SW6200104_1525 PERMITTING 12-16-19_2/4/2020

MARKET PLACE SUBDIVISION
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Know what's below.
Call before you dig.
NORTH
CIVIL ENGINEER
4D SITE SOLUTIONS, INC.
409 Chicago Drive - Suite 112
Fayetteville, North Carolina 28306
910-426-6777
Contact: Scott Brown, PE
email: [e-mail]
BARBECUE TOWNSHIP
NEAR BROADWAY, NORTH CAROLINA
HARNETT COUNTY
OWNER/DEVELOPER
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
910-263-2944
Contact: Trace McLean
email: [e-mail]
AILS
TER DETAILS
M & EC DETAILS
ION CONTROL DETAILS
SURVEYOR
4D SITE SOLUTIONS, INC.
409 Chicago Drive - Suite 112
Fayetteville, North Carolina 28306
910-426-6777
Contact: Jimmy Holland, PLS
email: [e-mail]
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12-12-1�
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4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
TAX I D# 9597-31-2392.000
NEAR SANFORD
BARBEQUE TOWNSHIP
HARNETT COUNTY
NORTH CAROLINA
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
SEE SHEETS
DATE RELEASED
DECEMBER 18, 2019
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED

HARNET COUNTY UTILITY NOTES
TAPPED DIRECTLY TO THE WATER MAIN. SPLIT SERVICES ARE NOT ALLOWED BY HCDPU.
SITE
NOTES
UTILITY NOTES
P.
THE WATER MAIN(S), FIRE HYDRANTS, GATE VALVES, SERVICE LINES, METER SETTERS
WATER
AND ASSOCIATED APPURTENANCES MUST BE RATED FOR 200 PSI AND
1.
ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE AS-BUILTS DURING THE CONSTRUCTION
A.
THE FIRE MARSHAL'S OFFICE SHALL APPROVE ALL HYDRANT TYPES AND LOCATIONS IN
HYDROSTATICALLY PRESSURE TESTED TO 200 PSI. THE HYDROSTATIC PRESSURE
THE GENERAL CONTRACTOR.
OF THE WATER LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON THE AS -BUILT
NEW SUBDIVISIONS. HOWEVER, HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES
TEST(S) MUST BE WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. THE
2.
EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE FOUND TO
DRAWINGS. ALL VALVES AND CHANGE IN DIRECTION OF THE WATER LINE SHALL BE LOCATED
(HCDPU) PREFERS THE CONTRACTORS TO INSTALL ONE OF THE FOLLOWING FIRE
UTILITY CONTRACTOR MUST NOTIFY HCDPU WHEN THEY ARE READY TO BEGIN FILLING
VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
WITH A MINIMUM OF TWO DISTANCES FROM A KNOWN OBJECT. THE CONTRACTOR WILL PROVIDE
HYDRANTS:
IN LINES AND COORDINATE WITH HARNETT COUNTY TO WITNESS ALL PRESSURE
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO VERIFY THE LOCATION OF THEIR
THE AS -BUILT DRAWINGS TO THE OWNER TO BE USED FOR THE WATER LINE CERTIFICATION AT
1.
MUELLER - SUPER CENTURION 250 A11423 MODEL WITH A 5%" MAIN VALVE
TESTING.
RESPECTIVE UTILITIES. ALL DAMAGE INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION
THE COMPLETION OF THE PROJECT.
OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE);
Q.
THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USING
SHALL BE REPAIRED AT THE GENERAL CONTRACTORS EXPENSE.
2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES ARE APPROXIMATE UNLESS
2.
AMERICAN DARLING - MARK B-84-B MODEL WITH A 5�/" MAIN VALVE OPENING
COMPRESSED AIR OR OTHER INERT GAS ON THE STAINLESS STEEL TAPPING SLEEVE(S)
3.
ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
OTHERWISE NOTED.
THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE);
PRIOR TO MAKING THE TAP ON THE EXISTING WATER MAIN. THIS PNEUMATIC PRESSURE
4.
ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AFFECTED
TEST MUST BE WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. THE
5.
ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH STATE AND
BY THE PROPOSED WORK.
3.
WATEROUS - PACER B-67-250 MODEL WITH A 5%" MAIN VALVE OPENING THREE
UTILITY CONTRACTOR SHALL USE ROMAC BRAND STAINLESS STEEL TAPPING SLEEVE(S)
LOCAL LAWS AND REGULATIONS.
4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE THE
WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE) OR APPROVED EQUAL FOR
6.
ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HARNETT COUNTY AND STATE
PROPOSED WORK, AND SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS
STANDARDIZATION.
OR APPROVED EQUAL FOR ALL TAPS MADE IN HARNETT COUNTY. ALL NEW WATER LINE
REGULATIONS.
5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS POINTING DOWNSTREAM. ALL PIPES
B.
FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE IN THE
EXTENSIONS MUST BEGIN WITH A RESILIENT WEDGE TYPE GATE VALVE SIZED EQUAL TO
SHALL BE PLACED TRUE TO LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY CENTERED,
VICINITY OF ANY FIRE HYDRANT WHICH IMPEDES ITS OPERATION SHALL BECOME THE
THE DIAMETER OF THE NEW WATER LINE EXTENSION IN ORDER TO PROVIDE A MEANS
AND WITH A SMOOTH INVERT AT THE JOINT.
RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR CORRECTION. CORRECTIONS WILL BE
OF ISOLATION BETWEEN HARNETT COUNTY S EXISTING WATER MAINS AND THE NEW
6. MINIMUM SEPARATION BETWEEN SEWER (STORM OR SANITARY) AND WATER LINES SHALL BE 10'
MONITORED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR AND THE HARNETT
WATER LINE EXTENSIONS UNDER CONSTRUCTION.
HORIZONTAL OR 18" VERTICAL UNLESS NOTED OTHERWISE. MINIMUM VERTICAL SEPARATION
COUNTY FIRE MARSHAL.
R.
ALL WATER MAINS WILL BE CONSTRUCTED WITH SDR :121 PVC PIPE OR CLASS 50
C.
THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND PROVIDE THE NCDENR
DUCTILE IRON PIPE RATED FOR AT LEAST 200 PSI OR GREATER. ALL PIPES MUST BE
BETWEEN SANITARY SEWER AND STORM SEWER SHALL BE 24" UNLESS NOTED OTHERWISE.
"AUTHORIZATION
PROTECTED DURING LOADING, TRANSPORT, UNLOADING, STAGING, AND INSTALLATION.
7. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH HCDPU
TO CONSTRUCT" PERMIT TO THE UTILITY CONTRACTOR BEFORE THE
PVC PIPE MUST BE PROTECTED FROM EXTENDED EXPOSURE TO SUNLIGHT PRIOR TO
AND NCDEQ TECHNICAL SPECIFICATIONS.
CONSTRUCTION OF THE WATER LINE SHALL BEGIN. THE UTILITY CONTRACTOR MUST
INSTALLATION.
8. ALL MATERIALS SHALL BE APPROVED BY HCDPU BEFORE INSTALLATION.
POST A COPY OF THE NCDENR "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY
S.
ALL WATER MAINS WILL BE FLUSHED AND DISINFECTED IN STRICT ACCORDANCE WITH
9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND HCDPU A MINIMUM OF 48
THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES -
THE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF PUBLIC
HOURS BEFORE CONSTRUCTION OF THE WATER LINE BEGINS. THE CONTRACTOR SHALL ALSO
DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION (NCDENRE
UTILITIES. ALL WATER SAMPLES COLLECTED FOR BACTERIA TESTING WILL BE COLLECTED
NOTIFY THE ENGINEER OF RECORD AND HCDPU 48 HOURS IN ADVANCE OF ALL TESTING.
DEH,PWSS) ON SITE PRIOR TO THE START OF CONSTRUCTION. THE PERMIT MUST BE
BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR AND TESTED IN THE HCDPU
10. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY MAY REQUIRE DEMOLITION. NO
MAINTAINED ON SITE THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS OF THE
LABORATORY.
EROSION
CONTROL NOTES
UTILITIES SHALL BE LEFT IN PLACE THAT CROSS THE NEW LOTS UNLESS RUNNING ALONG A
PROPOSED WATER LINES THAT WILL SERVE THIS PROJECT.
T.
ALL FITTINGS LARGER THAN TWO (2') INCHES DIAMETER SHALL BE DUCTILE IRON.
LOT LINE. IF ADDITIONAL UTILITIES ARE FOUND, CONTACT ENGINEER PRIOR TO DEMOLITION.
D.
THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT COUNTY DEPARTMENT OF PUBLIC
HCDPU REQUIRES THAT MECHANICAL JOINTS BE ASSEMBLED WITH GRIP RINGS AS
1.
ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND FAILURE EACH
11. ALL ELEVATIONS ARE IN NAVD 88 DATUM.
UTILITIES (HCDPU) AND THE PROFESSIONAL ENGINEER (PE) AT LEAST TWO DAYS PRIOR
"MEGALUG" FITTINGS ARE NOT APPROVED BY HARNETT COUNTY FOR PIPE SIZES
ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND INLET
C
TO CONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A
UTILITY
SMALLER THAN TWELVE INCHES (12") DIAMETER. PVC PIPE USED FOR WATER MAINS
PROTECTION DEVICES WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
U N MOSS, HCDPU UTILITY CONSTRUCTION
PRE❑CONSTRUCTION CONFERENCE WITH
SHALL BE CONNECTED BY SLIP JOINT OR MECHANICAL JOINT WITH GRIP RINGS. GLUED
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
INSPECTOR LEAST TWO 2 DAYS BEFORE CONSTRUCTION WILL BEGIN AND THE
( )
PIPE JOINTS ARE NOT ALLOWED ON PVC PIPE USED FOR WATER MAINS IN HARNETT
PROPERLY. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
UTILITY CONTRACTOR MUST COORDINATE WITH HCDPU FOR REGULAR INSPECTION
COUNTY.
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
VISITATIONS AND ACCEPTANCE OF THE WATER SYSTEM(S). CONSTRUCTION WORK SHALL
U.
HCDPU REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE
NEEDED TO MAINTAIN A PROPER BARRIER.
BE PERFORMED ONLY DURING THE NORMAL WORKING HOURS OF HCDPU WHICH IS 8:00
TRENCH WITH ALL WATER LINES. THE TRACER WIRE SHALL BE 12 GA. INSULATED, SOLID
2.
TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES INTENDED TO
AM - 5:00 PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS NOT
COPPER CONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF THE VALVE BOXES
CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED BEFORE ANY
PERMITTED BY HCDPU.
OR MANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE UNDERGROUND ON
EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE EARLIEST POSSIBLE POINT DURING
E.
THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HCDPU AND THE UTILITY
TRACER WIRE INSTALLED IN HARNETT COUNTY. THE TRACER WIRE MAY BE SECURED
CONSTRUCTION.
CONTRACTOR WITH A SET OF NCDENR APPROVED PLANS MARKED 'RELEASED FOR
WITH DUCT TAPE TO THE TOP OF THE PIPE BEFORE BACKFILLING.
3.
TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PER THE
CONSTRUCTION" AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE
V.
THE UTILITY CONTRACTOR WILL PROVIDE PROFESSIONAL ENGINEER (PE) AND THE
DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA
REGISTERED LAND SURVEYOR (RLS) SHOULD STAKE OUT ALL LOT CORNERS AND THE
HCDPU UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE FIELD DRAWINGS
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
GRADE STAKES FOR THE PROPOSED FINISH GRADE FOR EACH STREET BEFORE THE
TO IDENTIFY THE INSTALLED LOCATIONS OF THE WATER LINES) AND ALL ASSOCIATED
4.
THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE A MINIMUM OF 48 HOURS
UTILITY CONTRACTOR BEGINS CONSTRUCTION OF THE WATER LINE(S). THE GRADE
SERVICES. ALL CHANGE ORDERS MUST BE PRE❑APPROVED BY HCDPU AND THE
PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. 910-433-3300
STAKES SHOULD BE SET WITH A CONSISTENT OFFSET FROM THE STREET CENTERLINE
PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED
5.
REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND
SO AS NOT TO INTERFERE WITH THE STREET GRADING AND UTILITY CONSTRUCTION.
LINE FIELD DRAWINGS.
PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING OCCURS.
F.
THE UTILITY CONTRACTOR SHALL PROVIDE THE HCDPU UTILITY CONSTRUCTION
W.
THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH UTILITY PIPE OR LINE
6.
LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25) FEET FROM ANY PUBLIC OR
INSPECTOR WITH MATERIAL SUBMITTALS AND SHOP DRAWINGS FOR ALL PROJECT
WHICH MAY CONFLICT WITH CONSTRUCTION OF PROPOSED WATER LINE EXTENSIONS
PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS,
MATERIALS PRIOR TO THE CONSTRUCTION OF ANY WATER LINE EXTENSION(S), AND
WELL IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE UTILITY
STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL
ASSOCIATED WATER SERVICES IN HARNETT COUNTY. THE MATERIALS TO BE USED ON
CONTRACTOR SHALL PROVIDE BOTH HORIZONTAL AND VERTICAL CLEARANCES TO THE
EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. TEMPORARY
THE PROJECT MUST MEET THE ESTABLISHED SPECIFICATIONS OF HCDPU AND BE
PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE TO ADJUST THE WATER LINE DESIGN
STOCKPILES LOCATED ON PAVED SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE
APPROVED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ALL SUBSTANDARD
IN ORDER TO AVOID CONFLICTS WITH EXISTING UNDERGROUND UTILITIES. THE UTILITY
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS.
MATERIALS OR MATERIALS NOT APPROVED FOR USE IN HARNETT COUNTY FOUND ON
CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND BE RESPONSIBLE FOR
7.
MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE
THE PROJECT SITE MUST BE REMOVED IMMEDIATELY WHEN NOTIFIED BY THE HCDPU
TEMPORARY RELOCATION AND/OR SECURING EXISTING UTILITY POLES, PIPES, WIRES,
CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND
UTILITY CONSTRUCTION INSPECTOR.
CABLES, SIGNS AND/OR UTILITIES INCLUDING SERVICES IN ACCORDANCE WITH THE
SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR
G.
THE WATER MAIN(S), FIRE HYDRANTS, SERVICE LINES, METER SETTERS AND ALL
UTILITY OWNER REQUIREMENTS DURING WATER LINE INSTALLATION, GRADING AND
ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN STRICT IN ACCORDANCE WITH
STREET CONSTRUCTION.
8.
TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE BEEN FINISH
THE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF PUBLIC
X.
PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS
GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE BUILDING CONSTRUCTION
UTILITIES (HCDPU). THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE
OR NCDOT RIGHT-OF-WAYS THE UTILITY CONTRACTOR IS REQUIRED TO HAVE A SIGNED
OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, WIND AND
NEWLY INSTALLED WATER MAIN(S), WATER SERVICE LINES AND ALL ASSOCIATED METER
NCDOT ENCROACHMENT AGREEMENT POSTED ON SITE AND NOTIFY ALL CONCERNED
RUNNING WATER WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION CONTROL MATTING,
SETTERS AND METER BOXES FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS
UTILITY COMPANIES IN ACCORDANCE WITH G.S. 87-102. THE UTILITY CONTRACTOR
AND/OR SODDING AND STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
UNTIL THE NEW WATER MAINS) HAVE BEEN APPROVED BY THE NORTH CAROLINA
MUST CALL THE NC ONE CALL CENTER AT 811 OR 632-4949 TO VERIFY THE LOCATION
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED.
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF
OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. EXISTING UTILITIES
9.
DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE PROTECTED AREA
ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION (NCDENRi DEH, PWSS)AND
SHOWN IN THESE PLANS ARE TAKEN FROM MAPS FURNISHED BY VARIOUS UTILITY
HAS UNDERGONE FINAL STABILIZATION AND PERMANENT VEGETATION HAS BEEN ESTABLISHED,
ACCEPTED BY HCDPU.
COMPANIES AND HAVE NOT BEEN PHYSICALLY LOCATED OR VERIFIED BY THE P.E. (I.E.
IT IS RECOMMENDED THAT NCDEQ APPROVE THE ACTION PRIOR TO REMOVAL.
H.
PRIOR TO ACCEPTANCE, ALL SERVICES WILL BE INSPECTED TO INSURE THAT THEY ARE
TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER, FIBER OPTIC, NATURAL GAS,
10.
THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE INITIATION OF
INSTALLED AT THE PROPER DEPTH. ALL METER BOXES MUST BE FLUSH WITH THE
ETC.). THE UTILITY
CONSTRUCTION ACTIVITY.
GROUND LEVEL AT FINISH GRADE AND THE METER SETTERS MUST BE A MINIMUM OF 8"
CONTRACTOR WILL BE RESPONSIBLE TO REPAIR ANY AND ALL DAMAGES TO THE
11.
THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE OVER ALL
BELOW THE METER BOX LID. METER SETTERS SHALL BE CENTERED IN THE METER BOX
SATISFACTION OF THE RELATED UTILITY COMPANY.
OTHER CONSTRUCTION ACTIVITIES.
AND SUPPORTED BY BRICK, BLOCK OR STONE.
Y.
THE UTILITY CONTRACTOR SHALL PROVIDE HCDPU WITH AT LEAST ONE (1) FIRE
12.
THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND PERFORMANCE OF ANY
I.
THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) AND
HYDRANT WRENCH AND ONE (1) BREAKEAWAY FLANGE KIT FOR EVERY SUBDIVISION
OTHER PARTIES PERFORMING WORK ON THIS PROJECT.
HCDPU UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE DRAWINGS
WITH FIRE HYDRANTS DEVELOPED IN HARNETT COUNTY. THESE ITEMS MUST BE
13.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
IDENTIFYING THE COMPLETE WATER SYSTEM INSTALLED FOR EACH PROJECT. THE RED
PROVIDED TO HCDPU BEFORE THE FINAL INSPECTION WILL BE SCHEDULED BY THE
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
LINE DRAWINGS SHOULD IDENTIFY THE MATERIALS, PIPE SIZES AND APPROXIMATE
HCDPU UTILITY CONSTRUCTION INSPECTOR. IN ADDITION, THE UTILITY CONTRACTOR
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEPTHS OF THE WATER LINES AS WELL AS THE GATE VALVES, FIRE HYDRANTS, METER
SHALL INSTALL A 4" X 4" CONCRETE VALVE MARKER AT THE EDGE OF THE
PRACTICES AS DESIGNED.
SETTERS, BLOW OFF ASSEMBLIES AND ALL ASSOCIATED APPURTENANCES FOR ALL
RIGHT-OFEWAY TO IDENTIFY THE LOCATION OF EACH GATE VALVE INSTALLED IN THE
14.
PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO
WATER LINES)
NEW WATER SYSTEM WITH THE EXCEPTION OF THE FIRE HYDRANT ISOLATION VALVES.
GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
CONSTRUCTED IN HARNETT COUNTY. THE RED LINE DRAWINGS SHOULD CLEARLY
THE CONTRACTOR SHALL MEASURE THE DISTANCE FROM THE CENTER OF THE
ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED
IDENTIFY ANY DEVIATIONS FROM THE NCDENR APPROVED PLANS. ALL CHANGE ORDERS
CONCRETE MARKER TO THE CENTER OF THE VALVE BOX. THIS DISTANCE (IN LINEAR
WILL, WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
MUST BE APPROVED BY HCDPU AND THE PROFESSIONAL ENGINEER (PE) IN WRITING
FEET) SHALL BE STAMPED ON THE BRASS PLATE LOCATED ON THE TOP OF THE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS.
CONCRETE VALVE MARKER. IN LIEU OF INSTALLING THE CONCRETE VALVE MARKERS,
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3),
J.
POTABLE WATER MAINS CROSSING OTHER UTILITIES AND NON ❑POTABLE WATER LINES
THE UTILITY CONTRACTOR MAY PROVIDE AT LEAST TWO MEASUREMENTS FROM TWO
PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION MUST BE
(SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM
INDEPENDENT PERMANENT ABOVE GROUND STRUCTURES TO THE PROFESSIONAL
ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 WORKING DAYS OR 90 CALENDAR DAYS
VERTICAL DISTANCE OF TWENTY iFOUR (24') INCHES BETWEEN THE POTABLE WATER
ENGINEER (PE) IN THE RED LINE DRAWINGS TO IDENTIFY THE VALVE LOCATIONS. THE
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION DEVELOPMENT.
MAIN AND ALL OTHER UTILITIES. NCDOT REQUIRES THE NEW WATER MAINS TO BE
PROFESSIONAL ENGINEER ( PE) MUST INCLUDE THESE MEASUREMENTS IN THE AS BUILT
15.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES SHOWN AND
INSTALLED UNDER THE STORM WATER LINES. THE POTABLE WATER MAIN SHALL BE
RECORD DRAWINGS SUBMITTED TO HCDPU.
ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING THE COURSE OF
INSTALLED WITH TWENTY iFOUR (24') INCHES OF VERTICAL SEPARATION AND WITH
Z.
THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO
16.
CONSTRUCTION.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
DUCTILE IRON PIPE WHEN DESIGNED TO BE PLACED UNDER A NON 1 1 POTABLE WATER
LEAKAGE DAMAGE FROM POOR WORKMANSHIP DURING THE ONE YEAR WARRANTY
TO THE DETAILS HEREIN.
LINE SUCH AS SANITARY SEWER OR STORM SEWER LINES. IF THESE SEPARATIONS
PERIOD ONCE THE WATER SYSTEM IMPROVEMENTS HAVE BEEN ACCEPTED BY HARNETT
17.
THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS TRACE MCLEAN.
CANNOT BE MAINTAINED THEN THE WATER MAIN SHALL BE INSTALLED WITH DUCTILE
COUNTY. HARNETT COUNTY WILL PROVIDE MAINTENANCE AND REPAIRS WHEN
CONTACT 910-263-2944.
IRON PIPE. BOTH THE POTABLE WATER MAIN AND THE NON i iPOTABLE WATER LINE
REQUESTED AND BILL THE DEVELOPER AND/OR UTILITY CONTRACTOR IF NECESSARY
MUST BE CAST IRON OR DUCTILE IRON PIPE (DIP) IF THE STATE MINIMUM SEPARATIONS
DUE TO LACK OF RESPONSE WITHIN 48 HOURS OF NOTIFICATION OF WARRANTY WORK.
CANNOT BE MAINTAINED. THE DUCTILE IRON PIPE MUST BE LAID SO THE MECHANICAL
THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO
JOINTS ARE AT LEAST (10') FEET FROM THE POINT WHERE THE POTABLE WATER MAIN
DAMAGES RESULTING FROM FAILURE TO LOCATE THE NEW WATER LINES AND
CROSSES THE NON ❑POTABLE WATER LINE.
ASSOCIATED APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL
K.
POTABLE WATER MAINS INSTALLED PARALLEL TO NON ❑POTABLE WATER LINES
THE WATER LINES HAVE BEEN APPROVED BY NCDENR AND ACCEPTED BY HCDPU. THE
(SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM
FINAL INSPECTION OF WATER SYSTEM IMPROVEMENTS CANNOT BE SCHEDULED WITH
GRADING
NOTES
HORIZONTAL DISTANCE OF TEN (10') FEET BETWEEN THE POTABLE WATER MAIN AND
HCDPU UNTIL THE STREETS HAVE BEEN PAVED; THE RIGHTS -OF -WAY AND UTILITY
SANITARY SEWER MAINS, SEWER LATERALS AND SERVICES. THE HORIZONTAL
EASEMENTS HAVE BEEN SEEDED AND STABILIZED WITH AN ADEQUATE STAND OF GRASS
1.
ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF THE EDGE OF PAVEMENT, UNLESS
SEPARATION BETWEEN THE POTABLE WATER MAIN AND ANY OTHER UTILITY OR STORM
IN PLACE TO PREVENT EROSION ISSUES ON SITE.
OTHERWISE NOTED.
SEWER SHALL NOT BE LESS THAN FIVE (5) FEET. THE POTABLE WATER MAIN MUST BE
AA.
THE ENGINEER OF RECORD IS RESPONSIBLE TO INSURE THAT CONSTRUCTION IS, AT ALL
2.
THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING ACTIVITIES AND
DUCTILE IRON PIPE IF THIS HORIZONTAL SEPARATION OF TEN (10') FEET CANNOT BE
TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERING PRACTICES AND
ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. THE
MAINTAINED. THE DUCTILE IRON PIPE SHALL EXTEND AT LEAST TEN (10') FEET BEYOND
APPROVED PLANS AND SPECIFICATIONS. NO FIELD CHANGES TO THE APPROVED PLANS
CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
THE POINT WHERE THE MINIMUM REQUIRED HORIZONTAL SEPARATION OF TEN (10') FEET
ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY HCDPU. A COPY OF EACH
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
CAN BE RE iESTABLISHED.
ENGINEER'S FIELD REPORT IS TO BE SUBMITTED TO HCDPU AS EACH SUCH INSPECTION
3.
EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE CLEARED OF
L.
METER SETTERS SHALL BE INSTALLED IN PAIRS ON EVERY OTHER LOT LINE WHERE
IS MADE ON SYSTEM IMPROVEMENTS OR TESTING IS PERFORMED BY THE CONTRACTOR.
WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL BE PLACED
POSSIBLE TO LEAVE ADEQUATE SPACE FOR OTHER UTILITIES TO BE INSTALLED AT A
WATER AND SEWER INFRASTRUCTURE MUST PASS ALL TESTS REQUIRED BY HCDPU
UNTIL PREPARATION OF THE EXISTING GROUND HAS BEEN COMPLETED
LATER TIME. THE METER SETTERS SHALL BE INSTALLED AT LEAST ONE (1') FOOT
SPECIFICATIONS AND THOSE OF ALL APPLICABLE REGULATORY AGENCIES. THESE TESTS
4.
PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER TO PROTECT
INSIDE THE RIGHT11OF:1WAY AND AT LEAST THREE (3') TO FIVE (5) FEET FROM THE
INCLUDE, BUT ARE NOT LIMITED TO: AIR TEST, VACUUM TEST, MANDREL TEST, VISUAL
ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING OPERATIONS. THE
TEST, PRESSURE TEST, BACTERIOLOGICAL TEST, ETC. A HCDPU INSPECTOR MUST BE
CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
PROPERTY LINE BETWEEN THE LOTS.
PRESENT DURING TESTING AND ALL TEST RESULTS SHALL BE SUBMITTED TO HCDPU.
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
M.
HCDPU REQUIRES THAT METER BOXES FOR 3/4" SERVICES SHALL BE 12" WIDE X 17"
ALL TESTS MUST BE SATISFIED BEFORE THE FINAL INSPECTION WILL BE SCHEDULED
LONG ABS PLASTIC BOXES AT LEAST 18" IN HEIGHT WITH CAST IRON LIDS/COVERS.
WITH THE HCDPU INSPECTOR. THE ENGINEER OF RECORD MUST REQUEST IN WRITING TO
5.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES
METER BOXES FOR 1" SERVICES SHALL BE 17" WIDE X 21 " LONG ABS PLASTIC BOXES
SCHEDULE THE FINAL INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE
OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THEY
AT LEAST 18" IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN THE
DEVELOPER'S ENGINEER OF RECORD AND THE HCDPU UTILITY CONSTRUCTION
WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR STRUCTURES CAUSED BY
CENTER OF THE LIDS. METER BOXES FOR 2" SERVICES SHALL BE 20" WIDE X 32" LONG
INSPECTOR SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES
HIS OPERATION.
ABS PLASTIC BOXES AT LEAST 20" IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP
NOTED DURING THE FINAL INSPECTION, SHOULD ANY EXIST. UPON COMPLETION OF THE
6.
ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER GRADING BY
COVERS IN THE CENTER OF THE LIDS.
PUNCH LIST, THE DEVELOPER'S ENGINEER OF RECORD WILL SCHEDULE ANOTHER
THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT IS
N.
MASTER METERS MUST BE INSTALLED IN CONCRETE VAULTS SIZED FOR THE METER
INSPECTION. IN THE EVENT THE NUMBER OF INSPECTIONS PERFORMED BY THE HCDPU
DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM THE ENGINEER OF RECORD SHOULD
ASSEMBLY AND ASSOCIATED APPURTENANCES SO AS TO PROVIDE AT LEAST EIGHTEEN
EXCEEDS TWO, ADDITIONAL FEES MAY BE ACCESSED TO THE DEVELOPER.
BE NOTIFIED.
(18') INCHES OF CLEARANCE BETWEEN THE BOTTOM OF THE CONCRETE VAULT AND
7.
STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH 3:1 SLOPES
THE BOTTOM OF THE METER SETTER. THE MASTER METER MUST BE PROVIDED TEST
AND SURROUNDED BY SILT FENCE.
PORTS IF THE METER IS NOT EQUIPPED WITH TEST PORTS FROM THE MANUFACTURER
8.
APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE ON THE
IN ACCORDANCE WITH THE HCDPU ESTABLISHED STANDARD SPECIFICATIONS AND
PERMITTED SITE WHILE WORK IS IN PROGRESS.
DETAILS. DUCTILE IRON PIPE MUST BE USED FOR THE MASTER METER VAULT PIPING
9.
ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A CONDITION SUCH
AND VALVE VAULT PIPING. THE UTILITY CONTRACTOR MUST PROVIDE SHOP DRAWINGS
THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM
FOR THE METER VAULTS TO HCDPU PRIOR TO ORDERING THE CONCRETE VAULTS.
WATER ARE CONSTRUCTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE
0.
THE UTILITY CONTRACTOR WILL INSTALL POLYETHYLENE SDR-9 WATER SERVICE LINES
TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
THAT CROSS UNDER THE PAVEMENT INSIDE A SCHEDULE 40 PVC CONDUIT TO ALLOW
10.
ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO THE ENGINEER
FOR REMOVAL AND REPLACEMENT IN THE FUTURE. TWO (2) INDEPENDENT 3/" WATER
OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE.
11.
ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE LINED WITH NORTH
SERVICE LINES MAY BE INSTALLED INSIDE ONE (1) - TWO (2") INCH SCHEDULE 40 PVC
AMERICAN GREEN S75 TEMPORARY EROSION CONTROL BLANKET OR EQUAL SUBSTITUTE.
CONDUIT OR TWO (2) INDEPENDENT 1" WATER SERVICE LINES MAY BE INSTALLED INSIDE
ONE
- THREE (3') INCH SCHEDULE 40 PVC CONDUIT, BUT EACH WATER SERVICE SHALL BE
IICAR9 �%
`�p 40FESS/Oi�
SEA
027
''' ;, �C)
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
PROJECT NOTES
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
SEE SHEETS
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
G-1 m0

VICINITY MAP
NOT TO SCALE
�3-A;
N /F
DONNA SUE M. HOOPER & HUSBAND,
JAMES CLEMONT HOOPER
DB 976, PG 697
PB 2000, PG 67
N /F
ELBERT W. HOLDER & WIFE,
JOYCE P. HOLDER
DB 506, PG 163
98 .
�5/8"
ERB -
\ � 97
96;
�90,
89
8E
8
W6
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN
EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE
EXISTING EASEMENTS AND DOES NOT CREATE A NEW
STREET OR CHANGE AN EXISTING STREET.
J-Q� -Lt -----------
we
PROFESSIONAL LAND SURVEYOR — L-4571
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK SHOWN. PAGE HEREON OR OTHER REFERENCE
SOURCE ); THAT THE BOUNDARIES
NOT SURVEYED ARE INDICATED AS DRAWN FROM
INFORMATION IN BOOK , PAGE OR OTHER
REFERENCE SOURCE ---- --------- • THAT THE
RATIO OF PRECISION OR POSITIONAL ACCURACY IS
1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS
OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND
AND SEAL THIS 18 DAY OF PLCEM51-P, 2019.
PROFESSIONAL LAND SURVEYOR — L-4571
LEGEND:
"MZ ECM —EXISTING CONCRETE MONUMENT
EIP 00 EIP—EXISTING IRON PIPE
ERBO ERB—EXISTING REBAR
o COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT—OF—WAY
— — — — —SETBACK LINE
SD STORM DRAINAGE
w WATER LINE
PERMANENT EASEMENT
❑ ❑ WOODEN FENCE
— SF SF — SILT FENCE LINE
TREE LINE
400 MAJOR CONTOUR
403 MINOR CONTOUR
X 395.47' SPOT ELEVATION
BENCHMARK
Mj MAILBOX
SIGN SIGN
© TRANSFORMER
* LIGHT POLE
0 TELEPHONE PEDESTAL
D4 WATER VALVE
CFIRE HYDRANT
R WATER METER
IV IRRIGATION VALVE
OO WATER BLOW OFF
RIP RAP
ASPHALT
CONCRETE
0 WETLANDS
NOTES:
AREA: (BY COORDINATE COMPUTATION)
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
1,984,324 SF (45.55 AC)
UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.99987325
LOCALIZATION POINT N: 570,617.013 E: 1,992,547.997
PIN NO: 9597-31-2392.000
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
VIRTUAL REFERENCE SYSTEM.
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY
ZONING: RA-20R
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
SURVEY VIRTUAL REFERENCE SYSTEM.
35' FRONT
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
10' SIDE
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
25' REAR
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
SOURCE OF TITLE
SOURCETITLE
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
DB
DB 304T PG 854
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
COUNTY
O
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
REGISTER DEEDS
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
5\-\e SotoT'
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
a N
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
8. THIS PROPERTY LIE WITHIN FLOOD ZONE "X" ACCORDING TO
MAP# 3710958600J OF THE FLOOD INSURANCE RATE, DATED
NOVEMBER 3, 2006.
IN
I I art❑ U
TBM C
N 570,617.013 z
E 1,992,547.997 cn IT1
C .........
�j'' NC GE DNAD 3683 o co
`9 co CP
c
•�4�.� AL
� 7 = NAVD 88 ir r m
A:r 457 _ 1E0
� C
S UP, J��
i���ccgNl R
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
UNDER MY SUPERVISION. THIS GPS SURVEY WAS
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH
VRS FIELD PROCEDURES WERE USED. THE COORDINATES
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
SURVEY WAS PERFORMED ON JULY 11, 2019 USING TWO
TRIMBLE 5700 RECEIVERS.
------ ----- PROFESSIONAL LAND SURVEYOR — L-4571
I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C"
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY
PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT
MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE
CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND
SEAL THIS 18 DAY OF DECEM5EIZ, A.D., 2019.
-------- ------ ------------------------
PRO ESSIONAL LAND SURVEYOR — L-4571
3-B
N /F
DAVID T. McNEILL
DB 1410, PG 428
PB 2000, PG 67
N 571,710.786
� i aan Any Gam❑ \ t
�128;
�1
0
C
GRAPHIC SCALE
120 0 60 120 240 480
( IN FEET )
1 inch = 120 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
`�\\►I I I I11///7
CARO �Z//
FESS/O
i
�AL _
� •• ; S UR ;;.� �
q ,
i�N/ R'ISE
Itls q
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
EXISTING
CONDITIONS
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
AL
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=120'
DATE SURVEYED
JUNE 11, 2019
SHEET NUMBER
C-1 00

VICINITY MAP
NOT TO SCALE
�3-A;
N /F
DONNA SUE M. HOOPER & HUSBAND,
JAMES CLEMONT HOOPER
DB 976, PG 697
PB 2000, PG 67
LEGEND:
EIP Oa EIP-EXISTING IRON PIPE
EIR
Oa EIR-EXISTING IRON ROD
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
UTILITY EASEMENT
OVERHEAD UTILITY
WETLANDS
X FENCE LINE
PVC SPLIT RAIL FENCE
TREE LINE
155 MAJOR CONTOUR
151 MINOR CONTOUR
x 169.14' SPOT ELEVATION
-Q� BENCHMARK
5a SIGN
a BOLLARD
MB MAILBOX
PP
• UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
© CABLE PEDESTAL
❑o WATER METER
HARDWOOD TREE
PINE TREE
ASPHALT
WETLANDS
W W W W W W W W W W W W W W W
Y 'L W . W W . . W W . W W . . W
\ 98 W W W W W W W W W W W W v
W W W W W y W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W
. W W W . W W . . W W . W W . Y W W . ..
y W W W W W W W W W W W W W W W W W W W W
W Y W W W Y W W Y Y W W Y W W Y Y W W Y W
W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W ,
W W . W . . W W . W W . W W ' W\ W
W W W W . W W W W W W W W W W .+ W �k
W W W W W W W S
96WY W WY WYY W WY W WYY W
43,677 SF/
. W W . W . . W W . W W �Y W r.w 0.99 AC
\ 90
57
r� 89 \1 W W WYY W WY -'
21,484 SF
W W W W 0.49 AC
�Y �Y W
r� 88 W W W 22,873 SF
0.53 AC
SITE NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
FEDERAL ADA AND LOCAL REQUIREMENTS.
5. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
6. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
7. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
HARNETT COUNTY AND STATE REGULATIONS.
53
20,038 SF
0.46-AC -
52
20,038 SF
0.46 AC
51
20,038 SF
0.46 AC-
PROPOSED ROAD LENGTHS:
STOCK MARKET DRIVE: 2,169 LF
CAPITAL LOOP: 1,957 LF
JUMPMASTER DRIVE: 245 LF
BUNKER BUSTER CT: 221 LF
r\ 3-B
N /F
DAVID T. McNEILL
DB 1410, PG 428
PB 2000, PG 67
50 49 48 47
20,038 SF 20,038 SF 20,038 SF 20,038 SF
0.46 AC 0.46 AC 0.46 AC - 0.46 AC
- - CAPITAL LOOP
50' R/W - PUBLIC STREET &
UTILITY ACCESS _
46
20,038 SF
- 0.46 AC -
C .2
\ W W \ r
. 36 35
37 20,229 SF 26,082 SF /
0.46 AC 0.60 AC
45
0 /
23,524 SF 44 20,086 SF 34
38 0.46 AC
0.54 AC 1
/ 28,849 SF I \ /� 34,344 SF
1 0.66 AC 21,989 SF / i. 0.79 AC
0.50 AC
126
43� 22,026 SF g�Q�
77 - 77 - - - - - -\� \ 35 624 SF 0.51 AC !` 20,720 SF
0.46 AC / OG ������ 20,794 SF
0,48 AC
W 41 O �124�
1 � 1,204 SF 20,900 SF
1.
0.95 AC / G 0.48 AC
42 lopsG 2iA��9 \ 30 123 ;
30,121 SF / +. ...... ���i22,235 SF /
0.69 AC �i/ \\ 9 oG�QO .51 AC --
\�F 'AL\ / r�122
\�.
Y Y 47,092 SF - - 21,967 SF
Y \\�, r�121\�
1.08 AC - _ - 28 0.50 AC
� y
5 _
'- �� E 31,479 SF
87,i r. 83,1 82,E I - - - - - - _ _ _ _ - - - 26 27 <\ 0.72 AC /
_ -
J/s" - - 24 25 20,135 SF 22,210 SF \ i �-
ERB w _ _ - - 23 20,032 SF 0.46 AC 0.51 AC
20
r� 86\� ,Q» EKki _ - _ _ _ 5 21 22 20,202 SF 0�467AC SF 0.46 AC
O 19 20 O 20,096 SF 0.46 AC
Ff 13 w m w 17 18 O 20,069 SF 20.469ACF 0.46 AC _��� 1 2
w a �I . O 20,151 SF 0.46 AC EIP
I� Ql 16 20,038 SF 0.46 AC
20,117 SF l� I 15 20,119 SF 0.46 AC .
0.46 AC m �I I 20,002 SF 0.46 AC .� �--� r 47
20,375 SF 0.46 AC D _ �--. r 46
12 rr F 0.47 AC .�._�- r 45,I'Lwu mil. �� �- r 44
0 __ __ r 42 I
20,038 SF m _ 40�1 41
0.46 AC -_ �--�1 \ 39
�•�' EIP r 38-'
r 36 ` 37,i -
-�� 35
_ - 1 34�,
r�32�� 33�i
31 i
- ERB 5/c"
, 4» E
ERB
TBM
N 570,617.013
E 1,992,547.997
ELEV 386.86
NC GRID NAD 83
(2011)
NAVD 88
SITE DATA
DEVELOPER
MARKET PLACE BUILDERS
MAILING ADDRESS
3102 NORTH MAIN STREET
CITY, STATE
FAYETTEVILLE, NORTH CAROLINA 28311
PIN NUMBER
9597-31-2392.000
TOWNSHIP
BARBEQUE
TOTAL SITE ACREAGE
45.55 AC
ACREAGE TO BE DEVELOPED
45.55 AC
ZONING
RA-20R
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED LOTS
65
DISTURBED/DENUDED AREA
10.2 AC
SETBACKS REQUIRED:
FRONT
SIDE
REAR
35 FT
10 FT
25 FT
o
21,681 SF
55 0.50 AC
30,989 SF
0.71 AC
O59
22,997 SF
/ 0.53 AC
60
20,268 SF
0.47 AC
61
20,082 SF
0.46 AC
62
20,042 SF
0.46 AC
63
20,038 SF
0.46 AC
64
20,059 SF
0.46 AC
65
20,088 SF
0.46 AC
74 73 72
76 75 O O 20,304 SF 20,376 SF 20,141 SF 0.47 AC
20,258 SF 0.46 AC 0.47 AC
40,664 SF 0.47 AC
0 93 AC
�\ 0.82 AC 40 Q�Q`�e�i 00.48 AC r�125
l 20 031 SF
O O
20,035 SF 20,044 SF 20,580 SF
0.46 AC 0.46 AC 0.47 AC
O71 70 69 \ \
20,125 SF
20,353 SF 20,086 SF 0.46 AC
0.47 AC 0.46 AC
SEWAGE TREATMENT FOR THE DEVELOPMENT WILL BE BY
PRIVATE SEPTIC SYSTEMS ON EACH LOT. PUBLIC SEWER IS NOT
AVAILABLE.
i ECm
5/8" �-
/ ERB 119
N _
E 1,994,077.504
JC GRID NAD 83
(2011)
r\ 48
�120�
N 571,710.786
E 1,994,807.578
NC GRID NAD 83
(2011)
1" EIP
(PINCHED)
r\ 127
GRAPHIC SCALE
120 0 60 120 240 480
( IN FEET)
1 inch = 120 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax j 930-426-5777 license number I C-2354
wwwAD site solutions.com
NN
.•••• ••.
•% `9 i
•4 SEA
• 027
1 11111���```
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
OVERALL
SITE PLAN
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=120'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
C-200

580.03'
SITE NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE
99.33' 159.05' 114.50' 114.50' 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
_ BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
- - - - - - - - - - - - - - - - - - - - F - - - FEDERAL ADA AND LOCAL REQUIREMENTS.
5. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
\ \ 6. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
p-0, \ REGULATIONS.
\ \ 7. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
HARNETT COUNTY AND STATE REGULATIONS.
of iJ of
"4
100' DRAINAGE \ UN.
�:U' 53 o 52 o
VICINITY MAP EASEMENT °� ��\ 54 0Ln
20,038 SF O
\.� A" M 20,038 SF m
SF
NOT TO SCALE \\ 0.501AC 0.46 AC 0.46 AC
\ El
El
.v 55 \ \ - - - - - - - J L_ - - - - - - J E
30,989 SF
Ss0° 0.71 AC \ /
­17g9�28� i 10.34' . = 114.50' _ - _ 114.50' _
19/ / C4 -
CAPITAL LOOP
#� ♦ p1 \ 50' R/UTILITY PUBLIC SS
� � STREET
�°� � 30' DRAINAGE
Y� EASEMENT -- - -- -- -- -- -- --
l 11.0.00,
• �o
cl •� h/ / 10'x10 UTILITY
­/
xi
•
1 \ 43,077 SF /
0.99 AC 0i Z 62
I
■
0 I zo oo 20,042 SF
■ / O O 20,082 SF 10D 0.46 AC I CO
20,268 SF I c4 0
I �I / ° ✓ / co O 0.46 AC co I NJ■ ryv> / cn 0.47 AC I CA � I I 0 U1
U
.� .� .� � ■ ,�, ,�, .�. s72 40,E , \ `° �
216 03 f / /a 22,997 SF
27 4D•/110. 0.53 AC I I
� .� � ■.� .� .� � � /gyp � � I
♦ ■ O / �
♦� ■ 21,484 SF / =`V / /
• / 0.49 AC / / � - - - - - - -
`I 10' UTILITY EASEMENT po / 107.14' 110.14'
112.14'
L - - - _ / gyp/ PER / S09°09'54"W 175.95' 105.13' 215.27' -
S83°ll' - - _ 20 TA 5.20' - - - - -
17"E - i N86'21'39"E 198.15' - r
N77•
49'16.,W 164.87
z ■
0
w ■ �
v;
0
z J
0
w
ZE
O N
C4 o
J N
0)
w
rn
100.02'
S83°30' 0911W
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
80.61
175.00
S15°15'33"W
79.90
C20
35.63
25.00
S42°38'37"W
32.69
C21
7.67
50.00
S02°34'24"E
7.66
C22
42.91
25.00
N47°21'23"W
37.84
C23
39.28
25.00
S51°31'21"E
35.36
C24
41.62
118.00
N18.21'02"E
41.40
C25
122.66
125.00
N56°34'02"E
117.80
C26
1 9.98
1 125.00
1 N86°58'00"E
1 9.98
228.29' MAIL KIOSK _ - I n
S09°09'54"W
/ - - 15.98'
// 58 75' B MP OUT S28°27'18"W
30.33'
I I I I 75 I m
ry 22,873 SF / I I I I O I
^`V / 0.53 AC /v/ I I 76 i t o I 20,258 SF 9
/ a 40,664 SF i 0.47 AC I o m
No I 0.93 AC I o Cn I
- - - - - - - - - - - - - - - 10'' TAPER 27 41.�08 ACF I LA
I rn l I m
S89°15'13"W 263.98' _ I_ (-n Ln
N13°24'23"E I r1i
L-26.19I i I C
R=175.' 31.97' I I I J N � - - -
_
20' DRAINAGE CHORD S02°10'13 E 20
w EASEMENT 26.17'
- 1 N06°30'46"W 71.70'-
- 112.00'
82 �� - - - - 10' UTILITY EASEMENT )L
- --
83 i 1 I - - 215.00' _ - -
N06.30'46"W _ _
71.70' - _ - - - STOCK MARKET DRIVE
`C2
_ 222.96 50 - PUBLIC STREET 3 UTILITY ACCESS
- & 103.00'
gT05p PUB DEIVE
R/W
N 11 °17' 58"W
75.29'
31 ;
z
O
0
0
C
N
O
O
iCn
0
D
r
LEGEND:
P Q0 EIP-EXISTING IRON PIPE
R 00 EIR-EXISTING IRON ROD
RB0 ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
UTILITY EASEMENT
- BUILDING SETBACK
OVERHEAD UTILITY
- - WETLANDS
X FENCE LINE
❑ ❑ PVC SPLIT RAIL FENCE
TREE LINE
155 MAJOR CONTOUR
151 MINOR CONTOUR
69.14' SPOT ELEVATION
BENCHMARK
EEI SIGN
BL BOLLARD
© MAILBOX
PP• UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
© CABLE PEDESTAL
❑❑ WATER METER
0 HARDWOOD TREE
PINE TREE
ASPHALT
WETLANDS
- --
103.00,-
No
102.00'
-1
R25'
_
�� 67.89'
10' UTILITY EASEMENT
-
- -
' _
�R25'-
N83'28'04"E
- _ - ......
76.779 - I ���`
I
I
�'
- .00'
101
-"-�;LITY
_
I
-
I
�u,
w
i I EASEMENT
18
I
13
I
I
0
I
I I
I Z I
17
�I
I w I
P
20,038 SF
I
o.
20,117 SF
o
I of
Jw
I I I
I zI
16
o
I� 6'I
O `3'I
I t41
0.46 AC
I
o
o
0.46 AC
IQ
W
H a0
I
ILD I
I `n I
0.46 AC
I I
I
I l 0
I r
15
^
rn
I I
20,002 SF
0.46 AC
I I
I I
I
_
-- N
m
�I I I 20,375 SF
0.47 AC
I+ I
I I
I
i_ --
__
N83'15'19E
I coo
w
Y o
01
I
I
I
203.31
- - - � I w
j `n
a'
I
I I
I I
J
_
and
o�--_--
I
F
_IM
Z1
1 I
I
I
I
_----
00)
z20'
- - -
J
103.00'-
'
I
103.00 -
_
0
20,038 SF-
I 1
I
11 �•�
o
0.46 AC
118.47'
J N
50.00'-�.
- - -
_
99.39'
_
L - - -
-
3 EIP
�37;
�36;
�35,
34,E
50
\ 33 i
32,i
1
l
5/8"
ERB
3/4"
SD
`/
ERB CT
�38;
GRAPHIC SCALE
0 25 50 100
( IN FEET )
I inch = 50 ft.
200
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
DETAILED
SITE PLAN
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
C-201

VICINITY MAP
NOT TO SCALE
LEGEND:
EiP Oa EIP-EXISTING IRON PIPE
EiR Oa EIR-EXISTING IRON ROD
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
UTILITY EASEMENT
- BUILDING SETBACK
OVERHEAD UTILITY
WETLANDS
X FENCE LINE
❑ ❑ PVC SPLIT RAIL FENCE
TREE LINE
155 MAJOR CONTOUR
151 MINOR CONTOUR
x 169.14' SPOT ELEVATION
BENCHMARK
9cN SIGN
a) BOLLARD
MB MAILBOX
PPS UTILITY POLE
C GUY WIRE
MTELEPHONE PEDESTAL
© CABLE PEDESTAL
❑❑ WATER METER
G HARDWOOD TREE
PINE TREE
ASPHALT
0 WETLANDS
CURVE TABLE
CURVE LENGTH RADIUS BEARING CHORD
C8 35.87 25.00 S55°25'53"E 32.87
C9 56.82 124.16 N70°25'19"E 56.33
C19 33.05 175.00 S78°03'27"W 33.00
C28 42.67 25.00 N34°34'07"E 37.68
SITE NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
FEDERAL ADA AND LOCAL REQUIREMENTS.
5. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
6. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
7. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
HARNETT COUNTY AND STATE REGULATIONS.
67 66' TOTAL
SITE NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
FEDERAL ADA AND LOCAL REQUIREMENTS.
5. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
6. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
7. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
HARNETT COUNTY AND STATE REGULATIONS.
67 66' TOTAL
30
S Z
o Z
Z�S �
I �
N89'15'15"E 963.53' TOTAL - _ _ _ _ _ - _ _ _ - - - - - - - 0 8
-- -- -- -- -- -- -- -- -- -- \ Z
�_ _ 35,624 SF
- - 113.50' 117.50' 1.22.00' 126.50' 132_00' 40.00' _ \ ` ti� `� 20' DRAINAGE 2 A j
- \ \\ \ EASEMENT
_ _ _ _
1 68 \
I 1 11 1 1 zII 67 I, oI
g4 z 65 zo 66 00 � 1 20,580 SF \
o 4 20,044 SF I • �
63 z 0 1 rn � 1 20,035 SF �' 0.46 AC � 0.47 AC \ '
i 0 20,088 SF f 10'
20,059 SF a' •v, 0.46 AC w
20,038 SF
I 0.46 AC 41 41 0.46 AC I oo U, 1 _ I I \ 5�5�40 0
V1 �� I 1 W 1�50'
1 I i i - - _ - - - �- - - \ 30 DRAINAGE '
L- - J \ Z Z 1 EASEMENT
P W
1 I I - - -
172.40' \�
132.17' 132.68' \ Uo_ Ln
126.66' 134.17'
0 0=
122.16' 130.17' 1 i
117.65' NB6'21'39"E 125.16' 'i 1 42
27.20' 86.44' 120.15' - - - - - - 1 cr \ o
115.15' - - \ cfl c�FN
I \ o `P 30,121 SF
N\ o o \ \ 0.69 AC \ .
of 0 \ �' �` \ �
I I I 71 I u> O 14. 0!I 20.46125
465ACF \ I
I I O 0I 20,086 SF a' \ \ \ \ \
D I I I I 72 20,353 SF I Ln CA0.46 AC °' U' \ 1 \
= I I 73 I I I 0.47 AC I N I I ml \ ; 1 \ 10' UTILITY EASEMENT- -
I I O I o 20,376 SF I Co I I \ \ \� ---
r 74 I ; 0.47 AC co I I rri - - G0
a
z I O No 20,304 SF 10) w I I cn at - - - -
m I 200 ,461 AC SF
I N 0)I 0.47 AC i LnI i rri I I I m - -
�R 5' N83'28'04"E 98.21'
I N Ln l I _
I _ J
rU�T1 rnI Iw m I I I - 123.00' ---��
10' UTILITY EASEMENT - _ _ - _ _ - -
I J - - - 134.00' ---
m 130.00' _ _ - - 0 - 67.10'
-
n �- - - - 125.00' _ _ - - - RKET DRIVE
107.0� -
N STOCK ► A PUSUC STREET _ _ - _ - -
- 120.00' _ _ - - - & 50 R I CESS 106.00'
UTI ii A - -
115.00' _ - - - TOTAL 106.00' - - - � r \
28'04"E 1296.96' - _ _ - -
N83' _ - - -
TOTAL 105. 0' - I
N8_3'_2B'04"E 1285.99TO
- - 105.00 22,210 SF \ 0
- - - 104:00 -� I I I I 25 I Z I o0.51 AC
20,135 SF I a'. I \
- - 104.00 -
- -
23 L ZoU I I 24 �I Icc�on0crI l I 0.46 AC
20,032 SF00
WI 0.46 AC
`Q20117 SF
o.46 AC IOct C�
Wo o
20,202 SF I
\
\
I I I I I I \
O L o 0.46 AC I (CL al
I I I I Z I 0I C I 20,096 SF I
0 0.46 AC I I I I _ J I
I Z I 20 I�� I 20,179 SF I ono. a? I I I I I -
I rn l O Nv� v; l 0.46 AC I I I I _- 36.24'
Z 19 I �, L 20,069 SF I Cc at I I I I _ _j 1
W I O I I 0.46 AC I I I I I I J �- - oo'
20,151 SF _ - 107
6 I 0.46 AC
_
I ----
I I I I I-------_�o�'�j1
J 105.00'
L- - - - - - 105.00
104.00' TOTAL �� 46
S830201"W 1766.07' -
10400
f 45
44
39;
40;
41 ;
42 ;
43;
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
I inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
DETAILED
SITE PLAN
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
C-202

VICINITY MAP
NOT TO SCALE
LEGEND:
EIP 0 EIP-EXISTING IRON PIPE
EIR (0 EIR-EXISTING IRON ROD
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
-- RIGHT-OF-WAY
UTILITY EASEMENT
- BUILDING SETBACK
OVERHEAD UTILITY
WETLANDS
X FENCE LINE
❑ ❑ PVC SPLIT RAIL FENCE
TREE LINE
155 MAJOR CONTOUR
151 MINOR CONTOUR
x 169.14' SPOT ELEVATION
-Q� BENCHMARK
EE SIGN
a BOLLARD
® MAILBOX
PPS UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
© CABLE PEDESTAL
❑❑ WATER METER
HARDWOOD TREE
PINE TREE
ASPHALT
WETLANDS
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C10
25.45
128.66
N51`38'44"E
25.40
C11
61.89
50.00
N81°12'59"E
58.01
C12
40.00
50.00
S40°24'24"E
38.94
C13
40.00
50.00
S05°25'48"W
38.94
C14
76.74
50.00
S72`19'03"W
69.43
C15
30.77
25.00
S81`01'21"W
28.87
C16
39.27
25.00
S00°45'29"W
35.36
C17
39.27
25.00
N89°14'31"W
35.36
C18
82.13
175.00
S59°12'09"W
81.38
SITE NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
FEDERAL ADA AND LOCAL REQUIREMENTS.
5. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
6. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
7. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
HARNETT COUNTY AND STATE REGULATIONS.
208.30'
12.26' \ 123.38'
276.63'
.Still.uu
_ _ _ _ - - - - - - - - - - - - - -
60' BUFFER AND DRAINAGE 7
EASEMENT CENTERED ON
STREAM 35
200,229
0,2 9ACF- 26,082 SF 5�23p q2 w /
\ \ \ ��� A� , 0.60 AC
C- \ /
s `� \
8�, �F 20,086 SF
0.46 AC
1 /
R35' I I 34 344 SF
�27'38"E
66.56'
\ \ A 10 UTILITY EASEMENT / ,
01
21,989 SF
\ \ \ 0.50 AC
10' UTILITY EASEMENT \ /
�c� Off'. / 20,794 SF \ `
J
/ \ 20,900 SF \ \ / �/
/ / \ 0.48 AC0 /W10
\ �O
41
v \ 123
22,235 SF
S A \ ♦ \ \ 0.51 AC O
T 9 AG �Q ��sz� ♦ \ \
R-
\SF�9,967 SF.50 AC31Q72 AC �6 0BUFFER AND DRAINAGE
EASEMENT CENTERED ON
STREAM / O'
I c�
v1
109.85,
S83'02'01"W
47 ;
48
POSSIBLE
ENCROACHMENT
125 ;
126 )
50
,
N 571,710.786
E 1,994,8
07.57.578
NC GRID NAD 83
(2011) / 1
1" EIP ,--�
(PINCHED) i 128
127)
1
1
I
1
1
G)
o z
Z
r�
n n
700
C
��01
GRAPHIC SCALE
0 25 50 100 200
( IN FEET )
I inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
DETAILED
SITE PLAN
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
C-2m3

VICINITY MAP
NOT TO SCALE
�3-A,
N /F
DONNA SUE M. HOOPER & HUSBAND,
JAMES CLEMONT HOOPER
DB 976, PG 697
PB 2000, PG 67
LEGEND:
EiP Oa EIP-EXISTING IRON PIPE
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
ERSO ERS-EXISTING RAILROAD SPIKE
0 CP-COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
-- -- --- -SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
100 YEAR FLOOD LINE
TREE LINE
LOC LIMITS OF CONSTRUCTION
SF SEDIMENT FENCING
51C SIGN
© MAILBOX
A� HVAC UNIT
® TRANSFORMER
LIGHT POLE
PP. UTILITY POLE
C- GUY WIRE
❑T TELE PEDESTAL
© CABLE PEDESTAL
N WATER VALVE
CFIRE HYDRANT
6WATER METER
® CATCH BASIN
TREE
ASPHALT
0 SOIL
WATER
WETLANDS
NORTH AMERICAN GREEN TURF MATTING
0 CHECK DAM W/WEIR
NOTIFICATION OF COMBINED SELF -MONITORING AND
SELF -INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
SELF -INSPECTION REPORT IS THE INSTALLATION AND
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP: //PORTAL. N CD EN R. ORG/WEB /LR /EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
433-3300.
>\Tk 77-
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CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
HOLD PRE -CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT
FENCE, TEMPORARY SEDIMENT BASINS & TEMPORARY
SKIMMER BASINS WHERE SPECIFIED.
3. CLEAR AND GRUB THE SITE AS NEEDED.
4. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
TO AREAS REMAIN GRASSED.
5. INSTALL TEMPORARY CHECK DAMS AND GROUND
REINFORCEMENT MATTING
6. INSTALL UTILITIES.
7. PERFORM FINE GRADING.
8. INSTALL AND PREPARE BASE COURSE.
9. PAVE ROADWAYS
10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED
AREAS.
11. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO
REMOVE ALL TEMPORARY MEASURES.
12. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
O49 48
CAPITAL LOOP
97 W� 00 0+0050' R/W - PUBLIC STREET 1
UTILITY ACCESS
\ �YV , W J✓ .N •V / / J /��'�� 1 r� f t"/(\( `Ys\ W W W W � fW/. �'�/ 1.t 'J .: ._.:: -
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EROSION CONTROL NOTES
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED
FOR MAINTENANCE AND FAILURE EACH ACTIVE DAY
ON SITE. SEDIMENT WILL BE REMOVED FROM THE
INLET PROTECTION DEVICES WHEN THE STORAGE
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
SEDIMENT WILL BE REMOVED FROM BEHIND THE
SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5'
DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
REPAIRED AS NEEDED TO MAINTAIN A PROPER
BARRIER.
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR
PERMANENT FACILITIES INTENDED TO CONTROL
EROSION OF AND EARTH DISTURBANCE OPERATION
SHALL BE INSTALLED BEFORE ANY EARTH
DISTURBANCE OPERATIONS TAKE PLACE OR AT THE
EARLIEST POSSIBLE POINT DURING CONSTRUCTION.
3. TEMPORARY & PERMANENT EROSION CONTROL
MEASURES SHALL BE CONSTRUCTED PER THE
DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE NORTH CAROLINA EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE
NCDEQ OFFICE A MINIMUM OF 48 HOURS PRIOR TO
BEGINNING ANY LAND DISTURBING ACTIVITIES.
910-433-3300
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY
BASIS WHEN TRACKING OCCURS.
6. LOCATE SOIL STOCKPILES NO LESS THAN
TWENTY-FIVE (25) FEET FROM ANY PUBLIC OR
PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF
REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE
THE STOCKPILES BY VEGETATIVE COVER, TARPS, OR
OTHER MEANS. CONTROL EROSION FROM ALL
STOCKPILES BY PLACING SILT BARRIERS AROUND
THE PILES. TEMPORARY STOCKPILES LOCATED ON
PAVED SURFACES MUST BE NO LESS THAN FIVE
FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL
BE COVERED IF LEFT MORE THAN 24 HOURS.
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
CONTROL DEVICES IN PLACE UNTIL THE
CONTRIBUTING DRAINAGE AREA HAS BEEN
STABILIZED. INSPECT TEMPORARY EROSION AND
SEDIMENT CONTROL DEVICES ON A DAILY BASIS
AND REPLACE DETERIORATED, DAMAGED, OR
ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL
DENUDED AREAS WHICH HAVE BEEN FINISH GRADED,
AND ALL DENUDED AREAS IN WHICH GRADING OR
SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT
ACTIVELY UNDERWAY AGAINST EROSION DUE TO
RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS.
USE SEEDING AND MULCHING, EROSION CONTROL
MATTING, AND/OR SODDING AND STAKING IN GREEN
SPACE AREAS AND OTHERWISE APPROPRIATE
MEASURES. USE EARLY APPLICATION OF GRAVEL
BASE ON AREAS TO BE PAVED.
9. DO NOT REMOVE ANY EROSION AND SEDIMENT
CONTROL DEVICES AFTER THE PROTECTED AREA
HAS UNDERGONE FINAL STABILIZATION AND
PERMANENT VEGETATION HAS BEEN ESTABLISHED,
IT IS RECOMMENDED THAT NCDEQ APPROVE THE
ACTION PRIOR TO REMOVAL.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
CONCURRENTLY WITH THE INITIATION OF
CONSTRUCTION ACTIVITY.
11. THE INSTALLATION OF EROSION CONTROL MEASURES
SHALL TAKE PRECEDENCE OVER ALL OTHER
CONSTRUCTION ACTIVITIES.
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR
THE ACTIONS AND PERFORMANCE OF ANY OTHER
PARTIES PERFORMING WORK ON THIS PROJECT.
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES
WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL
BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY
TO MAINTAIN ALL PRACTICES AS DESIGNED.
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR
GRADED SLOPES AND FILLS SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION
CONTROL DEVICES OR STRUCTURES. IN ANY EVENT,
SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14
CALENDAR DAYS OF COMPLETION OF ANY PHASE
OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN
EROSION. PURSUANT TO G.S. 113A-57(3),
PROVISIONS FOR PERMANENT GROUND COVER
SUFFICIENT TO RETAIN EROSION MUST BE
ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
14 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION
OF CONSTRUCTION DEVELOPMENT.
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL
EROSION CONTROL MEASURES SHOWN AND ANY
ADDITIONAL MEASURES REQUIRED TO CONTROL THE
SEDIMENT DURING THE COURSE OF CONSTRUCTION.
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED
AS NECESSARY, AND MULCHED ACCORDING TO THE
DETAILS HEREIN.
17. THE CONTACT PERSON FOR EROSION CONTROL
ISSUES THAT ARISE ON SITE IS TRACE MCLEAN.
CONTACT 910-263-2944.
NN 571,710.786 /t
l ) / E78
294GRT 8R1A�D 3
rl-
(�R NCH(�128
37
y 44 l \ , / 34 \ r� co z
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1 40
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/ o
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1 - z+oo .�--�
ERB = r f _ 1+00 H w ?1i1rr'"`/ \
86 ( f + d v'°'' LpC 22
v / w
0
MARKET DRIVE _. �..«: `� Bit,Lp 19 20
STOCK
- - 50' PUBLIC RfW C O X L w
13 w .� ;�
W6 C < �
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rr i, ,
--.� w �,a���; 5/ » P�
14 Z0
L0
nl
I 33;
I I 5,
ERI
I 3/4»
ERB C
TBM
N 570,617.013
E 1,992,547.997
ELEV 386.86
NC GRID NAD 83
(2011)
NAVD 88
GROUND STABILIZATION CHART
SITE AREA STABILIZATION STABILIZATION TIME
DESCRIPTION TIME FRAME FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES 7 DAYS NONE
AND SLOPES
HIGH QUALITY
WATER (HQW) 7 DAYS NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE
THAN 3:1 NOT STEEPER THAN 2: 1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR 7-DAYS FOR SLOPES
FLATTER 14 DAYS GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS NONE
(EXCEPT FOR
WITH SLOPES FLATTER 14 DAYS
THAN 4:1 PERIMETERS AND
HQW ZONES)
Know what's below.
Call before you dig.
IO
_j - 35
LA 34
LOC
u6�� 5/8» ER I
r� ERB ERB
1
�40 i , r\41
_ I
GRADING NOTES
1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF
THE PAVEMENT, UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE
WITH THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
3. THE GRADING ON THIS PLAN IS INTERNAL TO THE
ROADWAYS AND THEIR ASSOCIATED DRAINAGE ONLY.
DRAINAGE PLANS FOR THE INDIVIDUAL LOTS/HOMES ARE
THE RESPONSIBILITY OF THE LOT OWNER.
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL,
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
HAS BEEN COMPLETED
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR
THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
so
`) l
>15+00 � � % � G 29 �F
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er 13
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S 2826
0
l �,
L
1
23 24 �W �� I?p
Cl
/ 15�8-
N 570,999.779
E 1,994,077.504
47,E / NC GRID NAD 83
(2011)
I �
PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS
OPERATION.
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
DURING AND AFTER GRADING BY THE CONTRACTOR TO
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT
IS DETERMINED THAT THERE IS A SLOPE STABILITY
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED
BY SILT FENCE.
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS
IN PROGRESS.
10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
HANDLE THE STORM WATER ARE CONSTRUCTED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR
TO IMPLEMENTATION OF THE CHANGE.
12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
TEMPORARY EROSION CONTROL BLANKET OR EQUAL
SUBSTITUTE.
GRAPHIC SCALE
xx o xx xx xx xx
( IN FEET )
I inch = XX ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
OVERALL
GRADING AND
EROSION
CONTROL PLAN
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY: CHRIS
DRAWN BY: CHRIS
CHECKED BY: SCOTT
PROJECT NUMBER: 1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
C-3mO
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
CAPITAL LOOP
97 W� 00 0+0050' R/W - PUBLIC STREET 1
UTILITY ACCESS
\ �YV , W J✓ .N •V / / J /��'�� 1 r� f t"/(\( `Ys\ W W W W � fW/. �'�/ 1.t 'J .: ._.:: -
,� I I / W� I W W •1•/� W •1• vW -
96// \f �W� W��.I ��� l y�/ �I�)�1\ I / 1��1�\\ !��`Y� `Y /W �W •1•/W W� ��ii.. �J/�/ ` l �` \
61 62 6g 64 65
r
i 90
89
1 // �) f((� ►��( / 58
l � 3 t
Il
87 i 1 \ 1 �' \ �� 82 �� �I , �`�'N��•�^� _ LOCH LOC « moo a+oo I
EROSION CONTROL NOTES
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED
FOR MAINTENANCE AND FAILURE EACH ACTIVE DAY
ON SITE. SEDIMENT WILL BE REMOVED FROM THE
INLET PROTECTION DEVICES WHEN THE STORAGE
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
SEDIMENT WILL BE REMOVED FROM BEHIND THE
SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5'
DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
REPAIRED AS NEEDED TO MAINTAIN A PROPER
BARRIER.
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR
PERMANENT FACILITIES INTENDED TO CONTROL
EROSION OF AND EARTH DISTURBANCE OPERATION
SHALL BE INSTALLED BEFORE ANY EARTH
DISTURBANCE OPERATIONS TAKE PLACE OR AT THE
EARLIEST POSSIBLE POINT DURING CONSTRUCTION.
3. TEMPORARY & PERMANENT EROSION CONTROL
MEASURES SHALL BE CONSTRUCTED PER THE
DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE NORTH CAROLINA EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE
NCDEQ OFFICE A MINIMUM OF 48 HOURS PRIOR TO
BEGINNING ANY LAND DISTURBING ACTIVITIES.
910-433-3300
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY
BASIS WHEN TRACKING OCCURS.
6. LOCATE SOIL STOCKPILES NO LESS THAN
TWENTY-FIVE (25) FEET FROM ANY PUBLIC OR
PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF
REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE
THE STOCKPILES BY VEGETATIVE COVER, TARPS, OR
OTHER MEANS. CONTROL EROSION FROM ALL
STOCKPILES BY PLACING SILT BARRIERS AROUND
THE PILES. TEMPORARY STOCKPILES LOCATED ON
PAVED SURFACES MUST BE NO LESS THAN FIVE
FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL
BE COVERED IF LEFT MORE THAN 24 HOURS.
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
CONTROL DEVICES IN PLACE UNTIL THE
CONTRIBUTING DRAINAGE AREA HAS BEEN
STABILIZED. INSPECT TEMPORARY EROSION AND
SEDIMENT CONTROL DEVICES ON A DAILY BASIS
AND REPLACE DETERIORATED, DAMAGED, OR
ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL
DENUDED AREAS WHICH HAVE BEEN FINISH GRADED,
AND ALL DENUDED AREAS IN WHICH GRADING OR
SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT
ACTIVELY UNDERWAY AGAINST EROSION DUE TO
RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS.
USE SEEDING AND MULCHING, EROSION CONTROL
MATTING, AND/OR SODDING AND STAKING IN GREEN
SPACE AREAS AND OTHERWISE APPROPRIATE
MEASURES. USE EARLY APPLICATION OF GRAVEL
BASE ON AREAS TO BE PAVED.
9. DO NOT REMOVE ANY EROSION AND SEDIMENT
CONTROL DEVICES AFTER THE PROTECTED AREA
HAS UNDERGONE FINAL STABILIZATION AND
PERMANENT VEGETATION HAS BEEN ESTABLISHED,
IT IS RECOMMENDED THAT NCDEQ APPROVE THE
ACTION PRIOR TO REMOVAL.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
CONCURRENTLY WITH THE INITIATION OF
CONSTRUCTION ACTIVITY.
11. THE INSTALLATION OF EROSION CONTROL MEASURES
SHALL TAKE PRECEDENCE OVER ALL OTHER
CONSTRUCTION ACTIVITIES.
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR
THE ACTIONS AND PERFORMANCE OF ANY OTHER
PARTIES PERFORMING WORK ON THIS PROJECT.
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES
WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL
BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY
TO MAINTAIN ALL PRACTICES AS DESIGNED.
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR
GRADED SLOPES AND FILLS SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION
CONTROL DEVICES OR STRUCTURES. IN ANY EVENT,
SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14
CALENDAR DAYS OF COMPLETION OF ANY PHASE
OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN
EROSION. PURSUANT TO G.S. 113A-57(3),
PROVISIONS FOR PERMANENT GROUND COVER
SUFFICIENT TO RETAIN EROSION MUST BE
ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
14 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION
OF CONSTRUCTION DEVELOPMENT.
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL
EROSION CONTROL MEASURES SHOWN AND ANY
ADDITIONAL MEASURES REQUIRED TO CONTROL THE
SEDIMENT DURING THE COURSE OF CONSTRUCTION.
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED
AS NECESSARY, AND MULCHED ACCORDING TO THE
DETAILS HEREIN.
17. THE CONTACT PERSON FOR EROSION CONTROL
ISSUES THAT ARISE ON SITE IS TRACE MCLEAN.
CONTACT 910-263-2944.
NN 571,710.786 /t
l ) / E78
294GRT 8R1A�D 3
rl-
(�R NCH(�128
37
y 44 l \ , / 34 \ r� co z
m
T3 i00 14+00 ` 15+00 33 , O
1 40
32
67 �'
/ o
C
1 - z+oo .�--�
ERB = r f _ 1+00 H w ?1i1rr'"`/ \
86 ( f + d v'°'' LpC 22
v / w
0
MARKET DRIVE _. �..«: `� Bit,Lp 19 20
STOCK
- - 50' PUBLIC RfW C O X L w
13 w .� ;�
W6 C < �
�! 15
rr i, ,
--.� w �,a���; 5/ » P�
14 Z0
L0
nl
I 33;
I I 5,
ERI
I 3/4»
ERB C
TBM
N 570,617.013
E 1,992,547.997
ELEV 386.86
NC GRID NAD 83
(2011)
NAVD 88
GROUND STABILIZATION CHART
SITE AREA STABILIZATION STABILIZATION TIME
DESCRIPTION TIME FRAME FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES 7 DAYS NONE
AND SLOPES
HIGH QUALITY
WATER (HQW) 7 DAYS NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE
THAN 3:1 NOT STEEPER THAN 2: 1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR 7-DAYS FOR SLOPES
FLATTER 14 DAYS GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS NONE
(EXCEPT FOR
WITH SLOPES FLATTER 14 DAYS
THAN 4:1 PERIMETERS AND
HQW ZONES)
Know what's below.
Call before you dig.
IO
_j - 35
LA 34
LOC
u6�� 5/8» ER I
r� ERB ERB
1
�40 i , r\41
_ I
GRADING NOTES
1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF
THE PAVEMENT, UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE
WITH THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
3. THE GRADING ON THIS PLAN IS INTERNAL TO THE
ROADWAYS AND THEIR ASSOCIATED DRAINAGE ONLY.
DRAINAGE PLANS FOR THE INDIVIDUAL LOTS/HOMES ARE
THE RESPONSIBILITY OF THE LOT OWNER.
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL,
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
HAS BEEN COMPLETED
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR
THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
so
`) l
>15+00 � � % � G 29 �F
�.,. 14+00 / C p i FT ..
er 13
�/ i
I "`12+00 ��Rs 121 � \
S 2826
0
l �,
L
1
23 24 �W �� I?p
Cl
/ 15�8-
N 570,999.779
E 1,994,077.504
47,E / NC GRID NAD 83
(2011)
I �
PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS
OPERATION.
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
DURING AND AFTER GRADING BY THE CONTRACTOR TO
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT
IS DETERMINED THAT THERE IS A SLOPE STABILITY
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED
BY SILT FENCE.
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS
IN PROGRESS.
10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
HANDLE THE STORM WATER ARE CONSTRUCTED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR
TO IMPLEMENTATION OF THE CHANGE.
12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
TEMPORARY EROSION CONTROL BLANKET OR EQUAL
SUBSTITUTE.
GRAPHIC SCALE
xx o xx xx xx xx
( IN FEET )
I inch = XX ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
OVERALL
GRADING AND
EROSION
CONTROL PLAN
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY: CHRIS
DRAWN BY: CHRIS
CHECKED BY: SCOTT
PROJECT NUMBER: 1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
C-3mO
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
Know what's below.
Call before you dig.
IO
_j - 35
LA 34
LOC
u6�� 5/8» ER I
r� ERB ERB
1
�40 i , r\41
_ I
GRADING NOTES
1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF
THE PAVEMENT, UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE
WITH THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
3. THE GRADING ON THIS PLAN IS INTERNAL TO THE
ROADWAYS AND THEIR ASSOCIATED DRAINAGE ONLY.
DRAINAGE PLANS FOR THE INDIVIDUAL LOTS/HOMES ARE
THE RESPONSIBILITY OF THE LOT OWNER.
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL,
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
HAS BEEN COMPLETED
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR
THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
so
`) l
>15+00 � � % � G 29 �F
�.,. 14+00 / C p i FT ..
er 13
�/ i
I "`12+00 ��Rs 121 � \
S 2826
0
l �,
L
1
23 24 �W �� I?p
Cl
/ 15�8-
N 570,999.779
E 1,994,077.504
47,E / NC GRID NAD 83
(2011)
I �
PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS
OPERATION.
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
DURING AND AFTER GRADING BY THE CONTRACTOR TO
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT
IS DETERMINED THAT THERE IS A SLOPE STABILITY
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED
BY SILT FENCE.
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS
IN PROGRESS.
10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
HANDLE THE STORM WATER ARE CONSTRUCTED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR
TO IMPLEMENTATION OF THE CHANGE.
12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
TEMPORARY EROSION CONTROL BLANKET OR EQUAL
SUBSTITUTE.
GRAPHIC SCALE
xx o xx xx xx xx
( IN FEET )
I inch = XX ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
OVERALL
GRADING AND
EROSION
CONTROL PLAN
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY: CHRIS
DRAWN BY: CHRIS
CHECKED BY: SCOTT
PROJECT NUMBER: 1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
C-3mO
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
C-3mO
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED

SITE �J� � � CD
~ FIFTY CALIBER DRIVE / /
STRIKE EAGLE DRIVE
�/ ~ I J / /* t 1 M ��J - TST #5 - / i
ROPo (�L! ��Lj� �L� I�L� ` ✓l�� I `�L `I' ' r /�li�� rV ' r % Wfj
L-40'� W 15'� D 4'
/� / �\ l / �1 `�SIDE SLOPES= 63
1 TOP OF BASIN: 363.0'
10 -� � BOTTOM OF BASIN: 358.0'
M\CR / �/ J/ `Li' `i' ; 3 362.00 ` SIDE SLOPES4' EMEYOFPBASINYARE TO'
NORTH > / r� 330 , 1 J� f l I l - BE SEEDED WITHIN SEVEN DAYS.
� �
VICINITY MAP - �1 �,/f� / �, �, �, / �, .� I �, �, �� �, ^ /�, J (�, r�/ ��� ��� 54 001YO
O
NOT TO SCALE J�f f✓ ��,�-����.�� �. c �- rj ��,� r i //� / 11 �f/ o
���•/`; -�� �f �' � � � �� /�� _sue � -� '� �1,� ��/l/ff r��r ���1 � � �
TST #4 l I 55 J / / I o
L=26 , W=14', D=2.5' t /
♦ S��� .� .�% // ��,�����/\, ,� rK�L///y / �N � 1 �L �L �L J ✓ �L SIDE SLOPES= 2:1 // I J/// / 00 L /
1 / J // / /�/ 1 J l \\ ✓ J '� TOP OF BASIN: 348.0' JI (� , SILT FENCE SF l /
BOTTOM OF BASIN: 344.5' '7 �J OUTLET (TYP) �j
4' EMERGENCY SPILLWAY: 347.0' �.) I ° T
_ 1
��� / •N �1 j l/�Y�/ �L� �L 1 �, / �>� ��L \ �L �1. �L ��1 SIDE SLOPES OF BASIN ARE TO �r f CAPITAL LOOP
/ I \ BE SEEDED WITHIN SEVEN DAYS. 0 50' R/W - PUBLIC STREET &
��5� �flI i,lls / /�/ � l /J �(�/ f YJJ��/� / ���J� \ (A ' 11 J7 ((r / f }J1� I \ �� f� / -J ��� ���I I �LEASEMENT �♦J�J �// �/0� \���U-TI��ITACCES
8+0-0
Z+o0
—rn m wnrn
6 o rn
30'V�/ 00
/
g-c
� p � mil, �l� � � �
��� � �♦ l y �� � ( � � � �' � � � � � / � . � �� RIP RAP DISSIPATER ( � 3s2 �= ; ; /, ^ �001 001 001-
L 48' W 18/32 001
n / %%'� CAPITAL 00l 0 /
CLASS 2 32" THICK � ` I ♦ / 00"I O / � � �,,� 3+70-7+OORT CAPITAL
NAG 1`1125 /CUT SLOPE
l l I
SR ,, PAT D 75
J I PAT D�
�J INV
I�� / v ti 352 0 .'�' �! /' 7 DAY GROUND _r
' \ / / �/ SWALE 1 �h �0// COVER REQUIRED
4% GRADE � � Mcoo �jC : �
�J 14' BOTTOM 6u O f
JV 4:1 SLOPES, /� 55.411 LF @ 8.66% 30 RCP ^
� SILT FENCE
(TYP)� , / % 59
OUTLET / o TSB #1 /
�%-� ^� INV.356.80!J
J n� L=210', W=28', D=2'
J� / 7 ' `� �' SIDE SLOPES= 2:1
d ; J / TOP OF BASIN: 359.8' ^
#3 0 BOTTOM O 16' EMERGENCY SPILLWAY: '358.8' r
L= 57 14', D=2' \ t oo Z \�� INVERT OF SKIMMER: 356.8'
�J �� \ ♦ f I I 1 /� / // Y J / �/- SI PES= 2:1 OC �,x ,%,%� \\
\�� ♦� �� I / / �/ `\t/ / l� J �l�- .tlr TOP OF BASIN: 349.0' SIDE SLOPES OF BASIN ARE TO
-��(�j/, I, ,�'�' ��� / BE SEEDED WITHIN SEVEN DAYS. r- —
/ / J / ♦ BOTTOM OF BASIN: 346.0' /jam / /� ��, o "ATTACH A 2.5" FAIRCLOTH SKIMMER (OR EQUAL)
o / R� / � ✓�- 4' EMERGENCY SPILLWAY: 348.0' / I O wb / `0 n WITH 1.8" ORIFICE FOR DEWATERING THE v --
�`M��/� SIDE SLOPES OF BASIN ARE TO o SKIMMER BASIN DURING _CONSTRUCTION.
�� ) /� � � o / \� � t�I�y. / �/ � BE SEEDED WITHIN SEVEN DAYS. /n ' / �� \• —_// (L
� \ f (ram J / I� ���� �/� // 340/ / // / , ✓✓✓w�wr ;i►;OO ` I
\\ \\ (� / f I �� 33`'i- J( �L r— �L♦ --��� f / �3Q i / /, 1 I Fr
7 DAY GROUND
COVER REQUIRED
K\\) l 10' UTILITY EASEMENT % o1TEMPORARILY TIE ( //
> '. ;'0✓/ ti DITCH TO TSB#1
DOI
l
/ o `CAPITALCUTSLOPE
77\\�/ l ♦
�� PNAG
AT D75
CAPITAL
�/ ���V / �` ♦ �� �/ i (i 0+00-3+70RT
♦ J ( J �
1 3 111 ; I NAG SC150
1\� \ / ♦ 1 C s� of PAT D I ) ( C C .\ ? �✓ — ( 4
20' DRAINAGE �
C — ` EASEMENT
\� �L �L �L �L �L♦ I i A i U` \ 1 1
STOCK MARKET DRIVE LOC _ LO
�` �L (0 10' UTILITY EASEMENT 50R/W_ PUBLIC STREET_ao6 DIY
I I \\ * ss ;;1 �' STOCK MARKET \ LOC & IY ACCESS
83 \� ro s �� �1� 0+50-5+21 LT LOCH LOC may_ _ 398
/ I I \O NAG C125BN ��'/'�' .1" •�- -
C Lo
,`- 5+0L PAT D
4+00 40
�
\` wo
O \ o
2+00cp
wT f m%W� �9 0 o�w� \ ��� —%� -- s r'�1� .— •
— -—w�wj ;tea o EXCAVATED INLETS =dr
—ERB
TEMPORARY PROTECTION i��, ,yr✓�
n o ,2 w INV:379.00 /fir % ✓ �%% 1.0 \
r 10' UTILITY EASEMENT
IINV:381. �� 2+70-5+21RT
CONSTRUCTION o 5Q %� r'' �; OC
J � � '� � �% !;�� �'� / STOCK MARKET
ENTRANCE \--------- II i/ �..�✓%
5/RB8"
E
W6
W6
5/8 -�-
ERB -�-
STO 50K MUB CER�W IVE
46
W6 �
Know what's below.
Call before you dig.
W6
7 DAY GROUND
COVER REQUIRED
— . nor- LOC L.06
tier
' �'g MUOC RIP RAP DISSIPATEI
�- .LOC LOC�� L=9' W=5/11' I
CHECK DAM STOCK MARKET 13 D-8" D-12"
WI WEIR 0+00-2+OORT CLASS B 18" THICK p
(TYP) NAG C125 / n
PAT D I
'fl al
I
12�/ % J 7 DAY GROUND
COVER REQUIRED
14 r—
`O
-� ,1 %
`t C7 DAY GROUND
IT � OC�0
COVER REQUIRED
�IL�
38.12 LF @ 6.56% 18" RCP
II�JLIMITS OF CONSTRUCTION
lIlUillill1r.
10.5 AC
II��I� ��IIIII t STOCK MARKET
M I` Se
BUNKER CUT SLOPE 4
lllllf�
II I �I NAG SC150 16
lill 11 I'd Iilo i PAT D
Ill i
�10
U
O
�1 Flo
J
� I
U
o
r r o
LLOC LOG' \
5/8"J4 I ( VN
U
O
J
7 DAY GROUND
COVER REQUIRED
61
PERMISSION TO GRADE
LETTER REQUIRED FROM
THE OWNER OF LOT 34 TO
INSTALL THIS DITCH.
NAG C125BN \
PAT D
LOC � LOC
LEGEND:
OO EIP-EXISTING IRON PIPE
O EPK-EXISTING PK NAIL
O ERB-EXISTING REBAR
Oo ERS-EXISTING RAILROAD SPIKE
0 CP-COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
-- — - —- —-- SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
- - WETLANDS
PERMANENT EASEMENT
X FENCE LINE
+� FW 100 YEAR FLOOD LINE
TREE LINE
LOC LIMITS OF CONSTRUCTION
SF SEDIMENT FENCING
M
STOCK MA
5+21-9+
NAGS
P
C
SIGN SIGN
Mj MAILBOX
Aa HVAC UNIT
[!:]TRANSFORMER
* LIGHT POLE
pp UTILITY POLE
C GUY WIRE
❑T TELE PEDESTAL
© CABLE PEDESTAL
N WATER VALVE
C FIRE HYDRANT
Lug WATER METER
® CATCH BASIN
TREE
ASPHALT
SOIL
WATER
WETLANDS
NORTH AMERICAN GREEN TURF MATTING
CHECK DAM W/WEIR
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
I inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
��� �•• Z�: E SS /0 ••. ����i OF•• `9 i
•4 SEA
• 027
�/O 1 1111g��X\§
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
C-3m 1
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED

VICINITY MAP
NOT TO SCALE
LEGEND:
OO EIP-EXISTING IRON PIPE
O EPK-EXISTING PK NAIL
O ERB-EXISTING REBAR
Qo ERS-EXISTING RAILROAD SPIKE
0 CP-COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
-- RIGHT-OF-WAY
-- — - —- —-- SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
W WATER LINE
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
+� FM 100 YEAR FLOOD LINE
TREE LINE
LOC LIMITS OF CONSTRUCTION
SF SEDIMENT FENCING
a� SIGN
MB MAILBOX
AC HVAC UNIT
© TRANSFORMER
0 LIGHT POLE
pp UTILITY POLE
C GUY WIRE
❑T TELE PEDESTAL
© CABLE PEDESTAL
WV
N WATER VALVE
FIRE HYDRANT
❑o WATER METER
® CATCH BASIN
E) TREE
ASPHALT
SOIL
0 WATER
WETLANDS
NORTH AMERICAN GREEN TURF MATTING
0 CHECK DAM W/WEIR
Know what's below.
Call before you dig.
J --
s �
_�0' UTILITY EASEMENT
9+I 0 + 10+00
4 �-
38"
STOCK MARKET
5+21-10+OOLT
NAG S150
PAT D
r
J7 'IV
v67
60' BUFFER AND DRAINAGE r
EASEMENT CENTERED ON
STREAM
44
LIMITS OF CONSTRUCTION
10.5 AC '�^� ^44� �9l . �. �Ol —OOl � — 00� OOl — OOl
_ TST #6
»Q4" �-2A ��8.1�-30+,� - - - - ��J \ \�� L� \ ( SIDE '�SLOPES= 2:1, 1'
SF SF SF Sr \
TOP OF BASIN: 354.0'
CAPITAL LOOP 13+00 14+00 15+00 \ 7 DAY GROUND BOTTOM OF BASIN: 351.0'
11+00 +00 _ — - — }— COVER REQUIRED
�50' R W -PUBLIC STREET 8c��o °j — I ��^ +`O �' ° ' 4' E NCY SPILLWAY: 353.0'
/ r�0�' n� nj� M , M �i M^ M^ �i M M 'i Rio �� ` �6'x O
UTILITY ACCESS �� �� �/�° SWALE#3 ` SID 43 ES of BASIN ARE TO
�_ _ �� 7% GRADE J I BE WITHIN SEVEN DAYS.
6 8' BOTTOM
3:1 SLOPES
001 001 OOl 301 -006--0 l l l l l R %� 365 \ NAG S150 t\
/ \ PAT D
3�
\ 13+00-17+OIORT> / \�!� 36� \ 's o
I
NAG C125 �O �� \ 363
PAT D ' �` CVO/ ' I \L / \L \ 68 � �
j • \ �A
I 66 l 67 / BOG \ 1 362 VOC CAPITAL \4, �-
O \ FILL SLOPE
_� )i `I,�It o� NAG S75
l f TSB #7 v o 1 1 I� I I PAT D
1 L- 200', W=35', D- 36� 2' �I 111�111
SIDE SLOPES= 2:1
TOP OF BASIN: 357.0' `I �Gp�l L SWALE#2
j 2.1 % GRADE
/ BOTTOM OF BASIN: 354.0' � � � I 61 � 12' BOTTOM
/ 15' EMERGENCY SPILLWAY: 356.0' 11 30' DRAINAGE I
/ INVERT OF SKIMMER: 354.0' v \ i 1 I 3:1 SLOPES 00
o I —
/ SIDE SLOPES OF BASIN ARE TO J as EASEMENT ju I ° a01 �001
/ BE SEEDED WITHIN SEVEN DAYS. �,'1� SILT FENCE pj
/
"ATTACH A 2.5" FAIRCLOTH SKIMMER -4% \ w III OUTLET (TIP) (OR EQUAL) WITH 2.0" ORIFICE 'g Il� 35► y \
I �1;
50.27 LF @ 3.48% 36" /RCP HOC / O,
/ 1 0 It r_. ;53 �� 42 C 7 DAY GROUND
( ` \ INV:354.45 INV:352.70 �1 r COVER REQUIRED \
v t . SILT FENCE �
\ "\ �+ t, II�1 LCOUTLET (TYP) RIP RAP DISSIPATER
f > \ 0-N % I-, L=55W=17/61
4 I 70 M— W \ `RIP RAP DISSIPATER Dw=14" DrA,r-21" I\'
71 L=134' W=25/30' CLASS 2 32" THICK
I O \ N D-20" D-30" STOCK MARKET �o
CLASS 2 30" THICK n
M 1 14+50-16+OOLT
NAG S150
STOCK MARKET
\ 10+00-13+OOLT
\ NAG SC150�QC
\ 10' UTILITY EASEMENT PAT D C LOCH � I OC DIV DIV 36
r LO3 \
/\ LO O IV DIV .� , 6S 14+00
DIV s -- 1
LOG DI - - ------ - ---
\ \ LO � LOC ��� DIv DIV - -------- - - _
J 13+00 i
LOC � DIv DIV - a J��� \ M CO
LO r: o o
15+00
M
LOC DIV _ --_._- - 12+00 _ M I `9
` LOCH L DIV DIV <�Ds+ ------ �^- M M M/ / - HOC'
C� V ..a 11+00 co ^ '�
— DIv �bIV=------------- ^ ^ CO / / / 4 364• IVLO 7 DAY GROUND
C ^ M _
LOG I __-- - 10+00 �� 1 — o ^° M� ' ' - OC COVER REQUIRED
__------- --- DIV LOCH �O
---- B+00 _ —I-10 Cb M '� ---- - w�DIVLOCHo�� STOCK MARKET
_---- _ I-`�Mc,° M� '� �.__- �-"-�� LOG L STOCK MARKET �/ CUT SLOPE \ \
+oo _M-I—� rn M = ___ - LOG q \ 12+50 16+OORT \, �O NAG S75 27 \ \
���
_ �� rn M "' �_ = - IVY LIMITS OF CONSTRUCTION NAG SC250 o PAT D O 1
-1 ^ M� �_ _ _ �orvL� Iv L�OC D� L 10.5 AC \ ( PAT E �/ 26 I \ 1
°; ��"' M -/ _`- —__sir DIV�� C J G
L0 STOCK MARKET
- t�IVLO LOC 9+00-12+50RT 25 TST #8 1 �$
DIVA Iv e�C NAG C125 ��' ` 1 1
- DIY — Lo� PAT D L=100', 1N=1 T, D
DlvtflC� LO 24 Q� DE SLOP BASIN:
TOP358.0'
\ 23 1 gyp\ �OC BOTTOM OF BASIN: 355.0' \ \
STOCK MARKET l Di �, - 4' EMERGENCY SPILLWAY: 357.0'
NAG SC150
5+21-9+O\ 22 ( \��/ i SIDE SLOPES OF BASIN ARE TO
50 LOC BE SEEDED WITHIN SEVEN DAYS. 1 \ 1 \ 1(
PAT D
\ \ 1 1 ( 1 5/8' ERB — \ I 1
l , 1 2„Efl
J
\ \ 1 RB
(11
\ \ \ » 2 E E RB \ \ \ I I /
42 �
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
I inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
11CARO V//
��:s ..
:�- q�,: ;
•4 SEA
027
O1 I111g���```
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED

VICINITY MAP
NOT TO SCALE
LEGEND:
OO EIP-EXISTING IRON PIPE
O EPK-EXISTING PK NAIL
O ERB-EXISTING REBAR
Qo ERS-EXISTING RAILROAD SPIKE
0 CP-COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
-- RIGHT-OF-WAY
-- — - —- —-- SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
0"Rb100 YEAR FLOOD LINE
TREE LINE
LOC LIMITS OF CONSTRUCTION
SF SEDIMENT FENCING
a� SIGN
MB MAILBOX
AC HVAC UNIT
© TRANSFORMER
0 LIGHT POLE
pp UTILITY POLE
C GUY WIRE
❑T TELE PEDESTAL
© CABLE PEDESTAL
WV
N WATER VALVE
FIRE HYDRANT
❑o WATER METER
® CATCH BASIN
TREE
ASPHALT
SOIL
0 WATER
WETLANDS
NORTH AMERICAN GREEN TURF MATTING
0 CHECK DAM W/WEIR
Know what's below.
Call before you dig.
355 NC1 99
GRID NA 83t \ 1 1
PINCHED) -� \ \ � 128 �
� l
36
37
r 1 //
60' BUFFER AND DRAINAGE
1 EASEMENT CENTERED ON 10' UTILITY EASEMENT
STREAM j I
C1 / 370.05 o
367 ' G�� LQC VOC/ a
\\r
y l O�o0 366 / 1
C ) I OC
ono
` T 365
I i I TST #10 ( I // J�li F ;;•; �, 10' UTILITY EASEMENT
L=60', W=15', D=3'
I SIDE SLOPES= 2:1 \ \
TOP OF BASIN: 354.0' / A
`I' BOTTOM OF BASIN: 350.0' l \ \J / QQ` Q G4�' O
'
4' EMERGENCY SPILLWAY: 353.0' Cr P "' ' STOCKMARKET
SIDE SLOPES OF BASIN ARE TO 18+40-20+OORT )
\ BE SEEDED WITHIN SEVEN DAYS. / .��G 363\� '. �O NAG SC150 1 )
c� g0 ` I ;`';� . PAT D I
0�
.1, STOCK MARKET
FILL SLOPE
NAG S75 3s0 /;';'; // , o /
PAT D + �Xo3\� �i'� �; �t EXCAVATED INLET
�i INV:357.00 `PROTECTION
1
JO> ERB /
35.65 LF @ 3.65% 24" RCP 30 r
/ INV: 355.70
7 DAY GROUND Mo .� ,-�,,.�
123
COVER REQUIRED
356 ,
JUMPMASTER
/ y / A�� J 0+30-2+40LT
�X J '►�`.• O
\) NAG C125
s� w 1,6 �, ��`, , PAT D \
INV:344�95 \ - \
37.30 LF @*3.46% 66" RCP ��FT :�•� `.
\ i �122,
�,�� / Off' TEMPORARILY TIE oo
�? ��/ �r DITCH TO TSB#9
\ \ \
M`°�o i oo-
\ TSB #9 "j r:• c•� 1 �O G L=105', W=32', D=2' ♦ Morn 5/ " \
• v RIP RAP DISSIPATER SIDE SLOPES= 2:1 ERB \
STOCK MARKET L=2' W=1/2' TOP OF BASIN: 356.0' \1k,�-
FILL SLOPE D-8" D-12" BOTTOM OF BASIN: 353.0' 121
NAG S75 \ \
I PAT D CLASS B 18" THICK\15' EMERGENCY SPILLWAY: 355.0'
INVERT OF SKIMMER: 353.0' \
SIDE SLOPES OF BASIN ARE TO 5 8 \ �'
BE SEEDED WITHIN SEVEN DAYS. ERB \
"ATTACH A 2.0" FAIRCLOTH \ �
\ \ll ( SKIMMER(OR EQUAL)WITH
1.5" ORIFICE
�♦ �460' BUFFER AND DRAINAGE \�
EASEMENT CENTERED ON
r I I 1 \STREAM \
I f
L l 120; \ 1
1� CM
/ N 570,999.779
E 1,994,077.504\
NC GRID NAD 83
/ (2011) \
47 ;
48 /
I / /
I /
0
oz
z
r
"o
� C
5 e Sot&T
O N
N
0
N
m
m
Q
z
c�
U
Z
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
I inch = 50 ft.
4DSite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
•4 SEA
• 027
7-
fill It
12-12-1�
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
C-3m3

VICINITY MAP
NOT TO SCALE
�3-A;
N /F
DONNA SUE M. HOOPER & HUSBAND,
JAMES CLEMONT HOOPER
DB 976, PG 697
PB 2000, PG 67
LEGEND:
EIP Oa EIP—EXISTING IRON PIPE
EiR Oa EIR-EXISTING IRON ROD
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
PROPOSED EASEMENT
OVERHEAD UTILITY
WETLANDS
X FENCE LINE
PVC SPLIT RAIL FENCE
TREE LINE
155 MAJOR CONTOUR
151 MINOR CONTOUR
x 169.14' SPOT ELEVATION
PROPOSED FIRE HYDRANT
❑■ PROPOSED WATER METER
PROPOSED GATE VALVE
►N PROPOSED WATER VALVE
• PROPOSED BLOW OFF
F7APROPOSED TEE
PROPOSED PLUG
BENCHMARK
SIGN SIGN
9 BOLLARD
® MAILBOX
PP. UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
© CABLE PEDESTAL
❑❑ WATER METER
HARDWOOD TREE
PINE TREE
ASPHALT
WETLANDS
UTILITY NOTES
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE
AS—BUILTS DURING THE CONSTRUCTION OF THE WATER LINE.
ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON THE
AS —BUILT DRAWINGS. ALL VALVES AND CHANGE IN DIRECTION
OF THE WATER LINE SHALL BE LOCATED WITH A MINIMUM OF
TWO DISTANCES FROM A KNOWN OBJECT. THE CONTRACTOR
WILL PROVIDE THE AS —BUILT DRAWINGS TO THE OWNER TO BE
USED FOR THE WATER LINE CERTIFICATION AT THE COMPLETION
OF THE PROJECT.
2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES
ARE APPROXIMATE UNLESS OTHERWISE NOTED.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL
UTILITY COMPANIES AFFECTED BY THE PROPOSED WORK.
4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY
PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL
COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS
5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS
POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE TO
LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY CENTERED,
AND WITH A SMOOTH INVERT AT THE JOINT.
6. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED
IN ACCORDANCE WITH HCDPU AND NCDEQ TECHNICAL
SPECIFICATIONS.
7. ALL MATERIALS SHALL BE APPROVED BY HCDPU BEFORE
INSTALLATION.
8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD
AND HCDPU A MINIMUM OF 48 HOURS BEFORE CONSTRUCTION
OF THE WATER LINE BEGINS. THE CONTRACTOR SHALL ALSO
NOTIFY THE ENGINEER OF RECORD AND HCDPU 48 HOURS IN
ADVANCE OF ALL TESTING.
9. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY
MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE LEFT IN
PLACE THAT CROSS THE NEW LOTS UNLESS RUNNING ALONG A
LOT LINE. IF ADDITIONAL UTILITIES ARE FOUND, CONTACT
ENGINEER PRIOR TO DEMOLITION.
10. ALL ELEVATIONS ARE IN NAVD 88 DATUM.
11. WATER METERS SHALL BE PLACED 1.5' INSIDE OF THE UTILITY
EASEMENT
SEE SHEET G1.0 FOR HARNETT COUNTY UTILITY NOTES
N 571,710.786
E 1,994,807.571'
1 S l f > j % NC GRID NAD 83 \\ \\
) I4 i f ( ) / / / �_ �\-`���'�" \\�'\� (2011)
�f�rrS�(fll r i -� __, f\ — Z «( a l f �� 1" EIP--
�� 4 d \\ (PINCHED) \ \ 124
/ z�� \\ (<� �� W v �j I (� /� o l
41
vw
98,/ 5/8"�_ I
Jr ( /{�/ l.Y'� �� (``//7��\/\///1 �yl`,�`I .✓"".Y�/�'`.�(l �t(�� �/ 54 // f 53 52 51 50 49 48 47 46 45 `, \ r �W (I>� 1\ / ERB
0/S/O/ 44 Y W `\ 34 r127
ERB =/� W r�Y—�`� �J� (1�/�'- J `v \ ` W \ \1( (� `) r 38
1
— / W l .YJ W W W i� / 1 f% (yr c(� •P'J W .Y .Y Wj! W� .Y �`�'� .Y ) 55 /� � j /� / / .\ . ���' \ �� N.
1) i / l I ` \ \ 5 8" I , \
1J k �Y�r—W�/j�Y�—Y✓,y f C _ — _ -- i W RB �126 1 \
d W W Y \ < 1 1W W Y iJ �JW �, - - - - -- - - - CAPITAL LOOP \�\ \`5`\_) 1� 39 JFF�/
1 j / -�" '11 , W / —/
97,E v� v. v v� ' v v -� �� — � N 1 �� r 33
'j r/{Ol,� — — --50' R/W —PUBLIC STREET &_ — — — — — r. 43� J )l` r
.Y [.YJ (1 l ` •l� .Y\.Y .Y (�--J.y .Y .Y �"/ J� �
'� -- — UTILITY ACCESS y�
W .Y/.N J �� 1 •Y1Y s\Y�• W .Y .Y� P W W J f - --_ \ Z `r /\ _il . W 4O /� `�� �r 32
W�j %4 / J 1, i` �� r t C
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68 �\ `I�Y\- (�/•� \��, \�
,\ .y � I � .Y .Y �.Y .Y .Y .1.! .Y Y •Y � i / / / 6g 64 65 • / ( 1-•F-•W 1 (�.� OV, Q' �`�
v `"111j W W "' 1JJ / �l�l r • 3141
%
1 v .
�90
89�� ���5
71
.. �ti )11 J /~ ` f 74 ly`� ♦ f �9`c�
58
- ' \ 75
/ 77 29
l
✓f� I p % ` ��1��� � l l I ? l L � / � � %� > I � 1 � � �� I �' W - c ti � r l �-. �
=W Y W (` ,I I f �� �� \ �� 11�I ( t `�����' l 1 , )W 2(121
8 '•
ERB' 5 1
1 �• .Y .Y .Y .Y .Y% /.� ) — —Z — �_ L \ I `I l f \ i 1 /8"
r 87 ��\� �` 1 W W W W —v✓ ri 82 �1 ER `��/�� /l� _ / - — — — 27 ERB \
I /
83,; `_--� 5 _ \ — — 26 �•11 \ v W 1 �(
5 8" — ERB �'- — - RB r�120 1 o
1 I �J / _ F- - _ — 1 23 1� `�
ERB _ w - \ 22 I l \ l\ v
— — N '+. 1 20 21 ( �_ \ 1 ECM
' tKtl �� -�� { )
5/e i : V j 18 19 1 I I ° /ERB 1 r�119
W6 ERI �,-/ 13 " W j r 17 O I 1 it
W6 !i` I� Q`,, �\ �\ !� / N 570sss.77s
`� 1 \ I
6 W6 J r y Im J 15 �� \ \ 1 \ O % 5/8 •—•f 2a FP 1�--\� 47 NCI GRID NAD 83
— W 1/2„ 5/8" l ERB 146�/ — / .--. (2011)
Z�I ,,� _ �� l 5/8" \� ERB 1EIP .� EIP 7 ERB,- — I I / 48,) /
1/2" `ERB\~ ERB--� r 1
l \ I m ERB EIP 1 140 / \ 41
ERB -- i--�
j4" �- I r� 37�� 138i
3/4 EIP I ERB l�. \\ I �--� I ( 36
FRR--. r 35
J \r 34
31 i 32'� I 5/8" I I
IERB \ 5/8" 5/8„
I 3/4" ERB ERB
5/8" ERB
I TBM
N 570,617.013
E 1,992,547.997
ELEV 386.86
NC GRID NAD 83
(2011)
NAVD 88
Know what's below.
Call before you dig.
GRAPHIC SCALE
120 0 60 120 240 480
( IN FEET )
1 inch = 120 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
OVERALL
UTILITY PLAN
PIN#
9597-31-2392.000
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=120'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
C-400

r
rIVI
zCD
~ FIFTY CALIBER DRIVE
STRIKE EAGLE DRIVE ff =�j / r /4 / / / J ��� ✓ /
TOWER DRIVE \
`l' �' '� �•�
NORTH
�j 52
IV N T�'�IVIA �1/f� �.� �, �, J / �1.� I �, �, �, ^ /�, (�, r�/ ��� ��� 54 / O
ICI I �/ , r t �� / 1 ��., ��i// ,
SNOT TC(sCAL of
f 55
�, / /l / l� / J / �� \�� ✓ /,���� / �� / / 10' UTILITY EASEMENT 00 00 —
f ���� S W / /S �✓ �,`�I /�,d�� `F � (�I, �/ � .I�� �L — �1. � � �L � �L �L �N � �L � � J� / �( �� (, , . �X � - _ _' 00 00/T
r J,-
UTILITY NOTES
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE
AS-BUILTS DURING THE CONSTRUCTION OF THE WATER LINE.
ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON THE
AS -BUILT DRAWINGS. ALL VALVES AND CHANGE IN DIRECTION
OF THE WATER LINE SHALL BE LOCATED WITH A MINIMUM OF
TWO DISTANCES FROM A KNOWN OBJECT. THE CONTRACTOR
WILL PROVIDE THE AS -BUILT DRAWINGS TO THE OWNER TO BE
USED FOR THE WATER LINE CERTIFICATION AT THE COMPLETION
OF THE PROJECT.
2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES
ARE APPROXIMATE UNLESS OTHERWISE NOTED.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL
UTILITY COMPANIES AFFECTED BY THE PROPOSED WORK.
4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY
PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL
COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS
5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS
POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE TO
LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY CENTERED,
AND WITH A SMOOTH INVERT AT THE JOINT.
6. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED
IN ACCORDANCE WITH HCDPU AND NCDEQ TECHNICAL
SPECIFICATIONS.
7. ALL MATERIALS SHALL BE APPROVED BY HCDPU BEFORE
INSTALLATION.
8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD
AND HCDPU A MINIMUM OF 48 HOURS BEFORE CONSTRUCTION
OF THE WATER LINE BEGINS. THE CONTRACTOR SHALL ALSO
NOTIFY THE ENGINEER OF RECORD AND HCDPU 48 HOURS IN
ADVANCE OF ALL TESTING.
9. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY
MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE LEFT IN
PLACE THAT CROSS THE NEW LOTS UNLESS RUNNING ALONG A
LOT LINE. IF ADDITIONAL UTILITIES ARE FOUND, CONTACT
ENGINEER PRIOR TO DEMOLITION.
10. ALL ELEVATIONS ARE IN NAVD 88 DATUM.
6+00 7+ 0 -- 8+oo
30' DRAINAGE l �. ♦ oo 'W
�LEASEMENT 6fi+72T9E -- -- -- --
1
6+72.9
/ / FH EASEMENT
/� r / / 11I I \ 1 \ �� 1 l ` _f f / \/.�// //�/r/ %/� / \ `O ♦ + + 10' UTILITY + +
10'X 10' UTILITY00
56 i / EASEMENT co co
- -J
t fQQ11/ ,IC6 O
�55.41 LF @ 8.66% 30" RCP
rj � 1
,-Jj
4P) ,_,
10 UTILITY EASEMENT
��f,
Nr
58 1 0
o
10
20' DRAINAGE \
EASEMENT F%R".
� f 10' UTILITY EASEMENT
�
1 I 1 �. �•t/ .t/ .t/ .t/ * 82+coo ( ',
-
- 5+00
1 f ) REMOVE EXISTING BLOW OFF 0+40.7� +oo W6
GATE VALVE TO REMAIN �.� '��\ 2+0o rc t - - / 1 -
— - _ --
1 I _ — A-. -- — W6, 6"X6" TEE Z - \ I 1 FRB _ Wb
1/ 6" 0 -- i \
2+80.9 2+80.9
IW6 FH �� �� 10' UTILITY EASEMENT \
6" GV _ W W
ERB
W6 -
W6
STO 50 PUB�ER�w NE
Know what's below.
Call before you dig.
6"X6" TEE r
0+48.8 —�� ! i
+38.8 - I ( bo 00
�+ 38.12 LF @ ti.56% 18" RCP
I w00
13 �I
O LU
f 4
�r
1" WATER SERVICE /
TO BE INSTALLED BY
SITE CONTRACTOR J I /
10' UTILITY EASEMENT 1 I I \
/ / r I � 0 I
I \
I
1 I
� oW
\\
34
6+00
1 ril
\ CC8
SEE SHEET G1.0 FOR HARNETT COUNTY UTILITY NOTES
LEGEND:
EiP Qo EIP-EXISTING IRON PIPE
EiR O EIR-EXISTING IRON ROD
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
PROPOSED EASEMENT
OVERHEAD UTILITY
- - WETLANDS
X FENCE LINE
PVC SPLIT RAIL FENCE
TREE LINE
155 MAJOR CONTOUR
151 MINOR CONTOUR
x 169.14' SPOT ELEVATION
PROPOSED FIRE HYDRANT
❑■ PROPOSED WATER METER
* PROPOSED GATE VALVE
►N PROPOSED WATER VALVE
• PROPOSED BLOW OFF
F7APROPOSED TEE
PROPOSED PLUG
-J�- BENCHMARK
5EG SIGN
9 BOLLARD
0 MAILBOX
pp UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
© CABLE PEDESTAL
❑❑ WATER METER
HARDWOOD TREE
PINE TREE
ASPHALT
WETLANDS
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
I inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
UCARo'%
Z�: OFF /0 ••• `9 i
•4 SEA
• 027
•• G ► NE ••°����
12-12-J�
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
DETAILED
UTILITY PLAN
PIN#
9597-31-2392.000
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
C-401

1 J
VICINITY MAP
NOT TO SCALE
LEGEND:
EiP OO EIP—EXISTING IRON PIPE
EiR (0 EIR—EXISTING IRON ROD
ERBO ERB—EXISTING REBAR
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT—OF—WAY
PROPOSED EASEMENT
OVERHEAD UTILITY
WETLANDS
X FENCE LINE
❑ ❑ PVC SPLIT RAIL FENCE
TREE LINE
155 MAJOR CONTOUR
151 MINOR CONTOUR
x 169.14' SPOT ELEVATION
PROPOSED FIRE HYDRANT
L�J PROPOSED WATER METER
PROPOSED GATE VALVE
►N PROPOSED WATER VALVE
• PROPOSED BLOW OFF
F2-!PROPOSED TEE
► PROPOSED PLUG
-Q� BENCHMARK
SIGN SIGN
a) BOLLARD
® MAILBOX
PP. UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
© CABLE PEDESTAL
❑❑ WATER METER
HARDWOOD TREE
PINE TREE
ASPHALT
0 WETLANDS
UTILITY NOTES
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE
AS—BUILTS DURING THE CONSTRUCTION OF THE WATER LINE.
ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON THE
AS —BUILT DRAWINGS. ALL VALVES AND CHANGE IN DIRECTION
OF THE WATER LINE SHALL BE LOCATED WITH A MINIMUM OF
TWO DISTANCES FROM A KNOWN OBJECT. THE CONTRACTOR
WILL PROVIDE THE AS —BUILT DRAWINGS TO THE OWNER TO BE
USED FOR THE WATER LINE CERTIFICATION AT THE COMPLETION
OF THE PROJECT.
2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES
ARE APPROXIMATE UNLESS OTHERWISE NOTED.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL
UTILITY COMPANIES AFFECTED BY THE PROPOSED WORK.
4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY
PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL
COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS
5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS
POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE TO
LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY CENTERED,
AND WITH A SMOOTH INVERT AT THE JOINT.
6. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED
IN ACCORDANCE WITH HCDPU AND NCDEQ TECHNICAL
SPECIFICATIONS.
7. ALL MATERIALS SHALL BE APPROVED BY HCDPU BEFORE
INSTALLATION.
8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD
AND HCDPU A MINIMUM OF 48 HOURS BEFORE CONSTRUCTION
OF THE WATER LINE BEGINS. THE CONTRACTOR SHALL ALSO
NOTIFY THE ENGINEER OF RECORD AND HCDPU 48 HOURS IN
ADVANCE OF ALL TESTING.
9. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY
MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE LEFT IN
PLACE THAT CROSS THE NEW LOTS UNLESS RUNNING ALONG A
LOT LINE. IF ADDITIONAL UTILITIES ARE FOUND, CONTACT
ENGINEER PRIOR TO DEMOLITION.
10. ALL ELEVATIONS ARE IN NAVD 88 DATUM.
SEE SHEET G1.0 FOR HARNETT COUNTY UTILITY NOTES
Know what's below.
Call before you dig.
� \ 10' UTILITY EASEMENT
—
10' UTILITY EASEMENT \ _ \ \ 15+00 _ �'-
\_
++ \ — — 14+00 �1
LO
� — �� 6" GV — 1 W6
'00 co �\. _ — — — 13+00 _ - - 1 19+57.1 W6 — \
12+00 �� J W6 4 GV
6.
— — — — — — �� W66 6"X6" TEE 6"X6" TEE ,14+16.8 — — \ 1 I
-� — — CK MARKET DRIVE �— 14+06.8
— ��� ---� 13+92.8 1 I
10+00 _ ST50' RAW —PUBLIC STREET— � W 1 1
+ —& UTI ITY AC SS W6 — + 13+92.8
rr
9+00 �ro — I �a — — — — — FH + ? \ — �W6 �� � � \ � I ` t 1 w + \
M 6 + 0 00
S+ — — — I \ lOD Q0
� W6 W6 — --- -- --- � � � � l � \ \ \ Il
1 0 — — 6" X6" TEE — — + +
— — — — — — 8+64.= �
00
10' UTILITY EASEMEN00 U' CO
1
FH 0 ) 25 .
�00 co
5/6"
ERB l ��
ERB I
46 �
\ I
I
42 ;
I
I
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
•4 SEA
• 027
%°
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
DETAILED
UTILITY PLAN
PIN#
9597-31-2392.000
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
C-402

VICINITY MAP
NOT TO SCALE
LEGEND:
EiP Oa EIP—EXISTING IRON PIPE
EiR Oa EIR—EXISTING IRON ROD
ERBC) ERB—EXISTING REBAR
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT—OF—WAY
PROPOSED EASEMENT
OVERHEAD UTILITY
— WETLANDS
X FENCE LINE
PVC SPLIT RAIL FENCE
TREE LINE
155 MAJOR CONTOUR
151 MINOR CONTOUR
x 169.14' SPOT ELEVATION
,iL�J �, PROPOSED FIRE HYDRANT
PROPOSED WATER METER
* PROPOSED GATE VALVE
►N PROPOSED WATER VALVE
• PROPOSED BLOW OFF
Fr -I PROPOSED TEE
► PROPOSED PLUG
-BENCHMARK
s SIGN
a) BOLLARD
© MAILBOX
PP UTILITY POLE
C- GUY WIRE
❑T TELEPHONE PEDESTAL
© CABLE PEDESTAL
❑❑ WATER METER
HARDWOOD TREE
PINE TREE
ASPHALT
0 WETLANDS
UTILITY NOTES
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE
AS—BUILTS DURING THE CONSTRUCTION OF THE WATER LINE.
ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON THE
AS —BUILT DRAWINGS. ALL VALVES AND CHANGE IN DIRECTION
OF THE WATER LINE SHALL BE LOCATED WITH A MINIMUM OF
TWO DISTANCES FROM A KNOWN OBJECT. THE CONTRACTOR
WILL PROVIDE THE AS —BUILT DRAWINGS TO THE OWNER TO BE
USED FOR THE WATER LINE CERTIFICATION AT THE COMPLETION
OF THE PROJECT.
2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES
ARE APPROXIMATE UNLESS OTHERWISE NOTED.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL
UTILITY COMPANIES AFFECTED BY THE PROPOSED WORK.
4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY
PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL
COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS
5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS
POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE TO
LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY CENTERED,
AND WITH A SMOOTH INVERT AT THE JOINT.
6. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED
IN ACCORDANCE WITH HCDPU AND NCDEQ TECHNICAL
SPECIFICATIONS.
7. ALL MATERIALS SHALL BE APPROVED BY HCDPU BEFORE
INSTALLATION.
8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD
AND HCDPU A MINIMUM OF 48 HOURS BEFORE CONSTRUCTION
OF THE WATER LINE BEGINS. THE CONTRACTOR SHALL ALSO
NOTIFY THE ENGINEER OF RECORD AND HCDPU 48 HOURS IN
ADVANCE OF ALL TESTING.
9. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY
MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE LEFT IN
PLACE THAT CROSS THE NEW LOTS UNLESS RUNNING ALONG A
LOT LINE. IF ADDITIONAL UTILITIES ARE FOUND, CONTACT
ENGINEER PRIOR TO DEMOLITION.
10. ALL ELEVATIONS ARE IN NAVD 88 DATUM.
SEE SHEET G1.0 FOR HARNETT COUNTY UTILITY NOTES
Know what's below.
Call before you dig.
FW
r 36
°j WM ZZ
60' BUFFER AND DRAINAGE / x�A ' �x`O� ZZk�g2
\ i3 v / vdM
1 EASEMENT CENTERED ON 21+19.3 � 2" BO
STREAM
\ ( 10' UTILITY EASEMENT
\ ,7���� x
r I ` ��9x 9x6 A ' °O
/ 19+77.0,
\4, \ / 2" GV
�■ I l ' \ / 1 / �J�<c,� 6" PLUG TAP 2„
/ // 19+67.0
Cl�
xo� �/
• xIQ / 6"X6" TEE' I
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x_ 6„ GV H 18+51.1 I
\ \ ' 18+02.4 FH
1 I/I 6"X6" TEE
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\ 35.65 LF @ 3.65% 24" RCP 30 /
+23
�,, 0--.0
Yl
37.301 LF @ 46% 66" RCP
s 8�
' �9 9 29 � i r I x
\ f TIE TO EXISTING r
■ 0 28 WATER LINE
N \ 60' BUFFER AND DRAINAGE
EASEMENT CENTERED ON
\ • STREAM
`�,
I f
120;
1 ECM I
w ( 5/8„ 1 ( ! \
l 1 ERB
1/2 �119; \
jIP�
/ N 570,999.779
E 1,994,077.504\
NC GRID NAD 83
/ (2011) \
47 ;
48 /
I / /
I /
I
5/8"
�B
122 )
5/8"
ERB
123 )
\
\
\
\
\
N99 E14,807.578
NC GRID NAD 831(2011)
1
� 1 L
(PINCHED) —� \ 128
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
I inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
11CARO'''��
•4 SEA
• 027
%°
12-12-1�
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
DETAILED
UTILITY PLAN
PIN#
9597-31-2392.000
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
C-4m3

01
J.,\ +
l WM 0+69.75\�
% + + \\ 10 UTILITY EASEMENT
REMOVE EXISTING � y \PO PO
co
GATE VALVE TO OW GFF ! - - - -
REM.11N 0 F 0.7- - 1\
T
_ 1
0+00 0 6 GV 1+00 2+00 0 +00 4+00
o -0+03 ' - - - 1-` - -
,c ,
J6 W6 W6 W6_" 6 W6 Wf
L6 X6" TEE- 6" GV - - � 6„X6„ TEE �
0+38.8 "-"0+48.8--- -- - - - -- -- --
2+80.9 2+80.9
FH
-a)- ±\-�- I I �� / �M 10' UTILITY EASEMENT
-f
J -J �����/�✓�' 38.12 LF @ 5.56718" RCP /
ow
�1 fn /
w�Q i I
( ca
CC
4 / / j I
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410
405
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395
390
385
380
375
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365
U1
+
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l O � 74 1 73
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+
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6 W6 W W6
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-- -I _
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00
00 \
00
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\ 08+64
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\
�4
1
STOCK MARKET
50' R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 14+00
11>
71 \
� O �
10' UTILITY EASEMENT
-,
-
00
00
I � �
50.27 LF @ 3.48% 36" RCP
+ +00 00
�
\ co co
Ai Sot
10+00 \ 11+00
i W6 W6 W
w
10' UTILITY EASEMENT \ +
1 22 23
\l
1
� l
a o
3s 06 � N
S
12� - - - - 13++00 - + 6" GV 141
19+57.1
�W W6 W6
6 X6" TEE 6"Xf
13+92.8 14-F
A_ . . L�. I . 7 . . -
LO 00 \ 13+92.
00 �� M 1 FH
25
24 O
f
1
LOW POINT ELEV = 373.31
LOW POINT STA = 0+91.44
HIGH POINT ELEV = 402.60
HIGH POINT STA = 5+21.89
LOW POINT ELEV = 390.53
LOW POINT STA = 7+97.19
PVI STA = 1+81.44
PVI ELEV = 376.32
PVI STA = 4+64.18
PVI ELEV = 410.25
PVI STA = 7+44.95
PVI ELEV = 392.56
A.D. = 8.65%
A.D. _-18.30%
A.D. = 2.40%
K=20.80
180' VC
K=20.25
371' VC
K=43.53
104' VC
\
COVER
/
36" MINIMUM
\
\
\
o
\
\
\ \
HIGH POINT ELEV = 376.82
HIGH POINT STA = 11+48.53
p�
PVI ELEV = 374.88
\
\
A.D. _ -1.74%
K = 57.25
\
100, VC
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
12+00 13+00
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
I inch = 50 ft.
415
410
405
400
395
0
w
390
z
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J
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200
■
sl e
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
•4 SEA
027
TT
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
STOCK MARKET
PROFILE
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
C-5mO

Orl
i %, S`�7 J,--,
A}11 J
0) --A
_ Imo- �-' �0' ,�` "� - �\ �'_ �— �- -✓' f� - �/ ✓/ 10' UTILITY EASEMENT
00 00 i 00
390
L�too 7tt 8�100
2+00 3 00 4+00 / p0 W6 — i W6 W6 W6
�3s W6 6"X6" TEE i
55.41 LF C� 8.66% 0 RCP \� / , / - - j 6+72.9 _
N
zk
+ + 10' UTILITY EASEMENT
OD/ 10'X 10' UTILITY :i 0+0
6' * _z_ 'fl� iy . U' EASEMENT 91 91
/
61
� 1 - \ / 60
1-1 _ - o Qf
l � `, I
v IL
395
390
385
380
375
370
365
360
355
350
345
CAPITAL
501 R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 14+00
HIGH POINT ELEV = 384.52
HIGH POINT STA = 8+83.26
PVI STA = 7+64.69
50
+ 10' UTILITY EASEMENT —' �+ +_
rn
00 00 00
t-- -- -- - -- -- -- -- -
9+I 0 +
W6
00
00
10+00 11+00 CAPITAL LOOP +00 13+00 141
�50' R/W - PUBLIC STREET &�
UTILITY ACCESS
W6 W6 6" GV %A16 W6 W6 W6
-- -- -- 11+20.9 -- -- -- -- --�- --
PO � ` J
� f
r
HIGH POINT ELEV = 384.85
HIGH POINT STA = 9+34.78
PVI STA = 9+34.02
PVI ELEV = 383.32
A.D. _ -7.90%
K = 30.0
237'
A.D��=-1.98%--
K = 36.96
73' VC
HIGH POINT ELEV = 382.33
HIGH POINT STA = 12+12.91
PVI STA = 12+65.41
PVI ELEV = 381.83
A.D. _ -3.23%
K = 32.48
105' VC
LOW POINT ELEV = 360.48
LOW POINT STA = 3+73.79
PVI STA = 4+55.91
PVI ELEV = 355.80
A.D. = 12.39%
K = 30.21
374' VC
01%
-0.97%
/
36" MINIMUM COVER
— — —
—
6" SDR
21 WgTERLINE
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0
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24" MINIMUM SEPARATION
30" RCP
3+73.6
2.55'
6" DI PIPE FOR
DIRECTIONS BELOW
CROSSING
10' IN BOTH
THE STORM
— — — —
EXISTING GRADE
FINISHED GRADE
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GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
I inch = 50 ft.
395
390
385
380
375
W
z
370 �
z
0
U
W
J
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0
365
0
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360
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355
350
345
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14+00
200
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
o����'(N 11CARO'''��
20: pkE /p •.• `9
. 4 SEA
• 027
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
CAPITAL
PROFILE
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
C-5m 1

390
385
380
375
370
365
360
355
350
345
340
rn
I�
cc
30,
l SFtij 40F ♦ / l( � 970,
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70 UTj4\ \ \ ) ( �C `((• i r I /' vE W2 — / 370.05 '� 22+19.2
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0 � T 24 Y / N (,ii J
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1 x
37.30 LF @ 3.46% 66" RCP
35.65 LF @ 3.65% 24 RCP /
D
_ ON G 3�
o. ?�
STOCK MARKET
501 R/W (PUBLIC STREET)
ROADWAY PROFILE 13+00 TO 22+00
0
LOW POINT ELEV = 354.58
LOW POINT STA = 16+43.85
PVI STA = 16+45.78
PVI ELEV = 349.64
A.D. = 11.41%
K = 30.35
346' VC
HIGH POINT ELEV = 364.66
HIGH POINT STA = 19+43.69
PVI STA = 18+86.33
PVI ELEV = 363.52
A.D. _ —3.78%
K = 30.33
115' VC
co
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00
+
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N
II
M
II
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N
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0
—1.99q°
36" MINIMUM
—
COVER
\
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/
OP/
+—wo
w�2
Q�
b
0
�00
66" RCP
/
PIPE GRADES HAVE BEEN
SET SUCH THAT THE INV
IS 1.0' BELOW EXISTING
GRADE AT UPSTREAM AND
DOWNSTREAM INVERTS.
FIELD VERIFY
24" MINIMUM
SEPARATION
16+42.1
2.06'
— — — — EXISTING GRADE
FINISHED GRADE
6" DI PIPE FOR 10' IN BOTH
DIRECTIONS BELOW THE STORM
CROSSING
u7 WM Nr7
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w 1 W WM 3+43.8 J �
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(1106MaVNCINE)ON
J
Oy
L0I�
f
-- WM 2+98.8 [ '403 I
WM 2+88.8
00
1 i / N
38.12 LF @ 6.56% 18" RCP — —
/ 'T — _
0, U ISS3COb llllllfl J 1 s+,o
/ �J If I / I —133&S oiiend — ml2j ,OS �. 0 o —
I lunoq a31sn 3 00
16
I � -
—
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o �
\6�i'\
f WM 1+07.1 �
+ WM 0+97.1
390 410
385 405
380 400
375 395
370 390
365 385
360 380
355 375
350 370
345 365
340 360
BUNKER BUSTER
501 R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 3+50
HIGH POINT ELEV = 391.41
HIGH POINT STA = 2+24.98
PVI STA = 2+08.71
PVI ELEV = 393.10
A.D. _ —8.37%
K = 20.00
167' VC
—
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TIE TO EXISTING
ROADWAY
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— — — — EXISTING GRADE
FINISHED GRADE
0)
O
M
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O
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N
N
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13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 0+00 1+00 2+00 3+00
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
410
405
400
395
390
385
380
375
370
365
360
200
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
STOCK MARKET
& BUNKER
BUSTER
PROFILES
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
C-502

390
385
380
375
370
365
360
355
350
345
340
00
ro
00
NK
CIO
J W r\ A'�' lb /00
cp
co
w
x0/o
50.27 LF @ 3.48% 36 RCP
�6 �♦ !� I 1 / ~ -� �\ �6 362 19xs�
\ \ G 11 OroO
ro I I } 0 0
I
Xj-
CAPITAL
501 R/W (PUBLIC STREET)
ROADWAY PROFILE 13+00 TO 20+00
HIGH POINT ELEV = 370.47
HIGH POINT STA = 15+35.77
PVI STA = 15+85.77
PVI ELEV = 368.37
A.D. _ -1.11 %
K = 90.01
100, VC
\
4,2py\
LOW POINT ELEV = 359.63
LOW POINT STA = 18+30.08
PVI STA = 18+05.96
PVI ELEV = 356.68
A.D. = 9.02%
K = 30.02
271' VC
\
\
\
36"
MINIMUM COVER
\
6" S
0
I
PVI STA = 1
ELEV = 362
00%
gTFRv�F
°
PVI STA = 19+46.71
ELEV = 361.89
N
V)
\
\
36"
RCP
>�-w�
- ~ +
co +�
18+25.0 I
2.53' I
6" DI PIPE FOR 10'
DIRECTIONS BELOW
CROSSING
IN BOTH
THE STORM
- - - - EXISTING GRADE
FINISHED GRADE
N
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r`
r7 r7
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0 N WM 19+27.1 \!
LU
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0 r \ �`1'�o�uT IONS
IN
� I
ra x0�'��j�35.65 LF C� 3.65% 24" RCP i oti
0+- �o JUMPMASTER DRIVE 2+00" - 2445
WM 18+04.8 $ +1x -& 50' R/W - PUBLIC STREET I -
�WM 17+94.8 °0�M UTILITY ACCESS
M 9M
WM 16+84.9-
i I i WM 16+74.9
\37.30 LF @ 3.46% 66" RCP
390 390
385 385
380 380
375 375
370 370
365 365
9+56.71
09
360 360
355 355
350 350
345 345
340 340
JUMPMASTER
501 R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 3+00
0
r7
+
LOW POINT ELEV = 365.43 N
LOW POINT STA = 1+45.08 II
PVI STA = 1+71.74 Q
PVI ELEV = 366.76 V
A.D. = 0.53%
K = 100.00 �
53' VC
o
M
II
J
w
i
0
0
+
00
S�
ro
N
w
X
w
> 0-o r-*
0 �-w N
+ +
c0 N ~ N
j
J
w
/
/
/
36" MINIMUM COVER
/
-
/
009
24" RCP
24" MINIMUM
SEPARATION
0+40.0
2.37' i
6" DI PIPE
DIRECTIONS
CROSSING
FOR 10' IN
BELOW THE
BOTH
STORM
w0
F-
�00
- - - - EXISTING GRADE
FINISHED GRADE
00
LOOn
r- CO
00
r N
O
r- 0')
00 Ln
(O
0)
N
n
390
385
380
375
370
365
360
355
350
345
340
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 0+00 1 +00 2+00 3+00
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
I inch = 50 ft.
200
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
11DAR0
`�2pQ'.O�ES3 /0 •.�
•4 SEA
027
G ► NE ••°����
COTT
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
CAPITAL &
JUMPMASTER
PROFILES
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
C-5m3

50' R/W
VARIES 6' 20' 6'
(SWALE) (SHOULDER) (SHOULDER)
10' 10'
FINISH GRADE S9.56
Ja 5'
U
a .5' CARRY BASE COURSE 6"
BEYOND SURFACE COURSE
0 8% 2% 2% r 8%
0 y
rr�////////\//\//\\//\\/���\�/.�//!\//THIS IS FOR
//'` �\ � FILL SECTION -197,,77 ...
1 3 \ri��//3 \\\/j/GEOTECHNICAL ENGINEER SHOULD BE 1 3 //\\ \
COMPACTED CONSULTED TO DETERMINE DEPTH OF ABC
SUBGRADE NEEDED TO MEET NCDOT REQUIREMENTS
OTHERWISE 8" SHALL BE USED.
6"
COMPACTED
USE 3:1 CUT SLOPES IN CUT SECTIONS SUBGRADE
CARRY BASE COURSE 6"
BEYOND SURFACE COURSE
AT LOCATIONS WITHOUT
CURB AND GUTTER
NTS
1 ROADWAY TYPICAL SECTION (WITH DITCH) 2 ASPHALT PAVEMENT
DESIGN CRITERIA
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
RYE (GRAIN) 120
SWITCHGRASS 50
SEEDING DATES:
JANUARY 1 - MAY 1
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
GERMAN MILLET 40
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE.
SEEDING DATES:
MAY 1- AUGUST 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
RYE (GRAIN) 120
SEEDING DATES:
AUGUST 15-DECEMBER30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB./ACRE OF NITROGEN IN MARCH. IF
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA
IN LATE OR EARLY MARCH.
4 TEMPORARY SEEDING SPECIFICATIONS I 1 5
LASS 1 RIP RAP
/ (SEE SECTION THRU BASIN BELOW)
\ \\\\ LASS 1 RIP RAP HEADWALL
///r�r//////lllllllllllll�/,
WASHED STONE
1'T 1' THICK X THIGH MIN.
SEDIMENT STORAGE AREA
e
PERSPECTIVE VIEW
NOT TO SCALE
FLOG
STORAGE NATURAL GROUND
ZONE 1' 2' RIP RAP HEADWALL
SEDIMENT 1'
STORAGE 1.5- - - - - - - -
FLOAT
--
1.5'
FLOL�F IPE INVERT
#57 FILTER FABRIC
MAX. SEDIMENT DEPT WASHED LASS 1 RIP -RAP CONSTRUCTION SPECIFICATIONS:
(CLEAN OUT POINT) STONE
1. CLEAR THE AREA OF ALL DEBRIS.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND
SECTION THRU BASIN, FILTER, &CULVERT PIPE THE PIPE INLET.
NOT TO SCALE 3. A 1 FOOT THICK LAYER OF NCDOT 45 OR 457 STONE SHOULD BE
MAINTENANCE: PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.
4. SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER OUTSIDE OF THE STONE HORSESHOE 18" BELOW NATURAL GRADE.
EACH SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIR 5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT DEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS, COMPACT,
STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS AND STABILIZE WITH GROUND COVER.
ACCUMULATED TO 1/2 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 NTS
THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
10 EXCAVATED INLET PROTECTION 11
SEEDING SPECIFICATIONS
SEEDING MIXTURES
SPECIES RATE (LBS./ACRE
PENSACOLA BAHIAGRASS 50
INDIAN WOODOATS 2.5
VIRGINIA WILD RYE 6
EASTERN BOTTLEBRUSH GRASS 2.5
WHEAT 30
SEEDING NOTES:
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE.
NURSE PLANTS:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1
OR AFTER AUG. 15, ADD 25 LB./ACRE RYE (GRAIN).
SEEDING DATES:
BEST POSSIBLE
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURAL
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SEEDING SPECIFICATIONS
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
LITTLE BLUESTEM 7
SWEET WOODREED 2.5
BROWNTOP MILLET 10
RICE CUTGRASS 6
SEEDING DATES:
COASTAL PLAIN: APR. - JULY
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
DRAINAGE DEVICES.
MAINTENANCE:
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.
REFERTILIZE THE FOLLOWING APR. WITH 50 LB./ACRE NITROGEN.
PERMANENT SEEDING SPECIFICATIONS
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
GROUND STABILIZATION CHART
NTS
GRAVEL ENTRANCE SHALL BE 50 FEET
IN LENGTH AND 12 FEET IN WIDTH
WITH 20 FOOT RADIUS AT EXISTING
ROADWAY
36-0" MIN 4'-0" 10'-0"
6"�
FILTER FABRIC 2-3" WASHED STONE
GRAVEL CONSTRUCTION ENTRANCE
PIPE OUTLE
WELL-DEFINED
PLAN
GRAVEL OR FABRIC
MAINTENANCE
1. INSPECT THE OUTLET PROTECTION
AFTER EACH RAINFALL BUT IN NO
CASE LESS THAN ONCE PER WEEK.
ANY STONES THAT THAT HAVE BEEN
DISLODGED SHOULD BE REPLACED
AND ANY EROSION AROUND THE
OUTLET SHOULD BE REPAIRED.
N F==
00 � o =1YER
31 TII II I�II�II
8" COMPACTED I I II GRAVEFILTEL RFABRIC
ABC SECTION A -A
NOTES
1. LA IS THE LENGTH OF THE RIPRAP 3. IN A WELL-DEFINED CHANNEL EXTEND
APRON.(SEE EC PLAN) THE APRON THE REQUIRED 4' WIDTH
OR UP TO THE TOP OF THE CHANNEL
2. D = 1.5 TIMES THE MAXIMUM BANKS, WHICHEVER IS LESS.
STONE DIAMETER BUT NOT LESS
THAN 6". 4. A FILTER FABRIC OR BLANKET SHOULD BE
INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION.
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
DIMENSION OF GRAVEL PAD
THICKNESS -6INCHES MINIMUM
WIDTH - 12 FT. MINIMUM OR FULL WIDTH AT ACCESS
POINTS OF THE VEHICULAR ENTRANCE AND EXIT
AREA, WHICHEVER IS GREATER
LENGTH- 50 FT. MINIMUM.
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND
EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES. AVOID STEEP GRADES
AND ENTRANCES AT CURVES IN PUBLIC ROADS.
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
REQUIRED FOR STAGING AND/OR BORROW AREAS AND
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
ACCEPTANCE.
MAINTENANCE
NTS
MAINTAIN THE GRAVEL PAD INBA 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.
3 TYPICAL RIP RAP APRON
NOTES:
1. INSTALL SILT FENCE PER STD. SILT FENCE DETAIL.
2. LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE BARRIER.
STEEL FENCE POST
3. PLACE RIP RAP WITH CARE. DO NOT TEAR SILT FENCE FABRIC.
WIRE FENCE
HARDWARE CLOTH -
MAINTENANCE NOTES: FILTER OF 1" DIAMETER
WASHED STONE
1. REMOVE THE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE/OUTLET. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. REMOVE &
REPLACE STONE AS NECESSARY AS IT BECOMES CLOGGED WITH
SEDIMENT.
2. 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.
TOP OF SILT FENCE
MUST BE AT LEAST 1'
SILT FENCE
ABOVE THE TOP OF
THE WASHED STONE
4' MIN.
NTS
6 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 7
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
LIMITED TO OFF -SITE BORROW OR WASTE AREAS STAGING OR
STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A
COPY OF THE AMENDED PERMIT.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR
OR THE ENGINEER.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
STABILIZED.
9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
RECEIVING OUTLET.
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
MADE IMMEDIATELY.
11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
13. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR
SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
IMMEDIATELY.
8 GENERAL EROSION AND SEDIMENT CONTROL NOTES
DRIVE STEEL POSTS 18" INTO THE GROUND ATTACH WIRE FENCE TO POSTS AND EXTEND NOTES:
MAXIMUM 8' O.C. AND EXCAVATE A 4" X 8" THE BOTTOM OF THE FENCE 8" INTO THE
TRENCH UPHILL ALONG THE LINE OF EXCAVATED TRENCH AND TURNED OUT
POSTS. 4" IN THE TRENCH. 1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND
TOP & BOTTOM STRAND SHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING.
MIN. 10 GA. WIRE
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND
STEEL POSTS STAY WIRES SHALL BE FASTENED ADEQUATELY TO THE WIRE WITH #9 WIRE
MIN. 12-1/2 GA STAPLES 1-1/2" LONG. FABRIC THAT DETERIORATES TO SUCH
WIRES EXTENT THAT ITS EFFECTIVENESS IS REDUCED SHALL BE
LINE
MIN. WIRE: GA. REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
3. STEEL POSTS SHALL BE A MIN. OF S HEIGHT AND SHALL BE
THE SELF FASTENER ANGLE STEEL TYPE.
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
-� AND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARY
REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
THE DEVICE SHALL BE MADE IMMEDIATELY.
5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO
PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
PRESSURE ON THE FENCE AS NEEDED.
STEP 1 STEP 2
5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR
ATTACH THE FILTER FABRIC TO THE WIRE FENCE, BACKFILL THE TRENCH AND COMPACT THE SOIL REPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THE
EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE FIRMLY TO ANCHOR THE BOTTOM OF THE SILT CONTRIBUTING DRAINAGE AREA IS STABLE.
TRENCH AND TURNED OUT 4" IN THE TRENCH. FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
POSTS MAX 8' O.C.
WIRE FENCE "HOG WIRE"
A FI
LTER FABRIC
X i
f::Ec?F•::5i::%:>`?'..:^:('^:4i:::::E:d �; :>.. #9 WIRE STAPLES 1-112"LONG
JJ s
....:<.:;"^!:.;......::::.>... :i;>"::':i>;::
ist?its:*::`a::::::.::::.::>::.:s">.•t.:::: :.. �. : e::::.T".^;..::.:..<:�::.:>
BOTTOM OF WIRE FENCE AND
.S
(9 FILTER FABRIC BURIED 8 IN
w EXCAVATED TRENCH &TURNED
OUT 4" IN THE TRENCH
SLOW
STEEL POST DRIVEN
24" INTO GROUND
A
STEP 3 STEP 4 SECTION A -A
MAINTENANCE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. 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. ■ T/.�
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE AFTER NTS
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
12 SILT FENCE
FRONT VIEW
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
NTS
•j!cL !Ik !1 • -• •
• •�' :n'' ••�..
•
18" MINIMUM
HEIGHT OF STONE
iILulI lLli���
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
SILT FENCE OUTLET
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
CENTER OF THE DAM IS
TO BE 9" LOWER THAN
THE EDGES (MIN)
1.5'
TO FORM A WEIR A MIN.
9" MIN.
FILTER FABRIC
CLASS A OR B EROSION
CHANNEL OR DITCH CONTROL STONE
APPLICATION A
MAINTENANCE
1. INSPECT THE CHECK DAMS AFTER EACH RAINFALL BUT IN NO
NTS
CENTER OF THE DAM IS
TO BE 9" LOWER THAN
THE EDGES (MIN)
TO FORM A WEIR
2•� '
adi . 24" MAX.
i AT CENTER
CASE LESS THAN ONCE PER WEEK FILTER FABRIC
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE SECTION A -A
TO AVOID UNDERMINING THE DAM DURING CLEANOUT.
3. CLEAN OR REPLACE THE STONE WHEN IT SHOWS SIGNS OF
CLOGGING OR OTHERWISE DOES NOT PERFORM CORRECTLY
4. WEIR SECTION MUST BE 9" LOWER THAN ABUTMENTS
5. DOWNSTREAM APRON LENGTH SHOULD BE 3 TIMES THE
HEIGHT OF THE WEIR.
9 CHECK DAM WITH WEIR
NTS
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
SITE & EROSION
CONTROL
DETAILS
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
C-6mO

BRICK SUPPORT
ON EACH SIDE
OF PIPE
STEAMER
AS SHOWN PRECAST CONCRETE CONNECTION
RECAST CONCRETE EDGE PROTECTION RING
IG TO BE EXPOSED PROTECTION RING OF ON PLANS
ROAD
d'
d a 2» a °
2 1/ 2" HOSE
.44
a . ° ° m CONNECTION I
_ a MIN'
I -I I I
—III—III—III I —III —III- ' ' • —III—III—III = III- ' '
_—ADJUSTABLE —
VALVE BOX U
6" G.V. & BACKFILL a
THREADED 6" WATER C. I. BOX 24" MIN N
•,..,�'<,,�,,�~• COUPLING LINE 36" MAX STONE Na
.-.",TAMPED BACKFILL.."­ (7 C.F. MIN.) r
VALVE NUT ONLY
m
ECHANICAL JOINT n " d N
TH GRIP RING 1—1
BRASS PIPE NIPPLE 2" DI Od. CONC.
RICK TO OR LONGER TO BRING PIPE _
BLOCKING
» SUPPORT UP TO FINISHED GRADE 4-3/4" TIE RODS WITH BRACKETS (SEE NOTE)
THREADED VALVE BOX 6" HYDRANT TEE
PIPE NIPPLE
(SEE DETAIL) WEEP HOLE TO
NOTE: REMAIN OPEN
TIE HYDRANT TO MAIN LINE 2 —0
MIN 18" CONCRETE BLOCKI
PIPE NIPPLE 2" DIA MIN. 1/3 C.Y. AT 3000 P.S.I. W/TIE RODS IN LIEW OF CONC.
BLOCKING IN SANDY SOIL.
WITH 2" THREADED PORT
NOTE: SEE TYPICAL VALVE BOX DETAIL NTS
FOR BRICK INSTALLATION
1 PERMANENT BLOW -OFF ASSEMBLY
PLAN
r---1
ELEVATION OA
24"X18" Rrr TAN(_I II Ali
V/
0
+ + + + + + + + + +
+ + + + M T �++
+ + J++
+ + + + +++ + + + + + + ++ + + + + + + +
16 3/4"
CAST IRON
ISOMETRIC
NTS
METER BOX DETAIL FOR 3/4" SERVICE
VALVE BC
EXCESS
LOOPED IN BOX
TRACER WIRE
NOTE: NO. 1
DRILL HOLE
IEIM1®
NOTE:
AT PIPE INTERSECTIONS, MULTIPLE
VALVES, RUN WIRE UP AT ONLY
ONE VALVE.
SINGLE 12 AWG SOLID CORE WIR
PLACE EMPTY VALVE BOX AT INTERVALS WHERE
VALVES DO NOT OCCUR & PLACE TRACER WIRE
IN BC"
PRECAST CONCRETE PROTECTI
,-FINISHED GRAI
BOX
P.V.C. PIPELINE
0 /1 — 11
TRACER WIRE TO BE LAID __GATE VALVE
UNDERNEATH WATER LINE
NOTES:
1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAST 6"—B" EXCESS
2. PLACE TRACER WIRE 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 NTS
BRASS SCREW TO THE VALVE BOX.
13 TYPICAL TRACER WIRE INSTALLATION
NTS
2 FIRE HYDRANT ASSEMBLY INSTALLATION
LAYI N G
CONDITIONS DESCRIPTION PROJECT USE
TYPE 1
TYPE 2
TYPE 3
TYPE 4
EXISTING AS NOTED ON PLANS
ROAD
ROAD SHOULDER
z BACKFILL AS
INDICATED
X
p �Z COQ
M
NEW WATER LINE 45° BE SERVICE LINE TO
CORPORATION METER CONNECTION
COCK—A.Y. MCDONALD OR EQUAL
SERVICE SADDLE — A.Y. MCDONALD OR EQUAL
STYLE HINGED 3891 FOR 3/4"
SERVICE SADDLE — A.Y. MCDONALD OR EQUAL
TRENCH WIDTH
PIPE O.D. + 18" FOR PIPES UNDER 33" O.D.
NOTE: PIPE O.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 IN
MAKING A COMPLETE SERVICE CONNECTION.
2. SERVICE PIPING TO BE 3/4" COPPER OR POLYETHELENE (SEE SPECS)
3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE
NTS
3 TYPICAL WATER SERVICE CONNECTION
FLAT BOTTOM UNDISTURBED NOT USED.
EARTH TRENCH, LOOSE BACKFILL
NOTES:
1. INSTALL METER AT R/W
2. "TWO (2)-3/4" SERVICE LINES MUST BE INSTALLED
INSIDE A 2 SLEEVE.
3. "TWO (2)—l" SERVICE LINES MUST BE INSTALLED
INSIDE A 3" SLEEVE."
4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE.
5. SEE DETAIL FOR SERVICE MATERIAL AND METER
SETTING
6. SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE
OF DITCHES.
NOT USED.
7. CONDUIT MUST EXTEND PAST PROPOSED SIDEWALK.
FLAT BOTTOMED UNDISTURBED EARTH
TRENCH. BACKFILL LIGHTLY
>_
CONSOLIDATED TO CENTERLINE
~
W w
OF PIPE.
wZ
11 _
O J
of
1' R/W
6'
PIPE BEDDED IN 4" MININUM ALL DUCTILE
JOB EXCAVATED MATERIAL. IRON GRAVITY
SIDEWALK
BACKFILL LIGHTLY CONSOLIDATED SEWER LINE.
TO TOP OF PIPE.
2" PVC SLEEVE W/ 3/4" CARRIER
PIPE BEDDED IN SAND, GRANULAR
MATERIAL OR GRADED GRAVEL TO
THE DEPTH OF 1 /8 PIPE DIAMETER,
4" MIN. JOB EXCAVATED MATERIAL
COMPACTED TO 4" ABOVE TOP OF PIPE.
(APPROX. 95% STANDARD PROCTOR,
AASHTO T-99)
PIPE BEDDED TO ITS CENTERLINE
+ + ++++++\/
+++++r��+
++`++++`+
�//
IN COMPACTED GRANULAR MATERIAL
++`++
�j
4" MIN. UNDER PIPE. COMPACTED
GRANULAR OR SAND MATERIAL TO
+++`+
%�\ +++++ ++++++.
%
4"ABOVE TOP OF PIPE.
(APPROX. 959 STANDARD PROCTOR,
(AO9
TYPE 5
10 TYPICAL LAYING CONDITIONS
1' FROM EDGE OF ROW o
D_
0_
i METER BOX LID, CAST IRON
STREET
ALL PVC WATER WATERMAIN
LINE AND PVC
FORCE MAIN. 12" MIN 0 SINGLE 3/4" SERVICES
R/W
METERS SHOULD BE >-
INSTALLED 3' OFF W w
PROPERTY LINE ILz
OJ
X
CL
ALL PVC GRAVITY
SEWER LINE.
NTS NTS
11 TYP. DOMESTIC WATER SERVICE DETAIL
9>
o-
w
0
U
M
3/4 Inch Gate Valve
Z Required on
Customer side
2 3 " X 18" Within 12 inches of
SERVICE LINE - B SS NIPPLE the Meter Box
FROM STREET 00
d
METER SETTER
CENTERED
P.R.V. Location down stream of the cut—off valve
IN BOX METER TO BE INSTALLED
BRICK SUPPORT
1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED METER SETTER WITH
DOUBLE CHECK VALVE
2. INCLUDE STONE IN PRICE OF METER BOX. (BACKFLOW PREVENTER)
3. METER SETTER SIZE AS NOTED ON PLANS.
4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
NTS
14 TYPICAL 3/4" METER BOX INSTALLATION
ENCASEMENT
DUCTII
TOBE STORMSEWER�
PIPE PLUS O.D. PLUS
2'-0" OR AS SHOWN
ON PLANS.
NTS
15 TYPICAL STORM SEWER CROSSING DETAIL
FINISHED GRADE
° 2„
1"� ° BACKFILL TO EDGE
n
PRECAST CONCRETE I I III —III— -IIII I
PROTECTION RING
J ~
Q Z
w
O N
N Q
VALVE BOX J
VALVE OPERATOR NUT
NTS
4 TYPICAL VALVE BOX DETAIL
NOTES:
1. CONCRETE SHALL BE 3,000 PSI MIN.
2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT
FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE
SHAPE MORE EASILY FORMED WITH THE WIDEST
PART (BLOCKING AREA) AGAINST UNDISTURBED E
3. NO CONCRETE SHALL COVER ANY BOLTS OR GLA
4. ALL PIPING AND ACCESSORIES TO BE WRAPPED
WITH 10 MIL. POLYETHYLENE PRIOR TO POURINC
BLOCKING.
5. VOLUME OF THRUST BLOCKING SHALL BE AS SHf
ON THE THRUST BLOCKING SCHEDULE.
x
d
° G
e .
6" MIN.
X MIN.1/3 C.Y. AT 3000 P.S.I.
PLAN BENDS
J" 0 OR LESS
24" MIN. — 12" 0 OR LESS
X
HYDRANT TEE
PLAN TEES
18" MIN.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
IIL;
•4 SEA
• 027
11
.• G ► NE •.�����
• •s•••••
''''' 0
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
nn
�z U) WATER
L DETAILS
000000000000
12 THRUST BLOCK DETAIL
NTS
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
C-6m
1

3 SPA. @
2-Z1,1-Z2
M �
m
Cn
H Z z j
r- C) r
r 0 r-
m :0Cn
H _
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vrn N 4-B1
m �
11-4 00 D1
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(n H1 - 8'-0"
mC H2 s'-s"-
C H3 - 3'-6"�
"H" BARS
HEET 1 OF 1
838D35
5
L 5 SPA. @ 10" PLAN
3-N1,3-N2
l l'-4"��
- 5'-4„ 6r_0r�
�~ 4-V5 @ 9" FILL FACE
2-V5 @ 9
FILL FACE B­t 2-V5 @ 1'-6" STIR. FACE
1-V5 2-G1
E
R. FACE
FIELD BEND "B" BARS AS NECESSARY
\ 3" DRAINS 6"
12" ABOVE FLOW LINE
66" I.D.
1 9„ 2-B1 1-1
\` �7 CONST. JT.
o \ ' o
--- 0-♦- -- -------a----
I 2-B2
B-J 4-T4
8'-3"
z
O
4'-6" -
FILL
F@C 612
co
co
=
FILL FACE
3 SPA. @ 12"
2-V,,2-V2,1-V3,2-V4
co
Q Q
1-V1,1-V2,
1-V3,1-V4
1-58"
STR. FACE
=
C?
Q •
Z
' - 5'
011 _ n
�I
53/a' 3 SPA. @ 2r_Orr
�6„
F-I O
Gj �O
STR. FACE
1-V2,,1-V4
1-V1,1-V2,1-V3,
1-V4
La i
a I
r
O Q � = z
12 2
N2
F•HIS
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LLJ < Q LL_
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V1
V2
V4
V4 V4 V1�
1
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N1 LL
� O J
Q ~ Q
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N2
z
CIDLL i0
-H4
O �
I Cn
.jam
-------
- -----------
w Q
-------
-- -----------
�
0
FILL FACE
FILL FACE
L5"
5„ 4 SPA. @ 11
7 SPA. @ 11"
3r_6rr
6Lr_5,r
2-N1, 3-N2
4-N1, 4-N2
WING
ELEVATION
NOTES:
ALL CONCRETE TO BE CLASS "A".
ALL REINFORCING STEEL TO BE ASTMA615-GRADE 60.
ALL REINFORCING STEEL TO BE DEFORMED BARS. WHERE
SPLICING OF REINFORCMENT IS NECESSARY, BARS ARE TO BE
LAPPED 45 DIAMETERS. ALL DIMENSIONS RELATIVE TO
REINFORCEMENT ARE TO CENTERS OF BARS.
THE FOOTING, CURTAIN WALL AND 4" OF WALL ARE TO BE
POURED IN ONE OPERATION ALLOWING NO TIME FOR INITIAL
SET TO TAKE PLACE BETWEEN THEM. THE REMAINING WALL
SHALL THEN BE POURED IN ONE OPERATION.
ALL EXPOSED CORNERS ARE TO BE CHAMFERED 1".
3" DIAMETER DRAINS TO BE PLACED IN WALL AS SHOWN
AND BE 6" ABOVE NORMAL FLOW LINE.
ALL MATERIAL AND WORKMANSHIP AS PER N.C.DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS.
4-N2 @ 9" FILL FACE
FILL FACE ELEVATION 10"
,- N 2_rrGrr 2' 10'r
z z _ 2 r,
FILL FACE 2„2"
J5 @ 9"
2 "B1" FILL FACE
21/2 " l� y o VI 5 @ j
a N c� 1 _6r, Vrr@ 12 rrVrr@ 2'-0"
co
PIPE NOT SHOWN
n 2rrB1rr 11
N"
T r_6rr- rrZrr
If N II BARS LErr T1 @ 6" I "T"
H4 - 4r 5rr -� co
HIS 3r_6rr Z1 - 3'-6 " 6" -
22 3r_6rr 7rr a 92 @
H6 1'-9" Z3 3'-9" 7rr M T" m
f I 1 1 1
"H" BARS Err_ 3_j \ Brr
HK. 6-T
"Z" BARS SECTION - BB SECTION - AA
DRIVE POSTS 24" INTO THE GROUND
MAXIMUM 4' O.C. AND EXCAVATE A 4" X 8"
TRENCH UPHILL ALONG THE LINE OF
POSTS.
STEP 1
ATTACH THE JUTE NETTING OR OTHER FABRIC
APPROVED BY THE ENGINEER TO THE STAY WIRE
AND POSTS, EXTEND THE BOTTOM OF THE FABRIC
8" INTO THE TRENCH AND TURNED OUT 4" IN THE
TRENCH OR USE 8" EROSION CONTROL MATTING
STAPLES.
STEP 3
ATTACH WIRE FENCE TO POSTS AND EXTEND
THE BOTTOM OF THE FENCE 8" INTO THE
EXCAVATED TRENCH AND TURNED OUT 4" IN
TUF T.1111u
BACKFILL THE TRENCH AND COMPACT THE SOIL
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
THE TOP OF THE FABRIC SHALL BE 6" HIGHER
THAN THE WEIR.
STEP 4
NOTES:
1. GRADE THE BASIN SUCH THAT THE BOTTOM IS LEVEL
2. INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN.
BAFFLES SHALL EXTEND THE FULL WIDTH OF THE BASIN.
3. DO NOT SPLICE THE FABRIC, USE A CONTINUOUS PIECE
ACCROSS THE BASIN OR TRAP.
4. POSTS FOR THE BAFFLES SHALL BE 4' OC.
MAINTENANCE
1. INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT IN
NO CASE LESS THAN ONCE PER WEEK AND AFTER EACH
RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT DEPOSITS WHEN THE MEASURE
REACHES HALF FULL. TAKE CARE TO AVOID DAMAGING THE
BAFFLES WHEN THE SEDIMENT IS REMOVED.
3. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN
NCDENR REPRESENTATIVE. THE ACTION WILL BE
APPROVED WHEN THE CONTRIBUTING DRAINAGE AREA IS
STABLE.
4. PLACEMENT OF BAFFLES:
INLET ZONE- 35 % OF LENGTH FROM ENTRY POINT
FIRST CELL - 25 % OF LENGTH FROM INLET ZONE
SECOND CELL - 25 % OF LENGTH FROM FIRST CELL
OUTLET ZONE - 15 % OF LENGTH FROM SECOND CELL
POSTS MAX 4' O.C.
TOP STAY WIRE OR ROPE
= JUTE NETTING OR EQUIVILENT
x BOTTOM OF FABRIC BURIED 8"
< IN EXCAVATED TRENCH &
= TURNED OUT 4" IN THE
O TRENCH, OR PINNED WITH 8"
w EROSION CONTROL MATTING
= FSTAPUES.
SLOW
STEEL POST DRIVEN
24" INTO GROUND
SECTION A -A
BOTTOM ANCHORE
POROUS BAFFLES
DRAWING NOT TO SCALE
PERSPECTIVE VIEW
BILL OF MATERIAL FOR ENDWALL
REINF. STEEL
1 - PIPE
BAR
I SIZE
I LENGTH
NO.1
WEIGHT
Z1
1 #4
1 3'-5"
8
I 18
Z2
#5
4'-1"
7
30
Z3
#5
4'-4"
1
5
I
I
I
I
N1
#4
3'.5"
6
14
N2
1 #5
1 3'-11"
13
53
V1
1 #4
1 3'-5"
4
9
V2
1 #4
4'.2"
5
14
V3
1 #4
4'-10"
3
10
V4
1 #4
5'-5"
5
1 10
VS
1 #4
6' 8"
9
40
-11"
5
30
H2
#4
7'.5"
1
5
FIG
1 #4
4'-5"
2
6
I H4
#4
V-10"
5
16
HS
1 #4
4'-1"
1
1 3
H6
1 #4
2'-2"
2
1 3
G1
#7
10'-8"
2
44
T7
1 #4
2'-6"
46
77
T4
#4
15'-0"
6
60
T5
#4
I 4'-9"
3
10
T6
#4
8'-0"
3
16
I
I 81
I #4
5'-6"
6
22
I B2
#4
7'_6rr
2
10
(REINF. STEEL LBS.
XI
505
ICONC/C.M. CU. YDS.
7.5
ICONC/R.C. CU. YDS.
7.1
J w
J U)
30
0 O
O0 Z N
W r
CD
z W` o
1- 4 r
W
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LLI
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Z
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ILL
SHEET 1 OF 1
838D35
NATURAL GROUND
MAX. SLOPE (TYP)
IN.
2.52.5
1 1�/
NATURAL GROUND z
2.5 /
11- 00
\--
COMPACTED SOIL
Ell, WHEN A GRAVEL DIVERSION BERM IS REQUIRED, THE HEIGHT
ALL BE REDUCED TO 12 INCHES AND THE TOP WIDTH TO 6",
L OTHER REQUIREMENTS SHALL REMAIN THE SAME.
TEMPORARY DIVERSION KEY NOTES:
1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS.
2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES.
3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE
FOR LESS THAN 30 DAYS.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED.
1
INFLOW
STRUCTURE
CONSTRUCTION SPECIFICATIONS
TEMPORARY DIVERSION BERM
BAFFLES
INFLOW
DEWATERING
ZONE
FILTER F
y,,' '
SKIMMER
DEWATERING
DEVICE
ON STONE
BEDDING
MIN B"
1. CLEAR, GRUB & STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO
REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.
PLACE TEMPORARY SEDIMENT CONTROLS BELOW THE BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS,
WOOD VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL
PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT.
OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING
DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER
THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE
OR TIMBER.
4. PLACE THE BARREL ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL.
PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4 INCH LAYERS AND
COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS
THE ADJACENT EMBANKMENT. PLACE A MINIMUM OF 2 FEET OF COMPACTED
BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION
EQUIPMENT.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURER'S INSTRUCTIONS
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE
FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACHED THE FLEXIBLE
JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED
PIT. ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE
BASIN.
7. INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTEND
POSSIBLE. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR
IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG
ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF
THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8
INCH STAPLES. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE
SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE
ONE PIECE. IF MULTIPLE SECTIONS AREA REQUIRED, THE UPPER SECTION
SHOULD OVERLAP THE LOWER SECTION SO THAT WATER CANNOT FLOW UNDER
THE FABRIC.
EMERGENCY
SPILLWAY
STONE BEDDING'
SEDIMENT
STORAGE ZONE
8. DISCHARGE WATER INTO THE BASIN TO PREVENT EROSION. USE TEMPORARY
SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT
LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP
EFFICIENCY.
9. CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED.
DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE
EMBANKMENT BEFORE THE AREA IS CLEARED.
10. INSTALL POROUS BAFFLES AS SPECIFIED.
11. AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN STABILIZED, REMOVE
THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO
BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
NTS
1' FREEBOARD /
\ Ir/
6" MIN. IN
VE T ELEVATION OF
�-EMERGENCY SPILLWAY
EMERGENG
SPILLWAY
SCH 40 PVC "SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC.
PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
SKIMMER
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS WEEKLY AND AFTER EACH PERIOD OF
SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE HEIGHT
OF THE FIRST BAFFLE. EXCAVATE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE
SKIMMER. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITH SEDIMENT
CONTROLS.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER
IS FLOWING UNDERNEATH OR AROUND THEM.
UNCLOGGED THE SKIMMER AS NEEDED. CHECK TO MAKE SURE ORIFICE INSIDE OF
THE SKIMMER IS NOT CLOGGED; IF SO, REMOVE THE DEBRIS. IF SKIMMER ARM OR
BARREL IS CLOGGED, REMOVE THE ORIFICE AND CLEAR THE DEBRIS.
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. MAKE ALL
NECESSARY REPAIRS IMMEDIATELY. REMOVE TRASH AND DEBRIS FROM THE
SKIMMER AND POOL AREAS.
3 TEMPORARY SKIMMER BASIN
GRASSED OR RIP RAP LINED SWALE
NOTE: THIS CROSS SECTION IS TO BE USED FOR THE
ENTIRE LENGTH OF THE SWALE.
1 SEE PLAN FOR WIDTH
E 'J
NTS
/ GRASS OR RIP RAP LINING / GROUND
1� SEE PLAN
�. SEE PLAN FOR
1� DEPTH
SEE PLAN r-
1
SEE PLAN
INLET ZONE i i� i i� 11= I I CONSTRUCTION SPECIFICATIONS:
35% OF SURFACE AREA '1�1111�I
I- 1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
MBER COMPACTED SEE PLAN OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
JRFACE AREA SUBGRADE 2. EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES
AND DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT
OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW
A FOR BULKING DURING SEEDBED PREPARATIONS AND SOD
BUILDUP.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL
SO THAT SURFACE WATER MAY ENTER THE CHANNEL
FREELY.
4. ESTABLISH GRASS IN THE CHANNEL IMMEDIATELY.
MAINTENANCE & CONSTRUCTION:
1. INSPECT THE SWALE FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS.
3. MAINTAIN PROPER CROSS SECTION UNTIL THE SWALE IS STABLE.
NTS4. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES. NTS
6 TYPICAL SWALE CROSS SECTION
1' THICK #57 FILTER STONE
NOTES:
1. USE FOR DRAINAGE AREAS NOT
EXCEEDING 5 (FIVE) ACRES.
2. EARTH BERM SHALL BE STABILIZED W/
SEEDING ACCORDING TO SPECIFICATIONS.
3.FILTER STONE TO BE A DEPTH OF
1 FOOT ON THE DAM SIDE
FILTER FABRIC
CROSS SECTION OVERFILL 6" FOR
SETTLEMENT
EMERGENCY
21" MIN BY-PASS
6' BELOW
SETT TOP
4' MIN.
5 DA
y y
1.5'
�2:1 SIDE SLOPE MAX
FILTER FABRIC EXIST. GRADE
1:1 SIDE SLOPE MAX
CLASS B RIP RAP
3' MIN.
MAINTENANCE STONE SECTION
DESIGN OF SPILLWAYS
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND
DRAINAGE AREA WEIR LENGTH
RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE
(ACRES) (FT.)
DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF GRAVEL FACING.
1 4.0
2 6.0
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OF PIPING. PERIODICALLY CHECK THE DEPTH OF THE
3 8.0
4 10.0
SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY
5 12.0
FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED
FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
DIMENSIONS SHOWN ARE MINIMUM
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING. NTS
2 TEMPORARY SEDIMENT TRAP
0
COARSE AGGREGATE
1/2 DIAMETER OF PIPE EARTH FILL COVERED BY
OR 12" WHICHEVER IS 6"
GREATER
LARGE ANGULAR ROCK
GREATER
FILTER FABRIC
;0P _
III -III
CAPACITY OF PIPE CULVERTS
TOGETHER = BANK FULL FLOW
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
COARSE AGGREGATE
p .0
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L25'
25'
STREAM CHANNEL; "!-
MINIMUM
MINIMUM
TOP OF BANK
TOP OF BANK
PLAN
1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED TO A MINIMUM.
2. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS
ADJOINING THE STEAM.
3. KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW.
4. ALIGN ROAD APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM
DISTANCE OF 30 FEET. RAISE BRIDGE ABUTMENTS AND CULVERT FILLS A MINIMUM OF 1
FOOT ABOVE THE ADJOINING APPROACH SECTIONS TO PREVENT EROSION FROM SURFACE
RUNOFF AND TO ALLOW FLOOD FLOWS TO PASS AROUND THE STRUCTURE.
5. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING PLANNED
OVERFLOW AREAS, WITH RIPRAP OR OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS
THE ALLOWABLE FOR THE IN -PLACE SOIL.
6. ENSURE THE BYPASS CHANNELS NECESSARY TO DEWATER THE CROSSING SITE ARE STABLE
BEFORE DIVERTING THE STREAM. UPON COMPLETION OF THE CROSSING, FILL, COMPACT, AND
STABILIZE THE BYPASS CHANNEL APPROPRIATELY.
7. REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED
RESTORE THE STREAM CHANNEL TO ITS ORIGINAL CROSS-SECTION, AND SMOOTH AND
APPROPRIATELY STABILIZE ALL DISTURBED AREAS.
8. ANY IN -STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON STABILIZATION OF
THE AREA.
MAINTENANCE
INSPECT TEMPORARY STREAM CROSSINGS AFTER RUNOFF -PRODUCING RAINS TO CHECK FOR
BLOCKAGE IN CHANNEL, EROSION OF ABUTMENTS, CHANNEL SCOUR, RIPRAP DISPLACEMENT,
OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO PREVENT FURTHER DAMAGE TO THE
INSTALLATION.
TEMPORARY STREAM CROSSING
PVC VENT PIPE----\.
NTS
SCH 40 PVC "SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC.
PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AN AFTER EACH SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO 1/2 HEIGHT OF THE 1ST BAFFLE. PULL THE SKIMMER TO ONE SIDE
SUCH THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE THE VEGETATION GROWING IN THE
BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
a�]lli::I�:1_lyy��yl�l:Ial_la��l_l�G1H���:a�P.[a:[�]:i::I�:1_lyy�Z.yl�'1G�1�:�6yySiPlllRelIP.U1�:a.Iy�:a�l:�_L'i�llP.Ui::I��:
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING 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 REMOVED THE DEBRIS. CHECK
THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO, REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING
WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS.
7 FAIRCLOTH SKIMMER
NTS
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
11OAR9/�����
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027
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REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
DETAILS
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
C-602

(`UAAIAICI IAICTAI I ATInKI
i
®
1�11��►15�
II �J \2p,Q
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.....
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH
APPROXIMATELY 12" (30 CM) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET
WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT
THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK
OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED
APPROXIMATELY 12" (30 CM) ACROSS THE WIDTH OF THE BLANKET.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN
APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE
PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE
ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH
AFTER STAPLING.
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON BLANKET TYPE) AND
STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS.
USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE
CHANNEL.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM)
APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE: * IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY ANCHOR THE BLANKETS.
A
NOTE:
B C CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
A. OVERLAPS AND SEAMS B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
1
MAINTENANCE:
1. INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.
3. IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS, THE BLANKET
SHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BE ���
REINSTALLED.
EROSION CONTROL BLANKET INSTALLATION
TRM INSTALLATION
-5-
2
6"
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTE0 , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
ON BLANKET TYPE.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
BLANKET WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
MAINTENANCE:
1. INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.
3. IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS, THE BLANKET
SHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BE
REINSTALLED.
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control Ian approved b the
p p Y p pp Y
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level round at least 50 feet away from storm drains
p ground, Y
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
g ,p Y g q
erosion on disturbed soils for temporary or permanent control needs.
NORTH CAROLI NA
.fr Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect (during normal Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name ofthe person performingthe inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of Stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event> 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
p NORTH CAROLINA
,Environmental Quality
_ l
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved F&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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HELDE �W GRAWASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
AZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the groun(
EFFECTIVE: 04/01 / 19
PAKI III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
M
4.00' [1.22M]
8.00' [2.44M] • •
2.00' [0.61M]
4.00' [1.22M] • •
• •
40
1.3 STAPLES PER SQ. YD.
(1.5 STAPLES PER SQ. M)
[� 4.00' [L22M]
Iu.
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
2.00' [0.61 M] 1.50' [0.46M]
3.00' [0.91 M] • •
._4• 2.00[0.61M]
2.00' [0.61 M]
4.00' [L22M]
4.00'[1.22M] 41•41
1.7 STAPLES PER SQ. YD.
(2.0 STAPLES PER SQ. M)
3.00'[0.91 M]
1.50' [0.46M]
3.00'[0.91M] ••
1.50' [0.46M]
�.61 M]
••••
�•••
••••
•
• •
4.00' [L22M]
•••
•
• • 1.00' [0.30M]
••7•2.00'
[0.61 M]
1.00' [0.30M]
3.4 STAPLES
PER SQ. YD.
3.6 STAPLES PER SQ. YD. NTS
(4.1 STAPLES PER SQ. M)
(4.3 STAPLES PER SQ. M)
2 STAPLE
PATTERN
FOR
8' ROLLS
G�
4.00' [1.22M]
• 8.00'[2.44M]
L4.00'
2.00'[0.61 M]
[L22M]
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER
SQ. M)
®
L
T�
2.00' [0.61 M]
3.00' [0.91 M] • 1.50' [0.46M]
4.00' [1.22M] •
2.00' [0.61 M]
•N
41 40 4.00' [1.22M]
40
4.00' [1.22M]
1.3 STAPLES PER SQ. YD.
1.7 STAPLES PER SQ. YD.
(1.5 STAPLES PER
SQ. M)
(2.0 STAPLES PER SQ. M)
L
1.50' [0.46M]
• 2.00' [0.61 M]
4.00' [1.22M]
•
•
3.4 STAPLES
PER SQ. YD.
(4.1 STAPLES PER SQ. M)
L
®
�
1.50' [0.46M]
•
..
1.00' [0.30M]
2.00' [0.61 M]
• •
4.00' [1.22M]
•
3.6 STAPLES PER SQ. YD.
(4.3 STAPLES
PER
SQ. M)
3 STAPLE PATTERN FOR 4' ROLLS
NTS
1
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
IICARO 4Z//i
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REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
EROSION
CONTROL
DETAILS
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
DECEMBER 18, 2019
SHEET NUMBER
NTS
4 EROSION CONTROL BLANKET INSTALLATION
� NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/191
C-6m3