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APRON DESIGN-" 14 0=81.28 CFS
' TRIANGLE TYP) G 1k I < < ~o~ - - 71) R8 ~M~DTH 0 FES=10.5' - - WIDTH 0 END= 10.5' Baldwin and ASSOCIATES DESIGNED: MWB APPROVED: MWB 25.5
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~ ~q , % ~ r0 6.1 x6 ~ P~ ~ 50' NEUSE RIVER ~~~~`l A ~~~~i! / 1Q ~ RIPARIAN BUFFER ~ r° Rv( ~i
J6„ ~ _ i Y~ o p cMO 8,8 SD' ~ O oeo a atigo~yy ~'i 6Q f- W S 9
2 08
SQ , x5. x5.6 x5.2 ~r0 % / ~1 p , s;~~::rc;::r;- ~ 11 SEA
T~ 5
~`EiP ' :w:SEPTIC~ ~ . ° ~ 7p ~ ~ 43~' '"fir." ,ax•;-...__--_.-.°r" ~ . w
WOODED , s. ~ s~SYSTEM!~;=vy] ~ ~VFa~ 1~r~Y}-~ 9~+ w "~`~;'"'`')`;``-4n:~E'E , s°a v` REVISED: 12/18/03(DWQ COMMENTS) ~~`•+3£a;=.s:-r_:" ~ ~:~~i,:x:dt::rv:;!sreturFYk~ ro- _ ~ C ,,t~ ~:~Pre»x:.xz;~uY~~'' I N ~ ~•vra:rr,,,~rk:~hvr~F,A!:a4xw N Ie~ r
WEYERHAEUSER COMPANY ~:i:~~rSEPTI__r~P=°~-~2~ ~ 4;i;~'.•i:tdnr:~r: i\ ~ra~j;~l,llt~+ REVISED: 12/12/03(NCDOT COMMENTS)
CARTERET 15 OB 576, PG 477 1 sSYSTEM~`-= ~`'"`~`=~'~w'<''-"~ REVISED: 11 04 03 DENR REVISIONS Er'-.;•i~I??~~- a N
1.971 ACRES r _ REVISED: 10/22/03(TRC COMMENTS)
~S ~S• ~~~5 ~ -'~s': REVISED: 10/20/03(SEPTIC LOTS) 60 ~x~~d
~8' J4 83 r Xo R.~„~~ 100' 50' o loo' 200' soo' 9 ~ ; 3.803 ACRES ~ r~ d-
G q `w~.wrza~ a GRAPHIC SCALE: 1" = 100'
~ s ~ .`;v. ° SHEET 6 OF 14
' ~ PRELIMINARY PLAT COMPOSITE MAP s dt~~ , BENCHMARK 4s mild. • I-
EXISTING NAIL IN 14" PINE " w & EROSION CONTROL PLAN ELV.=8.oa s w
Q APRON DESIGN-FES 20 2 0-5.62 CFS ~ EIP N s.l WIDTH 0 FES=4.5'
x WIDTH 0 END=11.5' ~ w
~ _ w LENGTH-10' ::,t:~~. ~ DEPTH=22" 404 wETLANDS
s, WEIGHT=7 TONS BOUNDARY 'rii*: SECTION 1
s.s 1 \'~S 40LF 18" RCP 00.30x l'~ ? REFERENCE: DEED BOOK 1007 PAGE 409 ~S• WITH 2-FES '
46' SEOIMENI~TRAP 43 SEDIMENT TRAPS - OF THE CARTERET COUNTY REGISTRY S VOLUME .270 & • w
8 VOLUME : 1626 CF - Z w~ SIZE : L=45' s1zE : L=2o'Mfi J MERRIMON TOWNSHIP CARTERET COUNTY NORTH CAROtJNA
SEDIMENT TRAP 41~~~ 40 W=12 53 D-7 404 WETLANDS = ~ ~
VOLUME :1626 CF ~ D°3 ~'l~-_ 2s ~ OWNER: SIZE : L=45' ~ ~ GREENVILLE TIMBERLINE, LLC
W=12 ~ ~Cn. • 4.ezrf Q
D-3' FE ADDRESS: 150 EAST ARLINGTON BOULEVARD, SUITE E
oy ~h 5.50 R=35' GREENVILL APRON DESIGN-FES# 19' K i 3.09 E, NC 27$58
Q=5.62 CFS FE x WIDTH ® FES=4.5' a.sa PHONE: (252) .355-9288
WIDTH ®END= 11.5' 52x FE LENGTH= 10' INV 1 t6 .30Xx 4.73
DEPTH=22 Baldwin and ASSOCIATES DESIGNED: MWB APPROVED: MWB WEIGHT=7 TONS B
s Ado OPEN AREA ENGINEERING, LAND SURVEYING
SEDIMENT TRAP# 42 AND PLANNING DRAWN: KWH DATE: 10/09/03 VOLUME : 306 CF BENCHMARK g q
SIZE : L=20' EXISTING NAIL IN 12 PINE ` ~06 S8 64 1015 CONFERENCE DRIVE W=8' ELV =7.15 ~T o A GRE NVILLE NC, 27858
D=2' oT " (252 756-1390 CHECKED. MWB SCALE: i = 100'
ACAD 2000: Merriman Bay Comp
C&G FILE: MERRIMON FILE# 03-143

SITE DATA
BEACH ACCESS AREA
TOTAL AREA. ...353.88 AC. ~.,v,
REATED 74 NUMBER OFLOTSC ~ ~ ~ ~ ~ mot. ,
e AREA IN OPEN SPACE... .1.67 AC. -,fir : ~ ~ ~
4 ~ ~ LINEAR FEET IN STREETS .9,443 LF ~ ~ i
5~ ~ ~ ~ AREA IN NEWLY DEDICATED R/W S. ..13.43 AC. ~ ~ ~ ~ ~ ~ ~ ~ '
~ REQUIRED RECREATION AREA ...0.86 AC ~ M^ ~ ~ BEACH ACCESS AREA ~ ~ ~ ~
RECREATION AREA PROVIDED 8.41 A . ~ ~

s x. .MJ~ W b " ~ 60 lv~l. ~ ~
~ ~ RW ~ ~ ~ AAA M~ ~ ~ e; rx?"'~.. JIG SIG ~ ~ ~ SIG JIG . t ~ F~ ~~'~5.
~ ~ .y(, yS' :q~-.p~+,{.},}Ae".iRTiiS ...~:':.1~ JIJIII yr .r, V l 1 '
u JAM ~ ~ •Yc
g~.1~` ~5 ~ ~M .....r-. e « Y,. ~~x tt. ~
~ JIG ~ ~ JIG ~ ~ ~ 11G ~ ~ ~ ~ etc, ,rz=~. p ,1y 3~-u~~' ~ ~ x-
8' s' ~a' ~ ~ ~ ~IG ~ ~ ~i ~t~ 4~~ e°~ J.J~J~ U G JIG .z ~ o z
~ DITCH SHOULDER PAVEMENT SHOULDER DITCH ~ ~ ~ ~ ~ ~ ~ FUTURE DEVELOPMENT , $ ~
~ ~ ~ ~ ~ ~ ~ hTnti.
EXISTING GRADE yc ~ .Yc ~ ~ ~ ~ ~ , FOpT 1 4" PER FT. 1" PER ~y` ~ ~"`=``"4~'. t" PER v. T.v rs, OOT t.: • ~ JIG ~ ~ JIG '`'`t~ m~ CEMETERY M~
~::••-Y ~ f:= ee:.•x ~ ~t
i~ JAM J.J~I~ ` ~:~a-axe t~ ,fsq. /
a• 6" OR 8"ABC t t/2" 12 _ ~'~!';s:~.~ ,vim ~ t ' ~:;a:~;
aF1~ - ` FOR 9 ~n„~; - 0
~ ar~:~ 0'X600 P RROw 41° ~F"~ ti 1TE n
TION ~Y~:~ TYPICAL STREET SEC ~ ~Nrxn ~
N.T.S. NOTE: STO E DE r }:xu~ BE DETERMINED BY ~ ~ ~~y~~'''~% ~ c Mi
SUBGRADE SOIL TYPE. -1' ~ ZaB_ ~ ~1 ~ Im
-=7 ar=r;zz::e~r/ ~^;ury,~;~,;~s~a ~ EMERGENCY ACCESS WITH ING GATE. ~t 11 is
~ ;:u'~~ J`hJ. A,I.J~ : y~. ~ Y~fW~~ ~~:j -F - ~ / LOCKS COORDINATED EMERGENCY i ` 1t t~. s~ . r•..::-a:~ ' ~ SERVICES. ~
CERTIFlCATE OF PRElll~t NARY PLAT APPROVAL ~ ~ ~-~2r tt u t~ .
~ ~l,M ~ ~ / ~ ,~%pp~/ ti F~ M~
~ ~ ;GG1~ rtt 1 ~ 95R t
I HEREBY CERTIFY THAT THE PLANNING COMMISSION OF CARTERET " ~ COUNTY APPROVED ON THE DAY OF , 20_ ~ ~ / t M~
ARY PLAN Of SU DIVISION AS SHOWN ON THIS PLAT. ~:~u~=i THE PRELIMIN ,B ~ ~ _ ~ ' Zi' ~ ~ / ~
PRELIMINARY APPROVAL IS VALID FOR A PERIOD Of 12 MONTHS FROM , T I H UNDER THE VESTED RIGHTS xrn' i THE ABOVE DATE OR AS ES ABLS EO ~lv. JAG ~
RTIFY THAT THIS MAP WAS DRAWN PROCEDURES, IF APPLICABLE. ~ ~ THIS IS TO CE _ ~ \ ~
UNDER MY DIRECTION AND SUPERVISION FROM AN tNettltl+:PlO ~ ~ I ~ 50 NEUSE 50 R ~ RIVER RIPARIAN ~ \
ACTUAL FIELD LAND SURVEY PERFORMED U `a~ ~c~al - ° ° - ~-r.,:. ~ ~i BUFFER ~ ts' 2t' \ WOODED I
Y IR CTION AND SUPERVISION THAT THE ERROR ~m aot~a ~ LNG COMMISSION CHAIR DATE ~?:.`N?~ "=='4ti=`=-~1++ OF CLOSURE AS CAICUlATEO BY LATITUDES AND ~SSIQ °o,~ ..*:r~~:':~"si•Y" k ti r ~ I ~ I I ~ S.J. LANCASTER
DEPARTURES IS 1:1 O,000,THAT THE BOUNDARIES m ~ @~ '~'t=':~''''.t~. ; OB 259, PG 200 so'
NOT SURVEYED ARE SHOWN AS DASHED LINE; THAT ® - r'rl"~'~i ~ ® SEAL b ,rk.,.::.:.,. ~ THIS MAP WAS PREPARED IN ACCORDANCE WITH a ~ ~ = ''~°~~;;-'rk ~a' 11 0, R/W ~ I I
G.S. 47- < ` ~..v. ENDED. ~ - ~ I I
p Oa ~ /V V` WITN S MY HAND AND SEAL THIS 9th DAY 'hsUR,or Q~',~ ~h.h ~:;;~;:=~'a~=F'"~~_-~' y~. ii u n
C n ii CUL-DE-SAC DETAIL
fflllHll S!~ ~xf f WOODED
WEYERHAEUSER COMPANY
MlC L'WE ALOWIN. PLS L-3082 ----'~3 58 CARTERET 15
d ~ O ®~~g60 11®W® ~l~ll~ ~ O =a e oe 57s, PG 477 SHEET INDEX
NORTH CAROLINA, PITT COUNTY ~
NTY AND STATE ®s, ~M I, A NOTARY PUBLIC OF THE COU ~ ~ _ ~ = AFORESAID, CERTIFY THAT MICHAEL WEST BALDWIN, ~ - o ~ ~ .k SHEET 1 OF 14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION CONTROL PLAN .k SHEET 2 OF 14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION CONTROL PLAN
A PROFESSIONAL LAND SURVEYOR, PERSONALLY ~ ~v.A ~M AAA ~ ~ 47 ` ~ o _ o a - 6 SHEET 3 OF 14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION CONTROL PLAN
APPEARED BEFORE ME THIS DAY AND BEAOH ACCESS AREA F TH ~ ~c ~ 46 ~ yy~ ACKNOWLEDGED THE EXECUTION 0 E ~ O SHEET 4 OF 14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION CONTROL PLAN
FOREGOING INSTRUMENT. a .v~.~ M~ ~ ~ ya SHEET 5 OF 14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION CONTROL PLAN SHEET 6 OF 14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION CONTROL PLAN
~ 9~ O O Y HAN AN SEAL THIS 9th DAY , O WITNESS M D ~~i j~.. ~ a® ~ ~ SHEET 7 OF 14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION GONTROL PLAN
OF OCTOBER, 2003, e~i~ 009?" ~ .Yc ~ ~ 0 hoOOaoDeO ~M ~ 82 - _ - SHEET 8 OF 14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION CONTROL PLAN
NOTARY PUBLIC '~'U` ~ ~ ~ ~ ~ ~ _ -LOGGING RO - SHEET 9 OF 14-PRELIMINARY PLAT COMPOSITE MAP & EROSION CONTROL PLAN ING ROM ' LoGG SHEET 10 OF 14-PLAN & PROFILE, MERRIMON BAY DRIVE, STA. 0+00.00 TO STA. 25+22.63
® ® . , MY COMMISSION EXPIRES: 04/03/2004 ~ ~ '--t:~==~~ 8t is +r ~ +Ir y~ yc ~ ~ yp z'n~::"~ - - SHEET 11 OF 14-PLAN & PROFILE, BEACHWOOD DRIVE, STA. 0+00.00 TO STA. 28+07.72
~IG ~ ~ SIG - 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 BEACH VIEW DRIVE, STA. 0+00.00 TO STA. 3+60.00
SHEET 14 OF 14-EROSION CONTROL DETAILS
~ ~ ~ ® OPEN AREA JIG aIG ~ ~ ~ ~ ~ ~ - ~ - I~NG ~ ~ ~ ~
sic yl. i? ~ ~ .,fr ~ yr - -
y(, .y(i ~ ~ ~ ii 9
~ ~ * I BEFORE YOU DIG.....
* ~ ~ OPEN AREA
~ . North Carolina One-Call Center, Inc.
i w Call 48 Hours Before You Dig!
~ ~ y~ ~ y~ ~ ~ ~ atr. ,':'~z'~ i yo HIGHLIGHTED AREA ~ ~ ~ ~ ENCOMPASES THE 1-800-632-4949
~ ~ 54 ACRES
.yli ~ ~ ~ ~ ~ Viz.-= .:»z y 5 'TIMBER
~ ~ ~ yc ~ ~ yc .yc ~ ~ r ~ O 8 R AREA ~M ~ ~ ~ ~ ~ ~ `~s.
a ~ 2fi t
~ I 1
o - RECREATION I
~ AREA ~ ~ ~ ~ 3t ~ - ~Yy ' , wooDED I
UPLANDS ~ ~ ~ ~ ~ 30 , ~ ;°c WEYERHAEUSER COMPANY 0 ~ ~ ~ ~ ~ - o ~ 2 CARTERET 15 ~ ~g0 1 ' '
® ~ 18'
~,.,J ~ ' ~o``~o DB 576, PG 477 CONSTRUCTION NOTES GENERAL NOTES I ~I I
~ ~t ~ ~ ~ SIG=~ ~ ; _ • ~ ~ ~.-r ~ AREA OF WETLAND
~ 1 ; ; . AND BUFFER J~ ~ ~ ® ~ ~ IMPACT MPACTED TO 95% MAXIMUM DRY DENSITY EXCEPT FOR 1. THIS MAP IS OF A SURVEY THAT CREATES A SUBDIVISION OF LAND I so' R I 1. PAVED AREAS SHALL BE CO THE TOP 6 OF SUBGRADE WHICH SHAU_ BE COMPACTED TO 100% MAXIMUM DRY WITHIN A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT
~ ~ ~ ~ ~ ~ ~ ~y ® ~ ~ 1 s~ ~ ~ A CONSTRUCTION Tf ~ ; , rvv'~ 87 ~ EXCESS SPOIL FROM RO D NSTRUCTION TO BE DENSITY IN ACCORDANCE WITH AASHTO-T99. P,EGULATES PARCELS OF LAND.
o , :•:r 70 89 ~ , SPREAD EVENLY ON LOTS WITHIN THE CONST O ~ IIN THE CONSTRUCTION 2. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 520 2. AlL AREAS CALCULATED BY COORDINATE GEOMETRY. I I I OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990. 3. NO POINTS SET ALONG ADAMS CREEK, GARBACON CREEK OR i I
,v, ~ : f;:-r ~ LIMITS IN 6 (MIN.) LIFTS. (SEED WITHIN 15 ED WITHIN 15 DAYS) 3, BITUMINOUS CONCRETE SURFACE COURSE SHALL BE TYPE I-2 CONFORMING TO NEUSE RIVER UNLESS OTHERWISE NOTED. SECTION 645 OF THE NCDOT STANDARD SPECIFICATIONS DATED t990. ~ 4, Tf11S PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA
4. GRADING SHAU_ BE IN ACCORDANCE WITH SECTION 226 ROADWAY EXCAVATION A$ DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY.
~ ~ 72 0o eo.~ ~~;=..:~:_;".h..;~-~~:r_ LEGEND OF THE NCDOT STANDARD SPECIFCATIONS DATED JANUARY 1, 1990. ZONE AE, ELEV,°8.00, REF: FIRM 3720648400 P, DATED: 12/16/2002 Q 5. REINFORCED CONCRETE PIPE SHALL CONFORM TO SECTK)N 310 CONCRETE
' O 1 f. . ~ R/W =RIGHT-OF-WAY AVD FlRM 3720740400 P DATED 12 16 2002. CUL-DE-SAC DETAIL PIPE CULVERT OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990. / /
JJ~J` COMMON AREA ~ ~ ~ I ~ 73 ~=t:~,~'F•~ ~ - 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING 5. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES, NO GRID LINE I TIES AND SHALL NOTIFY NC ONE CALL (t-800-632-4949) AT LEAST 48 FACTORS HAVE BEEN APPLIED.
ACCESS EASEMENT II~ 8 = ~ \ MBL _ MINIMUM ,BUILDING UNE V ,~~t' - ~ B/B -BACK OF CURB TO BACK OF CUI ~'0 BACK OF CURB UT U UCTION IN ORDER THAT EXISTING UTIImES 6. ELECTRICAL SUPPLY TO BE PROVIDED BY PROGRESS ENERGY. ,E HOURS PRIOR TO COMMENCING CONSTR 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND.
~ P ~e:~' 1 ,y - ~ EIP -EXISTING 0 1 ~ s~ ~ ` I N PIPE ~ ~ ~j o ~,z~, - ~ SIP =SET RO IN THE AREA MAY BE RAGGED OR STAKED. 8, ATER SUPPLY TO BE PROVIDED BY INDIVIDUAL LOT WELLS.
s~F Q I ' n rim ~ ~ ECM =EXISTING CONCRETE MONUMENT TE MONUMENT 7. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS ANO WORKMANSHIP FOR g, AGE DISPOSAL TO BE PROVIDED BY INDIVIDUAL SEPTIC TANK
~ ti ~ F:.~~ - ~ - NAIL f Q~G EPKN -EXISTING PARKER KALON 9 ~ SPKN =SET PARKER KALON NAIL R KALON NAIL THE CONSTRUCTION OF THE ROADWAY, DRAINAGE, WATER UTILITIES AND SEEDING ~,~5 LON NAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE AND FINAL 10, NCDOT DRIVEWAY PERMIT IS REQUIRED.
Q v 75 ~ ? - 18 f ~ ~ ~ R -RADIUS ~ ~ ~ PAYMENT FROM THE OWNER, 11. EROSION CONTROL PIAN IS REQUIRED.
,~;a. = -.F s~ \ CH =CHORD ~ _ 18A 5 _ .:Ix PC =POINT OF CURVATURE T R wAT P MI I OCTOBER 9, 2003 12, LOW DENSITY S O M ER ER T S REQUIRED. IRE CON~~N 13. MINIMUM LOT SETBACKS ARE AS FOLLOWS: 400' 200' 0 400' 800' i2o0'
O ~ ~ _ - ~ 17 , ~ ` ~i=z , PT -POINT OF TANGENCY %Y FRONT = 20'
L;:_..,,- _ r :v_._~ PCC y POINT OF COMPOUND CURVATURE iUND CURVATURE 1. OBTAIN AU. PLAN APPROVALS AND PERMITS. $IpE = 10' GRAPHIC SCALE: 1 "=400' >E CURVATURE 2. HOLD PRECONSTRUCTION CONFERENCE WITH THE OWNER, PROJECT
Mti s_~i - - 15A .~0~:~ 78 ~ PRC -POINT OF REVERSE CURVATURE ' a~..t 18 LOGGING` ~D ~ 0~/ ~ \ ~ NPS = NO POINT SET ENGINEER, CONTRACTOR AND A REPRESENTATIVE FROM DEHNR. 51DE STREET = 20'
4 j;_ P =POWER POLE g-~~;~~:'• 4A O . ~ 50' NEUSE , P t - ~ , 3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AS REAR = 30' ESTAL SPECIFlED ON PLANS. 14. THIS SITE IS LOCATED IN THE SOUTH RIVER/MERRIMON FIRE
~M ~,:;~-„r:~~~,~ 15 ;fir: RIVER ` TPED =TELEPHONE PEDESTAL ~:n~:4:~~a NITRIFICATION FIELD _ RIPAtjl~i , INV =INVERT ~~~~~.,f 13A - BUFF FROM ~ 4. CLEAR ROAD RIGHT-OF-WAYS AND SLOPES OF EXISTING DITCHES DISTRICT.
,~q AREAS FOR LOTS 12-15 , _ Mti ~ 14 EACH~IDE OF TC -TOP OF CURB ~~.~.1~~~ ® _ STREAM , EP =EDGE OF PAVEMENT TO BE REGRADED. 15. ALL ROADS ARE DESIGNATED AS PUBLIC AND WILL BE BUILT TO IT 5, INSTALL SEDIMENT TRAPS AND CHECK DAMS AS SPECIFlED ON PLANS. NCDOT STANDARDS.
j~;-~ OJJ TB =TOP OF BANK ',tiT^~' =u===r-uua 1yt t:. _ ~ C/L =CENTERLINE 6. ROUGH GRADE ROADS AND INSTALL STORM DRAINAGE PIPING. 16, COMMON AREAS TO BE MAINTAINED BY THE HOMEOWNERS
N-~ r „~r~.-' o ~ ~ ~ . ~ MH =MANHOLE 7, INSTALL EROSION CONTROL DEVICES AROUND PIPE ENDS. ASSOCIATION.
~ } FH =FIRE HYDRANT B. UNDERCUT ROAD ANO BACK FILL WITH SELECT MATERIAL. 17.'EXISTING (AND USE OF THE SUBJECT PROPERTY IS WOODED. 9, FINE GRADE SUBGRADE AND PIACE CABC. 1$, ALL LOTS TO BE 80' MINIMUM AT THE PLATTED MBL, MINIMUM
~M - ~ ' o. ~ WV -WATER VALVE BEACH ACCESS AREA ~ n ~o \ ~ GV =GATE VALVE 10. DRESS-UP ALL EXPOSED SLOPES. BUILDING LINE WILL BE ADJUSTED ON FINAL PLAT. 11. SEED ALL EXPOSED AREAS. 19. ALL ELEVATIONS ARE RELATNE TO NATIONAL GEODETIC VERTICAL DATUM
~<m = a~~ O2 k.:~ ::r BV =BALL VALVE C) AJ..I~ ~*r;. 10' PRESSURE / f 'r~~. ,~~c of 12. PAVE ROAD. (NAND 88)
~ ~r MAIN EASEMENT y. ~ -::F3-; RCP =REINFORCED CONCRETE PIPE ~='r'~r~a~ yes.":r~~ ~ ~2 (CRETE PIPE 2Q. THERE IS NO RIGHT TO BUILD UPON OR OTHERWISE IMPROVE ANY OF TAL PIPE THESE LOTS UNTIL A VALID WRITTEN IMPROVEMENT PERMIT HAS BEEN REVISED: 12/18/03(DWQ COMMENTS)
~ ~,~'~:~-r 0 • as:_ ~ CMP =CORRUGATED METAL PIPE T ~~T 4cF~„; ~~~~o CB =CATCH BASIN , "Y... ~NT~N~E OBTAINED FROM THE HEALTH DEPARTMENT AS REQUIRED BY STATE LAW. REVISED: 12/12/03(NCDOT COMMENTS)
:mE,r=`~~ FES =FLARED END SECTION noN 1. ALL EROSION ANO SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR CONTACT THE CARTERET COUNTY ENVIRONMENTAL HEALTH DIVISION REVISED: 10/20/03(SEPTIC LOTS)
\ CO -CLEAN OUT SS =SEWER SERVICE STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING CONCERNING LOT SUTTABILTIY FOR ON-SITE SUBSURFACE SEWAGE TREATMENT
oeuicei i ai R w an rACF I Fss THAN ONCE EVERY WEEK. NEEDED AND DISPOSAL SYSTEMS. _ _ TnTel (11CTI IRRFII ~RF~_3Q1 1 Af RFC +
M~ Q NTS = NOT TO SCALE ' `P _ 21. THE LOCATION SHOWN FOR OE5IGNATED SEPTIC SYSTEM AREAS ARE REPAIR WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS APPROXIMATE. APPROVAL AND DESIGNED AREA INFORMATION FOR SUBSURFACE
R IVY NOT TO SCALE R CA DESIGNED. SANITARY SEWAGE SYSTEMS IS REPRODUCED FROM INFORMATION SUPPLIED BY
_H 321 = 4 1 WATER ,w. SR PUBLIC) C _ N ~ NWL -NORMAL WATER LEVEL 2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES THE CARTERET COUNTY HEALTH DEPARTMENT AND THE SURVEYOR/ENGINEER PIN MAP 6494-02-89-0499 _EVEL
WOODED p' R/W \ ( s 0.5 FEET DEEP. MAKES NO REPRESENTATION OR WARRANTY AS TO THE ACCURACY OF SUCH
7EWN OD POINTE, LLC = 404 WETLANDS AREA B 844, PG 347 > AREA 3. ALL SEEDED AREA WILL BE FERTILIZED, RE-SEEDED AS NECESSARY, AND INFORMATION. MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATIVE PLAN TO OWNER/DEVELOPER: Baldwin and ASSOCIATES
J 9 0 GREENVILLE TIMBERLINE, LLC MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ENGINEERING, LAND SURVEYING BA REENVILLE NC, 27858
F = LL HAVE CAMA AREA TS 1 & 77 SHA 4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON 150 EAST ARLINGTON BOULEVARD, SUITE E /T1 AND PLANNING
STREET ACCESS TO ERRIMON BAY DRIVE ONLY COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES. GREENVILLE, NC 27858 1015 CONFERENCE DRIVE [phone] 252) 756-1390
C&G FILE: MERRIMON CAD FILE, Merimon sheet 1 FILE# 03-143

4
~4.~ [nom ,n~; 2 ~ ~E3E1`~iC Nl~irll,l~ 4., ~ 2
SEDI VOLT SEDIMENT TRAPS 13 % ;E1 IRON PIPE VOLUME ; 684 CF ~ ~ C SEDIMENT TRAPS 15 o E~`'` 2S
~ SIZE SIZE : 1=20~ ~ Z VOLUME .720 CF
~ ~ ~ ~ ~ acrd W=12 3a 'P ~ SIZE : L=20 D=3 ~ W=12'
5 O 0=3
4 40LF 18" RCP ® ~ / VOLUME T: 702P#CF 4
~ 0 0.30% W/ 2-FES .3 ~ ~ SIZE : L=20; - iB Faa ciD 7 y, 5 FES 6 ~ W=12 75 / SEDIMENT TRAP 2
ITE o ~ APRON DESIGN -D.2~- ~ INV. 0.39 D=3' p I VOLUME ; 336 CF APR 05 DCFSGN-FES# 5 TB _ FE 7
~ ~ 0=6.05 CFS ~ WIDTH ®FES= Q 6 e MAlGHII I I SIZE . L=10T ~'Z' ~y1 WIDTH ®FES=4.5' x ~ ~ Te ~E ' I I W=9 0,0 ro
Iv ~ (4~ WIDTH ®END= - LENGTH=10' WIDTH ®END=11.5' FES 5 3•s ; _ o` S E SI-{ i 0=3.5' ~ ~ LENGTH=10 INV. 0.55 r ~ i E~Ti ~ ~ ~0
i WEIGHT?7 "TON DEPTH=22 9 \ Te ,c p- . / OF ~ I ~i T ~ Q- WEIGHT=7 TONS ~ 3.0 v ~ 2 6 ~ SED M,. J / / 7 " ~ ~
3~ 3.9 A REGRADE .a S45 _ o. a DAM ~ ~ b ~G ESIGN-fES 6 445 A~ ON 0 # DITCH lF EXtgT /q.v~~ ~ / ~e ~
O 5.0 Q ~.05 CFS 0 0 ~ I 'H SEDIMENT TRAPS 12 WIDT ®FES=4.5' 20 ~ r /3 ~ 3p'
~v~ ] 5~ ~ J ~ CLD a1 VOLUME :720 CF ~ D=11.5' ~ ~ I ~ I EAS DRA1p~gGE SIZE : L=20' 3,9 WIDTH ~ EN ~ x's``~1'A-;r,. l EMENt
~ X3.3 ~ .3~f x LENGTF~~10' ,.~..r,-• ..r;~':5.. ~0 W_32 DEPTH=22' a a ' q ~1 a . ~ .:u..,., 9~ D WEIGHT=lc'?~NS x ~ >a , . ~s~''ri=:}~ ~
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WIDTH Z WIDTH WIDTH ®FES=4.5' =11.5' l I , WIDTH ®END
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°9 ~ rdd~ddppPlS`t`tL REVISED: 12/18/03(DWQ COMMENTS)
~ REVISED: 11 04 03 DENR REVISIONS) \ / / ( 9'Ao ~ ~ REVISED: 10/22/03(TRG COMMENTS)
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, SHEET 2 OF 14
; PRELIMINARY PLAT, COMPOSITE MAP
' PLAN 6c EROSION CONTROL
1+ ,~I
,a) 1~\ JI
5 \ + SPKN LOCATED AT ~ ~ r
CENTERLINE INTERSECTIONR ON 1 OF ROWE COURT AND NCS ~ SECTI
1321 {4H ROAD) ~
REFERENCE: DEED BOOK 1007, PAGE 409 ` ~ OF THE CARTERET COUNTY REGISTRY
R ' V ~ s 7s'SS'3s" E MON TOWNSHIP CARTERET COUNTY, NORTH CAROLINA ~ ~ 103.55 MERRI , C ,
~ i ~ W ~ Q , ~
R ~ OWNER: GREENVILLE TIMBERLINE, LlC
ennRF~c• 15(1 FAST ARLINGTON BOULEVARD, SUITE E
11~/ ' ; \ EIP GREENVILLE, NC 27858
"GPS SPKN #2" N 59'20'08" W
GRID 83 , 146313 PHONE: [phone] {NC GRI ) i K=2,700,272.287 It
Y=448,640.362 i
Baldwin and ASSOCIATES DESIGNED: MWB APPROVED: MWB S 87'03'33" E B
98.73' ENGINEERING, LAND SURVEYING 1" KA AND PLANNING DRAWN: KWH DATE: 10/09/03
GPS IRON PIPE 1015 CONFERENCE DRIVE (NC GRID 63) GRE NVILLE NC, 27858 _
X-2,701,530,823 Y=447,894.154 252 756-1390 CHECKED: MWB SCALE: 1 - 100,
ACAD 2000: Merriman Bay Comp
C&G FILE: MERRIMON FILE# 03-143
_