20070015 Ver 1_Site Plan_20061229

NdTE ELEVATIONS ARE MEAN 5EA LEVEI. NGVD 1929
=DEPTH SLOW NORMAL WATER tEYEI.
N
30.0'
8° BOARD FACE OF BULKHEAD
WALK ELEV. 5.50
FACE OF NEW _ . 8.7, BULKHEAD
R/W ELLV. 8.7 FlLL 0' FlNGER TIMBER PILINGS
CLFAT PIER b
~-EXI571NG GRADE _ 109 MNN DOCK NEW BULKHEAD ••,Y DCK i iv NHW
t~ EXISTING WALL-~'~.~ - _ _ _ _ _ _
_ NORMAL LOW WATERa_ - - - - m
5.0' NEW BOTTOM
EXIST. ELEV. -3.9 ~ {2.9} EXISTING 80TTOM
SECTION A
scaL~ 1 »=20' EXCAVATE TO A DEPTH OF 4.0
AT NORMAL LOW WATER
NO~if: ELEVATIONS ARE MEAN SEA LEVEL NGVD 1929
=DEPTH BELOW NORMAL WATER LEVEL
R
8° BOARD F F H F ELtY¦ 6,5° EXiS'tfl~IC GRADE PROPOSED GRADE ,
WALK ACE 0 BULK EAD ELEV. 5.50 _f a ~
X71 AIL --NEW CORRtk~ATED z NNW EtfV¦ 1.8'
FlLL 2 MNN DOCK c PVC SHEEP PILING ' WALE O DUUtHEAD
CLEAT ~ d4i'`t nE R~ E~nssmc euucHEAO N
V , a 20' FlNGER PI N NHW EXISTING GRADE 4..,51p I - s NLW pfy¦ -LO°
EXISflNG BULKHEAD--~:~ - EXISTING WALL~~i.' _ ~.0' ~ ~ ~ NORMAL L W WATER O
5.0' NEW BOTTOM EXISTING BOTIbM I ~fi
1 A
u s
SECTION B BULKHEAD DETAIL i II N.LS.
SCALE: 1"=2O' EXCAVATE TO A DEPTH OF 4.0 AT NORMAL LOW WATER
REVISED: 11/06/06 (DETAILS)(CLM)
2D' 1O' 0 20' 40' 80'
GRAPNtC 5CAlE: i" ¦ 20'
SHEET 5 OF 5 C.A.M.A APPLICATION
```~```ti "c a'R'~,i,, DETAILS
`~~~oR~ u~wwuus o0~ % '
ti-~~ THE PINNACLE
~
4Jr
~ REFERENCE: DEED BOOK 1133, PAGE 292 OF
~~°~~Fp~ mi~N~i~~O•~1~~ THE CARTERET COUNTY REGISTRY
''~'n~rieiuntieee```~ MOREHEAD TOWNSHIP, CARTERET COt1NTY, NORTH CAROLINA
owNER: PINNACLE EAST,, LLC
ADDRESS: 245 WINDSOR RD.
GREENVILLE, NC 27858
PHONE: [phone]
B Baldwin and ASsocum SURVEYED: JP APPROVED: JSJ ENGINEERING LAND
AND POWRiGSURVEYING DRAWN: KWH/CLM DATE: 10/05/060 1015 CONFERENCE DRIVE
A R E F~NVILLE NC, 27858 ((252 756-1390 CHECKED: JSJ SCALE: 1" = 2'
CAD FILE: The Pinnacle Group/SITE-CAMA/PINNACLE-SITE-CAMA-REVISED.DWG
FILE# 05-237 FB 374, PG 22 C&G:

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(,0.8) x(2.0 5 r•'~~•° .w. ,~'+1~ 1.3 f1,~, 5 I I I I r ecI ,
P'~ P4~. ,a ~GN~. ~ ~ ~ ~ ~ ,.z New NORMAL HIGI i ~ +iY. :i .3 `1Y' e~6 ' t.3 x3.2 NNW x3,7 I \ 5.5x 13 ~ "CLR 7,7p NHW NOf2hW. NIGN NEATER \ ~,2 x3~ / ~ xa.9 ~ I ~ ~ ~ 8.24
f9 4 I r 7sc l sW ! ~ I r
AJ.J~ hJ~J~ / ~ LANDWARD EXTENT OF 3.3 +a.~, • ~ ~ coASrAL WETLANDS 76 .~r~GAf,I ,v..~ x(t.a) ; aIG. Ta _ _ ~a RAh~ s:, x3 t / 3 r 1 8 x3 1 SRC
a ~ „ r
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/ ~ ~ I ~ ~ ` x(a.a 1~J~, .i~M ~ Ah,A,, ~ Ga I I BC / r 1 I
~ / / i I L_.... ~ ~ ~ 1 / / ~ r I I / I 1 x4.3 / ~ % I
d ~ L a xa.7 ( / 4.3 a.ax ! 30 SE I,,,/ 30' SECBACK /1 r~ r
NPS i.3 3 ~ 4" PIPS xa.a 4" PI i / / x ~ f ~ y r i'` ~ ECM rr ~ 6.28 /0 ~ / ~ / wM / ~ 7
I NL O107i'I'h-4.3' ~ ~ AVERAGE NLW OE - d ~ d a'tx ~ ~ RC I
I (e.o> ~ AWE EXCAVATION 1~ AVERAGE EXCAVAII ~ ~ / 4.3 xd.7 ~ ~ ` 9 / ~ 7.71 x r i i m
x-rD'0 ,1,,,v~ 13 D 8.3' x~5 \ DEPTH~8.3' I ~ ~ (0.1) x(7., 0,3 x a.~ (4.0} x( 's ECCAVATION VO E=38 CY E~( VA N VOLUME=40 CY , \ / I {
1 ip x-o.s PRO ULKH `r I 4.8 r/ ~ 7 I
1 xa.z : • . 4 as r I ~ ~ e~c / ~ I I ~ ~ xs.so z72
1 JAM. J~sI.A. .4 ~ JVIJ~ ~ x4.2 ' ~ CLR BC
AVERAGE NLW DEPTH=3.3 i a.~ as x ~ ~ 4. AVERAGE EXCAVATION _3• x ~ ;
.lti.+L DEPTH=O°7 fs m 4.o X- X EXCAVATION VOLUME=11 CY X----- g 4 , • 4 1 ~ ~ ~ ~
~ ~ .A.J.,A. N m • x 3,5 ~
A TI AVERAGE NLW 0 X • ` I. x(Q4 ~ , 4. (•3) AVERAGE Flu ti. xd.4 x5.5 ~ \ 4 ` I `i+~ f.}~
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~
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C, p 5.0 0 J 'i (/VVo`h, p I X
1 y ~ f ~I ~ ~ i . ~ I
1 ~ x-s.~ PROPp~p 5 ° x(z. m x ~ ;4
BOAT UfT C o ~c0 ~ o ° 5• ° 00 P ~x \ ~ ~ / - 6C 73C
x(,,z}) ° 1 1 ~ ~ ~ -2.2 V C 9 ~ d. a ~4 ~ ~ ° D~~, 3// cw 7s2
~ 6,18 ,r ~ x
i \ BOAT UFT / 20
1 (8,a) x4,3 x-9.6 yj/i 4.x ~ 2 ~ ~ xCSR n x5• ~
9\ (z.a ~ 0 c ~ ~''CC ~p~ x-3~ JAM ~ 5 IL ITS ,~.a yr. ~ (s.7) x ' ~ 114'X5 7.51 4.3x / SW
x_7.'7 tilJ~. ~ .r N, ~qp ~ Z M,~ x ' ~ 1 ) .4 HAN
o dROPDS ~ R~P 1 80AT LIFT 3 AVERAGE NLW OEPTH~-4.9' ~ \ I ~v \ I 3 I
~ ~ ~ c 1 I ~ ~ AVERAGE EXCAVATION ~ / AVERAGE NLW DEPTH=-4,2 ~ ~ / I zz~7 20' P 0 S CONCREf E pRi,(E 'a I 20' ~ N~CN ETE
~ at• ~ AVERAGE EXCAVATION OEPTH~&9 / I ~ x-2' ''v`im °PRO Dp DEPTH~8.2 CAVATION YOLUMEffi15 1 I pp~ \ I
1 , BOAT UFT 2 \ EXCAVATION VOLUME=28 CY / J x ~ ~ i J..A~1. \ \ 0" P.VC I ~
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I x(8'8) ~~A " 1 M/~. x2.7 ~.5 ~ I 3. X d ) 8 x(12) I ~ 3.9 1 i
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r (2.7 ''~.t`~.' (s.a x~a5° 'A,h~ll y ~i x5.2 ; x-3.3 _7.~ ( MCBCJJ LLC
~ ~ x(s,3} x ~ (1.1) I a DB 1106 G 102
2~ ~ ° J.JvI ~ 2D' 10' 0 2D' ~0' 80'
~ ~ (,,z) / t7 x-2.1 6.5 C9
x~ 7.5 GRAPi#C SCALE: i° r 20'
/ o R4'VISED: 11/06/06 (CAMA}(CLM}
I W LEGEND gyE~ 4 pE 5 C,A,M.A. APPLICATIaN
'~~~~+uA u~r~~~r~ EXCAVATIQN & FILL PIAN
~ x(0.2) ,.2 EXCAVATION BELOW NHW
z ` 2,~ Q- wS OC ~rrri r
% EXCAVATION ABOVE NHW ti=~~A' °'6' ~E PINNACLE
= FILL BELOW NHW / 24l y~ ,
= UPLANDS DISTURBED AREA REFERENCE: DEED BOOK 1133, PAGE 292 OF
x---= SPOIL LIMITS ~~~'6~F~GiNE~~ra~Gi~` THE {;ARTEREt COUNTY REGISTRY
rrirFANp'uuN,wa~ 4
rr~~~'~mi~i imi~ MOREFIFAD TOIMNSWIP, CAAt~TTERET COt1N1Y? NORTH C~AROUNA
awNER: PINNACLE EAST, LLC
ADDRESS: 245 WINDSOR RD. GREENVlLLE, NC 27858
PHONE: [phone] -
ENGINE)G, ~SGtJRVEYING DRAWN: KWH/CLM DAT1015 CONFERENCE DRIVE
XT Baldwin and Assomaps SURVEYED: 3P APLIO/05/06 RE LLE NC, 27858
J20' F252T756-1390 CHECKED: JSJ SCCAD FILE: The Pinnacle Group/SrrE-STORM/PINNACLE-SITE-STORM.DWG
FILE# 05-237 FB 374, PG 22 C&G:

GENERAL NOTES:
SEEDING AND MULCHING SCHEDULE PER ACRE -CLASS "AA' CONCRETE TO ~ USED. -FORMS TO BE USED FOR CONSI'RUCTWN OF BOTTOM 51A8S.
CONStRUCfiION SCHEDULE AND IrWNTEN~WCE PLAN S AND FERTILIZER AND THE RATES OF APPLICATION 1a' MNG wTrEl WIRE THE KINDS OF EED , ~ -ALL MORTAR JOINTS TO BE t/2" PLUS OR MINUS t/8".
CI~FIStRUC110N St~lEaJtE s' MAX• wmtOUT WIRE F RT IZER AND LIMESTONE SHALL BE AS STATED BELOW. ~ OF SEED, E IL e , -JUMBO BRICK WILL BE PERM DROP INLETS SHALL BE / PROVIDED WITH STEPS t -2" ON CENTER.
APPROVALS AND ALL APPLICABLE PERMITS. iR ~ 1. OBTAIN PLAN MIDDLE AND VERTI w TS DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE ~ -STEPS TO BE IN ACCORDAt~E WITH CTTY OF GREENVILLE STANDARD NUMBER 25.12,
2. FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS AND SHAD. 8E 12 i/2 GAGE MINIMUM H .ENGINEER. ~ ESTABLISH GRADE LIMITS AS NEEDED. USED SHALL BE DETERMINED BYTE ,
3. HOLD PRE-CONSTRUCTION MEEI1NG WITH GRADING CONTRACTOR, ~ US FOUNDARY 5105 VALLEY
NCDEHNR REPRESENTATIVE, PROJECT ENGINEER AND OWNER. ~ , .2 TONS AC ~ i 4. PREPARE TEMPORARY GONSTRUCTION ENTRANCE, PREPARE SITE LIME . . . . . . . • . , , . , , , • / SO• M/ GUTTER INLET AND 6148 FRAME k 8,20 5.87 .95
oEMOLDIDN, 10-10-2Q . .1 000 LBS AC ~
5. INSTALL SILT FENCE ALONG PROPERTY LINE AND COASTAL WETLANDS. TOP AND BOTTOM STRAND 6. INSTALL AND BACKFILL NEW BULKHEAD. SHALL BE 10 GAGE MINIMUM 0-20-0 . . . . • • ........500 LBS/AC ~ TOP OF BLOCK 5.50
7. INSTALi. SILT FENCE ALONG BULKHEAD. STRAW MULCH...... • . • . . . . . . . . ...2 TONS/AC ~AFfER SEEDING) ' z i 3
B. INSTALL INFILTRA110N TRENCH SYSTEM. ASPHALT TACK. .200 GAL ON OF MULCH ~ 9. CONSTRUCT BUILDINGS. I t2" P1PE 8' SEDIMENF GUAGE PAINTED a II
m " 10. INSTALL GEODETIC- FABRIC AND PROTECT SLOT DRAINS. WIRE FlLTER FABRIC 2-3 m 2-3" / W/ PERMANENT WHTTE PAINT I 4 INV. 4.43
i t. INSTALL UTILITIES. JANUARY 1-DECEMBER 31 COARSE AGGRE(:J 12. PLACE CABC AND ROUGH GRADE STONE. COARSE AGGREGATE /ry~r~ 0.75 X57 WASHED STONE I ~
13. INSTALL CURB. & GUTTER, 50~ TALL FESCUE ~`C/ 12' SEDIMENT Z~IE I ~1C MONU ENT ~ p ANCHORAGE
14. BRING LANDSCAPING AREAS TQ WfTHTN 6" OF FINAL GRADE, REDISTRIBUTE FILTER FABRIC 5~ CENTIPEDE s" TOP OF SOIL. 50 PENSACOLA BAHiAGRASS
U CH ALL LANDSCAPING AREAS. 3'-a" # CONSTRUCTION ENTRp 15. FINE GRADE PERMANENTLY SEED AND M L NOTES: " TI IZER PION ENTRANCE/EXIT DETAIL ~N~ASHED a: < , • 4 , a . ~ 3 wV ELEY.=9.53(1929) -
16. FlNE GRADE PARKING LOTS AND PAVE. WIRE SWAM. BE A MINIMUM OF 32 COMPACTED FILL SOON FER L 17. STABILIZATION SHALL OCCUR WITHIN 15 DAYS OF COMPLETION OF IN WIDTH AND SHALL HAVE A MINIMUM 4000 LIMESTONE. 2" PVC 2" PVC ~ ,1 + "ae i ~ WEEP HOLES WEEP HOLES 13 ~ ~
GRADING OPERATIONS. OF 8 LINE WIRES WITH 12 STAY
18. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURE MAY BE SPACING. I REQUIRED BY NCDEHNER IF DEEMED NECESSARY, FILTER FABRIC SMALL BE A MINIMUM ~ ~ /
OF 36" IN WIDTH AND SHALL sE 2' MIN. SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS: FASTENED ADE4UATELY TO THE WIRE AS SEDIMENT TRAP DETAIL I 7.8D
DIRECTED BY THE ENGINEER. JANUARY -DECEMBER 31 STEEL POST SHALL BE 5'-0" IN 24" X 36" INSIDE DIMENSION EIP 13 ~ ~
HEIGHT AND BE OF THE SELF-FASTENER EXTEN510N OF FABRIC AND 75~' TALL FESCUE ,a,~,~. f
MAIN'I'F~IANCE PLAN ANGLE STEEL TYPE. wlfit: INTO FABRIC 50# PENSACOIA BAHIAGRASS 1.o ~ I i / ~ ~ I l
1. ALL EROSION AND SEDIMENT CONTROL PRACTCES WILL BE CHECKED FOR 500 FERTILIZER I~ STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING RNNFALL, 1 ST NE i f I~ i I I .w.~ ~.M I I ~ I 1
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDED REPAIR WILL BE 4000 L ME O SILT FENCE DETAIL MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. ! f I 13 i I
2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN II BECOMES
0.5 FEET' DEER 3. ALL SEEDED AREA WILL BE FERTILIZED, RE-SEEDED AS NECESSARY, AND % NHw II ~ I ~ 1 i % I
MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATVE PLAN TO MAINTAIN A ,.-'r'te o.a ~
VIGOROUS, DENSE VEGETATIVE COVER. 'A''`'L x~,.~ ~ "e WATERWASt~ E~lTENT OF COASTAL WEiT.ANDS/`~' N`/` P N b.o pE x•~-- 4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED U 0 pas x-s.a yr 'r' .y. , 3 ~NHW I ~ I ~ ~r0' I ./~.~/1.~. I / ~
AND ABILIZATION OF GRADES. x-„•~ x1.784 ,yr, _aJE_4Y! ~_~~._.~f~_'"'s'___ COMPLETION OF CONSTRUCTION ST M~ ~.AA ,/1,~v., ~p y,• ~r__ x yr, ,~iY•xkl x3.5 BCI 1,~„--.,.-...,-..,,...... NHW ~ x3.7 ll 5.Sx ~ I $ , d ~ xCL6R '1p
p1,,,~ ~ ,a tGH w,.-' yr. ~ are ~w~+-NORMAL ~ M yr, y6 ~ tz ALP ~ i •>C i~• ~ _ ~B ' 1,3 KT.2 NNW NORMAL HiGI'I WATER y ' x3~ x3~ / x4,e ~ as I ~ ~~~~ti Jec t esw
yr ~ y` LANDWARD x ' "''ti ,l~J~I. J~J~.n. ~ ..,-.,••.....+e~~-' EXTENT OF 3.3 a• i
-NOTES ~ ~ coASrAI WETLANDS 1a Af,•, iVIA p,4) ~ dll~i~ ~ ,/~e _ •:4 Par us,, / ~ N i 3 % ti~ 1
~ 1. THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD ,e,~ x.~%a. ~ ,i'~ ~ ~ - v M,//~ z / 4a / \ ~ ~
~ -r•~ HAZARDOUS AREA AS DETERMINED BY THE FEDERAL ! \ I a.a 1 ~ e~P a a I BECKY H®C1SE a.5 ~ x I x4.4 Y x .2 ~ x \ \ \ 5 x ~ / / 7.64 J.~
~ EMERGENCY MANAGEMENT AGENCY. ELEV.=7.04-8.04 / / I I x . ~ / xa.e I a7 I DB 798, ~P~G 88B x / / ~ i6 Op'' I ~ ~ I ~ ~ 7.77
r x(o•a (NGVD 1929) ZONE AE, REFERENCE: FIRM 3720638500J, / 3/ ~ c I I 4 / I • I I f DATED JULY f 6, 2003. ~ ar• e~y~ / I I C / BC / I
f ~ 2. THE NORMAL HIGH WATER LINE WAS DETERMINED BY .n,.u I i I 1 ~ I I ~ x4.3 ~
~ ~ ! ~ / ~ I 30 THE DIVISION OF COASTAL MANAGEMENT. ! ~ xa.7 1 a,3 a,sx f NPS ,.3 3 ~ 4" PIPE\ xa.e 4" PI I , / x S 15 5919 W 36fi.30 (~'QT) 30' SETBACK ~ i I ~ / e ~ ~ ECM ~ s.2 88~X2G"V TEE
f 3. ROOF DRAINS WILL BE CONNECTED TO THE 3J ~ x x
f STORMWATER COLLECTION SYSTEM. .a..M - _ ?a-~w w w _ ~ W / 2" BV 1Hc yyyy
f (s.o) EX. FISH 1~ o ~ I y\~ tiyE ONCREfE FLOW x-,ao .5 \ i _ _ FlL SPREAD _ 90'_~ND _ _ 2' PVC .W TERUNE 5. W ~ 2~ RPZ ~ W~ ~ 1 JD __L _ _ 0 MBL _ 2 W ~9 I
yr, IJ 7., .Mh f3 ,s STATION ~ ~ ~ :w (0.3 x (o:,) x-s,~ x(a.o) x(, , ~ T - - ~ - - I PROPOS BULKHEl~% % i { I R BLOCK f l~ x-o.s -5.0 w
1 ETAINNVG tVALI ~ ' ' ~"r~ x4.8 - w t0'F~W~ ~R~NE I m I~, J I 3
,~l,hl. .MJ. (p~, .o) ISTING - ~ ~ ',;,DI~1 14.i 7.67
f I I ''e I » 2' •I' .MA. AJ1.1~. N $ I I ( ~ x6.6D
( ~ R xa •'I' • • . I ~ J~J~.A (y x / . I x(3 x ~ I"; RD t: • ~ I
0.8 ~ t Jl~a. /L~. x~ slA~l. .Jv~1~, ~ <.D I rC :1' ' IT' X Ci~ X ~ 20,0 ji 20A' rx I 18.0 I ~ 113
hlh no ~ ~ 6.0 'it • • Ina 20.0 Z~ l~ ~ s I ~ 3 ~ ~
„M - ( h MARINA ~ x( 2s) ,:I'•'„ i ~ .IAA -3,5 ./+,A.ti x ~ •I• • 4, BOAT SLR ~ x 4 , w . & ~ ~ ~ ~ ~ / ~ a ~ ~ cry m z C: 75 AEC z 1 x ~ ~ ~ ~ a ~ 2' FORC ~ o ~Q
% ~ ~ ~ p x6,5 a O i \ I m x4.4 0, d I "
I hA.J~ .~l•.II.A, x(3.1 x~ 4 j) I \ ~~;;,.Q'~`' p i (4.o) x_4.8 ~ -i I '2 F ~ 1= I ~ O i x5.9 ~ 8 ~ ~ ~ ~ m L_. ~ ~l_ _J ~ L_ .J j l.__ 1 w
I ,A,1~-5.0 .~I.AA. (3 .Mrl. .ti,J~l~ I . L'. I .M•A. NPS~ x~2~~ x-a~ I ~ w ~ ~ i ~~in
.MJ~. x(2.9) 2.7 I • ~a2 • i I ~ M,ti .~~s ,M~. xt3.~ m I 'x • I S ~g ~'2 " FORCEMAIN ('tYP) ' j w 1\ ~ ~ 7sw , $ sop ~Y F..we F y+ ~x5-' 1 ~a'°•
c i ~ ~l~ I r 3 4 (43 i M I DWI * r x4 FF FF_u_Fp FF FF P, F F~ mi " 3 as 1sc
~ PUMPOUT x(a.o) x-8•~ x(a•~ 0 0 0 0 { o I x3,so! S F~-r-- p F t~ F F 1 a~ 2 FOR~EMAIN (f~P"5""' ~ I $I ~ a z3 ~ o~ t ~ ~ ~~t.
.l.,M. o 0 0 'v v ! ',I~ • x4.13 I •n N+ ~ jn ~ DWx1 68C 1 DC WT+• S ~ a$~ ~ ~ F F 1 I ~ ~ ~ ~ 11 ~I,,," o STORM
-....g ...I I i n 33 1 MH
1 ar• \ ..t,./.J~ w x~s~i PROPOSED $ -I ~ Errn x(2• to ~ xas I I ~'I • ~ BOAT LIFT ~ G ~ p ~ o -3. ~ I I : pl/3' ~ • • ( ~N,n $ •-..,..g ~ ~ 55'X3z' ~ 1 ~ 15'x32' j 1 ~ z ~ ~1 ~
~ \ Z o o a. o o C o ~ o °'~•M00~1~ PILE "''o I ~ zl ~ ' ~N',n 5~ o ~ of y\ ~ x(,.2 ~ Ch'P) 1 p 1 f 12 t t ~ zl • ~'01 ~ ~ REP~R SYSTEM i 20.01 REPNR SYSTEM I 18.0 / 7 fic I I ll ttt
a ~ TOP OF GRAVEL ELEV. 5.5 nw~ TOP OF GRAVEL ELEV. 5.~ ~ 3 / ~ ec I I
° I ,'I'~ ~ ~ I~
9\ ,~~,pROPOSED 4 t q,\ ~ ~ BOAT U I I '•7• • I ~a ~ ~'3 ,~e, / 6~ x4.5 2ACCESS~EA5EMENT b I "
j~ 2.9 ~ 4vx ` ~ N x5.2 tV I I ~CLR ~ I " ~ 7.61
~ 1 " IAo a.% \ TEMPORARY ~
x-7.7 ~ ',T. x ~YM1! CONSTRUCTION ~ ~ ~ ENTRANCE/EXIT
1 ys 0 JA'I` t3R~p,E 3 / I I ••'!~•,~x•P.'~. P BOAT Lf~ TtCKCT 1 I
Rif~'.5 8?' BY SOU NTROL ~ x(,., I / 1.279 ACRES e / I I • • •t,'.•'•:~~~°, RE 2a' PER'V~U CONCRETE DR 4 ~ 20° ~RNOCN ETE NTROL 'sW
PRppO - I ~ i RE ~ - _ _ 1G"_P.VC
1 ~ BOAT LIFT 2 ~ f \ ~ I - , . , i J11~. ~ e- BL ~
, 5 - % ~ I 4.8 I 8.2 7.16
xCf 0 I 1 .0. f .~1~. 7 x-3.2 : ~ • ~•L: x
2 (z.z) I yc 2 f T , MIN. CDNCRET~ "i, : o . ','a; x $ ' + xa f s,o JvV.. M' ` ~ ~<.e QECK r,' : 4xI ECM N 15.OS' 1 o E 4n.11' xe.4 ECM ~ ~ B BC SW x" / TEMPORARY STORM INLET xs,D'
f x-7.~ N I yr. /.Ijt, '~x~: '.t ''•5'8'. /1~ P OPOSEO M / ' ~ ~ 7 3 f M~ ,'a ~ N s 3e 38~" W TRACT 2 % SEDIMENT TRAP ()YP) ~ i ~ BC6 ~
B~T LIFT f , : (fYYP). I ~ x(822 •a,, ~ d'x- na I, ~ ` .q' xa.3 e,< «
~ O 41 ~ i w, " y', . f ~ Mil I yr Y f N 1 31 0 _ •ka., SWIMMING POOL ; a . ,/~tLTIR'. „ 0.126 ACRE i i x4.9 x5,d if? II~L I
J ~ f 1 'J "A.1~' x- 3 (12a~ I 7~I \ t~~ ~ r , I.: I ' p I ~ p. TC ~ ~o x
sl ~ , ' 1 ~ ! yr' ~B! ~~'~x RD , I X.2 ~ ~ 8.13 g4 1 MARK BAKE~s ~ a L a~
N4•1 ~ ~ ~ /''I ,RO I DB 750,,PG-S'2T ~ in 6.~
- x{ Ot r I I ` JAM s.~ l z x ~ ~ I I ~ « ~ ~ ec " ~//x5,o ~ i
~ ~ 3, pp~~ ~ Ga ~ I x(s.8~ p.2> 'r ~ ~ MIS x2,7 x2.s .79° ..Q SILT FENCE I 3.9..~ % EC1A /~~/N 15'46'OS" E 139.65 ECM 5.% ~i xc~
1 ys ,.2) x_s.~ EX, F'COATlNG DOCK SIPS I .'13 i x(z.2 1`,l~,l~. ~ ~BECM x3,3 N 15'51'41" E 228.08'{TOT) ~ ,s!__- X X-- 31
I ~ ~ a.s ,__,,,~..X :~...~-1.. ti q ~ ~ X EXISTING FENCE I ~ I J 8'NV~"• ''sX X~i 1~ - X X b / ° X X X X X X ~ I EXISTING FENCE ~
i~ I ~ i a-1 r/. ~ ~
3~ ~ l r W t f f \r'/i I
c Jam. I m~ _-_--,a__________________ ~,____________-___-._s_______~
' (2.7 J.JJ~ (&a) x(~o J~.lvt.l y / x5.2 /(f(+J x / ri~~ y yp ; -3.~ -7.4 I (g MCBCJJ LLC ~ ,QRAINAGE SCHEDULE
g yv (8.3) ~ (1.i I 2 DB 1108, ~ 102 a~~ ~ x Y x C CLD =CENTERLINE OF DITCH DISTURBED AREA = 1.030 ACRES ~ .RIM.. _ _
a° I p J~ o 2o,D DI 1 / I c,.2 ~ i s» DI 1 4.43 5.87 SW =SIDEWALK
/ yr• ~ x-z.~ s.5) DI 2 / x~ 7.5 DI 2 4.43 5.87 CLR =CENTERLINE OF ROAD 20' ~o' 0 20' so'
DI 3 I ,u.~ ~ DI 3 4.43 5.87 T6 =TOP OF BANK D! 4 4,43 5.87 R/W =RIGHT-OF-WAY cRAPwc sue: s• - zo' REVISED: 1 x/06/06 CAMA}(CLtvt}
~ ~ ° B" BY-PASS WEIR " D! 4 / ~ 4 PERMEABLE CONCRETE D) 5 DI 5 4.43 5,87 PP =POWER POLE REVISED: to/16/os ~Dw4)(cLM)
w - ! B GRAVEL, BASE ' • 'a DI 6 • Di 6 4.50 6,40 DI =DROP INLET
i ~ DI 7 ~ 0,2 10" RCP 10" PVC DI 7 4.90 6.40 LP =LIGHT POLE y~ I c Au~r~~i,,'~ SHEET 3 OF 5 C.A.M.A. APPLICATION
,ilAJ4 x(1 i 10 RCP / ~ yW (,.z MH =MANHOLE ` a;,~~ o~,~,~, EROSION & STORM WATER MANAGEMENT pLAN
j x-2.~ 22' TPED =TELEPHONE PEDESTAL Bc =BACK OF CURB . - ° THE PINNACLE
N q UPON COMPLETION OF PROJECT CUT 4 CONCRETE W/ 6 GRAVEL BASE WV =WATER VALVE r 324
~ AND REMOVE WOVEN FlLTER FABRIC " .5e~ BY-PASS CONTROL .STRUCTURE SHEET FLOW THRU WM =WATER METER ~ r~~-`
/ 8.25 4 2 12 ELEV. 8.25 PLAN 1X MIN. ~ COYER --1% MIN VEGETATNE F1LTk3t STRIP BW =BLOCK WALL ~s~~,F R a~~~~
25' CONCRETE FU JUNCTION SPREADER WITH GA MANHOLE RING , EA~DENRC~ UCT =UNDERGROUND CABLE TELEVISION ,'i~~Ip f~n,~ `'q~~~~ REFER ~E •CARTERET COUNTY REGIS'fRY~2 OE
5.28 8" ~ do COVER 25 CONK RETE FLOW BOX BLOCK RI`7AINING WALL nuln)t RETNNING WAIT UE =UNDERGROUND ELECTRIC MOREHEAD TOWNSHIP CARTERET COUNTY, NORTH CAROLINA
" RIM 8.2 ~ WOVEN FILTER FABRIC ~ WOVEN FILTER FABRIC 10" PVC 5 0' EIP =EXISTING IRON PIPE
ro ECM =EXISTING CONCRETE MONUMENT
CAP W/ HUGGER BAND BLOCK RETAINING WALL EM =ELECTRIC METER OWNER: PINNACLE EAST, LLC GYE =GYE WIRE
27' - 8 PERFORATIED 57 WASHED STONE 8" BY-PASS R ..5.28 XI TING GRADE E S MET9LPJP _ _ _ _ _ `TTOt~I ELEV. 4.00 _ » " / i ~ NPS = NO POINT SET ADDRESS: 245 WINDSOR RD.
~ 10 PIPE r + t2 a" ~ ~ =NEW BULKHEAD GREENVILLE, NC 27858
4 CLEAN SANq r WOVEN FILTER FABRIC 9O" RCF 10" RCP - aH =EXISTING BULKHEAD PHONE: [phone]fi5
sELEV. lfl~~lf f I~III<flll = I:I c)aT)~IC nnr.K
ru rme 10" 1 Io• PVCI ..H' 3.117 .
e» 24° FLOW SPREADER - PLAN ® = BOARDWALK B Baldwin and Assocusps SURVEYED: JP APPROVED: JSJ
ELEV. 2.0° SEASONAL HIGH WATER TABLE INV. 4.43 . INV. 4.43 a n INV. 3.87 r = WATER DEPTH AT LOW TIDE (04/28/06) ENGINEERING LAND SURVEYING
FLOW . FLOW SPREADER - PROFILE JB = JUNCTION BOX 1015 CONFERENCE V DRAWN: KWa1/CLM DATE: 10/05/06
INFILTRATION TRENCH DETAIL Y-PASS CONTROL STRUCTURE RD = ROOF DRAIN eA REF)NVILLE NC, 27858 252 756-1340 CHECKED: JSJ SCALE: 1" = 20'
N.T.S. PROFILE
CAD FILE: The Pinnacle Group/SITE-STORM/PINNACLE-SITE-STORM.DWG
FILE# 05-237 FB 374, PG 22 C&G:

SiTE DATA LEGEND
TOTAL AREA,.,> 1.279 AC.
AREA ABOVE NORMAL HIGH WAT R , , CLD =CENTERLINE OF DITCH
NING . RA-3 EXISTING ZO SW =SIDEWALK CLR =CENTERLINE OF ROAD
T I DING ENVELOPE AREA GROUND .....12 395 5.F. OTAL BU L ( ) , TB =TOP OF BANK
. NUMBER OF FLOORS 3 R/W =RIGHT-OF-WAY
AREA iN OPEN SPACE INCLUDING PARKING 45 627 S.F. • ( ) IMPERVIOUS AREA ..................17,815 S.F. PP = PQWER POLE
PARKING SPACES REQUIRED 24 DI =DROP INLET
HAND{CAP SPACES REQUIRED . . . . . . . 1 LP =LIGHT POLE MH =MANHOLE
PARKING SPACES PROVIDED 24 TPED =TELEPHONE PEDESTAL
HANDICAP SPACES PROVIDED . . . . . . 1 RECREATION AREA REQUIRED . . ............3,444 S.F, BC =BACK OF CURB
RECREATION AREA PROVIDED . ....5,880 S.F. WV =WATER VALVE
tm+ WM =WATER METER
~ , BOGUS SOUND Lx. DocK r~ BW =BLOCK WALL EW =EDGE OF WATER 1 ~
\ ~1 UCT =UNDERGROUND CABLE TELEVISION x I I
UE =UNDERGROUND ELECTRIC
EIP =EXISTING IRON PIPE I 3
go 1 f t ECM =EXISTING CONCRETE MONUMENT ~ MONUMENT
J MONEY f lS7A1VD QAY EM =ELECTRIC METER I o ~ANCHQ E" GYE =GYE WIRE 1 ~ ELEV.=9.531929)
~ ~ NPS = NO POINT SET i
. SITE ~ aaA A.\A An.~ 8M =NEW BULKHEAD 1 I A
- eH - =EXISTING BULKHEAD ? ~ /
= FLOATING DOCK ~ ~ ° ~
~ o BOARDWALK ? I A,A,A. Jl.rt.A. I EIP I~ > ec
aaa. , aaA AAA aaA aaa. a,n,n. G1SWF3l. (12~ x-a,s x~ os~ x-1,3 =WATER DEPTH AT LOW TIDE (04/28/06) ( 1( 01
aaA AA~L (3,5) aAA anJl aaA .MJI, aaa, x-as x(1128 x(9 Q2 .n.~..~ NHW =NORMAL HIGH WATER ~ I I ~ ' ~
x(~~8k t1.o ~ ( ~ I ~ ~ i
Nora: JV~.iI. .Jti./~J~ ~l„I.J~. J..l~.,il. , ~ , .1~1~h. .rl,tisl. .iul 17X1.5 DECK ENCROACHMENT !M'0 30 i I I II ~ I .A.~,.l i ! 1 I ~
BUFFER AT tat FLOOR, 2nd FLOOR, AND I I I3 i I
aAn Ana, aaa. 3rd FLOOR PLANS, Awn. Anal j ` +d( + I i i
TOTAL ENCROACHMENT IS 153 S.F. ATLANTIC OCEAN - NHW I f 1 I I I
aan. a.tia, aAn. aa.n x( ,y~, aaA aaA J~.A.l~ 1~JlA ~ ~'1 I n M I ~ ~ / '
x(1.o OF ter. at• ~ WA'CERWA~tfi ~I' OF COASTAL WE~LANDSN`n' x-11.6 z(74 -2. ~r~r.. ~ - .I..A,A. NHW T8 1 I I n I / ~6~~ I
VICINITY MAP ~ ~ - x~ ~ x3.5 I ~ 111 I ~ , \ scl sL._.,.-......_._,._...._.....,. NHW ~ %3.7 i ~ 5.5x 3 13 /p ~ "cLR 7.7~
1.3 M~}~,.+ .1Y•• dt. \ 1, .~NHw NORMAL ,.~'iNrr~v NORMAL WIGH WATER f \ e / ' ~ x4.s ~ M I //hey 7.ss t e w
aaA aaA / .o ••-"''~1e"' tANDWARD EXTENT OF 3.3 ~ l ~ I ~ ~'h ee I
~ ~ / ~Fi' COASTAL WENWDS ~ . r aOAlk, ~ t x(1.a} ~ .11~~ ,yr, ,/~s •~~'RAMP<r x3.t 9 ' \ N i X1"316 x3.8 ~ l/// I~ 8.45 1
x-1.4 / i ~ ~ ~ i \ z ~
\ ~ ' / ~ < / f BECKY HOCJSE \ I x4•a \ / ~ I x4,4 ~ X.2 x4.2 1 % 8C
\ / / a.s I I x4a 1 DB 79$, P•G $88 xa.s ~ \ a a ~ 5.4x ~ / T.84 7.79 \ ~ 7.77 I ~ ~
~ x-1.4 / aan,, .y i / ~ ! 1 ? , d / ~ /~e~~ i i i L 3 EVERGREEN TREES ®a.0 Q.c. I ~.C. I / /
1 ~ aAA aaA AnA s / r ~ I 1 i / MiN. HEIGHT 0 MATURITY 10) I i \ I 30' 5E1BACit 56(SCREENING SHRUBS 0 3.0' O.C. x4'3 ~ I
f t ,y,, / ,~ra ( a .7 I / a. ~ l i 30 NPS 9.3 3 T8 4" PIP6\ x4`8 4" PI I x4 / / x4.3 x S 1559 19 W 3$6.30 (TQT) MIN. HEIGHT 0 MATURITY 30~ b ~ ` ~ ' ECM ~ sae
i ,yl; aaa. 3. ~ x An..~ I 3 ,12 28,s1 1 1 3. x WM~/ ~ BC 7,75
J .1 ,1x 8C
+ `w x(s,o) EX. FISH ~ o ~ l / ~ -10.0 l.An. 13 .s STATION x3,5 \ / --I_ _1.___-___..___...I ___-___L-- D MBL x 7 / /5.1x`'/ \ 9 ~ ~ 7,71 , .__-L__ - ~ I
(0,1) x(7.1 ao ~ / r,. _ - X - ~ J~ _1.8 o.s aAti -5.o PROP05~• 9UI.KH_ eF1 ~ / I _ _ _ I - ? ____r 1
•'+'a • %d.a tOFASE~ENTUNE i i xs.7 ' I i ~
( ~ x?y.~ _2,D IS11NG ~ x { x I ~
! 8~ 4.z I N / n x c ~ I ~ aaa, aAti AaA .s / ~ I I I Q sso
_ ~ aAA W x({a ~ s x4'2 ~ ~ 1 I ~ I ~ I I ~ ry xCLR 7.72
t aaa. Mf0 -3.6 x(0.8 ~ 4.0 i ~ x 0' Q"' ~ aa.~ n o aaA Ana. aaA m ~ I in / ,g I I I f
l~ ~ o ~ I c , MARINA do (-z.5) a•
t0 x aa.A aaA -3.5 aAA ~ 4. x4• ,
14~ ~ x(o.a ~ 90AT SUP ! ~ ` x 4,' , a x4.4 ~ ~'.5 I ~ \ / " / ~ Q///"~~~+ f~ i S x5.9 5.8 1 ~ 'y,A?m
I aAJ~ ,II.nA x~ 4'i x~ 4.3) ~ I \ d • (3,65 I i aA~.(so~ x_4.6 aaA (3 aaA aaa. ( x4.2 ,A.
aaA NPg x~3~ x-4~ I x4.3 aa.A x(2.s) in 'a. I N ~
1 ~ ha.~ Mn, aa~s 5ECTX)N EPg x(37 I d x4.2 (SEE SHEET z i x4.2 4s
yl. ~ aAA OF 5) m I _ x (4 3 I DW ` e • ~ as s ` ~ ~ I •~,t x4,3 x , ml 3 \ °o~ 7BC
PUMPOUT 3,3' x(a.o) x-S.~ x(4.68 0 ® 0 ° I so 1 AnA o 0 0 -s.o o o ro 0 ro -o ! x3' t o 16" 'e 7.4
1 (ton ° ~'9.b• I I COLUMN e x4.3 , OI O Z~ 5.88 883C UAL.,
~ aan. W x~9~i ~ PROPPOS 5 14 -aro ~ (z. ~ ~5 ! 1 ~ .•4 ' I I n 33 I ~ I + .,4 , I _ i.i r i
Z Q 80AT LIFT ¢ ~ ~ o x-3• I of ~i 0 I X~ ~
~ e, „a o ~ a• I:~ o ~-MOO~ir~ PILE -'0 r ~ : ' W tc~ 5, 0 0 N \ ~ ) Z 0 x~'i?2 aNk ~ ~~~aAA C~F'A 10 11 12 is I N . ` I ~ J I~il ~ ' S'~r ING *~x i I w,~ BC 7'34
~ 0 0 s N B 9 r. I a. \ ~ 0 Z fillfg ; y~ 3 m px I tt tD~ i / 616 7.62
~,3 ~;,1 a$ DUMP xa.SR PAD 25' INGRESS EGRESS j ~ 20
y~\ ~ B T tJFT 4 z) Flo I x4,3 0 Y I I 4 y \s (8.6 -W~NG!NA 3. NVI~ I 4~3 r ar`¦"" r 4 • a 4,4 ~ / ACCESS EASEMENT I ~'3 x8.54
9 \ {z.s 0 0 N x-3.8 aAA I .4 'f~ f. » x5'2 I ~ ClR
x- ) A x \ I ~ 7SW
1 ~ Z aAn. f x' ~ 1 al i xa.4 HANDICAP \ I I ~
1 ar• 0 iSR POSED 3 X I b ao~T uFr TRACT 1 ~ i 1 ~ c ~ f ~ SECTION B' / ~NM 1 I I
i ~ 'V / / 1'"-` (SEE SHEET 5 \ / i j ~ ~ ~ ~ i / 1.279 ACRES OF g} ~ / r 20' PERVIOU CONCRETE DR .4 ! I 20' CONCRETE 7,27 I I APRON
, 1 t33.t ` f t,......___..___.. 20; M8L'- tom/ ! 10' MBL a__ I I ~ _ 10" PVC
1 ~ aaA x(e7~ \ xao i ~ - a,a I ~i 4 I
4 I 1 ~ m l m I sao 7,1s
~ i j8.3 x+7.8 0 ~ 3. ( `N ~ ~I ~ ,~k, Aaln. x{ 2~2) 1 atr j 1 D, ~ ~ i , ~ •
~ aaA z. 1 MIN CONCRET • . ' a.z x ~ . ' ~ 8.0 aaa. M" I ~ ~ ~ :4 HECK e., r 'r,' • t• w .~~~,,~I ECM N 15'06'10" E 40.11' x5,a ECM I * ec ac7 sw 56 SCREENING SHRUBS @ 3.0' C. 1 xs.ol
f Q -7,8 a 1 ~ ,1,. '~n9~4 ' x4,2 ,a '~3 N 69'41'20" W HEIGHT 0 MATURITY 3a'~ ~ i
. 9ReAt~u 1 . x t xt6?2 ,0. 0 d'~ ~ IJ ( ~ ' - ~,h.3 0.q r` 4) 38.38' TRACT 2 ~ I ~ ec8 ,
aaA 1 3 ''r' ~ - Y MMiNG POOL : e ~ ~ 1 to ? I ~~S''~ _ k4., SWI a.t26 ACRE ~ xas w 1 I
l .~i ~ Ann, x 2.3 (14) D t Oil ~j. \ \ * m -Z Ott C'~ ,w. j : ` zl ~ ~ o ~ ~ • COLUMN t0, M I~L T
i ~ \6 \f•~x , ' d p 72.0' 10, X.2 MARK BAKE ' ©wLl~ 613 6.6
.4 i Awn. 1 ~f M „ m " ~ I I~ AnA x(4.1 x 1 \ r ^~f. t ..f,C_~, 10 I D8 750y 1?irg2~ ~ o ac sc
I .x(5.8 AnA (1.2} ~ 1 1 aal~ x2.7 x2.5 .79' 3.x 1 tt ~~rx6.c ut I
f aY• {1.z x~,8 EX. Fi0A71NG DOCK SIPS ( ,73 2.s xad 187.56 ~ ~ x-2•~ a.~.A ECM xs.3 N 15'51'41" E 228,08' TOT / 3.e/ x~~~ X X---- ECM ~ ~N 1548'06" E 139.65' ECM 5•x I c~ 31
~ 6w X X -~-'X ~ ~ ~ EXISTING FF.t~E EXISTING FENCE ~ I
1 ~ 1 I ~ / ~ ~ . ~ ~ ~ ~ y 18 EVERGREEN TREES ~ 8,0' .C. I y% ~ ~ MIN. HEIGHT m MATURITY 10q ~ ~ c ~ I
/y i raw ! ~ 1 ~a ~ ~ GENERA!. NOTES ~ I ~
(2.7 aAA 6.4) x{4~U .nnA 1 / ~ k52
/ 4w ; x-s.~ ~7.a 1 ~ i/ MCBCJJ ~ 1. CnY'S REST 1. CITY'S RESPONSIBIL{iY FOR WATER LINES ENDS AT THE WATER METER. a: 2. ALL UTILITIES WILL BE UNDERGROUND. 20' 10' 0 20' 40' 60'
(8.3 (1.1} 1 = DB i t 08, ~G 102 ~ ~ ! x-7.8 6.; Y x_2.i .7 WATER ANC 3. WATER AND SEWER 5ERWCES TO BE SCHEDULE 40 PVC.
2 °o ~ 4. NCDOT ORI ~ ~ x(t.z 5. GAS/UflLIT 4. NCDOT DRIVEWAY PERMCC AND ENCROACHMENT AGREEMENT IS REQUIRED. 5. GAS/UTiLITY EASEMENTS IS t0' IN WIDTH AND IS CENTERED OVER GAS iJNES AS INSTALLED. O1tAplllc scALE: t" ° 20' Ri:VISED: 11/06/06 (CAMA)(CLM)
/ arr z.~ ~ / x(8.58 z TRASH COL 6. TRASH COLLECTION TO ~ PROVIDED BY A PRIVATE SERVICE. SHEET 2 OF ~ C.A.M.A APPLICATION
/ ~ a,.aa. a 7. NO LARGE / ~ 0 8. ALL ELEVAI 8: ANUO. E~LEVGA71oNS~ARE REEi.APTNE~TD INNa o71~N I. v~ERTI~CALSGEOnE~c pgT~u~ NE EASEMENTS. ~IIE PUN 1111111 1111 t ! 0 / ~
/ ? 9. STORM WA1 9. STORM WATER MANAGEMENT PLAN IS REQUIRED. ~ unw R 0~///i 10. ERO~ON CONTROL PLAN IS REQUIRED. ~a`` ~ < THE PINNACLE
x 10. EROSION w 11. THIS PROI 11. THIS PROPERTY IS LOCATED IN A SPECW. FLOOD HAZARDOUS AREA AS DETERMINED BY THE FEDERAL 6 s s ~ paaa'y~
/ ' EMERGENCY M a„na, x(o.z) 1998), ELEV.= EMERGENCY MANAGEMENT AGENCY. REF: FlRM 3720638500J, DATED: JULY t6, 2003. ELEV. =B (NGVD ~ ti y 1988), ELEV.=9,O4 (NGVD 1929) ?
~ f -1.2 12. A MAJOR / x~'2?~ 13. CONSTRU( 12. A MAJOR CAMA PERMIT WILL BE REQUIRED. ~ 24,E 13. CONSTRUCITON PLANS AND SPECIFICA110NS SHALL BE APPROVED BY ATLANTIC BEACH PRIOR TO REFERENCE: DEED BOOK 1133 PAGE 292 OF
CONSTRUCTION CONSTRUCTION OF ANY WATER DR SEWER MNNS. ~s,
14. PAVED AR ~ ~ SUBGRADE WH UBGRADE WHIFCH SHALL BE OMPACTED TO 100 MAXIMUM DRY DENSITY INCACCORDANCEEWITH 6AASHTO-T99. ~~I~F~'~'r~nm~m~°@0~~~ THE CARTEREt COUNTY REGISTRY
15. AGGREGAT 15. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING T4 SECTION 520 OF THE NCDOT STANDARD ~/Oq,,1H11 Imp o lr~,p
5PECIFICATiON' 18. EitNMINOI 5PECIt1CATi0N5 DATED t99o. MOREHEAD TOWNSHIP, CARTERET COUNTY," NOI~TH~ CAROLINA 18. BITUMINOUS CONCRETE SURFACE SHALL BE TYPE 1-2 CONFORMING TO SECTION 645 OF THE NCDOT
STANDARD SPI 17. CONCRETE STANDARD SPECIFlCA710NS. ` 17. CONCRETE S{DEWALKS SHALL BE IN ACCORDANCE WITH SECTION 848 OF THE NCDOT STANDARD OWNER: PINNACLE EAST, LLC
SPECIFlCATlON SPECIFlCATlONS.
18. GRADING SPECIFiCATION~ 1& GRADING SIiALL BE IN ACCORDANCE WITH SECTION 226 "ROADWAY EXCAVATION" OF THE NCDOT STANDARD ADDRESS: 245 WINDSOR RD. SPECIFiCAT10NS DATED JANUARY t, t99o. GREENVILLE, NC 27858
19. THE CONT 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING UTIU'flES AND SHALL "PHONE: [phone]
• NOTIFY NC OA NOTIFY NC ONE CALL t1-BOO-632-49491 AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ) I:h~~.. _ °-~a
ORDER THAT 1 ORDER THAT EXISTING UTILITIES IN THE AREA MAY BE FLAGGED OR STAKED
20. THE CONI ROADWAY, DRI 20. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR THE CONSTRUCTION OF THE p ROADWAY, DRAINAGE, WATER UTILITIES AND SEEDING FOR A PERIOD OF ONE YEAR FROM THE DATE OF Baldwin 8nld ASSOCIATES SURVEYED: JP APPROVED: JSJ
ACCEPTANCE ACCEPTANCE AND FINAL PAYMENT FROM THE OWNER. !KA ENGINEERING LAND SURVLYYING
21. PARKING 22. THE NORA 21. PARKING LOT TO BE STRIPED IN ACCORDANCE WITH THIS PLAN. AND PLANNING DRAWN: KWH/CLM DATE: 10/05/06 22. THE NORMAL HIGH WATER UNE WAS DETERMINED BY THE DIVISION OF COASTAL MANAGEMENT. 1015 CONFERENCE DRIVE
eRELLE NC, 27858 2527M
756-1390 CHECKED: JSJ SCALE: 1" = 20'
CAD FILE: The Pinnocle Group/SITE-CAMA/PINNACLE-SrTE-CAMA-REVISEO.DWG
FTLE# 05-237 FIB 374, PG 22 C&G:

I ~ i +
BOGUS SOUND

~ ~
\ 11 ~ 1
.a , ~.....,r~---- ~ S N0~
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` 1
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ATLANTIC OCEAN I l I i
~ ~ ~ ~ ~ ~ ~ h~.J~ [ I 13 ~ i d I m~ ° i
0 I ! I i~
0 VICINITY MAP ~ A ~M I f 1 reo I ~ EIP 13 ~ ~
s t I I ~ et
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~t~ ~ ~ I I ~ i ~ I
I ~J I ~ I n, ~t I I ~ i
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~ ~`=_.._'r,,_.~ _ ~M=~t°--"=-_=~ta DOCK J~J.l~ ~ ~cJcJc - ~ I ! ( ~ ~cl PP
A~,~' ~ N4GH W- ~ ~ ' NORMAL HIGH NoRMa. RICHH wAT~ • x~ :xs" ~ I ~
J~A.J~ Jvlh / .,..........,~--"..,•P. IANDWARD EKfENt OF 1, j' st;1'• a t~; ~,q ~ ~ ~ ~)3, I ,to ~ ~ ~ 1i i ;tiy n 1 esa ~ ~N I ~ % ~~0 N
COASTAL WETLANDS t'

~ ~ ~ ~ ~+x 1 ~ ~ N aed ,ten
\
1 ~ J`'^-'~ ~ I , ~ BECKY HOUSE 1 ~ n 90 ~SSHfD UCT ~ 1 /
P 1 r /off' ~K9 ~g I I i I w i J~,~ I * f J as " ti 30 EXIST. SHED ~ ° i N ENCROACHES ONTO pq » /1 ' i ~ 1
NP5 t.s 4" PIPfi ~ 4" RIP I J J ~ ¦ S 15 5919 W 366.3 ~1'QT) 30 N GH~R'S PROP RTY EXI~ B" TREES ~~B" UCT,1 N A MAX. OF 0.7 TREE / ti i ~ \ ECM ~ ° T
! :r, a..t..t. a7 3 . 2 a 28.61 ~ ~ j oxaa"' 8:57~ o ' UCT ~ ° EXy~ if ED ~ i ~
'a ~ t X i P a~i E
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/ ~ LEGEND d~D °RAPt~C SCAtE: i" • 20°
/ 1 lvl.~l REVISED: 11/06/06 (CAMA}(CLM}
~ ~ CLR =CENTERLINE OF ROA[ ;LINE OF ROAD BANK SHEET 1 OF 5 C.A.M.A APPLICATION
e I ~ TB =TOP OF BANK e R/W =RIGHT-OF-WAY ~oF-WAY SHEET INDEX ~ EXISTING SITE FACILfrIES PLAN
e ! NOTES e PP -POWER POLE POLE
,,,.~;.,t DI =DROP PNLET SHEET 1 OF 5- EXISTING SITE FACILITIES PLAN L ~ ~
1. THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD LP =LIGHT POLE ALE SHEET 2 OF 5- SITE PLAN T~~"» „P ~ 1 V NA~ L~ _
/ HAZARDOU5 AREA AS DETERMINED BY THE FEDERAL MH =MANHOLE EMERGENCY MANAGEMENT AGENCY. ELEV.=7.04-8.04 TPED =TELEPHONE PEDEST~ E SHEET 3 OF 5- EROSION & STORM WATER
(NGVD 1929) ZONE AE, REFERENCE: FIRM 3720638500J, BC =BACK OF CURB HONE PEDESTAL `~~~u~nni~iurri~r MANAGEMENT PLAN ~ C A /~,i F CURB SHEET 4 OF 5- EXCAVATION & FILL PLAN ~a~"""" s Nor. ~'o, REFERENCE; DEED BOOK 1133, PAGE 292 OF THE
DATED JULY 16 2003. WV =WATER VALVE ' IALVE SHEET 5 OF 5- DETAILS ~ ~°3 0~ '~~2'+ CARTEREI COUNTY REGISTRY
2. THE NORMAL HIGH WATER LINE WAS DETERMINED BY WM =WATER METER METER
THE DIVISION OF COASTAL MANAGEMENT. BW =BLOCK WALL WALL ~ ~ MORaiEAD TOWNSHIP, CARTERET COUNTY,' NORTH `yCRFiOLiNA
EW =EDGE OF WATER UCT =UNDERGROUND CABL F WATER ~ ~ ° 3 OUND CABLE TELEVISfON ~ a ~ `
UE =UNDERGROUND ELECTI ROUND ELECTRIC ~ 4nrrronont` ~ OWNER: PINNACLE EAST LLC
ECM =EXISTING CONCRETE ADDRESS: 245 WINDSOR RD. IG METERRETE MONUMENT ~~~~~~~'ninni GREENVILLE, NC 27858 ~ ~ i
EM =ELECTRIC METER
NPS = NO POINT SET NHW -NORMAL HIGH WATEI INT SET PHONE: [phone] ~L HIGH WATER
Baldwin and ASSOCIATES SURVEYED: JP APPROVED: JSJ B ENGINEERING LAND SURVEYING
AND PLANNING DRAWN: KWH/CLM DATE: 10/05/06 /TE
1015 CONFERENCE DRIVE R NVILLE NC, 27856
e252~ 756-1340 CHECKED: JSJ SCALE: 1" = 20'
CAD FILE: The Pinnacle Group/SITE-STROM/PINNACLE- EX. SrTE.DWG
FILE# 05-237 FB 374, PG 22 C&G: