NCC220949_Site Plan or Location Map_20220308

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GENERAL CONTRACTOR REQUIREMENTS
THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF APPROVED DRAWINGS OF THE WORK SITE AT ALL
TIMES THAT THE CONTRACTOR IS PERFORMING WORK.
THE CONTRACTOR SHALL VERIFY THAT ALL NECESSARY PERMITS FOR CONSTRUCTION HAVE BEEN
OBTAINED PRIOR TO THE START OF CONSTRUCTION.
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.
THE CONTRACTOR SHALL VERIFY EXISTING FIELD CONDITIONS AND REPORT ANY DISCREPANCIES OR
CONFLICTS TO THE ENGINEER PRIOR TO CONSTRUCTION.
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.
THE CONTRACTOR IS DIRECTED TO CONTACT THE UTILITY LOCATION SERVICE AT LEAST 72 HOURS PRIOR
TO BEGINNING CONSTRUCTION.
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.
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.
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.
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.
for
WINTERVILLE - PITT COUNTY - NORTH CAROLINA
EROSION CONTROL NARRATIVE, NOTES, & SCHEDULES
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LIMITS OF DISTURBANCE IS AS SHOWN BY THE SILT FENCE LINE IS ROUNDED UP TO 16 ACRES.
2. EXISTING CONDITIONS:
THE EXISTING SITE IS PRIMARILY CLEARED FIELD WITH SOME WOODED AND ENVIRONMENTALLY PROTECTED LOW-LYING PERIME7
AREAS.
3. SCOPE:
CURRENT: CLEARING & GRUBBING
FUTURE: CONSTRUCTION OF LOCAL SINGLE-FAMILY LOWDENSITY RESIDENTIAL SUBDIVISION.
4. RIVER BASIN:
NEUSE
5. RECEIVING STREAMS:
RECEIVING STREAM FOR THIS PROJECT IS AN UNNAMED TRIBUTARY OF SWIFT CREEK (27-97-(0.5)).
6. POST -CONSTRUCTION STORMWATER MANAGEMENT:
LOTS WILL GENERALLY DRAIN TOWARDS ROADWAY CURB AND GUTTER SECTIONS OR SHEET FLOW TO PROPERTY REARS AND
LOW-LYING AREAS. CURB AND GUTTER SECTIONS WILL BE PIPED TO ONE OF SEVERAL CURB OUTLET GRASSED SWALES AS PER
LOW -DENSITY STORMWATER REQUIREMENTS.
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GENERAL
WORK INCLUDED IN THESE DRAWINGS IS NOT TO BE COMPLETED PRIOR TO PROJECT PERMIT DOCUMENTS BEING OBTAINED. THE
CONTRACTOR SHOULD NOTIFY THE ENGINEER IF QUESTIONS ARISE CONCERNING PERMIT STATUS.
THE CONTRACTOR IS TO SCHEDULE AND HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING
CONSTRUCTION WITH ALL APPLICABLE PARTIES.
THE CONTRACTOR SHALL PERFORM ALL WORKAND CLEARING ACTIVITY IN ACCORDANCE WITH THE NORTH CAROLINA EROSION A
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
THE CONTRACTOR SHALL INSTALL APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO CLEARING, WITH TI-
EXCEPTION OF THOSE OPERATIONS NECESSARY TO INSTALL MEASURES.
THE CONTRACTOR SHALL PROVIDE AND INSTALL SILT FENCING AND OTHER EROSION CONTROL DEVICES TO CONTROL SOIL EROS
PRIOR TO BULK CLEARING OPERATIONS.
ANY DISTURBED AREAS SHALL BE GRADED, TEMPORARILY SEEDED, AND STABILIZED IMMEDIATELY FOLLOWING THE GRADING AR
WHERE CLEARING AND GRUBBING IS COMPLETE.
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.
ALL OPEN BURN PERMITS SHALL BE APPLIED FOR AND OBTAINED BY THE CONTRACTOR PRIOR TO BEGINNING ANY BURNING
OPERATIONS.
NO OPEN BURNING OF CLEARED DEBRIS SHALL OCCUR WITHIN 500 FEET OF AN OCCUPIED RESIDENCE.
PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 14 CALENDAR DAYS (7 DAYS FOR SLOPE
STEEPER THAN 3:1) FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR ALL DI STUFF
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTIC
DEVELOPMENT.
REFER TO SECTION 02270 FOR EROSION CONTROL SPECIFICATIONS.
REFER TO SECTION 02930 FOR SEEDING AND MULCHING SPECIFICATIONS.
NO PERMANENT AND/OR TEMPORARY STRUCTURAL HAUL ROADS ARE PLANNED FOR THE CLEARING & GRUBBING ACTIVITY.
CONSTRUCTION SEQUENCE
SCHEDULE AND HOLD PRECONSTRUCTION CONFERENCE.
INSTALL PERMIT SIGNING, JOB BOX WITH APPROVED PLANS, AND RAIN GAUGE AT THE PROJECT ENTRANCE.
INITIALLY PERFORM ONLY THAT CLEARING NECESSARY TO INSTALL PERIMETER EROSION CONTROL MEASURES AS SHOWN ON THc
PLANS, WHICH INCLUDES BUT IS NOT LIMITED TO TEMPORARY CONSTRUCTION ENTRANCE AND SILT FENCING, PRIOR TO ANY BULK
CLEARING AND GRUBBING OPERATIONS.
INSTALL TEMPORARY CONSTRUCTION ENTRANCE AT REQ'D LOCATIONS.
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.
BEGIN SITE LOGGING, CLEARING, GRUBBING, AND STRIPPING ORIGINALLY ONLY AT THE AREAS NECESSARY FLAGGED AS NECESSARY
TO INSTALL THE TEMPORARY SEDIMENT BASINS, IF REQ'D.
INSTALL SKIMMER SEDIMENT BASIN WITH BAFFLE, SKIMMER, AND OVERFLOW SPILLWAY WEIR AS SIZED AND PROVIDED IN THE
DETAILS.
COMPLETE SITE CLEARING UPSTREAM OF THE TEMPORARY SEDIMENT BASINS AND INSTALL TEMPORARY DIVERSION DITCHES WITH
WATTLES AND TEMPORARY SEEDING AS SOON AS THESE AREAS ARE CLEARED.
THE WORK AREA 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
WORK AREA.
MAINTAIN ALL STORMWATER DRAINAGE INTO THE SKIMMER SEDIMENT BASINS DAILY.
FINISH ALL SLOPES AS SOON AS ROUGH GRADING IS COMPLETE. LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND
MULCH IMMEDIATELY AFTER PHASE CLEARING & GRUBBING IS COMPLETE.
AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES.
ANY FILL MATERIAL NECESSARY TO COMPLETE PROJECT GRADING WHICH IS NOTABLE TO BE GENERATED FROM THE SITE SHALL BE
OBTAINED FROM AN APPROPRIATELY PERMITTED BORROW FACILITY.
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 61NCHES 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 WEEKLY AND/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 INSPECTED AND ANY DEFICIENT AREAS STABILIZED ACCORDINGLY.
1. BOUNDARY INFORMATION AS SHOWN IS AS PROVIDED ON THE 'BOUNDARY SURVEY FOR
NOLAN COMMERCIAL CONTRACTORS, INC. "AS PREPARED BY HERBERT J. NOBLES, JR., PLS
(#L-2703), DATED JANUARY 10, 2022, AND RECORDED IN PLAT BOOK 87, PAGE 191 OF THE PITT
COUNTY REGISTRY.
2. DEED REFERENCE: DB 4231, PG 685.
3. NCPIN# 4665712299, 4665712692, & 4665615975.
4. PARCEL# 19880, 80704, & 82582.
5. CURRENT ASSIGNED PROPERTYADDRESS IS 2668 RED FORBES ROAD, WINTERVILLE, NC, 28590.
6. ZONING IS R-10.
7. TOTAL PROJECT ACREAGE IS 22.73 AC ±.
8. TOTAL DISTURBED ACREAGE IS ROUNDED UP TO 16 AC.
9. SITE ENTRANCE COORDINATES ARE LAT 35.529451' N, LONG-77.728553'W.
10. THE EXISTING SITE IS PRIMARILY CLEARED FIELD WITH SOME WOODED AND
ENVIRONMENTALLY PROTECTED LOW-LYING PERIMETER AREAS.
11. ANYAERIAL IMAGES PROVIDED ARE FOR ILLUSTRATIVE PURPOSES ONLY AND MAY OR MAY
NOT ACCURATELY REFLECT ACTUAL FIELD CONDITIONS.
12. ELEVATIONS ARE BASED ON NAVD 88.
13. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
14. PROPOSED FUTURE PROJECT IS LOW DENSITY, WITH LESS THAN 24% CO VER AND GENERALLY
A CURB OUTLET SWALE SYSTEM.
15. PORTIONS OF THIS THIS PROJECT SCALES WITHIN ZONE 'X' AND ZONE 'AE" AS PER FLOOD
INSURANCE RATE MAP 3720466500K, ALL DATED JULY 07, 2014 AS ESTABLISHED BY FEMA.
HOWEVER, LOT BUILDING ENVELOPES DO NOT FALL WITHIN THE 100 YEAR FLOOD LINE. THIS
REPORT IN NOWAY SUPERCEDES THE ABOVE MENTIONED FIRM.
16. BASE FLOOD ELEVATION DOWNSTREAM OF THIS PROJECT IS 53.01
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17. BLUE -LINE STREAMS EXIST ON THIS TRACT AND AREAS SHOWN.
18. SECTION 404 WETLANDS EXIST ON THIS TRACT AND AREAS SHOWN. THESE AREAS WILL NOT
BE IMPACTED AS A PART OF THIS WORK WETLANDS DELINEATION IS AS PROVIDED BY PITTMAN
SOIL CONSULTING DATED AUGUST 31, 2021.
19. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL CONCERN.
20. THIS SITE IS IN THE NEUSE RIVER BASIN.
21. RECEIVING STREAM FOR THIS PROJECT IS AN UNNAMED TRIBUTARY OF SWIFT CREEK
(27-97-(0.5)).
22. EXISTING AND PROPOSED WATER SERVICE OWNER IS BELL-ARTHUR WATER CORPORATION.
23. EXISTING AND PROPOSED SEWER SERVICE OWNER IS THE TOWN OF WINTERVILLE.
24. REFUSE SERVICE TO BE PROVIDED BY THE TOWN OF WINTERVILLE.
25. ELECTRICAL TO BE DESIGNED AND PROVIDED BY GUC.
26. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC. UTILITIES SHALL BE BY OTHERS. ALL
UTILITIES TO BE LOCATED UNDERGROUND.
27. PROPOSED GRADING AND TOPOGRAPHY TO BE SHOWN ON FULL CONSTRUCTION PLAN AND
PROFILE DRAWINGS.
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note
Know what's below.
Call before you dig.
SCHEDULE OF DRAWINGS
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1 COVER & VICINITY
2 CLEARING & GRUBBING PLAN
3 EROSION CONTROL DETAILS
4 NCG01 DETAILS
® PROJECT REVISIONS
NO. DESCRIPTION I BY I DATE
OWNER & DEVELOPER
NOLAN COMMERCIAL CONTRACTORS, INC
754 RAMSEY ROAD, SUITE F
JACKSONVILLE, NC 28546
OFFICE: 910.219.4770
CONSULTING ENGINEER/SURVEYOR
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 MAYBE 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 DRA WINGS
Released for permits only,
not released for construction.
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COVER & VICINITY
VILLA GRANDE
PHASE THREE
WINTERVILLE - PITT COUNTY - NORTH CAROLINA
SCALE: 1 ' = 1000' 1 DATE: 01.19.22
PROJECT #: 2015-004 1 SHEET. 01 of 04
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