NCC243557_Site Plan or Location Map_20241118

LEGEND: / I i i PREL:INNARY
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OHE EXISTING OVERHEAD ELECTRIC LINE \ \ \ I / / �¢CQ E� Jp/`���yr� EXISTING ELECTRIC POLE \ \ \ / /
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GENERAL NOTES: a MB 116 PG27 \ \ I 1� \\ \ \ `` \ < m
1. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. / MI \ \\\ ` \ - \ \ U
2. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE \\`\ \ .L \ 11
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RULES AND REGULATIONS. O \ \ r \ ` \ C o
3. REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON-SITE.ON-SITE TEMPORARY STOCKPILES SHALL BE LOCATED WITHIN THE CONSTRUCTION LIMITS. Z ' \�\\ II 11 35'SETACK(TYP.�- _ \ \` \ CtS N a
4. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION.ANY EXISTING \ \ //�' \ 1 4°48'S9"E 25.83' ----_ - \ S= N
PAVEMENT,SIDEWALK,CURB 8 GUTTER,ETC.THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER I \ \ /yj4\ EX.30'WIDE SHARED I \ \ \
SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING CONDITIONS(WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED).UTILITY INSTALLATIONS \\3'\7� DRIVEWAY ESMT II, i \\ \ \ ` \ a) I�"
MAY 5. PROTECT ALLOPEN
ADJA ENT PROPERTIES,THE GENERAL PUBLIC OTHERWISE
AND ALLTRENCH
THE OWNER'S FACILITIES.SHOULD DAMAGE OCCUR,NOTIFY THE ENGINEER ALL BE PATCHED PER PAVEMENT REPAIR DETAIL. I \N/F \ 5>5'43 \ /I I I� \ \ 10'SETBACK(TYP.) \\ \ \ W
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IMMEDIATELY. BREAKING NEWGROUND LLC \ \ \ M
6. THE CONTRACTOR SHALL EMPLOY A QUALIFIED UTILITY LOCATOR SERVICE TO LOCATE ALL UNDERGROUND UTILITIES(INCLUDING,BUT NOT LIMITED TO PARCEL#:1 1531206 \ I \ \�\ -\\ N/F I �� \\ W
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ELECTRICAL,TELEPHONE,GAS,CABLE AND FIBER OPTIC)WITHIN THE LIMITS OF CONSTRUCTION. DB 2150 PG 4: \
'\ \ MB 776 PG 27\ \ \ EX.30'WIDE SHARED \ \ \ PARCEL#:180215312031
7. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS.EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. \ \ (✓ \ DB 2150 PG 439
NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE PROPOSED DESIGN. \ \ \ \ I I DRIVEWAY ESMT \ \ \ I I
8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL,STATE AND OSHA REGULATIONS. \ \\ •
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9. EXISTING MANHOLES,VALVE BOXES,VAULTS,CLEANOUTS,UTILITY POLES,ETC.TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO I \ \ \ . \ )I I \ 4\E\J\ \\J J
FUNCTION PROPERLY WITH THE PROPOSED FINISHED GRADES(WHETHER INDICATED OR NOT TO BE MODIFIED). I \ \ \ I \ 4�>3' \ 25'SETBACK(TYP.)- I ��
10. GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS PATHS,LOCATIONS,LIGHTING,ETC.WITH OWNER. \ \ �,
11. CONTRACTOR SHALL INSPECT ALL EXISTING SIDEWALK AND SHALL REPLACE OR REPAIR ANY BROKEN OR DAMAGED SECTIONS. \ \\ / / 1 I \ \ \ I i��'9
12. CONTRACTOR SHALL COMPLY WITH NCDEQ CONSTRUCTION STANDARDS AND SPECS. \ \ ° y / \ / \ \ I },,;:�:.,I
EXISTING CONDITIONS NOTES I NE \ \ n I \\ \ ------
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1. FIELD TOPOGRAPHIC SURVEY OF PROPERTY BOUNDARY PROVIDED BY BATEMAN CIVIL SURVEY COMPANY ON 08/292024. BREAKING NEW GROUND LLC \ MI \ \\\ I s�
ANY ADDITIONAL BASE INFORMATION PER SAMPSON COUNTY GIS. \ \ \\III
3. PROJECT SITE IS NOT LOCATED WITHIN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS FLOOD HAZARD AREAS,AS SHOWN ON FIRM PANEL - DB 2150 PG 439 \ \\ °I I �°34'02"E 597.03'\ \
#3720244600K(ZONE M DATED JANUARY 5TH,2007. \ MB176PG27 \ \ 1 0 \ \ \
4. EXISTING CONDITIONS AS SHOWN ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL,ELECTRICAL AND \ - \ \ \ 1 Z 1 \ \ \
MISCELLANEOUS STRUCTURES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE PROJECT SITE AND FAMILIARIZE WITH ACTUAL FIELD - \ \�7 J^//� \ \\ NI/FI
CONDITIONS PRIOR TO BIDDING AND COMMENCING WORK.IF FIELD CONDITIONS ARE FOUND TO BE SIGNIFICANTLY DIFFERENT THE CONTRACTOR SHALL \ - \ .1-2.- / 1 1 \ \ BREAKING NEWGROUND LLC I
5. SURVEY INFORMATION BY OTHERS.ENNOTIFY THE PROJECT LANDSCAPE GINEER ERCT OR ASNGINEER NOT VERIFIEDDIATELY.THE ACCURACY OF COMPLETENESS OF THE INFORMATION PROVIDED AND SHALL NOT BE -____ \ �/[ + , E%.30'WIDE SHARED \ • \`0\ PARCEL
DB 2#50 P18021531202
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EX.30 DE SHARED DRIVEWAY ESMT \
RESPONSIBLE FOR ERRORS OR OMISSION THAT MAY BE INCORPORATED ASAESULT.THIS SHALL NOT BE CONSIDEREDACERTIFIED SURVEY. \\ ..)-
1 RIVEWAV ESMT I \ \�E 59j D3, MB 116 PG 271
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THESE PLANS AVE BEEN PREPARED USING THE BEST INFORMATION AVAILABLE FROM FIELD SURVEYS PERFORMED BY OTHERS,SITE OBSERVATIONS,AND \��- ` ` / \ 1 \ -\` \ \ I LLJ J
OTHER AVAILABLE INFORMATION.EXISTING UNDERGROUND FACILITIES AND SUBSURFACE CONDITIONS INDICATED ON THESE DRAWINGS IS LIMITED TO AND IS ��� I \ f
ONLY AS ACCURATE AS THE INFORMATION PRESENTED TO US BY FIELD SURVEYS PERFORMED BY OTHERS,AND THE ENGINEER MAKES NO WARRANTY TO ANY N74°03'41"W 575.43 �\ \ \\_\ - �\ I J 11
PART REGARDING THE PRESENCE OR ABSCENSE OF UNDERGROUND FEATURES WHETHER SHOWN ON THESE PLANS OR NOT.THE EXISTING UTILITY LINE \ 1 I�I S02°26'19"W 518.OQ'J Z J
LOCATIONS SHOWN SHOULD BE CONSIDERED APPROXIMATE,AND ACTUAL UTILITIES AND CONDITIONS MAY DIFFER FROM THOSE INDICATED.SURFACE OR -- \ \ \ w O
BURIED ROCK,UNSUITABLE MATERIAL,OR OTHER SOIL CONDITGIOSN MAY BE ENCOUUNTED DURING CONSTRUCTION.GENERALLY,THESE CONDITIONS ARE NOT \ -'- - \ \ J - \
NOTED ON THESE PLANS.IT SHOULD BE EXPECTED BY THE OWNER AND CONTRACTOR THAT UNFORSEEN CONDITIONS MAY OR WILL ARISE DURING / \ --_.., \ \ ....
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CONSTRUCTGIONTHATMAYREQUIREMODIFICAITONOFTHESEDESIGNPLANSBYTHEENGINEER.SHOULD UNFORESEEN CONDITIONS BE ENCOUNTERED a z a
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DURING CONSTRUCTION,IT IS THE RESPONSIBILITY OF THE OWNER AND CONTACTOR TO NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION OF THE NATURE N/F \ / -1--` \o 'I I \� z QZ S
AND EXTENT OF SUCH CONDITIONS SOTATTIMELY AND APPROPRIATE MEASURES CAN BE TAKEN TO REVISE THESE PLAN AS NECESSARY TO ACCOMDATE / MATTHEWS FAMILY FARMS LLC \ \
CONDITIONS ENCOUNTERED IN THE FIELD. PARCEL#:18071268023 / `�� z z o w
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Design By: XXX
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08.26.24
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Project It 240573
REV# DATE DESCRIPTION
SHEET
1 C100