAVEMENT
SIDEWALKS & H.C. RAMPS
FLEXIBLE PAVEMENT
NOT TO SCALE
LIGHT DUTY
ASPHALT
2" ACSCTYPE SF9.5A
PAVEMENT SECTIONS - PRIVATE DEVELOPMENT
LOADING AREA
6" CABC
8" CABC
COMPACTED
SUBGRADE
ASPHALT
3" ACSCTYPE SF9.5A
*NOTE THAT THE HEAVY DUTY FLEXIBLE PAVEMENT
MAY BE MODIFIED AT THE OWNER'S DISCRETION.
6"6"x12" NIPPLE
6" 45° ELBOW
6" NIPPLE
IN-LINE WYE
SEE ROOF
DRAINAGE PLAN
FOR PIPE SIZE
AND GRADE
6" 90° ELBOW
PVC CAP
FABRICATE
TRANSITION
ROOF DRAIN
(DOWN SPOUT)24" MIN. BURYSCALE:
4
D-04
ROADWAYS & PARKING LOTS
NTS
PAVEMENT SECTIONS - PRIVATE
SCALE:
7
D-04
ROOF DRAIN TIE-IN
NTS
RELEASED FOR CONSTRUCTION STORM DRAINAGE DETAILSD-0517 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\D-05 STORM DRAINAGE DETAILS.DWGPLOTTED: 12/11/2020 9:29 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVESCALE:
7
D-05
FLARED END SECTION
NTS
REFER TO D-06 FOR
RIP-RAP DETAIL
GENERAL NOTES:
ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
2.
1.
4.
PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
END VIEW
5.
THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
3.
SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
PLAN
6.
REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.TETC B
L = LENGTH
TABLE OF DIMENSIONS
D T A B C E L WT.
12"2-1/4"4"2'-0"4'-1"2'-0"6'-1"730
15"2-1/4"6"2'-3"3'-10"2'-0"6'-1"730
18"2-1/2"9"2'-3"3'-10"3'-0"6'-1"1190
24"3"10"3'-8"2'-6"4'-0"6'-2"1770
30"3-1/2"1'-0"4'-6"1'-8"5'-0"6'-2"2380
36"4"5'-3"2'-11"6'-0"8'-2"5320
42"4-1/2"5'-3"2'-11"6'-6"8'-2"5920
48"5"6'-0"2'-2"7'-0"8'-2"7470
54"5-1/2"5'-6"2'-10"7'-6"8'-4"8810
60"6"5'-0"3'-3"8'-0"8'-3"11180
66"6-1/2"6'-0"2'-3"8'-6"8'-3"12530
72"7"6'-6"1'-9"9'-0"8'-3"13980
1'-3"
1'-9"
2'-0"
2'-3"
2'-6"
3'-0"
3'-0"TDTTDTD+1"AT TE
CL
D 18"SECTION
NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.7.
CL
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M170, TABLE 2, WALL B.
4"
3:1 SLO
P
E
ALTERNATE WALLCONFIGURATION
1'-6"
SCALE:
1
D-05
CONCRETE CATCH BASIN 1 of 2
NTS SCALE:
2
D-05
CONCRETE CATCH BASIN 2 OF 2
NTS SCALE:
3
D-05
FRAME, GRATES, AND HOOD 1 OF 2
NTS
SCALE:
4
D-05
FRAME, GRATES, AND HOOD 2 OF 2
NTS SCALE:
5
D-05
CONCRETE DROP INLET
NTS SCALE:
6
D-05
DROP INLET FRAME & GRATE
NTS
RELEASED FOR CONSTRUCTION LANDSCAPE DETAILSD-0617 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\D-06 LANDSCAPE DETAILS.DWGPLOTTED: 12/11/2020 9:29 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVESCALE:
1
D-06
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 BALL
REMOVE 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 HOSE
PAINTED 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
D-06
TREE PLANTING
NTS SCALE:
3
D-06
TREE PLANTING ON SLOPE
NTS
SCALE:
4
D-06
MACHINE DUG TREE PLANTING
NTS
SCALE:
6
D-06
SHRUB PLANTING
NTS
SCALE:
5
D-06
SHRUB PLANTING ON SLOPE
NTS
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.
NOTE:
CONSTRUCTION ENTRANCE/EXIT
SILT FENCE OUTLET
TEMP. SEED/MULCH/PERM. SEED
OUTLET PROTECTION
TS M
PS
DIVERSION DITCH
ROCK CHECK DAM
INLET PROTECTION
SEDIMENT BASIN
STOCKPILE
COIR WATTLE
SILT FENCE
TREE PROTECTION FENCE
DISTURBANCE LIMITS
CONCRETE WASH AREAN 04°53'33"E 254.62'S 86°39'37"E 346.66'S 20°15
'22
"E
201
.80
'
S
4
8
°
4
4
'
2
6
"
E
1
9
0
.
2
5
'
N 87°46'11"W 526.33'
C
1
J A R C O D R I V E
60' PUBLIC R/W
Wx
Wx
W x WxWxWx3303353353303303253253253203203203153103
1
5
3103153103053002
9
5
295
3
0
5 30
0
TS M
PS
TS M
PS
TS M
PS
TS M
PS
TS M
PS
TS M
PS
N
RELEASED FOR CONSTRUCTION
ONE-CALL CENTER
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA EROSION CONTROL PLAN - INITIAL PHASEEC-0117 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALE20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\EC-01 EROSION CONTROL PLAN.DWGPLOTTED: 12/11/2020 9:30 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVELEGEND:
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 FIELD.
2.TOTAL DISTURBED AREA = 2.50 AC.
3.REFER TO DETAIL SHEETS FOR CONSTRUCTION SEQUENCE,
EROSION CONTROL NARRATIVE, MAINTENANCE NOTES,
STABILIZATION INSTRUCTIONS & EROSION CONTROL DETAILS.
4.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CURRENT TOWN OF FUQUAY-VARINA STANDARDS AND
REGULATIONS.
5.THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS
SHOWN ON THIS PLAN WITHOUT AN APPROVED PLAN
AMENDMENT BY WAKE COUNTY ENVIRONMENTAL SERVICES.
6.ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION
TABLE.
7.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
SELF-INSPECTION LOG.
8.PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL
DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE
THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER).
NOTES:
CONSTRUCTION
ENTRANCE
SILT
FENCE
LIMITS OF
DISTURBANCE
SILT FENCE
OUTLET
SILT FENCE
OUTLET
INLET
PROTECTION
INLET
PROTECTION
INLET
PROTECTION
INLET
PROTECTION
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
MINIMUM DEPTH: 2.0'
VOLUME REQUIRED = 4,498 CF
SURFACE AREA REQUIRED = 4,152 SF
SURFACE AREA PROVIDED = 4,232 SF
TOP OF BASIN ELEVATION = 309.00
SURFACE AREA ELEVATION = 309.00
BOTTOM OF BASIN ELEVATION = 306.00
CLEANOUT ELEVATION = 309.00
EMERGENCY SPILLWAY LENGTH = 20'
EMERGENCY SPILLWAY ELEVATION = 308.5
SKIMMER SIZE = 2 INCH, 1.5 INCH ORIFICE
DEWATERING TIME = 2.12 DAYS
SKIMMER SEDIMENT BASIN
ROCK CHECK DAM
CLASS 'B' RIP-RAP
DOWN TO BASIN
TEMPORARY DIVERSION DITCH
SKIMMER BASIN
TEMPORARY DIVERSION DITCH
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
AREA W/ SILT FENCE
MIN. 50' FROM BASIN
AND INLETS
COIR
WATTLE
COIR
WATTLE
SILT FENCE CORNER TO
BE REINFORCED WITH
METAL FENCING
SILT FENCE
OUTLET
SILT FENCE
OUTLET
ALL GROUND TO BE
STABILIZED WITHIN 7 DAYS
WWWWN 04°53'33"E 254.62'S 86°39'37"E 346.66'S 20°15
'22
"E
201
.80
'
S
4
8
°
4
4
'
2
6
"
E
1
9
0
.
2
5
'
N 87°46'11"W 526.33'
C
1
J A R C O D R I V E
60' PUBLIC R/W
Wx
Wx
W x WxWxWx3303353353303303253253253203203203153103
1
5
3103153103053002
9
5
295
3
0
5 30
0
INDUSTRIAL/WAREHOUSE
AREA
7,100 SF
FFE = 330.00
OFFICE
AREA
2,500 SF
SEPTIC
FIELD
DRY
DETENTION
SCM305320325
330335
325335330 3
2
0
310
327
330
320 31
5
330
325
301302303 304 306
30
7
318319321323324326327329331
334 333
327
3263343333323313293
3
6
324
3
2
3
3
2
1
309
30
8
308
309
311
322329
TS M
PS
TS M
PS
TS M
PS
TS M
PS
TS M
PS
TS M
PS
CONSTRUCTION ENTRANCE/EXIT
SILT FENCE OUTLET
TEMP. SEED/MULCH/PERM. SEED
OUTLET PROTECTION
TS M
PS
DIVERSION DITCH
ROCK CHECK DAM
INLET PROTECTION
SEDIMENT BASIN
STOCKPILE
COIR WATTLE
SILT FENCE
TREE PROTECTION FENCE
DISTURBANCE LIMITS
CONCRETE WASH AREA
N
RELEASED FOR CONSTRUCTION
ONE-CALL CENTER
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA EROSION CONTROL PLAN - CONSTRUCTION PLANEC-0217 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALE20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\EC-02 EROSION CONTROL PLAN -CONSTRUCTION PLAN.DWGPLOTTED: 12/11/2020 9:30 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVELEGEND:
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 FIELD.
2.TOTAL DISTURBED AREA = 2.50 AC.
3.REFER TO DETAIL SHEETS FOR CONSTRUCTION SEQUENCE,
EROSION CONTROL NARRATIVE, MAINTENANCE NOTES,
STABILIZATION INSTRUCTIONS & EROSION CONTROL DETAILS.
4.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CURRENT TOWN OF FUQUAY-VARINA STANDARDS AND
REGULATIONS.
5.THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS
SHOWN ON THIS PLAN WITHOUT AN APPROVED PLAN
AMENDMENT BY WAKE COUNTY ENVIRONMENTAL SERVICES.
6.ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION
TABLE.
7.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
SELF-INSPECTION LOG.
8.PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL
DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE
THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER).
NOTES:
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 unless otherwise noted
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
MINIMUM DEPTH: 2.0'
VOLUME REQUIRED = 4,498 CF
SURFACE AREA REQUIRED = 4,152 SF
SURFACE AREA PROVIDED = 4,232 SF
TOP OF BASIN ELEVATION = 309.00
SURFACE AREA ELEVATION = 309.00
BOTTOM OF BASIN ELEVATION = 306.00
CLEANOUT ELEVATION = 309.00
EMERGENCY SPILLWAY LENGTH = 20'
EMERGENCY SPILLWAY ELEVATION = 308.5
SKIMMER SIZE = 2 INCH, 1.5 INCH ORIFICE
DEWATERING TIME = 2.12 DAYS
SKIMMER SEDIMENT BASIN
CONSTRUCTION
ENTRANCE
SILT
FENCE
LIMITS OF
DISTURBANCE
SILT FENCE
OUTLET
SILT FENCE
OUTLET
INLET
PROTECTION
INLET
PROTECTION
INLET
PROTECTION
INLET
PROTECTION
INSTALL MAT AND PLANT
STABILIZING VEGETATION
AS SOON AS SLOPE
GRADING IS COMPLETE.
SEE CONSTRUCTION
SEQUENCE FOR
CONVERSION OF
SEDIMENT BASIN TO BMP
CONCRETE WASHOUT
AREA W/ SILT FENCE
MIN. 50' FROM BASIN
AND INLETS
RELEASED FOR CONSTRUCTION EROSION CONTROL DETAILS IEC-0317 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\EC-02 EROSION CONTROL DETAILS I.DWGPLOTTED: 12/11/2020 9:30 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVEMAINTENANCE/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.
·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 NC DEMLR 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 NC DEMLR 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 = 2.50 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 HUGH SURLES AT (919) 422-7065.
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
WAKE 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 WAKE 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 WAKE COUNTY
REQUIREMENTS. IF GROWTH IS NOT ESTABLISHED BY FINAL PROJECT INSPECTION, CONTINUE SPECIFIED ATTENTION UNTIL THE STAND OF GRASS IS ACCEPTABLE.
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 WAKE 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 & GRUB AND MASS GRADING FOR AN INDUSTRIAL WAREHOUSE/DISTRIBUTION FACILITY. THE PROPERTY IS PRIVATELY OWNED.
SEE OWNER INFORMATION ON EXISTING CONDITIONS PLAN. THE SITE IS CURRENTLY UNDEVELOPED.
APPROXIMATELY 2.50 ACRES WILL BE DISTURBED DURING CONSTRUCTION. THE MAXIMUM FILL WILL BE APPROX. 6 FEET AND THE MAXIMUM CUT WILL BE APPROX. 10 FEET.
THIS PROJECT WILL INVOLVE REMOVAL OF TOPSOIL TO CREATE RESIDENTIAL ROADWAY, INFRASTRUCTURE, & PAD READY LOTS. AN UNDERGROUND STORM DRAINAGE
SYSTEM WILL BE INSTALLED TO CONVEY STORMWATER TO PERMANENT STORMWATER MANAGEMENT AREAS.
THE PROJECT IS SCHEDULED TO BEGIN CONSTRUCTION IN LATE FALL 2020 TO EARLY WINTER 2020 WITH PROJECT COMPLETION AND FINAL STABILIZATION BY SUMMER 2021.
THE EROSION AND SEDIMENT CONTROL PROGRAM FOR THIS PROJECT WILL INCLUDE THE INSTALLATION OF A SUITABLE CONSTRUCTION ENTRANCE, TEMPORARY SILT
FENCING, SILT FENCE OUTLETS, DIVERSION DITCHES, INLET PROTECTION MEASURES AND SEDIMENT BASINS.
ADJACENT PROPERTY
ADJACENT PROPERTY OWNERS ARE NOTED ON THE EXISTING CONDITIONS PLAN.
NATIVE SOILS
THE SOILS AT THIS SITE ARE PREDOMINATELY LOAMY SANDS. SOILS ARE MOSTLY WELL DRAINED WITH Ksat RANGES FROM MODERATELY HIGH TO HIGH. SLOPES ARE LARGELY
BETWEEN 2 TO 6% AND 8 TO 15%. SOILS ONSITE ARE CECIL FINE SANDY LOAM (CeD) AND DOTHAM LOAMY SAND (DoB).
1.OBTAIN A LAND-DISTURBING PERMIT FROM NCDENR.
2.SCHEDULE A PRECONSTRUCTION CONFERENCE WITH NCDENR AT LEAST ONE WEEK PRIOR TO START OF LAND DISTURBANCE.
3.CLEAR THE AREA NEEDED TO CONSTRUCT THE PROPOSED CONSTRUCTION ENTRANCE.
4.CONSTRUCT THE ENTRANCE AS SHOWN ON THE PLANS. MAINTAIN THE CONSTRUCTION ENTRANCE DAILY TO ENSURE THAT MUD AND SILT WILL NOT BE TRACKED ONTO
THE PAVED SURFACE. IF MUD IS TRACKED ONTO THE SURFACE, IT IS TO BE REMOVED IMMEDIATELY.
5.CLEAR THE AREA NEEDED TO CONSTRUCT THE REMAINDER OF PERIMETER EROSION CONTROL MEASURES INCLUDING SILT FENCE, ROCKS CHECK DAMS, TEMPORARY
DIVERSIONS, SKIMMER BASIN, AND OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. INSTALL PROPOSED DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND
BASINS IMMEDIATELY AFTER CONSTRUCTION.
6.CLEAR AND INSTALL THE SKIMMER SEDIMENT BASIN. INSTALL COIR MESH BAFFLES, SKIMMER DEVICES, AND OTHER FEATURES AND STABILIZE IMMEDIATELY AFTER
CONSTRUCTION. THE PERMANENT RISER STRUCTURES FOR THE FUTURE WET DETENTION BASINS SHALL BE INSTALLED AT THIS TIME.
7.CALL NCDENR FOR AN ONSITE INSPECTION BY THE ONSITE INSPECTOR TO OBTAIN A CERTIFICATE OF COMPLIANCE.
8.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
9.ROUGH GRADE ROADWAY.
10.CONSTRUCT SEPTIC FIELD AND WATER LINES THROUGHOUT PROJECT.
11.INSTALL STORM SEWER, AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE
PLAN.
12.INSTALL THE RETAINING WALL.
13.CONTINUE WITH MASS GRADING OF SITE AND BEGIN CONSTRUCTION, BUILDING, ETC.
14.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS WITHIN 7 OR 14
DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION.
15.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL NCDENR ON SITE INSPECTOR.
16.IF SITE IS APPROVED AND ALL UPSTREAM AREAS ARE STABILIZED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS, ETC., AND SEED OUT OR
STABILIZE ANY RESULTING BARE AREAS. EXISTING STORM DRAINAGE SYSTEM SHALL BE CLEANED OF ANY SEDIMENT.
17.GRADE BMP AND INSTALL SKIMMER. STABILIZE ALL GRADING FROM BMP EXCAVATION.
18.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE ONSITE INSPECTOR. OBTAIN A CERTIFICATE OF COMPLETION.
19.SUBMIT NOTICE OF TERMINATION TO NCDENR.
·INSPECTOR REFERS TO NORTH CAROLINA LAND QUALITY INSPECTOR OR HIS REPRESENTATIVE, FIELD INSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND
EROSION CONTROL MEASURES AS DEEMED NECESSARY BY THE INSPECTOR.
·CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF
NATURAL RESOURCES LAND QUALITY SECTION: EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
·THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL MEASURES DURING CONSTRUCTION AND THE OWNER IS RESPONSIBLE FOR ALL
PERMANENT EROSION CONTROL METHODS AFTER CONSTRUCTION IS COMPLETE, IF ANY PERMANENT METHODS ARE REQUIRED.
CONSTRUCTION SEQUENCE:
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 FAYETTEVILLE REGIONAL OFFICE AT (910)
433-3300.
NOTIFICATION OF COMBINED SELF-MONITORING AND SELF-INSPECTION FORM:
RELEASED FOR CONSTRUCTION EROSION CONTROL DETAILS IIEC-0417 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\EC-03 EROSION CONTROL DETAILS II.DWGPLOTTED: 12/11/2020 9:31 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVESCALE:
1
EC-04
INLET PROTECTION
NTS
STANDARD METAL POSTS 2' IN GROUND
GALVANIZED HARDWARE
WIRE EXTENDS TO TOP OF BOX
#57 WASHED STONE PLACED TO A
HEIGHT OF 12"-18" MIN. ABOVE TOP OF BOX.
BURY BOTTOM
OF PLYWOOD
UPSTREAM END OF
STORM DRAIN OVERFLOW
1/3 PIPE DIAMETER
3
4" 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:
2
EC-04
TEMPORARY DIVERSION DITCH
NTS
SCALE:
3
EC-04
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.
SCALE:
5
EC-04
TEMPORARY DIVERSION DITCH
NTS
SCALE:
6
EC-04
COIR FIBER WATTLE DETAIL
NTS
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:
4
EC-04
SEEDING SCHEDULE
NTS
SCALE:
7
EC-04
RIP-RAP OUTLET PROTECTION
NTS
RELEASED FOR CONSTRUCTION EROSION CONTROL DETAILS IIIEC-0517 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\EC-04 EROSION CONTROL DETAILS III.DWGPLOTTED: 12/11/2020 9:31 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVESCALE:
1
EC-05
SKIMMER SEDIMENT BASIN
NTS
·
·
·
·
·
·
’
-
“
”
-
-
®
SCALE:
2
EC-05
POROUS BAFFLE
NTS
SCALE:
3
EC-05
DEWATERING SKIMMER
NTS
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 WIRE
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
EC-05
STANDARD CONSTRUCTION ENTRANCE
NTS
SCALE:
5
EC-05
STANDARD TEMPORARY SILT FENCE
NTS
SCALE:
6
EC-05
STANDARD SILT FENCE OUTLET
NTS
50' MIN.
20'
BURY WIRE FENCE
AND HARDWARE
CLOTH
RELEASED FOR CONSTRUCTION EROSION CONTROL DETAILS IVEC-0617 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALEDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\EC-05 EROSION CONTROL DETAILS III.DWGPLOTTED: 12/11/2020 9:31 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVE1.APPLY SEED, STRAW AND TACK WITH RS OR CRS LIQUID EMULSIFIED ASPHALT AT A RATE
EQUAL TO 10 GAL. PER 1000 S.F. COVER W/FIBERGLASS NETTING.
2.STAPLE EVERY 24" ALONG PERIMETER EDGES AND OVERLAPS. STAPLE EVERY 36" TO 48"
RANDOMLY TO SECURE NETTING.
3.INSTALL TEMPORARY STRAW MATTING ALONG PROPOSED 3:1 FILL SLOPES TO PROMOTE
VEGETATION/SLOPE STABILIZATION, AS NEEDED.
4.SLOPE STABILITY AND MATTING SHALL BE REGULARLY MONITORED, ESPECIALLY AFTER RAIN
EVENTS. ADDITIONAL MATTING SHALL BE INSTALLED TO REPLACE DAMAGED OR MISSING
MATTING MATERIAL UNTIL VEGETATION HAS BEEN PROPERLY ESTABLISHED AND SITE IS
ACCEPTED.
SCALE:
1
EC-06
TEMPORARY LINER
NTS
SCALE:
2
EC-06
CONCRETE WASHOUT STRUCTURE
NTS
SCALE:
3
EC-06
BLANKET ON SLOPES
NTS
INSTALLATION OF EROSION CONTROL
TRANSVERSE CHECK SLOT
STEP 2: STAKE MAT INTO SLOT
DOWNSTREAM TERMINAL
STEP 1: CUT TERMINAL SLOT
9"
6"
1'-2"
15"
5'
3"
3'
STEP 2: SNUG MAT INTO SLOT
UPSTREAM TERMINAL
STEP 1: CUT TERMINAL SLOT
1'-2"
ROLLED EROSION CONTROL PRODUCT
MAINTENANCE
1. INSPECT ROLLED EROSION CONTROL PRODUCTS DAILY AND AFTER EVERY 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.
DETAIL REFERENCE 6.17 NC ESCPDM
STEP 4:
A. REVERSE MAT ROLL DIRECTION TO OVERLAY CHECK SLOT
B. STAKE MAT TO ANCHOR TERMINAL
STEP 3:
A. STAKE MAT INTO SLOT
B. USE 1"X3" PRESSURE-TREATED BOARD TO BRACE MAT AGAINST VERTICAL CUT
C. BACKFILL AND COMPACT
STEP 3: TUCK MAT LAP INTO SLOT
& STAKE
STEP 2: WORK UPSTREAM ACROSS,
CHECK SLOT LAP BACK 15"
STEP 4: BACKFILL AND PROGRESS UPSTREAM
PULL OUT TEMPORARY STAKES WHEN NO
LONGER NEEDED FOR TENSIONONG
STEP 4:
A. ROLL MAT UP STREAM OVER REFILLED TERMINAL
B. STAKE MAT DOWN TO ANCHOR TERMINAL
C. PROGRESS UPSTREAM WITH ROLL
STEP 1: CUT CHECK SLOT
TEMPORARILY STAKE MAT
UNDER MODERATE TENSION
STEP 3: BACKFILL TERMINAL SLOT
SLOPE
FLO
WSLOP
E
PARALLEL OVERLAPS - SAME MAT
12"
NOTES
1.INSTALLATION OF EROSION CONTROL MAT/BLANKETS SHALL
COMPLY WITH MANUFACTURER'S SPECIFICATIONS.
2.TEMPORARY EROSION CONTROL BLANKET USE ONE 9"
BIO-STAKE OR SOD PIN (SEE DETAIL).
3.PERMANENT EROSION CONTROL BLANKETS USE 12" SOD PIN
(SEE DETAIL)
SCALE:
4
EC-06
EROSION CONTROL MAT
NTS
N 04°53'33"E 254.62'S 86°39'37"E 346.66'S 20°15
'22
"E
201
.80
'
S
4
8
°
4
4
'
2
6
"
E
1
9
0
.
2
5
'
N 87°46'11"W 526.33'
C
1
J A R C O D R I V E
60' PUBLIC R/W
Wx
Wx
W x WxWxWx3303353353303303253253253203203203153103
1
5
3103153103053002
9
5
295
3
0
5 30
0
119495 SF
2.74 AC
C=0.3
N
RELEASED FOR CONSTRUCTION PRE-DEVELOPMENT DA MAPSW-0117 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALE20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\SW-01 PRE-DEVELOPMENT DA MAP.DWGPLOTTED: 12/11/2020 9:31 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVE1.PLANIMETRICS & TOPOGRAPHY SHOWN PER HARNETT COUNTY GIS
2.SOILS ARE OF HYDROLOGIC GROUP "B" SOILS. SOILS INFORMATION
SHOWN PER WAKE COUNTY GIS.
3.DRAINAGE AREA ONLY INCLUDES ON-SITE DRAINAGE AND OFF-SITE
DRAINAGE THAT IS DRAINS THROUGH PROJECT IN THE PRE & POST
DEVELOPMENT.
GENERAL NOTES:
N 04°53'33"E 254.62'S 86°39'37"E 346.66'S 20°15
'22
"E
201
.80
'
S
4
8
°
4
4
'
2
6
"
E
1
9
0
.
2
5
'
N 87°46'11"W 526.33'
C
1
J A R C O D R I V E
60' PUBLIC R/W
Wx
Wx
W x WxWxWx3303353353303303253253253203203203153103
1
5
3103153103053002
9
5
295
3
0
5 30
0
305320325330335
325335330 3
2
0
310
327
330
320 31
5
330
325
301302303 304 306
30
7
318319321323324326327329331
334 333
327
3263343333323313293
3
6
324
3
2
3
3
2
1
309
30
8
308
309
311
322329
120843 SF
2.77 AC
C=0.48
RELEASED FOR CONSTRUCTION POST-DEVELOPMENT DA MAPSW-0217 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALE20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\SW-02 POST-DEVELOPMENT DA MAP.DWGPLOTTED: 12/11/2020 9:32 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVEN
1.PLANIMETRICS & TOPOGRAPHY SHOWN PER HARNETT COUNTY GIS
2.SOILS ARE OF HYDROLOGIC GROUP "B" SOILS. SOILS INFORMATION
SHOWN PER WAKE COUNTY GIS.
3.DRAINAGE AREA ONLY INCLUDES ON-SITE DRAINAGE AND OFF-SITE
DRAINAGE THAT IS DRAINS THROUGH PROJECT IN THE PRE & POST
DEVELOPMENT.
GENERAL NOTES:
305320325330335
325335330 3
2
0
310
327
330
320 31
5
330
325
301302303 304 306
30
7
318319321323324326327329331
334 333
327
3263343333323313293
3
6
324
3
2
3
3
2
1
309
30
8
308
309
311
322329N 04°53'33"E 254.62'S 86°39'37"E 346.66'S 20°15
'22
"E
201
.80
'
S
4
8
°
4
4
'
2
6
"
E
1
9
0
.
2
5
'
N 87°46'11"W 526.33'
C
1
J A R C O D R I V E
60' PUBLIC R/W
Wx
Wx
W x WxWxWx3303353353303303253253253203203203153103
1
5
3103153103053002
9
5
295
3
0
5 30
0
50929 SF
1.17 AC
C=0.81
9577 SF
0.22 AC
C=0.5
7959 SF
0.18 AC
C=0.6
50953 SF
0.43 AC
C=0.55
RELEASED FOR CONSTRUCTION STORM DRAINAGE DA MAPSW-0317 / 20202019-0652020-08-17NCDEQ COMMENTS22020-08-20HARNETT COUNTY COMMENTS32020-09-09NCDEQ COMMENTS42020-09-22NCDEQ COMMENTS52020-11-10HRW COMMENTS62020-12-11RELEASED FOR CONSTRUCTIONSCALE20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2019\2019-065 HAL FARTHING - JARCO LOT 9 - HARNETT COUNTY\PLANS\SITE PLAN\SHEET FILES\SW-03 STORM DRAINAGE DA MAP.DWGPLOTTED: 12/11/2020 9:32 AMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043SEAL 24 x 36LOT #9 - JARCO DRIVEN1.PLANIMETRICS & TOPOGRAPHY SHOWN PER HARNETT COUNTY GIS
2.SOILS ARE OF HYDROLOGIC GROUP "B" SOILS. SOILS INFORMATION
SHOWN PER WAKE COUNTY GIS.
3.DRAINAGE AREA ONLY INCLUDES ON-SITE DRAINAGE AND OFF-SITE
DRAINAGE THAT IS DRAINS THROUGH PROJECT IN THE PRE & POST
DEVELOPMENT.
GENERAL NOTES: