NCC215363_Site Plan or Location Map_20210930

GENERAL CONTRACTOR REQUIREMENTS
1. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF APPROVED DRAWINGS OF THE WORK SITE AT
ALL 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 VERIFY EXISTING FIELD CONDITIONS AND REPORT ANY DISCREPANCIES OR
CONFLICTS TO THE ENGINEER PRIOR TO CONSTRUCTION.
5. 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.
6. THE CONTRACTOR IS DIRECTED TO CONTACT THE UTILITY LOCATION SERVICE AT LEAST 72 HOURS
PRIOR TO BEGINNING CONSTRUCTION.
7. 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.
8. 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.
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.
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.
GENERAL NOTES AND SITE DATA
1. BOUNDARY INFORMATION AS SHOWN IS AS PROVIDED ON THE "RE -SURVEY OF LOTS 3, 1C
PORTION OF LOT 15 H. C. HARGETT (SUBD) 1.053 ACRE & 28.510 SQ. FT. PARCELS FOR THE
CLUB, LLC."AS PREPARED BYJERRY RYAN PLS (#L3302), DATED JUNE 27, 2005, AND REC(
PLAT CABINET H, SLIDE 24-H OF THE CRAVEN COUNTY REGISTRY.
2. DEED REFERENCES: DB 2327, PG 688 & DB 2327, PG 696.
3. PARCEL ID# 7-035-002 & 7-035-030.
4. CURRENT PROPERTY ADDRESS IS 4016 E US HWY 70.
5. PROPERTY ADDRESSES HAVE NOT YET BEEN ASSIGNED AND TO BE ADDED ONCE PROJEi
APPROVED AND ASSIGNED BY THE CRAVEN COUNTY.
6. TOTAL PROJECT ACREAGE IS 50.49 AC +.
7. THE EXISTING SITE IS PRIMARILY CLEARED FIELD.
8. ANYAERIAL IMAGES PROVIDED HEREIN ARE FOR ILLUSTRATIVE PURPOSES ONLYAND Mf
ACCURATELY REFLECT ACTUAL FIELD CONDITIONS.
9. ALL COMMON AREAS AS SHOWN ARE TO BE DEDICATED TO THE PROPERTY OWNER'S
ASSOCIATION.
10. ELEVATIONS ARE BASED ON NAVD 88.
11. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
12. PROPOSED PROJECT IS HIGH DENSITY, WITH MORE THAN 24% COVER, AND PROPOSED V
DETENTION BASIN STORMWATER CONTROL MEASURE.
13. THIS PROJECT DOES NOT SCALE WITHIN THE 100-YR FLOODPLAIN OR FLOODWAYAND SC
WITHIN ZONE "X" AS PER FLOOD INSURANCE RATE MAP 3720549700K, DATED JUNE 19, 202
ESTABLISHED BY FEMA. THIS REPORT IN NO WAY SUPERCEDES THE ABOVE MENTIONED 1
14. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL CONCERN.
15. RECEIVING STREAM FOR THIS PROJECT IS AN UNNAMED TRIBUTARY OF BRICES CREEK
(27-101-40-(1)).
16. THIS SITE CONTAINS NO KNOW BLUE -LINE STREAMS AND/OR ASSOCIATED BUFFERS AS P
NCDEQ ON -SITE DETERMINATION # 2010-0965 V2.
17. NO KNOWN SECTION 404 WETLANDS EXIST ON THIS TRACT.
18. DRAINAGE AND UTILITY EASEMENTS ARE AS FOLLOWS:
A. 10 FOOT EASEMENTS ALONG ALL RIGHTS -OF -WAY.
B. 10 FOOT EASEMENTS CENTERED ALONG ALL SIDE LOT LINES.
C. 10 FOOT EASEMENTS ALONG ALL REAR LOT LINES.
D. OTHER EASEMENTS AS SHOWN.
19. TYPICAL MINIMUM BUILDING SETBACKS ARE AS FOLLOWS:
A. 20 FOOT FRONT SETBACKS
B. 5 FOOT SIDE SETBACKS
C. 15 FOOT REAR SETBACKS
D. OTHER SETBACKS AS SHOWN AND NOTED.
20. PLOT PLANS FOR ANY GIVEN LOT MAY BE REQUIRED BY CRAVEN COUNTY.
21. ALL SINGLE FAMILY DETACHED LOTS SHALL PROVIDE A MINIMUM OF TWO (2) OFF-STREET
PARKING SPACES.
22. THE TOTAL NUMBER OF LOTS IN "CAROLINA CLUB" IS 175.
23. THE AVERAGE LOT SIZE IN "CAROLINA CLUB" IS 8,681 SF.
24. THE MINIMUM LOT SIZE IN"CAROLINA CLUB" IS 6,617 SF.
25. THE TOTAL LENGTH OF STREETS IS 7,354 LF +.
26. THE AVERAGE LOT WIDTH IN "CAROLINA CLUB" IS 60 LF.
27. SITE TABULATION:
LOTS: 34.88 ACRES
COMMON AREA/OPEN SPACE: 5.35 ACRES
RIGHTS OF WAY: 10.26 ACRES
TOTALS 50.49 ACRES
28. ALL PROPOSED CORNERS ARE TO BE MARKED WITH IRON PIPES, UNLESS OTHERWISE SHOWN.
29. OPEN SPACE S & COMMON AREAS SHALL BE MAINTAINED BY THE DEVELOPER UNTIL SUCH TIME
AS THEYARE DEEDED TO THE PROPERTY OWNERS ASSOCIATION.
30. PROPOSED WATER SERVICE OWNER IS CRAVEN COUNTY.
31. PROPOSED SEWER SERVICE OWNER IS THE CITY OF NEW BERN.
32. REFUSE SERVICE TO BE PROVIDED BY GFL.
33. PROPOSED WATER AND SEWER SERVICE LOCATIONS AREAS SHOWN.
34. FIRE HYDRANTS ARE TO BE INSTALLED AT INTERVALS NOT TO EXCEED 500 FEET FROM ANY LOT.
35. ELECTRICAL TO BE DESIGNED AND PROVIDED BY DUKE ENERGY PROGRESS OR THE CITY OF NEW
BERN (OWNER OPTION).
36. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC. UTILITIES SHALL BE BY OTHERS. ALL
UTILITIES TO BE LOCATED UNDERGROUND.
37. PROPOSED GRADING AND TOPOGRAPHY TO BE SHOWN ON FULL CONSTRUCTION PLAN AND
PROFILE DRAWINGS.
38. PROPOSED STORM DRAINAGE SHALL BE A COMBINATION OF REINFORCED CONCRETE PIPE AND
HIGH DENSITY POLYETHYLENE (HP) PIPE.
39. STATE OF NC SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED.
40. STATE OF NC STORMWA TER PERMIT IS REQUIRED (HIGH DENSITY).
41. PUBLIC WATER SUPPLY (PWS) PERMIT IS REQUIRED.
42. SEWER EXTENSION PERMIT IS REQUIRED.
43. NCDOT SUBDIVISION PLAN APPROVAL AND ACCESS PERMITS ARE REQUIRED.
44. STREET SIGNS ARE TO BE ADDED TO THE STREETS UPON SITE WORK COMPLETION.
45. THIS SITE CONTAINS NO KNOWN PROPERTY OR BUILDINGS ON THE U.S. DEPARTMENT OF
INTERIOR'S NATIONAL REGISTER OF HISTORIC PLACES.
SITE IMPROVEMENTS for
CAROLINA CLUB SUBDIVISION
"A PLANNED UNIT DEVELOPMENT"
TOWNSHIP NO. 7 - CRAVEN COUNTY
NEW BERN, NORTH CAROLINA
SCHEDULE OF DRAWINGS
SHEET
NAME
1
COVER & VICINITY
2
EXISTING SITE
3
PROPOSED SITE PLAN
4
WATER & SEWER PLAN
5
GRADING, DRAINAGE, & EC PLAN
6-15
ROADWAY& SEWER PROFILES
16
ROADWAY& GRADING DETAILS
17-18
DRAINAGE DETAILS
19
WET DETENTION BASIN DETAILS
20-21
WATER SYSTEM DETAILS
22
SEWER SYSTEM DETAILS
23-24
EROSION CONTROL DETAILS
25
NCG01 DETAILS
26
OLD CHERRY POINT ROAD WIDENING
27
WIDENING CROSS -SECTIONS
Ir PROJECT REVISIONS
NO. DESCRIPTION I BY I DATE
CURRENT PROPERTY OWNER
THE TURF CLUB, LLC.
310 CRAVEN STREET
NEW BERN, NC 28563
PHONE: [phone]
DEVELOPER
NOLAN COMMERCIAL CONTRACTORS, INC.
754 RAMSEY ROAD SUITE F
JACKSONVILLE, NC 28546
PHONE: [phone]
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 © 2021 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 BY ANY INFORMATION STORAGE
AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN
WRITING FROM THOMAS ENGINEERING P.A.
FINAL DRAWINGS
Released for pennits only,
not released for construction.
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COVER & VICINITY
CAROLINA CLUB
SUBDIVISION
0• "A PLANNED UNIT DEVELOPMENT"
• ° TOWNSHIP NO. 7 - CRAVEN COUNTY - NORTH CAROLINA
SCALE: 1 " = 1000' DATE: 09.03.21
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