NCC232140_Site Plan or Location Map_20230724

GENERAL CONTRACTOR REQUIREMENTS 7
1. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF APPROVED DRAWINGS OF THE WORK SITE AT ALL op
TIMES THAT THE CONTRACTOR IS PERFORMING WORK.
2. THE CONTRACTOR SHALL VERIFY THAT ALL NECESSARY PERMITS FOR CONSTRUCTION HAVE BEEN OBTAINED SITE IMPROVEMENTS for ea
PRIOR TO THE START OF CONSTRUCTION. `` ® 1M1^^ I�V1
3. WITHIN ALL NOTES PROVIDED IN THE PLANS,THE TERM'CONTRACTOR'SHALL MEAN THE GENERAL CONTRACTOR \�� LO `V
AND ANY SUBCONTRACTOR,VENDOR,OR SUPPLIER PERFORMING CONSTRUCTION ON THE SITE. (� r ,^
4. THE CONTRACTOR SHALL VERIFY EXISTING FIELD CONDITIONS AND REPORT ANY DISCREPANCIES OR CONFLICTS OO y VJ
TO THE ENGINEER PRIOR TO CONSTRUCTION. Know What's below. CQ 0 M
5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE DRAWINGS OR IN Call before you dig. N U
THE FIELD,EITHER PRIOR TO BEGINNING WORK OR DURING CONSTRUCTION IN THE FIELD.
6. THE CONTRACTOR IS DIRECTED TO CONTACT THE UTILITY LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO N BEGINNING LA CONSTRUCTION DURGANTOVVN VILLAGE
7. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL UNDERGROUND AND OVERHEAD N
UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO IM
W ,R R DAMAGED OWNER.REPAIRS HALL BE IN AC NCE WIH LOCAL RE UHEEOE UIREMENTSTNDNH
COST THE DAMA✓GEDTE TO
CONDITIONTN ACCORDANCEUBSTAN WITH LOCALT LTEPRIOTIST REQUIREMENTS AND SHALL M
BRING THE DAMAGED ITEM TO A COORDINATE
SUBSTANTIALLY EQUAL TO ITS PRIOR STATE. W
9. 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. ffn� AA
f0. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL TRASH,CONSTRUCTION Z+I 1\
DEBRIS,AND ORGANIC MATERIAL OFF-SITE AND IN A LEGAL MANNER. LI B D I VI ION N
EROSION CONTROL PROVISIONS S z H N
,...
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 O E N.
ACTIVITY WILL BEGIN.
2. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL MAY NOT M Q M
V..... S
PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE ENGINEER. VJ
ULING OF A
RENCE WITH THE
ND
ION
OL
3. SEED OROTHERDSLOPOVIDEGROUNDCO RDEVICIOORSTRU TUBER FSROOINTTORE RESTRAIN
RIS TO WNSHI P NO. 1 CRAVEN COUNT Y
REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES.72 HOUR NOTICE IS REQUIRED. O N
4. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION
FOR ALL EXPOSED SLOPESWITHIN]DAYS OF COMPLETION OF ANY PHASE OF GRADING ON PERIMETER AREAS /My,,
AND SLOPES STEEPER THAN 3.-1.ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 DAYS. • N
5. CONTRACTOR SHALL INSPECT AND 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 O
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 11
OR ITS IMPLEMENTATION PROVE i0 BE INADEQUATE rt
]. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL AND STATE VAN EB R , NORTH A R L I NA o
WATER QUALITY LAWS,REGULATION AND RULES.IN ADDITION LOCAL CITY AND COUNTY ORDINANCES OR RULES
MAY ALSO 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.
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GENERAL NOTES AND SITE DATAAllk •11,,„... .4 �t�!-.iM�" _
1. BOUNDARY INFORMATION SHOWN IS AS PROVIDED ON THE"SURVEY FOR REJA,LLC-STREETS FERRY ROAD",AS h,
SURVEYED BY KENDALL E.GASKINS,,PLS(#L-3824),DATED MARCH 8,2019,AND AS RECORDED IN PLAT CABINET I.SLIDE 1Pa ���}�_ '
139-G IN THE LIMAGES PROVIDE REGISTRY M
2. ANY AERIAL IMAGES PROVIDED ARE FOR ILLUSTRATIVE AND CONCEPTUAL PURPOSES ONLY AND MAY OR MAY NOT
ACCURATELY REFLECT CURRENT FIELD CONDITIONS. ^`
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING BENCHMARK(S)PRIOR TO ANY W
CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER. R (/'��aR 1 a '� �I
4. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD,ENCUMBRANCES, NORTH T H C \I \OL I N/ \ 1 \ lip
1....
RESTRICTIVE COVENANTS,OWNERSHIP TITLE EVIDENCE,OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE
-4s
SEARCH MAY DISCLOSE ^`
5. ANY EXISTING STRUCTURES AND FACILITIES LOCATED AND ENCROACHING ON THE PROJECT TRACT ARE TO BE REMOVEDIli V/
AND/OR OTHERWISE RELOCATED PRIOR TO OR DURING CONSTRUCTION AS SHOWN HEREIN,UNLESS OTHERWISE NOTED. _
EXISTING UTILITY SERVICES ARE TO BE REMOVED AND OTHERWISE ABANDONED UNLESS OTHERWISE NOTED. PINEY NECK RD ^`
6. DEED REFERENCE:DB 3569.PG 1702. W 6
7. MAP REFERENCES:PC I,SL 139-G,PC 1,SL 106-E,PC I,SL/68-C.
8. PARCEL ID#PORTION OF 1-046-.000. I DURGANTOWN
9. PARCEL REFERENCE#66624. l / VILLAGE SITE R
10. TOTAL TRACT ACREAGE IS 72.07 ACRES t. / v
11. PROPERTY ZONING IS NOT ZONED. EROSION CONTROL GENERAL NOTES ._ V 4' swrFrcRBBK 12. PROPERTY ADDRESS IS 775 STREETS FERRY ROAD.VANCEBORO.NC 28586. 1. IN THE EVENT OF A CONFLICT BETWEEN THE REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL ACT THE SUBMITTED PLAN •
13. PARCEL ADDRESSES FOR THIS SITE ARE NOT YET ASSIGNED. AND/OR THE CONTRACT SPECIFICATIONS.THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL.
14. THE EXISTING SITE IS CURRENTLY PARTIALLY OPEN AND PARTIALLY FORESTED. 2. THE LAND-DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL CURRENT 4.6
1s THIS SITE CONTAINS NO COMMON AREAS. PLAN SITE
16 ELEVATIONS ARE BASED ON NAVD 88. 3. THE LATEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED DURING PERIODIC UNANNOUNCED INSPECTIONS TO V,, FUTURE Q
17 EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT DETERMINE COMPLIANCE AND A COPY OF THE PLAN MUST BE ON FILE AT THE JOB SITE.IF IT IS DETERMINED THAT THE IMPLEMENTEDIli
18. PROPOSED PROJECT IS LOW DENSITY,WITH LESS THAN.%COVER. PLAN IS INADEQUATE,THE ENGINEER MAY REQUIRE THE INSTALLATION OF ADDITIONAL MEASURES AND/OR THAT THE PLAN BE REVISED TO m DEVELOPMENT
19. PORTIONS OF THIS PROJECT SCALE WITHIN ZONE''X''AND ZONE"AE'AS PER FLOOD INSURANCE RATE MAP 3720554600K COMPLY WITH STATE LAW m ,
DATED JUNE 192020,AND AS ESTABLISHED BY FEIA.THIS REPORT IN NO WAY SUPERCEDES THE ABOVE MENTIONED 4, IN ORDER TO COMPLY WITH THE INTENT OF THE ACT THE SCHEDULING OF THE LAND-DISTURBING ACTIVITIES IS TO BE SUCH THAT BOTH ' I AN O
FIRM.BUILDABLE AREAS OF THE PROPOSED LOTS DO NOT FALL WITHIN THE 100-YR FLOODPLAIN. THE AREA OF EXPOSURE AND THE TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OF A GROUND COVER IS MINIMIZED. 'p /.
o 20. THIS SITE IS IN THE NEUSE RIVER BASIN. 5. UNLESS A TEMPORARY,MANUFACTURED.LINING MATERIAL HAS BEEN SPECIFIED,A CLEAN STRAW MULCH MUST BE APPLIED,ATA MINIMUM all -
21. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL CONCERN. RATE OF2 TONS/ACRE.TO ALL SEEDED AREAS.THE MULCH MUST COVER AT LEAST 75%t OF THE SEEDED AREA AFTER IT IS EITHER •• I
22.404 WETLANDS EXIST ON THIS TRACT AS SHOWN.NO WETLANDS WILL BE IMPACTED AS A PART OF THIS WORK. TACKED,WITH AN ACCEPTABLE TACKING MATERIAL.OR CRIMPED IN PLACE. PLANTATION CREEK DR
23. SWIFT CREEK ISABLUE-LINE STREAMS AND HAS ASSOCIATED RIPARIAN BUFFERS.HOWEVER,THIS AREA IS IN THE 6. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER,AND MUST BE SR2600 L� V •
"FUTURE DEVELOPMENT"REGION AND NOT TO BE IMPACTED AS A PART OF THIS WORK. PROVIDED WITH A GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN A MAXIMUM OF 7 CALENDAR DAYS OF COMPLETION OF ANY J 3
24.RECEIVING STREAM FOR THIS PROJECT IS SWIFT CREEK(C;SA,NSW,27-97-(-0.5)). PHASE(ROUGH OR FINAL)OF GRADING(ANNUAL RYE GRASS IS NOT IN THE APPROVED SEEDING SPECIFICATIONS NOR IS IT AN CONSTRUCTION SEQUENCE 7 S►
25. SURFACE WATER DIVERSION SWALES AND UTILITY EASEMENTS ARE AS FOLLOWS,UNLESS OTHERWISE NOTED: ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF A TEMPORARY GROUND COVER). THE PROJECT CONSISTS OF CONTRUCTION OF A SINGLE-FAMILY RESIDENTIAL SUBDIVISION. yrD f
A.10 FOOT EASEMENTS ALONG RIGHTS-OF-WAY. 7 PROTECT ANY STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH SILT FENCE.STONE CHECK DAM,OR IP 1P RD
G P
W O
B.15 FOOT EASEMENTS CENTERED ALONG ALL SIDE LOT LINES. tE �'n -
AROFIDE SEEDING AS APPROPRIATE ACCORDANCE
E FOR SITE CONDITIONS.SIEEDI A
C.10 FOOT EASEMENTS ALONG ALL REAR LOT LINES. i. OBTAIN SEDIMENTATION AND EROSION CONTROL PERMITS. ST �
8. SILT FENCE
INONS ARE SHOW WITH DONPROPO SCHEDULE 2. OBTAIN BURN PERMITSSIGNING,
JOB
BOX,AND RAIN
IF R AUG ► BR 1443
D.OTHER EASEMENTS AS SHOWN. 9 SILT FENCE LOCATIONS AS R QUIRED TO PREVENT
GRADING FROMND LEAVINGISTING PROPOSED
YCILDING LOT CONTRACTOR TO ADJUST 3. INSTALL SCHEDULERMITSIGNIN RUCTIOX,ANFERNGAUGE AT THE PROJECT ENTRANCE Z
26.PROPOSED EASEMENTS OUTSIDE OF THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE COMMUNITY PROPERTY SILT FENCE LOCATION IN FIELD AS REQUIRED TO PREI/ENT SEDIMENT FROM LEAVING PROPOSED BUILDING LOTS 4. SCHEDULEAPRE-CONSTRUCTION CONFERENCE. L.
OWNER'S ASSOCIATION. 10. CONSTRUCTION ENTRANCES SHALL BE FIELD LOCATED APPROXIMATELY AS SHOWN ON THE PLAN WITH MINOR FIELD ADJUSTMENTS AS 5. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AT THE ACCESS POINTS TO BE USED(MAINTAIN DAILY).THE rt
27. TYPICAL MINIMUM BUILDING SETBACKS ARE AS FOLLOWS: NECESSARY.REFER TO DETAILS FOR FOR TEMPORARY CONSTRUCTION ENTRANCE INSTALLATION AND MAINTENANCE DETAILS. CONTRACTOR AND ALL SUBCONTRACTORS SHALL ACCESS THE SITE VIA CONSTRUCTION ENTRANCES AS VICINITY SKETCH ORE i 5,9nlir„ogle e
A. 30 FOOT FRONT SETBACKS. CONSTRUCTION ENTRANCES ARE TO BE MAINTAINED DAILY. SHOWN ON THE PLAN AND INSTALLED AS PER THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE DETAIL. 1"=1000'
B. 10 FOOT SIDE SETBACKS. i4a o'r I ,�1
ii. CONCRETE WASHOUTS SHALL BE INSTALLED AND MAINTAINED IN VING AUTHORITY,
EROSION CONTROL NOTES AND DETAILS,FIELD THE CONTRACTOR SHALL TAKE SSARY A TO ENSURE THAT THE EALL MUD S AND DEBRIS / /. .+11 ]1 W
C. 15 FOOT REAR SETBACKS. LOCATE IN ACCESSIBLE LOCATION COORDINATED WITH APPROVING AUTHORITY,AWAY FROM STORM DRAINAGE INLETS AND SURFACE ONTO ADJACENT PAVED ROADWAYS IS MINIMIZED,AND SHALL DAILY REMOVE ALL MUD AND SEDIMENTS FROM
D. OTHER SETBACKS AS NOTED. WATERS. OFFSITE PAVEMENTS. /0
27. THE TOTAL NUMBER OF LOTS IN DURGANTOWN VILLAGEIS 6. 12. DISTURBED AREA TOTAL IS ROUNDED UP TO 3 ACRES. 6. INSTALL TEMPORARY SILT FENCE AROUND THE PROJECT BOUNDARY AS SHOWN ON THE PLANS.INITIALLY
28. THE MINIMUM
AVERAGE LOT SIZE IN DURGANTOWN VILLAGE IS 64 SF PERFORM ONLY THAT CLEARING NECESSARY TO INSTALL PERIMETER EROSION CONTROL MEASURES AS
29. THE MINIMU LOT SIZE IN DURGANTOWN VILLAGE 1548�644SF. SHOWN ON THE PLANS. - - - -
30. THE TOTAL LENGTH OF STREETS IS 623 LF±. DEMOLITION NOTES 7 INSTALL TEMPORARY SILT FENCE OUTLETS. 31mat
31.PROPOSED WATER SERVICE IS CRAVEN COUNTY WATER DEPARTMENT. i. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL CENTER(NC 811)BY DIALING 811 OR 1-800-632-4949 AT LEAST 72 HOURS IN 8. INSTALL INLET PROTECTION,IF NECESSARY
32.PROPOSED WATER SERVICE LOCATIONS AREAS SHOWN. ADVANCE OF ANY LAND DISTURBING ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR 9. COMPLETE CLEARING AND GRADING OPERATIONS,TEMPORARY SEEDING BEHIND CLEARED SECTIONS WHEN I 70' -I I
33.PROPOSED SEWER SERVICE IS BY INDIVIDUAL SEPTIC SYSTEMS. TRENCHING. COMPLETE AND ON SCHEDULE THE WORK AREA SHALL BE GRADED,SHAPES AND OTHERWISE DRAINED IN N
34.REFUSE SERVICE TO BE PROVIDED BY GFL(INDIVIDUAL CONTAINERS). 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK. SUCH A MANNER AS TO MINIMIZE SOIL EROSION SILTATION,OF DRAINAGE CHANNELS,DAMAGE TO EXISTING `
35.ELECTRICAL TO BE DESIGNED AND PROVIDED BY THE DUKE ENERGY. 47o,J 3�.I o,.
36.ALL PROPOSED ELECTRICAL.CABLE,TELEPHONE.AND OTHER COMMUNICATION WIRING SHALL BE INSTALLED 3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO VEGETATION,AND DAMAGE TO PROPERTY OUTSIDE THE LIMITS OF THE WORK AREA. 54t a0e si7x7.0. n5L 7kl) r�
UNDERGROUND. PERSONNEL,EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND 10. LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY AFTER EACH PHASE alg _v
SPECIFICATIONS. CLEARING&GRUBBING IS COMPLETE. Sight ¢x L
38..DESIGNRMDRAIOF NAGE SHALLHAL,BE NCLE.OTAPPROVED REIS.NFORCTC. ED
DCO SHALL BEE AND/OTHEOS. 4. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL, /1. FAILURE OF THE CONTRACTOR TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL DEVICES SHALL
38. STORM DRAINAGE BE NCDOi APPROVED REINFORCED CONCRETE PIPES AND/OR HIGH PERFORMANCE •
POLYPROPYLENESHALL (HP). ELECTRICAL AND MISCELLANEOUS STRUCTURES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR RESULT IN THE CONSTRUCTION ACTIVITIES BEING HALTED UNTIL SUCH TIME AS THE MEASURES ARE
WITH EXISTING CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS PROJECT.IF CONDITIONS ENCOUNTERED DURING CONSTRUCTED AS APPROVED.
39 STREETS SHALL BE DESIGNED WITH so'Rlcnr-oF-waysaND zo'EP-EP WIDTH THROUGHOUT,UNLESS OTHERWISE WITH SIGHT TRIANGLES
SHON/N. ALL DEMOLITION
ARE SIGNIFICANTLY DEBRIS
T BE THAN THOSE SHOWN,C,THNT CONTRACTOR SHALL NOTIFYFIN THE STATE
APR IMMEDIATELY. 12. ANY TL HEMATERIAL ITENECESSARY OBTAIN TO COMPLETE ANE PROJECT OPRIATGRADING ERMITTE IS NOTABLEW CIO BE GENERATED
40. STATE SEDIMENTATIONWTR PERNDMIT
EIS REQUIRED
ROLAND BISOW REQUIRED
5. ALL DEh90LITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF INASTATEAPPROVED WASTE SITE AND FROM THE SITE SHALL BE OBTAINED FROM AN APPROPRIATELY PERMITTED BORROW FACILITY. NOT TO SCALE
02 STATEBISTORMR Y)PWS)IS R MIT IS REQUIRED.SHALL
BE LOW DENSITY. IN ACCORDANCEBURNING
R ING WIT ALLMATERIAL
STATE BRIS AND PERMITBEALLOWED ENTS 13. ANYEXPORTED
EXCESS MATERIAL HAULEDAPPROPRIATELY
P-SITE ERMITTED H DO UNABLE TO BE USED IN SITE GRADING SHALL BE VI •�
42.PUBLIC WATER SUPPLY(PWS)PERh91T IS REQUIRED. 6. THE BURNING OF CLEARED MA TERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM EXPORTED TO AN APPROPRIATELY PERMITTED BORROW FACILITY. O/t
43. STREETS IN THIS SUBDIVISION SHALL BEPUBLIC AND BE CONSTRUCTED TONCDOT STANDARDS AS REQUIRED BY THE LOCAL AUTHORITIES.ALL BURN PERMITS SHALL THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN. SCHEDULE OF DRAWINGS
CRAVEN COUNTY SUBDIVISION REGULATIONS.STREETS SHALL BE OWNED AND MAINTAINED BY THE DEVELOPER UNTIL 7. NO OPEN BURNING OF CLEARED DEBRIS SHALL OCCUR WITHIN 500 FEET OF AN OCCUPIED RESIDENCE. MAINTENANCE SEQUENCE
SUCH TIME THE ROADS ARE DEEDED TO THE HOMEOWNER'S ASSOCIATION OR ACCEPTED FOR MAINTENANCE BY NCOOT. B. ASBESTOS OR HAZARDOUS MATERIALS,IF FOUND ON SITE,SHALL BE REMOVED BY LICENSED HAZARDOUS MATERIALS CONTRACTOR. 1. THE FIELD CONTACT FOR THE MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL DEVICES SHALL SHEET NAME Q THE FOLLOWING RESTRICTIONS&STANDARDS SHALL ALSO APPLY: CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED. BE THE CONTRACTORS SUPERINTENDENT 1 COVER&VICINITY
A. RIGHTS-OF-WAY AT CUL DE SACS SHALL HAVE A RADIUS OF OF 50 FEET WITH RETURN RADII OF 35 FEET. 9. CONTRACTOR SHALL PROTECT ALL CORNER PINS.MONUMENTS,PROPERTY CORNERS,AND BENCHMARKS DURING DEMOLITION ACTIVITIES.IF 2 ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
B. STOP SIGNS AND ROAD NAME MARKERS SHALL BE INSTALLED IN ACCORDANCE WITH COUNT YAND STANDARDS. DISTURBED,CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. 2 OVERALL SITE Z ....„
44. STREET SIGNS ARE TO BE ADDED TO THE STREETS UPON SITE WORK COMPLETION. 10. CONTRACTOR SHALL ADHERE TO ALL LOCAL.STATE,FEDERAL,AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND FOLLOWING NEEDEDRY REPAIRS
PRODUCING RAINFALL EVENT,BUT IN NO CASE LESS THAN ONCE EVERY
45.PLOT PLANS FOR ANY GIVEN LOT ARE REQUIRED BY THE CRAVEN COUNTY. UTILITIES. WEEK.ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 3 EXISTING SITE
46. SITE TABULATION: 11. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NCDOT STANDARDS,AND AS 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 6 INCHES 4 PROPOSED SITE PLAN S
LOTS............................................................. 8.93ACRES t REQUIRED BY LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG TREES,ROADS.ATEAOYS,ETC.IT SHALL BE THE CONTRACTOR'S DEEP AT THE FENCE.THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
ILE
RIGHTS OF WAY.. 0.95 ACRES 3 RESPONSIBILITY TO OBTAIN APPROVAL AND COORDINATE WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE NEED,EXTENT AND 4. THE CONTRACTOR SHALL MAINTAIN INSPECTION AND MONITORING RECORDS BY COMPLETING NC OEMLR 5 GRROADING&DRWAY DRAINAGE
RESERVED TRACTS 1.53 ACRES± LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES. SELF-INSPECTION MONITORING FORMS WEEKLY AND/OR AFTER RAIN EVENTS. 6 GRADING&DRAINAGE DETAILS
FUTURE DEVELOPMENT 60.66 ACRES± 12 CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION 5. REFER TO INDIVIDUAL EROSION CONTROL DEVICE DETAILS FOR SPECIFIC DEVICE INSPECTION AND 7 WATER SYSTEM DETAILS
TOTAL.. 72.07 ACRES± ACTIVITIES. MAINTENANCE REQUIREMENTS.
47. THIS SUBDIVISION IS NOT IN A ZONE CONTROLLED BY ZONING REGULATIONS. I CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE. 6. PRIOR TO CONTRACTOR LEAVING SITE,ENTIRE SITE SHALL BE SEEDED AND INSPECTED.ANY DEFICIENT 8 EROSION CONTROL DETAILS
`8 ALL PROPOSED CORNERS ARE TO BE MARKED WITH IRON PIPES.UNLESS OTHERWISE SHOWN. 1A,4. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED. AREAS STABILIZED ACCORDINGLY 9 SEEDING&NCG0I DETAILS •�
r LEGEND -11,--- PROJECT REVISIONS T T
El COVER& VICINITY 1...)DESCRIPTION BY DATE FINAL DRAWINGS
Boundary Lines --- Proposed 6"Water Line Proposed Contours OWNER/DEVELOPER
COPYRIGHT O 2023 BY THOMAS ENGINEERING,P.A. NO.
-RN- Right of Way Lines - - Proposed 2"Water Line --- Proposed Ditches&Swales ALL RIGHTS RESERVED.THESE DRAWINGS ARE REJA,LLC C Released for permits only, 111
INSTRUMENTS OF SERVICE AND AS SUCH REMAIN 1825 STREETS FERRY ROAD not released for construction. DURGANTOWN VILLAGE--- Centerlines N Proposed Water Valve&Box --#p,-- Existing Contours THE PROPERTY OF THOMAS ENGINEERING,P.A. VANCEBORQ NORTH CAROLINA 28586
t ttt
t
NEITHER THIS DOCUMENT NOR ANY PART OF THIS +
Lot Boundaries&Corner Nodes I. Proposed Reducer '' - Temporary Construction Entrance DOCUMENT MAY BE REUSED,REPRODUCED OR OFFICE:252.636.2400 FAX [phone] v."'yGINE'! j.s ,s',$CA$0i+r," SUBDIVISION
---- Minimum Building Lines �►-- Proposed End of Line Blowoff Temporary Silt Fence TRANSMITTED IN ANY FORM OR BY ANY MEANS, CONSULTING ENGINEER/SURVEYOR .¢p 8-iel,y'.4 O 04,4•,S9j0"w,4''"
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT .',160 ,B 5
THOMAS ENGINEERING,PA o=G �n;o'1 _ ` �`y`?s " 10
-- Easement Lines Proposed Flushing Hydrant Assembly ® Temporary Coir Fiber Wattle LIMITED TO PHOTOCOPYING,MICROFILMING AND ='x= SEAL + !'•, °�Yr''
P.O.BOX 1309-1316-B COMMERCE DRIVE ❑B+- =9: _ EAL TOWNSHIP Na I-CRAVEN COUNTY-NORTH CAROLINA
RECORDING,OR BY ANY INFORMATION STORAGE = �z C-438 C-' i0 4 /I�- =
Open Water/Pond Proposed Water Service -Co - Limits of Disturbance NEW TERN,NORTH CAROLINA 28563 O ; Ir q
AND RETRIEVAL SYSTEM,WITHOUT PERMISSION IN ♦; }R,,,e
OFFICE 252.637.2727 FAX [phone] ;P : "�9�� SCALE AS SHOWN DATE 06.01.23
Proposed Lots ## Proposed Storm Pipe ® Temporary Sediment Trap WRITING FROM THOMAS ENGINEERING,P.A. ,CAR��` "",p C �,.`e,,�
Proposed Outlet Protection +O.*1 9 8 T34'' ",220 1•• ce- PROJECT#:2023-004 SHEET:01 of 09
10'X 70'Sight Triangle P © Temporary Silt Fence w/Wattle Outlet l 1+1111' p nntip�`}, J