NCC243047_Site Plan or Location Map_20241011

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CLEARING, GRUBBING, T
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2 EXISTING SITE
Know what's below. 3 SITE PLAN N E M
Call before you dig. SEDIMENTATION AND EROSION CONTROL 4 FD&NOGO,DFTAILB
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DRAWINGS for I GENERAL NOTES
AND AS RECORDED IN PLAT CABINET J,SLIDE 47-8 OF THE CRAVEN COUNTY REGISTRY �
2. ENGINEER MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, 1�.v l N.
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ENCUMBRANCES,RESTRICTIVE COVENANTS,OWNERSHIP TITLE EVIDENCE,OR ANY OTHER FACTS SITE&PROPERTY DATA O E
THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. i. PARCEL ID NUMBER:B-21]-28000.
3. EXISTING TOPOGRAPHY IS AS COORDINATED BY THE ENGINEER. M M
4. EXISTING CONTOURS ARE SHOWN AT ONE FOOT INTERVALS. 2. DEED REFERENCE:DEED BK 37]2,PG 1405. O 11^^
5. ELEVATIONS AS SHOWN ARE BASED ON NA.1988. 3. MAP REFERENCE:PLAT CABINET J,SLIDE 47-B. I� S W
6. THE PROPERTY PHYSICAL ADDRESS IS 200 AERONAUTICAL WAY,NEW BERN,NC 28562. 4. LOT NUMBER i9-9. >< NI
7 ANY AERIAL IMAGES PROVIDED ARE FOR CONCEPTUAL&SUPPLEMENTARY INFORMATIONAL 5. EXISTING PARCEL ZONING NOT ZONED I� V
PURPOSES ONLY AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. HDPE CRAVEN COUNTY 6. AREA BY COORDINATES. O •
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8. EXISTING SETBACKS: ] SURVEY PRECISION=1:10.000. m I1
FRONT 30 FEET 8. EXISTING USE.PARTIALLY WOODED/PARTIALLY CLEARED LOT UNDEVELOPED. NI
b� SIDE 10 FEET 9. FUTURE USE:INDUSTRIAL BUILDING WITH SITE STORAGE.
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c. REAR:15 FEET 10. TOTAL SITE ACREAGE11.92 AC(519,326 SF). 5
9. THIS PROPERTY SCALES WITHIN ZONE'X"AS PER FLOOD INSURANCE RATE MAP(FIRM)3,05,000K 11. TOTAL EXISTING BUILDING SQUARE FEET'0 SF. V WITH EFFECTIVE OATEJUNE 6,2020.THIS PROPERTY DID NOT SCALE INASPECIAL FLOOD HAZARD TOWNSHIP 8 CRAVEN COUNTY 112.3. TOTAL DISTURBED
TO SF.ROUNDEDTM TO 12 ACRES. I� 4=
AREA WHERE BASE FLOOD ELEVATIONS AND FLOOD HAZARD FACTORS HAVE BEEN DETERMINED. •
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THIS REPORT IN NO WAY SUPERCEOES THE ABOVE REFERENCE FIRM. 14. TOTAL EXISTING IMPERVIOUS AREA:0 SF O
10. THIS SITE CONTAINS NO KNOWN SECTION 4,AND/OR 401 WETLANDS.THE ENFORCEMENT OF 15. TOTAL PROPOSED NEW IMPERVIOUS AREA.0 SF.
WETLANDS REGULATIONS UNDER SECTION4040F THE CLEAN WATER ACT AND SECTION 100F THE 16 TOTAL GREEN AREA:519,326 SF(11.92AC).
RIVERS AND HARBORS ACT IS WITHIN THE JURISDICTION OF THE U.S.ARMY CORPS OF ENGINEERING.
INQUIRIES CONCERNING WETLANDS MATTERS SHOULD BE ADDRESSED TO THAT AGENCY. 1]. NO CHANGES TO EXISTING RIGHT OF WAY
13. THIS SITE CONTAINS NO THE
YR NE STREAMS AND/OR ASSOCIATED NEUSE RIVER RIPARIAN BUFFERS. NEW CR A ', NORTH CAROLINA
12. THE SITE IS NOT WITHIN AN AREA OF ENVIRONMENTAL CONCERN. BERN`Y■
13. THIS SITE IS WITHIN THE 100 YR FLOODPLAIN.
14. THIS SITE IS NOT WITHIN ONE HALF MILE OF WATERS CLASSIFIED AS"SA'.
15. SITE IS LOCATED WITHIN THE NEUSE RIVER BASIN.
16. RECEIVING STREAM FOR THIS PROJECT IS DEEP BRANCH(2,115-2,SC;SK,NSW).
17. FUTURE WATER SERVICE OWNER IS THE CITY OF NEW BERN. PROJECT REVISIONS
18. FUTURE SEWER SERVICE OWNER IS THE CITY OF NEW BERN. NO. DESCRIPTION BY DATE
19. ANY WATER&SEWER SERVICE LOCATIONS ARE SHOWN HEREIN ARE CONCEPTUAL IN NATURE AND
NOT INTENDED TO BE USED FOR WATER AND SEWER DESIGN AND/OR PERMIT PURPOSES.
20. FUTURE ELECTRIC SERVICE IS BY DUKE ENERGY
21. FUTURE DESIGN OF ELECTRICAL,CABLE.TELEPHONE,GAS,ETC.UTILITIES SHALL BE BY OTHERS.
ALL UTILITIES TO RELOCATED .UNDERGROUND 1 -"� ^I1 22. THIS SITE CONTAINS CLEARING,GRUBBING.AND SEDIMENTATION AND EROSION CONTROL ONLY.
FUTURE GRAORNGAND TOPOGRAPHY TO BE SHOWN ON FULL CONSTRUCTION PLAN AND SITE ■ ir
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DEVELOPMENT DRAWINGS.
23. ANY PROPOSED SITE SIGN PERMITTING IS BY OTHERS.SIGN AND BUILDING PERMITS ARE REQUIRED
FOR ALL EXTERIOR SIGNS.
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NORTH CAROLINA ° OWNER/DEVELOPER
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MULBERRY,FLORIDA 33860 y
OFFICE:863.607.4730 FAX:[phone]
CONSTRUCTION SEQUENCE I 25.
CONSULTING ENGINEER V •
1. OBTAIN SEDIMENTATION AND EROSION CONTROL PERMITS. 444
2. OBTAIN BURN PERMITS(BY CONTRACTOR.IF REQ'D.) ,__ THOMAS ENGINEERING,P.A. s
3. INSTALL PERMIT SIGNING,JOB BOX,AND RAIN GAUGE AT THE PROJECT ENTRANCE. P.D.BOX 1309-1316-0 COMMERCE DRIVE
4. SCHEDULE PRE-CONSTRUCTION CONFERENCE. ^^\\
5. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AT THE ACCESS POINTS TO BE US.(MAINTAIN DAILY). NEW BERN,NORTH CAROLINA 28563
THE CONTRACTORAND ALL SUBCONTRACTORS SHALL ACCESS THE SITE VIA CONSTRUCTION OFFICE:252.637.2727 FAX:[phone] MIMIE
ENTRANCES AS SHOWN ON THE PLAN AND INSTALLED AS PER THE TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE DETAIL.THE CONTRACTOR SHALL TAKE NECESSARY ACTION TO ENSURE THAT THE UCX SIX,
TRACKING OF MUD AND DEBRIS ONTO ADJACENT PAVED ROADWAYS IS MINIMIZED,AND SHALL DAILY
REMOVE ALL MUD AND SEDIMENTS FROM OFFSITE PAVEMENTS. j>
6. INSTALL TEMPORARY SILT FENCE AROUND THE BOUNDARY INITIALLY PERFORM ONLY THAT CLEARING 411Q Q Lr' '
NECESSARY TO INSTALL PERIMETER EROSION CONTROL MEASURES AS SHOWN ON THE PLANS. Z COPYRIGHT©2024 BY THOMAS ENGINEERING P.A. 1141.11
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7 INSTALL TEMPORARY SILT FENCE OUTLETS. W ALL RIGHTS RESERVED.THESE DRAWINGS ARE
B. INSTALL INLET PROTECTION,IF NECESSARY
9. COMPLETE CLEARING AND GRUBBING OPERATIONS.TEMPORARY SEEDING BEHIND CLEARED SECTIONSSCHEDULE. F Q INSTRUMENTS OF SERVICE AND AS SUCH REMAINW
I6. THHEN E WORK AREA SPLETE HALL BEGRADED. HAPED,AND OTHERWISE DRAINED IN SUCH A MANNER AS TO xFCUT/V� CI THE PROPERTY OF THOMAS ENGINEERING P.A.
MINIMIZE SOIL EROSION,SILTATION OF DAMAGE TO PROPER,OUTSIDE rHEUMIRTSNOFGTHEYLORKAREAnracE TO EXISTING VEGETATION,AND / /9q 73XP, V41 A NDOCUMENT MAY BE REUSED,REPRODUCED OREITHER THIS DOCUMENT NOR ANY PART OF MIIIMIZ 41
II. LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY AFTER EACH / )� 0 O TRANSMITTED IN ANY FORM OR BY ANY MEANS,
PHASE CLEARING&CONTRACTOR
r5 COMPLETE' / \ ELECTRONIC DR MECHANICAL INCLUDING BUT NOT (
12. 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 LIMITED TO PHOTOCOPYING,MICROFILMING AND
ARE CONSTRUCTED AS APPROVED. RECORDING,OR BY ANY INFORMATION STORAGE
13. ANY FILL MATERIAL NECESSARY TO COMPLETE PROJECT GRADING WHICH IS NOTABLE TO BE EROSION CONTROL PROVISIONS VICINITY SKETCH AND RETRIEVAL SYSTEM,WITHOUT PERMISSION IN Q
GENERATED FROM THE SITE SHALL BE OBTAINED FROM AN APPROPRIATELY PERMITTED BORROW 1. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE NC DEPARTMENT OF 1"=500 _
FACILITY. ENVIRONMENTALMINERAL,AND LAND RESOURCES AND THE ENGINEER OF THE DATE THAT THE LAND DISTURBING , WRITING FROM THOMAS ENGINEERING P.A. A •
14. ANY EXCESS MATERIAL HAULED OFF-SITE WHICH IS UNABLE TO BE USED IN SITE GRADING SHALL BE ACTIVITY WILL BEGIN.
EXPORTED TO AN APPROPRIATELY PERMITTED BORROW FACILITY 2. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL MAY NOT
PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE ENGINEER.
3. SCHEDULING OFA PRE-CONSTRUCTION CONFERENCE WITH THE ENGINEER AND EROSION CONTROL INSPECTOR IS FINAL DRAWINGS WIt.iGS _
MAINTENANCE SEQUENCE REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES.72 HOUR NOTICE IS REQUIRED.
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1. THE FIELD CONTACT FOR THE MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL DEVICES SHALL 4. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION Released for permits&'bidding only, VI
BE THE CONTRACTOR'S SUPERINTENDENT. FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION OF ANY PHASE OF GRADING ON PERIMETER AREAS A\
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION AND SLOPES STEEPER THAN 3:I.ALL OTHER AREAS SHALL BE STABILIZED WITHIN 24 DAYS. \
\ not released for construction. / Q W FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT BUT IN NO CASE LESS THAN ONCE EVERY 5. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS \
WEEK ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. AND AFTER EACH MAJOR STORM EVENT.FAILURE TO KEEP ALL EROSION CONTROL DEVICES IN PROPER WORKING
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 6 INCHES ORDER MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP TO$5000.00 PER DAY OF VIOLATION. t11R1I 1
DEEP AT THE FENCE.THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAINABARRIER. 6. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN 1 ��1 11/ •�
4. THE CONTRACTOR SHALL MAINTAIN INSPECTION AND MONITORING RECORDS BY COMPLETING NC DEMLR OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE. ,,3``..t3Q1NT'Jr�p'A'++ ,>>¢��jt1AR°tf+,+ R�
SELF-INSPECTION MONITORING FORMS WEEKLY AND/OR AFTER RAIN EVENTS. 7. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL AND STATE TT�2`` O --[[,]I� ` O ,.�SS,,,^^^ �V)
5 REFER TO INDIVIDUAL EROSION CONTROL DEVICE DETAILS FOR SPECIFIC DEVICE INSPECTION AND WATER QUALITY LAWS,REGULATION AND RULES.IN ADDITION LOCAL CITY AND COUNTY ORDINANCES OR RULES s0 R4Ji '++'. ``O4 r04.,9�%
MAY ALSO APPLY TO THIS LAND DISTURBING ACTIVITY. tii` ^„ iO
MAINTENANCE REQUIREMENTS. 8. PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG WATERCOURSES IN S SEAL A 2 - �� 9C 4.
6. PRIOR TO CONTRACTOR LEAVING SITE,ENTIRE SITE SHALL BE SEEDED AND INSPECTED.ANY DEFICIENT GENERAL CONTRACTOR REQUIREMENTS _'Ell E', -43 =a c - = EAL
THE NEUSEAND TAR RIVER BASINS.THESE RULES ARE ENFORCED BY THE DIVISION OF WATER RESOURCES. az.C-438 <4 . .4 L
AREAS STABILIZED ACCORDINGLY.PERIMETER SILT FENCE SHALL BE MAINTAINED AND REPAIRED WHERE i. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF APPROVED DRAWINGS OF E IOI �I � _
NECESSARY,AND TO REMAIN IN PLACE FOR SUBSEQUENT SUBDIVISION CONSTRUCTION. THE WORK SITE AT ALL TIMES THAT THE CONTRACTOR IS PERFORMING WORK. gJp ti^C' �
DEMOLITION NOTES 2 THE CONTRACTOR SHALL VERIFY THAT ALL NECESSARY PERMITS FOR LA ;~ pCI ``�
1. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL CENTER(NC 811)BYDIALING S110R i-800-632-4949 AT LEAST 48 HOURS INADVANCE OFANY LAND DISTURBING CONSTRUCTION HAVE BEEN OBTAINED PRIOR TO THE START OF CONSTRUCTION. '+ ,,,.A,.." ` ��,..0``
EROSION CONTROL GENERAL NOTES3. WITHIN ALL NOTES PROVIDED IN THE PLANS,THE TERM'CONTRACTOR SHALL MEAN '+ 1I 8It �`` SS 'ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING. C, T�`3 U
1. IN THE EVENT OF A CONFLICT BETWEEN THE REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL ACT,THE SUBMITTED PLAN AND/OR THE CONTRACT SPECIFICATIONS, THE GENERAL CONTRACTOR AND ANY SUBCONTRACTOR,VENDOR,OR SUPPLIERilw ,1 ,1
THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK. PERFORMING CONSTRUCTION ON THE SITE. 111 11Ill1
3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL EQUIPMENT
2. THE LAND-DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY `
3. THE.TEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED DURING PERIODIC UNANNOUNCED INSPECTIONS TO DETERMINE COMPLIANCE AND A COPY AND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS. DISCREPANCIES ON THE DRAWINGS OR IN THE FIELD,EITHER PRIOR TO BEGINNING
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 4. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL,ELECTRICAL AND MISCELLANEOUS WORK OR DURING CONSTRUCTION IN THE FIELD. COVER& VICINITY`
ADDITIONAL MEASURES AND/OR THAT THE PLAN BE REVISED TO COMPLY WITH STATE LAW. STRUCTURES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION 5 THE CONTRACTOR IS DIRECTED TO CONTACT THE UTILITY LOCATION SERVICE AT
4. 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 WORK FOR THIS PROJECT IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN,THE CONTRACTOR SHALL NOTIFY THE LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. O(CLEARING, GRUBBING,
TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OF A GROUND COVER IS MINIMIZED. ENGINEER IMMEDIATELY. 6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL pp
5. 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 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 UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO CONSTRUCTION AND IS
SEEDED AREAS.THE MULCH MUST COVER AT LEAST75%t OF THE SEEDED AREA AFTER IT IS EITHER TACKED.WITH AN ACCEPTABLE TACKING MATERIAL.OR CRIMPED IN PLACE. AND STATE CODES AND PERMIT REQUIREMENTS. RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. III
6. 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 6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL AUTHORITIES.ALL BURN 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING SEDIMENTATION AND EROSION
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 PERMITS SHALL THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN. INFRASTRUCTURE WITHIN THE PROJECT SITE OR ALONG ADJOINING PROPERTIES, (� �+
THE APPROVED SEEDING SPECIFICATIONS NOR IS IT AN ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF A TEMPORARY GROUND COVER). 7. NO OPEN BURNING OF CLEARED DEBRIS SHALL OCCUR WITHIN 500 FEET OF AN OCCUPIED RESIDENCE. INCLUDING BUT NOT LIMITED TO PAVEMENT,CURB,UTILITIES,SIDEWALK, CONTROL DRAWINGS for
7. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH SILT FENCE,STONE CHECK DAM,OR ABC FILTER AS APPROPRIATE FOR SITE 8. ASBESTOS OR HAZARDOUS MATERIALS,IF FOUND ON SITE,SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR CONTRACTOR SHALL NOTIFY OWNER LANDSCAPING,DRAINAGE PIPES,ETC THE CONTRACTOR SHALL REPAIR AND/OR HPDECRAVENCOUNTY
CONDITIONS. IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED. REPLACE AS REQUIRED ALL DAMAGED ITEMS IMMEDIATELY,IF NECESSARY,OR
10
B. PROVIDE SEEDING IN ACCORDANCE WITH THE SEEDING SCHEDULE. 9. CONTRACTOR SHALL PROTECT ALL CORNER PINS,MONUMENTS.PROPERTY CORNERS,AND BENCHMARKS DURING DEMOLITION ACTIVITIES.IF DISTURBED,CONTRACTOR SHALL PRIOR TO THE END OF THE PROJECT AT NO COST TO THE OWNER.REPAIRS SHALL
9. SILT FENCE LOCATIONS ARE SHOWN BASED ON PROPOSED GRADING CONDITIONS DEPICTED IN DESIGN FILES(BY OTHERS.IF FIELD CONDITIONS INDICATE DIFFERENT LOT HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. BE IN ACCORDANCE WITH LOCAL REGULATION REQUIREMENTS AND SHALL BRING
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 10. CONTRACTOR SHALL ADHERE TO ALL LOCAL,STATEFEDERAL.AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND UTILITIES THE DAMAGED ITEM TO A CONDITION SUBSTANTIALLY EQUAL TO ITS PRIOR STATE. TOWNSHIP#8-CRAVEN COUNTY-NORTH CAROLINA
SILT FENCE ROW.ADJUST SILT FENCE LOCATION IN FIELD AS REQUIRED TO PREVENT SEDIMENT FROM LEAVING PROPOSED BUILDING LOTS 11. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NCDOT STANDARDS,AND AS REQUIRED BY LOCAL AGENCIES WHEN B. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING
IS CONSTRUCTION ENTRANCES SHALL BE FIELD LOCATED APPROXIMATELY AS SHOWN ON THE PLAN WITH MINOR FIELD ADJUSTMENTS AS NECESSARY.REFER TO DETAILS FOR WORKING IN AND/OR ALONG STREETS.ROADS.HIGHWAYS.ETC IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL AND COORDINATE WITH THE LOCAL FIELD ADJUSTMENTS IN THE EVENT OF CONFLICTS WITH WATER,SEWER,DRAINAGE,
FOR TEMPORARY CONSTRUCTION ENTRANCE INSTALLATION AND MAINTENANCE DETAILS.CONSTRUCTION ENTRANCES ARE TO BE MAINTAINED DAILY. AND/OR STATE AGENCIES REGARDING THE NEED,EXTENT AND LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES. OR UTILITY LINES.EXISTING OR PROPOSED. SCALE:1"=500' DATE:08.09.24
11. CONCRETE WASHOUTS SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH EROSION CONTROL NOTES AND DETAILS;FIELD LOCATE IN ACCESSIBLE LOCATION 12. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION ACTIVITIES, 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF
COORDINATED WITH APPROVING AUTHORITY AWAY FROM STORM DRAINAGE INLETS AND SURFACE WATERS. 13. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE. ALL TRASH,CONSTRUCTION DEBRIS,AND ORGANIC MATERIAL OFF-SITE AND INA
�. DISTURBED AREA TOTAL IS ROUNDED UP TO 12 ACRES. 14. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED. LEGAL MANNER. PROJECT#:2024-026 SHEET:01 of 04 AL