NCC231013_Site Plan or Location Map_20230418

'GENERAL CONTRACTOR REQUIREMENTS T
,. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF APPROVED DRAWINGS OF THE WORK SITE AT ALL `O
TIMES THAT THE CONTRACTOR IS PERFORMING WORK.
2. THE CONTRACTOR SHALL VERIFY THAT ALL NECESSARY PERMITS FOR CONSTRUCTION HAVE BEEN OBTAINED 811 e !I.
PRIOR TO THE START OF U1.1
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3. WITHIN ALL NOTES PROVIDED IN THE PLANS,THE TERM'CO OR'SHALL MEAN THE GENERAL CONTRACTOR (V
AND ANY SUBCONTRACTOR,VENDOR,OR SUPPLIER PERFORMING CONSTRUCTION ON THE SITE. I..
4. THE CONTRACTOR SHALL VERIFY EXISTING FIELD CONDITIONS AND REPORT ANY DISCREPANCIES OR CONFLICTS L 1 E
TO THE ENGINEER 5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE DRAWINGS OR IN TO CONSTRUCTION. Know what's IOW. p0 0
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THE FIELD.EITHER PRIOR TO BEGINNING WORK OR DURING CONSTRUCTION IN THE FIELD. Call before you dig. N v W
ACT
UTILITY
AST 72 HOURS
6 THE CONTRACTORISONSTR CONSTRUCTION
AN ISRES ONSIBLEFORATIONSEAGETOTLEMDURINGCONS PRIOR TO SITE IMPROVEMENTS fOr
BEGINNING 1 1 (V
] THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL UNDERGROUND AND OVERHEAD z Ir,
UTILITIES PRIOR CONTRACTOR HALLB RESPOAND IE RESPONSIBLE FOR ANY DAMAGE FRASTR DURING CONSTRUCTION. T ( 1
8. THENNINGCONST CONSTRUCTION
RESPONSIBLE FOR ANY DAMAGE TO EXISTING INFRASTRUCTURE WITHIN THE vl N
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PROJECT SITE OR ALONG ADJOINING PROPERTIES,INCLUDING BUT NOT LIMITED TO PAVEMENT,CURB,UTILITIES, & Z
SIDEWALK,LANDSCAPING.DRAINAGE PIPES,ETC.THE CONTRACTOR SHALL REPAIR AND/OR REPLACE AS Z 'i
REQUIRED ALL DAMAGED ITEMS IMMEDIATELY,IF NECESSARY,OR PRIOR TO THE END OF THE PROJECT AT NO y k
COST BRING TOEHAOIAGED INER TEM TO A CONDITION SUBS ACCORDANCE
NTALLYJEQUAL TOITH LOCAL
ITS PRIOR SA REQUIREMENTS AND SHALL M z
9. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING FIELD ADJUSTMENTS IN THE �1 �v
EVENT OF CONFLICTS WITH WATER,SEWER,DRAINAGE,OR UTILITY LINES,EXISTING OR PROPOSED. VVYNCROFT VILLAGE SUBDIVISION
10. 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. '
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KINSTON - LENOIR COUNTY �Rr�asE�� �� rn ° M EROSION CONTROL PROVISIONS 11 r 1 1 O I�^1
1. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE NC DEPARTMENT OF II I i,$ I II w I M0 `v 1
ENVIRONMENTAL.MINERAL,AND LAND RESOURCES AND THE ENGINEER OF THE DATE THAT THE LAND DISTURBING yl 1 /5 ,.n I,� i 1 Sn s 15 W I1.
ACTIVITY WILL BEGIN. ? c `-' _ 'd 66 ' i
2. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL MAY NOT CAROLINA
� 'I I N �5 Iw '5I I .S " ,,7 6Iu
PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE ENGINEER. NORTH
/ A �O�'A A -
3. SCHEDULING OF A PRE-CONSTRUCTION CONFERENCE WITH THE ENGINEER AND EROSION CONTROL INSPECTOR IS '`V■ /VH 1`V■H a� I� m I'a`u5 na O
REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES.]2 HOUR NOTICE IS REQUIRED.
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4. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION �m
FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION OF ANY PHASE OF GRADING ON PERIMETER AREAS 7, I
. 1 4�
AND SLOPES STEEPER THAN 3:I.ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 DAYS. 1 1 evxorvr 7.74 I 1 en.rnon„,,,,, 0
5. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASISI
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 85000.00 PER DAY OF VIOLATION. --- , -- '
6. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN Z wn FasErrErvr 11�• wuv 2 a v, an
OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE. n2.
1. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL AND STATE 2
WATER QUALITY LAWS,REGULATION AND RULES.IN ADDITION LOCAL CITY AND COUNTY ORDINANCES OR RULES 2 - 5 sea4E5 r - 2 2 s.ni-_..rEr.r -
MAY ALSO APPLY TOTHIS LAND DISTURBING ACTIVITY. '1 Z ¢,rely nor vrnr
8. PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG WATERCOURSES IN 11
THE NEUSE AND TAR RIVER BASINS.THESE RULES ARE ENFORCED BY THE DIVISION OF WATER RESOURCES. STANDARD LOT CORNER LOT
lot. �� TYPICAL LOT ENVELOPES&EASEMENTS
41,1 I " NOT TO SCALE
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GENERAL NOTES AND SITE DATA
1. BOUNDARY INFORMATION SHOWN IS AS PROVIDED ON THE"RECOMBINATION SURVEY FOR C.DWIGHT HOWARD AND ��
WIFE PATRICIA H.HO WARD",AS SURVEYED BY JOHN C.NIX(PLS&L4268),DATED MARCH 26,2008,AND AS RECORDED Alb I
IN PLAT CABINET 11,PAGE 182IN THE LENOIR COUNTY REGISTRY ADDITIONAL BOUNDARY INFORMATION SHOWN IS
AS PROVIDED ON THE"MINOR SUBDIVISION SURVEY OF WYNCROFT",AS SURVEYED BY CHRISTOPHER K.PADERICK ,«.. `t
(PLS NL4189),DATED APRIL 16,2008,AND AS RECOREDED IN PLAT CABINET 11,PAGE 193 OF THE LENOIR COUNTY
iiii
REGISTRY jai a vitt
2. AERIAL IMAGES PROVIDEDARE FOR ILLUSTRAiIVEAND CONCEPTUAL PURPOSES ONLY AND MAV OR MAY NOi ii,„lRLOTTE KINSTON _
ACCURATELY IMAGES
PROVIDED
CURRENT FIELD CONDITIONS. .�' II
UM
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING BENCHMARK(S)PRIOR TO ANY
CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEERVIIII AIL !`
4. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD,ENCUMBRANCES. . a 114• `` - r co S
RESTRICTIVERHAS ADEN O I NV EST IGAT I NORTITLE EVIDENCE,ORINDEPENDENT ANY SEAER RCH
ACTS EASEMENT OF RECORD,EANDUMCURRENT
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TITLE SEARCH MAY DISCLOSE. }i
5. ANY EXISTING STRUCTURES AND FACILITIES LOCATED AND ENCROACHING ON THE PROJECT TRACT ARE TO BE
REMOVED 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. , 45,4
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6. DEED REFERENCE.DEED BOOK ET11 PAGE 86. NORTH CAROLINASlit r YRUN BRIARWOODoR. to
]. MAP REFERENCES:PLAT CABINET 11,SLIDE 182 AND PLAT CABINET 11,SLIDE:193. ^`
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8. PARCEL RECORD NUMBER:29053. BRIPR W 6
9. TOTAL TRACT ACREAGE IS 49.8]HCRES±. I
10. PROPOSED PROPERTY ZONING IS RARA12.
11. PROPOSED PROPERTY ADDRESSES HAVE NOT YET BEEN ASSIGNED.
12. THE EXISTING SITE IS CURRENTLYA COMBINATION OF CLEARED FIELD AND FORESTED COVER. CS
13. ALL COMMON AREAS AS SHOWN ARE TO BE DEDICATED TO THE PROPERTY OWNER'S ASSOCIATION. EROSION CONTROL GENERAL NOTES l'°''
BRIARY RUN RO14. EXISTING ELEVATIONS ARE BASED ON NAVD 88. i. IN THE EVENT OFA CONFLICT BETWEEN THE REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL ACT,THE SUBMITTED PLANW
15. EXISTING AND PROPOSED CONTOUR INTERVALS SHOWN AREAT ONE FOOTANO/OR THE CONTRACT SPECIFICATIONS,THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL.
IS PROPOSED PROJECT IS HIGH DENSITY AND INCLUDES THREE WET DETENTION BASINS FOR NITROGEN EXPORT 2 THE LAND-DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL REDUCTION AND 2-YR,24 HOUR STORM PEAK FLOW ATTENUATION AS PER CITY OF KINSTON STORMWATER itORDINANCES. PLAN. WYNCROFT DR.17 THIS PROJECT SCALES WITHIN ZONE"X'AS PER FLOOD INSURANCE RATE MAP 3,0452600J 6 3,04536004 DATED 3. THE LATEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED DURING PERIODIC UNANNOUNCED INSPECTIONS TO 2' I U
APRIL 162013,AND AS ESTABLISHED BY FEMA.THIS REPORT IN NO WAY SUPERCEDES THE ABOVE MENTIONED FIRM. DETERMINE COMPLIANCE AND A COPY OF THE PLAN MUST BE ON FILE AT THE JOB SITE.IF IT IS DETERMINED THAT THE IMPLEMENTED TWINWOOD RD. ^V/`
18. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL CONCERN. PLAN IS INADEQUATE.WITH STATE,THE ENGINEER MAY REQUIRE THE INSTALLATION OF ADDITIONAL MEASURES AND/OR THAT THE PLAN BE REVISED TOEL 19. THIS SITE IS IN THE NEUSE RIVER BASIN. COMPLY WITH STATE LAW.
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20.ASMALL SECTION OF ISOLATED AIM WETLANDS EXIST ON THIS TRACT AND AREAS SHOWN.WETLANDS ARE AS 4. IN ORDER TO COMPLY WITH THE INTENT OF THE ACT.THE SCHEDULING OF THE LAND-DISTURBING SFACTIVITIES IS iO BE SUCH THAT MIZED.BOTH
PROVIDED BY PITTMAIN SOIL CONSULTING ON FEBRUARY 15,2022.NO WETLANDS WILL NOT BE IMPACTED AS A PART THE AREA OF EXPOSURE AND THE TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OFA GROUND COVER IS MINIMIZED. SITE 4.
5. UNLESS A TEMPORARY MANUFACTURED,LINING MATERIAL HAS BEEN SPECIFIED,A CLEAN STRAW MULCH MUST BE APPLIED,AT A MINIMUM
OF THIS WORK. ie
RATE OF 2 TONS/ACRE,TO ALL SEEDED AREAS.THE MULCH MUST COVER AT LEAST 75%3 OF THE SEEDED AREA AFTER IT IS EITHER AUTUMN DR.
21. THIS SITE CONTAINS NO BLUE-LINE STREAMS OR ASSOCIATED RIPARIAN BUFFERS. TACKED.WITH AN ACCEPTABLE TACKING MATERIAL,OR CRIMPED IN PLACE.
22.RECEIVING STREAM FOR THIS PROJECT IS BRIERY RUN AND AN UNNAMED TRIBUTARY JERICHO RUN. 6. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER.AND MUST BE
23.DRAINAGE AND UTILITY EASEMENTS ARE AS FOLLOWS,UNLESS OTHERWISE NOTED: PROVIDED WITH A FINAL COVER SUFFICIENT TO RESTRAIN EROSION WITHIN UM OF7 CALENDAR DAYS OF COMPLETION OFANY
CONSTRUCTION SEQUENCE
A.10 FOOT EASEMENTS ALONG RIGHTS-OF-WAY. THE PROJECT CONSISTS OF CONTRUCTION OF A SINGLE-FAMILY RESIDENTIAL SUBDIVISION. I
p'125
PHASE(ROUGH OR FINAL)OF GRADING(ANNUAL RYE GRASS IS NOT IN THE APPROVED SEEDING SPECIFICATIONS NOR IS IT AN B.10 FOOT EASEMENTS CENTERED ALONG ALL SIDE LOT LINES. ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OFATEM FFFRY GROUND COVER) p �� O
C.10 FOOT EASEMENTS ALL REAR LOT LINES. ]. PROTECT ANY STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH SILT FENCE,STONE CHECK DAM.OR i. OBTAIN SEDIMENTATION AND EROSION CONTROL PERMITS.D.OTHER EASEMENTS AS SHOWN AND NOTED. 2. OBTAIN BURN PERMITS(BY CONTRACTOR,IF REQ'D.) ��24. TYPICAL MINIMUM BUILDING SETBACKS ARE AS FOLLOWS: ABC FILTER AS APPROPRIATE FOR SITE CONDITIONS p �� _ _9. SLOTFIDE SEEDING IN ACCORDANCE WITH THE ENCELOCATIONSARESSHOWNBASEDONPROING SCHEDULEPOSESGRADINGANDEXISTINGTOPOGRAPHYCONDITIONS.CONTRACTORTOADJUST4. SCHEDU3. INSTALL LEAPIRE-CONSTT TRUOCTIONCONFERENCE BOX,AND RAIN UGEATTHEPROJECTENTRANCE. 1�FVA.00 FOOT FRONT SETBACKS. �� R
B.30 FOOT SIDE STREET SETBACKS. SILT FENCE LOCATION IN FIELD AS REQUIRED TO PREVENT SEDIMENT FROM LEAVING PROPOSED BUILDING LOTS 5. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AT THE ACCESS POINTS TO BE USED(MAINTAIN DAILY).THE
C.12 FOOT MINIMUM.155'TYPICAL SIDE SETBACKS. 10. CONSTRUCTION ENTRANCES SHALL BE FIELD LOCATED APPROXIMATELY AS SHOWN ON THE PLAN WITH MINOR FIELD ADJUSTMENTS AS CONTRACTOR AND ALL SUBCONTRACTORS SHALL ACCESS THE SITE VIA CONSTRUCTION ENTRANCES AS VICINITY
, /\ V SKETCH
1"-1000'
D.25 FOOT REAR SETBACKS. NECESSARY.REFER TO DETAILS FOR FOR TEMPORARY CONSTRUCTION ENTRANCE INSTALLATION AND MAINTENANCE DETAILS. SHOWN ON THE PLAN AND INSTALLED AS PER THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE DETAIL. V II I NI T I . I\L TI H
E.OTHER SETBACKS AS NOTED. CONSTRUCTION ENTRANCES ARE TO BE MAINTAINED GAILY. THE CONTRACTOR SHALL TAKE NECESSARY ACTION TO ENSURE THAT THE TRACKING OF MUD AND DEBRIS V �1 V O
25. THE TOTAL NUMBER OF LOTS IN WYNCROFT VILLAGE SUBDIVISION IS:119. ONTO ADJACENT PAVED ROADWAYS IS MINIMIZED,AND SHALL DAILY REMOVE ALL MUD AND SEDIMENTS FROM
26. THE AVERAGE LOT SIZE IN WYNCROFT VILLAGE SUBDIVISION IS:j94_SSF. ii. CONCRETE WASHOUTS SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH EROSION CONTROL NOTES AND DETAILS.FIELD
1 - _
LOCATE IN ACCESSIBLE LOCATION COORDINATED WITH APPROVING AUTHORITY,AWAY FROM STORM DRAINAGE INLETS AND SURFACE INSTALL PAVEMENTS. W
2]. THE MINIMUM LOT SIZE IN WYNCROFT VILLAGE SUBDIVISION IS:12.000 SF. WATERS. 6 INSTALL TEMPORARY SILT FENCE AROUND THE PROJECT BOUNDARY AS SHOWN ON THE PLANS INITIALLY
28. THE TOTAL LENGTH OF STREETS IS:562� 3LF±, PERFORM ONLY THAT CLEARING NECESSARY TO INSTALL PERIMETER EROSION CONTROL MEASURES AS
12. DISTURBED AREA TOTAL IS ROUNDED UP TO 5/ACRES.
29.PROPOSED WATER SERVICE OWNER IS THE CITY OF KINSTON. SHOWN ON THE PLANS.
30.PROPOSED SEWER SERVICE OWNER IS THE CITY OF KINSTON. 7 INSTALL TEMPORARY SILT FENCE OUTLETS.
31.PROPOSED WATER&SEWER SERVICE LOCATIONS ARE AS SHOWN. DEMOLITION NOTES 8. INSTALL INLET PROTECTION,IF NECESSARY.
32.ALL PROPOSED ELECTRICAL,CABLE,TELEPHONE,AND OTHER COMMUNICATION WIRING SHALL BE INSTALLED 9. INSTALL SEDIMENT BASINS AS SHOWN IN THE PLANS DOWNSTREAM OF DRAINAGE SWALES.
1. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL CENTER(NC 811) -BY DIALING 811 OR 1-8006324949 AT LEAST 72 HOURS IN
UNDERGROUND. 10. COMPLETE CLEARING AND GRADING OPERATIONS.TEMPORARY SEEDING BEHIND CLEARED SECTIONS WHEN 11
ADVANCE OF ANY LAND DISTURBING ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR _
33.DESIGN OF ELECTRICAL.CABLE,TELEPHONE.GAS.ETC.UTILITIES SHALL BE BY OTHERS.ALL UTILITIES TO BE COMPLETE AND ON SCHEDULE.THE WORK AREA SHALL BE GRADED,SHAPED,AND OTHERWISE DRAINED IN
LOCATED UNDERGROUND. TRENCHING. SUCH A MANNER AS TO MINIMIZE SOIL EROSION,SILTATION,OF DRAINAGE CHANNELS,DAMAGE TO EXISTING
34. STORM DRAINAGE SHALL BENCDOT APPROVED REINFORCED CONCRETE PIPES AND HIGH PERFORMANCE 2 THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK VEGETATION,AND DAMAGE TO PROPERTY OUTSIDE THE LIMITS OF THE WORK AREA. HI mangle Sight mangle
POLYPROPYLENE. 3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO 11. LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY AFTER EACH PHASE o. 01 1�
35. STREETS SHALL BE DESIGNED WITH 60'RIGHT-OF-WAYS AND20'EP-EP WIDTH THROUGHOUT. PERSONNEL EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND CLEARING&GRUBBING IS COMPLETE. / l `1' V
36. STATE SEDIMENTATION AND EROSION CONTROL PERMIT IS REQUIRED. SPECIFICATIONS. 12. FAILURE OF THE CONTRACTOR TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL DEVICES SHALL / \ 70 I _
37. CITY OF KINSTON STORM WATER PERMIT IS REQUIRED. 4. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL, RESULT IN THE CONSTRUCTION ACTIVITIES BEING HALTED UNTIL SUCH TIME AS THE MEASURES ARE JI
3B.PUBLIC WATER SUPPLY IS REQUIRED PERMIT PWS . ELECTRICAL AND MISCELLANEOUS STRUCTURES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR CONSTRUCTED AS APPROVED. 14.1 tz
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39. SEWER EXTENSION PERMITBEISED TO EDTHE WITEXAMINATIONGRE SIGNIFICANTLY
TO DIFFERENT
EIDDING ON RENTHAN HE THOSE
K CONTRAIS CTOR
SHALL IF OIFY THE
NS GINER IMMERED DIATELY. FROM
13.ANYMATERIAL SHALL
BE
BTAINE COMPLETE PPRJECTGRAYIPEIMITEISNOTABLE I BE GENERATED - - - -
40.STREET SIGNS ARE TO BEARDED TO THE STREETS UPON SITE WORK COMPLETION,PURCHASED FROMS ANDUCH
EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN,THE CONTRACTOR SHALL NOTIFYTHE ENGINEER FROM THE SITE SHALL BE OBTAINED FROM AN APPROPRIATELY PERMITTED BORROW FACILITY meal
INSTALLED BY THE CITY OF KINSTON.STREETS SHALL BE MAINTAINED BY THE DEVELOPER UNTIL SUCH TIME AS 5. ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND 14 ANY EXCESS MATERIAL HAULED OFF-SITE WHICH IS UNABLE TO BE USED IN SITE GRADING SHALL BE
THEY ARE DEDICATED AND ACCEPTED BY THE CITY OF KINSTON. IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. EXPORTED TO AN APPROPRIATELY PERMITTED BORR ]o' 1 I '►
OW FACILITY I \ � ,-
41.PLOT PLANS FOR ANY GIVEN LOT ARE REQUIRED BY THE CITY OF KINSTON. 6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM
42.SITE TABULATION: THE LOCAL AUTHORITIES.ALL BURN PERMITS SHALL THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN. I.- SCHEDULE OF DRAWINGS tin I\`
LOTS.... ....... .............38.32 ACRES± 7. NO OPEN BURNING OF CLEARED DEBRIS SHALL OCCUR WITHIN 500 FEET OF AN OCCUPIED RESIDENCE. MAINTENANCE SEQUENCE loxry rox]g' SHEET NAME I^VY`/`
RIGHTS OF WAY ........ ...............707 ACRES± 8. ASBESTOS OR HAZARDOUS MATERIALS,IF FOUND ON SITE,SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. 1. THE FIELD CONTACT FOR THE MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL DEVICES SHALL SgnlTl286 =1a, Sqm hang. 1 COVER&VICINITY Q W
COMMON AREA/OPEN SPACE................ 4.42 ACRES 3 CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED. BE THE CONTRACTORS SUPERINTENDENT
PUMP STATION 0.06 ACRES 3 9. CONTRACTOR SHALL PROTECT ALL CORNER PINS,MONUMENTS,PROPERTY CORNERS,AND BENCHMARKS DURING DEMOLITION ACTIVITIES.IF _ C 2 EXISTING SITE
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
TOTALS........................ ................49.87 ACRES 3 DISTURBED,CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BV A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. ¢w 3 PROPOSED SITE PLAN
43. THIS SUBDIVISION IS IN A ZONE CONTROLLED BY ZONING REGULATIONS. 10. CONTRACTOR SHALL ADHERE TO ALL LOCAL,STATE.FEDERAL.AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND FOLLOWING EVERY RUNOFFPRODUCING RAINFALL EVENT N CASE LESS THAN ONCE EVERY TYPICAL SIGHT TRIANGLE 4 WATEB&SE WEB PLAN
WEEK.ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO M MAAINTT AIN ALL PRACTICES AS DESIGNED.
44.ALL PROPOSED CORNERS ARE TO BE MARKED WITH IRON PIPES WHERE SHOWN. UTILITIES. NOT TO SCALE 5 GRADING,DRAINAGE,&EC PLAN
45.OPEN SPACE SHALL BE MAINTAINED BY THE DEVELOPER UNTIL SUCH TIME AS IT IS DEEDED TO THE PROPERTY 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 6INCHES 611 ROADWAY&SEWER PROFILES S
OWNERS ASSOCIATION. REQUIRED BY LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG STREETS,ROADS,HIGHWAYS,ETC.IT SHALL BE THE CONTRACTOR'S DEEP AT THE FENCE.THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 12A-12B PUMP TI STAON DETAILS
46.PROPOSED EASEMENTS OUTSIDE OF THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE COMMUNITY 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.'COMPLETING NC DEMLR O
PROPERTY OWNER'S ASSOCIATION. LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES. SELF-INSPECTION MONITORING FORMS WEEKLY AND/OR AFTER RAIN EVENTS. 13 ROADWAY&DRAINAGE DETAILS
47 SCHOOL DISTRICTS FOR BRIARY RUN ARE ELEMENTARY-CONTENTNEA'MIDDLE SCHOOL-SAVANNAH:HIGH 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 14-15 WATER 6 SEWER DETAILS
SCHOOL-NORTH LENOIR. ACTIVITIES. MAINTENANCE REQUIREMENTS. 16 EROSION CONTROL DETAILS
48 THIS PROPERTY IS NOT LOCATED WITHIN THE US DEPARTMENT OF INTERIOR'S NATIONAL REGISTER OF HISTORIC 13. 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 17 SEEDING&N IGOI DETAILS ■
PLACES. 14. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TOSE REMOVED SHALL BE PROTECTED. AREAS STABILIZED ACCORDINGLY. 18-20 WET DETENTION BASIN DETAILS I_
LEGEND T PROJECT REVISIONS TjT COVER& VICINITY u
NO. DESCRIPTION BY DATE FINAL DRAWINGS
Property Boundaries&Phase Lines Proposed 2",6",&8"Water Lines -�- Proposed Ditches,Channels,&Swales COPYRIGHT©2023 BY THOMAS ENGINEERING,P.A. OWNER/DEVELOPER
Releasedleasfor permits only,
Lot Boundaries&Corner Nodes N Proposed Water Valve&Box --rlF=- Existing Contours ALL RIGHTS RESERVED.THESE AND DRAWINGS ARE KATCO PARTNERS,LLC. not released for construction. SITE IMPROVEMENTS for
INSTRUMENTS OF SERVICE AND AS SUCH REMAIN 4904 BRIARHILL ROAD
- -- Minimum Building Lines Proposed Reducer Proposed Contours THE PROPERTY OF THOMAS ENGINEERING,P.A. NEW BERN,NORTH CAROLINA 28562 11111 „1I„, WYNCROFT VILLAGE 111
NEITHER THIS DOCUMENT NOR ANY PART OF THIS „`i' ,' SUBDIVISION
--- Centerlines ►F Proposed End of Line Blowoff En_j7{y Temporary Construction Entrance OFFICE:252.637.2727 ,,4� yGINF, �� `vc 8 C0
DOCUMENT MAY BE REUSED,REPRODUCED OR I , ,� .Q'C, t'
------- Proposed Easement Lines `{ ►4 Proposed Fire Hydrant Assembly Temporary Silt Fence&Limits of Disturbance TRANSMITTED IN ANY FORM OR BY ANY MEANS, ?D`'5S'+'', �Sf' W�'
P P y y P ry CONSULTING ENGINEER/SURVEYOR 89 AO �' yam%
rr'ou ELECTRONIC OR MECHANICAL INCLUDING BUT NOT VO +''.<1 Q Av LOCATED IN THE CITY OF KINSTON&CITY OF KINSTON ETJ
-"� - Wetlands • Proposed Water Service ® Temporary Coir Fiber Wattle w/PAM LIMITED TO PHOTOCOPYING,MICROFILMING AND THOMAS ENGINEERING,P.A. F' SEAL -v= _ - AL KINSTON TOWNSHIP-LENOIR COUNTY-NORTH CAROLINA
RECORDING,OR BYANY INFORMATION STORAGEP.O.BOX 1309-1316-B COMMERCE DRIVEIi-C-
- '-2 C-438 CI' 9 0147 s a
O Proposed Sewer Manhole -FM - Proposed Sanitary Sewer Force Mains Temporary Check Dam NEW BERN,NORTH CAROLINA 28563 ° ,� ,`��'1- z
AND RETRIEVAL SYSTEM,WITHOUT PERMISSION IN cOA y,: 1,+ .`co SCALE: 1".1000' DATE 02.20.2023
-ss - Proposed Sanitary Sewer Gravity Mains P.O Proposed Storm Pipe ® Temporary Silt Fence w/Wattle Outlet WRITING FROM THOMAS ENGINEERING,P.A. OFFICE:252.637.2727 FAX [phone] '��/f;,CAF .e i,O milloo�0..
1/47- Proposed Sewer Service r) Proposed Pipe Outlet Protection I I I I11I I I I I I11I I Temporary Coir Fiber Baffle 1 -AL_
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