SWA000168_Griffon Pointe Subd Ph1 CDs_20221129

WATER UTILITY NOTES:
A. THE FIRE MARSHAL'S OFFICE SHALL APPROVE ALL HYDRANT TYPES AND LOCATIONS IN NEW SUBDIVISIONS. HOWEVER, HARNETT REGIONAL WATER (HRW)
PREFERS THE CONTRACTORS TO INSTALL ONE OF THE FOLLOWING FIRE HYDRANTS:
1. MUELLER -SUPER CENTURION 250 A-423 MODEL WITH A 5'/4' MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE);
2. AMERICAN DARLING -MARK B-84-B MODEL WITH A 5'/4" MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE);
3. WATEROUS -PACER B-67-250 MODEL WITH A 5'/" MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE) OR APPROVED EQUAL
FOR STANDARDIZATION.
B. FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE IN THE VICINITY OF ANY FIRE HYDRANT WHICH IMPEDES ITS OPERATION SHALL
BECOME THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR CORRECTION. CORRECTIONS WILL BE MONITORED BY THE HRW UTILITY CONSTRUCTION
INSPECTOR AND THE HARNETT COUNTY FIRE MARSHAL.
C. THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND PROVIDE THE NCDENR "AUTHORIZATION TO CONSTRUCT" PERMIT TO THE UTILITY CONTRACTOR BEFORE
THE CONSTRUCTION OF THE WATER LINE SHALL BEGIN. THE UTILITY CONTRACTOR MUST POST A COPY OF THE NCDENR "AUTHORIZATION TO CONSTRUCT"
PERMIT ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER
SUPPLY SECTION (NCDENR-DEH,PWSS) ON SITE PRIOR TO THE START OF CONSTRUCTION. THE PERMIT MUST BE MAINTAINED ON SITE THROUGHOUT THE ENTIRE
CONSTRUCTION PROCESS OF THE PROPOSED WATER LINES THAT WILL SERVE THIS PROJECT.
D. THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT REGIONAL WATER (HRW) AND THE PROFESSIONAL ENGINEER (PE) AT LEAST TWO DAYS PRIOR TO
CONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH MR. ALAN MOSS, HRW UTILITY
CONSTRUCTION INSPECTOR AT LEAST TWO (2) DAYS BEFORE CONSTRUCTION WILL BEGIN AND THE UTILITY CONTRACTOR MUST COORDINATE WITH HRW FOR
REGULAR INSPECTION VISITATIONS AND ACCEPTANCE OF THE WATER SYSTEM(S). CONSTRUCTION WORK SHALL BE PERFORMED ONLY DURING THE NORMAL
WORKING HOURS OF HRW WHICH IS 8:00 AM - 5:00 PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS NOT PERMITTED BY HRW.
E. THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HRW AND THE UTILITY CONTRACTOR WITH A SET OF NCDENR APPROVED PLANS MARKED "RELEASED FOR
CONSTRUCTION" AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE REGISTERED LAND SURVEYOR (RLS) SHOULD STAKE OUT ALL LOT CORNERS
AND THE GRADE STAKES FOR THE PROPOSED FINISH GRADE FOR EACH STREET BEFORE THE UTILITY CONTRACTOR BEGINS CONSTRUCTION OF THE WATER
LINE(S). THE GRADE STAKES SHOULD BE SET WITH A CONSISTENT OFFSET FROM THE STREET CENTERLINE SO AS NOT TO INTERFERE WITH THE STREET
GRADING AND UTILITY CONSTRUCTION.
F. THE UTILITY CONTRACTOR SHALL PROVIDE THE HRW UTILITY CONSTRUCTION INSPECTOR WITH MATERIAL SUBMITTALS AND SHOP DRAWINGS FOR ALL
PROJECT MATERIALS PRIOR TO THE CONSTRUCTION OF ANY WATER LINE EXTENSION(S), AND ASSOCIATED WATER SERVICES IN HARNETT COUNTY. THE
MATERIALS TO BE USED ON THE PROJECT MUST MEET THE ESTABLISHED SPECIFICATIONS OF HRW AND BE APPROVED BY THE ENGINEER OF RECORD PRIOR TO
CONSTRUCTION. ALL SUBSTANDARD MATERIALS OR MATERIALS NOT APPROVED FOR USE IN HARNETT COUNTY FOUND ON THE PROJECT SITE MUST BE
REMOVED IMMEDIATELY WHEN NOTIFIED BY THE HRW UTILITY CONSTRUCTION INSPECTOR.
G. THE WATER MAIN(S), FIRE HYDRANTS, SERVICE LINES, METER SETTERS AND ALL ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN STRICT IN
ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT REGIONAL WATER (HRW). THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE
THE NEWLY INSTALLED WATER MAIN(S), WATER SERVICE LINES AND ALL ASSOCIATED METER SETTERS AND METER BOXES FOR OTHER UTILITY COMPANIES AND
THEIR CONTRACTORS UNTIL THE NEW WATER MAIN(S) HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES - DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION (NCDENR-DEH, PWSS)AND ACCEPTED BY HRW.
H. PRIOR TO ACCEPTANCE, ALL SERVICES WILL BE INSPECTED TO INSURE THAT THEY ARE INSTALLED AT THE PROPER DEPTH. ALL METER BOXES MUST BE FLUSH
WITH THE GROUND LEVEL AT FINISH GRADE AND THE METER SETTERS MUST BE A MINIMUM OF 8" BELOW THE METER BOX LID. METER SETTERS SHALL BE
CENTERED IN THE METER BOX AND SUPPORTED BY BRICK, BLOCK OR STONE.
I. THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) AND HRW UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE
DRAWINGS IDENTIFYING THE COMPLETE WATER SYSTEM INSTALLED FOR EACH PROJECT. THE RED LINE DRAWINGS SHOULD IDENTIFY THE MATERIALS, PIPE
SIZES AND APPROXIMATE DEPTHS OF THE WATER LINES AS WELL AS THE GATE VALVES, FIRE HYDRANTS, METER SETTERS, BLOW OFF ASSEMBLIES AND ALL
ASSOCIATED APPURTENANCES FOR ALL WATER LINE(S) CONSTRUCTED IN HARNETT COUNTY. THE RED LINE DRAWINGS SHOULD CLEARLY IDENTIFY ANY
DEVIATIONS FROM THE NCDENR APPROVED PLANS. ALL CHANGE ORDERS MUST BE APPROVED BY HRW AND THE PROFESSIONAL ENGINEER (PE) IN WRITING AND
PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS.
J. POTABLE WATER MAINS CROSSING OTHER UTILITIES AND NON -POTABLE WATER LINES (SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE
A MINIMUM VERTICAL DISTANCE OF TWENTY-FOUR (24") INCHES BETWEEN THE POTABLE WATER MAIN AND ALL OTHER UTILITIES. NCDOT REQUIRES THE NEW
WATER MAINS TO BE INSTALLED UNDER THE STORM WATER LINES. THE POTABLE WATER MAIN SHALL BE INSTALLED WITH TWENTY-FOUR (24") INCHES OF
VERTICAL SEPARATION AND WITH DUCTILE IRON PIPE WHEN DESIGNED TO BE PLACED UNDER A NON -POTABLE WATER LINE SUCH AS SANITARY SEWER OR
STORM SEWER LINES. IF THESE SEPARATIONS CANNOT BE MAINTAINED THEN THE WATER MAIN SHALL BE INSTALLED WITH DUCTILE IRON PIPE. BOTH THE
POTABLE WATER MAIN AND THE NON -POTABLE WATER LINE MUST BE CAST IRON OR DUCTILE IRON PIPE (DIP) IF THE STATE MINIMUM SEPARATIONS CANNOT BE
MAINTAINED. THE DUCTILE IRON PIPE MUST BE LAID SO THE MECHANICAL JOINTS ARE AT LEAST (10') FEET FROM THE POINT WHERE THE POTABLE WATER MAIN
CROSSES THE NON -POTABLE WATER LINE.
K. POTABLE WATER MAINS INSTALLED PARALLEL TO NON -POTABLE WATER LINES (SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A
MINIMUM HORIZONTAL DISTANCE OFTEN (10') FEET BETWEEN THE POTABLE WATER MAIN AND SANITARY SEWER MAINS, SEWER LATERALS AND SERVICES. THE
HORIZONTAL SEPARATION BETWEEN THE POTABLE WATER MAIN AND ANY OTHER UTILITY OR STORM SEWER SHALL NOT BE LESS THAN FIVE (5') FEET. THE
POTABLE WATER MAIN MUST BE DUCTILE IRON PIPE IF THIS HORIZONTAL SEPARATION OF TEN (10') FEET CANNOT BE MAINTAINED. THE DUCTILE IRON PIPE SHALL
EXTEND AT LEAST TEN (10') FEET BEYOND THE POINT WHERE THE MINIMUM REQUIRED HORIZONTAL SEPARATION OF TEN (10') FEET CAN BE RE-ESTABLISHED.
L. METER SETTERS SHALL BE INSTALLED IN PAIRS ON EVERY OTHER LOT LINE WHERE POSSIBLE TO LEAVE ADEQUATE SPACE FOR OTHER UTILITIES TO BE
INSTALLED AT A LATER TIME. THE METER SETTERS SHALL BE INSTALLED AT LEAST ONE (1') FOOT INSIDE THE RIGHT-OF-WAY AND AT LEAST THREE (3') TO FIVE (5)
FEET FROM THE PROPERTY LINE BETWEEN THE LOTS.
M. HRW REQUIRES THAT METER BOXES FOR 3/4" SERVICES SHALL BE 12" WIDE X 17" LONG ABS PLASTIC BOXES AT LEAST 18" IN HEIGHT WITH CAST IRON LIDS/COVERS.
METER BOXES FOR 1" SERVICES SHALL BE 17" WIDE X 21" LONG ABS PLASTIC BOXES AT LEAST 18" IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN
THE CENTER OF THE LIDS. METER BOXES FOR 2" SERVICES SHALL BE 20" WIDE X 32" LONG ABS PLASTIC BOXES AT LEAST 20" IN HEIGHT WITH PLASTIC LIDS AND
CAST IRON FLIP COVERS IN THE CENTER OF THE LIDS.
N. MASTER METERS MUST BE INSTALLED IN CONCRETE VAULTS SIZED FOR THE METER ASSEMBLY AND ASSOCIATED APPURTENANCES SO AS TO PROVIDE AT LEAST
EIGHTEEN (18") INCHES OF CLEARANCE BETWEEN THE BOTTOM OF THE CONCRETE VAULT AND THE BOTTOM OF THE METER SETTER. THE MASTER METER MUST
BE PROVIDED TEST PORTS IF THE METER IS NOT EQUIPPED WITH TEST PORTS FROM THE MANUFACTURER IN ACCORDANCE WITH THE HRW ESTABLISHED
STANDARD SPECIFICATIONS AND DETAILS. DUCTILE IRON PIPE MUST BE USED FOR THE MASTER METER VAULT PIPING AND VALVE VAULT PIPING. THE UTILITY
CONTRACTOR MUST PROVIDE SHOP DRAWINGS FOR THE METER VAULTS TO HRW PRIOR TO ORDERING THE CONCRETE VAULTS.
O. THE UTILITY CONTRACTOR WILL INSTALL POLYETHYLENE SDR-9 WATER SERVICE LINES THAT CROSS UNDER THE PAVEMENT INSIDE A SCHEDULE 40 PVC CONDUIT
TO ALLOW FOR REMOVAL AND REPLACEMENT IN THE FUTURE. TWO (2) INDEPENDENT'/4" WATER SERVICE LINES MAY BE INSTALLED INSIDE ONE (1) - TWO (2")
INCH SCHEDULE 40 PVC CONDUIT OR TWO (2) INDEPENDENT 1" WATER SERVICE LINES MAY BE INSTALLED INSIDE ONE (1)-THREE (3") INCH SCHEDULE 40 PVC
CONDUIT, BUT EACH WATER SERVICE SHALL BE TAPPED DIRECTLY TO THE WATER MAIN. SPLIT SERVICES ARE NOT ALLOWED BY HRW.
P. THE WATER MAIN(S), FIRE HYDRANTS, GATE VALVES, SERVICE LINES, METER SETTERS AND ASSOCIATED APPURTENANCES MUST BE RATED FOR 200 PSI AND
HYDROSTATICALLY PRESSURE TESTED TO 200 PSI. THE HYDROSTATIC PRESSURE TEST(S) MUST BE WITNESSED BY THE HRW UTILITY CONSTRUCTION
INSPECTOR. THE UTILITY CONTRACTOR MUST NOTIFY HRW WHEN THEY ARE READY TO BEGIN FILLING IN LINES AND COORDINATE WITH HARNETT COUNTY TO
WITNESS ALL PRESSURE TESTING.
Q. THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USING COMPRESSED AIR OR OTHER INERT GAS ON THE STAINLESS STEEL TAPPING
SLEEVE(S) PRIOR TO MAKING THE TAP ON THE EXISTING WATER MAIN. THIS PNEUMATIC PRESSURE TEST MUST BE WITNESSED BY THE HRW UTILITY
CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR SHALL USE ROMAC BRAND STAINLESS STEEL TAPPING SLEEVE(S) OR APPROVED EQUAL FOR ALL TAPS
MADE IN HARNETT COUNTY. ALL NEW WATER LINE EXTENSIONS MUST BEGIN WITH A RESILIENT WEDGE TYPE GATE VALVE SIZED EQUAL TO THE DIAMETER OF
THE NEW WATER LINE EXTENSION IN ORDER TO PROVIDE A MEANS OF ISOLATION BETWEEN HARNETT COUNTY'S EXISTING WATER MAINS AND THE NEW WATER
LINE EXTENSIONS UNDER CONSTRUCTION.
R. ALL WATER MAINS WILL BE CONSTRUCTED WITH SDR-21 PVC PIPE OR CLASS 50 DUCTILE IRON PIPE RATED FOR AT LEAST 200 PSI OR GREATER. ALL PIPES MUST
BE PROTECTED DURING LOADING, TRANSPORT, UNLOADING, STAGING, AND INSTALLATION. PVC PIPE MUST BE PROTECTED FROM EXTENDED EXPOSURE TO
SUNLIGHT PRIOR TO INSTALLATION.
S. ALL WATER MAINS WILL BE FLUSHED AND DISINFECTED IN STRICT ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT REGIONAL WATER. ALL
WATER SAMPLES COLLECTED FOR BACTERIA TESTING WILL BE COLLECTED BY THE HRW UTILITY CONSTRUCTION INSPECTOR AND TESTED IN THE HRW
LABORATORY.
T. ALL FITTINGS LARGER THAN TWO (2") INCHES DIAMETER SHALL BE DUCTILE IRON. HRW REQUIRES THAT MECHANICAL JOINTS BE ASSEMBLED WITH GRIP RINGS
AS "MEGALUG" FITTINGS ARE NOT APPROVED BY HARNETT COUNTY FOR PIPE SIZES SMALLER THAN TWELVE INCHES (12") DIAMETER. PVC PIPE USED FOR WATER
MAINS SHALL BE CONNECTED BY SLIP JOINT OR MECHANICAL JOINT WITH GRIP RINGS. GLUED PIPE JOINTS ARE NOT ALLOWED ON PVC PIPE USED FOR WATER
MAINS IN HARNETT COUNTY.
U. HRW REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCH WITH ALL WATER LINES. THE TRACER WIRE SHALL BE 12 GA. INSULATED,
SOLID COPPER CONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF THE VALVE BOXES OR MANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE
UNDERGROUND ON TRACER WIRE INSTALLED IN HARNETT COUNTY. THE TRACER WIRE MAY BE SECURED WITH DUCT TAPE TO THE TOP OF THE PIPE BEFORE
BACKFILLING.
V. THE UTILITY CONTRACTOR WILL PROVIDE PROFESSIONAL ENGINEER (PE) AND THE HRW UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE FIELD
DRAWINGS TO IDENTIFY THE INSTALLED LOCATIONS OF THE WATER LINE(S) AND ALL ASSOCIATED SERVICES. ALL CHANGE ORDERS MUST BE PRE -APPROVED BY
HRW AND THE PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS.
W. THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH UTILITY PIPE OR LINE WHICH MAY CONFLICT WITH CONSTRUCTION OF PROPOSED WATER LINE
EXTENSIONS WELL IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE UTILITY CONTRACTOR SHALL PROVIDE BOTH HORIZONTAL AND VERTICAL
CLEARANCES TO THE PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE TO ADJUST THE WATER LINE DESIGN IN ORDER TO AVOID CONFLICTS WITH EXISTING
UNDERGROUND UTILITIES. THE UTILITY CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND BE RESPONSIBLE FOR TEMPORARY RELOCATION
AND/OR SECURING EXISTING UTILITY POLES, PIPES, WIRES, CABLES, SIGNS AND/OR UTILITIES INCLUDING SERVICES IN ACCORDANCE WITH THE UTILITY OWNER
REQUIREMENTS DURING WATER LINE INSTALLATION, GRADING AND STREET CONSTRUCTION.
X. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS OR NCDOT RIGHT-OF-WAYS THE UTILITY CONTRACTOR IS REQUIRED TO
HAVE A SIGNED NCDOT ENCROACHMENT AGREEMENT POSTED ON SITE AND NOTIFY ALL CONCERNED UTILITY COMPANIES IN ACCORDANCE WITH G.S. 87-102. THE
UTILITY CONTRACTOR MUST CALL THE NC ONE CALL CENTER AT 811 OR [phone] TO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE BEGINNING
OF CONSTRUCTION. EXISTING UTILITIES SHOWN IN THESE PLANS ARE TAKEN FROM MAPS FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN
PHYSICALLY LOCATED OR VERIFIED BY THE P.E. (I.E. TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER, FIBER OPTIC, NATURAL GAS, ETC.). THE UTILITY
CONTRACTOR WILL BE RESPONSIBLE TO REPAIR ANY AND ALL DAMAGES TO THE SATISFACTION OF THE RELATED UTILITY COMPANY.
Y. THE UTILITY CONTRACTOR SHALL PROVIDE HRW WITH AT LEAST ONE (1) FIRE HYDRANT WRENCH AND ONE (1) BREAK -AWAY FLANGE KIT FOR EVERY SUBDIVISION
WITH FIRE HYDRANTS DEVELOPED IN HARNETT COUNTY. THESE ITEMS MUST BE PROVIDED TO HRW BEFORE THE FINAL INSPECTION WILL BE SCHEDULED BY THE
HRW UTILITY CONSTRUCTION INSPECTOR. IN ADDITION, THE UTILITY CONTRACTOR SHALL INSTALL A 4" X 4" CONCRETE VALVE MARKER AT THE EDGE OF THE
RIGHT-OF-WAY TO IDENTIFY THE LOCATION OF EACH GATE VALVE INSTALLED IN THE NEW WATER SYSTEM WITH THE EXCEPTION OF THE FIRE HYDRANT
ISOLATION VALVES. THE CONTRACTOR SHALL MEASURE THE DISTANCE FROM THE CENTER OF THE CONCRETE MARKER TO THE CENTER OF THE VALVE BOX.
THIS DISTANCE (IN LINEAR FEET) SHALL BE STAMPED ON THE BRASS PLATE LOCATED ON THE TOP OF THE CONCRETE VALVE MARKER. IN LIEU OF INSTALLING
THE CONCRETE VALVE MARKERS, THE UTILITY CONTRACTOR MAY PROVIDE AT LEAST TWO MEASUREMENTS FROM TWO INDEPENDENT PERMANENT ABOVE
GROUND STRUCTURES TO THE PROFESSIONAL ENGINEER (PE) IN THE RED LINE DRAWINGS TO IDENTIFY THE VALVE LOCATIONS. THE PROFESSIONAL ENGINEER
(PE) MUST INCLUDE THESE MEASUREMENTS IN THE AS -BUILT RECORD DRAWINGS SUBMITTED TO HRW.
Z. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO LEAKAGE DAMAGE FROM POOR WORKMANSHIP DURING THE ONE (1) YEAR
WARRANTY PERIOD ONCE THE WATER SYSTEM IMPROVEMENTS HAVE BEEN ACCEPTED BY HARNETT COUNTY. HARNETT COUNTY WILL PROVIDE MAINTENANCE
AND REPAIRS WHEN REQUESTED AND BILL THE DEVELOPER AND/OR UTILITY CONTRACTOR IF NECESSARY DUE TO LACK OF RESPONSE WITHIN 48 HOURS OF
NOTIFICATION OF WARRANTY WORK. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO DAMAGES RESULTING FROM FAILURE
TO LOCATE THE NEW WATER LINES AND ASSOCIATED APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE WATER LINES HAVE BEEN
APPROVED BY NCDENR AND ACCEPTED BY HRW. THE FINAL INSPECTION OF WATER SYSTEM IMPROVEMENTS CANNOT BE SCHEDULED WITH HRW UNTIL THE
STREETS HAVE BEEN PAVED; THE RIGHTS -OF -WAY AND UTILITY EASEMENTS HAVE BEEN SEEDED AND STABILIZED WITH AN ADEQUATE STAND OF GRASS IN PLACE
TO PREVENT EROSION ISSUES ON SITE.
AA THE ENGINEER OF RECORD IS RESPONSIBLE TO INSURE THAT CONSTRUCTION IS, AT ALL TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERING
PRACTICES AND APPROVED PLANS AND SPECIFICATIONS. NO FIELD CHANGES TO THE APPROVED PLANS ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY
HRW. A COPY OF EACH ENGINEER'S FIELD REPORT IS TO BE SUBMITTED TO HRW AS EACH SUCH INSPECTION IS MADE ON SYSTEM IMPROVEMENTS OR TESTING
IS PERFORMED BY THE CONTRACTOR. WATER AND SEWER INFRASTRUCTURE MUST PASS ALL TESTS REQUIRED BY HRW SPECIFICATIONS AND THOSE OF ALL
APPLICABLE REGULATORY AGENCIES. THESE TESTS INCLUDE, BUT ARE NOT LIMITED TO: AIR TEST, VACUUM TEST, MANDREL TEST, VISUAL TEST, PRESSURE
TEST, BACTERIOLOGICAL TEST, ETC. A HRW INSPECTOR MUST BE PRESENT DURING TESTING AND ALL TEST RESULTS SHALL BE SUBMITTED TO HRW. ALL TESTS
MUST BE SATISFIED BEFORE THE FINAL INSPECTION WILL BE SCHEDULED WITH THE HRW INSPECTOR. THE ENGINEER OF RECORD MUST REQUEST IN WRITING TO
SCHEDULE THE FINAL INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE DEVELOPER'S ENGINEER OF RECORD AND THE HRW UTILITY CONSTRUCTION
INSPECTOR SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES NOTED DURING THE FINAL INSPECTION, SHOULD ANY EXIST. UPON
COMPLETION OF THE PUNCH LIST, THE DEVELOPER'S ENGINEER OF RECORD WILL SCHEDULE ANOTHER INSPECTION. IN THE EVENT THE NUMBER OF
INSPECTIONS PERFORMED BY THE HRW EXCEEDS TWO, ADDITIONAL FEES MAY BE ACCESSED TO THE DEVELOPER.
GRIFFON OINT SUBDIVISION
PHASE
CONSTRUCTION DRAWINGS
OLD US 421, LILLINGTON, N.C. 27546
UPPER LITTLE RIVER TOWNSHIP
HARNETT COUNTY
DATE: 04/06/2022
PROJECT #: 2021003
VICINITY MAP
1 " = 2000'
rMI K1 C Q
TIERRA HOLDINGS, LLC
BRAXTON MONTAGUE
10305 PENNY ROAD,
RALEIGH, NC 27606
[phone]
[e-mail]
SURVEYOR
STANCIL & ASSOCIATES, P.A.
LESTER STANCIL
98 DEPOT STREET, P.O. BOX 730
ANGIER, NC 27501
[phone]
[e-mail]
CIVIL ENGINEER
CAROLINA LAND DEVELOPMENT GROUP, INC.
SPENCER B. TERRY III, P.E.
1304 N. RESPESS ST.
WASHINGTON, NC 27889
[phone]
[e-mail]
GENERAL NOTES:
1. THIS PROPERTY IS NOT LOCATED WITHIN WATERSHED DISTRICT..
2. THIS PROPERTY IS NOT LOCATED WITHIN A CONSERVATION ZONING DISTRICT.
3. THIS PROPERTY IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURE DISTRICT.
4. THE PLAT FOR THIS DEVELOPMENT WAS REVIEWED UNDER UDO 'ARTICLE 14.3.5 COMPATIBILITY OF DESIGN CONCEPT TABLE.'
5. THE LAND USE CLASSIFICATION OF THIS PROPERTY IS MEDIUM DENSITY RESIDENTIAL AND INCLUDES ENVIRONMENTALLY
SENSITIVE AREAS (ESA).
6. THE DEVELOPMENT OF THIS PROPERTY DOES NOT ADVERSELY AFFECT THE ONSITE INTERMITTENT STREAM DURING THE
100-YEAR STORM EVENT. NO IMPACT IS CREATED TO PROPOSED STRUCTURES DURING THE 100-YEAR STORM EVENT. NO
STRUCTURES WILL BE PLACED WITHIN THE 100-YEAR FLOODPLAIN.
7. ALL STREETS WITHIN THE SUBDIVISION SHALL BE DEDICATED AS PUBLIC STREETS WITH A 50' RIGHT-OF-WAY.
8. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL"
(811) OR (1-800-632-4949) TO HAVE EXISTING UTILITIES LOCATED.
9. LANDSCAPED BUFFERS, OPEN SPACE, ACCESS EASEMENTS, SIGN EASEMENTS AND COMMON FACILITIES WILL BE RETAINED,
OPERATED, AND MAINTAINED BY THE DEVELOPER AND/OR THE HOMEOWNER'S ASSOCIATION COVENANTS AND BY LAWS IN
ACCORDANCE TO RELEVANT STATE LAW.
10. APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY. CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE.
THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM TO MEET FUTURE WATER
DEMANDS PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND OR FINAL PLAT APPROVAL.
TITLE
DRAWING
COVER SHEET
C0.0
EXISTING SURVEY
C0.1
OVERALL SUBDIVISION PLAN
C0.2
SUBDIVISION PLAN
C1.0
GRADING PLAN
C2.0
EROSION CONTROL PLAN - PH 1
C3.0
EROSION CONTROL PLAN - PH 2
C3.1
UTILITY PLAN
C4.0
GRAND GRIFFON WAY PLAN & PROFILE
C4.1
GRAND GRIFFON WAY PLAN & PROFILE
C4.2
DRATHAAR CIRCLE / WIREDHAIRED COURT PLAN & PROFILE
C4.3
SITE DETAILS
C6.0
SITE DETAILS
C6.1
STORM DRAINAGE DETAILS
C6.2
EROSION CONTROL DETAILS
C6.3
EROSION CONTROL DETAILS
C6.4
WATER UTILITY DETAILS
C6.5
SITE INFORMATION:
OWNER:
TIERRA HOLDINGS, LLC
10305 PENNY ROAD
RALEIGH, INC 27606
PIN NO:
PIN NO: 0640-00-7751
DEED BOOK / PAGE:
DEED BOOK / PAGE: 3974 / 232
PLAT BOOK / PAGE:
PC:E; SL: 117B
ZONING:
RA-30
LAND USE CLASS:
MED. DENSITY RESIDENTIAL (MDR)
EXISTING LAND USE:
VACANT / FARMLAND / WOODLAND
PROPOSED LAND USE:
20 LOT RESIDENTIAL SUBDIVISION
DENSITY (DU/A):
1.06 DWELLING UNITS PER ACRE
RIVER BASIN:
CAPE FEAR
WATERSHED:
N/A
STORMWATER MANAGEMENT:
LOW DENSITY
SITE ACREAGE:
21.06 ACRES (PHASE 1)
OPEN SPACE REQUIRED:
N/A
OPEN SPACE PROVIDED:
3.91 ACRES (18.46%) (PHASE 1)
IMPROVED OPEN SPACE REQUIRED (10%):
17,032 S.F.
IMPROVED OPEN SPACE PROVIDED:
20,412 S.F. (TRAIL AROUND EX. POND)
WATER SURFACE AREA (STREAM):
0.07 AC.
IMPERVIOUS AREA IN R/W:
1.01 AC. (PHASE 1)
IMPERVIOUS AREA (PHASE 2 AMENITY):
0.57 AC.
IMPERVIOUS AREA TOTAL AVAILABLE:
(21.06-0.07)*0.24 = 5.03 AC. (<24% FOR LOW DENSITY)
IMPERVIOUS AREA AVAILABLE FOR LOTS:
5.03-1.01-0.57 = 3.45 AC.
IMPERVIOUS AREA PER LOT (MAX.):
3.45 AC *43560 S.F. / 20 LOTS = 7500 S.F.
(4500 S.F. ANTICIPATED)
MIN. LOT AREA:
25,000 SQ. FT.
MIN. LOT WIDTH:
100 FT. (40 FT. CUL-DE-SAC)
BUIDING LOT SETBACKS (MIN.):
FRONT YARD: 35 FT
REAR YARD: 25 FT
SIDE YARD: 10 FT
CORNER SIDE YARD: 20 FT
REQUIRED BUFFERYARD:
PERIMETER BUFFER: N/A
STREETSCAPE BUFFER: 30 FT
PRIME VIEW SETBACK: N/A
PUBLIC IMPROVEMENT QUANTITIES:
LINEAR FOOTAGE OF GRAND GRIFFON WAY:
1490 LF
LINEAR FOOTAGE OF DRATHAAR CIRCLE:
120 LF
LINEAR FOOTAGE OF COVIE RISE WAY COURT:
330 LF
LINEAR FOOTAGE OF PUBLIC 8" WATER LINE:
1480 LF
LINEAR FOOTAGE OF PUBLIC 6" WATER LINE:
45 LF
LINEAR FOOTAGE OF PUBLIC 2" WATER LINE:
550 LF
LINEAR FOOTAGE OF PUBLIC 30" STORM DRAINAGE:
54 LF
LINEAR FOOTAGE OF PUBLIC 18" STORM DRAINAGE:
110 LF
NUMBER OF WATER SERVICES:
20 (PHASE 1)
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH HARNETT COUNTY, NCDOT AND NCDEQ
STANDARDS, SPECIFICATIONS, AND DETAILS.
Know what's below.
Call before you dig.
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C0.2

SITE PLAN NOTES:
EASEMENT & MAINTENANCE NOTES:
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
C1
300.00
20.40
10.20
3°53'45"
S19°10'31"W
20.39
C2
25.00
39.27
25.00
90,00,001,
S46°20'55"E
35.36
C3
25.00
21.03
11.18
48'1123"
N64°33'24"E
20.41
C4
50.00
56.54
31.72
64°47'22"
N72°51'23"E
53.57
C5
50.00
51.98
28.62
59°33'56"
S44°57'58"E
49.67
C6
50.00
41.23
21.87
47°14'49"
S8°26'25"W
40.07
C7
50.00
48.69
26.47
55°47'42"
S59°57'41"W
46.79
C8
50.00
42.75
22.78
48°58'56"
N67°39'00"W
41.46
C9
25.00
21.03
11.18
48'1123"
N67°15'14"W
20.41
C10
25.00
39.40
25.13
90°17'39"
S43°30'15"W
35.45
C11
575.00
50.41
25.22
5°01'22"
S33°18'21"W
50.39
C12
350.00
73.68
36.98
12°03'43"
S41°50'53"W
73.55
C13
25.00
34.66
20.77
79°25'55"
S27°54'01"W
31.95
C14
300.00
63.31
31.77
12°05'29"
S17°5V41"E
63.19
C15
300.00
31.85
15.94
6°04'56"
S26°56'54"E
31.83
C16
350.00
44.90
22.48
7°21'02"
S26°18'51"E
44.87
C17
357.00
31.60
15.81
5-04-15"
N2°14'22"E
31.59
LINE TABLE
LINE
LENGTH
BEARING
L1
21.84
N25°08'10"E
L2
21.49
N20°11'05"W
L3
43.01
N69°59'03"E
L4
45.20
N56°05'46"E
L5
24.15
N77°12'48"E
L6
17.67
N5°31'59"E
L7
6.43
N83°38'17"E
L8
19.84
S14°40'20"E
L9
17.74
SO°08'55"W
L10
24.89
S10°27'50"W
L11
27.30
S24°31'29"W
L12
51.50
N88°39'05"E
L13
16.11
S57°16'54"W
L14
24.96
S60°42'48"W
L15
19.37
S51 °25'00"W
L16
37.99
S24°53'40"W
L17
23.97
S22°14'06"W
L18
33.60
S13°23'10"W
L19
37.88
S31°55'56"W
L20
32.17
S23°09'57"W
LINE TABLE
LINE
LENGTH
BEARING
L21
36.40
S32°11'38"W
L22
43.43
S69°56'37"W
L23
33.46
S56°52'52"W
L24
45.19
S36°25'48"W
L25
30.02
S11°05'25"W
L26
46.72
S29°10'26"W
L27
28.65
N89°38'13"W
L28
26.18
S37°01'19"W
L29
38.65
S37°01'19"W
L30
28.17
S48°09'41"W
L31
13.25
S23°08'48"E
L32
16.98
S2°18'41"E
L33
16.28
S71°24'01"W
L34
34.40
S23°21'23"E
L35
19.18
S28°1V13"E
L36
19.28
S56°40'27"W
L37
18.80
S29°42'47"E
L38
18.35
S81 °31'09"W
L39
22.45
S7°23'34"W
L40
17.67
S12°22'11"E
LINE TABLE
LINE
LENGTH
BEARING
L41
34.45
S21°46'52"E
L42
14.10
N88°39'05"E
L43
14.11
S88°39'05"W
L44
23.43
S29°59'22"E
L45
22.25
N20°01'58"E
L46
55.96
N23°18'16"E
L47
38.38
N29°56'03"E
L48
53.91
N17°23'45"E
L49
53.91
N17°23'45"E
L50
59.93
N41 °51'30"E
L51
40.88
N5°11'20"W
L52
21.77
S80°35'31 "E
L53
33.33
N16°57'08"E
L54
27.83
N6°29'41 "E
L55
30.39
N20°59'25"E
L56
30.93
N81 °07'45"E
L57
39.23
N66°55'07"E
L58
35.44
N30°57'25"E
L59
50.00
N57°59'12"E
L60
42.35
N10°53'53"E
LINE TABLE
LINE
LENGTH
BEARING
L61
35.76
N20°00'36"E
L62
31.52
N58°48'06"E
L63
27.21
S64°12'28"E
1. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
2. WITHIN THE SIGHT DISTANCE TRIANGLES SHOWN, NO OBSTRUCTION BETWEEN 2' AND 8' IN HEIGHT
ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR IN PART. OBSTRUCTIONS
INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE.
3. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL REQUIRED
IMPROVEMENTS UNTIL SUCH TIME AS A UNIT OF GOVERNMENT, PUBLIC UTILITY, OR OTHER LEGAL
ENTITY ASSUMES RESPONSIBILITY.
4. IT IS THE DEVELOPERS RESPONSIBILITY TO COMPLETE THE INSTALLATION OF ALL REQUIRED
IMPROVEMENTS. IF THE INSTALLATION OF THESE IMPROVEMENTS AND LISTED AMENITIES IS NOT
COMPLETE BY THE TIME THAT THE COUNTY HAS ISSUED BUILDING PERMITS FOR 75% OF THE LOTS
SHOWN ON THE RECORDED PLAT WITHIN THE SUBDIVISION, THE COUNTY SHALL NOT ISSUE ANY
MORE BUILDING PERMITS UNTIL THE IMPROVEMENTS HAVE BEEN COMPLETED.
5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND GRADES PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY EXISTING DISCREPANCIES
PRIOR TO COMMENCING ANY RELATED CONSTRUCTION.
6. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE CONTRACTOR SHALL NOTIFY
"NORTH CAROLINA ONE CALL" (811) OR (1-800-632-4949) TO HAVE EXISTING UTILITIES LOCATED.
7. SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE COMPACTED TO STANDARD PROCTOR
MAXIMUM DRY DENSITY OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
8. PAVEMENT DESIGN WILL BE APPROVED BY THE NCDOT PRIOR TO PLACEMENT.
9. 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 REPAVE D/RESU RFAC ED.
10. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
PRE -CONSTRUCTION CONFERENCE.
11. ALL STREET SIGNS SHALL CONFORM TO THE LATEST EDITION OF THE MUTCD INCLUDING MIXED
CASE LETTERING, PROPER LETTER HEIGHTS, AND RETRO REFLECTIVITY.
1. NCDOT WILL ALLOW SIDEWALKS BY ENCROACHMENT AND WILL NOT ACCEPT RESPONSIBILITY FOR
MAINTENANCE. OWNER OR HOA IS RESPONSIBLE FOR MAINTENANCE OF SIDEWALK. SIDEWALKS
SHALL MEET THE ALL APPLICABLE ADA REQUIREMENTS.
2. UTILITY EASEMENTS SHALL BE DEDICATED EXCLUSIVELY TO HARNETT COUNTY SPECIFICALLY FOR
THE CONSTRUCTION, OPERATION, AND MAINTENANCE OF WATER AND SEWER IMPROVEMENTS.
3. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT.
4. THE MAINTENANCE OF DRAINAGE EASEMENTS IS THE RESPONSIBILITY OF THE DEVELOPER AN/OR
HOME OWNER'S ASSOCIATION.
5. LANDSCAPED BUFFERS, OPEN SPACE, ACCESS EASEMENTS, SIGN EASEMENTS AND COMMON
FACILITIES WILL BE RETAINED, OPERATED, AND MAINTAINED BY THE DEVELOPER AND/OR THE
HOMEOWNER'S ASSOCIATION COVENANTS AND BY LAWS IN ACCORDANCE TO RELEVANT STATE
LAW.
6. THE DEVELOPER SHALL BE COMPLETELY RESPONSIBLE FOR THE INSTALLATION AND INITIAL
MAINTENANCE OF ALL REQUIRED BUFFERS (INCLUDING STREETSCAPE, PERIMETER, PRIME VISTA,
BERMS, ETC.) UNTIL OWNERSHIP CHANGES TO THE HOMEOWNERS' ASSOCIATION. THE DEVELOPER
IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED PLANTINGS IN GOOD CONDITION AT ALL TIMES.
7. A 12 FT. ACCESS EASEMENT ADJACENT TO LOT 14 SHALL BE PROVIDED TO ALLOW FOR THE
UTILIZATION OF COMMON OPEN SPACE BY ALL HOMEOWNERS WITHIN THE SUBDIVISION.
10x70 SIGHT DISTANCE
I TRIANGLE, (TYP.)
MARGARET TAYLOR ROBINSON MARGARET TAYLOR ROBINSON
DB: 752; PG: 414 DB: 950; PG: 534 I II I
\
EXISTING FIELD LOCATED 20' STORM DRAINAGE I PC: E; SL: 177B 30'x40' SIGN HARNETT COUNTY 25' REAR YARD DB: 950; PG: 528 WETLAND (0.77 AC.) EASEMENT
30' PERENNIAL SETBACK, (TYP.) MAP NUMBER 2000-520 I EASEMENT I II
\ STREAM BUFFER O SPEED LIMIT Roadign Ro�Sign
- - SIGN, TYP. MAIL KIOSK , I I
N29°14'27"E 1418.30' I I
101.49' 159.68' 73.83' r ' r r 4 e¢ ` k 528.49' e ' e e ' e 355.64' p I I
/ �30 r k r r r r r r E r E, r r e, "? OPEN SPACE
L29 L m e e e r e r¢ t o ' t OGo
28 r (INCLUDING WETLANDS) to I 1
<� co
k k k r r r r r r r E r r, r k r r k 56,678.35 SQ. FT. i C
/ "k
e E e e e e e e 4 5.78' �S
5 L24 e e e e r e e e ' r e e r r e e r r e �� 1.3AC- N21°07'23„E cn
L26 �2 �2 e e F e a e e r e e e r� L,79.3 , rn R30'
r rk e r t r� Le e e r �� a `sL6 <> LL
5°0°Eo ee ' re N21°072� Q Lrt
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20' PROPOSED J / ^ / \ `�2 e r L17 L16 4lg �k ¢ e� �k r �� G11 47 cn W
TIERRA HOLDINGS, LLC STORM DRAINAGE ,r Ic / 2O L21 L20 L19 �1$ 47,g k k k ` ' = y oo cn I _ j0
DB: 3974; PG: 232 EASEMENT / E�/%�� - _10 .0 #�
MB: 2021; PG: 448 k ti� 35843.80 SQ. FT. N 19 L11 0 C
W O \ 3 31 105.80' S21°0T23„W _ -� A N
/ r 0.82 AC w 10' SIDE YARD c1 A ; I LO
r 0 35331.52 SQ. FT. 18 \ < 5`� .26' II'.
r l>°° °A °' 0.81 AC O w SETBACK, (TYP.) '� '120`' o°, O
/ r / F � � 35475.80 SQ. FT. � 17 O / � � 300. � OPEN SPACE * \ 0
HARNETT COUNTY ��s�°A., 6o 33784.36 SQ. FT. 15 �' 6983.07 SQ. FT. o ,\I I
/ / r ° 0 0.81AC w i i 1 0
30' PERENNIAL 16 / 6 �� /
` 0.16 AC
F s �10x70 SIGHT DISTANCE � � ,Co
��'` �t M co 0.78 AC O �, 32310.51 SQ. FT. I
STREAM BUFFER / R30 TRIANGLE, (TYP.) N o o / �2 2` 2� = I W
E k k ¢ ¢ �, �\ N ^ �, 30242.38 SQ. FT. 5551 / 159.15' S26°13'55"W _
0.74 AC
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH HARNETT COUNTY, NCDEQ AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
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DATE #: 04/06/2022
MUNICIPAL PROJ #: -
CLDG PROJ #: 2021003
DRAWN BY: SBT CHECKED BY: SBT
PRELIMINARY NOT ISSUED FOR
CONSTRUCTION
CONSTRUCTION
DRAWINGS
C1.0
Co*A CLDG

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STORM DRAINAGE NOTES:
1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED
CONCRETE (RCP) UNLESS NOTED OTHERWISE.
2. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH
CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLASTIC
GASKETS UNLESS OTHERWISE NOTED.
3. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS,
VEGETATION MATTER WASTE CONSTRUCTION MATERIAL OR OTHER
OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING
COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO
FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR
PROOF ROLLING.
4. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR
BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE
MATERIAL.
5. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER
PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE THOROUGHLY
COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE
STANDARD PROCTOR TEST. THE TOP EIGHT (8) INCHES SHALL BE COMPACTED
TO 100 PERCENT STANDARD PROCTOR.
6. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN
UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.
STORM STRUCTURE TABLE
STRUC. #
TOP
INV.
DESC.
FES100
325.29
321.40
Flared End Section
FES101
326.79
322.50
Flared End Section
FES200
282.71
281.00
Flared End Section
FES201
285.21
283.50
Flared End Section
FES300
274.71
273.00
Flared End Section
FES301
276.21
274.50
Flared End Section
UTILITY SEPARATION NOTES:
MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES:
2' STORM SEWER/OTHER UTILITIES NOT LISTED
2' WATER MAINS (POTABLE WATER OVER POTABLE WATER)
2' RECLAIMED WATER LINES (POTABLE WATER OVER RECLAIMED WATER)
T FINAL EARTH GRADE
2' SANITARY SEWER
CROSSING A WATER MAIN OVER A SEWER.
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER THE WATER
MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT
LEAST 24 INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS
PREVENT A 24 INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE WATER MAIN AND
SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE
POINT OF CROSSING.
CROSS A WATER MAIN UNDER A SEWER.
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH WATER
AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE
POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF
CROSSING. THE DESIGN SHALL MAINTAIN VERTICAL SEPARATIONS TO SATISFY STATE
MINIMUM REQUIREMENTS WHERE THE DUCTILE IRON PIPE IS USED TO SATSIFY THE HARNETT
REGIONAL WATER REQUIREMENTS ABOVE.
MINIMUM HORIZONTAL SEPARATION BETWEEN UTILITIES:
3-5' EDGE OF PAVEMENT
5' STORM SEWER, POWER POLES AND OTHER UTILITIES NOT LISTED
10' SANITARY SEWER AND RECLAIMED WATER MAINS OR ASSOCIATED LINES
10' ANY NON -PERMANENT STRUCTURES OR IMPROVEMENTS
25' ANY BUILDING FOUNDATION, BASEMENT, SUBSURFACE STRUCTURE
30' ANY SWIMMING POOL
LATERAL SEPARATION OF SEWERS AND WATER MAINS
WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED
SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL
SEPARATION, IN WHICH CASE:
THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM
OF THE WATER MAIN AT LEAST 2 FEET ABOVE THE TOP OF SEWER
THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN
LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION
OF THE BOTTOM OF THE WATER MAIN AT LEAST 2' ABOVE THE TOP OF SEWER.
GRADING NOTES:
1. CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (1-800-632-4949) AT LEAST 48
11.A PRE -CONSTRUCTION MEETING WITH NORTH CAROLINA DEPARTMENT OF
HOURS PRIOR TO DIGGING TO HAVE EXISTING UTILITIES LOCATED. REPORT ANY
ENVIRONMENTAL QUALITY ' GRADING OR
MUST BE SCHEDULED PRIOR TO ANY WORK
DISCREPANCIES TO THE ENGINEER.
INSTALLATION OF EROSION CONTROL MEASURES.
2. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES INVOLVED IN ANY
12.ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE TO HAVE NO
RELATED RELOCATION (I.E. POWER POLES, TELEPHONE PEDESTALS, WATER METERS,
MORE THAN A 1:50 (2.0%) SLOPE IN ALL DIRECTIONS. ALL SIDEWALKS ARE TO HAVE NO
ETC.).
MORE THAN A 1:20 (5.0%) SLOPE FOR THE LENGTH OF THE SIDEWALK AND NO MORE
THAN A 1:50 2.0 /° SLOPE FOR THE WIDTH OF THE SIDEWALK.
3. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AVAILABLE
RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO
13.IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE
BEGINNING CONSTRUCTION. ANY DISCREPANCIES BETWEEN ACTUAL FIELD
REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNER
CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
PRIOR TO PLACING ANY HARDSCAPE SO THAT A SOLUTION CAN BE FOUND.
4. ALL PROPOSED SIDE ROAD SWALES, DITCHES, CROSS PIPES AND DRIVEWAY PIPES
14. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK POINTS BUT IT
SHALL BE PROTECTED BY EROSION CONTROL MEASURES AS SHOWN AND SPECIFIED
SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT ELEVATIONS ARE SHOWN. DUE
ON THE EROSION CONTROL PLAN.
TO SPACE LIMITATIONS, THERE MAY BE OTHER CRITICAL SPOTS NOT LABELED THAT
SHOULD BE TAKING INTO CONSIDERATION. THE CONTRACTOR SHALL REVIEW THE
5. A P.E. OR AN R.L.S. SEAL IS REQUIRED ON ALL AS -BUILT IMPERVIOUS SURFACES.
GRADING PLAN IN DETAIL AND SHALL ENSURE THAT ALL CRITICAL GRADE POINTS ARE
STAKED AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE.
6. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING ANY DISCREPANCIES IN THE
CATCH BASIN ELEVATIONS OR THE PROPOSED PIPE SLOPES TO THE ENGINEER. THE
15.ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION
CONTRACTOR IS ALSO RESPONSIBLE TO REPORT ANY CONFLICTS BETWEEN ANY
AFTER STOPPAGE OF WORK EACH DAY (SEE DETAIL SHEET).
UTILITY, STORM DRAIN LINE, WATER LINE, SEWER LINE OR ANY OTHER PROPOSED OR
EXISTING STRUCTURE TO THE ENGINEER.
16.EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL REMAIN UNDISTURBED
UNLESS NOTED OTHERWISE. ANY AND ALL LANDSCAPING AND EXISTING TREES &
7. A LAND DISTURBING PERMIT ISSUED BY NORTH CAROLINA DEPARTMENT OF
SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION
ENVIRONMENTAL QUALITY WILL BE REQUIRED PRIOR TO THE COMMENCEMENT OF ANY
SHALL BE REPLACED BY THE CONTRACTOR USING A LICENSED LANDSCAPE
LAND -DISTURBING ACTIVITIES.
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
8. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE BOXES,
17.THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING
CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISHED GRADE.
EROSION CONTROL MEASURES BOTH ON AND OFF -SITE. THE GRADING CONTRACTOR
SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
9. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE
DIRECTED BY THE EROSION CONTROL INSPECTOR OR THE ARCHITECT.
OWNER'S INDEPENDENT TESTING LABORATORY.
18. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL
10. ALL SPOT ELEVATIONS INDICATED ARE AT EDGE OF PAVEMENT UNLESS NOTED
CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND
OTHERWISE. ALL ELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83).
FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE
AREAS.
L \ r ^ \ 10x70 SIGHT DISTANCE
J\ ` ' -/A 1 °� rN1,ARGA�f�ET TAI LOR ROB/At TRIANGLE, (TYP.)
I \ M�fRGG4RE1TTAYtGRROBI� SQN - \ III
950; PG: 534 \ s
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20' PROPOSED ' } ' ' ' _ \ ` - ' ' -
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"'\�\ - \ (\ N 1 I _ / I \ r \ / / r ) ' ALL CONSTRUCTION SHALL BE IN ACCORDANCE _ _
\���� rG \ \ \\ \ \ I /) \ (� I \I ) ( \ tJ WITH HARNETT COUNTY AND NCDOT STANDARDS,
(\ \ I \ \ I \( I t SPECIFICATIONS, AND DETAILS. oa3
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STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
1
30"
FES101 - FES100
322.50
321.40
-2.04%
54.00 LF
30" RCP
2
18"
FES201 - FES200
283.50
281.00
-3.93%
63.57 LF
18" RCP
3
181,
FES301 - FES300
274.50
273.00
-3.49%
43.01 LF
18" RCP
250
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4.
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE
-
/ WETLAND (0.15 AC.) STANDARDS, SPECIFICATIONS, AND DETAILS. 250.60
' A rc
250.00
STORM DRAINAGE
WOODED AREA
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EASEMENT LINE
SILT FENCE/TREE PROTECTION FENCE
LIIMITS OF DISTURBANCE
FLARED END SECTION
CATCH BASIN
DROP INLET
JUNCTION BOX
SPOT ELEVATION
TOP OF CURB
ELEVATIONS
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DATE #: 04/06/2022
MUNICIPAL PROJ #: -
CLDG PROJ #: 2021003
DRAWN BY: SBT CHECKED BY: SBT
PRELIMINARY NOT ISSUED FOR
CONSTRUCTION
CONSTRUCTION
DRAWINGS
C2.0
Co*A CLDG

GENERAL EROSION AND SEDIMENT CONTROL NOTES:
EROSION CONTROL MAINTENANCE NOTES:
PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:
1. ALL CONSTRUCTION SHALL COMPLY WITH HARNETT COUNTY, NCDOT AND NCDEQ STANDARDS AND
SPECIFICATIONS.
2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL
TIMES.
3. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE
CONTRACTOR TO FINES AND PENALTIES ISSUED BY NCDEQ.
4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION. FAILURE
TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PLAN OR GRADE
CHANGES, MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK
DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY.
5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE SUPERVISION OF
THE GEOTECHNICAL ENGINEER.
6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITIES
SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND
FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION. ALL
EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TO
COMMENCING ACTIVITY ON SITE.
7. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK
DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT
RUNOFF.
9. PROVIDE NCDE WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE EXCAVATED SOIL
Q
FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN UPLAND AREA. IF AN OFFSITE
BORROW OR SPOIL SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE
MUST BE INCLUDED IN THE LAND DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE
LOCATION OF ALL EXCAVATED SOILS USED FOR THIS PROJECT TO NCDEQ. THIS AREA MUST ALSO BE
AN UPLAND AREA.
10. THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM WATER
OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRS OF A .5 INCH RAIN
EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS
AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH
FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED
TO BE ON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING "SELF
INSPECTIONS" INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATION MEASURES
(SEEDING/MULCHING OR SOD) ARE INITIATED. THE "SELF INSPECTION" REPORTS WILL BE MAINTAINED
ALONG WITH THE "NPDES" INSPECTION REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHED
INSPECTION RECORDS ARE TO BE FORWARDED TO NCDEQ ENVIRONMENTAL SERVICES AND ALL
TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES WILL
BE APPROVED BY NCDEQ PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION
CONTROL PLAN, LETTER OF APPROVAL, AND NPDES CONSTRUCTION PERMIT WILL BE MAINTAINED BY
THE CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE
APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION SEDIMENTATION PERMIT
NUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED.
11. SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POINTS OF SILT FENCE AND AREAS
WHERE RUNOFF MAY CONCENTRATE CAUSING DAMAGE TO SILT FENCE. CONTRACTOR TO INSTALL
OUTLETS AS NECESSARY TO ENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT THE
DURATION OF CONSTRUCTION.
INSPECT ALL EROSION CONTROL MEASURES AT LEAST ONCE A WEEK AND AFTER EVERY SIGNIFICANT
RAINFALL (2 INCH OR GREATER) EVENT. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
1. SILT FENCE
- SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
- REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING
THE FENCE DURING CLEANOUT.
- REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA
TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
2. SILT FENCE OUTLETS
- 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.
3. RIPRAP OUTLET STRUCTURE (DISSIPATOR)
- IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN
DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
4. CONSTRUCTION ENTRANCE
- MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE.
AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT
OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS.
5. ROCK PIPE INLET PROTECTION
- REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF
THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
- CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE
HORSESHOE MUST BE REPLACED IMMEDIATELY.
- AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,
REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND
WITH THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER (SURFACE STABILIZATION)
6. EXCELSIOR WATTLE/COMPOST SOCK
- REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE WATTLE/COMPOST SOCK MUST BE
REPLACED IF CLOGGED OR TORN. IF PONDING BECOMES EXCESSIVE, THE WATTLE/SOCK MAY NEED
TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. THE WATTLE/SOCK NEEDS
TO BE REINSTALLED IF UNDERMINED OR DISLODGED. THE WATTLE/COMPOST SOCK SHALL BE
INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS
BEEN PERMANENTLY STABILIZED.
7. TEMPORARY DIVERSION
- IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.
CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED
IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
8. TEMPORARY SLOPE DRAINS
- WHEN THE PROTECTED AREA HAS BEEN PERMANENTLY STABILIZED, TEMPORARY MEASURES MAY
BE REMOVED, MATERIALS DISPOSED OF PROPERLY, AND ALL DISTURBED AREAS STABILIZED
APPROPRIATELY.
9. SKIMMER SEDIMENT BASIN
- REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT
THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN,
NOT JUST AROUND THE SKIMMER OR THE fiRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM
OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
- REPAIR THE BAFflES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFflES IF WATER IS flOWING UNDERNEATH
OR AROUND THEM.
- IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE
ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE flOW. IF
THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS.
ALSO CHECK THE ORIfiCE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
- IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIfiCE CAN BE REMOVED AND THE OBSTRUCTION
CLEARED WITH A PLUMBER'S SNAKE OR BY HUSHING WITH WATER. BE SURE AND REPLACE THE ORIfiCE
BEFORE REPOSITIONING THE SKIMMER.
- CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT
SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR
EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY
REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
- FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE
TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
10. POROUS BAFFLES
- BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE,
TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
- REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID
DAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT
OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
- AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
11. ROLLED EROSION CONTROL MATTING
- GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR
BENEATH THE RECP.
- ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND
SHALL BE REPAIRED AND STAPLED.
- IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE THE PROBLEM SHALL BE FIXED
AND THE ERODED AREA PROTECTED.
- MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED
12. STOCKPILES
- SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCE
EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER
FROM RUNNING UNDERNEATH THE PLASTIC.
- IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS COMPLETE
(BUILDER, ETC.) THE FINANCIAL RESPONSIBLE PARTY MUST NOTIFY NCDEQ OF A NEW
RESPONSIBLE PARTY FOR THAT STOCKPILE.
THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND MULCHING ON A
CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE.
- ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOPE (WHERE
PRACTICAL).
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIME FRAME
TIME EXCEPTIONS
• PERIMETER DIKES,
SWALES, DITCHES,
7 DAYS
NONE
AND SLOPES
• HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
• SLOPES STEEPER
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
7 DAYS
LENGTH AND ARE NOT STEEPER
THAN 2:1 14 DAYS ARE ALLOWED
• SLOPES 3:1 OR
7-DAYS FOR SLOPES GREATER
14 DAYS
FLATTER
THAN 50 FEET IN LENGTH
• ALL OTHER AREA
NONE (EXCEPT FOR PERIMETERS
WITH SLOPE
14 DAYS
AND HQW ZONES)
FLATTER THAN 4:1
1. A LAND DISTURBANCE PRE -CONSTRUCTION CONFERENCE IS MANDATORY BEFORE ANY WORK IS DONE
AT THE SITE. ARRANGE A PRE -CONSTRUCTION MEETING WITH THE OWNER, CONTRACTOR, OWNER'S
ENGINEER, AND A REPRESENTATIVE FROM NCDEQ - DEMLR. A 48 HOURS NOTICE IS REQUIRED.
2. OBTAIN LAND DISTURBANCE (GRADING) PERMIT.
3. INSTALL CONSTRUCTION ENTRANCE TREE PROTECTION FENCE SILT FENCE SILT FENCE OUTLETS
TEMPORARY DIVERSIONS, WATTLES AND SEDIMENT SKIMMER BASIN.
4. ONLY CLEAR/GRADE ENOUGH TO INSTALL SEDIMENT CONTROL DEVICES.
5. IMMEDIATELY SEED AND STABILIZE SIDE SLOPES OF SKIMMER BASIN PER SEEDING SCHEDULE.
6. CALL FOR AN EROSION CONTROL COMPLIANCE INSPECTION ONCE ALL EROSION CONTROL MEASURES
HAVE BEEN INSTALLED & ALL DISTURBED AREAS HAVE BEEN STABILIZED.
7. BEGIN CLEARING GRUBBING AND REMOVAL OF TOPSOIL AND UNDERCUT SOIL AS RE UIRED BY
Q
GEOTECHINCAL ENGINEER. THIS IS A FILL SITE AND WILL REQUIRE ALL REFUSE MATERIAL (INCLUDING
TREES, TOPSOIL, UNDERCUT SOIL THAT CANNOT BE USED IN FILL SLOPES) TO BE DISPOSED OF
OFFSITE. CONTRACTOR SHALL NOTIFY NCDEQ OF THE LOCATION OF OFFSITE STOCKPILES, WHICH WILL
REQUIRE AN EROSION CONTROL PERMIT AND REQUIRED TO BE LOCATED IN AN UPLAND AREA.
8. INSTALL CROSS PIPES 1 AND 2 AND DRIVEWAY PIPE 3 PER PLAN. INSTALL VELOCITY DISSIPATORS AND
IMMEDIATELY STABILIZE AREA AROUND STORM DRAINAGE PIPES WITH EXCELSIOR MATTING.
9. BEGIN GRADING WITHIN THE PROPOSED RIGHT-OF-WAY. DIVERSION LOCATION IS THE SAME AS THE
ROADSIDE DITCH. ADJUST DIVERSIONS VERITICALLY AS NECESSARY UNTIL FINAL DITCH GRADE IS
ACHIEVED.
10. CLEAN SKIMMER BASIN WHEN 2 FULL AND CHECK FOR MAINTENANCE OF ALL EROSION CONTROL
DEVICES WEEKLY OR AFTER EVERY 2" OF RAIN.
11. SEED AND MULCH DENUDED AREAS, ALL DIVERISIONS AND DITCHES, AND ALL SLOPES WITHIN 7 DAYS
AND 14 DAYS FOR ALL OTHER AREAS.
12. ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER OPERATION.
INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY.
13. STABILIZE ALL DISTURBED AREAS WITH TEMPORARY GRASS SEEDING UNTIL PERMANENT GROUND
COVER IS ESTABLISHED.
14. PROCEED TO PHASE II OF THE EROSION CONTROL SEQUENCE WHEN PHASE I MEASURES HAVE BEEN
INSPECTED AND APPROVED BY A REPRESENTATIVE FROM NCDEQ.
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))
�, �o -----' - �IiIARGARET TA1'LQR F�OBINSON _ ; �; ;
1 1
HARNETT COUNTY °`---------- _ -s /�, _ I '-="' ' -_ --- I ,
-, - - _ - - ``` / :>- _ - - - ; _ IVIARC7 FRET TA1 YLOR 1p81NSOL�1`, ' ' ;' ;
30 PERENNIAL
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--'
STREAM BUFFER - - -- - - - - - '
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- --1 `,IIA�P 111CiMB�R 2dd0 �2d, - _ -- - ---- - ---- - --- - I, ,� -
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_,i, , , I I --- _-_ _ -----_ - -_- - - k ' g k k'; - F`%" I %, `�' - k k k TD1 / TD2 -TEMP. DIVERSION DITCH (;-'=-`' _ , I , ' ," ,,
�I,� Ik, - , 'k" ',k k ,' k -♦ k-- kt14 - i!•__ k k" ♦- - _ i `II 1 ; , ;1 ,' 1
- _ - --- --' -- ' - -- . - - %k �`'�'-' k k t., k k``k` �\ a , F-'e- /�-.�- k' k VELOCITY =,I -
/; - -- --c� I & k k k �-' k :l k k 4 .r `�. ,r k_-k" - , I LINE WITH NORTH AMERICAN j I� �` -
" - ---- - - -'' _ _ -� k �' k r , r-`k k !k k k1 k''V `` 'k,'k, k ':�--k --�` k k DISSIPATOR PAD k `,`! \ GREEN S75BN BIONET ", �''', 1 -!
_ --- -- - ---- _ - ---- ' \ /� k-Ik -- -w'� k „k ' k k .k `, k , _ k k ` k - r, ; , 4 20'(L)xl0.5'(W)x24"(D) r ; ` I,;I, �-�
�- k
/, ' I ' /' I I ' i ' i ' ,: ' i i ' _ i'' - " _ ,__- •,, ```-- - _ --- -- - _ ,- -Jrt-- - kf' _ __-_" _ - .___ -- ;, k ' ,k f k k;, �, ', k` `� ,,^ ` k k ; ; k)1_+r k i ,F"�,�\ - ' . _ I ��� `;I i `\, \
FES200 - ; -' `, - -- - --- " - ---------- -----` - \ k k k -k` k -�' k ; k CLASS I RIPRAP k k �_ --j 1 VELOCITY
SILT FENCE _ - __-_ _ - - `-- ,
TOP 282.71 - ---' - `- - - - - "--_-__--- b �', I
l� //-�/-'/�,, , ,' I, / ,' `�:- k k%'k; k :w%fit / k`'k k r, g`lk ,� 'k;' k .� k k-'k _%k k k k t'.k k' i \,; '' , M',,, `, ` ;; � I -/ DISSIPATOR PAD
`Y'i ,'/ i r ' I' - I - -_ - _ k `!-- k\I ,, __' -k 'k` ,k',- k '�. i ', 1 ,'� 11 1
OUTLET, (TYP.) --4- - - -- - '� k k k / _ k k --- ; ,„
INV OUT 281.00' o - r k k '`e g' ,k k k k =h _ k r'' k` k k32° /'' (; ' , - o I;, ;
,-'
'-
- - - - - -- -'--- - I
9 L x5 W x18" D MIN.
�k_�' ,, _,. , % ,'1g i ' ;' % i % , ,'' i -' - - I '' - - __ r - _, ``�_____-`-,k -- ' k ,J k `, Ik- - `, - k k,,.k k I `; `_.' II I , \ / , ,
- k
-'k - k
! - / 1
_ _
_ _ \ k ' I'
,
-
__ n
PREFORMED SCOUR HOLE 'k k %°' IMMEDIATELY STABILIZE AREA - -- _ ; - - - - - - - -- - - - ---- - - -�` kf - r - I '„`;
-i ! ;' - __ EXISTING FIELD LOCATED --- `- __ % CLASS B RIPRAP
1 I , k k ; - - % , ; - _--- - '; FES100 _ -1 ;; , _ ' - _ j cP '';
5 (L)x5 (W)x2 (D) WITH 2:1 i------k, f ; ;' ; ; I AFTER CROSS PIPE INSTALLATION _ --- - __- --_„ - _,_; " ::` - - -; ,; ; ;_ �, ;';,;
k ��- ; - _ „ SKIMMER SEDIMENT BASIN , I WETLAND (0.77 AC.) SILT FENCE/TREE ?" TOP 325.29 , ;11 '„_- ;' - - ----- - _ _ , ;,�, -;
SIDE SLOPES LINED WITH - ; --- ; ' WITH EXCELSIOR MATTING, (TYP.) _ - I 1 PROTECTION FENCE, (TYP.) ' - o _-_ - -- _ - __ __' ; �„ ; I , ; ;
k% f ;', DRAINAGE AREA. DA - 5.51 AC. ! , ; , -____ _ _ - _ - INV OUT 321.40 •�, v-, 1 _ - _____ - - - �, , I
CLASS B RIPRAP k ;� ' ' _ a _ - ; ; , - - --- '------' -- _ " " , - / -- ---
k (DISTURBED AREA 2.10 AC.) 0 - - 1 _ - 1�
k'` / k,l; - - ; /' - 11 ; TD3B `TEMP. DIVERSION DITCH __- -' ; - _ - `_: -` , ;" Q _ \ ; ;11' I
k k ! % 1 I FES201 ; " - - ---- --- ---- c ` I -
TEMPORARY ' 4 k .k/ji � k _ 1 ; ; ! ; ; -` _ ---- - - - `--'_,--,_ :'`„
LINE REMAINDER OF DIVERSION ' - C� ' I , cn
DIVERSION, TYP. -' ; __v - ; ' , TOP 285.21 - - t' ''` _ - - I 70
( ) k//k ;k I WITH NORTH AMERICAN GREEN TD3A -TEMP. DIVERSION DITCH - '_ ' ' ` , , ;,, ,',
/!s k` k ,, ; , INV IN 283.50 I I I _--- f --- - -- - _,_1 - c\ _--, I ' �'
/ k ;k �'�= k k;'r I I- .�>• _ i' „ C125BN BIONET ; , LINE 330 LF WITH NORTH ---- - - „`_`-' - - ( ,-I ; - ,I Its , II''` �i I
k _ / ; k, / ; ; , - -, _ �'; .\ 12 EXCELSIOR ; , \ AMERICAN GREEN S75BN BIONET %I 1 IDi tDrive; IIA ;I M ipbx (10
�� ,-
HARNETT COUNTY --' 1 ,_ k is k k � _ +`i'" ; , _ - ,_ _ -- - --
PERENNIAL �' k ' , �` - , ' / _ WATTLE, (TYP.) , - ti3 ", s - e
30 �� ��%; ; 'f' k �'' k; - -, - - ' ; ' I , 1 , -'- '-; - ., _ ,% 1 �, vel;D
k `1 - - _ ti5 ---� `` 7� riv
I , k ��� , , k I -'` ZB., ; `\ 1 _,; 1 •, ' ` (50 FOOT SPACING) ', _ '`,�'`- . _ , 1 , ; ; , % _ _ ., ` , -, 4 �� �''�'- , - 3ti`? ; %' ' ;1; III �- O
STREAM BUFFER ---_ �/� k k, ,x: I ` - `'\,\ ; I o- _ _ --- - -- - - 1I I c�'1 �
'`,
.-__- /k k I ,,, k; k ,'' ,k k ✓ ,, , , I__;I C I , ' ' ` ' , , I 1 ' ` - -_- - ' ' ' ' ' ' , - - '' r ' a`'-' '-__ _ I I'' I , I I I q1
-. , k, , 1 _ , ,_ A ` ` '` ' + ' 11 ; ' \ , , _ ' -- ' I / , , , --- ", , - E / -' - -- - `-', , I I ,; I 1 �I
k1_
k k k -1 ; ; 1 , / ; ;``\'````` I I I 1` k I ;; , _ - -' --SILTFENC `_ ____ _-- ' ,-' ' Ii1I Mailb � 4
/ `I ' ' ' %` I ``, ' - ' - - „- ._ - ' _ ._ , , i ter Meter
_ / k ^k i \.ki ; /' , - , , ; , l , I ; / , I , ` ,_`` , ; l ; % i'' I.;i'` `, i ; i 1 , ailb
I 1 'k ' k ' , '`' ' / ; / I // `^ ;' ' , I ' I 1 /' , 11 + ``, '' \-,, ' , -- -' " ' I 1 1 ' I / ' '% ' /-`1 ` - _ _ `t-, -tom` _ _ , r 1 ,
-' FES101
15 EMERGENCY k' �, k I ;' ;` ; --- OUTLET, (TYP.) " - 'I ` , , - � ; ate eter 03
TOP 326.79 C
k_i k, k I 1 �� ;' 1 _ I 1 I - - � - _ / 1 _ - . , `+ I , SILT FENCE,
r
SPILLWAY WITH 20 MIL % - ` I
k %' "; -,' '' i" i i 1 I i / lI i ' '`` 325 -'`_. `' 11 - i -'\ ; I !n
k -, k 1 kl k, ;;' ; ; % % I I ; ; 'L ; ;1 / ,1 `--, --- : ; - __ `-. ---- ` -- _ __ ° - � INV IN 322.50 (TYP.) , I 1 I � V'
e_
PVC IMPERMEABLE LINER , '' I �i L 1 ` ' ' _ : -, % _ , - `- ;'' - - -- - V I
k / 2 ", , ; ;
k ' ' I_ f 1� ; ; I 1 / , , - ; -' , -•::,; �TD3B! - TD3A� I , I C7
TERMINATE DIVERSIONS �` i r'_ y �� �^° �9 ~�� 1�� -/ l j 1 1 ' I +�;� -" - %" k - -- - - - '^'/ SILT FENCE i' j N
-� 'k- k % ;'; ; 1 ti / ; ; I I 1 ( ,'-tea--- - -- -- --- --- ROCK PIPE INLET ( ) - t _
WITH 12" EXCELSIOR / k, k , - I f f -�--; ` I 1
OUTLET, TYP. -►
WATTLE PRIOR TO SILT , k I , - / / I ;' I ; I I 1 I 1 , 1 1 -' _ - ': - 1 1 " - -� _ - - - `� 11 I +1 O
k I ;-' % I 1
e - I ti % I ; ' _ PROTECTION
k ! k) / , I„' - -' 1 I `` , %' , I / / i I I 1 I I ; 1 ; + ; `,' ;' , p-'` - :�' _ ' ,_,•.• -- _ Q ,'/ , , _' I r ; 1 I ;' -�I
FENCE OUTLET, (TYP.) k k' - \ \ _ / ti� ; ; ; ; 1 - _ - --- - /�� - (!> Pnb ePe 1
I
k "I 's% \ 2 1' / ° 18 TEMPORARY ; I' % ' __ - - - -, ,
k k N 9 1 n ; ; i i i i , i -' i 1 1 ' ' 'J % + i
TIE SKIMMER OUTLET % ' -F i ' '8 �� % I , I I , I ! % � _ - ' ` IMMEDIATELY STABILIZE AREA ,��I W� ;� \ D�
'F c� ;; a SLOPE DRAIN, TYP. % ' c' _ -�� /,f ; I % �I,
TO PROPOSED 18 RCP k - ' `, 8 ( ) �j�- - 1 ; 41 „ „ 1 _
'w' , �� ; % AFTER CROSS PIPE INSTALLATION
k, ; ; i i i i i i i i 1 ; i 1 i 11 i i
, , , 1 -. 1L�� ' - WITH EXCELSIOR MATTING, (TYP.) ;
k k k k I k k� ; ; ; 1' ; I i i i I ; i ` i'" ,_I _ `-''' / Ir , 1 i ;
k k �k ''k k - k k k ; ;' - 2) tib / 3'1 SIDE % % 1 ( 1 i ;�`�T 4� ,- -- - ; 1
1 1 ; , , V , / , , , ,
%k i 9 ; , ; , l , 1 � , 1 � i1 , I / I I i i , , , , I _ _' _ ' J/ , , i Y 1 � �;I , 1 I O ' i "
/ , , 1 / 1 1 / / I I , ' +1
1 ,` I, ,' ( ) % ;' ,I, ; , , I I , I I , l 1 ; I I I , ; `1 ' ` I `, ; ,I - , I /'___ _ __ __-- _- �_ - �`_--' / ; ' 1 ; ,I I 11 I /
k 1 „
TEMPORARY I k kl _� � / SLOPE, TYP. I I I % '` O P " -o,
DIVERSION, (TYP.) k/ ( , z. , I ; l SILT FENCE, ; ' W\ _ _, „ 1 I ,I � 1I ;,�
N , , / ;/ , , 1 , , 1 , , TYP. ' , 1 , ; ` - , , 1 / . 11
k k ; ( ) _ ` SILT FENCE, I I-,: , ; I ; , ,, F „ �,
k k k COIR BAFFLES , I ; , /' ,I , , I , \, \I „ \
k OPEN ' I I,- 1 LIMITS OF I I , ,
(TYP.) 0
�k FES301 k GQ ;' - % / ;' I (700 g/m^2, MIN) , / ;' FILD' ; I 1 ; ' 1 I i� T , �, , �' � 1 ` DISTURBANCE, (TYP.) �_ _
I , ," 1 , I 1 1 ' 1 1 , 1 ' ` ,� 'J ; ; , , ` I``, 1
�//�. 1 I , , , 1 1 , / ' , , , , I I
TOP 276.21 k; I I o ; ; W 1 1 I I r
k cb _ ; 1 1 ; % I , „ CH�RLES`pEN{�INS - - rive
I I �' , TD4 -TEMP. DIVERSION DITCH . , I ` ,-,,- ` i
INV IN 274.50 1`'k ) ^ `;1 - I'`''` ` ,{� ; 1 ; ° 1 , I I 1 , 1' , - - E(IIVA FA 'DENKINS I I I GravelD / -
-.� , k_ - , , ,- `' ;' I ,\� , , -/1 ,�` ; ' ' ,' , I ; i " I i I , ' 1 '1 I i ; ; a ;'\, ; , i , \I i , it All I � ,
�,_., , k , _ LINE WITH NORTH AMERICAN
1 1 1 11 , , , 1 ,\ 1 '' 1 n �_
1 +'� ; ;II GREEN S75BN BIONET �% ,
k ,k . ; % � \ I � 1� ; ; ; ; - I % -I' , - D8: 417; PG: 353 3� ;, ; Fire Hyd.
Il 1 I
a k;_ ; \ 1 �p ` 11 ; \ ( % 1_ ` - ;' ' ' DBi_459; PG: 74 I I
SILT FENCE1 `` �, ;k'+ `g C TEMPORARY SEDIMENT SKIMMER , , I I o _ , I\ - 1 Q�N- „
OUTLET TYP. k % '' 1 16;'''' , ; 9 I I'
k -, , - BASIN SEE SUMMARY TABLE I ' FIELD ` DB: 8©5 PG: 52 ' "
- :,�i r/�\ , ,
; _ ' I _ ; ' _ 1 I , `I , `, `, `, , `; , , '`I ; , I 92 I--- , - _- 1 T I , 1 _. , MQ. 11 PG: 3ps, ', I l ,'1 ` I
/1 ``` k ' k J 1 ' ; ' I 1 I 1 , ; `, , ` \ `\ -,, / / \ `I ``\ - ` _ ` 1 ;_ --, - \ -`, , \ ;' ` I I 1 1 \ , I
,, k 1 /, I + , , ' 1 , , I , '`, , , I , `, - _ -`, - ` ` I , 1`'`1 , ' I- , -, - _ J I Al _ \ ; I
1 1 ' , ' , 1 '`1 ,
'I' `,`' `-k k _,k/ ; ''1/ - ' \ I I , `, \`` ` i '\ ` `, - ,_ -, ,--,' % I ; - i ` - "\ ___- �,- \-1 I I ,, I ` , ` ,�''0-` -' ,'i I I i , ,, i�W�ter Meter
/k1 I e%- -_-,I ° °I TEMPORARY STOCKPILE AREA ; ' `' ' - ' ' ' �' J I I 1 1 'I ` ,
X, I I ',-\ - - =,zay ' '/FES300 - _ -- - _ - % -
b, Z I (USE ONLY AS NECESSARY) '\ - -- - 3js - - ----- ; 11 ; - _ 1 -11 _ - \',
1� , I TOP 274.71 - _ - ---- „ _ _ - - - ,� �,
1 , , , , _ - 1 _ _ ", , _ 'I 'I ' 1 - Drive
INV OUT 273.00
�%_ _ 1 _ ; - ; ; ; EXISTING FIELD LOCATED - _ I SKIMMER SEDIMENT BASIN v;' { I ;I ; 1 ,' �t®i X;�;
l'_ - _ ? `- ` ,r , t WETLAND 0.77 AC. __ I I 1 ; ' ' �' , ,I
1 - ,
i 1 I _ , �: \ - ik �`., _,ti; k,\ ` _-,-1 ( ) DRAINAGE AREA. DA = 5.51 AC. I ; I ,
- - _-''-' 1 , .-' �' ' , 1 j / \k ��` Y , -, '- -`` - 1 _ ''I , , \ _ - ' I ' \ ' ` I I 1 \ + ' Ce
I I ; ` , II - I _ �I;�` ,k i _ ✓ , k �> ` k",. - ,k_`k I a - 11 I _ , ,_ `i `I W _ �. , I i ' a1 ' `.ii 1 , + 'Vlnyi
/� VELOCITY - = l - ` k _ k_ -� "' � 1" ` k -k , \ ! ;' I 1 _ DISTURBED AREA = 2.10 AC -
/ I ``A\ \ 1 ' �C-T_' '�'k .1 \,, Ik_ ` - ,k, /f , k�/. k_/4\ j` ,k -I, `- 1, �_�k\\11 `,` ` `-,, - i/' , ` '� ' tS ( ) - _ (1)
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-, DISSIPATOR PAD •••l kl I ' - -_,k -- , k k k r> �` g k' _ - _ - ; I _ II M I ox;
k �r1` ; I ,1 I, ;k _� k ,k ,l--, `x_ k 'L k I"k ` v�-_k_, _ �`' k k I , ' , -, -\ 1 ; I I
1 I I k ,, k k,\` k I , k' k , k`\,� 1 k• k1 0 i ,1�'--'- k ` , 4 k ' 5 `k`, I ``, , - , ", `- __ - ``,, I ,, 1 Li ' , i ' II I
i Y 9 (L)X5'(W)X18"(D) 1�\,c k - k\�1 --r `r k k k - k 'k k k k k e" "E ''k k k 1 -- `-- I
1 \ ' - k ,� , k LL 1t k _ k \ k k k ` ' ,` \ `, _ ;' ```--``- _ _ _ _ - , , - I 1 ` ) - i I , �_ I ,
/ k `l k` k ` T .Q 17 �� '` I[L1 '1 I 1 , ` ` , ' \-' ,+. , 1 ,i +
)_- 1k I k ! I `ki ` Ji L, 1 `k" --a•. / _ �'\ 4,_k,---' �`= 1 , I k, _/+`- - , ,_ , ,_ ,^`` '`\ __ -, , , - ,' ` '- \", `, ' I , '
CLASS B RIPRAP s1 _-__ k '�"�-'' - --k-- k k k - k k ,� � .,, ` �,�;,' 0 ; I ;
'/ k ` , ',I k\ ` , k` k I / i' ;`, _ _ ✓'� `_=yT - 1 k I 'k `, l k`` -rk,k, , - k�a `•`-_- ` `, `'i -`_ `' , _-,' - 1 ,' ` 1 , I
-/ ' `k Ik , -} k ik ,� _' ' , , ' - \ k k , F-\ , 1, k I k \.� , , 'b,`,I,�I '`- `i'` __k` \ - k `. - ' I _ ,_ ``\ ``\ `` ', ,,'' ��
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k k , ; I' ; ^ ; I I----, k k ,� I ` k ' k k k - ! k 'S'" k''$ :-- - - ` ` _ �� ` 1
` .k k, k ,_I Ik �i I 1 %' I t 11 r t `'' i /' ` -- k k - _-
I i, I k 1 I , k 4 k ' ' I I ` l 1 I_-, , ; ''k , k 1 k ,� V- k I '5 't `' ,- - 1 1' ,I, ' `-1 , ' 9- `� I 1- /': I 1
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EXISTING 1kk ; k -' 1 I - r' / 11 11 i <� ;-- ;' k GRADING LEGEND EROSION CONTROL LEGEND
POND / _I ,
- , ;� I a / . - I � 11- -' _ TEMPORARY SKIMMER BASIN SUMMARY
,1' STORM DRAINAGE TEMPORARY CONSTRUCTION SEE EROSION CONTROL DETAILS FOR SEEDING
-`--' ;1 I . , - �,," I I- -` ,"''' s ENTRANCE
'I N ,I . I" I. REQUIRED STORAGE VOLUME 3780 CU. FT. WOODED AREA SCHEDULE AND SEED BED PREPARATION
�� ( `'; 11 ; I 1 i ti % �'- PROVIDED STORAGE VOLUME 9470 CU. FT.
250 SF SILT FENCE
PROPOSED MAJOR CONTOUR
\�\ I' I 1 I `" ) REQUIRED SURFACE AREA 4420 SQ. FT. SILT FENCE/TREE PROTECTION
- : -7;'I __ I ; 1 ` I II I - PROVIDED SURFACE AREA 4480 SQ. FT. SF/TP
252 PROPOSED MINOR CONTOUR
` EXISTING FIELD LOCATED ; __ ; I _ , �\--` FRED SPIVEY
WETLAND (0.15 AC.) ' a I , ' - - - 250 - - - EXISTING MAJOR CONTOUR FENCE COMBINATION
�� r 1 WANDA SPIVEY SEDIMENT STORAGE DEPTH 3.5 FT.
1 /'� D8: 966; PG: 493
11�\` I, `--`I _k �\ -k ; k 'V 1 ; I ``; , ``'' `,,� TOTAL DEPTH 5.0 FT. - - - - -252- - - - - EXISTING MINOR CONTOUR DUST CONTROL
�\ /:` I 'k k'` k , k,1 � ` I \1 BOTTOM ELEVATION 274'
d k I 1 I I EASEMENT LINE
\�: ', ^ k kk k``,k'` ; k; k TOP OF BERM ELEVATION 279'
�\ k % k I r. ,Ik 1k X NAD83
`-, _-; -, � ;� ,� y BOTTOM OF TRAP LENGTH 100 FT. LD LIMIT OF DISTURBANCE
I I
�;' ; `',- __-I ; ' 1 %� k -�� _,'� k' k' BOTTOM OF TRAP WIDTH 20 FT.
TEMPORARY DIVERSION
SIDE SLOPES 3:1
F _ SPILLWAY LENGTH 15 FT.
----`-_ _ 0 - - ' �--_ k DRAINAGE AREA 5.51 AC.
'-' - ' �- DISTURBED AREA 2.10 AC.
LIMTS OF DISTURBANCE = 4.00 AC.
■ M M M M M M M M■ DRAINAGE AREA
SCALE 1 "=60'
0 60' 120'
AWITHOHARNETTICOOUN YL NCDEQ AND NCDOTE
--' a SKIMMER SIZE 3 IN. SILT FENCE OUTLET
;-; / r SKIMMER ORIFICE SIZE 1.25 IN. ® EXCELSIOR WATTLE STANDARDS, SPECIFICATIONS, AND DETAILS.
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DATE #: 04/06/2022
MUNICIPAL PROJ #: -
CLDG PROJ #: 2021003
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DRAWN BY: SBT CHECKED BY: SBT
PRELIMINARY NOT ISSUED FOR
CONSTRUCTION
CONSTRUCTION
DRAWINGS
C3.0
�� CLDG

GENERAL EROSION AND SEDIMENT CONTROL NOTES:
EROSION CONTROL MAINTENANCE NOTES:
PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:
1. ALL CONSTRUCTION SHALL COMPLY WITH HARNETT COUNTY, NCDOT AND NCDEQ STANDARDS AND
SPECIFICATIONS.
2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL
TIMES.
3. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE
CONTRACTOR TO FINES AND PENALTIES ISSUED BY NCDEQ.
4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION. FAILURE
TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PLAN OR GRADE
CHANGES, MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK
DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY.
5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE SUPERVISION OF
THE GEOTECHNICAL ENGINEER.
6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITIES
SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND
FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION. ALL
EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TO
COMMENCING ACTIVITY ON SITE.
7. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK
DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT
RUNOFF.
9. PROVIDE NCDEQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE EXCAVATED SOIL
FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN UPLAND AREA. IF AN OFFSITE
BORROW OR SPOIL SITE IS UTILIZED THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE
MUST BE INCLUDED IN THE LAND DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE
LOCATION OF ALL EXCAVATED SOILS USED FOR THIS PROJECT TO NCDEQ. THIS AREA MUST ALSO BE
AN UPLAND AREA.
10. THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM WATER
OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRS OF A .5 INCH RAIN
EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS
AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH
FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED
TO BE ON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING "SELF
INSPECTIONS" INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATION MEASURES
(SEEDING/MULCHING OR SOD) ARE INITIATED. THE "SELF INSPECTION" REPORTS WILL BE MAINTAINED
ALONG WITH THE "NPDES" INSPECTION REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHED
INSPECTION RECORDS ARE TO BE FORWARDED TO NCDEQ ENVIRONMENTAL SERVICES AND ALL
TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES WILL
BE APPROVED BY NCDEQ PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION
CONTROL PLAN, LETTER OF APPROVAL, AND NPDES CONSTRUCTION PERMIT WILL BE MAINTAINED BY
THE CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE
APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION SEDIMENTATION PERMIT
NUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED.
11. SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POINTS OF SILT FENCE AND AREAS
WHERE RUNOFF MAY CONCENTRATE CAUSING DAMAGE TO SILT FENCE. CONTRACTOR TO INSTALL
OUTLETS AS NECESSARY TO ENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT THE
DURATION OF CONSTRUCTION.
PREFORMED SCOUR HOLE SILT F
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SIDE SLOPES LINED WITH -"
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INSPECT ALL EROSION CONTROL MEASURES AT LEAST ONCE A WEEK AND AFTER EVERY SIGNIFICANT
RAINFALL (2 INCH OR GREATER) EVENT. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
1. SILT FENCE
- SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
- REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING
THE FENCE DURING CLEANOUT.
- REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA
TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
2. SILT FENCE OUTLETS
- 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.
3. RIPRAP OUTLET STRUCTURE (DISSIPATOR)
- IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN
DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
4. CONSTRUCTION ENTRANCE
- MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE.
AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT
OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS.
5. ROCK PIPE INLET PROTECTION
- REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF
THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
- CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE
HORSESHOE MUST BE REPLACED IMMEDIATELY.
- AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,
REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND
WITH THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER (SURFACE STABILIZATION)
6. EXCELSIOR WATTLE/COMPOST SOCK
- REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE WATTLE/COMPOST SOCK MUST BE
REPLACED IF CLOGGED OR TORN. IF PONDING BECOMES EXCESSIVE, THE WATTLE/SOCK MAY NEED
TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. THE WATTLE/SOCK NEEDS
TO BE REINSTALLED IF UNDERMINED OR DISLODGED. THE WATTLE/COMPOST SOCK SHALL BE
INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS
BEEN PERMANENTLY STABILIZED.
7. TEMPORARY DIVERSION
- IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.
CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED
IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
8. TEMPORARY SLOPE DRAINS
- WHEN THE PROTECTED AREA HAS BEEN PERMANENTLY STABILIZED, TEMPORARY MEASURES MAY
BE REMOVED, MATERIALS DISPOSED OF PROPERLY, AND ALL DISTURBED AREAS STABILIZED
APPROPRIATELY.
9. SKIMMER SEDIMENT BASIN
- REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT
THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN,
NOT JUST AROUND THE SKIMMER OR THE fiRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM
OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
- REPAIR THE BAFflES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFflES IF WATER IS flOWING UNDERNEATH
OR AROUND THEM.
- IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE
ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE flOW. IF
THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS.
ALSO CHECK THE ORIfiCE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
- IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIfiCE CAN BE REMOVED AND THE OBSTRUCTION
CLEARED WITH A PLUMBER'S SNAKE OR BY HUSHING WITH WATER. BE SURE AND REPLACE THE ORIfiCE
BEFORE REPOSITIONING THE SKIMMER.
- CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT
SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR
EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY
REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
- FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE
TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
10. POROUS BAFFLES
- BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE,
TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
- REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID
DAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT
OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
- AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
11. ROLLED EROSION CONTROL MATTING
- GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR
BENEATH THE RECP.
- ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND
SHALL BE REPAIRED AND STAPLED.
- IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE THE PROBLEM SHALL BE FIXED
AND THE ERODED AREA PROTECTED.
- MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED
12. STOCKPILES
- SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCE
EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER
FROM RUNNING UNDERNEATH THE PLASTIC.
- IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS COMPLETE
(BUILDER, ETC.) THE FINANCIAL RESPONSIBLE PARTY MUST NOTIFY NCDEQ OF A NEW
RESPONSIBLE PARTY FOR THAT STOCKPILE.
- THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND MULCHING ON A
CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE.
- ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOPE (WHERE
PRACTICAL).
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIME FRAME
TIME EXCEPTIONS
• PERIMETER DIKES,
SWALES, DITCHES,
7 DAYS
NONE
AND SLOPES
• HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
• SLOPES STEEPER
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
7 DAYS
LENGTH AND ARE NOT STEEPER
THAN 2:1 14 DAYS ARE ALLOWED
• SLOPES 3:1 OR
14 DAYS
7-DAYS FOR SLOPES GREATER
FLATTER
THAN 50 FEET IN LENGTH
• ALL OTHER AREA
NONE (EXCEPT FOR PERIMETERS
WITH SLOPE
14 DAYS
AND HQW ZONES)
FLATTER THAN 4:1
1. AS SUBGRADE STABILIZATION IS COMPLETED, BEGIN INSTALLING UTILITY SERVICES.
2. STORE EXCESS EXCAVATED FILL IN THE STOCKPILE LOCATIONS SHOWN ON PLAN.
3. AFTER ALL UTILITIES ARE INSTALLED, BEGIN INSTALLING ROADWAY BASE COURSE.
4. ALL ROAD SIDE DITCHES MUST BE PERMANENTLY STABILZED PRIOR TO REMOVAL OF THE SEDIMENT
SKIMMER BASIN.
5. ONCE FINE GRADING IS COMPLETE, IMMEDIATELY INSTALL EXCELSIOR MATTING ON 3:1 SLOPES ALONG
SOUTHSIDE OF WIREDHAIRED COURT AND ALONG TERMINATION OF GRAND GRIFFON WAY.
6. AFTER THE DITCHES ARE STABILIZED, SCHEDULE A SITE MEETING WITH NCDEQ TO REMOVE THE SEDIMENT
BASIN AND ROCK INLET PROTECTION. INSTALL SILT FENCING OR OTHER TEMPORARY MEASURES AS
NEEDED PRIOR TO REMOVAL OF BASIN.
7. ONCE APPROVED, REMOVE BASIN, SLOPE DRAINS AND ROCK PIPE INLET PROTECTION. FINE GRADE AREAS
IN PREPARATION FOR SEEDING.
8. ALL TRANSITIONAL DITCH AREAS (ALONG WIREDHAIRED COURT) DISTURBED DURING THE REMOVAL OF THE
SEDIMENT BASIN MUST BE IMMEDIATELY STABILIZED WITH EXCELSIOR MATTING.
9. PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY RESULTING BARE AREAS
IMMEDIATELY.
10. INSTALL ASPHALT, SOD AND LANDSCAPING PER PLAN.
11. PERMANENTLY SEED AND STABILIZE ANY REMAINING DENUDED AREAS AND SLOPES PER PERMANENT
SEEDING SCHEDULE.
12. WHEN ALL ITEMS ARE COMPLETE, CALL FOR ON -SITE INSPECTION BY NCDEQ - DEMLR FOR PERMIT
CLOSEOUT. PENDING APPROVAL ENSURE ALL SLOPES AND BARE AREAS ARE PERMANENTLY STABILIZED
AND REMOVE TREE PROTECTION FENCING, SILT FENCE AND ANY OTHER TEMPORARY EROSION CONTROL
MEASURES.
SEDIMENT BASIN REMOVAL:
1) REMOVE BASINS ONLY AFTER SITE IS STABILIZED AND WITH PERMISSION FROM NCDEQ.
2) REMOVE TARP AND ALL NON DIRT AND/OR ROCK MATERIAL.
3) USE BACKHOE TO FILL IN AND LEVEL BACK TO NATURAL GROUND ELEVATION.
4) SEED AND STRAW APPROPRIATELY.
5) INSTALL DITCHES/CHANNELS AND STABILIZE IMMEDIATELY WITH EXCELSIOR MATTING.
MARGARET TAYLOR ROBINSUIV * "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
DB: 752; PG: 414 BASED ON WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH HARNETT COUNTY, NCDEQ AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
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DATE #: 04/06/2022
MUNICIPAL PROJ #: -
CLDG PROJ #: 2021003
DRAWN BY: SBT CHECKED BY: SBT
PRELIMINARY NOT ISSUED FOR
CONSTRUCTION
CONSTRUCTION
DRAWINGS
C3.1
Covt CLDG

UTILITY NOTES: UTILITY SEPARATION NOTES: BORE AND JACK INSTALLATION NOTES:
1. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH THE CURRENT HARNETT COUNTY
STANDARD SPECIFICATIONS AND DETAILS.
2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD LOCATIONS
AND THE BEST AVAILABLE RECORDS. IT IS THE UTILITY CONTRACTOR'S RESPONSIBILITY TO
FIELD -VERIFY ACTUAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER.
3. UTILITY AND GRADING CONTRACTORS SHALL CALL THE FOLLOWING UTILITY LOCATION SERVICES AT
LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION: NORTH CAROLINA ONE CALL - [phone].
4. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES INVOLVED IN ANY RELATED
RELOCATION OR NEW INSTALLATION (I.E. POWER POLES, UNDERGROUND ELECTRIC, TELEPHONE
PEDESTALS, WATER METERS, ETC.).
5. AS A MINIMUM, PVC PIPE 2 INCH THROUGH 12 INCH SHALL CONFORM TO PRESSURE CLASS 200 PSI
STANDARD DIMENSION RATIO SDR 21 AS REQUIRED BY AWWA STANDARD C-905 OR APPROVED EQUAL
BY HARNETT COUNTY PUBLIC UTILITIES.
6. ALL PIPE UNDER 4 INCH DIAMETER SHALL BEAR THE NSF #61 CERTIFICATION LABEL.
7. PVC PIPE SHALL REQUIRE SLIP ON JOINTS WITH RUBBER GASKETS. FITTINGS FOR 4 INCH UP TO 12
INCH SHALL BE DI PUSH JOINT IPS/PVC, CLASS 250, ASTM A-536 AND F-477 OR DI MECHANICAL JOINT
WITH GRIP RINGS, CLASS 350, AWWA C110.
8. ALL TAPPING SLEEVES SHALL BE CONSTRUCTED WITH STAINLESS STEEL MATERIAL AND MEET THE
REQUIREMENTS ESTABLISHED IN AWWA STANDARD C223-02. TAPPING SLEEVES SHALL BE ROMAC
MODEL SST OR APPROVED EQUAL MADE OF STAINLESS STEEL MATERIAL MEETING OR EXCEEDING
THE REQUIREMENTS OF ANSI/AWWA C220. CAST IRON TAPPING SLEEVES ARE NOT PERMITTED.
9. GATE VALVES SHALL BE CAST IRON CONFORMING TO AWWA STANDARD C500 AND RATED FOR
WORKING PRESSURE OF 200 PSI UP TO 12 INCHES IN DIAMETER. GATE VALVES SHALL BE
MECHANICAL JOINT, RESILIENT SEAT TYPE VALVES WITH NON -RISING O-RING SEAL, OPEN LEFT WITH
2 INCH SQUARE OPERATING NUT. ALL GATE VALVES SHALL CONFORM TO AWWA STANDARD C509-1
OR C515-01.
10. ALL 4 INCH WATER SERVICE LINES SHALL BE SDR-9 POLYETHYLENE PLASTIC TUBING OR APPROVED
MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES:
2' STORM SEWER/OTHER UTILITIES NOT LISTED
2' WATER MAINS (POTABLE WATER OVER POTABLE WATER)
2' RECLAIMED WATER LINES (POTABLE WATER OVER RECLAIMED WATER)
T FINAL EARTH GRADE
2' SANITARY SEWER
CROSSING A WATER MAIN OVER A SEWER.
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE
WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE
WATER MAIN IS AT LEAST 24 INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL
CONDITIONS OR BARRIERS PREVENT A 24 INCH VERTICAL SEPARATION - IN WHICH
CASE BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS
MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS
FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING.
CROSSING A WATER MAIN UNDER A SEWER.
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH
WATER AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND
WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET
ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL
BE CENTERED AT THE POINT OF CROSSING. THE DESIGN SHALL MAINTAIN VERTICAL
SEPARATIONS TO SATISFY STATE MINIMUM REQUIREMENTS WHERE THE DUCTILE
IRON PIPE IS USED TO SATSIFY THE HARNETT REGIONAL WATER REQUIREMENTS
ABOVE.
MINIMUM HORIZONTAL SEPARATION BETWEEN UTILITIES:
3-5' EDGE OF PAVEMENT
5' STORM SEWER, POWER POLES AND OTHER UTILITIES NOT LISTED
10' SANITARY SEWER AND RECLAIMED WATER MAINS OR ASSOCIATED LINES
10' ANY NON -PERMANENT STRUCTURES OR IMPROVEMENTS
25' ANY BUILDING FOUNDATION, BASEMENT, SUBSURFACE STRUCTURE
30' ANY SWIMMING POOL
FIRE PROTECTION NOTES:
LATERAL SEPARATION OF SEWERS AND WATER MAINS 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERAILS, TOOLS, EQUIPMENT, AND PERFORM ALL WORK 3/4" DOMESTIC SDR-9 PE ��01 11IAR////%
WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR AND SERVICES NECESSARY FOR OR INCEDENTAL TO THE FURNISHING AND INSTALLATION TO COMPLETE ALL SERVICE LINE `� �� 4Z/
PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT BORING AND JACKING UNDER THE EXISTING ROADWAY AS SHOWN AND AS SPECIFIED IN ACCORDANCE WITH O . FES
LATERAL SEPARATION, IN WHICH CASE: PROVISIONS OF THE CONTRACT DOCUMENTS AND COMPLETELY COORDINATED WITH ALL OTHER TRADES.
� a SEAL
THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK PERFORMED BY THE SUBCONTRACTOR TO MEET 8" (SDR 21) PVC SS MAIN = 0 4g-
BOTTOM OF THE WATER MAIN AT LEAST 2 FEET ABOVE THE TOP OF SEWER ALL NCDOT REQUIREMENTS AND SATISIFY ALL REQUIREMENTS OUTLINED IN HRW SPECIFICATIONS. 8" W 8"1/1/ _
THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER
MAIN
ELOFTHE OM OF THE WATER MAIN AT LEAS2ABOVE THE LOCATED
AT ON ONE
SIDE
ON A BENCH OF UNDISTURBED EARTH, 3. THE CONTRACTOR SHALL REPAIR ANY AND ALL DAMAGES TO EXISTING STREET PAVEMENT OR INSTALL (2) 3/4" WATER SERVICE LINES ;�F�C!UGIN��• \\��
TOP OF SEWER. RIGHT-OF-WAY CAUSED BY THE BORING AND JACKING PROCEDURE. (ROADWAYS AND S DEWALKSUNDER(TYP) //7/ BI
SEWER SYSTEM SEPARATION FROM WETLAND (15A NCAC 2T .03059F) 4. AREAS WHERE BORE PITS ARE DUG SHALL BE RESTORED TO THE SAME CONDITION BEFORE THE BORE AND I WATER METERS SHALL BE
SEWER SYSTEMS SHALL BE LOCATED 50 FEET AWAY FROM ALL WETLANDS JACK OPERATION STARTED LEAVING THE AREA IN AS GOOD OR BETTER CONDITION ONCE THE WORK IS SET 1 FOOT FROM
COMPLETE. 21+00 RIGHT-OF-WAY AND 3 FEET
- WATERS CLASSIFIED WS (EXCEPT WS-1 OR WS-V) B, SA, ORW, HQW, OR SB FROM 5. ANY ANNULAR SPACE EXCEEDING ON -QUARTER INCH IN WIDTH BETWEEN CASING AND TUNNEL SHALL BE FROM PROPERTY LINE, (TYP.)
NORMAL HIGH WATER MARK (OR TIDE ELEVATION) AND WETLANDS - 50 FT. FITTED WITH 1:2 PORTLAND CEMENT MORTOR GROUT, PUMPED INTO THE SPACE FOR FORM A TIGHT FIT
ALTERNATIVES WHERE SEPARATIONS CANNOT BE ACHIEVED AND FOR ALL BETWEEN CASING AND TUNNEL WALLS.
OTHER SEPARATIONS, MATERIALS, TESTING METHODS AND ACCEPTABILITY 3/4" DOMESTIC SDR-9 PE
STANDARDS MEETING WATER MAIN STANDARDS (15A NCAC 18C) SHALL BE SERVICE LINE Q 3 0000
SPECIFIED. 6. ALL WORK ON BORING AND/OR CASING UNDER HIGHWAYS SHALL BE UNDER THE SUPERVISION OF THE p co
NCDOT DISTRICT ENGINEER OR HIS AUTHORIZED REPRESENTATIVE WHO SHALL BE NOTIFIED (5) DAYS N E
WITH REGARDS TO MANHOLES: BEFORE WORK BEGINS. - ++
Z O
3 o 0
MANHOLES SHALL BE PROVIDED WITH A WATERTIGHT FRAME AND COVER WITH 7. CARRIER LINE PIPE AND JOINTS UNDER THE ROADWAY SHALL BE APPROVED AND CONSTRUCTED E o�cn rn p
GASKET. SATISFACTORILY TO THE NCDOT DISTRICT ENGINEER. JOINTS MAYBE BE WELDED, SCREWED OR U
ALL MANHOLE SEAMS SHALL BE EXTERNALLY TAPED/SEALED. MECHANICAL TYPE. PIPE MUST BE SUPPORTED BY A MINIMUM OF (2) TWO PIPE CARRIER SPACERS PER v N 1 J m
MANHOLES SHALL BE PROVIDED WITH A FULL WATERPROOF INTERIOR LENGTH OF PIPE. v m ^ U
COATING/LINING. N
WATERTIGHT PIPE CONNECTIONS SHALL BE PROVIDED CONSISTING OF A 8. THE INSIDE DIAMETER OF THE CASING PIPE FOR A CARRIER PIPE LESS THAN 6 INCHES IN DIAMETER SHALL Z C � u U
FLEXIBLE RUBBER BOOT OR COMPRESSION TYPE CONNECTOR. NOT BE LESS THAN 2 INCHES GREATER THE THE OUTSIDE DIAMETER OF THE CARRIER PIPE, AND NOT LESS J 15' UTILITY U v car
ALL MANHOLES SHALL BE TESTED IN ACCORDANCE WITH ASTM C1244 THAN 4 INCHES GREATER FOR CARRIER PIPES OF 6 INCHES AND LARGER DIAMETER. EASEMENT, (TYP.) Q-r a
"STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY THE - a ,
NEGATIVE AIR PRESSURE (VACUUM) TEST PRIOR TO BACKFILL". 9. THE CASING PIPE SHALL BE INSTALLED AT A MINIMUM 3 FOOT DEPTH FROM SURFACE OF ROADWAY TO TOP w
"DOG HOUSE" TYPE MANHOLES SHALL NOT BE USED. d Z w
OF PIPE AT THE CLOSEST POINT.
ALL MANHOLES NOT INCLUDED AS PART OF A USACOE 404 PERMIT OR DIVISION 0 m
401 CERTIFICATION SHALL MAINTAIN A SEPARATION OF NO LESS THAN 10 FEET 10. WHERE ENDS OF THE CASING ARE BELOW GROUND, THEY SHALL BE SUITABLY SEALED TO PROTECT
FROM WETLANDS
EQUAL CONFORMING TO AWWA D2737.
1.
ALL FIRE HYDRANTS SHALL BE HARNETT COUNTY PUBLIC UTILITIES AND FIRE 6
11.
WHEN SERVICE LINES ARE INSTALLED UNDER ROADWAYS OR SIDEWALKS THEY MUST BE INSTALLED
CODE OFFICIAL APPROVED.
IN A CASING PIPE. 4 INCH WATER SERVICE SHALL BE INSTALLED INSIDE SCH 40 PVC OR STEEL CASING
OF MIN. 2 INCH DIA. 1" WATER SERVICE SHALL BE INSTALLED INSIDE SCH 40 PVC OR STEEL CASING OF
2.
NO FIRE HYDRANT SHALL BE INSTALLED ON LESS THAN A 6 INCH MAIN. 7.
MIN. 3 INCH DIA. 2" WATER SERVICE SHALL BE INSTALLED INSIDE SCH 40 PVC OR STEEL CASING OF
MIN. 4 INCH DIA. CASINGS SHALL BE SET A MINIMUM OF 3 FEET BELOW FINISHED GRADE.
3.
HYDRANTS SHALL HAVE (2) 2 -1 INCH AND (1) 4 z INCH CONNECTIONS WITH
THREADS OF THE NATIONAL PIPE THREAD TYPE.
12.
JOINTING SYSTEMS SHALL BE ELASTOMERIC GASKET TYPE JOINTS OR PUSH ON JOINTS PROVIDING A
8.
WATER TIGHT SEAL. GASKETS FOR FLANGED JOINTS SHALL CONFORM TO ASTM STANDARD C1330
4.
THE UPPER HYDRANT OPERATION STEM WITHIN THE BONNET SHALL BE
AND SHALL BE GRADE 1 RUBBER (NEOPRENE OR OTHER SYNTHETIC RUBBER) FULL FACE TYPE AT
SEALED AND LUBRICATED BY MEANS OF AN OIL OR GREASE BATH, UNLESS
LEAST 8" THICK.
OTHERWISE APPROVED. THE OPERATING NUT SHALL BE PENTAGONAL TYPE
MEASURING 1 Z" FROM POINT TO FLAT. HYDRANTS SHALL OPEN LEFT. 9.
13.
MINIMUM STREET LIGHT SIZE SHALL BE 7,000 LUMEN CLASS OR ITS EQUIVALENT.
5.
ALL HYDRANTS SHALL BE FURNISHED WITH BARREL AND STEM EXTENSIONS
14.
STREET LIGHTS SHALL BE SPACED AT INTERVALS OF 300 FEET FOR RESIDENTIAL SUBDIVISIONS
AS REQUIRED FOR THE FINAL FIELD LOCATION. NOMINAL MINIMUM BURY WITH
BEGINNING AT THE ENTRANCE.
BE A DEPTH OF 3 -1 FEE. ALL HYDRANTS AT FINISH GRADED SHALL MEASURE 18
INCHES FROM GROUND TO CENTER OF STEAMER CAP.
-
-
- -
UTILITY SERVICE EASEMENT DETAIL
ill =20'
- BORE AND JACK 8" WATER LINE
WITH 12" STEEL CASING PIPE.
I I� - EXTEND CASING PIPE UNDER
I II ROAD SIDE DITCH.
I II - INSTALL 2 PIPE CARRIER SPACERS
PER LENGTH OF PIPE MIN.
Road �ign R, Sign
I
I II
- - e - 8" TAPPING SLEEVE
r r r OPEN SPACE I ' I I AND 8 VALVE, (TYP.)
7304.34 SQ. FT. I I 1
20 HARNETT COUNTY �r r r r r r F r r 0.17 AC I I I
8 CAP, (TYP.) / - O IT,
,- �'` '` r r '� '` r '� � r ,� '` '` '` '` '` �
30' PERENNIAL
Q� STREAM BUFFER \ I 9 RECEIVING PIT
r E r r 10'x10,
5843.80 SQ. FT.
0.82 AC 'l� r � r +50
TIERRA HOLDINGS LLC - \ �� r +�- r I I I W
20' PROPOSED �< r FIRE HYDRANT \ - - - - r r / = 11+00 I
DB: 3974; PG: 232 / ' r �r y I
STORM DRAINAGE ASSEMBLY, (TYP.) - \ a1c c_P
MB: 2021; PG: 448 EASEMENT r - -/ 19 - I
�- (1) 8"x2" TEE \ - (1) 8"x2" TEE 15 FES100 g \ I I �
/e/ r'sX 35331.52 SQ. FT. 18 \ , \ I I I
p (1) 8" GATE VALVE O (1) 8" GATE VALVE p, \
(1) 2" GATE VALVE 0.81 AC 35475.80 SQ. FT. 17 (1) 2" GATE VALVE 32310.51 SQ. FT. OPEN SPACE L I I rn O
HARNETT COUNTY r ' r 0.74 AC / �� / 6983.07 SQ. FT. I IQ, C D r
30' PERENNIAL r F�%r r1 ` �RESTRAINT PIPE 0.81 AC 16 0.16 AC
1 33784.36 SQ. FT. \i -p
STREAM BUFFER /' ` LENGTH = 40 FT. 0.78 AC FIRE HYDRANT / FES101 I , s I .II'' W
e e/�� �/ ,30242.38 SQ. FT. ASSEMBLY, (TYP.) Dirt Drive t I M i� ox I r
FES200 NZ \ 9� 15' UTILITY 0.69 AC / �;b - - l u II ,I\ �vei Drive
l /•% r / ,�, �81c \ EASEMENT, (TYP.) I Al
rfrf��
t
// rk �L% 10x70 SIGHT DISTANCE I ailbMailter Meter
i' ,� --r Q- FES201 I 15' UTILITY TRIANGLE, (TYP.)
* � --GRAND I EASEMENT, (TYP.) ,, � 25103.82 SQ. FT. I I ate eter p
r E a w GRIFFON 0.58 AC I
r '^,
� � � �� � � � (50' PUBLIC N V Vqi/ �
r t �\ `,- C�� / \ s W RIGHT-OF-WqY / '/ r'. 2" BLOW OFF, (TYP.)
r r �_--�1. V / ' 15' UTILITY I 8"W )
� E� `�V / EASEMENT, 8„w
V$ I o I I
�k e '� e� O .QJ �` - Cn I N I 8"W / pp Ph b e Pe
r
r r r r 19+0 I
X 0
I I
RESTRAINT PIPE �� 25338.19 SQ. FT.
LENGTH = 20 FT. r r / 2" (SDR 21) PVC 0.58 AC INSTALL (2) 3/4 WATER SERVICE
r % WATER MAIN \ LINES IN A 2" (SCH 40) PVC
r r / SLEEVE UNDER ROADWAYS, / O 2" 25965.39 SQ. FT. QNP/ I I
q \ _ 8" (SDR 21) PVC 0.60 AC
2" BLOW OFF, (TYP.) ,/ \ (TYP.) 32965.38 SQ. FT.
WATER MAIN
LIGHT SPACED
0.76 AC
GRIFFON POIN3OAPART, (TY
SUBDIVISION k 4 DRATHAAR COURT
I I I I Io 2" (SDR 21) PVCPHASEII r '`q' 27150.11 SQ. FT. (50' PUBLIC RIGHT-OFMAY) WATER MAIN CHARLES DENKINS �GravelDrive
E rk r FES300 0.62 AC 12 O FAE "II
k e k 37224.355 SQ. FT. 11 10 9 8 \ E DB: 427 PG 353 S 1 I Fire Hyd.
r Q 26619.72 SQ. FT. O O 7 6 / DB: 459; PG: 74 I I
\ r 1 \ 0.85 AC 0.61 S 25093.04 SQ. FT. 26831.71 SQ. FT. 28072.42 SQ. FT. 29866.96 SQ. FT. O DB: 805; PG: 529 I II
NxQ� \ 0.58 AC 0.62 AC 0.64 AC 32127.27 SQ. FT. \ \
� ,� 0.69 A 0.74 AC I MB: 11; PG: 30 I II I
/
/ rk 43555.31 SQ. FT. \ ' WaterMeter
36694.29 SQ. FT. 1.00 AC1.I I
�r//�/->, -o \ 0.84AC I
vel Drive
`(TI ITI Mai mil
I Fence
/ 1 _
_ t e r e ¢ ¢ t
TEMPORARY GRAVEL FIRE r< eta r r F r er r�r � r r� � r ' M�rbox
r kr ' ekr k r 1 - \ L
r
IAPPARATUS TURNAROUND rk r �k r keerr r >< - / r r r r r kr � _ -
e
1 e t e e ✓/ e e e e¢--
e
EXISTING POND 1 r
OPEN SPACE (PHASE 1)
I (INCLUDING WETLANDS) /
11 1 106,562.44 SQ. FT. EXISTING FIELD LOCATED
2.45 AC / / WETLAND (0.77 AC.) FRED SPIVEY
WANDA \ / EY
DB: 966,� PG: 93
UTILITY LEGEND
\
-1040 FIRE HYDRANT ASSEMBLY
J� - -� - / / O WATER METER Oa3
'� / ►� WATER VALVE
r
Know What'sbelow. ® BACKFLOW PREVENTER SCALE 1"=60'
L � S SANITARY SEWER MANHOLE
Cal( before you dig. O 0 60' 120'
CO SEWER CLEAN -OUT
EXISTING FIELD LOCATED E LIGHT POLE ALL CONSTRUCTION SHALL BE IN ACCORDANCE
/ WETLAND (0.15 AC.) WITH HARNETT COUNTY, NCDEQ AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
AGAINEST THE ENTRANCE OF FOREIGN MATERIALS.
11. DITCH SHORING SHALL BE DONE IN A NEAT, SAFE AND WORKMANLIKE MANNER AS TO PREVENT AN CAVE-INS
OR SETTLEMENT OF THE ROADWAY AND AS TO NOT ENDANGER ANY PERSONNEL WORKING IN THE DITCH.
WATER LINES SERVICING FIRE HYDRANTS SHALL HAVE AT LEAST 500
GALLONS OF WATER PER MINUTE WITH 20 PSI RESIDUAL PRESSURE. 12. IN THE EVENT THAT AN OBSTRUCTION IS ENCOUNTERED DURING THE DRY BORING OPERATION, THE AUGER
AND SPIRAL WELDED SHEEL PIPE ENCASEMENT ARE TO BE WITHDRAWN AND THE VOID IS TO BE
THE FIRE CODE OFFICIAL SHALL APPROVE ALL HYDRANT TYPES AND COMPLETELY FILLED WITH GROUT AT 25 PSI PRESSURE BEFORE MOVING TO ANOTHER BORING LOCATION.
LOCATIONS IN NEW DEVELOPMENTS AND ANY ALTERATIONS TO THE COUNTY
ORDINANCE RELATED TO FIRE HYDRANTS AND FIRE PROTECTION. 13. RESTRAINT LENGTH IS BASED ON SEVERAL FACTORS INCLUDING PIPE SIZE AND MATERIAL, SOIL TYPE, TEST
PRESSURE, FITTING TYPE, DEPTH OF BURY, TRENCH TYPE, AND FACTOR OF SAFETY.
ALL FIRE HYDRANTS SHALL BE LOCATED ON THE RIGHT SIDE OF THE
ROADWAY IN WHICH RESPONDING FIRE APPARATUS WOULD TRAVEL INTO
SUBDIVISIONS, BEGINNING AT THE MAIN ENTRANCE TO THE SUBDIVISION. MARGARET TAYLOR ROBINSON
DB: 752; PG: 414 MARGARET TAYLOR ROBINSON
IN RESIDENTIAL SUBDIVISIONS, FIRE HYDRANTS SHALL BE LOCATED IN SUCH DB: 950; PG: 534
A MANNER THAT NO PRIMARY STRUCTURE IS FURTHER THAN 500 FEET FROM DB: 950; PG: 528
MAP NUMBER 2000-520 PC: E; SL: 1778
A HYDRANT. THE DISTANCE BETWEEN HYDRANTS SHALL BE MEASURED I
ALONG STREET CENTERLINES.
10'x20'
BORE PIT
30'STREETSCAPE
BUFFER
EXISTING FIELD LOCATED
WETLAND (0.77 AC.) - � - MAIL KIOSK
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350
345
340
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320
315
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LOW POINT STA = 12+87.57 HIGH PT STA = 14+24.13
V N 18+00
M,8
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SCALE 1 "=40' NOR
0 40' 80'
\ VERT: 1" = 4'
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
\\ r1 ^ WITH HARNETT COUNTY, NCDEQ AND NCDOT
/VD STANDARDS, SPECIFICATIONS, AND DETAILS.
Aso' pveON
GRUFF
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300' APART, (TYP.)
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295
290
285
280
275
270
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+ 00 FES200
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M„8 o -A 30' PERENNIAL
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(1) 2" GATE VALVE // GRIFFON POINTE
20 SUBDIVISION
j PHASE II
GRAND GRIFFON WAY
(DESIGN SPEED 30 MPH)
LOW POINT STA = 24+36.09
LOW POINT ELEV = 286.72
PVI STA = 23+49.80
PVI ELEV = 288.45
A.D. = 5.75%
K = 30.00
173' VC — ml�l
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DRAWN BY: SBT CHECKED BY: SBT
PRELIMINARY NOT ISSUED FOR
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CONSTRUCTION
DRAWINGS
SCALE 1 "=40'
•
0 40' 80' C4.3
VERT: 1" = 4'
ALL CONSTRUCTION SHALL BE IN ACCORDANCE CLDG
WITH HARNETT COUNTY, NCDEQ AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.

EASEMENT
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NOTES Drainage easements may be rewired to accamadafe drainage beyond the -iighfwf--way:
RECOMMENDED ROAD CONNECTION TO STATE MAINTAINED ROAD DETAIL
NOT TO SCALE
rERRAnv MAz s<"ort _ SECTION A%4
LOAL 2:1' -
ROWNG' '21
MOUMAINOUS_s 1-01
RECOMMENDED CUL-DE-SAC DETAIL
NOT TO SCALE
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PAVEMENT DESIGN` BY THE GEOTECHNICAL ENGINEER.
2.5" S9.5 B
8" ABC SUBJECT TO STANDARDS OUTLINED
(TYPE B) ON PAGE 22-23 OF THE N.C.
SUBDIVISIONS ROADS MINIMUM
CONSTRUCTION STANDARDS
RESIDENTIAL COLLECTOR ROAD
(50' PUBLIC R/W - 20' EOP-EOP)
TYPICAL SECTION
N.T.S.
rt
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6'
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2.5" S9.5 B SUBJECT TO STANDARDS OUTLINED
ON PAGE 22-23 OF THE N.C.
8" ABC SUBDIVISIONS ROADS MINIMUM
(TYPE B) CONSTRUCTION STANDARDS
SYMMETRICAL CUL-DE-SAC
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TYPICAL SECTION
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EDGE OF TRAVEL LANE
R
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RIGHT OF WAY
9' MIN. J
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20' 25' 20'
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CBU (ACCESS FROM PAD)
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NOTE:
SEE FIGURE 1 PAGE 39, "NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION MAINTAIN RrW OFFSET
STANDARDS JANUARY 2010" FOR LOCAL AND COLLECTOR ROAD DIMENSIONS. AROUND CBU TURNOUT
CBU PLACEMENT FOR SHOULDER SECTION RESIDENTIAL SUBDIVISION STREET
c
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—� CLUSTER BOX UNIT SUBJECT TO USPS
SPECIIFICATIONS AND APPROVAL
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22'
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SETBACK
I
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1"=20'
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BUILDING
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u") N
15' UTILITY
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LARGE DECIDUOUS TREE
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ENTRANCE
1"=30'
LANDSCAPING PLANTING SCHEDULE:
KEY
QUANTITY
BOTANICAL NAME
COMMON NAME
MINIMUM
INSTALLED SIZE
USE
TREES
SM
3
ACER SACCHARUM
SUGAR MAPLE
6 FEET
LARGE DECIDUOUS TREE
LARGE SHRUBS (CONTINUOUS HEDGE)
NPH
1 18
ILEX CORNUTA "NEEDLEPOINT"
NEEDLE POINT HOLLY
24 INCHES
EVERGREEN
SHRUBS
AA
6
RHODODENDRON CONLEE, MED LAV
AZALEA ENCORE AUTUMN AMETHYST
24 INCHES
EVERGREEN SHRUB
AC
6
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24 INCHES
EVERGREEN SHRUB
CF
3
CRIMSON FIRE LOROPETALUM
LOROPETALUM X "CRIMSON FIRE"
24 INCHES
EVERGREEN SHRUB
LANDSCAPE NOTES:
1. MINIMUM STANDARDS FOR LANDSCAPE INSTALLATION:
A. LARGE MATURE TREES SHALL HAVE A MINIMUM CALIPER OF 2 INCHES MEASURED 6 INCHES ABOVE THE PROPER
PLANT LEVEL, OR A MINIMUM HEIGHT OF 6 FEET AT TIME OF PLANTING.
B. MEDIUM AND SMALL/ORNAMENTAL TREES SHALL HAVE A MINIMUM HEIGHT OF 6 FEET AT THE TIME OF PLANTING.
IN LIEU OF LARGE TREE PLANTING REQUIREMENTS, MEDIUM AND SMALL TREES SHALL BE PLANTED AT A RATE OF
2 TREES FOR EVERY 1 LARGE TREE.
C. SHRUBS SHALL BE A MINIMUM OF 2 FEET IN HEIGHT AT TIME OF PLANTING.
2. SHRUBS PLANTED FOR SCREENING PURPOSES SHALL FORM THE REQUIRED DENSITY WITHIN 2 YEARS FROM THE TIME
OF PLANTING.
3. GROUND COVER SHALL INCLUDE EVERGREEN OR ORGANIC COVERING AND PROVIDE 100% COVERAGE WITHIN 1 YEAR
OF PLANTING, EXCEPT FOR MULCH OR TURF WHICH SHALL PROVIDE 100% COVERAGE UPON INSTALLATION.
4. RETENTION OF EXISTING VEGETATION SHALL BE MAXIMIZED TO THE EXTENT PRACTICAL, WHERE EVER SUCH
VEGETATION CONTRIBUTES TO REQUIRED BUFFERING AND SCREENING.
5. WHEN EXISTING VEGETATION MEETS THE REQUIREMENTS FOR PLANTINGS THE ADMINISTRATOR MAY WAIVE SOME OR
ALL OF THE REQUIREMENTS.
6. ALL BUFFER TYPES SHALL INCLUDE A STAGGERED ROW OF LARGE MATURING TREES AND AT LEAST 5 LOW GROWING
SHRUBS FOR EVERY REQUIRED LARGE MATURING TREE.
7. STREETSCAPE BUFFER SHALL BE PLANTED WITH A ROW OF EVERGREEN CONIFERS OR BROADLEAF EVERGREENS
PLACED NOT MORE THAN 5 FEET APART TO CREATE A CONTINUOUS HEDGE OF AT LEAST 6 FEET IN HEIGHT WITHIN
TWO YEARS OF PLANTING SUPPLEMENTED WITH LARGE TREES EVERY 30 FEET.
8. ALL SPECIFICATIONS FOR THE MEASUREMENT, QUALITY, AND INSTALLATION OF TREES AND SHRUBS SHALL BE IN
ACCORDANCE WITH AMERICAN STANDARDS FOR NURSERY STOCK, FREE FROM DISEASE AND IN SOUND AND HEALTHY
CONDITION.
3X
ROOTBALL DIAMETER'
_K. YKUIVt UK
NHEALTHY
VIDE STAKING IF SPECIFIED. IF STAKING IS
VIDED, PROTECT TREE WITH BROAD STRAP OR
(IBLE TUBING. ALLOW FLEXIBILITY IN STRAPS TO
ELOP TRUNK TAPER. PROVIDE TURN BUCKLE AND
ZNING FLAGS. REMOVE ALL STAKING AND
ESSORIES WITHIN ONE YEAR FROM PLANTING.
COT FLARE SHALL BE PLANTED AT GRADE, NO
R TAHN 2" ABOVE GRADE, AND NEVER BELOW
E. REMOVE EXCESS SOIL TO EXPOSE THE
FLARE AT GRADE. TREE SHALL BE SET PLUMB
:H DEPTH 3".
'MULCH 3" FROM ROOT FLARE AND
OT CONTACT STEM.
HIGH QUALITY SOIL MIX AS SPECIFIED
WATER SAUCER SHALL BE NO
MORE THAN 3" ABOVE GRADE.
COMPLETELY REMOVE TOP HALF OF
BURLAP, LACING AND WIRE BASKET AND
DISCARD FROM HOLE.
ROOT BALL SHALL BE PLACED DIRECTLY ON
COMPACTED SUBGRADE. HANDLE TREE BY
THE ROOT BALL ONLY.
NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE
DRAINAGE OF ALL PLANTING PITS. (POSITIVE
DRAINAGE AWAY FROM PIT)
2. ADHERE TO STANDARDS IN THE CITY TREE MANUAL.
3. STREET TREES MUST BE 3" CALIPER AT
INSTALLATION WITH A 5' MINIMUM FIRST BRANCH
HEIGHT.
4. PLANTING SEASON OCTOBER - APRIL.
5. A TREE IMPACT PERMIT IS REQUIRED.
6. ELECTRICAL OUTLETS AND OTHER UTILITIES ARE
PROHIBITED IN THE PLANTING AREA IMMEDIATELY
SURROUNDING THE TREE.
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DATE #: 04/06/2022
MUNICIPAL PROJ #: -
CLDG PROJ #: 2021003
DRAWN BY: SBT CHECKED BY: SBT
PRELIMINARY NOT ISSUED FOR
CONSTRUCTION
CONSTRUCTION
DRAWINGS
WON
1"=40'
TREE PLANTING DETAIL
NOT TO SCALE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH HARNETT COUNTY, NCDEQ AND NCDOT CLDG
STANDARDS, SPECIFICATIONS, AND DETAILS. ,

NOTES:'''
1. MATERIAL SHALL BE DUCTILE CASTING WITH GALVANIZED
STEEL COMPONENTS POWDER COATED FOR WEATHER PROTECTION.
2. MANUFACTURER VICTOR STANLEY, INC OR SIMILAR.
3. TO BE BOLTED IN CONCRETE IN GROUND.
METAL BENCH DETAIL
NOT TO SCALE
28' 0
(42) J" X 1"
VERTICAL
SOLID
STEEL BARS",
4L
-EL
FINISHED" SQUARE
d GRADE CENTER
ly ANCHOR
a d BOLT HOLE
v a n ANCHOR BOLT
IN CONCRETE
NOTES:
1. ALL STEEL COMPONENTS TO BE POWDER -COATED TO PREVENT RUST
2. TRASH ENCLOSURE TO BE PERMANENTLY AFFIXED TO THE GROUND WITH ANCHOR BOLTS
3. VICTOR STANLEY SD-42 IRONSITES SERIES 36 GALLON SIDE -DOOR -OPENING LITTER
RECEPTACLE OR SIMILAR
--12'=-
VAN
ACCESSIBLE
RESERVED
PARKING
00
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$250
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00
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VAN ACCESSIBLE SIGN
AS SHOWN ON PLANS
R7-8a
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20.37,6
COLORS
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
SIGN R7-8D
COLORS
LEGEND & BORDER - GREEN
BACKGROUND - WHITE
ACCESSIBLE PARKING SIGN DETAIL
NOT TO SCALE
METAL TRASH CAN DETAIL
NOT TO SCALE
(5) LEVELING
FEET WITH A
J" DIAMETER
THREADED
STEEL SHAFT
CAPACITY HIGH
DENSITY PLASTIC
LINER SITS ON
X 2" SUPPORT
BARS
NOTES:
1. 42" MINIMUM BURY DEPTH FOR SIGN TYPES WITH
THIS DETAIL, PER NCDOT STANDARDS.
2. IF MORE THAN ONE SIGN IS TO BE MOUNTED ON A
POST THE BOTTOM EDGE OF THE LOWER SIGN MUST BE
AT LEAST 72" FROM THE GROUND.
3. FOR BLADE INFORMATION SEE DETAIL HS357.
(2) GALVANIZED BOLTS, NUTS AND WASHERS
i /GALVANIZED U-CHANNEL
SIGN
SECTION A -A
TYPICAL SIGN TO
POST CONNECTION
A
Traffic control
sign size varies
TRAFFIC CONTROL
SIGN
4. ALL SIGNS MUST MEET MUTCD STANDARDS AND
GUILDELINES.
.063 aluminum p(
with reflective vin
graphics, mounte<
u-channel as sh<
Section A -A.
Galvanized
U-Channel I
STOP SIGN
The sign blade connector is
furnished by NC Dept. of
Corrections: Blade Brackets &
Cross Pieces.
Sign blade
(See HS35
•
.063 aluminum panel
with reflective vinyl
graphics, mounted to
u-channel as shown in
Section A -A.
Galvanized
U-Channel Post
STOP & STREET
SIGN COMBO
STANDARD TRAFFIC CONTROL AND STREET SIGN DETAIL
.375
3.875 71 2.125 .375 1.5
1.5
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DATE #: 04/06/2022
MUNICIPAL PROJ #: -
CLOG PROJ #: 2021003
DRAWN BY: SBT CHECKED BY: SBT
PRELIMINARY NOT ISSUED FOR
CONSTRUCTION
CONSTRUCTION
DRAWINGS
C6.1
CLDG

TOP OF FILL
TOP OF FILL TOP OF FILL
O O
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GROUND LINE H GROUND LINE
H GROUND LINE H
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PLACEMENT OF
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TYPE 2 �� PLACEMENT OF
0 O H Q
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+ 3' NOT LESS THAN 6" 112" PER F00T OF 'H'
LUO.D.
BUT NOT LESS THAN 12" v
ROCK O.D. + 3' NOR MORE THAN 24 O.D. + 3'
NORMAL EARTH FOUNDATION
ROCK FOUNDATION AS DIRECTED BY ENGR.
UNSUITABLE MATERIAL FOUNDATION
PIPE IN TRENCH
TOP OF FILL
TOP OF FILL TOP OF FILL
Z
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MIN. - PLACEMENT OF
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ul _In_nl=ul _111=.n1 �u-ul FILLnl_n/=n-_Nl
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I.D./6 MIN. DIRECTED
NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER
O.D.+ 2'
Z ~
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& PRIOR TO
1F2" PER FOOT OF 'H'
PLACEMENT OF
FILL NORMAL EARTH FOUNDATION
BUT NOT LESS THAN 12"
ROCK FOUNDATION NOR MORE THAN 24"
UNSUITABLE MATERIAL FOUNDATION
PIPE
ABOVE GROUND
¢ O
GENERAL NOTES:
In
NOT OPERATE EQUIPMENT ANY UNTIL CULVERT
O
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION.
W THPIPE
BEENPROPERLY BACK ILLED COVEREDAT EAST 3 FEET OF APPROVED MATERIAL.
O
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION.
- - - - - SPRINGLINE OF PIPE
llj
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT
SELECT BACKFILL MATERIAL CLASS III OR CLASS II,
C
G
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
® BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT.
APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE.
® TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
IIPUI_ III _II UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
•. FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE
SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
SHEET 2 OF 3
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL
WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER.
3 00 . 0 i
ACCOMPLISH COMPACTION.
FLEXIBLE
PIPE
o
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Round Corruaated
Steel
Pipe
Round Corrugated Aluminum Pipe
a <
2 2/3 x 1/2 corrugation **
2 2/3 x 1/2 corrugation **
N 1= V
LL _j [L Z
Diameter
Minimum cover
Maximum
Height of
Cover (fleet)
Diameter
Minimum cover Maximum Height of Cover
(feet)
O 0 O =
inches inches
(Ga) i6
14 12
10
8
inches
inches (Ga) 16 14 12 10
8
LLI a Z LL
12
12
204
256
12
12 123 155 218 281
344
H U CC O C.D
15
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162
204
15
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275
Q H
18
12
135
169 239
18
12 81 102 144 187
228
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21
12
115
145 204
21
12 69 87 123 160
195
O Q
24
12
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126 178
24
12 60 76 108 139
171
30
12
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100 142
27
12 67 95 123
151
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12
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83 117
152
30
12 60 85 111
136
CL
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70 100
130
160
36
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113
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48
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60
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74
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** FOR DIFFERENT
CORRUGATIONS AND ARCH PIPES REFER TO
1-4ROADWAY
O
DESIGN MANUAL OR MANUFACTURERS SPECIFICATION.
LL Q
J
REFER
TO THE FOLLOWING FOR PIPE SPECIFICATIONS
Z J
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CSP -
AASHTO M36
J
HOPE
*
(Minimum fill)
2' for pipe
diameters >-
12" and
< 60"
CAAP -
HOPE -
AASHTO M196
AASHTO M294
MF949294
Q N DO
Q
*
(Maximum fill)
20' for pipe
diameters <
24"
PVC -
ASTM or AASHTO M304
Z
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1-4
17' for pipe
diameters >-
30" and
<- 60"
O
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PVC
*
(Minimum fill)
2' for pipe
diameters >-
12" and
-< 36"
NOTES:
FILL HEIGHTS SHOWN WERE CALCULATED USING
Q CCC
*
(Maximum fill)
30' for pipe
diameters >-
12" and
_< 36"
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
CL
Z M
W_
* FILL HEIGHT
IS MEASURED FROM
THE TOP OF
THE PIPE
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
I--
TO
THE BOTTOM OF THE PAVEMENT STRUCTURE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
J
0
RIGID PIPE
LL
o
c
RCP - *
(Minimum fill)
1' for Class
IV & CLASS
V
OQ _
2' for Class
III & Class
II
REFER
TO THE FOLLOWING FOR PIPE SPECIFICATIONS
Cr
*
(Maximum fill)
10' - Class
II pipe
RCP - AASHTO M170
W
FE
20' - Class
III pipe
30' - Class
IV pipe
40' - Class V pipe
(For fills > 40' & < 80'
use LRFD Direct Dbsign Method)
NOTES:
FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
* FILL HEIGHT
IS MEASURED FROM
THE TOP OF
THE PIPE
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
SHEET 3 OF 3
1300 . 01
TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
W1 (FT.)
8" O.C.(TYP.)
REFER TO CHART
FOR BAR SIZE
FI FVATTAN
PLAN
H2
H1
1
I.- L
REFER TO CHART
FOR BAR SIZE
SIDE
NOTES:
THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
838.39, 838.51, 838.57, 838.63 AND 838.69.
INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
USE 4000 PSI CONCRETE.
PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
TO ASTM A185 WITH 2" MIN. CLEARANCE.
PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSHA STANDARD 1926.704.
PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
ALL ELEMENTS PRECAST TO MEET ASTM C913.
WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR SIZE
H1(FT.)
H2(FT.)
D (FT.)
Wi
W2
1.0
#5 @ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5 @ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 @ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5 @ 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5 @ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5 @ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5 @ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5 @ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
1 #5 @ 8"
4.50/5.00
1 7.00/8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5 @ 8"
4.50/5.00
1 7.50/8.50
3.25/4.00
1 7.25/9.25
1 14.00/15.75
6.0
#5 @ 8"
4.50/5.00
1 7.50/8.50
3.25/4.00
1 7.75/9.25
1 14.75/16.75
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DIMENSIONS
STRUCTURE
X (FEET)
Y (FEET)
T (FEET)
D (INCHES)
X (LINER CLASS)
FES200
12.50
12.50
2
18
B
'D' O RCP
2•�
LINER: CLASS'X' RIPRAP
WITH TYPE 2 FILTER FABRIC
PREFORMED SCOUR HOLE DETAIL
NOTES:
1. A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND SOIL
FOUNDATION. THE FILTER BLANKET WILL CONSIST OF A MINIMUM 4" THICK
LAYER OF STONE (NCDOT #57) UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR
APPROVED EQUIVALENT
ENDWALI
NCDOT STD. E
(SEE DE
D"(
A�
L'
(SEE CHART ABOVE
FOR LENGTH)
PLAN
NT.
DIMENSIONS
STRUCTURE
L (FEET)
W (FEET)
T (INCHES)
D (INCHES)
X (CLASS)
EX 18" RCP
9.0
5.1
18
18
B
FES100
20.0
10.5
24
30
1
FES300
9.0
5.1
18
18
B
ENDW
NCDOT STI
(SEE
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W' (SEE CHART ABOVE
FOR WIDTH)
OUTLET BARREL VELOCITY DISSIPATOR
NTS
SECTION A -A
T" LAYER OF CLASS
"X" RIP -RAP
(SEE CHART ABOVE
FOR THICKNESS)
7
41�
0
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4" FILTER BLANKET
PSRM FLUSH WITH
NATURAL GROUND
MIN. 1 FT TUCK
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DATE #: 04/06/2022
MUNICIPAL PROJ #: -
CLDG PROJ #: 2021003
DRAWN BY: SBT CHECKED BY: SBT
PRELIMINARY NOT ISSUED FOR
CONSTRUCTION
CONSTRUCTION
DRAWINGS
I
C6.2
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH HARNETT COUNTY, NCDEQ AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS. C,"' CLDG

A EARTH BERM A
CK DITCH BLO
FUTURE E.O.P. - - ._ - FUTURE E.O.P.
8' MAX. WITH WIRE
( 6' MAX. WITHOUT WIRE) INLET PROTECTION
SUMP LOCATION----. INLET PROTECTION
MIDDLE AND VERTICAL WIRES
SHALL BE 121/2 GAUGE MIN.
TEMP. EARTH SHOULDER BERM TEMP. SLOPE DRAIN TEMP. EARTH SHOULDER BERM TEMP. SLOPE DRAIN
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN. 24" MAX. - - - - - - - - - - - - ----------------------------
(18" MIN.) INLET PROTECTION EROSIONCLAS BCONTROL FOR INLET PROTECTION EROSIONCLASS BCONTROL FOR
OPTION #1 I� OPTION #2 I;�
- - LA LA
EARTH BERM
DITCH BLOCK FUTURE PAVEMENT
WIRE ANCHOR STAKES
TEMP. SHOULDER TEMP. EARTH SHOULDER BERM
7GEOTEXTILE ANCHOR STAKE
BERM DITCH \ MIN. COINCIDEEXTEND RWITHAHEIGHTIOFD TO EARTH BERM DITCH BLOCK syoG<O�9
FINISHED EMBANKMENT FUTURE E.O.P
NOTES � � 12„ ���\` TEMP. EARTH SHOULDER BERM
USE GEOTEXTILE AMINIMUM OF - _ MIN. �� {�io' MAX.
GEOTEXTILE NATURAL GROUND LINE - - - -
rr -�� EARTH BERM DITCH BLOCK ` TEMPORARY SLOPE DRAIN INLET PROTECTION
36 IN WIDTH AND FASTEN ADEQUATELY FILL
TO THE POSTS AND WIRE AS DIRECTED. COMPACTED FILL TEMP. SHOULDER BERM DITCH
5' MIN. ANCHOR STAKE TEMP. SHOULDER MATERIAL
USE WIRE A MINIMUM OF 32" STAGE BUILDUP OF FILL I ELBOW ANCHOR ELBOW PITCH
STAKE
IN WIDTH AND WITH A MINIMUM NOTE: sue` �s4�
_ TOE OF FILL
OF 5 LINE WIRES WITH 12" VERTICAL - - ANCHOR STAKES 30" LONG �TOE�
AND SET MINIMUM 12" DEEP. OF FILL
I CLASS "B" STONE FOR
SPACING. III -III Brr r III- I I -I I I EROSION CONTROL. SEE NOTES. SHOULDER
INT ER \ �\
PROVIDE 5'-0" STEEL POST OF TEMPORARY SLOPE DRAIN
THE SELF -FASTENER ANGLE STEEL ; ; SECTION A -A TEMP. EARTH SHOULDER BERM \ \
TYPE. ; STEEL POST - 2'-0" DEPTH NOTES \\
FOR MECHANICAL SLICING METHOD i 1. OPEN END PIPE WITH SUMP AND MINIMUM SETBACK AND PROPER COMPACTION IS AN ACCEPTABLE
INSTALLATION, GEOTEXTILE SHALL 2. INLET TREATMENT FOR STAGED CONSTRUCTION WHEN NOT LEFT IN PLACE FOR MORE THAN 30 DAYS.
AT INLETS A STANDARD T-SECTION MAY BE INSTALLED FOR MULTI -DIRECTION FLOW AND ELBOWS
BE A MAXIMUM OF 18" ABOVE GROUND FOR 3. EXTENDNSLOPEIDRAINSNTOBOTTOM OF LOW AS ESLOPEISOMETRIC VIEW
, SEDIMENT BASINS AND EROSION CONTROL MEASURES.
SURFACE. EXTENSION OF GEOTEXTILE AND 4. USE CLASS B STONE FOR EROSION CONTROL AT OUTLET LOCATIONS. OPTION #1
WIRE INTO TRENCH 5. USE MAXIMUM SLOPE DRAIN SPACING OF 200 FT MEASURED ALONG TOP OF SLOPE.
TEMPORARY SILT FENCE DETAIL TEMPORARY SLOPE DRAIN DETAIL
NOT TO SCALE NOT TO SCALE
6' MAX. FOR REPAIR OF SILT
STEEL PFENCE FAILURES, USE
OST VARIABLE AS DIRECTED BY THE ENGINEER No. 57 WASHED
IIII IIII
WOVEN WIRE FABRIC TREE PROTECTION AREA
SILT FENCE FABRIC MIN. 12-1/2 GA.
u..•►..A.♦ 0..1..��r
Ili;..•►.. ►..� 1 • ► ��....P......'lI`
INTERMEDIATE
MIN. 10 CA►.�.....�� , WIRES
r......♦►1�
LINE WIRESGRADE
II .. •►..►.. .//..1•..
0 it
I FILL SLOPE
u-•-...-•-•-,►-ate •-o-•-•-.-•-•-..-...r
►.�.0..♦ ♦.....�..►I�
cli
rn
GRADEii►O.�►����� ����� �OOi�i__::zsz�!i!!i!!i!i!�!i!►�i!�!!�!�!i!i!i!i!�!3
11=11= f��cTl�ll= 11=11-II I II 11-11-11-11-11=11 II .11=11 IL .11=11 If If=11 .II 11-=11 II .11=11 IL .II .If IIII-11=11.
illun= __ . DEEP TRENCHLllf I II ��I I II
-_ OVER 1-
C'l1=
SILT FENCE FABRIC ORANGE, UV RESISTANT,
LiANCHOR
DIRECTED III II • • �I II
LI i II I.WIRE FROM• • • 11
Li. :i I:III I:I :III ;II
FRONT
•
SIDE VIEW
NOTES:
1. NO ORANGE SILT FENCE PERMITTED.
2. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED
1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW.
�40"�
3. ORANGE, UV RESISTANT, HIGH-TENSIL STRENGTH, POLLY BARRICADE FABRIC MUST BE USED.
5. END OF SILT FENCE NEEDS TO BE TURNED UPHILL
4'
6. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. 3• TREE PROTECTION AREA
7. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 3• DO NOT ENTER
8. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. 4•
9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. WARNING SIGN DETAIL
10. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE
NO LESS THAN ONE SIGN PER PROTECTION AREA.
11. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
12. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
13. ADDITIONAL SIGNS MAY BE REQUIRED
14. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
TEMPORARY SILT / TREE PROTECTION FENCE DETAIL
NOTES
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL STONE.
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
WITH 1/4 INCH MESH OPENINGS.
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
POST 2 FT. DEEP MINIMUM.
ATTACH HARDWARE CLOTH TO POSTS WITH WIRE
STAPLE OR OTHER ACCEPTABLE METHODS.
SPACE POSTS A MAXIMUM OF 3 FT.
FOR INSTALLATION BETWEEN SECTIONS OF
SILT FENCE, EXTEND SEDIMENT CONTROL
STONE A MINIMUM OF 12" ON EACH SIDE OF
SPECIAL SEDIMENT CONTROL FENCE SECTION.
NOT TO SCALE
VARIABLE
DIMENSION
2 fit
1/4 WIRE MESH
SEDIMENT CONTROL STONE
1 fit min
WATER FLOW 2
SEDIMENT CONTROL STONE
1 ft min
-III Ill�lk�i ;II�III�I�III
STEEL POST - 2 fit DEPTH
1/4 WIRE
2 ft
TEMPORARY SILT FENCE OUTLET DETAIL
NOT TO SCALE
- r
r
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30' r
:I I
- B
IF 1I II (� /
�II�II- I 10" /
I�II�I 4" /
II�II�II I
IIII=�
�10"
11-I I-
1=11= a�
II -III
11=I I I
II=111IIIIIIII 101 \
STAPLE III 6 lei_1111
CHECK
MATTING IN DITCHES
1011 10
4" 30'
B Staple
^ Ch ^^ ^^ eck
_ �^z4 -��
MATTING ON SLOPES
NOTES
1B" EXISTING
(MIN.) GROUND
BACKFILL
6"
STAPLES ON
.�\ 1 CENTERS
O IN TRENCH
yV
6 MIN
MATTING SHALL BE STAPLES ON
PLACED IN TRENCH 1' CENTERS
AND BACKFILLED IN TRENCH
DIAGRAM OA
6
L_'
3'
X�Staple
X
�-- 3'-
N)
/ _
DIAGRAM OB
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, COIR FIBER MAT AND PERMANENT SOIL REINFORCEMENT MAT
(PSRM) INSTALLATION AND AS DIRECTED.
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
EROSION CONTROL MATTING/BLANKET INSTALLATION DETAIL
NOT TO SCALE
Staple Check Patter
))
Staple J 4
DIAGRAM Q
NOTES
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS.
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
BE DETERMINED BY THE ENGINEER.
7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
BY THE ENGINEER.
8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE
TEMPORARY CONSTRUCTION ENTRANCE DETAIL
NOT TO SCALE
SEEDBED PREPARATION
GOOD SEEDBED PREPARATION IS ESSENTIAL TO SUCCESSFUL PLANT ESTABLISHMENT. A
GOOD SEEDBED IS WELL -PULVERIZED, LOOSE, AND UNIFORM. WHERE HYDROSEEDING
METHODS ARE USED, THE SURFACE MAY BE LEFT WITH A MORE IRREGULAR SURFACE OF
LARGE CLODS AND STONES.
LIMING - APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY)
OF THE SOIL IS NOT KNOWN, AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE
RATE OF 1 TO 1 1/2 TONS/ACRE ON COARSE -TEXTURED SOILS AND 2-3 TONS/ACRE ON FINE -
TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND INCORPORATE
INTO THE TOP 4-6 INCHES OF SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE LIMED.
FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE,
APPLY A 10-10-10 GRADE FERTILIZER AT 700-1,000 LB/ACRE. BOTH FERTILIZER AND LIME
SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS
USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION.
SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE
SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAK UP LARGE
clods. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT
JUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS.
GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING
(PRACTICE 6.03, SURFACE ROUGHENING).
PLANT SELECTION
SELECT AN APPROPRIATE SPECIES OR SPECIES MIXTURE FROM TABLE 6.10A FOR SEEDING
IN LATE WINTER AND EARLY SPRING, TABLE 6.10B FOR SUMMER, AND TABLE 6.10C FOR
FALL.
IN THE MOUNTAINS, DECEMBER AND JANUARY SEEDINGS HAVE POOR CHANCES OF
SUCCESS. WHEN IT IS NECESSARY TO PLANT AT THESE TIMES, USE RECOMMENDATIONS
FOR FALL AND A SECURELY TACKED MULCH.
SEEDING
EVENLY APPLY SEED USING A CYCLONE SEEDER (BROADCAST), DRILL, CULTIPACKER SEEDER,
OR HYDROSEEDER. USE SEEDING RATES GIVEN IN TABLES 6.10A-6.10C. BROADCAST
SEEDING AND HYDROSEEDING ARE APPROPRIATE FOR STEEP SLOPES WHERE EQUIPMENT
CANNOT BE DRIVEN. HAND BROADCASTING IS NOT RECOMMENDED BECAUSE OF THE
DIFFICULTY IN ACHIEVING A UNIFORM DISTRIBUTION.
SMALL GRAINS SHOULD BE PLANTED NO MORE THAN 1 INCH DEEP, AND GRASSES AND
LEGUMES NO MORE THAN 1/2 INCH. BROADCAST SEED MUST BE COVERED BY RAKING
OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER OR CULTIPACKER.
HYDROSEEDED MIXTURES SHOULD INCLUDE A WOOD FIBER (CELLULOSE) MULCH.
MULCHING
THE USE OF AN APPROPRIATE MULCH WILL HELP ENSURE ESTABLISHMENT UNDER NORMAL
CONDITIONS, AND IS ESSENTIAL TO SEEDING SUCCESS UNDER HARSH SITE CONDITIONS
(PRACTICE 6.14, MULCHING). HARSH SITE CONDITIONS INCLUDE:
• SEEDING IN FALL FOR WINTER COVER (WOOD FIBER MULCHES ARE NOT CONSIDERED
ADEQUATE FOR THIS USE),
• SLOPES STEEPER THAN 3:1,
• EXCESSIVELY HOT OR DRY WEATHER
• ADVERSE SOILS (SHALLOW, ROCKY, OR HIGH IN CLAY OR SAND), AND
• AREAS RECEIVING CONCENTRATED FLOW.
IF THE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATERFLOW, AS IN CHANNELS,
ANCHOR MULCH WITH NETTING (PRACTICE 6.14, MULCHING)
GROUND
I I I I I
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•••'SIDE
• • • - -:>
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PLAN VIEW
=MINIMUM 4 STAKES ON DOWNSLOPE
MATTING "'III""III"
V-DITCH SECTION VIEW
MIN. 2 STAKES ON UPSLOPE MINIMUM 4 STAKES
[-ON DOWNSLOPE
TRAPEZOIDAL DITCH
SECTION VIEW
SEEDING SCHEDULE
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
300 LBS/ACRE
& ABRUZZI RYE
25 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
120 LBS/ACRE
***BROWNTOP MILLET
35 LBS/ACRE
***OR SORGHUM-SUDAN HYBRIDS
30 LBS/ACRE
SLOPES (3:1 TO 2:1)
MAR 1 -JUN 1 SERICEA LESPEDEZA (SCARIFIED)
50 LBS/ACRE
(MAR 1 - APR 15) ADD TALL FESCUE
120 LBS/ACRE
(MAR 1 - JUN 30) OR ADD HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
JUN 1 - SEP 1 ***TALL FESCUE AND
120 LBS/ACRE
***BROWNTOP MILLET
35 LBS/ACRE
***OR SORGHUM-SUDAN HYBRIDS
30 LBS/ACRE
SEP 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED)
70 LBS/ACRE
AND TALL FESCUE
120 LBS/ACRE
(NOV 1 - MAR 1) ADD ABRUZZI RYE
25 LBS/ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE
FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES
FOR
VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE
THOSE WHICH 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
OVER 12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE
SHADED OUT.
WATTLE --'- \
MATTING
ISOMETRIC
VIEW
T op OF eA
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NOTES:
1) USE A MINIMUM 12 INCH DIAMETER EXCELSIOR WATTLE.
2) USE 24 INCH LONG WOODEN STAKES WITH A 2"x2" NOMINAL CROSS
SECTION.
4) INSTALL WATTLE(S) TO A HEIGHT ON SLOPE SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR SLOPES, OR AS DIRECTED.
5) INSTALL A MINIMUM OF TWO UPSLOPE STAKES AND FOUR
DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND
AT BOTTOM.
6) PROVIDE STAPLES MADE OF 0.125 INCH DIAMETER STEEL WIRE
FORMED INTO A U-SHAPE NOT LESS THAN 12 INCHES IN LENGTH.
7) INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH
SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
8) AFTER INSTALLATION OF STAPLES, CHINK ANY GAPS BETWEEN
WATTLE AND GROUND WITH MATTING.
THROUGHWEAVE STAPLES MESH CASING OF
SECTIONSSTAPLE INSTALLMENT
EXCELSIOR WATTLE DETAIL
NOT TO SCALE
-STAKES
ANGLE STAKES
TO WEDGE
WATTLE ONTO
GROUND
,-MATTING
STAKE INSTALLMENT
CROSS SECTION
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DATE #: 04/06/2022
MUNICIPAL PROJ #: -
CLDG PROJ #: 2021003
DRAWN BY: SBT CHECKED BY: SBT
PRELIMINARY NOT ISSUED FOR
CONSTRUCTION
CONSTRUCTION
DRAWINGS
C6.3
C.'J" I CLDG

NOTES:
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING.
2' MIN.
WASTE MATERIAL -COMPACT,
SEED &MULCH AFTER
CONSTRUCTION OF DITCH
CROSS SECTIONAL VIEW
TEMPORARY DIVERSION DITCH DETAIL
NOT TO SCALE
MAX. 2:1 SIDE SLOPES
BAFFLE (TYP.)
EARTHEN EMBANKMENT
STABLE TRANSITION REQUIRED
SC TO THE BASE OF THE SLOPE
IFS/,
T,y
INLET ZONE
25% OF SURFACE AREA
FIRST CHAMBER
25% OF SURFACE AREA
SECOND CHAMBER
25% OF SURFACE AREA
OUTLET, SEE DETAIL 20.05.2
EXTEND BAFFLES UP SIDES AS
OUTLET ZONE TO NOT ALLOW FLOW AROUND
25% OF SURFACE THE ENDS.
MAINTENANCE: AREA
REPAIR/REPLACE BAFFLES WHEN THEY ,
COLLAPSE, TEAR OR DECOMPOSE.
REMOVE SEDIMENT WHEN CELL IS 1/2 FULL.
INLET
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
4'MAX
SUPPORT POST
24" INTO BOTTOM
OR SIDES
PERSPECTIVE VIEW
OUTLET
MIN. LENGTH:WIDTH RATIO - 2:1
NOTES:
1. 3 BAFFLES (MIN) BETWEEN INLET & OUTLET.
2. SEE N.C. DEQ EROSION AND SEDIMENT
TOP VIEW
CONTROL PLANNING AND DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
3. LOCATE SEDIMENT INFLOW TO THE BASIN AWAY
FROM THE DAM TO PREVENT SHORT CIRCUITS
STAKE TO SUPPORT WIRE
FROM INLETS TO OUTLETS
4. AT A MINIMUM, SEED, STRAW & TACK APPLICATION
REQUIRED FOR SITE INSPECTION APPROVAL
5. TRAPS MUST BE STABILIZED IMMEDIATELY UPON
3'mir
3'mi i
CONSTRUCTION AND PRIOR TO SITE INSPECTION
APPROVAL
\COIR MESH OR JUTE, TRENCHED
DESIGN LIFE OF FABRIC INTO BOTTOM AND SIDE
IS 6-12 MONTHS
TEMPORARY SEDIMENT TRAP
DRAPE BAFFLE MATERIAL OVER WIRE STRAND INSTALL POST TO ANCHOR
AND SECURE WITH PLASTIC TIES AT POSTS BAFFLE TO SIDE OF BASIN AND
AND ON WIRE EVERY 12" I SECURE TO VERTICAL POST
4' MAX. �{
9 GAUGE MIN HIGH /
TENSION WIRE STRAND /
SHALL BE SECURED
TO POST TO SUPPORT 3'
BAFFLE MATERIAL VARIABLE DEPTH
SECURE BOTTOM OF BAFFLE
BAFFLE MATERIAL TO GROUND WITH 12" STAPLES
AT 12" MAXIMUM SPACING BAFFLE MATERIAL
11 GAUGE
NOTES: LANDSCAPE
STAPLE
1. INSTALL THREE(3) COIR FIBER
BAFFLES IN SILT BASINS AND SEDIMENT
DAMS AT DRAINAGE OUTLETS WITH A
SPACING OF 1/4 THE BASIN LENGTH. =III=III -12'
=ail ; ; 1=III-III-ICI
2. TWO(2) COIR FIBER BAFFLES CAN BE
INSTALLED IN SILT BASINS AND DAMS � STEEL POST - 2'-0" DEPTH
LESS THAN 20 FT. IN LENGTH WITH A
SPACING OF 1/3 THE BASIN LENGTH.
3. TOP HEIGHT OF COIR FIBER BAFFLES BAFFLE MATERIAL SHALL BE SECURED
SHALL NOT BE BELOW BASE OF SPILLWAY TO THE BOTTOM AND SIDES OF BASIN
ELEVATION. USING 12" LANDSCAPE STAPLES
TEMPORARY COIR BAFFLE DETAIL
NOT TO SCALE
12" MIN. N.C.D.O.T. #5 OR #57
WASHED STONE
MIN. 1.5' FREE BOARD
DESIGN CRITERIA
PRIMARY SPILLWAY: STONE SPILLWAY
3600 CU FT/ACRE
MAXIMUM DRAINAGE AREA: <5 ACRES
MINIMUM VOLUME: 3600 CU FT PER ACRE OF DISTURBED AREA
MINIMUM SURFACE AREA: 435 SO FT PER CFS OF Q25 PEAK FLOW
MINIMUM L/W RATIO: 2:1
--------------
MINIMUM DEPTH: 3.5 FEET, 1.5FEET EXCAVATED BELOW GRADE
MAXIMUM HEIGHT: WEIR ELEVATION 3.5 FEET ABOVE GRADE
DEWATERING MECHANISM: STONE SPILLWAY
MINIMUM DEWATERING TIME: N/A
BAFFLES REQUIRED: 3 MINIMUM (COIR OR JUTE) MESH
MIN WEIR (COR) 10,
NOTE: TRAPS LESS THAN 20' IN
LENGTH MAY USE BAFFLES.
DESIGN 21" MIN
SETTLED
TOP
IIIII-IIIII=IIII-IIIII-IIIII-���o0
00000000
NOTES: -
000p0
-dill=�=IIIII
IIIII =IIIII=
SEE N.C. DEQ EROSION AND SEDIMENT
- IIIII= i,00 00
00000
CONTROL PLANNING AND DESIGN MANUAL
5 FT
_
IIIII ll�000�
FOR CONDITIONS WHERE PRACTICE APPLIES;
-IIIII=
PLANNING CONSIDERATION & DESIGN CRITERIA. MAX FILL
liO�
2' MIN TO IIII-IIII
BASINS LESS THAN 20' IN LENGTH MAY
3.5' MAX -IIIII= it
USE BAFFLES.
FILTER I-
FABRIC
1.5 FT
SEE 20.05.1 FOR BODY OF SEDIMENT TRAP
5 FT
MIN
9-14" oo�o oo�0�0�0 5 FT
STONE MAX
oo 000"-"-o 0000 0 oo oL.
�1 0
FILTER
1.5' MIN)��
FABRIC
CROSS SECTION
OVERFILL 6"
FOR SETTLEMENT
IIIII-IIIII=II
=IIIII=IIIII-IIIII-
I'
����
000000 '''-IIIII=IIIII
0�0000
=1 EMERGENCY BYPASS
0 _il iAIII-IIIII=IIIII-IIIII-
�10 FT MIN o0000 oO�000- li
6" BELOW SETTLED
o $goo��� IIIII-11 2:1 SIDE
boo 000 00000 0�000 -IIII ''
TOP OF DAM
00000o O000Boo�oo - \
0 oOoo oo�00000 I,-, SLOPE MAX
0000000000000 --
�o 000
�oo�oo IIIII=1�
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0 0 00000000 0� 1:1 SIDE SLOPE
NATURAL
�ooQ�o� I-IIIII MAX
GROUND
� 3 FT
N
MIN
STRUCTURE LIFE LIMITED
TO 2 YEARS PLAN VIEW
MAINTENANCE:
REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF
THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN
A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM
OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN
GRADE.
ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
TEMPORARY SEDIMENT TRAP
OUTLET DETAIL
NOT TO SCALE
NOT TO SCALE
0
LL
F4ow
I
\ CLASS 1 RIP RAP / HEADWALL
\ \ INVERT
PIPE
II o0000 0° FLOW
\\\\I �aQQ°QOQ000� �likk - F<O MINIMUM 3
- W _
oo _
° IIIII-III � 1.5' IIII=
#57 WASHED STONE. 1' THICK X THIGH MIN. -IIIII- I I I I I- I l
/ sEo
FNT STORAGE AREA
MAINTENANCE:
REMOVE SEDIMENT & RESTORE THE SEDIMENT / � I \
STORAGE AREA TO ITS ORIGINAL DIMENSION �v
WHEN SEDIMENT HAS ACCUMULATED TO 1/2
DESIGN DEPTH OF THE TRAP.
PLAN VIEW
ANY RIP -RAP DISPLACED FROM
THE STONE HORSESHOE MUST
BE REPLACED IMMEDIATELY. NOTES:
IF EXCAVATED STORAGE AREA IS USED AS
TEMPORARY SEDIMENT TRAP, THE DESIGN CRITERIA ROCK PIPE INLET PROTECTION
FOR TEMPORARY SEDIMENT TRAP MUST BE SATISFIED. NOT TO SCALE
MAX DIA PIPE IS 36"
RIP RAP HEADWALL (1' MIN HEIGHT
FROM ROAD SHOULDER).
g, _
NATURAL
OO�O GROUND
no000�0)0 FLOW -
-11111 �\
CLASS 1 RIP -RAP
#57 WASHED STONE. V MIN THICKNESS.
CROSS SECTION
FILTER FABRIC
BAFFLES WITH METAL T-POST, WOVEN WIRE
FABRIC BACKING AND COIR FIBER NETTING -
SEE
BAFFLE DETAIL
(THIS SHEET)
BOTTOM ANCHORED
WITH STAPLES
SKIMMER WITH RETRIEVAL ROPE
(SEE DETAIL 04000.18)
TOP OF
DAM 5'-0"�
WEIR
STONE APRON
WITH FILTER FABRIC -
PERSPECTIVE VIEW
TEMPORARY SKIMMER BASIN
NOT TO SCALE
5'-0" RETRIEVAL
TOP SKIMMER
OF DAM ROPE ((SEE DETAIL 040000.18)
WEIR 18" I I I I
PROTECT WEIR WITH FILTER
FABRIC AND RIPRAP
FILTER FABRIC
4" OR 6" PVC
5'x3'x18"
6" STONE APRON
WITH FILTER FABRIC
FILTER FABRIC
NOTES:
1. DRIVE STEEL FENCE POST AT LEAST 18
INCHES INTO SOLID GROUND.
2. WOOD POST ARE NOT ACCEPTABLE.
3. DIRECT WATER TO TOP OF BASIN USING
STABILIZED DITCH, SLOPE DRAIN PIPE
OR OTHER APPROVED METHOD.
BAFFLE DETAIL
CORR FIBER MATTING.
SECURE WITH NYLON
ZIP TIES.
36"
MIN.
ZIP TIES -
FLOW DIRECTION STAPLES
GROUND
I I I-1 11-
WOVEN WIRE FABRIC.
SECURE WITH NYLON ZIP TIES. MIN.
I I Ir '
I
I�
T-POST
PIPE r
WEIR CROSS SECTION
BAFFLES WITH METAL T-POST,
WOVEN WIRE FABRIC BACKING
AND COIR FIBER NETTING
(SEE SHEET 1 of 2)
DITCH AND BURY
FILTER FABRIC EDGE
(MIN. 12" OF FABRIC)
MAINTENANCE
• INSPECT TEMPORARY SKIMMER BASIN AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE
SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN
DEPTH OF THE BASIN. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA. REPAIR BAFFLES.
• CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT
IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT
TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
• STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE BASIN
IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING AND MATTING, AS NEEDED.
TEMPORARY SKIMMER BASIN
NOT TO SCALE
NOTES:
1. SKIMMER IS TO BE A SURFACE DEWATERING DEVICE
SUCH AS BMP SKIMMER OR APPROVED DEVICE.
2. SKIMMER SHOULD RISE TO LEVEL OF WEIR HEIGHT IN
TEMPORARY BASIN OR TO RISER INLET.
3. ROPE ATTACHED TO SKIMMER TO HELP KEEP CLEAN.
4. SIZING OF ORIFICE TO ALLOW FOR DEWATERING TIME
OF 24-72 HOURS.
RIGID FLEXIBLE JOINT
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER
SCHEDULE
vn����LL r�rL Lvwvu� ii iniv �i iv�nv.
NOT INCLUDED WITH SKIMMER SUPPLIED BY USER.
TEMPORARY SKIMMER DETAIL
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DATE #: 04/06/2022
MUNICIPAL PROJ #: -
CLDG PROJ #: 2021003
DRAWN BY: SBT CHECKED BY: SBT
PRELIMINARY NOT ISSUED FOR
CONSTRUCTION
CONSTRUCTION
DRAWINGS
C6.4
NOT TO SCALE
f� I CLDG

BRASS MARKER PLATE MARKED PLATE
WITH ANCHOR
3/4" CHAMFER AT
V EA. CORNER
M
" CAST THE LETTERS "MV" IN
ONE FACE OF THE CONCRETE 4 #3 BARS
-- -- MARKER AND ORIENT TOWARD WLI
THE ROADWAY
I
ROTATE MARKER TO OTHER END
FOR BLOW -OFF
VALVE NO.
8 1z0
--I m 4" SQ. PRECAST CONC. 5~ FT.
POST (4000 P.S.I.)
PLATE VATH VALVE NUMBER,
DIRECTIONAL ARROW -POINTED
TO MARKED VALVE & DISTANCE
TO THE NEAREST FOOT.
TYPICAL VALVE MARKER DETAIL W
NO SCALE
NOTES:
PAINT MARKER BLUE AFTER INSTALLATION
TO EDGE
TYPICAL VALVE BOX DETAI W
NO SCALE
VALVE
W-8" rxcF
LOOPED IN E
LACER WIRE
NOTE: NO, 1
NOTE:
AT PIPE INTERSECTIONS, MULTIPLE
VALVES, RUN WIRE UP AT ONLY
ONE VALVE.
SINGLE 12 AWG SOLID CORE WIR
PLACE EMPTY VALVE HOX AT INTERVALS WHERE
VALVES DO NOT OCCUR do PLACE TRACER WIRE
IN B('v
CONCRETE PROTECT
FINISHED GRAI
BOX
P.V.C. PIPELINE
GATE VALVE
TRACER WERE TO BE LAID ' s
UNDERNEATH WATER LINE _MASONRY BLOCK
TYPICAL TRACER WIRE INSTALLATION DETAIL
NO SCALE
HOTFS:
I. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAST 6"-8' EXCESS
2. PLACE TRACER HARE IN VALVE BOX AT 1.000' INTERVALS OR AS NOTED ON THE PLANS, TYPICAL
3, DO NOT SPLICE WIRE WHEN BEGINNING A NEW SPOOL INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A
BRASS SCREW TO THE VALVE BOX.
BRICK
SIDES
OF PIPE
MIN AST N ET
RING TO SE EXPOSE PROTECTION RING
DE
I. v a va a �, v• ed a
a. a a
.6a A v c NIhf 6' e v
111= I J! i I 11=' 1 I H 1
—I ! i-•---i �-�^! I I --I I I�f I ]�t' ' --•�I I I�I I I�I I 1-- '
e r r r V •' ' ,y,
THREADED
COUPLING
A A
,TAMPEII HRCKFILL;'
VALVE NUT ONLY
MECHANICAL JOINT
WITH GRIP RING
BRASS PIPE NIPPLE 2' DIA
RICK TO OR LONGER TO BRING PIPE
SUPPORT UP TO FINISHED GRADE
THREADED
VALVE BOX
PIPE NIPPLE
MIN 18'
PIPE NIPPLE 2' ➢IA CONCRETE 11
Y •4
4-
NIN. 1/3 C.Y, AT 3000 P.S.I.
, a ".
MASONRY BLOCK
END CAP P
WITH Z' THREADED PORT
TYPICAL
PERMANENT BLOW --'OFF ASSEMBLY
DETAIL W
NO SCALE
4
NOTEi SEE TYPICAL VALVE BOX DETAIL
FOR BRICK INSTALLATION
THRUST BLOCKING
PE PLASTIC TO PROTECT '`' '�' •.'`
TAPPING SLEEVE
TAPPING VALVE
WITH VALVE Box
EXISTING WATER MAIN
TAPPING SLEEVE SMALL BE R❑MAC BRAND
MODEL SST MANUFACTURER WITH 316
STAINLESS STEEL.
NEW WATER MAIN
TYPICAL TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL
ND SCALE
AS SHOWN PRECAST CONCRETE
EDGE ON PLANS PROTECTION RING
OF
ROAD
I
6" G.V. &
6" WATER C. I. BOX
LINE _
STEAMER
CONNECTION
2 1/2" HOSE io
CONNECTION
C7
L..I
BACKFI LL (L
STONE
(7 C.F. MIN.} r
[C ,
m
a A CONIC.
BLOCKING
4-3/4TIE RODS WITH BRACKETS •- {SEE NOTE)
"
6" HYDRANT TEE WEEP HOLE TO
(SEE DETAIL) REMAIN OPEN
NOTE: MASONRY BLOCK 2'-0"
1.}TIE HYDRANT TO MAIM LINE
W/PE RODS IN LIEW OF CONC.
BLOCKING IN SANDY SOIL.
2.)MECHANICAL JOINTS USED WITH GRIP RINGS
TYPICAL FIRE HYDRANT INSTALLATION DETAII
NO SCALE
NOTES:
1. CONCRETE SHALL BE 3.000 PSI MIN.
2. CONCRETE FOR THRUST BLOCKING SHALL BE KEI
FAIRLY DRY, THUS MAKING THE CONCRETE WEDC
SHAPE MORE EASILY FORMED WITH THE WIDEST
PART (BLOCKING AREA) AGAINST UNDISTURBED
3. NO CONCRETE SHALL COVER ANY BOLTS OR GLA
4. ALL PIPING AND ACCESSORIES TO BE WRAPPED
WITH 10 MIL. POLYETHYLENE PRIOR TO POURING
BLOCKING.
5. VOLUME OF THRUST BLOCKING SHALL BE AS SHI
ON THE THRUST BLOCKING SCHEDULE.
MIN.1 /3 C.Y. AT 3000 P.S.I.
PLAN BENDS
�.. - 10" Q OR LESS
24" MIN. - 12" O OR LESS
X
HYDRANT TEE
PLAN TEES
1
PIPE
90' BEND
45' BEND
221 2' BEN❑
11 4 BEND
TEE
PLUG
512E
A
B
A
B
A
B
A
B
A
B
C
❑
4"
8'
12'
8'
8"
6"
6"
6"
6"
8"
9'
10'
16"
6"
10'
12"
8"
10"
B"
8"
S.
8"
10"
10'
12"
18"
13"
10"
10"
8"
8"
8"
8"
10'
12'
12"
24"
1Q
1fi
14
10Tr—
12
6"
10
6"
1Q
11
14
14
25
12'
20'
16'
12'
14'
8'
12'
8"
12
14
16"
16"
W.
14"
22'
18"
14"
16"
10"
14"
1O"
14"
16"
18"
18"
34"
16"
26"
20"
16"
18'
12'
16"
1 12"
16"
1 18'
20"
20"
3fi"
TYPICAL THRUST BLOCK DETAIL 11V
NO SCALE -7
►d►
SPIDERS SUPPORT CARRIER PIPE IN CASING
ENCLOS ENDS WITH
8" BRICK MASONRY
2' BEVEL
WNE CARRIER PIPE
BOLTS
STEEL CASING PIPE
SLOPE TO ORAiN ��vm
2' WEEP HOLE
HEAVY DUTY
STEEL SKiOS (4)
CARRIER PIPE
(SPIDER SIZE DEIERI
SIZE OF STEEL CASIT
INNER PIPE.)
SECTION "A"
PAVEMENT (ONE OR TWO
LANES)
Y-0" MIN. COVER OR AS SHOWN
ON THE PLANS. -
TRANSITION FITTING AS
REQUIRED
TYPICAL BORING & JACKING DETAIL W
NO SCALE 8
a
I' FROM EDGE OF ROW o
PLASTIC LID WITH CAST IRON 4
LID IN CENTER
9'
W-6' MIN. COVER
OR AS SHOWN ON
THE PLANS
1" Inch Gate Valve
Required on
Customer side
X 18"
Within 12 inches of
SERVICE LINE
B S NIPPLE
the ASeter Box
FROM STREET \
METER SETTER
CENTERED
IN BOX METER TO BE INSTALLED
P.R.V. Location down stream of the cut-off valve
BRICK SUPPORT
1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED
METER SETTER WITH
2. INCLUDE STONE IN PRICE OF METER BOX.
DOUBLE CHECK VALVE
(BACKFLOW PREVENTER)
3. METER SETTER SIZE AS NOTED ON PLANS.
4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
TYPICAL 1" METER SETTER INSTALLATION DETAIL
NO SCALE
12"SAW CUT EXIST, 12"
T. PAVEMENT
EAST. PAV'F.
I. I
• F'�7�w77'r'•W2
g+p04
���* ♦jai
10" STONE MEETING N.C.D.O•T. SPECIFICATIONS
FOR A.B.C. STONE, TYPE B OR C. TO BE
COMPACTED TO 100 X MAXIMUM DRY DENSELY
NOTES:
1. PAVEMENT SFWl BE CUT TO TRUE LINE AND
REMOVED BEFORE TRENCH IS CUT.
2. STONE AND PAVEMENT TO BE PLACED WITH LEAST
INTERFERENCE TO TRAFFIC,
3, STABILIZED AGGREGATE TO BE SECURED FROM AN
APPROVED QUARRY.
4. ALL PAVEMENT REPAIRS TO BE IN ACCORDANCE
WITH N.C.D,O.T. SPECIFICATIONS,
PIPE O.D. PLUS 18" FOR PIPES UNDER 33' O.D.
PIPE O.D. PLUS 24" FOR PIPES OVER 33' O.D.
TYPICAL TRENCH IN BITUMINOUS SURFACE AREAS DETAIL
NO SCALE
a
PLAN
24"x18" R-1 1--inn o
V/
ISOMETRIC
24 �-I
19,
ELEVATION AO
CAST IR❑N
_T
+ + + + + + + + + +
++++++++++
++++++
+ + +
+++++++ tit CIG++++ �• 11"
+++++++h1ETF�R+++++++
++++++++++
+++++++ ++
16 3/4"
TYPICAL METER BOX DETAIL FOR 3/4" SERVICE/ W
NO SCALE
1 5
NOTES,
1.
INSTALL METER AT R/W
P.
TWO (2)-3/4' SERVICE LINES MUST BE INSTALLED
INSIDE A 2' SLEEVE.'
3,
'TWO (2)-1' SERVICE LINES MUST BE INSTALLED
INSIDE A 3' SLEEVE.'
LJ
4.
SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE,
LLI
z
(L
5,
SEE DETAIL FOR SERVICE MATERIAL AND METER
_j
SETTING
w
CL
6.
SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE
OF DITCHES.
7.
CONDUIT MUST EXTEND PAST D SIDEWALK,
R/W
1 •
SIDEWALK
2' PVC SLEEVE W/ 3/4' CARRIER
SINGLE 3/4' SERVICES
METERS SHOULD B
INSTALLED 3' OFF � W
PROPERTY LINE IL 7i
D�
IL
TYPICAL DOMESTIC WATER SERVICE INSTALLATION DETAIL
NO SCALE
EXISTING AS NOTED ON PLANS
ROAD
ROAD SHOULDER
z BACKFILL AS
INDICATED
I
i+f
45' BEND
NEW WATER LINE SERVICE LINE TO
CORPORATION METER CONNECTION
COCK—A.Y. MCDONALD OR EQUAL
SERVICE SADDLE - A.Y. MCOONALO OR EQUAL
STYLE HINGED 3591 FOR 3 4"
SERVICE SADDLE - A.Y. M 00NALD OR EQUAL
TRENCH WIDTH
PIPE 0.0. + 18" FOR PIPES UNDER 33" O.D.
NOTE. PIPE D.D. + 24" FOR PIPES OVER 33' O.D.
1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE,
45' BEND, CORPORATION COCK AND ALL LABOR INVOLVED #N
MA1(INC A COMPLETE SERVICE CONNECTION.
2. SERVICE PIPING TO BE 3/4' SDR-9 PE TUBING
3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE
TYPICAL WATER SERVICE CONNECTION
USING TAPPING SADDLE DETAIL rw
NO SCALE
C ARO
a SEAL
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DATE #: 04/06/2022
•
MUNICIPAL
PROJ #: -
CLDG PROJ #: 2021003
• DRAWN BY:
SBT CHECKED
BY: SBT
PRELIMINARY
NOT ISSUED
FOR
CONSTRUCTION
CONSTRUCTION
DRAWINGS
C6.5
f� I CLDG