20040848 Ver 1_Site Plan_20080524

'I, JOHN 1. PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MA UNDER MY SUPERVISION WETLAND POINTS F1-F21
DEED DESCRIPTION RECORDED IN BOOK , PAGE ETC.) L11E TABLE ,r UNE BEARING LENGTH
OTHER); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY WETLAND PONTS D1-D9 L47 S '06" 30,02 HWy, 24
INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOKS , UNE TABLE PAGE ~ ; THAT THE RA110 OF PRECISION AS CALCULATED IS UNE BEARING LENGTH L'~ 60 ' 4" 30.38
1: L~j~2~' THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH l89 N '4 '44"W 24.68 L49 1 26.11
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, L9O N76'05'3 " 56.74 IICEN~~,IR " iN63~2 AND SEAL THIS ~ OAY OF ,,LL~~ , 20 L92 S6319'34` 26.73 ~ ' 4` 23.10 N 1g
~ ~ - ~'1'~ ~RTH L51 1'1 ' 25.28 i PBR Y 8.4~. P.136 l52 14 7' 30.21
C~~ . C L93 77 27.19 •'9 L94 4' 34.81 L53 N ' 7" 21.82
5~'AL .dR~A1o~s S6 43 29 ~ ' ~ ~ L95 " _ S 0 - SURVEYOR 559'43' 4 21.51 L54 '41' 22,21
=~:D rq Z~Z= L96 1 L55 ~ 1 7 24.92 0 8?0
O :Z ~ ~ : 47L ~ Li''~ I. S64 7 8 8.61 - :0 ~ •D_ 'y ~ UCENSURE NUMBER' L56 39.19 2 90
2'~~, oQ, ~`7 4' ' 4"W 38.42 L58 76 25.60 S~~
p1ERG~,~~, L59 7 8'4 'W 28,80
WE`i~kl~ POINTS C1 A3-CS L60 7 8'4 ' 9' 39.88 BEAR CR
UNE TABLE L61 EEK ROq s s 11 22.54
LINE BEARING LENGTH l5 4 1 '1 73.31 L61A ' 4'W 28.88 L618 79 6'10"W 39.77 VICINITY MAP -NOT TO SCALE
L6 71'4 '4 "W 9.01 L62 8' 'W 36.83
L7 7 ' 1'4 " 16.07 a VICTOR CORDON BELL L63 • 7'.µ'W yg,gi
1124 S 4'4 ' "W 29,37 a;'~ ~Z BRAX' BRAXTON HOWARD do WIFE, D.8.1747, P,0792 L64 64 "W 28.08
L125 S i ' 7"w 47.88 '~yA~i~rn OPHE~ OPHEUa HOWARD L65 48 ' S"w 38.07 D.B.951, P E l88 10' 1' 'W 30.30
L126 N 6 7' S" 17.69 fi 4 D.B.9, rn~ L127 N 33.93 ,~D WETLAND POINTS E1-E27 12
It 28 N8 5' 5" 11.14 ~ NC RICHARD W. WYCKOFF II uNE TABLE ZONE 8 H gRP • D.6.1551, P.695 UNE BEARING LENGTH
GEORGE EKSTROM ~ wIFE, ~ ~ ,~~yG OT~~ " L18 1 'yy 10.19
~ ~y ~ BEATRICE EKSTROM ~,0 WETLAND POINTS AJ-A2OA MARGE A T1S ~ pNµ K ~ ~ DS 3b IS \i ` U9 N 9 W 27,88
UNE TABLE P.416 ~ ,~St i S PN u ~ `r'~ L20 N7 4'4 "W 28,33 p G ,~S 4 R~ P~ .......(if ...;.n 1
UNE BEARING LENGTH ~ ZONE B A~~G 16.2 U~..'3....`j...;-~ e ~ N8 b W 25.70
U29 11 1'S "W 66.54 TAN TROUGH BRANC ~ 9'4^5 LtO 6 'W 53.34 3 g4,5 •,•lj ~~o;~ u...... L22 8 '41' "W 31.24 • ,.:~o~ <r. `~~o.•~;y~~ ~~:'~,~y L23 N . 4' .W 23.11
~ 112' WIDE ~ l11 79• '4 "W 19.79 ~ JAMES R, POTTE g:"''
" D•8.929 P.325 NOS L12 'S5 4 W 16.76 1 Ob , 9A, StS~S~' ADS ?o L24 W 27.52 ~5 .W 23.33
" g7~ 2 ~•>o L13 20.50 3S ti~o~.-'~~;~~+.rifi S8 '46 3 W ~ ~ fj7~~~s,;~;d' L26 7 7 •W 20,15
L14 75.4 ' 33.44 `.6 ~'~o~• ZONE A9 ZONE A9 L27 "W 28.91 ELEV. 10' ELEV. 10' L28 7 '4 'i " 32.48
L15 N T ' 1" 44.80 ;;m~,;zl.~~ t99 L16 7 5' 1" 31.67 ~ L29 7 ' ' 21,77
L13O EP U;1 71 44 23.18 l . 9 " 901 ZONE B ;o. UPLANDS ~ ~ ~ L30 N "W 24,27
Lt 31 4 '4 ' 33, 43 ~ 1 • S ti ~ti, ; L31 N 22.33
~I_ iD• 1132 ' 3" 85.82 I r r • ^.3 'ALL • '~1~, '7'~ L32 N 'i "W 24.78
L133 g g 41.26 C"+.:R :.w nJ' ' UPLANDS ZONE E g l33 '4 " 25.30 S ZONE 8 L34 "
L134 t " ~ '.o 17 28.3 -~y L135 .41 ~ • ~ 4 WETLANDS 7~ ! iw e ° N W 28.43 `O L35 48.31
48 1 82 L138 '1 'W 19.24 , ~ " 3 . ~ L36 'W 35.18
¦ ~ r' $ tee oe;,4~.nro L18 t W 10.19 ~ 0.09 ACRES ~ ^ "•101 L37 N '4 44,50
o ~ ; L38 ' 8'W 27.17
•O L39 44• •'yir 32.90 ^ L40 '4 ' 'W 28.71
WETLAND POINTS A22-A49 p ~~u e'ai Ui+E rABI.E z n ~
UNE BEARING LENGTH = m ~ 12.80 ACRES ~ J 2 l41 p 37.09 - ~ES ~ L42 41.81
l97 S7O'S8'28"W 23.92 ~ ~ L 8 (557,739.76 SO 1 } I rT } C; C L43 'W 33.59
L98 809'86'01 "E 27.77 3 q a ,a w e,,; L99 S1 T48 01 "E 23.39 ~ ~ q O L44 '1 'W 32.60 'rr N , N L45 4 4 "W 38.07
L1OO a>" ~ ' 9'44" 24.51 n ~ Eli ~ ~ L48 29.10 O ,y N 7 W
L1O1 19.04 O ~ ~ UPLANDS ' ' 2 c0 M ~3% 2 ~
Li O2 27.58 w F'"~' ~+`,p. S N S J ~ WETLAND POINTS 61-622
L1O3 22.06 I ~ ~ 404 WETLANDS ,rd. 11 44 ~ h ~ 1.29 ACRES , ~ ~ L1O4 14' ' 7"W 28.54 o z ° ~•~s"E;~r Jyj ~ DIANA P NEL50N COATES ur~E 1A~E S ~ D.6.2047, P 500 UNE BEARING LENGTH
L1O5 44 S 1 28.82 ~p E,e B9 TRACT 1 L87 14.95
L1 O6 7 31.42 ~ ~ S ~ ~ M.6.44, P 135. SL.K-180 ~ • 3 L68 7 4 25.39
r " J L1O7 34.79 ~ = s L69 N 7 ' 33.00 UO 7 ' 39.85
1 " ~G/ I L1O6 1 1 24.82 Vi 3 1 , " U Goy:' .ne ,r: L71 N8 '47' 48.28
L 09 S4 9 W 34.20 o r,~ L72 N ' 9'4 ` 15.97
L11O S 5 4 1 28.62 Z ~ " ~ ! '.r9 Llll 28,46 l~ ~~I 1;r U1_ ~ UP UPLANDS • o L73 N "W 31.82
L112 1 ' g" 30.33 ~ ~OS~~: re a ~ . e.. L74 N1 i' 16.88
41 P S'... ~ L113 45.36 n' "'I" r 1 9 ~ ~ ~ .r , ~ OS L75 ' g' 22.01 L78 20.Q9
L114 4' 25.49 •t'• 49 e+e L77 N ' 9 26.51
L115 40.40 ~.,czs i~ ~,~5 n, ia„ 43 W EPK Mv,. 1~ L78 23.39
L116 7 27.21 w "e r.e'\ to Li17 ' 9'18"W 32.65 ^ co ~ ''~~q~, •i e,, tO ~ L79 21.14
Lt16 N7 ' 4'W 24.54 ~ ~z, UPLANDS p `1~' ~ LBO 22.69 44
L119 N .W 24.33 N n g ,"t •ia~ ~ a t 05.04 n + L81 7 28.88 B7Dr, L82 24.13
L12O 4 W 18.34 ~ ~ 5.11' ~ IP r7~,e7 Z ~'4r w 1°n. ti Qt'19'S • tO }s,•;~., , ~J L83 18.13 r e:'
Lt21 7' 1" 20.73 gg' W N ~ 5 E H T ?.I4' ~ e. EI N ~ .R. 1509 - 17?' tP 1i22 S 17'47" 26.54 (OUEE sir 0) E' l84 N 1' 19.15
L123 S 18'11" 17.93 / NS CRE R W t~.'~" 2 L85 '1 ' 25.41
k~ EK ROgO !'r " EIP PK ) 5 L88 1' 24.61
.ice' ~S) lS L87 N 9 3' 28.81
N ,6. ea uNE TABLE J3 45" 16 ~6,~• L88 8 42.55 33.45"
f LINE BEARING LENGTH f EIP BOUNDARY & WETLANDS SURVEY
L1 809 5'49"E 34.67 PREPARED FOR a
L2 S78'3i'O1"E 21.53 . 7• \ ~
L3 S3O'43'12"E 60.05 THIS CERTiFlES THAT THIS COPY q' THIS PLAT ACCURATELY DEPICTS L4 SO8'3O 50 w 29.55 THE BOUNDARY of THE JURtSDICnON OF SECTION 404 0< TME CLEAN SAWN R T SBO 0 OWNSHIP, ONSLOW COUNTY, NC
WAtER ACT PURSUABT TO THE 1987 CORPS OF ENgNEERS WETLANDS PREPARED BY
DEUNEA110N MANUAL AS DETERMINED BY THE UNDERSICNET) ON THIS JOHN . P L I & ASS IA P.A.
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR pUBUSHED ~ 409 JOHNSON BLVD.
LEGEND RECUUnONS, THIS DETERMINATION OF SECTION 404 JURISaCnpN MAY 8E REUED UPON FOR A PERIOD OF FIVE YEARS FROM T>a!S DATE. JACKSONVILLE, NC 28540 PHONE: [phone] DATE: SEPTEMBER 8, 2003
EIP =EXISTING IRON PIPE SCALE: 1"= 100' F.B. 700, PG. 21-32
EPK = EXISIING P.K. NAIL SIS =SET IRON STAKE SOB X238688 FILE NAME: BEAVER CREEK PHILLIPS
R/W =RIGHT OF WAY - *oArT DATA: GRAPHI
P P =POWER POLE SI 1URE OF U.S. MY CORPS OF GINEERS OFFlCAL _ _ C SCALE
--E-- =OVERHEAD ELECTRICAL LINES TOt~ TOTU. AREA ¦ ~7 !10 ACRES •m p eD ~p ~ ~ AQEA OF WE1'UKDS •1.16 ACRES
DATE OF Si NATURE +~QEA OF UPUNOS • 11.04 ACpE5
Sr ~ Sr'?FR ¦ INDIVIDUAL SEPTiC SYST£u
~y00 3~ wA wA~R ¦ ONS10w COUNTY ~ ~'1'
1 "itticc • 100 ft, .
F: D.6.2O41, P.5OO (TRACT I) RENSED: FEBRUARY 21, 2004 (ADDED WETLAND POINTS ON C LINE5 8t REMOVED POINT D7 ) APRIL 7, 2004 (C?+ANCEO WETLANDS ONES ON ISOLATED POCKETS NEXT TO CREEK)
- M.8.44 P.136 SL. K-18OJ TRACT I APRiI 23 2004 ADDED WETLANDS POINTS A11 At A14 At8 Ail M .A20 OA
4
11 ~ar~li

VICTOR GORDON BELL HWY, 24 D.8.1747, P.0792
N
BR E, , w10E tea...---- y
a PHEUA HOWARD H .~12 _ -----~~-"""A Z ~ ?;a y D.8.951, P.147 RPNG / / ~ 0 9 Z - 8 98 / / N ~
m?~~,~~ SRS 5 ~ ~
w SPR as / " ~ ZONE NK o ~ ~ ~ ~'0 1620
~0 T 'Y 5~ 8 / 3 / ~ 7 T Q
~ ,~v • ~ ~ . ~ I TE
GEORGE EKSTROM do WIFE, ~ ~R ~ i S ~ ~ 6 A41 783
BEATRICE EKSTROM do DAUGHTER MARGE ANN SHEPETIS / / ~ y ?0• BEAR
D.B. 656, P. ~ CR a D~. zoo EEK ROAD / ~
r ~ L
ZONE B ~~L ' p38 ~ ~ VICINITY MAP -NOT TO SCALE +s.7o
_ 49
.0 ~ ~ ,J`_
rYORTH P3'R X. g, 4~, P. f 88 _ ~ ~ ~ i-- d +,279 '1 \ _ A
TAN TROUGH BRANCH _ '(5 1 „i-.~,;; ' " AJ4 ~r ~ i '~s - _ _ 13.56 \
07 111' WIDE JAMES R. POTTER i ~ JO fir- / / \
D.6.929, P.325 ~ ~ ~ ' / , 3 / 3 ~ ~ `~-i ~ ~ ~ ,
~ SIS i _
7s ~ ~ ~ 1 A27 / = 9, ,ems ~ ~ ~ ~
•r / ~ - •9~1 ~ /
/ _ - +2a.aa - r- \ZONE A9 / ~ y. \ ,
21, 6 2,,6b ,8.61 ~ ~ ~ / / I A2 A2:4 -'-ELEyr1~0 ~ V. Aga ~ ELE 10 A ' i 0 ~ A
2s., 3 i ~ / 463 ,3 ~2 ~ ~ i' 2 i-, / 23 ro 0. 7 CR~S~
I i ~ ~ n ~ p m ~ + 1O ro 1 .FT.~~
A ~ X05- ~ \ 9 0.96 CRE ~ +20. ~ ~ ^e / 41,958. O.FT.) / I ~ 100 YEAR FLOOD PLAIN
y. 7~ ~ I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS 1 P 2,. ~ ~ .4~ IR o 56 ACRES ( + 2 a, \ ~ / ~ / : ~ / / / LINE (ZONE A o X30 . T.) i \ PTI AREA ~ 4 / ~ )
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY t3 ~ D / in +23.58 UPLAND /
2,. ~ ~A ,7.orY'~ l:~ Ea fit/ / MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN 0 ZONE ~ ? 9 / ti / / ~ ~ +23, o / i Z E ~ ~ y/
HEREON ; THAT THE BOUNDARIES NOT SURVEYED ARE ~ IS438 ' S ~ 7~ f / / n ) 2t 6 ~ t. n CLEARLY INDICATED, THAT THE RATIO OF PREgSION 2, C A38 , , ?g. 1 / / 4~ i~ +2d.1 / / LP,
AS CALCULATED IS 1:10,000+; WITNESS MY 122 ? s.7 A ti"' SE J~ \ ~ zo.
ORIgNA SIGNATURE, LICENSURE NUMBER AND S AL I ~ 14 ~,0 ~ _ ~ ` ~ / THI I C2 A4A A11 . ~ ~ I S_ _ DAY OF , 20 C4 g,. J / , ICAL H~ ~ ~ 0' / +2~4~r 'L/' ~ 1 h ~j0'X 6 / 44' ~>X 23.03
I ~ ~ 6 + 5.28 / ry~ ~ o.4s ACR
C ~ ~ ow ~ . E / / 0.46 A{ ' / C3 of / / aN 21,18 .47 I t 7. N + 0.40 ACRES ti 21,18 .47 .FT.) 2s.s
- N 23. " TA 6541 / ,9.9, a JOH L. .F.E, "L-2596 5 .4z~,oo 1G N , 17,300.14 O.FT. ~ y / ~ _ _
F ..9 22.75 I ~ ZONE~Ct ~ A1o -i ,B, ~ / 7 r'Q,0 E'SSj•'•O ~ 22..3 ~ 9 ~ .9. 6 % Z .1'31 ,4Y'E ~ D7 S ~ ~~'9 +30.4 /
Q 0 i + + 2 0.97 .t*CRES ~ Lc 4.34 + 2. o S Z'• Z o .s3 623.193''?iQ.~T. ~ ~ u a 0 56 A~RES / OUP ~ ~ / 500 YEAR FLOOD PLAIN
D : D _ I ~ ~ 0.8 4 2 9.02 S .FT. P GP N ~ / ~O. G ~ / UNE ZONE 8 I ;BQo ~ ,o S ( )
0 ~:~b ~ ~ ~ - 1 5a 50 +25,30 5 d F + 2 .5~ A L 9• Z IVE C a 5 _ / a/ ~ ~
,,'Y ~ ~ r 3 0 ABC S a\ a~, r ~,r • w ~,h.s~ `r
= IG'I G~(,,,~ ul -C'o~rtaurs A / N ~ ~ ~ Ca ico ~ 1,8.19 S . , \ s ~ g I ~O 5 E +^s. ~ Aso 251 a a ~ 11 ~,.8 R+ f o \
2 6 !7 27 q 16 2 2i 2 ~ ~ 2 7~ . 4 501X / , / ~ I 29.oa
I J , 5 ~ N Z5~' y~e~' ~ q7.5 +2 3, 2 5
1 \ ' p 'a + 6 I 0 I y \ ri y 33 ~ / y ZONE C
NOTES; I I I TYPICAL 0 ~ 5 ~ 3Qap ~ 4 ~ ~ ' 1 O n
I I T~ICA HO AL MOUSE ~ ; / ' 1. ACTUAL PROPERTY LINE RUNS WITH CENTER OF CREEK. I - - - - - / 50'X 60~ SOX 0' ~ I i' M x ~ 1 1
30'X8' - ~ \ I ' 6$ 2. SETBACKS: FRONT-20'; SIDE STREET-20'; SIDE-8'; 27 3 / 31_ ~ ~E12 f5; . 10 µ _ ~ R= 5 ~ ~ ~ o ~'~0 0.45 CRESS - ~ ~ ~t1t+
REAR-15' OR AS SHOWN HEREON 2s a5 { a /9 ~ _ r 2 91 ~ ~q - ~ ~+2 ~ ~r ,~Q (1 667.71 SO.F~T.) /
3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS > m Q OTHERIMSE NOTED. I > < 2 Q ~ , ~ b~ / 30.77 9 p ~ /
4. SOIL DISPOSAL AND DEBRIS IMLL BE HAULED IF REQUIRED. I v.z BB ; 1 4' ; . , 1Q : -1y~,o :.F ~ ' / iyo.os o + 5.7 1sy3, 10 UTILITY EASEMENT ` 2 9e /
, 1 0.03' ~2.1 , ti 5. AU_ RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS ANO 94.59 ti / ~ 7 28.93 ~ LOT 1 A ~
PAVEMENT INTERSECTS TO HAVE 30' RADIUS. ~ s os'49'41' E 23e;74_ - 1 ~ { j% µ 13~ R3D.0' ~ ' ~ q .0 - ' ~1 / / .17 A S ~ ~ /
6. ALL CUL-DE-SAC WILL HAVE 35' BACK OF CURB RADIUS. , , - +z 5a ~ ` * g,03 ~ E 7. SIGHT DISTANCE ARE 10'X70' AT INTERSEC110NS. 29,a ~tia Q A ~ ~ 0 ~F. s ! +3,. 7 .(]~FA4~3 SO.FT.) ~ ~
8. DEVELOPER TO FURNI H TR T I N 5 4 ~ ~ 1 ~fi S S EE S GNS A 0 STOP SIGNS AT ~ 31.0 \ ~ ~ " ~ d,~ oFF ~rE ~
STREET INTERSECTIONS ACCORDING TO STATE STANDARDS. a ~ P1~CT10N k, a \ - SEP'W6z:~REA ~ U
9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL - _ _ _ , ~ - _ ~ • / CONDITIONS PRIOR TO CONSTRUCTION ~ OONTRACTOR S I ' S os49'i1' E 23e. ~ , 4 \ a 9 / 501 ~ ,3`• ,e~/!'
RESPONSIBILITY TO COMPLY YMTH N.C.D.O.T.'S 60.00' .86 : ` 7 / E \ ~ a / ! 71„~ ~ h E ~ s ~ +3,~QT 17A , !
COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION, coNS>RUCnoN " / ~ ~ +32sa 10. SITE CONTRACTOR TO SPREAD SPOtI FROM ALL DITCHES ANO ~ 1 ~ ~ / 2 ~ '1~ ~ 0.20 ACRES 2 ~ 13 y
SWALES AND T TA I I ~ ` ' iNV.2ea ~ t5' 50 0 S B L ZE SLOE SLOPES PER ey ~ - ~ ,Ipt~~ uµ r 8 N 5p o n (8,791.39 SQ.F73~ 4s
THE STATE'S EROSION CONTROL SPEgFlCATIONS. 3o a2 30. ,~0 3 3 11. AU_ DRAINAGE PIPES TO HAVE FLARED ENDS. 3 ~s 3. s ~ E17A 0.42 ACRES F a ~ ~ ! 1 57.20 S .FT. OF SITE 33 2
I 2993 \ I / 12. AU_ HOMES TO ONLY FACE STREETS WITH AT LEAST A 20' MINIMUM I TYPICAL HOUSE ~ / ( ~3 Q ) ? SEPTIC AREA 6~ + 32 sa,
BUILDING SETBACK. ' ( © 1 B9 4 4 ' +30.6, LOT 6A oi•
I 0.38 ACRES 50 X 60 ICAL HODS 18 13. CONTRACTOR IS TO CONTACT THE N.C.D.O.T. MAINTENANCE OFFlCE ~ 1 509.03 .FT ~ B10`A` 10.6 A E X0.6 A ES o 0.23 A RES W 10' UTILITY EASEMENT
AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT I ( SO 50 X 60 (28 605.69 1 ON ANY ROAD BED THAT IS TO BE ACCEPTED FOR STATE MAINTENANCE. I• ~ , (28 605.69 Q.F +3,.s9 91.2 SQ.FT.) X08 r 8s,
• I + 32.75 N UN OFF SITE v 1 CO \ 0 W ^
, N 03'49'41' W 180.97 N \ E + ,.6 ~ 31.69 3'' +I ~ \ / 23 Bl l : 'Q, I N ti N +32.63 • W SEPTIC AREA I
15 ~ / J 3,, 2a W +32,39 ~ I m ~ ,.9s W 0.6 1ACRES 20 / p a. B12 J O 87413`. 9 a N 51b2 a!
I (26,866.3 SOFT. - _ _ ? ~ B12 +33> Og. DIANA P. NELSON COATES
4i ~ ~ •S ,`tty I J 32. ~ / ~ / ~ \ s )~3* I w D.6.2047, P.500 I +l' TRACT 2
m -I 0.40 ACR m / 4 zc F11 ~ I. ~ k Elf y~ ~ ~ a4 ~ ~ ~ (17,240.29 .FT.) ~ / ti ~ B 4 g¢ f • OFF SITE a.os M.B.44, P.136, SL.K-1803 e ~ SEPTIC AREA
31 I ~ N N n ~ +30,92/ 31,78 X r ® ~ ~ ~ 2> ~ ~ B4 ~ ~
~ 3, 3 67 ~ 2 F 12 A C
I o a + e F8 2 C 31.93 ~ + ,10 ~ ~ 15 Bls LOT 4A c°~~ +33aa ?p. ORN f O(
$ I ul 3 I ~ 15 S ~ +32,i~ 85 ~ F7 ~ ~ - ~S 'F , s7 0.40 ACRES R ~ • • I (17,242,97 SO.FT.)
1 ~a ~ i + .98 W
~ I Y N • W 181.98' / ~ ~ l- F LEGEND ~ ~ I +32.,8 F N ~~r~rv~s. ~~1 , ` I ~ 3811 E 200.)8' ~ , ,('111¢.
_ 1 F6 ~'3p~ " 3, s2 32.0 s ¢ - r ~ ~
EIP =EXISTING IRON PIPE > F5 ro `30'33 ~ ] F1 - EPK =EXISTING P.K. NAIL p 2 `2 F4 ~--~-~:~f~ " 0.46 S sx F:~ psi JUL 12 ,2004
SIS =SET IRON STAKE N ~ , ~ 3 1 ~ 0,009.09 SOFT ~ ~3 . I 33.34
R/W =RIGHT OF WAY X ~ .45 ACRES °o ~ 14 m ~ $ 18 ~V / a ~ ATER ~E1Al! ~ , , ,
P.P. =POWER POLE 3 , +2.54 SO.FT.) b \ T ICA a 0.43 A>vRES t8 a, x _ ~ L _ 32.31 o p E26 o F2 - OU , E OVERHEAD ELECTRICAL LINES • ~ Q 50 X 60 96.14 SQL, 1.43 ACRES t8 h ~~~~i)(.1,`V 96.14 SQ ~i ~j ^ +33 3, M B rn~
MBL =MINIMUM BUILDING LINE 7 32. 3, N v ~ (M dt~e g0, N N
O.dcU.E. =DRAINAGE do UTILITY EASEMENT °2 3 + 30.32 m _ d) k 60' " L 3a x23.45 =SPOT ELEVATION ~ ' 32as ~ F °o 20 +2.~I 3
D.E. =DRAINAGE EASEMENT cn ` ''-5'MB~ 3223 rn E27 ,4 A R ~C w~ 3 0 C ES ~ ~ q~ I ~ 19 ~Cq( I j + ~
=GRADING LIMITS ~ ~ 220,880.61 SO.FT,) Y 50'X SE ut , P 6 ~ , ~ 0. 8 ACRES ,o Ok 60. ~ 4 +3~(,r19,7 9.07 SO.FT.) o
--SF-- =SILT FENCE ~ - 7 7 t4 ~ ~ 0 6 2 1' as t81Pq, l F2 ~2
f _ 3 2 2,5 ' =DIVERSION BERM + 11 - 7 1 x 3.36 +32.47 2
+45.2 = SPOT ELEVATION 32 5 ~2E:IP ~ ~ 33•'~---' o: a~ 7~`' ~ ~I )4' B o O
r~ = PROPOSED ELEVATION N ,,+-rs.~^ r•-- `"'~`~s~ ao J3 ? N. C. C~ i9 09 ~ 32 S. R s ~ 33.16
OB = DIVERSION BERM 33.07 7 , ` ~ '0 N ~~c o~ n S q( NO
~ =DRAINAGE FLOW ~ I~ a~ ~b 33 33 + W ~ ~ 33?T ~ \ a' \ ok6 ,~Sf +3325 RA RADING DRAINAGE PLAN \ 0 PRELIMINARY/GENE L G /
~QUy, =RIP-RAP APRON ~ +32.67 EENS 3333 PK ~ CRE \J EI ~ EIP SEDIMENTAl10N & EROSION CONTROL/STORMWATER PLAN
--~-~r~e .=28.27' EK 3 RIP RAP CHECK DAM L ~ 1obr~ 15' LITY EASEMENT SHOWING \ ~EW~y 3s,
, +-33.10 ~ 3 2 Me(\ &Uf
= RIP-RAP INLET PROTECTION ~~.sa
I.i ~ S.T. = 10'X70' SITE TRIANGLE ~ ~ ~ ,2 135 PREPARED FOR
~I 4 ~9 ~
~"'~I ? 4 22 ' ~ ~ ' EIP T WNSHIP ONSLOW COUNTY, NC
,ems p SWANSBORO 0 , PREPARED BY
TEMPORARY SEDIMENT TRAPS STORM PIPE DATA RATIONAL METHOD: \ 3.4, +3~. 2 JOHN L. PIERCE & ASSOCIATES P.A.
STORAGE DETERMINATION METHOD: 4=C I A p, ~3t, ' 3..50 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
LINE TABLE AREA AC X 1800 =REQUIRED STORAGE THIS IS TO CERTIFY THAT A PORTION OF SAID PROPERTY \ ~ DEVELOPER
LINE BEARING LENGTH PIPE AREA(AC) O XSLOPE U=NGTH(FT) SIZE(IN) IS LOCATED 1MTHIN A FLOOD AREA AS DETERMINED BY THE L1 S09'05'49'E 34.67 TRAP AREA AC LENGTH WIDTH PTH FEDERAL EMERGENCY MANAGEMENT AGENCY; THE PROPERTY TRACT DATA: 3,, PHONE: [phone] DATE: SEPTEMBER 8, 2003 ~ , \ 3so BEAVER CREEK INVESTORS, INC. SCALE: 1 = 100 F.B. 700, PG. 21-32
L2 S78'31'01"E 21.53 ( ) DE A 0.62 1,98 3.5 72 18 LIES WITHIN ZONES "C, B, do A9 WITH A BASE ELEVATION OF - X3327 P.o. eoz 1sa5 JOB 238688 FILE NAME: BEAVER CREEK PHILLIPS
1 0.26 22.5 15 3.5 B 12.54 40.12 1.0 50 36 10.0'. ACCORDING TO "FEMA" MAP N0. 370340-0362C 1MTH TOTAL AREA - 12.80 (557,735 L3 S30'43'12"E 60.05 2 0.50 37.5 15 4.0 AN EFFECTIVE DATE OF JULY 2, 1987 do MAP N0. 370340- DISTURBED AREA = 10.7 AC. 12.80 (557,739.76 SO.FT.) JACKSONVILLE, N.C. 28540 :A = 10.7 AC. \
L4 SOS'30'50'W 29.55 3 0.29 25.0 15 3.5 03660 WITH AN EFFECTIVE DATE OF NOVEMBER 4, 1992. TOTAL NUMBER OF LOTS = 19 OF LOTS ~ 19 LOTS W/ 5 OFFSITE SEPTIC LOTS
4 0.63 42.0 15 4,5 AVERAGE LOT SIZE = 0.54 ACI 5 0.83 55.5 15 4,5 LARGEST LOT =LOT 10 0.96 51ZE = 0.54 ACRES 23,660 SOFT. OWNER (UTILITY) GRAPHIC SCALE ( ) =LOT 10 0.96 ACRES~(41,958 53 SQ.FT.) ~ nuc, nw rnnurv werro nroeonaeur _ ,n, zoo
= LOT 3 (0.38 ACRES) (16,509.03 5Q.FT.r
NOTE: ALL TRAPS TO BE BARRICADED TO PREVENT NOTE: LOTS 16 do 17, LOTS 18 & 19 SHALL HAVE SHARED 5MALLE5T LOT = LOT 3 (0.38 ACCIDENTAL ENTRY. DRIVEWAYS AT TIME OF CONSTRUCTION. WATER = ONSLOW COUNTY WA' .OW COUNTY WATER DEPARTMENT 222 GEORGETOWN ROAD
SEWER = INDIVIDUAL SEPTIC S' TAX PARCEL NO. = 1314-92 REF; D.B.2047, P.500 (TRACT I) 1DUAL SEPTIC SYSTEM JACKSONVILLE, N.C. 28541 0. = 1314-92
M.B.44, P.136, SL. K-1803 (TRACT I) $ = FLAGS LOCATED IN FIELD REVISED: NOVEMBER 24, 2003 (PER ONSLOW COUNTY TECHNICAL REVIEW COMMENTS)( IN FEET )CATED IN FlELD )
REVISED: MAY 13, 2004 1 inch = 50 ft. REVISED: JUNE 1, 2004 REVISED: JULY 8, 2004 SHEET 1 OF 5

2' M1N,

~o°o°o°o°o°o°~ l EXISTING ROAD
hp, 57 STOE °oooQOOOOOQO~°,~ ~ l oOC°c°c°c°o ~E SLOPE LENGTH (FTJ
0 ooaor ~oooo°ooooooo° c2X 100 2 TO 5X 75
°o°o°o°o°o°o°c ~ o°o°o°o°o°o°o'' ~oooo°o°ooo°o h 5 TO 10fi 5O 10 TO 20X 2g
~°o°o°o°o°o°o°~, 3 >20X 15 1
o°o°o°o°o°o° ,`'°o°o°°o°o°°o°o°o RAW 000000 EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, D.N.R.C.D. 1988.
CLASS 'A'RIP-RAP
1' MINIMIJli 4' MINIMUM 50' MIN. MINIMUM 2" x 2"x48" 3' MIN. OAK POSTS OR OTHER WIDTN as
LENGTH ~q APPROVED MATERIAL REOVIREO
ROCK CHECK DAM ~i ~~G I ~{Qj~ BURLAP SHALL 8' SPAgNG (MAX.) DITCH OETAIL "'~q, e
, , ~ S 5'RADIUS SCALE 1 to CONSTRUCTION 3 T NOT BE USED, ,yp • ~~4 NO SCALE
ENTRANCE PA~MEN "~4
PROFlLE I--T---'~ 12 MIN. WELDED WIRE MESH
(SEE NOTE) ~
PLAN VIEW
.
1. Stone elxe - UN NSHA eln No. 2 (2-t/2" to 1") or AASHTO 1
deelgnatian M43, ei:e No. 2 (2-t/2' to I-1/2'). Uee 25'RADIUS 35'RADIUS avahed atone
2. Length - As effective, but not lees than 50 feet
3. Thidmeae -Nat lean than eiz (8) inches 4. Width - Not lean thou fuN width of oX pdnte of R/W WIDTH DIR~F I ` DIRECnON OF
ingna a sgnse. Minimum of 12'. 50' 5. Waehtng -When neeeuory, whede ehdl be deoned to RUN RUN OFF FLOW WOODEN POST
mp,~~e ao0. rtrav remove eedNnent prior to entrona onto publk right-af- WELDED WIRE MESH 5 ft
»~eM way. When warehing le requked, It ehdl be done on an area ttabllzed with auehed stone whkh drolne Into an
approved eedknent trop a eedknent bath. All sediment shall be prevented from entertnq any storm drain, ditch, PAVEMENT WIDTH ~ BACKFILL MIN , t ?I r WIDTH EROSION ik SILTAnON
ar watercawee through use of eandboga gravel, boards , a other approved methods. 18 CONTRA FABRIC GRWNO UNE
6. Maintenance -The entrance ahdl be mamtaned h a condition whkh w01 prevent trakng ar Bowing of ~ 1800 cu ft acre
aedMnent onto puWk rights-of-way. Thle may requln perlodk tap dreteMig rlth additland clone as eondltione ~ 24" MIN. ta• 5 ft MAX
demand and npolr and/ar deonout of any meatune used to 12" EXTRA DEPTH REAUIRED ' 1 ~ FOR NON-STABLE SOILS
TEMPORARY DIVERSION BERM trap tsdiment. AN sediment, tplled, dropped, s!othed or backed onto publk rights-of-way must be removed
Immedlalely. No. 57 STONE ~o UCH sECnON aEw MINIMUM 1' THICK
TYPICAL INSTALLATION OF SILT FENCE FILTER FABRIC
STABILIZED CONSTRUCTION ENTNANCE (D-5) NOT TO SCALE CROSS SECTION
NOT TO SCALE 6" BELOW SETTLED TOP
DESIGN SETTLED RIP-RAP TOP ~ OVERFILL 6"
~ X21" MIN OR SETTLEMENT
SEEDING SCHEDULE
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM GRADE PRIOR 10 SEEDING. APPLY LIME ANO FERTILIZER AND WORK INTO - ~ - _ _ _
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. - - \ _III-III-III-111-1 _ III-~ ~ wEIR -11I-11I-I I1-11 I-11I-11I_
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WITH STRAIGHT BLADE DISC IN FLAT AREAS ANO WITH ASPHALT TACK ~ ) - _i n-~ ~ ~ ~-i ~ _ - -
WHETiE SLOPES EXCEED 4X. 4 ft MIN __;,III i-111, III-- o =III- ~ -111__ 1.5 - i I-
MATERIAL. APPLICATION RATE 5 ft ft =
LIME 2 TONS/ACRE 50 OR 60' R/W MAX 1 =11 2:1 SIDE FlLL ~ ~ - L- p MAX
20x SUPERPHOSPHATE 800 POUNDS/ACRE FERnuzER(to-to-lo) looo Potx+os/ACRE CONSTRUC110N SEQUENCE OF EACH SECTION ~ - - SLOE - = ' EMERGENCY BY PASS
APRIL -JULY I FILTER ~ 1=' 1:1 SIDE SLOPE 6" BELOW SETTLED TOP
FESCUE, NY-31 50 POUNDS/ACRE 1. OBTAIN PLAN APPROVAL BERMUDA (HULLED) 10 POUNDS/ACRE 2. INITIATE CLEARING do INSTALL CONSTRUCTION ENTRANCE, GRAVEL, do ROCK CHECK DAMS AND INSTALL SILT FENCE. e, FABRIC ~ = MAX OF DAM ~
3. BEGIN STRIPPING SITE do EARTHWORK. e 18' OR 20' PAVEMENT e'
JANUARY -MARCH FESCUE, KY-31 50 POUNDS/ACRE 4. CONSTRUCT STORMWATER DETENTION POND. i.~ 1/4" PER FT. MIN. 3 ft IN
BERMUDA (UNHULLED) 20 PWNDS/ACRE S. INSTALL CULVERT, DROP INLETS (WITH DOUBLE CONCRETE BLOCK FlLTERS) ANO RIP-RAP APRON. RYE (GRAIN) 25 POUNDS/ACRE 6, MAINTAIN STRUCTURES DURING CONSTRUCTION. xt NATURAL GROUND x, s:, STONE SECTION
SEPTEMBER -NOVEMBER 7. STABILIZE SLOPES dt DITCHES AS THEY ARE BROUGHT TO GRADE. x ~ ~ ~ I ~ ~
FESCUE, KY-31 30 POUNDS/ACRE 8. REMOVE TEMPORARY MEASURES.
MIA.AI 2 -9. PERMANENT GROUND DOVER TO BE ESTABLISHED WITHIN 15 MbRIQNG DAYS SLOPE TO ~ TO e' co?~acTEO sroNe AL GRADE ~ ~ y ~
AFTER COMPLETION OF ANY PHASE OF GRADING. NATURAL GRADE ASPHALT TACK J00 GALLONS/ACRE CO TEMPORARY SEDIMENT TRAP
NOTE; OWNER NAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS. COMPACTED EARTH 8 (D-8)
UNDER NO CIRCUMSTANCES MAY 'WEEPING LOVE GRASS' BE USED.
v - v v
ROAD DETAIL
SEEDBED PREPARATION NOTES: ~ CROSS-SECTION
_ 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. -
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD M11H AVAILABLE _ - NOT TO SCALE S.T,B.C. OR A.B.C.
TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHAM BE 4'-8" DEEP. Proposed Roadtlde dtch (rip-rap Iknd) - 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE ROAD i
SURFACE SO THAT THEY MILL NOT INTERFERE WITH THE ESTABLISHMENT ANO ~ - - MAINTENANCE OF VECETA110N. SURFACE FOR FlNAL SEIABED PREPARAl10N, - .
AT FlNISH GRADES SHOyfN, SHALL BE REASONABLY SMOOTH ANO l1NIFORIiI. ~ ` j'`-.: 4. IF NO SOIL 1EST IS TAKEN, FERTILIZER ANO LIME TD BE AOOOR011G TO SEEDMC ~ ' - - J
SPECIFlCA710NS ABOVE. M ADgTION, PRONDE t5 LBS/1000 S.F. OF SUPER - - ~ - I I - _III =1
PHOSPHATE, 5. IF SOIL TEST IS TAKEN, PRONDE LIME AND FERTILIZER ACCORDING TO SOIL TEST ~ ~a1 I I 1=III RIP-RAP SIZE AS Ill -III
REPORT. ~ 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND tHXED IMTH THE SOIL 1~1=III=~ =1 I -111
DURING SEEDBED PREPARATION. fq`' 5 _ REQUIRED BY DESIGN _ I =111=1~'~'s oo - _
NI dbturbed A - - DEPTH AS NEED o l II =III _ re.a III - - 2 od = _ _ III=1 8e o0o II _III _III
~ to be needed SITE PREPARATION NOTES: - =III - e oo _ - - - =111=1b e. :°0-III-III-III=
III - - - o do°-_ - -
1. CLEARING AND GRUBBING SHOULD BE PERFORMED TO REMOVE ANY s'Rq-RaP VEGETATION, STUMPS AND ROOTS THAT ARE STILL PRESENT ACROSS 12'~~ = III=III= b e °0111=111-III=III _III _ ~ o~ _
THE SITE. - - 1 _ ( _ e de 80 o~oQO o o ""pe, o °p o ,,'per o. 0 00 0 •b1(1',~ ,,°p, •p • ° ~C a -III - III = 1 - - - ~Quo-o•e o.o~o~dS °o•e o w• o o•o at!'yeS:o c~db:u°o_ o.o o0-p 0 - - -
FlLL CONSTRUCTION NOTES: = 111-III-111-111-111-111=III-III-III=III-111=III=111- - _III-111 =111=111 _III _ _ _ _ 1_111 _ _
2. THE EXPOSED SUBGRADE SHOULD BE PROOFROLLED TO DETECT UNSTABLE 1. THE FlLL MATERIALS SHOULD HAVE PLASTICITY INDEX OF LESS THAN CONDITIONS AFTER A SUITABLE PERIOD OF DRY WEATHER TO AVOID -III _111=III= _ _ _ _ _ _ _ _ =1 _ -i I_ ~ ~ ~ - _III_III_III_III_III_III_III_III_III_ II _
25, A MAXIMUM PARTICLE SIZE OF FOUR INCHES, ANO SHOULD 8E DEGRADING THE SUBGRADE. RELATIVELY FREE OF ORGANIC MATERIALS. - - FILTER LAYER,
2. COMPACTED FlLL SHWLD BE CONSTRUCTED 8Y SPREADING SUITABLE 3. THE PROOFROLLING SHOULD CONSIST OF A LOADED DUMP TRUCK OR Road Crossing 51MILAR EQUIPMENT JUDGED ACCEPTABLE BY THE SITE ENGINEER. Cross Section gravel or fabric
SOIL IN EIGHT TO TEN INCH THICK LOOSE LIFTS. Not To Scde
4. THE PROOFROLLING EQUIPMENT SHOULD MAKE SEVERAL PASSES OVER 3. THE FILL SHOULD BE COMPACTED TO 98 PERCENT OF THE STANDARD EACH SECTION WITH EACH PASS PERPENDICULAR TO THE PREVIOUS
PROCTOR MAXIMUM ORY DENSITY (ASTM D 698). PASS. DEPTH
4. ONE IN-PLACE DENSITY TEST SHOULD BE PERFORMED IN EVERY 5,000 5. UNSUITABLE MATERIALS ENCOUNTERED DURING PROOFROWNG SHOULD 13 . 1s' RIP-RAP SIZE MIN. THICKNESS
SQUARE FEET FOR EACH FILL LAYER. BE REMOVED ANO REPLACED WITH PROPERLY COMPACTED FlLL.
5. FILL PLACEMENT AND COMPACTION OPERATIONS SHOULD BE OBSERVED 6. THE SITE ENGINEER SHOULD OBSERVE THE PROOFROLUNG OPERATIONS 6" 12"
AND DOCUMENTED BY A REPRESENTATIVE OF THE SITE ENGINEER. AND MAKE RECOMMENDATIONS FOR ANY UNSTABLE OR UNSUITABLE
CONDITIONS ENCOUNTERED. 6. THE CONTRACTOR IS RESPONSIBLE FOR SUBGRADE AND UNDER-CUT.
CONTRACTOR SHOULD TEST SOIL AND SUB-SURFACE CONDITIONS TO
VERIFY VOLUME OF UNDER-CUT REQUIRED PRIOR TO BIDDING BECAUSE THIS WORK WILL BE ON A LUMP SUM BASIS TO INCLUDE ALL UNDER- ~
CUT NECESSARY FOR COMPACTION.
N A DETAIL SHEET 0 SC LE SHOWING
AS NOTED R.C.P. 8.2'
PREPARED FOR
f
GENERAL NOTES:
1. DURING ALL EARTHWORK OPERATIONS, POSITIVE SURFACE DRAINAGE SAWNS80R0 TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY
SHOULD BE MAINTAINED TO PREVENT WATER FROM PONDING ON THE
SURFACE. JOHN L. PIERCE & ASSOCIATES P.A.
2. IF PRECIPITATION IS EXPECTED, THE SURFACE MAY BE ROU.ED WITH 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
A RUBBER-TIRED OR STEEL DRUMMED ROLLER TO IMPROVE SURFACE CLASS°A" RIP-RAP PHONE: [phone] DATE: MAY 13, 2004 A RIP-RAP SCALE: NONE F.B. 700, PG. 21-32
RUNOFF. 4' JOB #238688 FILE NAME: BEAVER CREEK PHILLIPS .
3. SITE CONTRACTOR IMLL ASSUME THE RESPONSIBILITY OF MAINTAINING
EROSION CONTROL UN11L ACCEPTED BY N.C.D.E.H.N.R. Revised: 7-8-04
RIP-RAP APRON ~N
OUTLET PROTECTION :TION
(NOT TO SCALE) E)
SHEET 4 OF 5