NCC221375_Site Plan or Location Map_20220413

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GENERAL NOTES AND SITE DATA
1. BOUNDARYAND WETLANDS INFORMATION IS AS PROVIDED ON THE "BOUNDARY MAP -A PORTION
OF CRAVEN TRACT 32 - WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY" AS PREPARED
BY DAVID L. JONES, JR. PLS (#L-3672), DATED DECEMBER 18, 2008, AND AS RECORDED IN PLAT
CABINET I, SLIDE 70-H OF THE CRAVEN COUNTY REGISTRY.
2. DEED REFERENCE: DB 3404, PG 657.
3. PARCEL ID# 7-106-001.
4. SITE ZONING IS R-8.
5. CURRENT PROPERTY ADDRESS IS NOT YET ASSIGNED. ADDRESSES ARE TO BE ASSIGNED BY THE
CI TY OF NEW BERN.
6. TOTAL PROJECT ACREAGE IN ATLAS VALLEYAND OLYMPIC HARBOUR IS 156.71 AC ±.
7. TOTAL DISTURBED ACREAGE IS ROUNDED UP TO 126 AC, TO BE COMPLETED IN PHASES AS
SHOWN ON THE PLANS.
8. SITE ENTRANCE COORDINATES ARE LAT 35.007913° N, LONG-77.050757°W.
9. THE EXISTING SITE IS A COMBINATION OF PREVIOUSLY LOGGED PROPERTYAND WOODED
PROPERTY.
10. ANYAERIAL IMAGES PROVIDED ARE FOR ILLUSTRATIVE AND CONCEPTUAL PURPOSES ONLYAND
MAY OR MAY NOT ACCURATELY REFLECT CURRENT FIELD CONDITIONS.
11. ELEVATIONS ARE BASED ON NAVD 88.
12. EXISTING CONTOUR INTERVALS SHOWN ARE AT TWO FOOT.
13. PROPOSED FUTURE PROJECT IS HIGH DENSITY, WITH MORE THAN 24% COVER, AND PROPOSED
WET DETENTION BASIN STORMWATER CONTROL MEASURES.
14. ALL COMMON AREAS AS SHOWN ARE TO BE DEDICATED TO THE PROPERTY OWNER'S
ASSOCIATION.
15. PORTIONS OF THIS PROJECT SCALE WITHIN ZONE W" AND ZONE "AE"AS PER FLOOD INSURANCE
RATE MAP 3720549600J, ALL DATED JULY 02, 2004 AS ESTABLISHED BY FEMA. THIS REPORT IN NO
WAY SUPERCEDES THE ABOVE MENTIONED FIRM.
16. BASE FLOOD ELEVATION DOWNSTREAM OF THIS SITE IS 8.0'. BUILT UPON AREAS OF THIS
PROJECT DO NOT FALL WITHIN THE 100-YR FLOODPLAIN.
17. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL CONCERN.
18. THIS SITE IS IN THE NEUSE RIVER BASIN.
19. RECEIVING STREAM FOR THIS PROJECT IS BRICES CREEK.
20. BLUE -LINE STREAMS AND THEIR ASSOCIATED BUFFERS ARE PRESENT ON THIS SITE AND ARE AS
SHOWN AS PER ON -SITE DETERMINATION DWR#16-0325. BLUE -LINE STREAMS AND BUFFERS WILL
NOT BE IMPACTED AS A PART OF THIS WORK.
21. SECTION 404 WETLANDS EXIST ON THIS TRACT AS SHOWN. THESE WETLANDS WILL NOT BE
IMPACTED AS A PART OF THIS PROJECT.
22. THE TOTAL WETLANDS ACREAGE IN ATLAS VALLEY AND OLYMBIC HARBOUR IS 21.81 AC ±.
23. PROPOSED WATER SERVICE OWNER IS THE CITY OF NEW BERN.
24. PROPOSED SEWER SERVICE OWNER IS THE CITY OF NEW BERN.
25. REFUSE SERVICE TO BE PROVIDED BY THE CITY OF NEW BERN (INDIVIDUAL CONTAINERS).
26. ELECTRICAL TO BE DESIGNED AND PROVIDED BY THE CITY OF NEW BERN.
27. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC. UTILITIES SHALL BE BY OTHERS. AL
UTILITIES TO BE LOCATED UNDERGROUND.
28. PROPOSED GRADING AND TOPOGRAPHY TO BE SHOWN ON FULL CONSTRUCTION PLAN AND
PROFILE DRAWINGS.
EROSION CONTROL PROVISIONS
1. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE NC DEPARTA
ENVIRONMENTAL, MINERAL, AND LAND RESOURCES AND THE ENGINEER OF THE DATE THAT TI
ACTIVITY WILL BEGIN.
2. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CO
PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE ENG
3. SCHEDULING OF A PRE -CONSTRUCTION CONFERENCE WITH THE ENGINEER AND EROSION CO
REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES. 72 HOUR NOTICE IS REQUIRED.
4. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO R!
FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION OF ANY PHASE OF GRADING ON P
AND SLOPES STEEPER THAN 3:1. ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 DAYS.
5. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES Oh
AND AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP ALL EROSION CONTROL DEVICES I
ORDER MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP TO $5000.00 PER DAY OI
6. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURE
OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE.
7. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH
WATER QUALITY LAWS, REGULATION AND RULES. IN ADDITION LOCAL CITYAND COUNTY ORDI
MAYALSO APPLY TO THIS LAND DISTURBING ACTIVITY.
8. PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG W.
THE NEUSE AND TAR RIVER BASINS. THESE RULES ARE ENFORCED BY THE DIVISION OF WATE
EROSION CONTROL GENERAL NOTES
CLEARING & GRUBBING for
ATLAS VALLEY& OLYMPIC HARBOUR
at BLUEWATER RISE
"A PLANNED UNIT DEVELOPMENT„
NEW BERN - CRAVEN COUNTY - NORTH CAROLINA
1. LIMITS OF DISTURBANCE ARE LIMITED TO ONE PHASE OF CLEARING & GRUBBING AT A TIME AS PROVIDED HEREIN. CONTRACTOR SHALL REFER TO THE CLEARING PHASING PLAN
FOR GUIDANCE ON MINIMIZING OPEN AREAS.
2. IN THE EVENT OFA CONFLICT BETWEEN THE REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL ACT, THE SUBMITTED PLAN AND/OR THE CONTRACT SPECIFICATIONS,
THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL.
3. THE LAND -DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
4. THE LATEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED DURING PERIODIC UNANNOUNCED INSPECTIONS TO DETERMINE COMPLIANCE AND A COPY
OF THE PLAN MUST BE ON FILE AT THE JOB SITE. IF IT IS DETERMINED THAT THE IMPLEMENTED PLAN IS INADEQUATE, THE ENGINEER MAY REQUIRE THE INSTALLATION OF
ADDITIONAL MEASURES AND/OR THAT THE PLAN BE REVISED TO COMPLY WITH STATE LAW.
5. IN ORDER TO COMPLY WITH THE INTENT OF THE ACT THE SCHEDULING OF THE LAND -DISTURBING ACTIVITIES IS TO BE SUCH THAT BOTH THE AREA OF EXPOSURE AND THE
TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OF A GROUND COVER IS MINIMIZED.
6. UNLESS A TEMPORARY, MANUFACTURED, LINING MATERIAL HAS BEEN SPECIFIED, A CLEAN STRAW MULCH MUST BE APPLIED, AT A MINIMUM RATE OF 2 TONS/ACRE, TO ALL
SEEDED AREAS. THE MULCH MUST COVER AT LEAST 75/0_ OF THE SEEDED AREA AFTER IT IS EITHER TACKED WITH AN ACCEPTABLE TACKING MATERIAL OR CRIMPED IN PLACE.
7. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER AND MUST BE PROVIDED WITH A GROUND COVER
SUFFICIENT TO RESTRAIN EROSION WITHIN A MAXIMUM OF 7 CALENDAR DAYS OF COMPLETION OF ANY PHASE (ROUGH OR FINAL) OF GRADING (ANNUAL RYE GRASS IS NOT IN
THE APPROVED SEEDING SPECIFICATIONS NOR IS IT AN ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF A TEMPORARY GROUND COVER).
8. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH SILT FENCE, STONE CHECK DAM, OR ABC FILTER AS APPROPRIATE FOR SITE
CONDITIONS.
9. PROVIDE SEEDING IN ACCORDANCE WITH THE SEEDING SCHEDULE.
10. SILT FENCE LOCATIONS ARE SHOWN BASED ON PROPOSED GRADING CONDITIONS DEPICTED IN DESIGN FILES BY OTHERS). IF FIELD CONDITIONS INDICATE DIFFERENT LOT
GRADING, SILT FENCE SHALL BE PLACED ON THE LOT PER THE TYPICAL LOT DRAINAGE DETAILS ON SHEET 3 WITH SILT FENCE OUTLETS INSTALLED AT THE LOW POINT/S IN THE
SILT FENCE ROW. ADJUST SILT FENCE LOCATION IN FIELD AS REQUIRED TO PREVENT SEDIMENT FROM LEAVING PROPOSED BUILDING LOTS
11. CONSTRUCTION ENTRANCES SHALL BE FIELD LOCATED APPROXIMATELYAS SHOWN ON THE PLAN WITH MINOR FIELD ADJUSTMENTS AS NECESSARY. REFER TO DETAILS FOR
FOR TEMPORARY CONSTRUCTION ENTRANCE INSTALLATION AND MAINTENANCE DETAILS. CONSTRUCTION ENTRANCES ARE TO BE MAINTAINED DAILY.
12. CONCRETE WASHOUTS SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH EROSION CONTROL NOTES AND DETAILS; FIELD LOCATE INACCESSIBLE LOCATION
COORDINATED WITH APPROVING AUTHORITY, AWAY FROM STORM DRAINAGE INLETS AND SURFACE WATERS.
13. DISTURBED AREA TOTAL IS ROUNDED UP TO 126ACRES.
LEGEND
Project Boundaries Temporary Construction Entrance
- R1111 - Right of Way Lines - Temporary Silt Fence & Limits of Disturbance
Existing Contour Lines ® Temporary Check Dam
404 Wetlands ® Temporary Coir Fiber Wattle w/ PAM
Blue -Line Stream Buffers Silt Fence w/ Wattle Outlet
T Temporary Diversion Ditch
Temporary Coir Fiber Baffle
® Temporary Sediment Skimmer Basin
®ST Temporary Sediment Trap
BLUEWATER RISE
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DEMOLITION NOTES
1. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE -CALL CENTER (NC 811) BY DIALING 811 OR 1-800-632-4949 AT LEAST 48 HOURS IN ADVANCE OF ANY LAND DISTURBING
ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING.
2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK.
3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL EQUIPMENT
AND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS.
4. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL, ELECTRICAL AND MISCELLANEOUS
STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION
WORK FOR THIS PROJECT. IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY.
5. ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL
AND STATE CODES AND PERMIT REQUIREMENTS.
6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL AUTHORITIES. ALL BURN
PERMITS SHALL THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN.
7. NO OPEN BURNING OF CLEARED DEBRIS SHALL OCCUR WITHIN 500 FEET OF AN OCCUPIED RESIDENCE.
8. ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE REMOVED BYA LICENSED HAZARDOUS MATERIALS CONTRACTOR. CONTRACTOR SHALL NOTIFY OWNER
IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED.
9. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS, AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL
HAVE DISTURBED ITEMS RESET BYA LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
10. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND UTILITIES.
11. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NCDOT STANDARDS, AND AS REQUIRED BY LOCAL AGENCIES WHEN
WORKING IN AND/OR ALONG STREETS, ROADS, HIGHWAYS, ETC. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL AND COORDINATE WITH THE LOCAL
AND/OR STATE AGENCIES REGARDING THE NEED, EXTENT, AND LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES.
12. CONTRACTOR SHALL PROTECT ATALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION ACTIVITIES.
13. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE.
14. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED.
SCHEDULE OF DRAWINGS PROJECT REVISIONS
NO. DESCRIPTION BY DATE
SHEET NAME
1 COVER & VICINITY
2 CLEARING & GRUBBING PLAN
3-4 EROSION CONTROL DETAIL
OWNER / DEVELOPER
A. SYDES CONSTRUCTION, INC.
100 CAROLINA PLANTATIONS BLVD.
JACKSONVILLE, NC 28546
CONSULTING ENGINEER / SURVEYOR
THOMAS ENGINEERING, P.A.
P.O. BOX 1309 - 1316-B COMMERCE DRIVE
NEW BERN, NORTH CAROLINA 28563
OFFICE: 252.637.2727 FAX:[phone]
COPYRIGHT © 2022 BY THOMAS ENGINEERING, P.A.
ALL RIGHTS RESERVED. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND AS SUCH REMAIN
THE PROPERTY OF THOMAS ENGINEERING, P.A.
NEITHER THIS DOCUMENT NOR ANY PART OF THIS
DOCUMENT MAY BE REUSED, REPRODUCED OR
TRANSMITTED IN ANY FORM OR BY ANY MEANS,
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
LIMITED TO PHOTOCOPYING, MICROFILMING AND
RECORDING, OR BYANY INFORMATION STORAGE
AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN
WRITING FROM THOMAS ENGINEERING, P.A.
GENERAL CONTRACTOR REQUIREMENTS
1. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF APPROVED DRAWINGS OF
THE WORK SITE ATALL TIMES THAT THE CONTRACTOR IS PERFORMING WORK.
2. THE CONTRACTOR SHALL VERIFY THATALL NECESSARY PERMITS FOR
CONSTRUCTION HAVE BEEN OBTAINED PRIOR TO THE START OF CONSTRUCTION.
3. WITHIN ALL NOTES PROVIDED IN THE PLANS, THE TERM 'CONTRACTOR' SHALL MEAN
THE GENERAL CONTRACTOR AND ANY SUBCONTRACTOR, VENDOR, OR SUPPLIER
PERFORMING CONSTRUCTION ON THE SITE.
4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OFANY
DISCREPANCIES ON THE DRAWINGS OR IN THE FIELD, EITHER PRIOR TO BEGINNING
WORK OR DURING CONSTRUCTION IN THE FIELD.
5. THE CONTRACTOR IS DIRECTED TO CONTACT THE UTILITY LOCATION SERVICE AT
LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION.
6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL
UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO CONSTRUCTION AND IS
RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
INFRASTRUCTURE WITHIN THE PROJECT SITE OR ALONG ADJOINING PROPERTIES,
INCLUDING BUT NOT LIMITED TO PAVEMENT, CURB, UTILITIES, SIDEWALK,
LANDSCAPING, DRAINAGE PIPES, ETC. THE CONTRACTOR SHALL REPAIR AND/OR
REPLACE AS REQUIRED ALL DAMAGED ITEMS IMMEDIATELY, IF NECESSARY, OR
PRIOR TO THE END OF THE PROJECT AT NO COST TO THE OWNER. REPAIRS SHALL
BE IN ACCORDANCE WITH LOCAL REGULATION REQUIREMENTS AND SHALL BRING
THE DAMAGED ITEM TO A CONDITION SUBSTANTIALLY EQUAL TO ITS PRIOR STATE.
8. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING
FIELD ADJUSTMENTS IN THE EVENT OF CONFLICTS WITH WATER, SEWER, DRAINAGE,
OR UTILITY LINES, EXISTING OR PROPOSED.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF
ALL TRASH, CONSTRUCTION DEBRIS, AND ORGANIC MATERIAL OFF -SITE AND IN A
LEGAL MANNER.
CONSTRUCTION SEQUENCE
THE PROJECT CONSISTS OF CLEARING & GRUBBING ONLY FOR THE FUTURE BUILDING OF A SINGLE-FAMILY
RESIDENTIAL SUBDIVISION.
1. OBTAIN SEDIMENTATION AND EROSION CONTROL PERMITS.
2. OBTAIN BURN PERMITS (BY CONTRACTOR, IF REQ'D.)
3. INSTALL PERMIT SIGNING, JOB BOX, AND RAIN GAUGE AT THE PROJECT ENTRANCE.
4. SCHEDULE A PRE -CONSTRUCTION CONFERENCE.
5. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AT THE ACCESS POINT TO BE USED (MAINTAIN DAILY).
THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL ACCESS THE SITE VIA CONSTRUCTION
ENTRANCES AS SHOWN ON THE PLAN AND INSTALLED AS PER THE TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE DETAIL. THE CONTRACTOR SHALL TAKE NECESSARYACTION TO ENSURE THAT THE
TRACKING OF MUD AND DEBRIS ONTO ADJACENT PAVED ROADWAYS IS MINIMIZED, AND SHALL DAILY
REMOVE ALL MUD AND SEDIMENTS FROM OFFSITE PAVEMENTS.
6. INSTALL TEMPORARY SILT FENCE AROUND THE PHASE BOUNDARY. INITIALLY PERFORM ONLY THAT
CLEARING NECESSARY TO INSTALL PERIMETER EROSION CONTROL MEASURES AS SHOWN ON THE
PLANS.
7. INSTALL TEMPORARY SILT FENCE OUTLETS.
8. INSTALL INLET PROTECTION, IF NECESSARY.
9. INSTALL SEDIMENT BASINS WHERE NEEDED.
10. COMPLETE CLEARING AND GRUBBING OPERATIONS, TEMPORARY SEEDING BEHIND CLEARED SECTIONS
WHEN COMPLETE AND ON SCHEDULE. LIMITS OF DISTURBANCE ARE LIMITED TO ONE PHASE OF
CLEARING & GRUBBING AT A TIME AS PROVIDED HEREIN. CONTRACTOR SHALL REFER TO THE CLEARING
PHASING PLAN FOR GUIDANCE ON MINIMIZING OPEN AREAS. PHASE TWO TO BE COMPETED AFTER
PHASE ONE COMPLETE AND STABILIZED, AND SO FORTH. ONCE A PREVIOUS PHASE OF C & G IS
COMPLETE AND STABILIZED CARE SHOULD BE TAKEN TO ENSURE THAT IT IS NOT RE -DISTURBED. ANY
DISTURBANCE IN PREVIOUSLY COMPLETED AND STABILIZED PHASES SHALL BE IMMEDIA TELY ADDRESSED
BY SEEDING AND MULCHING AND MONITORED UNTIL FULL STABILIZATION IS COMPLETE.
11. THE WORK AREA SHALL BE GRADED, SHAPED, AND OTHERWISE DRAINED IN SUCH A MANNER AS TO
MINIMIZE SOIL EROSION, SILTATION, OF DRAINAGE CHANNELS, DAMAGE TO EXISTING VEGETATION, AND
DAMAGE TO PROPERTY OUTSIDE THE LIMITS OF THE WORK AREA.
12. LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELYAFTER EACH
PHASE CLEARING & GRUBBING IS COMPLETE.
13. ONCE A PHASE OF CLEARING, GRUBBING, AND SEEDING IS COMPLETE, MOVE TO THE SUBSEQUENT
PHASE AND PROCEED AS PROVIDED HEREIN.
14. FAILURE OF THE CONTRACTOR TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL DEVICES
SHALL RESULT IN THE CONSTRUCTION ACTIVITIES BEING HALTED UNTIL SUCH TIME AS THE MEASURES
ARE CONSTRUCTED AS APPROVED.
15. ANY FILL MATERIAL NECESSARY TO COMPLETE PROJECT GRADING WHICH IS NOTABLE TO BE
GENERATED FROM THE SITE SHALL BE OBTAINED FROM AN APPROPRIATELY PERMITTED BORROW
FACILITY.
16. ANY EXCESS MATERIAL HAULED OFF -SITE WHICH IS UNABLE TO BE USED IN SITE GRADING SHALL BE
EXPORTED TO AN APPROPRIATELY PERMITTED BORROW FACILITY.
MAINTENANCE SEQUENCE
1. THE FIELD CONTACT FOR THE MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL DEVICES
SHALL BE THE CONTRACTOR'S SUPERINTENDENT.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITYAND OPERATION
FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT, BUT IN NO CASE LESS THAN ONCE EVERY
WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 6
INCHES DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN
A BARRIER.
4. THE CONTRACTOR SHALL MAINTAIN INSPECTION AND MONITORING RECORDS BY COMPLETING NC
DEMLR SELF -INSPECTION MONITORING FORMS WEEKLY AND/OR AFTER RAIN EVENTS.
5. REFER TO INDIVIDUAL EROSION CONTROL DEVICE DETAILS FOR SPECIFIC DEVICE INSPECTION AND
MAINTENANCE REQUIREMENTS.
6. PRIOR TO CONTRACTOR LEAVING SITE, ENTIRE SITE SHALL BE SEEDED AND INSPECTED. ANY
DEFICIENT AREAS STABILIZED ACCORDINGLY. PERIMETER SILT FENCE SHALL BE MAINTAINED AND
REPAIRED WHERE NECESSARY, AND TO REMAIN IN PLACE FOR SUBSEQUENT SUBDIVISION
CONSTRUCTION.
FINAL DRAWINGS
Released forpermits only,
not released for construction.
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COVER & VICINITY
CLEARING & GRUBBING
for
ATLAS VALLEY & OLYMPIC HARBOUR
at BLUEWATER RISE
'A PLANNED UNIT DEVELOPMENT"
NEW BERN - CRAVEN COUNTY - NORTH CAROLINA
SCALE: AS SHOWN I DATE: 02.15.22
PROJECT #: 2015-027 1 SHEET: 01 of 04
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