SW8220711_Approved Plans_20220818

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COORDINATION NOTES: EROSION AND SEDIMENT CONTROL NOTES SITE NOTES UTILITY NOTES: �, _s.
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
1. EROSION AND SEDIMENT CONTROL(E&SC)PERMIT AND A CERTIFICATE OF COVERAGE(COC)MUST BE OBTAINED BEFORE ANY LAND DIS-�zBING 1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER AND ENGINEER PRIOR 1. EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE
2. ALL WORK IS TO BE IN ACCORDANCE WITH THE TOWN OF CALABASH, BRUNSWICK COUNTY,AND THE STATE OF NORTH CAROLINA. ACTIVITIES OCCUR.
TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, FROM PUBLIC SYSTEMS. WATER SERVICE AND SANITARY SEWER SERVICE WILL BE PROVIDED BY i
EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. BRUNSWICK COUNTY. C O
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, NUMBER IS(910)796 7215.
2. CONTACT THE DEMLR WILMINGTON REGIONAL OFFICE AT LEAST 48 HOURS PRIOR TO COMMENCING THE LAD-DISTURBING ACTIVITY.TI-= CONTACT
THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE 2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND R.O.W.'S PUBLIC OR PRIVATE, 2. ALL UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS,AND TELEPHONE SHALL BE j
PRIOR TO WORKING IN THESE AREAS.
INSTALLED UNDERGROUND. ? a.SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S), 3. PER NPDES REQUIREMENTS,A RAIN GAUGE, SELF-INSPECTIONS RECORDS, PERMIT, CERTIFICATE OF COVE-_-GE,AND S&E PLAN ARE REO.;RED TO FROM INJURY, 3. ALL WATER&SEWER UTILITIES TO BE INSTALLED PER CITY TECHNICAL SPECIFICATIONS& LL
BE MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION. IT IS RECOMMENDED THAT THESE ITEMS BE LACED IN A PERMITS BOX ,:.T-HE 3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED
4. ANY TIME WORK IS PERFORMED OFF SITE OR WITHIN AN EXISTING EASEMENT,THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID BEGINNING OR ENTRANCE OF PROJECT. AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
STANDARDS. to VI 0)
EASEMENT AS TO THE NATURE OF PROPOSED WORK,AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR Ct REFERENCED IN THE RECORDED EASEMENT. 4. THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTRO- 'EASURES AND COMPETE THE 4, ACCESS TO UTILITIES,FIRE HYDRANTS, STREET LIGHTING, ETC.,SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH 4. ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY THE TOWN N
WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO THE TOWN. C N.
FOLLOWING COMBINED SELF-INSPECTION FORM FOUND ON THE DEMLR WEBSITE: THE RESPECTIVE UTILITY. N ro CNI
5. CONTRACTOR TO COORDINATE WITH THE TOWN OF CALABASH&NCDOT FOR THE REMOVAL AND STORAGE OF ANY TRAFFIC EQUIPMENT OR HTTPS://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/EROSION-SEDIMENT-CON-R OL/FORMS.TWELVE MONTHS OF CAN NOT BE ACTIVATED ON NEW MAINS UNTIL THE ENGINEER'S
SIGNS DURING DEMOLITION, CONSTRUCTION,AND OPENING OF THIS DEVELOPMENT. COMPLETE INSPECTION FORMS SHALL BE KEPT ON-SITE AND AVAILABLE FOR INSPECTION AT ALL TIMEST IS RECOMMENDED A COPY BE KEPT IN A 5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. 5. WATER AND SEWER SERVICES o
6. CONTRACTOR TO COORDINATE WITH THE TOWN OF CALABASH&NCDOT FOR THE CLOSURE OF STREETS, SIDEWALKS, PERMITS BOX.
CERTIFICATION AND AS-BUILTS ARE RECEIVED AND"FINAL APPROVAL" ISSUED BY THE STATE OF N 0
OR DRIVEWAYS AND 6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST NORTH CA
ROLINA..
IMPLEMENTATIONS OF THE VEHICLE AND PEDESTRIAN TRAFFIC PLAN TO BE USED FOR THE DURATION OF THIS PROJECT. THE PLAN MUST 5. SELF INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMS .AT LEAST ONCE EVERY SEVEN CALENDAR ONCE A WEEK DURING CONSTRUCTION. ALL DEBRIS SHALL BE DISPOSED OF IN A LEGAL MANOR AT A PROPERLY PERMITTED Q1 0
6. IF CONTRACTOR DESIRES WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS
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INCLUDE LOCATIONS OF SIDEWALKS AND CROSSWALKS THAT WILL BE CLOSED, LOCATION OF CONSTRUCTION FENCING,AND PROTECTION DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH.ANY NEEDED REPAIK S 5-1ALL BE MADE IMMEDIATELY TO MAINTAIN LANDFILL. SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE(RPZ)BACKFLOW PREVENTION Z AREAS.
MEASURES AS DESIGNED.ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTF.;:TON DETAILS ON THIS PLAN.A RP'N GAUGE
7. A TEMPORARY DETOUR AND CLOSURE PLAN WILL NEED TO BE FILED WITH THE TOWN OF CALABASH&NCDOT FOR THE CLOSURE OF ANY SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE"CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES. DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. b.0
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PUBLIC STREETS. 6. INSTALL CONSTRUCTION ENTRANCE, CHECK AND REINSTALL SILT FENCE AND TREE PROTECTION FENCING AS SHOWN ON THE PLANS.
8. CONTRACTOR SHALL MAINTAIN AN"AS-BUILT"SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO 7. WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED,THE PIPES ARE TO BE MARKED WITH3 _
GENERAL NOTES: 7. CLEARING AND GRUBBING WILL ONLY BE PERFORMED TO THE EXTENT TO INSTALL ESC MEASURES GRADING MAY COMMENCE AFTER MEASURES CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE NO. 10 INSULATED COPPER WIRE INSTALLED AND STRAPPED TO THE PIPES WITH DUCT TAPE.
TRANSMITTAL LETTER TO THE ENGINEER.
THE INSULATED WIRE IS TO BE STRIPPED TO BARE WIRE AND SECURED TO ALL VALVES AND
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ARE INSTALLED. CLEARING AND GRUBBING WILL ONLY BE PERFORMED TO THE EXTENT TO INSTALL EROSION &SEDIMENT CONTROL MEASURES. FITTINGS. THIS WIRE IS TO BE ACCESSIBLE IN ALL VALVE AND METER BOXES TO AID IN FUTURE
1. THE BOUNDARY,TOPOGRAPHY AND UTILITIES SURVEY HAVE BEEN PROVIDED BY WITHERSVAVENEL, SEALED BY OWEN D.GIDLOW, 9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF LOCATION OF FACILITIES.
NO L-4356.THE VERTICAL DATUM FOR THE GROUND SURVEY FOR THIS PROJECT IS NAVD 88. CONTRACTOR TO 8. CLEAR AND REMOVE FROM SITE ALL NOTED STRUCTURES, PAVEMENT,TREES, ROOTS, ROOT MAT,ETC. FROM THE AREA WITHIN DESIGNATED
SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER AND ENGINEER FOR REVIEW, NO DEPARTURES lai -o
VERIFY ALL ELEVATIONS IN THE FIELD. CLEARING LIMITS.
FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER AND ENGINEER. 8. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OR EXISTING UTILITIESce
2. PER USACE JURISDICTIONAL DETERMINATION(AID: SAW-2021-01209) ISSUED JANUARY 5,2022,THERE ARE NO JURISDICTIONAL WE 9. INSTALL NOTED EROSION CONTROL DEVICES INCLUDING SEDIMENT BASINS AND TEMPORARY DIVERSION DITCHES. DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OR NM o
WETLANDS 10.ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR SHALL BE WORKMANSHIP FOUND IN THE ORIGINAL ITEM.
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OR SURFACE WATERS WITHIN THE PROJECT BOUNDARY. RESPONSIBLE FOR PERMIT FEES. FIRE & LIFE SAFETY NOTES: N
10. GRADE SITE AND INSTALL UTILITIES AS SHOWN ON PLANS. INSTALL INLET PROTECTION AT ALL STORM DRAIN INLETS AND RIP RAP OUT OUTLETS AS
SHOWN ON PLANS. ALL TRENCHES SHALL BE BACKFILLED AND STABILIZED DAILY.3. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE TOWN OF CALABASH ZONING ORDINANCE AND SUBDIVISION REGULATIONS. 11.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY,AND LOCAL CODES. 1. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT(3')
12. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC. Q
11. DIRECT RUNOFF FROM ROADWAY INTO STORM DRAINAGE SYSTEM. REMOVE TEMPORARY DIVERSION DITCHES AS NEEDED FOR SITE T Z
4. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL CONSTRUCTION. AFTER DITCH REMOVAL, CONTRACTOR SHALL VERIFY STORM WATER IS ROUTED THROUGH A BASIN OR SILT FENCE PRICR TO BE LOCATED WITHIN 8'OF THE CURB.
EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY LEAVING SITE. 13.ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. HYDRANTS MUSTI O
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE
EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE 12. PLANT GRASS OVER ALL GRADED AREAS AS NOTED IN STABILIZATION NOTES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING LOSS OF 14.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC.,THAT MAY BE 3. A MINIMUM OF 5'SHALL SEPARATE UNDERGROUND FIRE LINES OR PRIVATE WATER MAINS FROM Ct
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REQUIRED. OTHER UNDERGROUND UTILITIES. U
UTILITY REVENUES, CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES,SUCH AS POLES, CONDUITS, FIBER 13. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT CCI
OPTIC CABLES,TELEPHONE CABLES,WATER LINES, ETC. LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES.
4. NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF THE BUILDING(S). Q I
15.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE
5. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH 14. WHEN DEWATERING THE TEMPORARY BASINS, SEDIMENT FILTER BAGS SHALL BE USED AS SHOWN ON THE PLAN. SEDIMENT BAGS TO BE PROJECT AS SET FORTH IN THESE PLANS. 5. CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL J O
REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. CONTRACTOR SHALL PLAN AND CONTINUOUSLY MONITORED DURING OPERATION. TIMES DURING CONSTRUCTION. Q Z
CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. V
15. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY SEEDING NON-WETLAND AREAS 6. TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET INTERSECTION WHEN
6. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE ENGINEER. A. TEMPORARY NON-WETLAND SEEDING CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE BY VEHICLES. H'
SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.CONSTRUCTION SIGNING SHALL BE IN 16. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL APPROVAL BY THE TOWN OF SHALLOTTE AND THE 1. SEEDING SCHEDULE 7. HYDRANT MUST BE WITHIN 150'OF THE FDC(MEASURED AS THE TRUCK DRIVES FOR PRACTICAL
ACCORDANCE WITH THE LATEST EDITION OF"CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM STATE OF NORTH CAROLINA. USE). LLI
TRAFFIC CONTROL DEVICES"BY THE DOT. TEMPORARY SEEDING OF NON-WETLAND AREAS
17. PERIMETER MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED.AFTER SITE IS PERMANENTLY 8. FDC MUST BE WITHIN 40'OF FIRE APPARATUS PLACEMENT. t=
7. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF STABILIZED, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE DATES SEED MIXTURE SPECIES APPLICATION RATE (LB/ACRE)
THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF SITE IN A LEGAL MANOR. BEEN REMOVED AND GROUND COVER IS NOT ADEQUATE. SEDIMENT BASINS MAY NOT BE REMOVED OR CONVERTED TO PERMANENT BMPS UNTIL 9. ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED DUE TO W CC)
ALL UPLAND AREAS ARE PERMANENTLY STABILIZED. RYE GRAIN 120 ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT. (f
8. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. 18. WHEN THE PROJECT IS COMPLETE,THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THEE&SC PLAN. JAN 1 - MAY 1 11Q
SWITCHGRASS 50 LANE & SHOULDER CLOSURE REQUIREMENTS:
9. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE MAINTENANCE PLAN MAY 1 - AUG 15 GERMAN MILLET 40 Q O
1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING 1. REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND z
DIGGING. THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED,OR AS DIRECTED BY THE LLJ
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERYONE INCH RAINFALL. ANY NEEDED REPAIRS WILL BE AUG 15 - DEC 30 RYE GRAIN 120
10. CONTRACTOR SHALL REMOVE ASPHALT,AGGREGATE BASE COURSE,AND CONCRETE CURB&GUTTER WITHIN LIMITS OF DEMOLITION AS MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. ENGINEER. I O
SHOWN ON PLAN. 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF#4 2. SOIL AMENDMENTS 2. WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN OPEN TRAVEL LANE, f-
11. A PORTION OF THIS PROPERTY IS IN A FLOOD HAZARD AREA AS EVIDENCED ON FLOOD MAPS#3720102500K AND#3720103500K, EFFECTIVE STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. a. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO. 1101.04 UNLESS
AUG.28,2018. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. LB/ACRE 10-10-10 FERTILIZER. THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR AN LAND CLOSURE IS INSTALLED.
DEMOLITION NOTES: 3, SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE 3. MULCH 3. WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 a. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN
FOOT STAKE SPACING. DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING SERVICE CONNECTIONS WHEN PROTECTED BY BARRIER OR GUARDRAIL.
NECESSARY. 4. SEDIMENT WILL BE REMOVED FROM BASINS WHEN THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES 4. MAINTENANCE (f')
WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE,TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. AND SUMMER 4. WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN
SEDIMENT WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. a. WINTER, EARLY SPRING, LLJ
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL DEMOLITION WORK DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL
1) REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED I-
REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED 5. INLET PROTECTION DEVICES SHALL BE INSPECTED AFTER EVERY RAINFALL EVENT. DAMAGED SILT FENCE SHALL BE REPLACED AND GRAVEL EROSION OR OTHER DAMAGE. BY BARRIER OR GUARDRAIL.
EXCAVATION. SHALL BE CLEANED OR REPLACED WHEN INLET NO LONGER DRAINS PROPERLY.
b. FALL
ILANEOFTRAVELOF AN UNDIVIDED
6. ALL SEEDED AREAS WILL BE FERTILIZED RESEEDED AS NECESSARY,AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO 5. WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A Z
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFStTE DISPOSAL OF CONCRETE PADS, � 1) REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT
CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS,AND STRUCTURES;ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MAINTAIN A VIGOROUS,DENSE VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 7-14 CALENDAR DAYS. ALL OTHER AREAS WILL BE IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15 OVERSEED WITH 50 LB/ACRE KOBE LESPEDEZA IN OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO THE TRAFFIC CONTROL PLANS, ROADWAYHim
STABILIZED WITHIN 15 WORKING DAYS. STANDARD DRAWINGS OR AS DIRECTED BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL
MATERIALS CLEARED AND STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE INSTALLATION OF THE LATE FEBRUARY OR EARLY MARCH. PERSONNEL AND/OR EQUIPMENT REMAIN WITH THE CLOSED TRAVEL LANE. U
NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND AS SHOWN ON THESE PLANS. 7. SEDIMENT WILL BE REMOVED FROM AROUND TEMPORARY ROCK CHECK DAMS ONCE A WEEK AND AFTER EVERY RAIN EVENT. 5. TEMPORARY SEEDING MUST BE FOLLOWED UP WITH PERMANENT SEEDING AS SOON A PRACTICAL. U.J
6. DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN TRAVELWAY, RAMP OR -'
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. B. PERMANENT NON-WETLAND SEEDING LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED WITH GUARDRAIL OR BARRIER. O
DAMAGE TO PROPERTIES OF OTHERS DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO
COST TO OWNER. 1. SEED ALL DISTURBED AREAS OF CONSTRUCTION. TRAFFIC NOTES:
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2. NO SEEDING SHOULD BE UNDERTAKEN IN WINDY OR UNFAVORABLE WEATHER, WHEN THE GROUND IS TOO WET TO RAKE
5. ELECTRIC,TELEPHONE, SANITARY SEWER,WATER AND STORM SEWER UTILITIES THAT SERVICE OFF-SITE PROPERTIES SHALL BE EASILY,WHEN IT IS IN A FROZEN CONDITION, OR TOO DRY. 1. ALL PAVEMENT MARKINGS IN PUBLIC RIGHT-OF-WAYS AND FOR DRIVEWAYS ARE TO BE
MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE CONTRACTOR. THERMOPLASTIC AND MEET CITY AND/OR DOT STANDARDS.
STABILIZATION NOTES 3. THE SUBGRADE OF ALL AREAS TO BE SEEDED SHALL BE RAKED AND ALL RUBBISH, STICKS, ROOTS, AND STONES LARGER
6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION. 1. SLOPES LEFT EXPOSED WILL,WITHIN 7 14 CALENDAR DAYS OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND THAN 2 INCHES SHALL BE REMOVED. 2. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD
COVER,DEVICES, OR STRUCTURES TO RESTRAIN EROSION. 4. THE SUBGRADE SHALL BE SCARIFIED OR OTHERWISE LOOSENED TO A MINIMUM DEPTH OF 4 INCHES. (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES)STANDARDS.
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL FROM THE PROPERTY AND 2. ALL OTHER DISTURBED AREAS SHALL BE PLANTED OR OTHERWISE PROVIDED PERMANENT GROUND COVER WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT WHICHEVER PERIOD IS SHORTER. 5. APPLY GROUND AGRICULTURAL LIMESTONE AT A RATE OF 3,000-4,000 LB/ACRE. 3. STREET NAME SIGNS FOR PUBLIC AND PRIVATE STREETS MUST BE ERECTED BEFORE A
PROPER DISPOSAL. BUILDING WASTES HANDLINGCERTIFICATE OF OCCUPANCY IS ISSUED. Job No.
6. APPLY 10 10 10 FERTILIZER AT A RATE OF 1,000 LB/ACRE. FERTILIZER SHALL BE UNIFORMLY SPREAD AND DISKED OR 03210870.10
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES INCLUDING CABLE,GAS, 1. NO LIQUID WASTES OR PARTS THEREOF SHALL BE DISCHARGED INTO STREAM OR STORM DRAINS. ROTO_TILLED TO A DEPTH OF AT LEAST 4 INCHES. Date Drawn By
2. DEDICATED AREAS FOR DEMOLITION,CONSTRUCTION AND OTHER WASTES MUST BE LOCATED 50'FROM STORM DRAINS AND STREAMS UNLESS NO 4. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY ARE TO BE MAINTAINED 09/28/2021 TMG
TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES. REASONABLE ALTERNATIVES AVAILABLE. 7. PERMANENT SEEDING BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD STANDARDS.
Checked By Designer
a) 3. EARTHEN-MATERIALS STOCKPILES MUST BE LOCATED 50'FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. a. IMMEDIATELY FOLLOWING THIS PREPARATION, PERMANENT SEED SHALL BE UNIFORMLY APPLIED AND LIGHTLY RAKED INTO JSB TMG
i. 9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE DEMOLISHED. 4. CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS,WETLANDS, OR BUFFERS. THE SURFACE. LIGHTLY ROLL THE SURFACE AND WATER WITH FINE SPRAY. PERMANENT SEED SHALL BE APPLIED AT THE 5. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE
FOLLOWING RATES: WHITE. °pp000000000°00
10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS AS WELL AS OSHA °°°°�(0'` GA RO°°°
REGULATIONS. INSPECTIONS 6. CONTACT THE TOWN&NCDOT TO ENSURE THAT ALL TRAFFIC SIGNAL FACILITIES AND °°O�°°�FSj�°°-02�00
" 1. INSPECT RAIN GAUGE&INSPECTIONS AFTER 1" RAIN EVENT. PERMANENT SEEDING OF NON-WETLAND AREAS o 2° �/
EQUIPMENT ARE SHOWN ON THE PLAN. g o Q� "9 o g
11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE CONTRACTOR MUST 2, INSPECTIONS ARE ONLY REQUIRED DURING"NORMAL BUSINESS HOURS". o S SEAL 0 0
DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND. 3. INSPECTION REPORTS MUST BE AVAILABLE ON SITE DURING BUSINESS HOURS UNLESS A SITE SPECIFIC EXEMPTION IS APPROVED. DATES SEED MIXTURE SPECIES APPLICATION RATE (LB/ACRE) 7. CONTACT THE DOT AT A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT OF 0 0 39113 o g
4. RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST. APR 15 - JUN 30 BERMUDA GRASS 25 WAY.
°°°°<�GINEF'�°°°O
3 EXISTING UTILITY NOTES:8. 5. ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS. oo�°s�9°G,Q°°°°°°°°°°°°°°-1 °°
MAY 1 - SEP 1 SWITCHGRASS 40 8. TACTILE WARNING MATS TO BE INSTALLED AT ALL WHEELCHAIR RAMPS. °O° FPH S.B�°°°8/1/2022
w 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND °p°0°°°°°°p0°°
NPDES-SPECIFIC PLAN SHEETS NOTES Mt-12/A' �°jb�
PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING. 9. IT SHALL BE THE RESPONSIBILITY OF THE SUBDIVIDER TO ERECT OFFICIAL STREET NAME SIGNS
1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT NCG010000. SEP 1 - APR 1 TALL FESCUE 120 AT ALL INTERSECTIONS ASSOCIATED WITH THE SUBDIVISION IN ACCORDANCE WITH THE CITY Revisions
2. THIS PAGE CAN BE APPROVED BY THE COUNTY PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCG010000 ONLY.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND ARE BASED ON A FIELD SURVEY AND THE SEP 1 - MAY 1 BIG BLUESTEM 80 AND DOT.THE SUBDIVIDER MAY ACQUIRE AND ERECT OFFICIAL STREET NAME SIGNS OR MAY PER NCDEQ EC&SW
BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED 3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE ELUSIVELY PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCG010000. CHOOSE TO CONTRACT WITH THE CITY TO INSTALL THE STREET SIGNS AND THE SUDIVIDER 1 COMMENTS 07/13/22
CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE AND ENGINEER IMMEDIATELY. 4. THE COUNTY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT NOT PART OF THE APPROVED PLANS FOR THE PURPOSED OF SHALL PAY THE COST OF SUCH INSTALLATION. PROPOSED STREET NAMES MUST BE APPROVED
ENFORCEMENT ACTION UNDER THE COUNTY CODE, b. THE BEST SEEDING DATES ARE BETWEEN SEPTEMBER 1 THROUGH SEPTEMBER 30 AND FEBRUARY 15 THROUGH MARCH 20. PRIOR TO INSTALLATION OF STREET NAME SIGNS.
NOTICE REQUIRED: c. POSSIBLE SEEDING DATES ARE BETWEEN SEPTEMBER 1 THROUGH OCTOBER 31 AND FEBRUARY 15 THROUGH APRIL 30.
GROUND STABILIZATION CHART 10. ONCE STREETS ARE READY TO BE OPEN TO PUBLIC TRAFFIC, CONTACT THE TOWN TO REQUEST
N d. BETWEEN APRIL 15 AND AUGUST 15,ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE OF SUDANGRASS. INSTALLATION OF TRAFFIC AND STREET NAME SIGNS. PROPOSED STREET NAMES MUST BE
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY THE CONTRACTOR PRIOR TO THE BEGINNING OF ANY SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS e. PRIOR TO MAY 1 OR AFTER AUGUST 15 ADD 25 LBIACRE RYE(GRAIN). APPROVED PRIOR TO INSTALLATION OF STREET NAME SIGNS.
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. .
9 CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT DIKES, SWALES,DITCHES,AND SLOPES 7 DAYS NONE 8. APPLY MULCH AT A RATE OF 4,000 LB/ACRE.
11. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING WITH BE
LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION. 9. APPLY TACKIFIER AT A RATE OF 10 GAL/1,000FT2. REPLACED.
E HIGH QUALITY WATER(HQW)ZONES 7 DAYS NONE
°, GRADING NOTES: 10, THE CONTRACTOR SHALL KEEP ALL SEEDED AREAS WATERED AND IN GOOD CONDITION. RESEEDING SHALL BE DONE IF AND 12. PERMITTING OF BUSINESS IDENTIFICATION SIGNAGE IS A SEPARATE PROCESS. THE GENERAL
IF SLOPES ARE 10'OR LESS IN LENGTH AND ARE NOT WHEN NECESSARY UNTIL A GOOD,HEALTHY, UNIFORM GROWTH IS ESTABLISHED OVER THE ENTIRE AREA SEEDED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SIGN APPLICATION, FEES,AND THE
1. EROSION CONTROL PERMIT IS REQUIRED PRIOR TO CLEARING AND LAND DISTURBANCE. SLOPES STEEPER THAN 3:1 7 DAYS STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. 11. ON SLOPES, THE CONTRACTOR SHALL PROVIDE AGAINST WASHOUTS BY AN APPROVED METHOD. ANY WASHOUT THAT INSTALLATION INCLUDING ALL APPURTANCES ASSOCIATED WITH THE SIGN.
2. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND OCCURS SHALL BE REGRADED AND RESEEDED AT THE CONTRACTOR'S EXPENSE UNTIL GOOD SOD IS ESTABLISHED. 13. INSTALL REFLECTORS PER CITY AND DOT STANDARDS.
APPROVED. SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH. Sheet No.
3. PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. LAND CLEARING AND CONSTRUCTION ALL OTHER AREAS WITH SLOPES CO01
CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS. FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
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OVERLAP
LEGEND o I ZONED CALABASH-PUD DEED BOOK 136 PAGE 539 - a N PER NCDEQ EC&SW
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MAP CABINET 76 PAGE 96 z o m COMMENTS
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