20051372 Ver 1_Site Plan_20050722

1 REEEA SF FAR PERMIT
S JKA ITS JKA 7/11/05
~~t~tt r t ~t~,,~i
ND. DESCR IPTI~N
BY BY BATE .00
evzs~.on
738 ~ r
'{SIN ;a4'e~. 0. 0
p ~
V il'` r ~j S ~r+'
`P I ~ ~ ~

~ r \ \ \ \ \ III \ ~ \
~r'i rr" \ ~ \ LO
.I r II ~ ~ t
11 I R ~ ~ 4
` Mar S. R L fz
Y save 1 ~ I \ ~ DB 1 \ i ~ .299 PG ~ 1 frig ~ E"
.259 0 ~ ~3 Adkins s S ti, \ \ ~ \ \ \ ~ I
DB. 270, PG. 548 a Arthur Curtis ~ ~ ! LIaIITS Of CONS (RJ .x ~ i . \ \ _ 1( i I
DB. 2 75, PG. 52 ~ \ \ e. t~ I I 1
3 Thelbert & Barb a James ~ ~ I I 1 \ \ ^ ~ / / E"
08. 327 P 3 ~ ~ G 52 d \ it ~ \ \ \
244 R R ~ I IVE RIVE t ~ 1\ \
ARAPAHOE N 28510 I t, „
• 1 ~ ~ I I
? 0 ' 1 \ \ r ~ ~ I I ~ \ ~ \ \ r- - CAIIII AEC NP I
~ it \ ~ 1` g
I. i \ ~ ~Jri ~ ~ l ~ ii t ~ . \ 1
.D5 0.05 C ~ ~ \ ` I I I 1 / i l I / 1 1 I
( \ . ~ ~ \ ~ I \ ~ I _ r 1 '7, SF ~ 14..x- I
~ i l ~ ~ 50. I l I . , _ ~ I I i I \ . \ _ ~ ~ 1 / I ~ ~ ~ 111
~ ~ ~ . 0 t~ C? • Q oo
~ ~ ~ o, N L)
* ~ \ S49 ~ 34. ~ 2a~ ~ ~ ~ 11 1 I I ...ter r r ~ ~ ~ 111 c---- ~ ~ 1 1 1 ~ i CD
s \ ~ i ~ _ 1 / I \ , a~ ac - 111 - . $ \ 1 11 \ 1 I i Z f rr)
~ \ i 1 \ _ _ c~AADE Ezls NG RIDGE aR A oe 111 f E 1 1 / \ 111\ 1 I - `,.v,, To.~va ~ ~ 1 J CO
1 . ~ 111 i I I / I \ _ _ , • • 1111 4 ~ ~ ~s 1 1 1 ~ _ 1111 ~ \ i 1 1 \
~ 1 4 l ~.a I I ~ ~ 1 1 ~ 111 1 1 1 1 ~ .a5 AC 1 Il 1 1 1 1 i t ~ - - .~c...~ 8 t 3s 111 Ili i i is N c Ln
~ r 11 ~ ~ _ 1 \ 1 1 1 I ~-~EU~ ~ z~sr~~ 111 1 1 ~ r AR1gp 1 I I a . ~ ' o.0s Ac \ \ 11 11 1 1 C\A t---
' w . o~ r ..W, I 1 1 t o _ l 1 1 1 1 1 1 \ 1 11 1 1 aO 1 1 I C)o
_ I I ~ i STS sF 1 11 \ \ \ 1 z 1 I cn 1 \ \ ~ . ~ ao5 aG ,a ~ 1 1 a\ \
M 1 . d ~ 11 1 1 1 ~ ~ 1 \ \ \ Q~ LL-
4 t11NTS OF CDNSTfttIGTION to ~r ~ ~ I 4• 32 , 11 1 1 1 ~ \ ~ oe ~ 1 1 ~ 1 \ \ \ ~ ~ ~ 1 1 \ E z oo
EXISTING RET DRAINAGE AIhDNG WAIL, , - 1t 1 1 I \ \ DRAINAGE BASlN 1 1 \ ~ z,s, 111 \ \ i 11 ~ ~ ~owo m o
1os~~a . '""~„y„ y, 1 , ~ ~ e 10fi 1 ~ ~ o.os a ? .o, ~ 11 1 1 1 ~a sF •~4 AC ~ G ' 1 1 \ \ ~ ~ ~ 111 \ \ .0 ~ 1 11 ~ a~ 111 1 I ~
9a.1 2 ~ o fa ~ru WA i +~u WA zas~ sF 111 \ \ \ TER 1 i ~ \ 4 1 1 \ P w w
,~~a Il 1 1 ~ ~ ~ 111 \ \ \ ~ \ \ ~ 1 1 \ \ 3 ~ a ~ ~ 11 _ _ ~ 1 11 1 1 \
o ~ ~ ~ 1• 1 1 1 ~ ao5 A 111 r (-N
~ NG LAND CxSTiAiBIt+H: ACAHTfES SHAH aCgJR BELOW THE NDRI~AI WATER LEVEL - ~ ~ ~ \ ~ i - \ a s,7s ~ 1 I 1 \ ~ ~ 111 1 1 ~ Lo Ln
A ENLARGED IT S E PLAN-NEW DEVELOPMENT LAYOUT UTILITI \ _ \ 0,05 AG 1 \ \ ~ 111 \ ~ 1 11 1 1
ES & DRAINAGE G2a C2a SCALE 1"=~a' NORi~AI WAi \ 1 W i 1 \ / NORU 4~B 11 1 al WATER LEVEL (SURVEYED} \ 1 --r C) 0
50' ~ sf 1 I r, ...__,a, ~ z 111 \ 2¢ q\ 111 1 I DRAINAGE Ba~N E+~lNDARY • J 1 m o
p ~ ~ ZONE i v c 1 \ ? 111 iaNE i UNIT- ~ 1 1 NEUSE RUPRIAN DUFFER ? far 0 C-L
~ ~ r ZON! w _':a ~ zoNE z UNIT• 1 1 _ ~ I ~ \ NEUSE ~PaEDAN DUFFER 11 \ 1 111 \ ~ 1 1 ORNNAGE DA9N DOUNDARY,• ~ ~ 1 Cam. I
~ ~ i J ,w... t1 to w ~ ? 11 11 111 > ~ 1 1 i 15 CANA AEG LRIIT (T A ELEVaTK1t'16.0' \ 1 ` ~ ~
Q ~ ~ d 18' WIDE WDRK ACCESS AREA ~ ~J~ 1 111 I \ ..R 1
¢ ~ pG ~ 2 Iwi. ~ U \ ~ 11 111 RAP ~ 1 11 ~ 1 SHl~EIJNE STADIIJIATIT~ ~ /A,y \ Q 1 ~ ~ 1 ~0ss SEGllort aH0 oETA~.s sHEEr cz0 ~f 1 ~z" 77.
~ w o ~ o ~ in N . 01f. ThE 75 CANA AEC UTAT N.(~G THE NEU5E _ _ . R I 111 ~ ~ 1 1 1 ~ \ 1 . IIAT N.(~G THE NEU5E ~4ER SHORELINE P{~11pN OF ThE PRTUEGT WA. ~ I i 5 ESTABLISHED DASED UPDN FiF1D DELNEARgTS ~v ` ~ 1 111
~ ~ ~ ~ BY CAI~A REPRESENTA114ES AID Tff SURVEYED & 20 RESIDENCE PoVER S}~IE PORTION OF THE PRO~CT AND I' \ 1 1 1 AID THE SURVEYED sa• COrlTOUR TFIE N(.~E RESTWCTIVE ~IJOST LMbWARD DEIINEATRIN U \ (~VERNS AIOPIG THE NfUSE ~ \ I THE PROJECT AND IS THE LRUR.Y DEt1NEATl \ 1 11\
f ACC SS R D DEWCTEO BASED UPON THE SURVEYED NORWAL WA WISH fL00R ELEVATION=1fi.0 aN DEPICTED CN THESE PLAN.. THE NEU5E ~PAIDAN 1 ~ i LI6NT5 ARE ? ~ \ ~ SURVEYED NDRNAI WATER LEVEL ~ ~ ~
16 \ i ~ ~ \ \ ~ I ~ 1 1 11 1 1 1
20 1z \ \ \ 1 ~ I \ ~ 1 it i 11 1 1 \
SAND BEACH EXISTI G ST RM E ARPM NT ~ \ \ ~ m 1 11 I 1 1 1 l 1
TO REMAIN 1fi 8 \ ~ LuOrs of ~Urr \ ~ 1 11 i r 11 1 1
12 ~ \ ~ ~ \ ~ 11 1 1 1 1 1 a ~ ~
4 NORMAL WATER ELEVATION=1.D ~ ~ ~ 1 11 I ~ 1 1
8 p RIP RAP ORELI E ST BIUZA ION ~ ~ i 11 1 i 1
SEE ENLA GED W, T S SHE T ~ 1 11 I 1 \
DATUM EL~'V 4 ~ 1 1\ I 1 \ i
-.2 d0 ~ N \ ~ \ ~ II 1 I 1 1 ~ \ \
cci w cv ,r, 0 w f i I ~ \ 1 1 1 9
0+00 0+50 1+00 ~ ~ 1 I 1 1 1 I ~ 6.
1+50 2+00 2+50 ~ \ I 1 1 .~1 1 1 ~ \ 1
CROSS SECTION-SHORELINE STABILI~AT iON 1 \ I I 1 ~ 1
C2a SCALE HORIZONTAL - 1"=3 ' \ ~ 1 1 I 1 ~ ~ 1
VERTICAL - 1: =8 s suwwt,r \ 1 1 1 ~ ~ sly o ~ ~v 1 m aASw 101 aE O~aor? ~Ea I 1
~ 1 ~ 1 / 1
cu ~ r`~ ~,I ~ 1 1 RE I .,LET ~3ROP INLET ~ ~ BLOWOFF ASSEMBLY oRa~ war 1 ~ ~ /
SEDIMENT TRAP ~ » ~ ~ 1 1 C36 C37 aye rr~r ~ C38 1 1 ~ ut' x~ _ ~w 1 I
i~ ur ,aw - cue.cr / ~ j ~
SILT FENCE B ~ ~ ~ 49Q - ~ ~ ~ ~ I ~
ooc~ooo - 1" WATER SERVICE C37 NQ ur aoor iau ioor ' afroxn~xarenaEx ~ 1 C
C38 NN nt uu - - / I n~ na av azu aoo~ x~ ~x aeaa ~a / I I ~
LIMITS OF WORK 18' WIDE WORK ACCESS AREA e+ ~ sx _ _ ~ ~ ~ ~ 1
- 16 - 18"-24" LIMESTONE ~_~_~~w GRASS SWALE C37 FIRE HYDRANT ~ ~ ~ ~ ~ ~ I ~ SLOPE AS INpICATED C3 M° ~
Ins yea rx aav ~axr um rer n~ oenar ~a i I ~
RIP-RAP SILT FENCE B _ pC t~S fV ~
INSTNI UP(~ C061PIE110N C37 CHECK DAM ~ ~m nr asa ut wxr ~ ~ ~ ~ ~y ~
NO DISTURBANCE THIS AREA OF SHOR~INE STA~IItAlION C37 p- > >~4~ SENlER SERVICE _ F pc nr au _ _ ~ I I ~
C3 AF nt ~sr ur near aw rEr ni aena ~a w ns acv nar wsr oxov rEr mx a ria ~ ~ ~ ~1 MT
NEW SLOPE - t2 36" (MIN.) - INLET OUiLEi Pf2QTECTION E ~ 140p - -
Na its +sm aia wcr C37 ? THRUST BLOCK ~ ~w us nsry use um ~~~~a,~ I '
C38 M"' ~ ~ - - arern
~1 ~ - w VALVE & Vr1lVE BOX A ~ 1S0p °R0P 01~ d1~10r"~ 1 ~i W
J - 8 ~ au rm `
B SILT FENCE - p -UN NAW C3 ~
t 27.0' PROPOSED SPOT ELEVATIONS CIA `~Ff~N NO I
~ C37 ~ W W
rv NOT EXISTING TOE CUT, FILL & GRADE ERODED SLOPE sE ~ OF SLOPE - 4 2. SE NORMAL WATER LEVEL z 3. SE 4. RE 3 ~ - N7 - DE BOTTOM ~ FILTER FABRIC _ ~ S.sE ~6~~ NOTES: GRADE EVENLY BETWEEN SPOT ELEVATIONS. THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFIgENT ~ r ~
1. SEE DETAIL A B. & C, SHE:EI' C36 FOR TYPICAL ROADWAY AND PAVEMENT SECTIONS. TO RESTRNN EROSIpW pW EXpp$Ep ~ppES yfl7HIN 1HE SHORTER ~ ~ OF 15 WtiRKIN6 DAYS OR 30 CALENDAR DAYS FOLLOWING ~ ~
2. SEE DETAIL D, SHEET C36 FOR CURB AND GUTTER CONSTRUCTION. COIdPLE110N OF ANY PHASE OF GRADING; AND A PERMANENT ~
3. SEE DETAIL E, SHEET C36 FC1R SIDEWALK CONSTRUCTION. GRWNDCO~ER FOR ALL DISTURBED AREAS WI7HIN 7HE SHORTER pF
4.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE 15 WORKING DAY$ OR 90 CALENDAR DAYS FOLLOWING COMPLETION I ~ N7TH THE PROJECT VEGETPTION PLAN, SEE OF ~ONSIRUCTION OR DEVELOPMENT. ~
DETAIL N, SHEET C37. ~
5. SEE DETAIL J, SHEET C38 FOR TYPICAL TRENCH SECTION. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
NO LAND DISTURBING ACTINTIES SHALL. BE CONDUCTED WITHIN THE 50' ~ A PROP6A.Y Pf101T1ED BO~t0t1 p(f. I ~
NEUSE RIPARIAN BUFFER AREA MATH EX(~PDON OF 1HOSE ACIINTIES L eu. s~~c wme~us swl e~ w~s~n ~s pr m[ axa~ct s~ ~
AUTHORIZED OR PERMISSIBLE WIIHWT PERMIT OR SpEgAI APPROVALS z'~ ~ E~ W'~ ~ ~ ~ eoR uio~wc Bps pi ~
2 ENLARGED CROSS SECTION -SHORELINE STABILIZATION OF 1NE DIVISION OF WATER WAIJTY. ~vK swi eE SEWRm tRpi nE wD Cuum SECS p~c+R m o~sxc a~ axr ~ ~rnExx wmau arF s~
C20 NO TO SCALE 0 0
I
~t t
1 F2
1
1 'I t
1
L--110 512- DWG

1 RELEASE FOR PERMITS JKA ZITS JKA 7/11/05
ND. DESCRIPTION BY BY DATE
Revisions
tr • • i
r ~ PAR \ 7,514Sf~ .ACRES,/ ~ 1 \ \ \
\ 34 7 ~ \ / \ ~ \ 1 ke !N
r rr 1 \ \ \ \ r (sir ~ \ L i~~l ~I~ ~ \ ~
\ \ \ I ~ r / \ ~ \ ~ v - r r, \ \ 1 ~II~~~ ~
~ I ~ ~ r I ~ _ I ~ \ \ r / / ~ , ~ t ~ - ~ ~ , l , .
r I \ 1 ~ i f I \ \ 1 \ 1
~ ~ ~ ~ ~ / \ \ ~ ~ \ \ ~ 1 u ~ ~ \ , \
~ ~ 1 5 \ \ ~ i Q I \ \ Q , r ~ ~ ~ ~ 0 C CE \ ~ ~ \ 1 0
~ ~ ' J ~ + f \ r' \ ~ o Lo W
\ 1 ~ ~ c1 r ~ \ ~ ~ ~ ~ \ \ \ \ 1 ~E-?
\ ~ \ \ I~
\ \ ~ ~ ~ r. \ ` \ ~ 1 \ ~
. \ ~ ,e . , t \ ~ ~ • . 1 ~ , t 7..
1 r ~ \ ~ , E-, Q
~ ~ ~ v ~ ~ v . \
~ \ ~ .x , ~ , ~ ~ . r
\ ~ \ \ ' ~ t \ \ 4 <11 F-4
~y p \
1 ~ 1 l1 \ b e Q L 1 \ \ 0 \ \ I ~
~ i h ~ ~ ~ ~ ti \ \ _•w \ \ r
\ \ ~~~~1 ~l~~l~~ \ ~ J ~ ~ I
~ ~ r, t \
~ . 2t ~ ~ ~ \ . . r.~.• ~
r \ ~ ~ ~ 1 ~ ~
2r ~ \ L
. , • ~•y~.. ~ ~ a~. .r.. k \ , ; • o ' Ala ~ \ • 00 N Ln
+ i ~ ~ i..... r \ CO C<
s \ ~ 1 1 \ . . \ ` t' \ \ 1 ~ M~.+; ~ ACES ~ ` \
~ ~ \ \
~ ~ \ 9. 4 • , , \ \ i ~ \ ~ ~ ~ \ \ z ~ ~~1~, ~`-,4~`----------,~ ~ KEY MAP NOT TO S TO SCALE v ° Q 11
~ 1 \ ~ \ ~ ; .f..., . ~ \ \ \ \ L
\ 1 \ ~ • a 1 \
.a ~ C r \ \ r. ~ . o ~1 \ ~ \ T` \ ~ ~ ~ ~ ~ ` \ ~ ~ ~ ` ' ~ ~ LEGEND h4 W F-
U Y . , \ ~ 1 \ C \ ~ \ . ' , C \ ~ ,a75 ~ \ ~ \ ~ ~ ~ 1 0 c x W00Q
E 1 \ 1 • . ' 0.04 AC ~ ~ \ I ~ \ v
' . ~ \ ~ c ~ \ \ \ i l \ \ ~ ~ \ ~ ~ ~ F \ ~ \ ~ \ ` ~ , ' ~ ~ _ _ ~ ~ ~ ' ~ \ ~ ~ ~ CURB INLET DROP INLET H~~ F 2" BLOWOFf ASSEMBLY ASSEMBLY B ~ co
\ \ ~ \ 57 ~ I \ ,r ~ , \ f,875 SF o , \ \ t \ \ \ , ' ~ / - ~ \ ~ I I SEDIMENT 1RAP C36 C37 • ~ ` ~ / \ li t~ II ( o0000o SILT FENCE B i" WATER SERVICE C38 p 0
~ \ \ \ ao4 Ac ~ \ \ / ~ 1 \ ~ 4 ? \ ~ \ $ 1
~ ~ ~ A 1 1 1 ~ , 1 \ M: ~ , 14
' 1 / \ \ s \ i w f2VICE C L
. 0.04 A \ ~ 1 ~ ~ o 1 \ C38 7D r
+ \
_ ~ y~ry~y~,,,p ~1 ~ 1 I ~ ~ ~ ~\~i~/ ~ I ~ I ~1 SLOPE ASANDICATED C I ~ f~RE HYDRANT 1 ~ N
1 ~ \ ~o \ C38
G ~ S i 1 ~ ~ E 1 0 x m t, i o
~ ~ 1 \ \ ~ e \ ~\\i~/-'' 1 ~ ~ I ~ I I I ~ CHECK DAM ~
.5 IN 1,875 Sf ~ ~ o- 1 1 4 SEWER SERVICE \ \ ~ \ ~ ~ , ~ \ ~ \ 1. ~i / ~ \ ~ ~ ~ ~ ~ I ~ ~ L SERVICE rr F ~ z
c~ ,n 1 \ \ 1 1 C3 ~ 0 0- a._
G~CLEAIBN~. ~ 54~` \ i ~ \ \ ` ^ ~ \ \ \ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ d' , I , ~ I ~ ~ ~ / ~ ~ INLET OUTLET PROTECTION E
AREA`"'' \ ~ ~ ~ ~ ~ 1,875 SF \ \ Lc,~ ~ 0.04 AC ~ \ ( G
~r _ ~ \ \ \ \ \ ~ \ ~ ~ / / / ` ~ I ( ( ~ I ~ I ~ ~ / / / , mRUST BLOCK C38
t \ ~ \ 53 ` ~ \ \ 'c~~ ~ ~ ~ \ ~ , ~ / ~ \ \ ~ l ~ ~ / ~ I ~ / / ~ N VALUE & VALVE BMX A
~ \ 1875 SE i r, ~ ~ \ ~ r'
s ~ AC , \ ~..o \ - ~ ~ 1 1 ` 1 t 11 1 ~ ~ \ ~ ~ / ~ 1 ~ I' / ~ / ~ 1 ~ C38 ~ END-OFLNff fIXtCE MAIN QfANWT MAIN CLIANOUT rH
\ ~ ~ r 1 f ~ ~ 1 1 ~ _ ~ 1 i ~ i i I ` ~ ~ ` ~ ~ ` _ I ~ 1 ~ ~ ~ i-2Z~~ PROPOSED SPOT ELEVATIONS C3
a\ a \ ! \ A aoa Ac c,u ~ \ \ 1875 ~ \ ~ I 1,887 s~ ~ ~ ' ~ I ' l I ~1 \ ~1 ` \ ~ ~ i I ~ ~ i ~ ~ ~ / ~ / ~ ' J J NOTES: GRADE EVENLY BETWEEN SPOT ELEVATIONS.
w ~ y \ ~ 0.04 Ac 1 II I / 0.04 ac ~ I ~ ~ \ I ~ ~ 1887 ~ \ \ I ~ I ~ ~ ~ ~ \ , ~ \ ~ I ~ ~ I ~ / ~ / ~ ~ 7. SEE DETAIL A B, & C, SHEET C36 FOR TYPICAL ROADWAY AND PAVEMENT SECTIONS.
r \ ~ \ ~ i ao4 Ac ~ ~ t I ~ I I 1,8s \ \ { I ~ ~ ~'1 ~ , ~ j ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~ 6 ~ 2. SEE DETAIL D, SHEET C36 FOR CURB AND GUTTER CONSTRUCTION.
! ~ \ I I FFE 31. aa4 A ~ 1 WdiTS ~ \ ~ \ s>RUC~ I I ~ I ~ ~ ~ ~ ~ ` ~ ~ ~ j I ~ ~ ~ ~ i ~ J ~ \ 3. SEE DETAIL E, SHEET C36 fOR SIDEWALK CONSTRUCTION.
\ r II ~ ~ r I ~ ~ ~ ~ ~ \ ~ ~ ~ I ~ ~ ~ I I f I ~ , 5` 4. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
~ 1 ~ ~ \ \ 1 e ~
~ \ \ t 1/ \ ~ \ \ , t I =~X ~~S TI N G MA`~ \~N/~.\ \ ~ ~ i ~ ~ I i i ~ ~ ~ ~ ~ WITH THE PROJECT VEGETA710N PLAN, SEE ~ \ 1 ~ ~ ~ I I I ~ ~ ~ ` DETAIL H, SHEET C37.
a AC ~ ` I I \ r ~ a. 4 AZT I TCI REMAIyV ~ ~ \ ~1` ~ I ~ ~ I ~ I S. SEE DETAIL J, SHEET C38 FOR TYPICAL TRENCH SECTION.
~ I I \ \ 111 ~T 24 FF I 1 .0
- ,,887 ~ ~ ` ~ \ \ \ I f ~ 1 ~ ~ ~ ~ ,~%~~Jii~~1i~~ ~ / ~ I ~ -
1 \ _ i o \ 4 t ~ / / , ~t'1,~ ~ ` ~ ~ ~ ~ cxwuaswieu~arwn 1 ~ ~ ~ ` ~ I I ~ ~ I r/ swucuc o ri A abr A same ar aana rn
1 \ \ ~ 0,04 AC \
\ \ \ / ~ \ tip x
~ 2B - \ \ ~ ~ ~r >~A ,875
DR ~ ~ ~ i r o \ 0.04 AC ~ r ~ I ! ~ ~ ~ ~ ~ I I~j~ ~I~\~~ ~ % r ro gar eau aeN~cr
~ \ 1 ~ 1 r 1 69 812 SF \ ~ ~ \ r I 1 I \ \ ~ i 1 ~ ~ ~ w mw - aster
~ r I ~
/ / / ~ I / , \ I I ! ~ . \ iii j ~ ~ nx ar asr aw rn'M V.,.w... m MN r ,
\ ~ _ \ ~ ~ ~ ~ n ~~o' uo uu uv as rEr rM aena ~a I Mt
C'. _ ~I ~ ~ \ ~ ~ ~ ~ \ ~ ~ \ J' ~ / \ 1K q~ 600' APOP MEf
~ pe mo aao~ ua wuo oxor rcr Nm a~eea ~ I 0 C)
\ I \ \ \ ~ ~ ~ ` - ~ ' ~ ~ ' ~ ~ Rec ns uor - - rcr
~y--~ DRAINAGE BASIN ~ ~ ~ y ~ ~ ~ a ~ ` ~ ~ ~ ~ ~ I~ II ~rf I ~ l ~ l ~ ~ ~ i ~ ~ \ t1' ~ ~ ~ ~ - ' ~ ~ pr nr uv ~ 10.74 as rcr nx wnw rug / / ~
/ I ~ ~ / ` ~ ~ ~ ~ to iur uv ue xiau aus rcr mx o~ena rep
~ ~ / ~ ~ ~ a ar ua un wso rcr mx aena Ex
ie / I~ ~ ~O ~ \ ~w iu yam - - awxcT ~ ~ 11~ / ~ ~ ~ w~ ias ,aov - - ar Ncr W ~
~''__\N~°°s443~"'- , ~ , ~ j~l~ Ill ~ ~ ~ wo uat / ~ I / ~ ~ Kv us +ua aye x~r ~ a~afw Ex
~ ~ ' I ( ~ Iw ,Gar - - aw ~[r
- - - i ~ / I ~1/ I ~ ` \ ~ t~ ar +~3r qua uo~' oxav rn.~x aana ~trt
~ ~ i ~i I ~ pe izr nav nro ttm rcr~oa~w~a
/ A ~ TROD NTR~iN~ ~ E I J' ~ I I - ~ - - - ~ / I ~ 1 \ ~ \ SPFq I IN NO OEM]
15.83` \ ~ 5p''~4~.T\\\ ~~~X ~ ~ ~ ~ ~ ~ ~ ~ N~~~~? ~ , ? ~ ~ ~ ~ j 5~ \ ~ ~ THE CONiRACiOR SFIgLL pRONDE A GRWNDCAVER SUFF1gENT
~ \ ~ I I ~ ~ ~ ~ \ ~ \ TO RESIRNN EROSION ON EXPO~D SLOPES WIIHIN THE SHORTER ER
E ~ ~ ~ \ ~ ~ ~ ~ OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING ~ I ~ ~ WAIPLE110N OF ANY PHASE OF GRADING: AND A PERMANENT
~ \ I ~ ~ , ~ ~ GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 1HE SHORTER OF
A GRAVEL CONT~OL ENTRANCE . ` ~ ~ ~ - ~ ~ ~ J ~ ~ r ~ ~ \ ~e~ \ I ` ~ 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
~ 1 \ I I` , ~ OF CONSTRUCTION OR DEVELOPMENT.
~ \ ~
Cn ~ ~ \ ~ ~ \ ~ z NO LAND DISTURBING ACT14111ES SHALT. BE CONDUCTED W1iHIN THE 50` THE
~\~~~~x NEUSE RIPARIAN DIFFER AREA 'M1H EXCEP110N OF THOSE ACiINDES \ ~ ~ ` \ ~ AUTHORIZED OR PERMISSIBLE WI7NWT PERMIT OR SPEgAI APPROVALS ~VMES
s _ \ \ \ ROVA.s
A ENLARGED SITE PLAN-NEW DEVELOPMENT LAYOU ,UTILITIES & DRAINAGE '1 ~ ~ ~ ~ ~ OF THE WNSION OF WATER WAUIY.
C19 C19 SCALE 1"=4 ' - ~ ~
~Q - _
\ \ \ ~ \ ~ ` ~ ~ ~ ~ ~ t. ALL 801 WIHGAL ID BE UIIJgD (N AIS PRQECf 9ff 9WL BE OBTNNFD
~ ~ FROM A PR~FAI.Y PtR1iTIED BgiR01Y RT. 2 N1591pP'lIC W1fAWS SNNL BE MNS1kD AS TOPSOL pI 11E PR6ECT StIE
Z ALL IX~SS EARilkll W1ERW. 91NL BE IBED FOR WDSCAPAIG BEMIS ON
APPNWK 9iN18E ggNtED fNUY 1FE LNN WN1Y ffC1pN PA~It 70 01~09NG OF NIY EMCESS EARIIEN W7EPoAL OFF 9k. Ic 9
Q 51 ` 5 . DWG

1 RELEASE FAR PERMITS J ND. DESCRIPTIpN B I RMITS JKA 7/11/05
k CAq
BY DATE
itr + • ~ s
INV
f !tl11 ~ b
s
1
i
~ ~ ~
LO
i~ ~
LOD
i r F-i
i i ~ d~
i C
0 J~ ` t ~ \
Q I3~ ~
~ `p c

4 ~ e

\ 'r=_____~- i
,r / / . , /
- pam,- m, % i i , t• 1 a; .
n h p ~qt / I ~ . a •
1 ~ doll r,, ~ r \ l I ~N
1 L
J Undeve~oPed \ I 00 0
~ acv ~ ~ U~ 0-) CD
/ ~ / >
----'r r / ~
U : EXISTING s' WATER NAlN /i3 ~ ~ KEY MAP NOT TO SC ~.f -
r .r~ SCALE Q N
' ~ ' CU L W _
v / l ~ ~ w / r~ ~ ~1 Is LEGEND ~ r 0 X o
s l ~ ' 7 / n ~ ~ ~ Lot 30-C ~ a~
sla l xten ~ ~ rrle~rr I e ~Utur ~ ('p' ~ ~ E z co
W ~ G. 1 R\ P 60 ~ 2. ~ ll ~ 1 1 ~ CURB INLET DROP INLET H,I F 2" gLOWOFF ASSEMBLY B
M~• ti er r 11 ~ /l 1 / ~ (Y ~ ~1 ~ l` , SEDIMENT TRAP C36 C37 o mw o
• / ~ W CK 1 lS\ C38 c
I 1 1 ~ I I I ~o SILT FENCE B 37 1" WATER SERVICE ~
UMiTS OF CON •'+""r STRUCTI a-.. oN 1 I • 1
• 44.0 RIV i l W w W W w w ~1` 1~~~ I C38
• ""'""ter -r 1 Lc)
X1'1 ~ ~ GRASS SWALE ~ FIRE HYDRANT ~ ~1 , ~ I ~ I SLOPE AS INDICATED C37 h-) ' ? X
/ r ~ 41.0 W W W .y FES ~ ~ C38 U ~ W
~ , o It W w w W 0 w w w ~f \I ~ W 1 `o M Q
I W ~Y w ~k90 ~ ~?i ~h~, ~ \ u I W w 0 CL
I ~ w W y R ~ 1\ \ w w w w w 1~ ~ ~'~I) f~ l d ~ CHECK DAM ~ 37 ~ ~ X14" SEWER SERVICE F
D AI A~ r \ ~ 1 1 ~ \ \
.r 411S .86 1 \ r 1 AC. \ ~ ~I,~iii, ~ I~ Lot 30-~ X38 ~ ~ 1~ I~ I I I INLET OUTLET PROTECTION E
~ ~ 7 ~ ~ \ ,3o sF \ \ \ 1 W W f \ 1 \ ~ ~~I~~~~' C37 ? THRUST BLOCK G
1 ~ 0.4 ~ \ \ 7 ~ ~ ocl r ~ W W w W w ` 7 ~ \ \ \ \ f B6 SF 3 ill~l~ I II N l ~ c3a
\ ~ .09 AC 3,628 SF \ ~ W w w II ~ \ ~ \ ~ W ~ 1 \ ~ ~ VALVE & VALVE BOX A
~ ~I 0.08 AC AQE EXIS ~ ~ \ \ \ w w w G OREOGE SPOiL P ~ I \ \ ~ , w ~ ~ ~ \ TO UA 23.D r ~ ? / ~ ~ ~ II C38
i i \ t W 6 C w w w r \ \ 1 4,270 pp END-OF-tWE FORff IWN QEANWT H
.i 5;1 \ ~ \ w w W s8 \ 0.4 5 \ 1 \ 14 ~ 4,474 ~ / / ~ ~ ( W ~ ~ I~~ t 27.0' PROPOSED SPOT ELEVAl10NS
, SF ' ~ w w W s i" \ / 2,23 \ ~ \ alo ac~ i I ~ I NOTES: GRADE EVENLY BETWEEN SPOT ELEVATIONS.
\ ~ w w w ~ 4 878 I r \ 66 @ii,A6 \ ~ \ , w .y- \ \ \ ~ 1 ~ w w I ~ III 1. SEE DETAIL A B, & G SHEET C36 FOR TYPICAL ROADWAY AND PAVEMENT SECTIONS.
/ ~ ~ , w W W I ~ I 2. SEE DETAIL D, SHEET C36 FOR CURB AND GUTTER CONSTRUCTION.
0.11 ~ \ r' / {~y \ - 1 I CONSTfiUUCTION II~ ~ CFF llGTeil r cucrT nzc rn~ _
' / ~ / ! ~ ' yam,,, „r. , \ ~ d' ~ ` , y 1 .,o rvn ~w~rvH~rc t;UN~IKU(;IION.
L t 30 _ ~ 4. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE ~ ~ II WITH THE PROJECT VEGETATION PLAN, SEE
~ ~ ~ DETAIL H, SHEET C37.
~ ~ I~ 5. SEE DETAIL J, SNEET C38 FOR TYPICAL TRENCH SECTION.
1 ~ ~I CC ~
~ ~ I I ~ ww~a ~cu~ ewMr 14
I ~ III SaICR1E 0 IY A BIdN A llpA$ ~ pIB/Ip 1~p ~ Q
1 1 ~ I ~ M 1L1' 10.0 OIIOP 1~ET C) ~
(n ~ I M HY IQ70 ~
r r,. 1.. ~ 11 a ~ I ` ~ ~o ur wao _ rcr
~ I 1E av ma _ _ ~
~c wr agar an rcr w
~ ; ~ Lot 30-F ~ ~ ~ ~ n. uar ms ~r
0 q E~-o
~ ~ M1'RON & ANN
~ r ~ ~ 811 SMITH DRI ~ ~ ~ =
~ ~ ~ \ q ~r ~ ~ \ ~ ti s
/ ~ ~ A 7LAN TIC, NC ~ ~ ~
/ ~ ~ P~~~ \ \ I _ . ~ ~y 1~ ttf f.7C ~
~ a~ we ~ ~ ~ r ~ ~ r p M O W At !:d l7i7 MSIr SIFT IIP101fli1C~ 6t w - w
- ~ C n pM 11A' W i]i7 /GSP
EXISTIN ~ ~ MARI NA TOR EMAIN ~ ` ~ , ~ cn Ma so um rer ~m aeea Ex MEi ' IM4 115' 1508 W6 MkT
~ ~ /Mi 145 1f.S0 tl3C /l9C Q~ MET I~BI U~6fi0111B1
~ ~ ~ DRAINAG 1 DRAINAGE BASIN ~ ?a+ - _ w ~
r ~ 1~ 213 7 1 67 I ~ r., ~ I 213,767 SF, 4.91 ,~C ~ a~ ur uaa - -
1 ~ ~ ~ 1 1~ ~ n g 1~ as itaar ttao' wear rcr rm o~ana ~a
V 1 11 1 / r ~ ~ ~ / t ? 1 \ 164.22'
~qA ~ N NO N ~
- ~ 1 ~ . ~ ~ ~ ~ ~ ~ 86.73' S 6~a.2~'00~ E THE WNIRACTOR SIiALL PROVIDE A GROUND(AVER SUFFIgENT O ~
~ ~ ~ r ~ 1' i TO RESTRAIN EROSION ON EXpp$Ep S~ppES WITHIN THE SHW2TER ~ Q
/ ~ 1 1 I i ~ ~ , r , ? I 1 r' \ 1 1 ~ OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING W W
` - \ 1 0 ~ ~ cn 111.05 COAIPLETI~N OF ANY PHASE OF {~tgp~NG: AND A PERMANENT ~ f,ROUNDCOVER FOR ALL DISTURBED AREAS tM1HIN THE SHORTER OF
~ ~ / ~ ~ ~'b'9~i~ 15 WORKING DAYS OR 90 CALENDAR DAYS FOU.OWING C~IPLETION
r ~ 1 / 1 , fr r ~ ~ ~ / r' o~ cor~srnucnoN ar o~.aP?~~r.
, ~ ~ / ~q ? ~ ? 1 / ~ ~ I ~ ~ w
~ I
NO LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE 50'
NEUSE RIPARIAN BUFFER AREA WITH EXCEP110N OF THOSE ACTIVITIES AUTHORIZED OR PERMISSIBLE WITHW7 PERAIiT OR SPEgAL APPROVALS
/ ~ \ 1 ~ I OF THE DIVISIOPI OF WATER WALITY.
~ ~ 1 ,
ii ~
~ 1 1
A EN A ~i~ ~
L RGED SITE Pl..AN NEW D EUEL.OPMENT LAYOUT UT „ II.ITIES & DRAINAGE w. eo~ow wwe~u ro e~ un~ an nos rx~cr s~ sw,. s~ aenrr
C1$ C1$ SCALE 1 =4 ' a FRpi A ~%Y PEAW(IFD g~ItpW pi
2 ML SIPoPP116 MAFRNS STALL ff ~ASifD AS TIIPSd. pl iFE PItQECf SITE. 1 QL OVQSS EAR71tN YA7FkAL 96V1 ~ USED Fpt WOS'+1PNG ~AIIS pl
APPROVM 91N18E gQAiED FRW TfE UND QIA.NIY SEC1gN PAgR TO gSP06pIG OF ANY Oq~SS EARREII W19EAL aFF 91E
05125.DWG

1 RELEASE FAR PERMITS JKA ITS JKA 7/11/05
o
ND, DESCRIPTION BY ;loop BY DATA VT
Revisions 6738 t, .Dns
op 0
C b
~ r
LO
LO
' - ~ C
.0 4
C) ~
Indian Trace Co. ~
DB. 207, PG. 885
Twelfth Tract
~
k• i • T
• • M
I ~ i Rr co
` co Q
CU
~ I Z'Z Z ?
i ~ i I rn i m KEY MAP NOT TO S . N J ~ o co
'-0 SCALE c 0:~ `CY) Q N
Now or Formerly F-~ c L
Richard & Antonia Skreba -eba I I 1 JOE CLARK LEGEND W
DB. 368, PG.638 ~ ~ DB. 207, PG. 885 X
~ - 45 INDIAN BLUFF ROAD ~ ARAPAHOE, NC 28510 W~CQ Lj-
~ ~ CURB INLET/DROP INLET Q) Q)
~I L 0 e~ ° 06 ~ ~ SEDIMENT TRAP HC36 f C37 ~ 2~ BLOWOFF ASSEMBLY LEMBLY B E z 00
~0~2~ I ~ C38 o w a m O
I ~
640.59' ~ ~ ~ ~ ~ SILT FENCE B 37 1" WATER SERVICE C~ w ;E - C38 w z co
~ ~ S 55'46'03" E uMirs ca cw ~
wo c~utiNC / ~ ~ ~ X ~ \p ~ ~ I f C N
~ ~T ~ _ _ N~~~=-_~-E~~+S~na~ T 8 i i SLOPE ASANDICATED C37 FIRE HYDRANT rr~~ V1 LO N
C3 x 0 w
\ ~ m ~ - CHECK DAM ~ / ~ SG 6r - r M o
~ --._J / \ ~ ~ , _ - ` 1 ~ _ a _ I ~ C37 ~ 1 1 /4" SEWER SERVICE :RVICE o n
C3
~ ~ ~ ~ \ ~ ~ ^ ° ~ y ~ INLET OUTLET PROTECTION __E
~ ~ ~ I I ~ ~ ~
1\ - - - ~ ~ ~ $ to ' : ~10z..• `J C37 , THRUST BLOCK G
I ) i , ~ ~ ~ C38
VALVE & VALVE BOX A I i ~ \ 0 ~
1 F I ~ ~ I/ - 1 _ ~ C3a ~ ENaOF-LINE FORCE MAIN CffANg1T I I I ~ ~ \ 'p'' ~ j' / i ~ \ f 27.0' PROPOSED SPOT ELEVATIONS CLEANOUT N
I I i i i ~,s~~ ~ ~ i ~ i C3
• I ~ i W ~I ~ ; ~
I I I ~ \ ~ ~ \ ~ ? ~ ~ ' / / ~ / / ~ NOTES: GRADE EVENLY BETWEEN SPOT ELEVATIONS.
~ I I I I I / 1. SEE DETAIL A B, & C, SHEET C36 FOR TYPICAL ROADWAY AND PAVEMENT SECTIONS.
~ ~ i~s ~ ~ r i I~ ~ T ~ - ~ ~1 ~ , ( / c~ ~TM~ Bpi ~ 2. SEE DETAIL D, SHEET C36 FOR CURB AND GUTTER CONSTRUCTION. ~ I ~ DR 11N~GE BASIPT,{A / X , To vnn«u tam
Z`J 8 1 S~; x,94 A'C~~_ ~ ~ \ ~ ~ / 3. SEE DETAIL E, SHEET C36 FOR SIDEWALK CONSTRUCTION.
i i i ~ ~ ~ I ~ ~ ~ ~ / / ~ \ \ I t ~ ~ ~ 4. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
~ I i ~ I ~ SEWAGE TREATMENT/DISPOSAL AREA } ~ I I ~ \ ~ ~ ~ \ \ 1 o.i2 ac 419TH THE PROJECT VEGETA710N PLAN, SEE
I ~ I ~ f ' ' ~ ! \ \ 'I , v z~\\\\ , ~~I~g j DETAIL H, SHEET C37. 1 ~ ~ 1 a nc ~ i 5. SEE DETAIL J, SHEET C38 FOR TYPICAL TRENCH SECTION.
I I I ~ NO QFAPoNG / ~ ~I PARCQ b' \ ' ~ I ~ IS AREA ' ~ ~81,7n 3
Z
I
1 I
I ~ ' I ' \ \ ~ ~ / ~.~ee ~ ~ ~ ` \1 ~ mwcn~ o r m e~ w ems s aena rae oxor rer ~k ~ I ~ \ \ i~\ ~~T~~ / a.,Hc\ ~ ~ ~ nee w a~u oxorxn
1!. I ' ' ~ lip ~ ~ ~ ~ i / ~ ~ \ pc ut nor aye wcr ~ I I ~
~ I I ( ~ I I r~ ~ ~ ~ ~ " ~ ~ ~ M w as - - aw ncr
~ I I I G!~ I ~ I 1 I \ ~M ~ ~ / - ec xr aar amr ra ae ~r ni aenar Ex W
GRAVEL CONTROL ENTRANCE ~J~ ro I ~ ~ ~ I I I ~ ,gal adw ~ ~ ~ ` r ~ n. ncr uo ~ aye xcr
C37 M J 1 I ~ I ~ ~ ( / / '~~I. \ \ l ly , ~ % a ns w _ 400 ~ ~ uei as~na rex WMVIER
~ _ ~ I i~ ~ ~ ~~l i C)
l ~ ~ I / ' I I / ~J I \ \ ~ ~,i j j N~ 7GY' LSOU OP~NEf W'/ ¢1
1 ~ I I ~ ~ ~ ~ / i ~ / / I ~ \ $ i ' ~ ii/ ~ 1~ uu au w ~ceu ma x~r nx aenw~ sex A ` i~ i / s Pe n3' ax - - aiercr *MVU o
~ i ~ ~ / ~ ~ ~ ~ I y e;, ~ ~ ~ nt agar ur +ow nw xn ni a~na En
~ ~ / I 4.5t / ~ ~ I
~ / ~ ~ t ~ ~ < ~ i ~ ~ / ~ la n.t ~t axr ~a:q aw ~r rx aww ~ p~ n e aat w u~a one x[r ~ amna~ ru
I / ~ /
I ' - / ~ ~ 3 •0 aw rcr l l l ~ ~ - - P~ Jl~~ / r^/ w~ us n.s~t usv um awMnmxo~enar~x
/ ~ 1 ~12 ~ ~I '~~\`1 W IM{ Ki fti? - tlNB MET *Mva
I i N / as / / L _ _ - ~~T ~ ` ~ ~1`~ ~~1~~` ~ ~ ~s~i, ux m~mr +~s~ ~uu o~ wcr rx asnw rFa no va W
~ ( ~ ~ ' ~ DRAINAGE BASIN #5 / ~ , ~ ~ ~ ~ I ~y~~~ I ~ / ~ \ ~ p ru um um wart av Mcr aix a~arw sn
li \ / 143,082 SF, 3.28 ~ \ , , j
y,~ 1 ~ _ - ,u~ ~ ~ ~1 \ \ I 1jII,,' ~ ~ ~Eq~ SFF N NO
~ ~ r ~ BOATYARD AREA ~ ( ~
~ ~ ~ g THE WNIRACTOR SHALL PROVIDE A GRWNDCOVER SUFFIgENT I ~1 ITT
~ ^g s otc 1 1 I i \\1`Il I TO RESTRAIN EROSION ON EXPOSED SLOPES WIIHIN THE SHORTER ~ ~ t ~ I I i ~ OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOIlOWING RTER
~ / I \ COMPLE710N OF ANY PHASE OF GRApfN6: AND A PERMANENT T
I ~ / ~ ~ I ~ GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE ~iORIER OF
~ ~ / / ~ ~ ~ ~ ~ 15 WORKING DAYS OR 90 CALENDAR DAYS FglOWING (XMIPLEiION ~ OF CONSTRUCTION OR DEVELOPMENT. 1.U E W
NO LAND DISTURBING AC71VI11ES SNALL BE CONDUCTED VMTNIN THE 50' IN THE 50'
, ~ o I I III 1\. ~ 9 \\,1 ~ NEU~ RIPARIAN ~1FfER AREA WITFI D(CEP110N OF 1HOSE ACDNTIES ,OTIMTIES
~ ~ o I I I o o \ ~ / t • ~ I. I I I ~1 I ~ AUTHORIZED OR PERMISSIBLE WITHWT PERMIT OR SPEgAL APPROVALS PPROVALS
~ ~ ~ ~ I a\ / ( I ~ 1 I ~ I ~ ~ P~ / ~ T OF THE DIVISION OF WATER WALIIY. + Ir
I ~ \ ,,,I
i. ~u eoaaow ~maK m e~ unman a ms e~cr s~ sNU e~ reimo Fl~N A PItOPER1.Y PEWITIFD BOARpw pIT.
A ENLARGED SITE PLAN-NEW DEVELOPMENT LAYOUT, UTILITIES & GRADING 2 ALL S1AIN'NC Wk1tlNS SfWJ. ~ MASTED AS idP50L pI 11E WtO~ECT SIB
C17 C17 SCALE 1"=40' 1 NL E1~SS EARIIEM W7EPoN. 91N16f UgD Fpi WOSfJWNG BkA16 p19 ~amK s~wi. e~ ga~o Fxai nE uuo awun s~cnai vaa~ m oar, 7
ff ANY DICESS FARIIDI W7EAIAI. ffF 91E I

i RELEASE F CIR PERMITS JKA 7/ JIf, 7/11/05
~CA
ND. DES CRIPTIdN BY D BY DATE

>e eV1Sl®~.S fop 157 S ` ftft
u
rt . Oa0•
io
e
i
4
' E1~IC N~ 411HF z >n ~ww -o~aic wcao awa~ao m~
o t. LO
s~`~ •
o?o0 0~ f4110 t+~ 3~?0p mill 3H0 J?y0 4th 4+~ g10B ~ ~ watt raac t 0 T ..i
~ CROSS SEC110N-UpLANU DEVEI.tNT r .
C5 SCAtE HOtR~Ip270YN~TN. - i =5 1 ~l ~
1 ~ t
GRAVEL CONTROL ENTRANC A 4 ~ F-1
C37 i
f
I 1 ~ , • a . Vii..
I I I 1 a ~ ~ / , Q
STA O+al I 11,(~"IN ,1 1 CENTE(~.INE WTERSE TION I cr ~ I,- / t.
1 1 / ~ ~r ~ ( / ~ ~s / 1 i / I
i I / J I } .f ~ a. IN I ~ ( ?
i / / / ~ ~ / / ~ ~ ~~ir ( , ~ / / ~ I FM
~ \ / / 1 ~ / ~ i I / / ~ + ~ ~ (
~ J ~ / / / / \ q / / / ' 7.
I ~ / / \I ~ ~ ,,.ee~ / ~ / 00 o
/ / 1 ~ I ~ ~ ,84TtOW1.~'~_~11.~ t ~O"*.. I~
~ ~ ~ ~ ,yye~w ~Y y`.i . / \ 1 l ~ l
:.wl
/ ~ ..t;.. :''1''• Qo
ti / / C ~
_ i , E;. ~~1,. .j.:t.. ~ :,f;~: M.,; : ~ , ' :.~.'..,f {(~:~r::.,, I C 0.03 AC
boo ~ ~ / ~ I ;.z, 1 • i,' .t'4.~ ,.".x.ti.#Mw~•f' ..Yid; 'i,"~ 12 Ld
i ~ ~ : ; 1•', t' .
I 037 AC ) \ ~ E 1 ..t r. V'...' .~1 1. t ,fir 'ti. 4'Y'+~•~. r.~, w~ C- e
~ ~ ~ ~ y~ 'ti.., ~ 7D E zo Iowa
I ~ ~ a ti \ 1 I \ \ ~ ~.I v:i ew.':.r ; 'q' m o
\ SELECT CLEAI~NG 10, Sf ~ \ ~ ~ ~ ~ 1 07.37 47.37 H I F . . , ~ ~w' / CURB INLET DROP INLET ~ B S 2 BLOW ~ . ~~n ~ r OFF ASSEMBLY
THIS AREA \ ~ ~ ~ 1 I \ Q24 AC \ ~ H ~ TA 00 - LEfT ~ \ - RK,NT ~ i . ( SEDIMENT TRAP Cis cis W z o
\ I ~ ~ ~
~ +~l ~f SILT FENCE B n
1 i~ ~3 ltd ~ ~ r \ * ~ ~ ~ ( 1 WATER C ~ ~ SERVICE ~ ~ N
I / stA a+ 1 ~ C37 ~ C38 ~ C38 =
t r-- , ~ • AINAGE BASIN 1 \ ~ 9 14 ~ j X
i - ~ ~ ~ NO CLEARING 327 317 SF 7 ~ ~ ~ ~ 4 - .51 AG AREA ~ 10,500 / ~ X375.4 _ ~s ~ GRASS SWAIE / o ~ FIRE HYDRANT D D r m O
3li' ~?r \ t ~ ~M.~--~ SLOPE AS INDICATED C37 W / C3
/ / > N ~P ~ ~ CL
. f / ©a I I SELECT CLEARIND' CO _ \ r ~ „ • : a•~4;AC.... CHECK DAM D
• ~A/~. / ~ vC THIS AREA . V ° • . ~ • ~ r,, 1 1 4 SEWER SERVICE f_ \ C , r. ' : ~ C37 l 1 ~ ; N., , r*. .4 fT
/ p ` ~ i / ~ - • C3
~ ~ I ~ z~ / /t \ test sE-_. ~ _ \ . •t},~ ~w;r. r INLET OUTLET PROTECTION
~ oo `'`'~w. ~ 1 ,,,963 s~ ~ \ ~ THRUST BLOCK G a
~ 0,27 AG ~ I ~ I ~ / ` \ L,-•" ~ \ ;.y 'fir' ~O j': ~ C3U C38
i SELECT q.EARING r ~ e ~ SELECT ~1 r THI5 AREA „ AR . aL ~:r.. SELECT CARING ~ \ ~ s•' : r 1 ti UAL A VE & VALVE BOX
~ \ l~ MA EA AREa ~ \ 5 X00 SF
„ I ~ ~ - ~ l ~ \ ,'Y...:. C38 - .:.y ~ ~ \ ~•..,'A. ~ END-~-LINE FORCE NNN CLEANf~1T H ~ 0
~ ~ coNSTR _ I to,4e3 sF \ A UCTION 0.4 ~ ~ 2 AC ~ / Ott r-~.. ~ r...., f,,, ,..~1~ ~ 't C3 ~C CLEARING ~ , ~ f rHls Ea ~ r , ~ 27.0 PROPOSED SPOT ELEVAT C3
r "O. / / } \ `'`4r, IONS ~ , : GRADE EVENLY BETWEEN P
SOT ELEVATIONS. ~ NOTES:
~ E DETAlL A B, & C, SHEET Cis FOR TYPICAL ROADW Y \ ~::g:r ' cam' A AND PAVEMENT SECTIONS.
, No a.E a.4a3 sf I REA 0.24 AC .3 ~ ~ , ? ~ 2. SEE DETAIL, D, SHEET Cis FOR CURB AND GUTT R E CONSTRUCTION.
\ ~ ~ ~ ~ - 3• SEE DETAIL E ~ y .1 ,;fir _ _ .r _ ,SHEET C36 FOR SIDEWALK CONSTRUCTION.
~ ~ r 4. REUEGETATE ALL DISTURBED AREAS IN ACCORDANCE
x ~ ~ *~STA 4+50,00 ,r WITH THE PROJECT VEGETATION PLAN, SEE *~STA 4+50. ~ 11 ~ , ~ ~ ~ DETAIL H ~ ,SHEET C37.
~ 5. SEE D ETAIL J, SHEET C38 FOR TYPICAL TRENCH SECTION.
\ ~ / Q24 AC \ ECT CLEARING * ? • °""rn? THIS A~---... \ ,1 ~ \ e ,.w ~ 0.04 A~ -"13 ° ~ /
~ 14 .mow..,,, D.04 AC ~
° ` \ ~ ~ \ ~ N \ o ~ , alr illrtl, VIII ~ ~ !M ~ $ a r4. \ '(~y F 4) O.D _ FE 30. 0 o ~
I 1 - / 10483 SF ~ J 0,2 AC Q 15 aRaruu~ srr~e sw~aar I,Da1 sF ~s r s o arwi ~ w ~a aastM w m amass ~ ow~aw
s ~ 4_. 33 w ~ ~ ~ r as ~ sF ° rr- ~ ~!A 19.3 N4g0' - ItET
s3 l . . , w ~ ~ N0, ARI .,."`~w- O.D4 AC ~ 14.E ~7~ - - ~ NfT
~ r-~,_ w,~ w.. ~ ~ ~ ---.-'~"'~c' T 5 ' ~ ~C 14.2' 1aSC ~FE .0 ~ ~ W
'ln 4i~lY ~frl
® ill ~ \ ~ WW ~ ALT
9ro~ Q• a 1. ~ ~ ~aT ~ MET M1104QH.ON~ 1M7A q ~ o
a.. ~ MET ~ ` IN nor nsor a~ eao' a~ MEr wit o~ow
R bl, ~ ~ ~ ~ R _ ~`'W a ns aar _ ~r o e .c_,~ fMpP MET
- ~ /w!A 1Qir t~Od d10P MET U~ Q
SIP MET II1N OIMiF1Ap ER ~ X44 ~ n
Og ~ ~JC n,~ i~37 - - tAININB MEt
~ ,ss ~ pa n,~ >i~tl' ~ t~IN6 MET 011N 01~T,ON Tilt ~ ~ ..r t,5 W w
TA 0+110 ` ^r~,a 1,7E of - ITIRB MET 9, _ r. _ ` N 1~ nx ~ tud >a~ aye MET
`y r V ° q \ ~ lu nx TFr30t 9.1d ~ NO CLEAkONG ' ~ gV~tOM MAR
• 1HIS AREA ~ °r . IMt 1~ tIl Od - OMP' MEf C~~ ~ 21.0 f{F2 1~,5 I~OOr
L CONSTRUCTION CUM MET X13 14,'~ iLSd 1L'1d T7,Od !i!!RB MET MTIf 04flE1.OM MEA
Q ~Z ~ T ~ . _ _ p ~ ~ NM 1~.4' iL27 - CUiB MEt
~a re ~ / , ~ . ~ N~ t~.r nod 11.sd t3,oot oWOP MET Mgt a~l>w M'R
i \ _ \ _ ~ ~ ~ - IXiDP MET \ ~ ~ ~ t80d 1tOG 13~Ud DMP MET M1i OV~1;ON 1MIt
O ~
~ Q
~Y "l4 ~ 2,~p ~ THE C(N+ITRACTt~ SH All PROVIDE A GR~1NaCOVER SUFFICIENT W w
~ S ~ ~ TO RE51RA1N ERO~ON 2 ON EXPgSEa SLOPES WITHIN THE SH(~iTER
~ 2 ~ ~ OF 15 WORKING DAYS. ~ 30 CALENDAR DAYS F(~.LO f ~ , WING
R A ENLARGED SITE PLAN-NEW DEVELOPMENT LAYOUT, UTILITIES & DRAINAGE COt~PLETI~IOF Y RAVEL CoNrRaL NT A ~ AN PHASE GRADING; AND A PERfrlANENT E R NC
~ c~oUNDGOVER FOR All DISTURBED AREAS N~THIN THE SH C37 ~iTER OF ~ w
` ~ ~ 15 WaiKING DAYS ~ 90 CALENDAR DAYS F \ OllOW1NG C~IPLETIaV 0 OF CtMISTRUCTiON ~ DEVELt~f~ENT.
a
NO LAND aISTURBING ACTIViTI ' ES SHALL BE G(NJaUGTED WITHIN THE 50
NEUSE ~PARIAN BUFFER AREA WITH EXCEPtI(MII THOSE ACiI VlTIES
AUTHC~tIZED QR PER~IIS~BLE WITHQl1T PER<~IIT ~ ~'EgAI APPR rs - OVALS
Ci6 C16 SCALE 1"=4 OF THE DI~51ON OF WATER t~IALITY.
1, N! BORROMI flAlfJliAl. TO ~ U11uFD ON 1t~S PIt~CT S11E SNN! BE CBTN~D
FA011 A PROPEEI~.Y PEAINTt~ PIT.
2 !~l S1aRPPMIG IIN~I,S SMN1. BE M~ASIED A5 TOPSOL QN 11~ PI~C1 SfIE, 3~ Nl E%~SS ENitI~N WIiERUI SNN1. ~ !>SED Fpi lMll)9Gp11G ON ~
APPROVN, 9UILl ~ SF1~EQ FRg11~ tAfD QULNIY SEC1KNi P'R~R TO ~ OF MI'F EXI~SS EAIt~N YA1E~{t. OFF SIZE.
05125.DWG

rNU~~sxes~rw~o~~rrw~rwwn~rr`~~~uMi~~
1 RELEAS EF~RP ERMITS J{A ~ S JKA 7/11/05 ss/
~yti
South Luke ,`se ND, DESCRIP TIaN o BY By DATE r
Traq Co. G~~~ `o ~<S~ ,p~ w
08, 207. PQ 88.9 irdFth Trat ~ ~ e'VIS~~n.s ~ o0 is 1 38 :c* z
tI
`0
Nar a Fomxrly a!. R~g X768. tPG638 ~
. OR ~r rA Atl6 NC LINO
Ffb h W FgtlNq 1:xt Lot 30-C itWe QxtM~~'
s6 a~ . ,a ~ ~ - ~ 640.58' 52. ~ n LO
S 55`48'03' E 8~ 1 • U ~U C\2p ~
+ • a a a ~ ? . v • v
~ 'E v ? r ? • v ~ w7 ? a a 'iw d
W o • N Lot 30-p ~ o
~Q~qo y5`01 or . w . U W 4 a • v r ~ or
« pK n {MA; a • v + MAK v r o • . ~
w K ws 1. ~ r ws r. wiry. H W
• N « WK rw, O u!e « `r, WIC ? m v l~~ •vr.•
A uar uK SEWAGE 1T~ATl~?7T(tNSPOSAI. AREA « aR ? • a s ~ ti~ i Lot p
a r yr! K war wKr ! ~4"rmbr
air wK M i ? .
air / aK r ` i G~ m u ~
r ~ 1 \ `
h` I~' ' d l.ot 3q~f
MYRON & ANN SMITH
811 SMITH DRIVE A TLAN?IC, NC 2$5i 1
~ N f Mnr W ~ O Qi
' EXIS1~lG YARBU TO RE11AY h (IS1~IG YARWA TO Rf]1AW co gz)
00 c~
BOATYARD AREA I wrtr ~r ~ A ~S ("1 N Ln QO
7i~Rr ~r~.- I~y `7 v!, . y;~~n ~ 1 Minnesott Golf & Coun try Club
D8. 150 P . 12i ~ ' ~ 806 COUNTRY Cl.U
B DRIVE ARAPAMOE, NC 28510 v d c0 ~.C- <
f .,,C~ ~sY~~ Si r 4 1.•, ~ 1
cv w =
~~lr~13ir:a.~ ~ :IM11YM:y~
R r 00X
4 \ v
Wr, i r t ~l ~ ~ E z 00
r .1,, r~ o w 0
nt" icy:. • !S. 1 M o
Wlr p MK • mr :j, q4f WK .y i ~
! WK wr pR T . 1 v r~ ~i w w z Q0
~ ' i! •ry : h si
.'I'r'.. „,,,,,.-;;tom': „x i.: ~}S •r ~~i \ o
~ ~ Ln N
1 .i: Mr. F'..: :r c
WK ' . ribr > t. ~ ~ ;:r~ r. j x Lei 0 z
~ w I ~t M a
qwr r Mtg., 't « YK pK :wM y twr AMK
i~•• ~ ,~+yy t, ./r b WK \
wor 1: pK ~ 1HY MSC
•`,Y':. ~ ~ i;y'', wr
ws r
T aAr Ywll¢ W K lMf lq! AMR \
WX q wr M ~GS,@ N ~ MK wR M YIAf MIR
R~V~a X77 0 we a?r r r D w WK wr q M Y44 AMR
rite WK w; «r: MK r 1~II/rt 11 AP t ~f ~r
a wK we • 9ra`~~Ar) w!e AP IL I
ate Rlly
n urr re a 1 EXtSTlNG MARfNA w,K TO R~'MAlN
wk N q M 1Di! .i wM
!rr w« K ~ w
LZ, ° MK 1 IM pK ~K 1
MM9 WR
b yr WK b WK
tir M I ~
Wx uvr w,'e p~ ~ ~ ~ P+^AA ~o. M
WK N t0 t~~ W wK ~ 1d
~~,o
tt
0 5
~ ~ , c ~ 1 W
A ~
i C` A I""~ t""' A r
. vv . v~~ ~.iv~r-~i~v~.u vlCVV I nIJ HC'CtH ~ ~ ~~1,~~ S v
~
~ ~ \ b `~~+ry.F 124
~9 Y...
r A OVERALL SITE PLAN-NEW DEVELOPMENT PRELIMINARY SUBDIVISION PLAN he e A PC. 548 (~(~V~~ Mfnur LLrt7a ~ proD~ Z DB. 775, PG 523 ~ IMNOMp .M4M ,
AR aCl, PR Sffi ° X14 IMY®t gMlt \ ~
NC ~
~ ~
~C ~ ~ NfL 8 y
~!C ~1*t ~ N \ C tlF# 3Y9
MIY n 1 MK
~X ~ Hp 4 M~iK
d"_ N
x ~ r 6B wK H a
~"d o~ tnir ,y ac a
M: ~ 0 ruowimo~nwsauwp~ mis ~K 1
MM~~MkM MR W ~
iiilrAlRMMl61Y 11L! WFIr1 NN 1{CM116MM(tr~YrMl ~ o
Q
tlM11KfM01r1(Y4YaMlx~~~18WgM9itlMtlfMk ~ ~f Mi1C11p11fL1k1RIf~1~1M71yGiiwlMM[1~81CM/MIMMtMf[ MItYM1M[iMMMONL H
e'~" K
~ / '+~1'
Z
C7 C7 SCALE 1"=100'
C7
SEE SHEET
q
05125. DWG

n
A C'")
~ rnrn ''1
Z n~
D D
r~ ~ G7
rn 1~ / ~ F` '`"rr--s
'Y VJ O 'i 3 7 f
J }F F t---,
r b ~ { O
7 ~ I ~ Ct7 ~ 4
` X ~ ~ ~ N~
F i Z E
~ f` r C7 ~
~ O t I Z N~
~ ` f ~ ~ t
O Z
M ~ ~ { ~
I o i rn ~ i
~ ~
r y
O ~ Z
~ © ~
~
r G) ~
C,3i
-fy 00
-.Y...,-~---~...,.
Q 00
D
~ ~
~ ~
.
IPA lP~ N ~
0 O ~
m x
N Z
i+7 ~ p o- ~
.L > ~
A ~
~j, J? F N . J 4~
1 V' ~ ~
l Q G- ~ S C~. N ~ „

{ l `
t ' r ~ X41 °,~t ~ _ cn
~ r I ~`'T`•• ~ 1 ~ \i
~ ~ ~ ~ t ~ r,,. iQ p.~
~ i ~ ~ r } 1
~ ~ 4 11111 ~ ! X11
~ 1 1 1r ~ ( ~ 1 n 1
~ ~ 11 1 ~ 1
~ I ~ ~ I 11 ! ~ l ~ ~ ~ t
~ ~ ~ 4 1 I -I z
a rn I I 1 r ~ f! / M ~ v ~ ~
1 l o l l ~Q ~ ~ i /
(~a ~ r Z 1 ~ i ~ ~ ~ ~ / ~ iii - ~ ~ ~ '~~~rl~
~ ! ~ l I ~ ~o ~ ~ o ~
A~ ~y I I 4 > ~ J
~s ~ w ~ ~ u: !
a ~ ~ n r "~j ~ I = z's ~ 0 > '.y t
~ ? ~ ~ ~ f I
~ ~ I I ~ ~ I 1 I ~ 1
~ ~ ~ ~ 1 I/ / I o~ g ~ t I ! I W
z ~ ~ ~ ~ ~ ( / ~ ~ I ~
g ~ 1 ~ ~ _ ~ I i l i /1 bNOI~ .y m~ ~ / /
~ c1? N L .Z7 ~ / ~ ~ I lil ~ ~ h ~ I I,, t /
Z I i J I i I I
-c A ~ P, ! f ~ ~ ! ~ _ ~ Ns l ~ f ~ ~ ~ II ~ - ~ / 1 I II 2 } I ~ ~ i ~ if ~ lI lj III~I j~~~~~ ~ ~ ~ ~ !~I ~ ~ ~ ~ 1 ~ / / 1 / III / ~ ~ ~ ~l !
- l r I 1 ~ a ~ ~ ~ ~ ~ i
~ ~ I ~ / / I l~ i I ,r~ / l.fL ~ II. I { ~ ~ ~ ~ I I I ~ ~ III ~°f~,,~.,.~-'%.~ r
~ ~ 1 Jr a ~ I t ~ J
J I f If ~ I i ~ ~ I 4 ~ ~ ~ I~ I
1 p I >
N ~ `~t\ ~ ~ 1 ~~`.\t't'1~,t1~~' ...~_...=`...1~I~r'%,~f(~ l fl i' / ~ J ~ / i~ ~ ~ f /~/~1i/j~S
m f / l f 11 ~ \ \ ~
F ~ r Z ~ t ~ m~ ( _ \ \ ~ 11 ~ 1~~.~ o~~~r~/~ ~~~ll~r ~ /rrr
~;m / \ ~~a l1! \ ~ f \ ,
a~~ I //lJ ~ /f ~ / ~ / J ~ ~ ~ "`~i/~Y~ii ~ r ~ fir` ~/r
I lllt ~ ~ 1 ~ I \ t ~ \ ~ \ i~ ~i ~ ~ /e~ i/ rrr I
~ ~ l /ll~ l ~ ~ 1 ll 1
1 if ~ / I/ ~ I J1 1 ~ 7
~ I jll ~Z / l1 ~ 1 / ~y tl / ~ ~ ~ ~ f%/~~ Q ~ II iirrl I~ x
~ ti J 1 11 sI Il j 1 a 7' .`"V J ~ 11 7 ~ 1 ~ ~ / I / II / /Ill i i ~ to j
I~ f1 I V ~ 1! l i J ~ l ! ll
! ~ / 11 ~ i
I ~ t { 1 L ~ i ~~'x~-~~ / ~J/// raj t/IIa~ f~i ~ t
if r i ~zr c~ ' ~ = I ~ f~ I i
J r ~ l ~~~lj t ~ cn l' / I^~ / /
I 1 l ~ I/ l1 ~ 1 ~ ~ ° l I l 1 I I ~ ~ ~ ~ 11~ I~r~ f/I ~ ~
I f 1~/ l/ _ I / ~ 1 ~ i ~a I l l1/~ ~///I 1 i ~l r
~/~1 /l i 1 J ~ . r/ l / / ~ I ~ / ii
1~/ ! / / / i 1l it ~ i i ~ ~ / ~ l ICI 1 I ~ l~ /
/ l 1 / 1 ~ l~ / ~ (1 ! l~ ~ I ~ /I/I ~ ~ / /i f r ~ ~ / / f j / /I f III ~ I ~ ii /
1 / / ~ t 1 ~I / 11 it
f I ti / I / ~ / II! r II ~ / /ll l II/ ~ ~ iI /i ! j ~ l I f / I ~ i i'ti /
I I / / I fi 11 L `rte 1 / ~
~ / f !1 ~ l //I / I/ ~ / i /
/ / / I ~ l a 1~ 1 ~ a ~I / I f a~ ~ l ~ /~f f ! ~ ~ ~ ~ / i
/ / / J ~ 1 ~ - . 1 r, a ~1r~"' l 1 / /i I/ I I
I ~ / / 1 ~ ~rn - o x ~ fir/ ~ rl I /
~ 1 z / 1 / cn r ~ / ~ Ica c~-, ~ r l Iil/I I/ it ~ I ~
I { / ~ 1 m r~ 9 l z ~ ~ ~z
/ ~ ~ c~ l 1 Jli ~ 00 i / / c ~ C / /////,I ~ , ~
i l fl mcn 1I ~ / / rn / I ~ o ~
~ / ~ ~ / / ! f / ' / / / t ~ ! / / o ~ / /1// / / i I / / I LI lI~ ~ ! 1
i 1 ~ / / / / l / l~ I 11 1/ifs I ~f ~ I l
~ / / ~ ,,a 1 / / ~ , / I ~/I~. I ~ 3 ~
/ 1/ / / i / l C 1 / / ! J ~ I /i fill l /~i / ~I ~ ~ ~ I
t / y J f / ~ r ~ ~ f ll~ ll~~~ /I ~ .6~9
i I //l / ~ / I r ! J l 1 ~ ~ / ` / l1 /i!/ III ~ ~ ~ 1
J 1 ~ / 1 ~ / / ! / ~ lOl l ~I I Il~r~ fI ~ I ~j/ l! I / ~
/ l / r / J~ / J / l/ 1 i ~ i i/ ll ~ ~ i
I l ~ ~ ! l 1 f / rJ J / ~ ~ / ~fl ! 1 ~ ~
! J l / ~ l1~ l / / !I ~ ~ ~ ~ ~ ~
~ f / l / / J ~ 1 ~ ~ ~ / 1 / I / ~~(i~~f i ~
/ /r ~ ! / 11 l ~ / r/ ~ / /
~ / ; ~ ! J ~ I t r°'
I 1
~ ~ / fJ1 ~ j l / / 1 - l ~ / i ~ / ~ ~ j ~ ~ ~ ~ ~ yQ O~~/
~ / / ~ - ~ ~ ~ /i// / ~ , - / ~ / / / ~ ~ ~ ~ ~ ~ ~ r
f / ~ r / 1" / / i. / 1 ~ / / 1 /
/ / ~ ~ I I f ~ ~ I ~ 1 ~ I b~' ~ ~ ~ ~ ~ ~
,G
~ ~
1 ~ / / i
~ ~ INY I213S N -litiil 3NOt r / i- ° . i _~~'.,--~''-%':~„~~r' r-- /
/ 1 / /

J
f ~

~ - / f / ~ _ ~
f / i ~ p13 _ ~ ~ /
- tS i~

O` r , \ ~ ~ ~ / ~ ~ \ ~ ~
~
i
i ~ ~ i
~ o
~ WAYFARERS COVE PROJECT NQ. 0125
Z\3 BENNETT ROAD AVOLIS ENGINEERING, Civil and Environmental Engineering P.A. SCALE: As NOTED ~~`~,0~.»....;•~~.,,,'
MINNESOTT BEACH, NORTH CAROLINA ~ P.O. BOX 15564 NEW BERN, NORTH CAROLINA eerin g DRAWN BY: RRD
ROLINA 28561 CHECKED BY: JKA =~;z co co-Ju
PHONE: [phone] FAX: [phone] ENLARGED SITE PLAN-EXISTING CONDITIONS 633-6507 DATE :
?fJjltll11~,14~

1 RELEASE FAR PERMITS JKA
S ...AKA 7/11/05
N?. DESCRIPTION BY eSS~~
BY DATE ,..b ,r + ow
YN~ M~
1
~~V~~~~
o~?
i ~ , i~ • • N Lrs • t/ 4
IN te~t~~ ~ ~ti b
i~~9~ ii ~ t ~ ~ ~ I `
~I~~ o~ \
Lo
~ i~~ ~ ~ STING 'GRAVEL BOATYA\\ ~ ` ~ ~ ~ ~
~ ~ ~ ~a ~ To REMOVED7 ~ ~ ~ ~ ~ ~ , ~ o o ~
>O O LO W p ~ E-i
Jai / e~~ ~ ~ ; \ ' ~ ~ \ ~ ~ \ - o Q
~
~ ~n` ti~ EXISTINMETAL BUILDING \ ~ \ I I ~ 1 . ~ J \
~ TO BE ~EMOVED 1 ~ ~ ~ ~ \ ~ \ ~ ~ 14
Gravel ~ ~ ~ \~~~~\`~~@ ~ i
E~FISIING BATHHOUSE \ ~ ~ I ~ ~
Tti BE REMOVED / \ ~ I ~ ~ ~ ~ ~ S~ ~ 1 i r i i~~ ~ ~ ~ ~ ~ f
1
EXISTING GRAVEL BOATYARD ~ / ~ Frame BICI ~,\i, ~ \ ~ ~ ~ ~ TO BE REMOVED ~ ~ ' _ - - - _ ` ~ ~ ~ \ ~ ~ ~ ~ (b
`o 0 N Ln
CS) ¢ (C)
Gravel ~ ~ ; ~ ~ ~ ~STING~`DROP INL T~ ~
~ ~ \ ~ EXISTING SHED ~ ~ ~ ~ ~ \ ~R 12" ~E PIPE ~ ~ Z , i i~ ~ ~ ~ ~ _ ~ KEY MAP NOT TO SC
~ \ ram TO BE REMOVED ~ r\~ ~ ~ REMAIN ~ \ -0 SCALE ry CN Q N
~U M~ C
W ~ Q Q
~ \ ~ ~ / / - ~ \ I
J~ ~ ~ EXISTING`GRAVEL R~ / ~ \ ~ ~ ~ \ ~ t _ E Z 00 c: ry QO
TO BE REMO~E~ ~ ~ 1 ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ \ ~ ~ Cr° ~e~ Road \ ~ ~ ~ , ~ ~ ~ ~ ~ owo m C)
w w r-) zco
N
X12 ~ LO ~
x w
m O
,`1„ ~ ~ ~ ~ - _ ~ ~ ~ ~ ~ \ ~ ~ \ \ EXISTING DR ~ \ ~ ~ ~ I 1 'STING DROR NJL T ~ \ ~ \ ~
D 12~' PE PIF~E~ ~ \~~~1~~ / ~ ~ ~ ~ ~ ~ t ~ J I I ~ D ~
d.
~ ~ ~ 1 1
T~ ~ ~ ~ 1 / i ~ ~ I 11 ~ ~ I 7-+I iii iii~~ii~~~~~56\
XI~STING MA'~v"N~.~~~~~~~ iii ii~~ir~~!
~1 ~ d Td REMAIV~I~~ ~ ~i~~ ii ~ ~i ~ \
_ ~ ~ ~ ~ ` ~ ~ ~~hI~E~TO`BE`R~E~O~/€D~ `a~ ~ ~ iir ~ ~ i T
~ II ~ ~ 1t'~ ~~I ~ ~ I ~ i ~ iii l / I
r---l (D
1' J SELECT CIEAPoNG ~ \ ~ ^ I q ~ L ~ ~ 1~~ I ~~I~ III ~ t ' /~,/i I
I II II
NO CIfARING \ \ \ \ ` ~ ' ~ ~ ~ ` ~ \ ~ I ~ ~ ~ ~ ~6 ~ ~ '
W
~ ~ ~ ~ ~ ~XISTIN~~SI ~IMMWG ~ ~ ~ ~ ~ ~ . yl ~ / ~ 5 I ~ / ' I \ \ \ \ I I I I \ \ ~ / ..w?
~ ANU-WfZOD DECI~~D` BE~Rf~M V€D P~ ~ j ~ 1 ~ ~ III ~ ~ ' 1 ~ i~
\ 1 (V 11
' l
~ ~ I ~ A ~
~ 4054 \ / ~ / ~~j~~/~~ ~ ~ ~~~I ~ ~ I /
I A ~ ~
~i ~'i~~ ~ ~
\ ~ ~ ~ ~ o
~ ~ I I o ~ ~
~ I \
\ ~ \ 1 ' ~ ~ ~ W ~
~ ~ ~ W
~
~ ~ ~ / 1 \ v,
~ ~ ~ ` ~
~ I O
A ENLARGED SITE PLAN-EXISTING CONDITIONS & D MOLITION \ ~ ~'ey~~~~~ 1
C5 C5 SCALE 1"=4' ~ \ ~
- , Fuel Pump \ \ ~ ~ ~
\ ~ ~y
~ ~
C5
05125 DWG

m ~ ~ ~ ~ o ~b ~ G7 ~7
~ ~ ~ ~ ~ \ \ \U\~\~~ X11 ~ ~ \ \ / ~ ~ X11 I ~ ~
o ~ i i ~ ~ ~ ~ ~~~i`~~i~ii i ~ ~ ( iii
.i I / ~ ~ 1 1 111\ ~ " 1 ~ ~ ~1\
~ C 1 ~ 1 ~ I 111 111 i i t/` \ 1 0.
Z ~ ' ~ ~ ~ , ~ ~ ' ~ 11~ ~ ~ q~~ . ~\t ~ ~ i ~ ter,- ~ ~ ~ ~y
z 7
a a
C e. z
/ ~ / m / / /.J
1
~ l /i~ , ~ ~ J~ z ~ ~ 11 ~~1~ ~ ~ ~~~~~~l ~l ~ ~ \ / / ~
. / / \ /
/ ~ ~ / ~ ~ l ~ , ,l 1/l! l~] / ~ ti's j`~,~~ ~
a
/ ~
/ ~
/ t / ~
~ /
/ ~ i
~ / l ~ / ~ ~ iii ~ / s
~ ~
t
~ } 1
\ \ ~
/ Ji~~ ~ //j~ it ~~.--'~i~-~ m GZ~~ \ ~
\ ~
~ - ~
~ ~~i yytlM ~~f~~ ~ /ii ~i µtlUN~~i~/ ~ E E E E E E O ~ n ~ F E E E E E E E D 1
~ ~ j% iX ` / E E E E E E E E E S Culvert
l1/ r' ~ ~ ~ / ~ Culvert ~ ~ ~ - ~ / ~ l~~ ~ryll~ E E E E E E E E E E E ' 1y`J anl~t E E E E E E f E E E E E E i i r
/ t1) ~ ~ a
\ ~J'~.~~' \~~y~ ~~~tl~ f E F E E E E E E E E E f E E / E E E E f E E E E E E E E E E E ~ ~ ~
E E E E E E f E E E Q ` 1 Q
y ~ ~i"S~ / F E E E E E i'~" ~(dWdd~ ~ F E E E E f E E E E E E ~ 1 ~ ~ \ ~ ~
/ ~ ~ ' E E E <
\ ~ ~ 1
/ / ~ ~ jpA\~V'~ 5L ~ ~ 1
1 ° ~ E
N S ~j° ~ ~ ~
i ~ ~ 1 ~ ~ ~ 1 ~D
/ ~ ~
~ `f~ C ~
c i ~ ~ ~ ~
z 1N ' ~
~ ~ 1
\ \
p UG . ,rte, ,--~..1 O ~ r r .Q ~ ~ ` ~
~ \ ~
v x~ ~ y a, 1 ~ ~ ~

~ 4 .'f7 tai _
S .r \ ~ ~ ~ t
z
~ 7th, ~Q, 1 _ ^ ~ 1~ ~ ~
i i ~ ~
v? t
r ~ _ ~
\ ~
_ .~......---rte ~ ~
~ r.""'..
\ ~
z
~
i 1 Q ~ \ ~
~ ~ t
~ N ~ ri- .e , _ © i
~ ~
V ~ N d ~
N \ ~
~ ~ O.. ~ ~
v
~L ~
~G~ Q
1
~ ~ ~ ~
3
t
i
i
i }
i
f
1
i
1
3 rn\
F1 € 1
x 4
i
f(~ J { f{ F C f; 4
E
A ` jf l l u G
M f ~
~ ~ ~ f f~ ~
f
~ ~ ~ ~
~ r
~ ~ ~ ~ r ~ fT1
® ~ ~
--I C • z ~
l Q
C~ t ~
j ~
r- ~
~ I d
~ ~ it ~n
~ WAYFARERS COVE AVOLIS ENGINEERING, PROJECT NO. 051 25
P . SCALE: AS NOTED NG`````c~~i
~ BENNETT ROAD Civil and Environmental Q s s
gineering DRAWN BY: RRD
NORTH Engineerin d ~ MINNESOTT BEACH, NORTH CAROLINA P.O. BOX 15564 EW BERN, -AROLINA 28561 CKECED BY: JKA m vo
~ PHONE: [phone] FAX: (252) 633- >2) 633-6507 DATE: . 9 • oz
ENLARGED SITE PLAN-EXISTING CONDITIONS f
C~ ,fl~ff!liltiE~,r,

RELEASE F ~R PERM T I S JKA S JKA 7/11/05
~1ti~ti~tu`rrrrr~~~l
BAR
4 h pf
r 4
i
Y
S
PY .SATE ~ ~
2V1S1C~11S
ins SE L 157'38
• C boy.` ~N NUNN
owma a LO
t LO
C
~ ~
a ~ R
` 4~
y M4
Indian Trace Co.
DB. 20/, PG. 885
T elfth Tract w
a
1
„'""°'.o w 1
0
Rry~„
0
I • 00 0 N L,
i ~ 4 co
~Z ~
N U ts~
Now or Formerly Y s SCALE cy
Richard & Antonia Skreba ykreba t~ ~ N F-w-4 c Ln
DB. 368, PG.638 JOE CLARK 3 ~ DB. 247, PG. $85
r 4 INDIAN BLUFF ROAD 5
- ARAPAHQE NC 2$51D W Q (ll
~I m e ~ , ~.a 6
~I I ~ et 1 ~c~` , E C~Qo
I G.1 e~ ~owo
~ ~ 640.59' z3 23
~ ~ % ~ ur~rs _ ca cn~~~~i- Y S 55'46'03" E f No aeu~ 22 ~ c
_ w w r~ z Qo
r-- ~l P~ Ti i uu~rrs caNs rp N
~ NO C(~ARING \ ~~nn ~ 0 LC)
--t- ~ ~ ` 0 V1 LC) N
~ I ~ ~ ~ ~ I _ _ _ CLEARING LIMITS (TYP) - - _ _ _ _ JI ~ I ' \ 22 / ~ x
t~ C~ m° o
I 1 ~
1 o c
' I ~ I ~ I n
~ ~ ~ ' ~ ~ 1 ` ~ \ 1 _ ~a
a~ 5 ~ ~ ~ ti l i 6 r
C1. J ~ ~ ~ ~
I ~ ~ -tip/ /
( r I i ~ \ ~
r i 1 l I I ~ ~ ~r , AA
i. o i i i i ~ ~ ~ ~ ~ ~ ~ ~ ~~T~ANG AIL PATH ~
i
I ~ I i~^ ~ ~ ~ i ~ ~ ~ % i II I /r ~ f" ~ ~ ~ ~ ~I ~ ~ i 1 ~Q ~"F REMOVED ~ i ~
I ~ i i No ~ ~ ~ ~ I I I I I ~ ~ J i~/ EXITING SOIL PATH
~ I I I ~ I I ~ l ~ ~ ~ ~ ~ ~1 TO B~~REMOVED
I 4 ~ i ~ z ~ ~ CLEAR & GRUB THIS AREA ~ ~ I I ~ ~ ~ ~ ~ ~ ~
~ ~ I ~ ~ 1
I ~I ~ `
1
~ ~ ~ ~
~ ' ~ ~ i
~
~ ~ \ ~ %i
i \ ~ 1
/ I I~ /
~ ~ ~ ~i ~ 0
/ ~ / ~ ~ ~,tY" ~ \ ~ / ~ ~ it ' i ~j~j
l/ 1 ~.y
~ ~ ~ \ / I / ~
I I I - ~ ~ / /
~ ~ OOD HOUSE ~ ~ J ~ ~ ~
1 ~ / / ~ ` _ J,i 1 1 1 t ~ r / r I I ~ ~ Cp
~ i 'I ' II \ \ ' / / I I I ~j ~ ~ I \ / I ~ ~
I ~ ~ 1 L~ ~ _ I i I ~l
~ ~ ti ~ i ~ ~ ~ ~ ~ i ~ ~ ~ ~ i~ ~ ~n,~
~ ~ ~ i ~ ~ ~i
' \ ~ \
I i~ i i i ~ , ~ ~ ~ ~ ~ ~ \ ~ ~ / j ~ ~ ~ ~ ~ ~ EXiSTI~VG MARINA
~ ~ / / ~ ~ I I I I \ j~~, TO REMAIN
ii ~ ~ ` ~ ~ ~ ~ / I I it l1 1 r--
~ ~ , ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~~u~
' I ~ ' CLEARING LIMITS (TYP) I ~ ~ ~ I
~ ' ~ ~ \ ~ / ~ / / ~i 1 \ /
~ ~
~ ' _ Gravel e
A ENLARGED SITE PLAN-EXISTING CONDITIONS & DEMOLITION
C3 C3 SCALE 1°=40'
C3

N ~ D
N
~ ~~A ~ s
C
\ ~ ~S~ 112 7 y ~ _ Bennett PJace Road ~0' it ~ g
w ( W ~ ~
r
Z O A ~ ~ \ / ~~8~29~
ti ~ Rte- _ _ ~~d ~ f~~
g - Z ~ ~ ~ , / f,
O y 1 ~ ~ I
~ / ,i z / ~ ~i ~ 1
N I i i
~ / i ~ / /
° ~ \g/~ t ~1 f
~ l ~
/ ~ ~ ice/ J// % / ter. o /
1
j
1
CD ~ ~ ~ ~ ~ l f
~ ~ - - - -25 ~ it . /
~ , ~ r ~ ~ \ ~ ~ i i ~r /
II
Wit/ / r ~ \ ~ ~ / ~ / f ~ i / _ ~ o i~ - / / ~ ~1
J~ ~ / i / ~ ~ - 1
~S{ 4l\
t
- / i`
i Qa
\ ~ t`
/ ~ ~ iii ~ ~ ~ i
/ ~ ~ ~ ~ t ~
~ ~ ~ ~
~
j ~t ~ f"
` ~ t
o~ ~ ~ ~ ~ N ~
i ~ / ~ o i ~ ~ i ~ ~ ~ ~
~ ( y,~' ~ ) i ' i ~ ` ~ ~ i , iii Y ~ ~ ~ ~
~ ~ ~ ~ t
~ ~t I 1
t
~ ~ ~ ~ i~
I ~ ~ / \ ~ ! ~ / ~ ~I i \ r7 ~ ~ ~ ~
\ m / ~ ~ l
\ j 1 / ~ i ~ l ~ ~ ~ ti~ f ~ ~ ~
~ 1, / ~ l ~ ~ ~ / I ~ ~ / s~ ~ ~ ~
~ ~ ~
r'
~ ~
~ ~ ~
~ ~ p~
~ i
~ ~ \ ~
\ ~ ~ ~ ~ ~ ~
I` ~ - \
~ ~ ~ ~ ~
~ ~ ~ ~ ~
~ ~ \ 1 \
1 ~ \ \ ~
~ \ ` \
~ \ \
~ \ ~
~ 1 ~
\ t ~
~ ~
` ` ~ ~ ~
\
I ` ~ ~ ~
I ~ ~
~ ~ a \ ~
°y iii i ~ ~ ~i ~ ~ ' ~ i' / j ~i ~ -
~ ~ ~ ~
~ ; 1,;~; l ~ ~ I ~~',;~l;~~~' ~ - ~ ~n~~ /(T l fl J / l l / l ~ l ~ ~'~I ~~~1 ~ l 1 l oX \ ~ -orn ~
=~~fi~= - A'
~
i =x \
~ ~ r
~ A !
N
~ j \ \ ~ `1'~
l ~ \ i- ~ \ ~ I ~ ~ l J~ l / ~ ' I 1 I ~ ~ ~ ~I ° (gyp ~ ~ r-irn i
~ ~ ~ ~.a~ Q I
l r ~ ~c y
1 i ~ c~' r ! ~ i
~ ~1~ t i\ ~
i
t
Rl
r ~ ~
s r
D t F
S
t
lEr~ f
f t ~ I
i
~ J ~ 1 1
O
~r ~ rnV 1
O
C rn
~ v
n D zmL7 %f' / y y. 1 t
tJ' i ~
Q
~
d
D \
~ # {
i f
WAYFARERS COVE PROJECT NO. 05125 ~ ~
BENNETT ROAD AVOLIS ENGINEERING9 Civil and Environmental Engineering ~G P . A . SCALE- As NUT ED
MINNESOTT BEACH, NORTH CAROLINA P.O. BOX 15564 NEW BERN, NORTH CAROLINA ineering DRAB N BY. RRD
~ROLINA 28561 CHECvED BY: J A
PHONE; [phone] FAX: [phone] DATE:,o s`
ENLARGED SITE PLAN-EXISTING CONDITIONS
f!!!litiill;~

C'7
A C7
t~ O
n ~ ~ :~3 E'~'1 D
t" / t` V I
fi~ ~ V /
tJi rn O
r D
Z VTJ
X (J) i
-f
_.r..----~----
n ~ NCSR t121 Benneft Piote Rood 60' R/iV O Z ---w ?
M y ~ ~ ~ rl'YYl 110.41• I
~ ~ ~ r o "T'~ a ~ Z ~ j 5 T
r y - #
J ~'~VI T~ O~'V
~ ~ 0= ~ ~ ~ ~ ~ ~ 7 1
i O ~ r j ~ m~ t Y
t r ~ F } j K` O o a { Z K~
z ~ ~ ~
~ ~ ~ 1
C~ rn ~ ~ tY`
' r { j
i r ~ r ~ 1 ~ ~
~ ~ t'ri

j I ~ {
j ~ ~ ~
V?
~ ~
rn 1 1 a 'C s ~ ~
i • ~ ~ ~
t 1 4 I / ~
f ~ ~

r ~
l r
r
1
~ ~ 1
r ~
N i
~ m J ~
A T R t1 ~
i. ~i t ~ = 1
~ ~ ~ 1 t ~ r rn ~
~ K ~ m ~
} ~ ~
t°~ ~ ~ ~ C~ 8 ~ /
rr . i ! ~ $ !
. tJ~JIJtJlJ4 ~ f ,v;
1'`~ e i r ~
~ Q 1 ~
/ ? f1 If11111111 `A y~ 1 1 1 f1f f ? 1 . ` . . . , o,,,,i
' ~ 11' 1 1 ? 11 11 ~ ~ g ~
r ~ yo~° .',111. , 1 .11`,11'. , . 1 ! 1 r }i'd .`.•.F.•.•.. ~ r-- i
u ` F k ~ x
~ / j ^9~ r.J`~ry 1 • O~ YY~ . ~ ~ ~
A~ .~,-~,--~~,~,~,_,~4,~~~ T ~ Luke Minnesatt
D ~ f ~ 2 ~ rf 1 I
~ a t ~ ~ I';"1
~ Z T R ~wr~w
' • , / / 1 i ~ "r r c ~ r i
~ ~ ~ ~ d0 ~ ~ o O ~
~ , d l C7 ~ ~ ~
d 9G
Lake A#i nesott Eata#es, ec#i PC. 31 Sl.. i ~ ~ Fott Estatss, ec#ioro Vtt! a~`*,y~ PC. 3, 5L.. 1
C ~
~ , ~
p P"~'1 ~ ~
J r} 7 y M ra,~,~_ '..otir
f S ~ / i ,
~ ~ ti j 1
o / _r ~ Q
a
~
\ , a
~ e a _ ~
e ~t* +*°tl ~ ~ ~ ~ ~ ~
..'r~e
~ ~o-
e ~ 0 I ~
D / r a 4 Y 1 g
4 x t A ~Y
1 ;
Z
d ~ ~ ~
~ r- rF-j
n p fi'3
f"'''3
~ ~
. z° z'
~ ~
~
o

d ~
~ ~
~n
o WAYFARERS COVE AVOLIS ENGINEERIN s ~ BENNETT ROAD Civil ~ Civil and Environmental En9 n MINNESOTT BEACH, NORTH CAROLINA Po ecx 15564 PROJECT NO. 05125 %N~`~~ttntr
]RING SCALE: AS NOTED
Engineerin DRAWN BY: RRD J e s
NEW BERN, NORTH cne RTH CAROLINA 28561 CHECKED BY: JKA
~ PHONE: (zsz) ess-ocss Fnx. (zsz) 252 633-6507 DATE :
~ OVERALL SITE PLAN-EXISTING CONDITIONS & DEMOLITION
'~tj~###ttl0tttl~~,~

{ h ~ j~ ( iii , .Z` ! ~ ~ i tit 1 % { i"~ . ~ ~ ,;..`.C` r~ t\t
t i~ i~ i t 1 1 ~ ~ 1 :r, t. ! ~ )r ~ :~s. ~ c`^, P, / ~ ~ ~t ~ -fir ~ V`-•~t~
3 ~'c• ; ~t ~ RELEASE FUR PERMITS JKA 7/I ~ P ~ ~ ~ N0. DE SCRIPTI~N _BY I_DA
~ ' f ~ h a ti~ ~~r ~ ~ i i' ~ ~ `~..,1 ~ ("ter"" - JKA 7/11/05
CAp Ito-,
,..'.1 Ufa ;I~ t~' /~pri .4a 1R t Z. I. IA ~ ~r. SSI'••
IL L ~ JL R2V1510I1S DY DANE '
M . 'r.r '.171 . r ~ ~ .r, ~ ~ ~
~ . • • 7'38
4 r y ~ 1,. y`~ r ate* 4
- ~ 9 ~
r
~ ~n^•! Au.~ara~j~ur.~ J=. .L ~ y J_ ~T ~ ~ JL JL ~ 1 1L ~ ~ ~I ~ .L 1 ll JGIN[ER: FftOJECT SURVEYOR ;011_ SCIENTIST: cif V 1 N~~~~~~• trs~urrr~ f ~l
• Plllo~t.. , , '
1/2 M!!,~ RAa1U$~ ~ 1 O.MIL~ i~ADIUS • I ` ~ r
. ~ i.
~ , L
~ ~
< I.~ ^Me'.~ . JS, FE JrRRY RYAN, RLS SCOTT STONE, LICENSED SOIL SCIENTIST #1038
. ~ I;IpNl1' OF SA WAfiER . . ~ LO W Q ~
'A i . ,INE~RING, P.F,. ATLANTIC SURVEY & DL~IGN ENVIRONMENTAL AND SOIL SERVICE, INC.

564 1305 COUNTRY CLUD F'OAD PO BOX 82
' V t~f' ti ~ ~ ' d.. NC 28561 NEW BERN, NC 28562 PINETOPS, NC 27864

068 (2:~~)633-6649 [phone], FAX [phone]
ro~

DEVELOPED BY: MINNE50TT BEACH HOLDINGS LLC L • m 1~^
1107 BENNETT ROAD W~ rU^J
ARAPAHOE, NC 28510 QO
[phone] DEED REFERENCE: PLAT CABINET A, SLIDE 14q-18 C < i i• n J ,~1
PROPERTY IDENTIFICATION N0, (PIN): F093-$5-1 N0
SITE ZONING: RM (PUD DISTRICT OVERLAY) TOTAL SITE AREA: 40.74 ACRES INCLUDING 5.89 ACRES BELOW NORMAL WATER LEVEL or_
TOTAL SITE AREA; 34,85 ACRES EXCLUDING 5.89 ACRE5 BELOW NORMAL WATER LEVEL TOTAL ~ LOTS: 80 TOTAL & COMMON AREA (LOTS ~1-#74, PARCELS A-F AND COMMON AR A 14 U CN L
E TOTAL AREA IN LOTS: 24.2 ACRES, 59,4% OF TOTAL SITE AREA W ~ N-
TOTAL AREA IN COMMON AREA: 16,54 ACRES, 40.60% OF TOTAL SITE AREA IN T T - CLUDES ROW) 0 AL IMPERMEABLE AREA - 492,175 SF, 11,31 ACRE5, 32.5% OF TOTAL LAN AREA AN-EXISTING CONDITIONS & DEMOLITION
TOTAL PERMEABLE AREA = 1,025,750 SF, 23,54 ACRES, 67,5% OF TOTAL LAND AREA TOTAL CAMA 15 AEC AREA = 58Q582 SF, 13,33 ACRES, 32.72% OF TOTAL 511E A W ~ Q X
REA PROPOSED TOTAL DISTURBANCE WITHIN CAMA 75 AEC = 65,598 SF, 1.51 ACRES 11.33% OF AEC AREA LAN -EXISTING CONDITIONS & DEMOLITION
PROPOSED IMPERMEABLE WITHIN CAMA 15 AEC = 31,305 SF, 0.72 ACRES 5.39q OF A EC AREA LAN -EXISTING CONDITIONS & DEMOLITION E z co p- (0 1
UTILITY SERVICES: WATER - PAMLICO COUNTY (PUBLIC) SEWER -PRIVATE ON SITE SEPTIC SYSTEM m o
ELECTRIC -TIDELAND EMC LAN - EXIST'NG CONDITIONS & DEMOLITION
TELEPHONE -SPRINT GENERAL NOTES: 14 C W W
LAN -EXISTING CONDITIONS & DEMOLITION z c~
1. ELEVATIONS SHOWN ARE BASED UPON A TOPOGRAPHIC MAP PREPARED BY ATLANTIC SURVEY AND DESIGN. BASED ON DATUM NAV C:
D 19$$. 2. PORTIONS OF THE PROP T ER Y ARE LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS LAN - EXISPNG CONDITIONS & DEMOLITION V c~7 N TT 1 _0 Ln ~ Lf)
INDICATED ON THIS MAP aN-NEW DEVELOPMEPIT/PRELIMINARY SUBDIVISION PLAN
3, COASTAL WETLAND AR S E LOCATED ON THIS PROPERTY AS DELINEATED. > X ~ W
4, NEUSE RIPARIAN BUF - FER AREAS ARE PRESENT ON THE PROJECT SITE AS DELINEATED. 5. CAMA AREAS OF ENVIRONM ~ Z O
ENTAL CONCERN (AEC) ARE PRESENT ON THE PROJECT SITE AS DELINEATED. ~ NOT W SE
6, THE RECEIVING WATER COURSE FOR THIS PROJECT IS NEUSE RIVER i~q{y p}~{y.~ o~ ~ ~ .o ~ NOT IN SET
~1~~Y,~. Q..
t,u~~ U NCE OF OPERATION TYpiCAI EACH PHASE OF CON5TRUCTI _fhfd P}E~dr-i3P~'~" T~^^ 'iii"nc-i ~oooivi~~c~c i otir NOT IN SET
ON . 1, SECURE PROJECT PERMITS, _
2. CONDUCT PRE-CONSTRUCTION CONF R E ENCE. NOT IN SE
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT F N E CING. NOT IN SET
5. COMPLETE DEMOLITION 6. CLEAR AND GRUB SITE, "-'"r-'r"' NOT W SET
7. INSTALL INFILTRATION BASINS, VEGETATED SWALES AND R I
D A NAGE SYSTEM F CONSTRUCT SITE IMPROVEMENTS. ,~«ro~=~''T~6b'~{}hN-kd~FTER & SEWER ~kflN NOT IN SET
9. SEED AND MULCH AIL DISTURBED AREAS ESTABLSIH VEGATATI / ON SUMMARY OF DISTURBED A
10. R REAS EMOUE ACUMULATED SEDIMENT FROM INFILTRATION BASINS, 11, REMOVE GRAVEL CONTROL ENTRANCE, ~ NOT iN SET
lz. REMOVE 51 r PHASE I CONSTRUCTIO L FENCING. N 16.6 ACRES AN -NEW DEVELOPMENT LAYOUT, UTILIl1ES & DRAINAGE
MAINTENANCE PLAN; PHASE II CONSTRUCT ION 5,0 ACRES
1. ALL EROSION AND SEDIM T _ _ EN ATION CONTROL DEVICES SHALL PHASE lIII CONRTR UCTION 4.5 ACR AN -NEW DEVELOPMENT LAYOUT, UTILITIES & DRAINAGE
ES BE CHECKED FOR STABILITY AND OPERATION FOLLOWING P _ HASE IV CONSTRUCTIO
N 4, 0 ACRES EVERY RUNOFF-PRODUCING RAINFALL EVENT AND IN NO PHASE V CONSTRUCTIO - AN -NEW DEVELOPMENT LAYOUT, UTILITIES & DRAINAGE
CASE LESS THAN N 4.8 ACRES ONCE EVERY WEEK. ANY NEEDED AN -NEW DEVELOPMENT LAYOUT, UTILITIES & DRAINAGE
REPAIRS WI LL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES IN TH E OPERATING CONDITIONS INTENDED.
2. ALL AREAS W!L L BE SEEDED, FERTILIZED, AND RESEEDED AN NEW DEVELOPMENT LAYOUT, UTILITIES & DRAINAGE ~r
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO ~~~~n NOT IN SE
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE ~ ~ COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC VflY~~RERS 6VYNB NOT IN SET
ROAD SHALL BE REMOVED ON A DAILY BASIS. 1~i{'Hd~lY~VYPdf-~ ninT iii 1
4. SEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAMS, SILT v
FENCE, OR SEDIMENT TRAPS WHEN IT ACCUMULATES TO A DEPTH OF ONE ~T~++6f lMYidB NOT IN SET
FOOT. N yyp~ (~!2~ f~l AEI D DD/1CII DI\I nr 5. THE STORMWATER BASINS SNALL BE CLEANED OF ALL ACCUMULATED v~v ~ ~nr~ r Tq~f SEDIMENT AND RETURNED TO ITS DESIGN ELEAVTIONS UPON COMPLETEION W ~
'IbER~m~~dB NOT IN SET
OF CONSTRUCTION. ~~az ~ ~ ,n~ O Q f~ ~
°~"~"Pp-` NOT IN SET U Q O w
SPECIAL SEEDING NOTE• r cn rn ~i Tc ni n n i THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT ~ -~,9--~~~~?~ ~"T~ rT7~~-- NOT IN SET
Afd---~ENI~tFE BI=~9~FlE /~f~E{t NOT IN SET
TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER E-W w
A{d---~EIN~tF ~ e~`Pe°~E AREA NOT IN SET
OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING ~ ~ ~1~~. COMPLETION OF ANY PHASE OF GRADING; AND A PERMANENT - ~ • n7~~_~,n~nonrn ~i-r~ GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF ~ ` Afd-~EHd+F6+=BISP9~i~t #REfl NOT IN SET
;p~ c~ElRhd'+N~rTEf~ R~TEP8TI~1M AREftS NOT IN SE
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT. ~~rF6RIe1~V~tTER RETEPdT16M flREA NOT IN SE
NOT IN SET N
O
NO LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE 50' ~'$~~~'~~'F~ NOT IN SE
NEUSE RIPARIAN BUFFER AREA WITH EXCEPTION OF THOSE ACTIVITIES - ~+tf'B °f'r NOT IN SET W
AUTHORIZED OR PERMISSIBLE WITHOUT PERMIT OR SPECIAL APPROVALS
OF THE DIVISION OF WATER QUALITY. AIMA6~ BETF~fE6 NOT IN SET
~,+E1Pd EC~fd~R~c-B~Tr"nES NOT IN SET
-B~+tll ^ NOT IN SET
cars~~naa ~aa coNano~s.
t~r~~~rn nrTAll L ALL BORROW IlAIERIAL TO BE UTILIZED ON 1HIS PRO~CT SIiE SHALL 8E OBTNNED ~ ~ v v ~ r r ~ i ~ t r NOT IN SET
fR0~1 A PROPERLY PER6HTIED BORROW PIT. n ,f ~ c~ r ~ ~ ~r D n r r n u c~ NOT IN SET
2 ALL STR~'PIN6 MATERIALS SHALL BE WASIED AS TOPSOIL ON Tt~ PRO~Ci SIIE •~-r ~
3. ALL EXCESS EARTHEN MATEPoAL SIiALL 8E USED FOR LANDSCAPING BER~13 ON SIZE. NOT IN SET
APPROVAL SHALL BE SEWR@ FR011 1FIE LAND WLAITY SECIi(MJ PRIOR TO DISPOSING
OF ANY IXCESS EARTHEN NAiER~AI OFF SiIE.
05125-DWG