NCC221704_Site Plan or Location Map_20220503

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SCHEDULE OF DRAWINGS
SHEET NAME
1 COVER & VICINITY M
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DONALD G. LAWRENCE TRACTS I Im
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GENERAL NOTES AND SITE DATA
1. BOUNDARY INFORMATION IS AS PROVIDED ON THE "SURVEYAND FINAL PLAN
SUBDIVSION FOR JERRY LEE FOSTER AND WIFE RUTH BRYAN ROSTER" AS PRi
C. SIMMONS, PLS (#L-1532), DA TED AUGUST 2, 2001, AND AS RECORDED IN PLA
128-F OF THE CRAVEN COUNTY REGISTRY. ADDITIONAL BOUNDARY INFORMA
PROVIDED ON THE "SURVEY FOR ALLEN G. NORRIS AND WIFE NINA D. NORRIS'
JAMES C. SIMMONS, PLS (#L-1532), DATED MARCH 6, 20021, AND AS RECORDEE
G, SLIDE 140-G OF THE CRAVEN COUNTY REGISTRY.
2. DEED REFERENCES: DB 3715, PG 190 & DB 3715, PG 018.
3. PLAT REFERENCES: PLAT CABINET G, SLIDE 128-F & PLAT CABINET G, SLIDE 14
4. PARCEL IDS# 5-006-6002 & 5-006-020.
5. PROPERTY IS NOT ZONED.
6. CURRENT PROPERTYADDRESS IS 137 KING CREEK DRIVE, HAVELOCK, NC 285
7. TOTAL PARCEL ACREAGE IS 5.02 AC ±.
8. TOTAL DISTURBED ACREAGE IS ROUNDED UP TO 5 AC.
9. SITE ENTRANCE COORDINATES ARE LAT 34.931913° N, LONG-76.802403°W.
10. THE EXISTING SITE IS A COMBINATION OF WOODED PROPERTY, A SINGLE FAM
BE DEMOLISHED), AND RIVERSIDE SANDY PROPERTY.
11. ANY AERIAL IMAGES PROVIDED ARE FOR ILLUSTRATIVE AND CONCEPTUAL PU
MAY OR MAY NOT ACCURATELY REFLECT CURRENT FIELD CONDITIONS.
12. ELEVATIONS ARE BASED ON NAVD 88.
13. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
14. PORTIONS OF THIS PROJECT SCALE WITHIN ZONE W"AND ZONE 'AE" AS PER f
RATE MAP 3720645300K, ALL DATED JUNE 19, 2020 AS ESTABLISHED BY FEMA.
WAY SUPERCEDES THE ABOVE MENTIONED FIRM.
15. BASE FLOOD ELEVATION DOWNSTREAM OF THIS SITE IS 10.00'. FUTURE BUILT
THIS PROJECT WILL NOT FALL WITHIN THE 100-YR FLOODPLAIN.
16. THIS SITE IS IN THE NEUSE RIVER BASIN.
17. RECEIVING STREAM FOR THIS PROJECT IS THE NEUSE RIVER.
18. THE NEUSE RIVER IS A BLUE -LINE STREAM. ASSOCIATED BUFFERS ARE PRESENT ON THIS SITE
AND ARE AS SHOWN. THE ZONE 1 30' RIPARIAN BUFFER WILL NOT BE IMPACTED AS A PART OF
THIS WORK. THE ZONE 2 20' RIPARIAN BUFFER WILL BE CLEARED, GRADED, AND SODDED WHERE
POSSIBLE AND AS ALLOWED BY THE THE NEUSE RIVER RIPARIAN BUFFER RULES AND THE
APPROVED CAMA MINOR DEVELOPMENT PERMIT.
19. THERE ARE NO KNOWN SECTION 404 WETLANDS OR ISOLATED WETLANDS EXIST ON THIS TRACT.
20. WATER SERVICE OWNER IS THE CRAVEN COUNTY WATER DEPARTMENT.
21. TRACTS ARE SERVED BY INDIVIDUAL SEPTIC SYSTEM.
EROSION CONTROL PROVISIONS
1. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE NC DEPARTMENT OF
ENVIRONMENTAL, MINERAL, AND LAND RESOURCES AND THE ENGINEER OF THE DATE THAT THE LAND DISTURBING
ACTIVITY WILL BEGIN.
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 OF PRE -CONSTRUCTION CONFERENCE WITH THE ENGINEER AND EROSION CONTROL INSPECTOR IS
REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES. 72 HOUR NOTICE IS REQUIRED.
4. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION
FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION OFANY PHASE OF GRADING ON PERIMETER AREAS
AND SLOPES STEEPER THAN 3:1. ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 DAYS.
5. CONTRACTOR SHALL INSPECTAND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS
AND AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP ALL EROSION CONTROL DEVICES IN PROPER WORKING
ORDER MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP TO $5000.00 PER DAY OF VIOLATION.
6. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN
OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE.
7. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL AND STATE
WATER QUALITY LAWS, REGULATION AND RULES. IN ADDITION LOCAL CITYAND COUNTY ORDINANCES OR RULES
MAYALSO APPLY TO THIS LAND DISTURBING ACTIVITY.
8. PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG WATERCOURSES IN
THE NEUSE AND TAR RIVER BASINS. THESE RULES ARE ENFORCED BY THE DIVISION OF WATER RESOURCES.
EROSION CONTROL GENERAL NOTES
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 MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL.
2. THE LAND -DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
3. 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.
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
TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OF A GROUND COVER IS MINIMIZED.
5. UNLESS A TEMPORARY, MANUFACTURED, LINING MATERIAL HAS BEEN SPECIFIED, A CLEAN STRA W MULCH MUST BE APPLIED, AT A MINIMUM RATE OF 2 TONS/ACRE, TO ALL
SEEDED AREAS. THE MULCH MUST COVER AT LEAST 75%± OF THE SEEDED AREA AFTER IT IS EITHER TACKED, WITH AN ACCEPTABLE TACKING MATERIAL, OR CRIMPED IN PLACE.
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
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).
7. PROTECT ANY STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH SILT FENCE, STONE CHECK DAM, OR ABC FILTER AS APPROPRIATE FOR
SITE CONDITIONS.
8. PROVIDE SEEDING IN ACCORDANCE WITH THE SEEDING SCHEDULE.
9. 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
10. CONSTRUCTION ENTRANCES SHALL BE FIELD LOCATED APPROXIMATELY AS 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.
11. 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.
12. DISTURBED AREA TOTAL IS ROUNDED UP TO 5 ACRES.
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 THAT ALL 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 OF ANY
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.
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 INDEMNIFYAND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANYAND 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 PROTECTALL 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.
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1 " = 1000'
CONSTRUCTION SEQUENCE
THE PROJECT CONSISTS OF CLEARING & GRADING ONLY FOR THE FUTURE CONSTRUCTION OF A SINGLE-FAMILY
HOME.
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 NECESSARY ACTION 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 GRADING OPERATIONS, TEMPORARY SEEDING BEHIND CLEARED SECTIONS WHEN
COMPLETE AND ON SCHEDULE. THE WORKAREA 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 WORKAREA.
11. LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY AFTER EACH PHASE
CLEARING & GRUBBING IS COMPLETE.
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 ARE
CONSTRUCTED AS APPROVED.
13. ANY FILL MATERIAL NECESSARY TO COMPLETE PROJECT GRADING WHICH IS NOT ABLE TO BE GENERATED
FROM THE SITE SHALL BE OBTAINED FROM AN APPROPRIATELY PERMITTED BORROW FACILITY.
14. 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 STABILITY AND 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 WEEKLYAND/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.
r PROJECT REVISIONS
NO. DESCRIPTION BYI DATE
OWNER / DEVELOPER
DONALD G. LAWRENCE
106 RIVIERA COURT
NEW BERN, NC 28562
PHONE: [phone]
CONSULTING ENGINEER
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.
FINAL DRAWINGS \
Released for permits & bidding only,
not released for col�structioil.
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COVER & VICINITY
CLEARING & GRADING
FOR
DONALD G. LAWRENCE TRACTS
■ TOWNSHIP #5 - CRAVEN COUNTY- NORTH CAROLINA
SCALE: 1 " = 1000' 1 DATE: 03.28.2022
PROJECT #: 2022-012 1 SHEET. 01 of 03
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