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i HEREBY CERTIFY THAT THE PLANNING COMM;SSION OF CARTERET
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COUNTY APPROVED ON THE DAY OF 20 _� 4'' `` ` / �,� 1 35' R I
THE PRELIMINARY PLAN OF SUBDIVISION AS SHOWN ON THIS PLAT.:;.;:;.a --- I Z�+' �l /
PRELIMINARY APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM ��`� y` y` 5"'''` -"` § i �+i
THE ABOVE DATE OR AS ESTABLISHED UNDER THE VESTED RIGHTS 41t-f
PROCEDURES, IF APPLICABLE.
THIS IS TO CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY DIRECTION AND SUPERVISION FROM AN ®%14511111:1Edd
ACTUAL FIELD LAND SURVEY PERFORMED UNDER -.0 Q\ C,P-,RO'
MY DIRECTION AND SUPERVISION THAT THE ERROR rv4av % PIING COMMISSION CHAIR DATE
OF CLOSURE AS CALCULATED BY LATITUDES AND ,m`����°,#E; ,
DEPARTURES IS 1:10,000,THAT THE BOUNDARIES �tl
NOT SURVEYED ARE SHOWN AS DASHED LINE; THAT Z SEAL
THIS MAP WAS
G.S. 47- ENDED. PREPARED IN ACCORDANCE WITH �M
WITN S MY HAND AND SEAL THIS 9th DAY �,0
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NORTH CAROLINA, PITT COUNTY�� e a
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I A NOTARY PUBLIC OF THE COUNTY AND STATE ............. :<<i 48 38 .:.
AFORESAID, CERTIFY THAT MICHAEL WEST BALDWIN,
A PROFESSIONAL LAND SURVEYOR, PERSONALLY M� M� ��`'� = O;'
FORE ME THIS DAY AND +�" BEACH ACCESS AREA
APPEARED BE
ACKNOWLEDGED THE EXECUTION OF THE M� _ O
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INSTRUMENT. h M� Mti - = 0
FOREGOING ,�,M '
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WITNESS MY HAND AN SEAL THIS 9th DAY' @��N` O
OF OCTOBER, 2003. ���®e � .� � y� z;:•:, °::-,_ �:-:a�zE,...
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SITE DATA
NEUSE RAVER BEACH ACCESS
353.88 AC.
TOTAL AREA . . . . . . . . . . . . . . . . -"`-k-
NUMBER OF LOTS CREATED . . . . . . • . . . 74 �'
B�CREu AREA IN OPEN SPACE . 1.67 AC, �.� �� � �`'`�` .�'`�`, � '�'�•
R+ LINEAR FEET IN STREETS . . . . . 9,443 LF
50,j,,,
AREA IN NEWLY DEDICATED R/W S. . . . . 13.43 AC.'' -
REQUIRED RECREATION AREA . . . . . . . . 0.86 ACBEACH ACCESS AREA M� ;
RECREATION AREA PROVIDED 8.41 AC. ......;;..
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SHEET INDEX
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SHEET
1
OF
14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION
CONTROL PLAN
SHEET
2
OF
14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION
CONTROL PLAN
1 e
..
SHEET
3
OF
14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION
CONTROL PLAN
SHEET
4
OF
14-PRELIMINARY PLAT,COMPOS:TE MAP & EROSION
CONTROL PLAN
..
SHEET
5
OF
14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION
CONTROL PLAN
SHEET
6
OF
14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION
CONTROL PLAN
SHEET
7
OF
14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION
CONTROL PLAN
'
SHEEP
8
OF
14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION
,:
CONTROL PLAN
_-
'-_ '-LOGGING ROPD-Jl
SHEET
9
OF
14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION
CONTROL PLAN
---
SHEET
10
OF
14-PLAN & PROFILE, MERRIMON BAY DRIVE, STA.
0+00.00 TO STA. 25+22.63
=
SHEET
11
OF
14-PLAN & PROFILE, BEACHWOOD DRIVE, STA. 0+00.00 TO STA, 28+07.72
SHEET
12
OF
14-PLAN & PROFILE, BEACHWOOD DRIVE, STA. 28+07.72 TO STA. 50+77.114
SHEET
13
OF
14-PLAN & PROFILE, BEACHWOOD DRIVE, STA. 50+77.114 TO STA. 65+140.08
SHEET 1 OF 14
H VIEW A. 0+00.00 TO STA. 3+6 .00
BEACH E DRIVE, STA. 0
CPEN AREA
SHEET
14
OF
_
14 EROSION CONTROL DETAILS
HIGHLIGHTED AREA
ENCOMPASES THE
354 ACRES
PRELIMINARY PEAT, COMPOSITE MAP
8c EROSION CONTROL PLAN 4A BEFORE YOU DIG.....
/� .` North Carolina One -Call Center, Inc.
MERRIMOiVB�1 Y ''I'X, Call 48 Hours Before lo Dig!
SECTION 1
NAP-ppiKAnNI Tn\A/Ni�HIP rARTFRFT rnHNITY
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CONSTRUCTION NOTES GENERAL NOTES DVm
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1. PAVED AREAS SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY EXCEPT FOR 1. THIS MAP IS OF A SURVEY THAT CREATES A SUBDIVISION OF LAND a son so' IR%w 1
THE TOP 6" OF SUBGRADE WHICH SHALL BE COMPACTED TO 1007. MAXIMUM DRY WITHIN A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT
EXCESS SPOIL T-RDM ROAD CONSTRUCTION TO BE DENSITY IN ACCORDANCE WITH AASHTO-T99. REGULATES PARCELS OF LAND. "o
SPREAD EVENLY ON LOTS WITHIN THE CONSTRUCTION 2. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 520 2. ALL ARC CALCULATED BY COORDINATE GEOMETRY. i I I
„ OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990. 3. NO POINTS SET ALONG ADAMS CREEK, GARBACON CREEK OR 'JAN 0 5. 2004 I
LIMITS IN 6 (MIN.) LIFTS. (SEED WITHIN 15 DAYS) 3. BITUMINOUS CONCRETE SURFACE COURSE SHALL BE TYPE 1-2 CONFORMING TO NEUSE RIVER UNLESS OTHERWISE NOTED. i
SECTION 645 OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990.
I
" 4. THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA
4. GRADING SHALL BE IN ACCORDANCE WITH SECTION 226 "ROADWAY EXCAVATION AS DETERMINED - BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY.
OF THE NCDOT STANDARD SPECIFICATIONS DATED JANUARY 1, 1990. OFFSETLEGEND 5. REINFORCED CONCRETE PIPE SHALL CONFORM TO SECTION 310 "CONCRETE ZONE AE, ELEV. 8.00, REF: FIRM 3720648400 P, DATED: 12/16/2002 PIPE CULVERT" OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990. AND FIRM 3720740400 P, DATED 12/16/2002. CUL- DE -SAC DETAIL
R/W = RIGHT-OF-WAY 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING 5. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES, NO GRID
MBL = MINIMUM BUILDING LINE UTILITIES AND SHALL NOTIFY NC ONE CALL (1-800-632-4949) AT LEAST 48 FACTORS HAVE BEEN APPLIED.
B/B = BACK OF CURB TO BACK OF CURB 6. ELECTRICAL SUPPLY TO BE PROVIDED BY PROGRESS ENERGY.
HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTING UTILITIES
EIP = EXISTING IRON PIPE IN THE AREA MAY BE FLAGGED OR STAKED. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND.
SIP = SET IRON PIPE 8. WATER SUPPLY TO BE PROVIDED BY INDIVIDUAL LOT WELLS.
ECM = EXISTING CONCRETE MONUMENT 7. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR 9. SEWAGE DISPOSAL TO BE PROVIDED BY INDIVIDUAL SEPTIC TANK
EPKN = EXISTING PARKER KALON NAIL THE CONSTRUCTION OF THE ROADWAY, DRAINAGE, WATER UTILITIES AND SEEDING SYSTEMS.
SPKN = SET PARKER KALON NAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE AND FINAL 10. NCDOT DRIVEWAY PERMIT IS REQUIRED.
R = RADIUS PAYMENT FROM THE OWNER. 11. EROSION CONTROL PLAN IS REQUIRED.
CH = CHORD 12. LOW DENSITY STORM WATER PERMIT IS REQUIRED. O CTO B E R 9, 2003
PC = POINT OF CURVATURE CONSTRUCTION SCHEDULE: 13. MINIMUM LOT SETBACKS ARE AS FOLLOWS: 400' 200' 0 400' 800' 1200'
PT = POINT OF TANGENCY FRONT = 20'
PCC = POINT OF COMPOUND CURVATURE 1. OBTAIN ALL PLAN APPROVALS AND PERMITS.
PRC = POINT OF REVERSE CURVATURE 2. HOLD PRECONSTRUCTION CONFERENCE WITH THE OWNER, PROJECT
SIDE = 10' GRAPHIC SCALE: 1"=400'
NPS = NO POINT SET ENGINEER, CONTRACTOR AND A REPRESENTATIVE FROM DEHNR. SIDE STREET = 20'
PP = POWER POLE 3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AS REAR = 30'
TPED = TELEPHONE PEDESTAL SPECIFIED ON PLANS. 14. THIS SITE IS LOCATED IN THE SOUTH RIVER/MERRIMON FIRE
INV = INVERT 4. CLEAR ROAD RIGHT-OF-WAYS AND SLOPES OF EXISTING DITCHES DISTRICT.
TC = TOP OF CURB TO BE REGRADED. 15. ALL ROADS ARE DESIGNATED AS PUBLIC AND WILL BE BUILT TO
EP = EDGE OF PAVEMENT 5. INSTALL SEDIMENT TRAPS AND CHECK DAMS AS SPECIFIED ON Pl:a.*+�. NCDOT STANDARDS.
TB = TOP OF BANK 6. ROUGH GRADE ROADS AND INSTALL STORM DRAINAGE PIPING. 16. COMMON AREAS TO BE MAINTAINED BY THE HOMEOWNERS
C/L = CENTERLINE 7. INSTALL EROSION CONTROL DEVICES AROUND PIPE ENDS. ASSOCIATION.
MH = MANHOLE 8. UNDERCUT ROAD AND BACK FILL WITH SELECT MATERIAL. 17. EXISTING LAND USE OF THE SUBJECT PROPERTY IS WOODED.
FH = FIRE HYDRANT 9. FINE GRADE SUBGRADE AND PLACE CABC. 18. ALL LOTS TO BE 80' MINIMUM AT THE PLATTED MBL. MINIMUM
WV = WATER VALVE 10. DRESS -UP ALL EXPOSED SLOPES.
k GV GATE VALVE 11. SEED ALL EXPOSED AREAS. BUILDING LINE WILL BE ADJUSTED ON FINAL PLAT.
oF, BV = BALL VALVE 12. PAVE ROAD. 19. ALL ELEVATIONS ARE RELATIVE TO NATIONAL GEODETIC VERTICAL DATUM
(NAVID 88)
RCP = REINFORCED CONCRETE PIPE
CMP =CORRUGATED METAL PIPE 20. THERE IS NO RIGHT TO BUILD UPON OR OTHERWISE IMPROVE ANY OF REVISED: 12 DW 18 03
CB CATCH BASIN MAINTENANCE PLAN THESE LOTS UNTIL A VALID WRITTEN IMPROVEMENT PERMIT HAS BEEN / / ( Q COMMENTS)
OBTAINED FROM THE HEALTH DEPARTMENT AS REQUIRED BY STATE LAW. REVISED: 12/12/03(NCDOT COMMENTS)
_ FLAN OUT D SECTION
CO 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED C? COREVISED: 10/20 03 SEPTIC LOTS
CO CLEAN CONTACT THE CARTERET COUNTY ENVIRONMENTAL HEALTH DIVISION / ( )
SS = SEWER SERVICE STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING CONCERNING LOT SUITABILITY FOR ON -SITE SUBSURFACE SEWAGE TREATMENT
WM = WATER METER RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDS AND DISPOSAL SYSTEMS. TOTAL DISTURBED AREA=391.1 ACRES f
NTS = NOT TO SCALE REPAIR WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS 21. THE LOCATION SHOWN FOR DESIGNATED SEPTIC SYSTEM AREAS ARE
NOT TO SCALE DESIGNED. APPROXIMATE. APPROVAL AND DESIGNED AREA INFORMATION FOR SUBSURFACE
�= WATER 2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOmz SANITARY SEWAGE SYSTEMS IS REPRODUCED FROM INFORMATION SUPPLIED BY
NWL = NORMAL WATER LEVEL 0.5 FEET DEEP. THE CARTERET COUNTY HEALTH DEPARTMENT AND THE SURVEYOR/ENGINEER PIN MAP# 6494-02-89-0499
OR WARRANTY AS TO THE ACCURACY OF SUCH
MAKES NO REPRESENTATIONS C
L'= FERTILIZED, AS NECESSARY
�:= 404 WETLANDS AREA 3. ALL SEEDED AREA WILL BE ':D INFORMATION.
MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATIVE PLAN Tc OWNER/DEVELOPER: GREENVILLE TIMBERLINE, LLC B Baldwin and ASSOCIATES
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ENGINEERING, LAND SURVEYING
= CAMA AREA 4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED Ul: ' 150 EAST ARLINGTON BOULEVARD, SUITE E /IC AND PLANNING
COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES. GREENVILLE, NC 27858 A 1015 CONFERENCE DRIVE
ri REENVILLE NC, 27858
[phone] 252) 756-1390
C&G FILE: MERRIMON CAD FILE; Me6mon sheet 1
OFILE# 03-143
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C&G FILE: MERRIMON FILE# 03-143

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PRELIMINARY PLAT, COMPOSITE MAP
& EROSION CONTROL PLAN
I
. JVEW"MOWNAY,
SECTION 1
REFERENCE: DEED BOOK 1007, PAGE 409
OF THE CARTERET COUNTY REGISTRY
MERRIMON TOWNSHIP, CARTERET COUNTY, NORTH CAROUNA
OWNER: GREENVILLE TIMBERLINE, LLC
ADDRESS:150 EAST ARLINGTON BOULEVARD, SUITE E
GREENVILLE, NC 27858
PHONE: [phone]
-
B Baldwin and ASSOCIATES DESIGNED: MW8 APPROVED: MWB
ENGINEERING, LAND SURVEYING
/T AND PLANNING c)RAWN: KWH DATE: 10/09/03
1 15 CONFERENCE DRIVE . - ff
A GREENVILLE NC, 27858
- . [phone] FCCHECKED: MWB I SCALE: 1" = 100' I
ACAD 2000., Merrimon Bay Comp
C&G FILE: MERRIMON FILE# 03-143