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I~er ~ o ,.•'~o~~ Ens o a~iy~~. . . .
~ ~ eoy°w WETLAND AREA X NOTE :
o;~ r m _ - POINT "E" TO POINT "F°BEARING W - 1 6448 SF OR 0.15 AC_ COMBINED SCALE FACTOR =0.999881255 .-7
~ ~ ~1ten~~5 LINE LENGTH BEARING l,~ mrm god 'sy~, q. ALL DISTANCES ARE HORIZONTAL S rCa°'°~.~,•'
j`~' gar R ~ L146 14.52 506'03'58"E GROUND MEASUREMENTS IN FEET ~ •••'°~P
j ee L147 24.43 S26'46'58"W ~ \ x 96 SF± I AND DECIMALS THEREOF UNLESS r'rr NY
~ ~C GR13 NOTED OTHERWISE. / / rr'rlnunlll~
.11.. TALI
~ ~ sz.3~' Ito 57.23 Y 21 993 SFf OR 0.50 ACf CRYSTAL BEACH E om ay7" E 1 4~3 ' SECTION 8 tYSTAL BEACH ESTATES \ SECTION 8 ~TO1a~)
4 N 143 37 EIP MB 17; PG 9y~ MB 17; PG 47 / 162.31. E EIP 51" 413 1 1 STATE OF NORTH CAROLINA CARTERET COUNTY
62.94' L147 z z 65 590 SFf OR 1.51 ACf N 14'y1 12 (DIST,) I N 1438 31 b1 EIP 1 I, ANTHONY J. HAMM .CERTIFY THAT THIS PLAT wAS DRAWN UNDER MY
s, Fi°t S EIP ' m _ womp Rd Nfiitle farm ~ ~ n n n( 22065 62'94 Li ~'1 SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION; (DEED
D ¦ r ~p 0. J~ ' DESCRIPTION RECORDED IN BOOK °k,, PAGE THAT THE RATIO OF ¦D" C ~ EIP / PRECISION AS CALCULATED IS 1:10,000+. THAT THIS PLAT WAS PREPARED IN
r z "E" >n ON 49 g6 ~ ~ N O aca X pEp ACCORDANCE WITii STANDARDS OF PRACTICE. WITNESS MY ORIGINAL 4g9 ((OSp1'~ ~ q N d ~ I" / SIGNATURE, REGISTRA710 AND SEA THE .10TH DAY OF
~ W 46 47" E 41 E 40 • ~ , 1 N N ~ ~ 4.96 O_ ~j 0 o OCTOBER • 2
I n n ~N. N14 NOT TO SCALE F ~ 14016 \S 14 a6 G' ~Qa~ I ~ ~ SEE 4016' `\AS ~ X3.53 O N O p UmO U .1.~~ ~ ~ ~ D~ I~ ~
EIS 124 129100 ~ ~ ~ d ~ ~ ; Q m _ Q a
19?6 I ~ I f ~ r o m o a I ~P~e~~" W
DETAIL ~ , ,4,"E > ~ ~ N 1436
_ ~ f EIP 149.91, 1 - ~ ~ CRYSTAL BEACH ESTATES 101 ~ ~ ~ ~ /~~128 ~ ~ V
SECTION 5 -n /~9 N°' Q0e
MB 14; PG 56 ~ ~ 85 ~ °r ~
f 215 / • Z ~ZO'(A41 ~ o i~ ~ ~ m
Q „ E 1025.1 .~~r y~,
I 14'5401 P°~ _ 8 N . ~ t~ ~~9
o R NE / o CS LP ~ ~l % j"
I N E ,wP DR F p,M ,o o~ ,04 ~ ll1104 9
Fn( / 01 ~124j . ~ ,ti EIP 1so,31' EIP as.os' THIS CERTIFIES THAT THIS COPY OF THIS PLAT
W - ~}B`-~C' L139 .~124~ ~ ~ P 76.67, ' ~ p-- • ~ryry ~titi ,tip 1 s 3rD4'3s" w vs.3T (TO7aL) ACCURATELY DEPICTS THE BOUNDARY OF THE
d ~ ,z3 ~ ~ ~ 159 STEPHEN THOMAS LYLES and JURISDICTION OF SECTION 404 OF THE CLEAN WATER
rJm 1 os EIP ~ E wife PAULA LYLES ACT AS DETERMINED BY THE UNDERSIGNED ON THIS
WETLAND AREA Y POINT "C° TO POINT "D" / ~a~ Y o1n~ DB 1416 PG 229 DATE. UNLESS THERE IS A CHANGE IN THE LAW OR 10' SOIL DRIVE o~ DB 1416 PG 229 J~A1~ OUR PUBLISHED REGULA710NS, THIS DETERMINATION OF
EIP LINE LENGTH BEARING LINE LENGTH BEARING ~~,1 N 7iE ~ - EIP SEC110N 404 JURISDICTION MAY BE RELIED UPON FOR A
ERR L117 33.87 57316'49"E L132 64.13 S19 49'59"E • L1`s1 a~ ERRS LIES 0.8' 60' RIW L118 61.93 L133 12.24 ~ 115 c 3 IEIS 15s.5T EIS PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. c I ° ao EIP TONY RAY LEWIS and wife SHIRLEY JONES LEWIS THIS DETERMINATION WAS MADE UTILIZING THE 1987
T P 30• S8111 22 E S382639 E ~56 11s ~11a NOR H OF C 3 3 L119 61.13 518'38'52"E L134 57,83 S18'44'57"W ' /~yry + 07 ~ . 11a ~ DB 1090 PG 552 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.
~1 / ~ ~ L120 63.49 S34'21'43"E L135 54.30 N18'00'23"W y . ~ • > I ~ rn EIP N 32'15'20" E 390.49' (TOTAL) ~ ~ ~rn~
M • of L121 42,94 S46'42'29"E L136 37,37 N05'40'44"W 116 ~ N a
30.0' L122 120.89 S11'S3'23"E L137 47,97 N16'48'29"W 119c~' 134 ~ c I y ~ ~ n 339.11' 51.38' 3 ~ p).
L123 36.10 '29'49"E L138 81.21 N24'14'07"W 4~ 1t .ti°'. ~~o 889 2 ~ ~ L124 41.26 N8T43'14"E L139 72,23 N16'04'41 "E • ~ h ~ ~ ~ ~ J o a ~ ~ NAME
z L140 27.77 \a~ ~i1n ^ ~ , ~ L125 51.36 S17'19'31"E N51'59 50 W = ~Q 4 M a ~h M~^ din ~ ~q•a ~ 4 ~ N TITLE
f~ ~a Wrn
CURVE TABLE ° w L126 11.69 S32'25'43"E L141 84.51 N25'20'08"W ~ „ HORD TANGENT DELTA ^ N L127 15.80 S48'18'33"E L142 38.95 N39'34'00"W h 2 Q ~ CURVE LENGTH RADIUS CHORD BEARING C ~ ~ L128 43.58 S48'46'13"E L143 37,42 N23'40'35"W ti ~ M q N N GPS-58 CONTROL POINT (EIP)
C1 247.08 5729.58 N24'00'21"W 247.06 123.56 2'28'15" f ^ ~ M I ~ .rh ? ~ N = 617,976.067 (NAD83-2001) PAMLICO DATE 4,~m m E = 2,628,518.263 (NAD83-2001) RIVER
250.49 131.56 35'38'25" L129 33.12 N88'07'40"W L144 73.23 N49'19'19"W ? EIS ~ ~O C2 254.58 409.26 N43°03'41' W L130 87.05 N63'32'08"W L145 27.44 S82'54'48"W ~ 3 .IS ~ 30 I ~a ELEV = 30.42' (NAVD88)
3 C3 122.70 102.00 500'50'39"E 115.43 70.00 68'55'19" L131 41.75 34'16'10"W $ y I 4
In n a of EN V
o~ 0 ~A NOTES:
z
150.15' / °o W , 1) NORTH CAROLINA STATE PLANE COORDINATES 150.15' ' c, WERE ESTABLISHED USING A TRIMBLE 5800, STATIC
S 3378'06" W ~~'os" w 159.44' FIELD PROCEDURES AND PROCESSED BY THE. EIS S 33"1704" w EIS NATIONAL GEODETIC SURVEY ON-LINE PROCESSING
~l _/l SERVICE.
2) THIS PROPERTY IS LOCATED IN ZONE AE AND X
ERRS LIES 0.6' WEST OFP/L RR _ ~ / „ ,a AND A PORTION IS LOCATED IN A SPECIAL FLOOD 1829 HAZARD AREA AS TAKEN FROM N.F.LP. RATE MAPS
\ 5 90639 DATED MAY 15, 2003 COMMUNITY PANEL NUMBER
ERRS LIES 1.0' 10' EASEMENT ~ \ 3720662000) (BASE FLOOD ELEVATION = 9').
WEST OF P/L N (PC "F SL 86-8) , ~ ~ _
V 0°j ry° ~9 y~' o°j ryb
~ ~ \9 ~y0 ~ WL203 WL202 WL201 I _ wL200 \\"a~50~L151, L 51 2
WL204 C~\~ Oaa ~ WI.213
3 ~0, f~ WL210
1 ~ 6 11 ~1yA U55
Q ~ 24'45'09
Q' N ~ Q' GPS-57 CONTROL POINT 8' SPIKE 346'90 N 24'45'09" E yti,~05 \ WL212 3~" W ~ 346.90' rA \ 51330 ~
cy ~ J ( ) ~Qj~ N = 617,073.602 (NAD83-2001) WETLAP C".F\ 2g6~9 ~a
~ G~Q' E = 2,628,434.418 (NAD83-2001) WL20 WETLAND AREA W LINE TABLE F's F'~F~~ EIS ~ w WL205 CLOCKWISE TO WL205 ( /bT
Q' / ELEV = 48.01' (NAVD88) F LINE LINE LENGTH BEARING 868 m
~~0 V / ~ L148 L148 59.46 N79'36'04"W ) COOPER PEEL PROPERTIES, LLC ~
~ ~Q`~.r a ~ L149 L149 39.02 N31'28'30"E N DB 1554; PG 908 ~ 0 50URCE OF TITLE
C~ ~ ryh ah L150 ~ ~ L150 27.23 N10'45'38"E ? n m ; A DB 1445; PG 465
\V ~ L151 ~J 0~ L152 L151 32.28 N28'37 00'E a.3o L152 55.09 N39'27'S0"E N °oo ~
J L153 L153 41.73 N65'33'23"E m EAXD &
Q F~ ; ~ L154 419 EIS L154 22.70 501'11'47"E 22 tjota~l
~F ~S WL337 w ~ L155 L155 44.36 S30'54'11"W ECM 643.6~'
OF S 476 . > m L 56 A fig, ~ wL347Q' . • ~ f L157 L156 92.33 S31'56'07"W 14,~a4t" W L157 25.26 S38°26'11"E s
g4 I F,Q~ ~ 4 . -f~WL356 WL341
IFS S ~ ~sS WL332 T \ WL348C~<~ WILLIAM E. KINNION AND LEGEND 1 01/13/06 ADDED WETLAND FLAG NUMBERS WBH WIFE MAXIE KINNION
41 u' WL383 A .o, ~ 564.52 DB 609; PG 517 EAXD =EXISTING AXLE DISTURBED REV. DATE REVISIONS BY ECM =EXISTING CONCRETE MONUMENT ND.
~ ~ ! ' !s~ \ \ WL315 a\. Z ' X86 • ~r EIP =EXISTING IRON PIPE
_ ~ 2 ~ ~ WL316 . o EIPD =EIP DISTURBED
WL387 L34 WL391 ~ ~ 0 L90 ro WL378 ~ .,g ~ ~BWL388 ~'o . / 352 i- 38 g8 ,fib WL329 WILLIAM PATRICK KINNION EIS =EXISTING IRON STAKE Tu~ DB 1156; PG 824 EN =EXISTING NAIL n
6^ \ WL395 L44 _ o WL360 1,~ ' !~S\ 1102 ENC =EXISTING NAIL & CAP
I o • WL353 , ry ~ 312 WL393 • -~(zs°~ L46 ~ ~g~ ~ ECM L30 \ ~ (4WL361 WL32 ~ ERRS =EXISTING RAILROAD SPIKE ~ A Q = NO POINT SET M
\ NPS = NO POINT SET
~?s Z WI.373c~ ~ ~S . r W1.319~A' ' -~jWL318 ~ \ ~ 6^9, /6 ~~7p6 gd RMW =RIGHT-OF-WAY MONUMENT e R/W =RIGHT-OF-WAY R U P, rAr
\ \ a ~'9 / L108 428 " W \0- . WL36 ~ , / WL31~ . ~ . ~ WI.308 14ro6 ZO WL399 l24 ~ S
WL403 !S\ ~ ~ • b~NL321 1,11% \ •0 ~
~~?0 N ~ ~ ."4112 ~ IN. 424 r ¦Engineering ¦Arehtitecture ¦ Surveying ¦Technodogy Box 7305, 324 S. Evans St., Greenville, NC 27834.252-758-3746, 252-830-3954 {Fox)
~'F ~'S M WL420 6 ~ L52 / • oa WL303 Sp ~ h ~ ~ • . ~ /y~, ~1/ 2p914 WILLIAM E. KINNION AND PROJECT 11TLE ~ 2
~F S2 d0 ti °~ti wLaa~ • ~ ~e \40/7 ~ ~ ~ wLSO1. WIFE MAXIE KNNION j 0 try ry /6 . ° \ ~"WL421 WL426 WL3g~ ~6~ DB 609; PG 517
NPS= _ ~ ~ WL407~. ~4 1.g6 OTALI PROPERTY CORNER `~ir9, 1y0g0 ~ Zoo LS
ERRS-LIES 1.4' ` 39 TRIPP LANDING
ST OF P L w441o 12 435go w n$n WE / ~j 51 n n
ENC-LIES 0.64' A WETLAND AREA Z SOUTH OF P L 0 LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEAR LAND AREA Z LINE TABLE POINT "A" TO POINT "B" ~TH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING
RWM 50~ L1 9.80 S59'59'41"W L21 24.27 N62°35'52"E L41 47.75 N79'39' 'S N79'39'27"E L61 47.35 S73'53'30"W L81 26.32 N62'26'52"E L101 32,25 N83'14'S6"E RICHLAND TSP., BEAUFORT CO. NC
ory h 4p26'3a ~ L2 59.48 S59'59'41 "W L22 39.50 N32'26'40"W L42 47.61 N61'49' .e ~ 140 i1 N61'49'55"E L62 52.46 S85'51'33"W L82 25.15 S00'13'24"E L102 34.34 N42'48'56"E DRAWING TITLE
~ry° s L3 47.05 S45'02'41 "W L23 27.70 N20'22'40"W L43 40.84 N84'38' S4 N84'38'07"E L63 39.13 573'20'53"W L83 46.84 S33'08'S9"E L103 19.76 S43'51'22"E
NPS ss , L4 68.30 854'02'36"W L24 55.98 S40'09'40"W L44 21.61 N3T33' ~ ENC SERBS L5 21.93 S21'S5'18"W L25 44.78 S58'18'03"W L45 24.53 N69°25 >1 N3T33'32"E L64 28.58 N15'19'04"E L84 19.79 N0T38'17"E L104 19.32 S22'04'48"E i3 N69°25'29"E L65 62.75 N70°26'44"E L85 37.64 S80'40'20"E L105 47.36 N53'19'57"E
s~ ECM L6 23.08 L26 34.37 "W L46 39.39 N22'21' i9 N22'21'17"E L66 57.63 N80'00'58"E L86 52.97 N61'58'47"E L106 33.49 N5TOD'49"E WETLANDS MAP
bo 515'14 OD E S64 21 36 Rte, L7 48.06 806'03'40"E L27 27.16 S72'46'31"W L47 29.58 865°1T i8 865°1742"E L67 34.37 N78'59'20"E L87 25.53 N75'40'00"E L107 18.68 S13'48'26"W
? ~~?S 41346" W L8 48.33 S64'19;48;;W L28 10.95 553'48'38"W L48 49.28 N18;0T '.8 N18'0T43"E L68 13.13 N10°40'58"E L88 15.12 805°36'21°W L108 63.14 S31°55'09"W
°3?~ 514,17ro6 L9 49.00 S09'58 45 W L29 17.58 802'23'35"W L49 44.36 S73 30' f6 S73'30'47"E L69 12.19 N03'23'48"E L89 28,01 555'58'47"W L109 8.12 S41'14'23"W
fro L10 35.39 S18'S6'29"E L30 25.76 S31'48'20"W L50 45.06 N8019' 16 N80'19'20"E L70 .38.15 S7T42'22"W L90 29.10 S25'01'03°W L110 45.40 S05'S3'16"W i0 N53'22'14"E L71 17.97 N30'42'28"W L91 28.60 502'37'59"W L111 20.63 809'36'40"W scALE DEPARTMENT
~ ~.0 rq<~ ECM L11 38.35 S3T52'56"E L31 22.78 N32'41'25"W L51 43.60 N53'22 ~ p" L12 18,49 S03'20'54"W L32 27.43 N35'41'43"W L52 35.43 N38'09' E3 N38'09'30°E L72 14.61 580'45'18"W L92 36.33 S22'16'09"E L112 46.12 S21'07'45"W _ ~QQ' SURVEY
t 9 ~ A ~A ti 12 N49'12'10"E L73 11.33 S64'24'26"W L93 20.78 N65'28'15"E L113 27.32 S17'20'41"W DRAWN BY DATE STARTED SHEET No.
G L13 24.57 S73'00'20"W L33 20.23 S61'13 40 W L53 63.42 N4912 .n ll, ~~A • 11A 1Z ZZ ,i.... a-...). ~II~.~ 1 ZA CC TC .~.n ne, nl eell„e I GA ZA nn E1. [J.T i'1 ~n ei,e•~n~c>+hu i ~n 77 ac 1 (1A ZG d0 r, , r~~r i ~~n ec ~o r.~~ ,~~.>~~r
100 50 0 1 00 L I `i• I J. ! J INbu Jy I ~ W LJ9 JJ.JJ JZn 1+0 41 YV LJ-r J-r• V s IV 10 JL /s INIOJLJ/ YY ~rT Lr.VV Jpy J4 LI IYY L.7T JV.TL IN/0 LOIJ C ~'T TV.LL JVp 10 G ~H
C j L15 28.94 S43'26'35"W L35 41.75 S04'1 1'02"W L55 55.49 NO0°12' 'p j L16 44.30 N L36 23.20 '03'56"W L56 28.61 N52'49' Q 00 3916 W S50 NO0°12'09"W L75 37.86 N63'18'55"W L95 51.59 N65'32'27"E L115 38,15 S1 0'25'05"E 51 N52'49'49"W L76 36.03 N20'42'18"E L96 88.72 N00'56'11"W L116 28.89 S01'05'1 9"W CHECKED DRAWING NO.
~y9~-lp\ .p L17 40.66 N20'21'02"E L37 47.98 N1 0'45'05"E L57 54.61 555'09' 31 555'09'02"W L77 25.88 N59'26'10"E L97 32.08 N36'07'29"E
GRAPHIC SCALE: 1 = 100 L18 31.71 N02'12'11"W L38 23.86 N28'23'50"W L58 32.29 563'16' !9 563'16'37"W L78 36.67 N21'08'14"W L98 105.37 N87'08'48"W APPROVED
T'9 L19 49.96 N2344'04"W L39 33.01 N27°07'34"E L59 27.93 S61'11' )3 561'11'19"W L79 15.73 N48°39'48"E L99 38.22 N1 4'59'44"E -10 L/ P
!y F L20 46.63 N63'21'31"E L40 39.65 N03-44'34 "W L60 28.62 N52'25' 9 i2 N52'25'34"W L80 12.95 N24'20'21"W L100 25.43 S53'1 2`05"E PROJECT NO.
JUN ~6zno$ 20070037 Sul
THIS DRAWNG IS THE PROPERTY OF THE EAST GROUP, 3TY OF THE EAST GROUP. P.A. ANY USE, REUSE, REPRODUCTION, DISPLAY OR SALE OF THIS DRAVANG WITHOUT WRITTEN CONSENT OF THE EAST GROUP, P.A. IS STRICTLY PROHIBITED. (C COPYRIGHT, THE EAST G$W-P {R~ 1., ;1f}L i -R - m rORMWATER BRANCH

4 3 2 ~
8 7 6 5 12 11 10 9 ~ ~ ~ SEAL SEAt
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~ ~ o ~o ow 60 PUBLIC R/W
M ~~1 `:..I ~ ~ - Borst 3 c~ 1 N v o ~ t m y ~ ~ ~ . ~ o t. ~0y ~ - : rn : a33c,)~ • ~ o ~2 m ~ a N i ro y oe ~ s L ; b
°s a Gr'~ ~ ~ ~ to p ~ .C 1 ! ~ geo`~ , , , , 6' g' v ~ G O ~ ` ~ +t ~ ~ } ~ ~ ~ w r ro i ro c~ .1 2 2 4>s oyN t'~ ~ y ~S~' q w r G t w N c o ~ . IpV;E r'
' 8 6 6' 20 PAVEMENT 6 i i ~ a t~ ~ ;i ~ y r~+~ C) {A, ~ ; ~ S ~,1 ~ ~ t9 fR~ l ^pZ S~ NCO ~ tD m ' ~..,t~?„ .t P 32)N ' \ ~ t~s ~'p....a.¢'A~`'~,+~ ism wm~ ~2? , rozr~ i c,~~ ~y + Svc i ! ~ I 'y~ ~~CKA`~
i ,~~~"~rb L a t m w r ro : ~ c~ a ' i ~ ' \ ~ rlyb r~tit CA f~ W C~ r l "0 ~ ~y i ;(Y ` U` =0 U G i f~ , f i ' w ~ v , 2>n v v+ ~ =a o ro a'S ~ ~ and a5~•... 1.
a , 3• `0 2 m ro a' m r ' o ro ro ' N , „r ~ ~ ~ TR1Pp 1PP \ ~ ~4 3 O~ ~ b r tiro , ~ , , ~ / E~H ';r. ~R 32: ~ ,Y_ 51TE DATA:
~ ~ ~ t b ro ; ~ ~ ~ '1 = ` - ~ • : j r • Jp5 ARBpRA 324 . Ag2, r;,,, < f5 .~3 u r7~, N
m 1~4 PER Ff, 1" PER FT ~ o t a ~y ~tAT'~Z o2 ` ~,r~ ,t o ~ ~ ; o v-o 3 1" PER a y ~ ~ Z ~ .c r .a ~ , ~ cn ,n ~ N ~ ; o ~ ~ t4 N ~ i'~,- ;~6-~. i '1 I j :1 ~ ~ g 83 " ~6g ~ + TOTA ACREAGE (INCLUDING EX. R/W)........61.25 AC. - r i 9 5~ A451.~ ~ L
f t~ 1 ;o ~ 1~'cn~ w~ N ~ N ~ , ~ ~ ! 73 sr'f!' ~ / ' I 1 ' ' _ PG ' C r OPEN SPACE .:....::............................................9.23 AC, g, ~ ` / ~'yA~,~,° 2 ~ 5~~~ r`. ~ / i / ~ i j 1 I ! ~ / f r^ . ~ _ t{ ~ ! q i ; ~ ^ SEPTIC LOTS 7A, 28A, 22A, 17A & 29A........0.5 AC.
M A - I---I ~ i- l 3 ~ r- ; ° r' i W' 2 ` •9~ t ~ A , ~~,1 .P y 2, / S F/o K• I 113-+ Y p ~ • N ~ ~ Ut t~ , G~ ~ .P ~ P 2 t 6Q ` •r~'~, ~ ~r s Z..1! ~ "0. CI_ 60 ` C~ / ~ i~ ~ : I lr J ~ a ~ -r..~ 5~ ~ y'= ~ L NUMBER OF LOTS .....................60
WQ Wh'rtls Farm N ' N to p ~ 't s mA Ra 8" AGGREGATE BASE COURSE m 2 y a , ~ ~ ~ } . , 'i, r / , L ~ rr/, /J ~ } , r, I ~r(ir f " ~ . 1 ~ % ,ll, ~ a°o ~ „ I~ { LINEAR FEET IN STREETS r • .3,545 LF
~ ((PER N.C.D.O.T. STANDARDS , O a~ its' ~ Z rn = p uE5 s.2~ i ~ / , / ! ~i l ) ~ ~y ~ ~ p >p D APP'' ~ a ,1P"i ~ ' / / / . { U1~1 fn i ~J , r 4 1 t ;~'r~rlr / I ~ ~ ~~~~~~~~A ~ll~~r~,l,l; n~~ - r,~ I 1 ~ `"a ACREAGE IN EXISTING R/W .............................1.24 AC.
COMPACTED SUBGRADE ~ o 't ; o Z 6 ;`,;'t„~ J•:: <; ~ ~ % ~ ~ ` i . `~i , i ` ~ l 1 ,i i { ~ ` \ ' ~ i ii', m ~ ~ ~ ; rt y ~L ACREAGE 3N PROPOSED R/W ..........................5.47 AC. ~ Ei'~ ~ ~ ~ • • ~ I.
~ 12' GRAVEL DRIVE -GATE a ~ m s4i ,y ~ t;~;,t~~\\ ~ ; J , ~ , r ~a i` ~'~~~:P,/(j ffj r' a ' : \ cg'/ cn ~ ~ ,+`'x=w. , r AVERAGE LOT SIZE ................................32,641 SF
TYPICAL ROAD SECTION-20 PAVEMENT ~ FES - ~ I !I, . NOT TO SCALE 1 W/ 20 LF 16 RCP , ,J`.,..,..., ~ 1 N.T.S. ~ o ~ ~ ~~a°: 0 ~ 1 ~ 29 ,J ~lt/1 F , . , ~r , ~ C~, ~fO~CE ~ ~ ~ , ut. i ; f ~ n 1 ,~~`~r.~' j~ .n DISTURBED AREA .....................................:......43.90 AC.
1x1.1 R 4 3g. ~ J;~l,r ..,f.....;~, ~ t PUB~~~ ~ •~h:~.;: I I I I jk~~il;~;. ! ' l~AIN~{g: ~ ~ ~ i % , w rv:C ~ ~ r 1 ~ ' "v r:; '~r i ~ , ~ o~• r ~ •a / ? ~a,, SiA 1 t I '~•a 1MPERViDUS AREA
~ ~''"s v ::w- ~ ? 2A 3,895 ~,'i1~`'1 ! ~ , ' A~ ~ , .l J , i ` ~ / i fir... ~ P ADS & SIDEWALKS ,.....,,...2,07 AG. r r l ~ l'~.~~-~__ c (ROPOSED RO
6 6 8 a E ..'7' -7'A 5,890 sF ~ r, ~ ; , 35 RADIUS a INV. ~ . - % ' fi^ r a QRE ` ~ ~ 3, 895 „ , /s_ / r ' % _ m _ , , ; r+~, / ~ ~ ~ ~ ~ 4~ i ZONING . . ~ ~ w~ '"'~~~s`.~ ~ ; ! ~ '~~r PlN• ....6621-86-1817
~M 35, ' ,y-' 3,895 SF 3 SY ..WP INV. ~x - -
„ a 1~ e'(,`~~ 35.35 ~..,t 3 f i / / 2. I-2 ~ C SMZ• 6 ~ 17A I , 1,` r, i ~s 6' WIDE ~ ~ ~ . ' ~ ~ ~ - ' a ~ ~ ''P> , _ ~ ~ ~ GENERAL NOTES
K ~yg1J ~ ~ 3 i SLOPE As RE P L1N ~A o ` QUIRED i" P£R P~'' 0 U~ ~ I I Q 4, S ! :~'t.,.. ~ DFt~G ~ , ~y!~Qp ~ -.:AC9NGRETI= '21 ~ tr , SA` - ~ ~ . , ~ ~ i,~ ~ ij ~ 1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS
~ ~ OPEN SPACE 1 0 ~ ~ ' ~ , m ' :90; Qpj)Et=G/ SIDEWALK ~ , • / % bpEN r~ PA _ :.,~1ir, ' PRIOR TO PLACING FILL ANY QUESTIONABLE OR UNSUITABLE S41L `Y~ ~ C ; ~ '~4b'~REE~EA• 0 , r:A a~ CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. `m
12' RCP • ' " t 1,~' ~ ~ • ~ i 2. ALL FILL SNALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD
.1.93 ~ ~ - ~ ~ 8 AGGREGATE $ASE COURSE t.~ ~ .......'=./r._ ~ / ~ ~ ~r ~W~ FES ;A ~ ~ '~,l~~yi ~ PROCTOR MAXIMUM DRY DENSITY (ASTM D898}.
.0.. STANDARDS ' ~ !INV. INV~ 44 ~18" RCP EMERGENCY / f° ~ i°; , ( / t (PER N.G.D T ) ~ 5 i 1~' i ,•rs. ~ ' ~ 37.25 36.2 , 0 OW / .i:t;~' . / ! ! " ACI , ~ ~ ~ / 15 3 TtJRN'~t~ ~ , 'S, A '`-,~,a,•,... •8 Vi~'° ; I o ~P 'ACCESS INV. E~D' \TYR ~ ~ 5 ~ ` ,~.,,AC ,r f 'Yo 3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS ~ ~ 't ' ' 4,. ~ z IN ACCORDANCE WITH THE SPECIFICATIONS WITHIN 21 CALENDAR DAYS
''<<~ a _ 10' i + / ~ W/, FES `1, ~?`T• IP RAP ~'~K;;~;. 3 , - ~ _ - 09 ± 1,599 S ~ . ~ ) ~ /•F:';r.~..rr.,,.' ;/:/i' j / O L ~ 50 ~ ' ~ OF COMPLETION OF GRADING WORK. UPON COMPLETION OF THE PROJECT, j / o UT4LIT'( 1'y...: 5 ~STEPk(E'N'Tti ~I 1 ~i 2~,
i ..181• UT1LI , 0.41% ~r ~s V. r`1`f` F~ 36.75 ~ ~ '~s~ - DETAIL. ~ ~1*~~:,;~~- , I ~ CUL--DE SAC 4 ; 36.7 ~L F i;, 4 cn ESMT. ~ ~at:::j,. / ~ i4 ~-~~ESMT. E ~ ' ° ~4'-~ QMAS'L~'~ES a~d- ' I °,i', THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS AIL . F~I~OI~, ~ _ 3$.70 p Via' wife`f~AljL~ LYt.~ES~ ~I ! ~ ^-~`-~`-"t~, OttTtkNED IN THE SPECIFICATIONS. ALL DRAINAGE PIPES SNALL BE
~ , t , z, / , v ~ N.T,S, ~a 17,744 SF N 20 ~1 6.06' PR~'05ED-~POND., 2.85 AC. T~_. ~_o „k~, 229 'I CLEANED BY THE GENERAL CONTRACTOR TO REMOVE ANY SEDIMENTS - . ~}EI~~1416 (~G. ?2~ ,a~'~ r' THAT HAVE ACCUMULATED.
` h 1' cP bRAINAGE' ~ ~ WL 36.00 ~ - ~ / ,5 t ~ Q~;~ISF _ ~B `RFOtVY -RAY LEW1S a?td,.Wife' , _ ~ ~
, ~ ~.s~ 15 RCF ESMT. h ~ ,tip` •I ~ ~ , f . 3 tip,, E ~ rs 9• o. / ~ BOTTOM M 28.00 Ot1~.ET ~ ~ (~a\~ ~.y F~~ ~ 4. ALL PLANTING AREAS SHALL BE BACKFILLED 'MTH 74PSOIL AND RAKED ` ;r ~ '134.79 ` SHiRLEY UONES'1_EW1S~' t~'1 . Y y. +i~ DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR
EX. FH tl 3 ~ ~ STRUC ; 4 - ,~N~f'.,. EP 0.0 2 SF ~`~'OP. 6.25 , ~ , . tij~r ~r~~ i i ; / " ~ o ` (?$_1090 PG::Fi52 ~ '~rs~~.' ~ SEEDING AND PLANTING.
til 28838 SF40.00 5• \ ~ ACCESS• n-CLEA UT AND FILL ORIFICE ELEV.~35.75 l., t r~~P ~ N 32''15'2 5. ALL UTILITY TAPS, CONNECTIONS AND EXTENSIONS SNALL BE GONE IN ASSEMI~LY ' 38.15 •-2 PVC. WATER-- E I`~ - 18 n .,y ~ 339.11 ~4g ~ TOTAL ~ ~ ~ ! ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
~ INV. ' i , ;::r .~QP ~ 1 , I' ' , o ESMT. OTTOM INV. 3.75 ~ ~ :,::I` t, ' x-- ~ E CH _.s~ I i i. LANDSCAPE•r 2.. B.O. 0 37.7 f ~ ' ~ ! i. `•:I o \ x._. ~
,k _ ~ RIP R TW I % 673 SF i BE•RM5 TYP. AS5EM~1,Y o. 6tP, ~ _ - . ~ 32, ` ~ N TY~ ~ r, 42.00 ; - ~ , ",,32,673 SF ~ ~ 12" RCP ~ X ' _ ~ ~J a~ :'~;~~~f~' 6. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE. t T / / ~s •1` CONTRACTEN2 SHALL FIELD VERIFY LOCATIONS AND COORDINATE CON- ~ 19 , ~ i + ~G ~ r~ I NEC110N V4TN PROPER AUTHORITIES. CALL NC ONE-CALL CENTER, INC,
+ ~ z ~ 't r ~ RIVATE G ZEBO f . ~ 7 / 225.01 a y I 2, 78 NV. / ~ ~ ~W/ FES op,~, 34,~61~~F b, r~~,, , / _ - ~v ~ ~ µ lJ ~ ;+~~~~•t!'~~~ ~ 50' AT 811 OR 1-800-632-4949 48 HOURS BEFORE ANY EXCAVATION IS
tl o ~ ~ t, ~ .TYP., RFRONY- e , ' I,t M~ ~ ~ 44 LF x/.00 ~ , ,18 RCP I , I. cv`k > ~ f ~ 6 WIDE 24" RCP r JT LbTS) e SEDII~Ei~T x27,765 SF W FES 1'$ RCP 3 ~ 4' i~ r ~~a~.rr~; °z ~ BEGUN. ~ 2 ,956 S~' o ~ , 4~v,. • ' „ • REPARlAN
w 2 "~d--... " O w ~ CONCRE ~ ~,•1'~` C TR P-12-- / TOP OF WALL ELEV. 42.0 , t! `r t-. ~ I ~ W/FE5 ~ ~ ` ~ ~ W/ FES E . ~ ° i~ ~ 7. ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS tA,~ H-''3~3 r~,~ `f. SUFFER ' )N r vi, / ~ 2r~:~ ~ ARE THE RESPQNSIBILiTY Of THE GENERAL CONTRACTOR:
ai d• _ a , SIDEWALK a ..,rs-!` _ r INV. i . , ~ I ` ~ ~ o " \ ;i2 ,,871 SF ~ ~ 0 ~ ~ ~ 16 ~Oa 39:50 • 25,364 SF Q o I 2 PV4~ ~ as b ~ r' I ~ . 8 8 9106' S(lO / ~ . ` 8. NCDOT DRIVEWAY PERMIT IS REQUIRED: ~C ~ =Rk )f"
N L, p,C~ t C~ ~ o WATER MAI , ,g6 INV. ' ~ 0/' 0 1..'"°~ ~ i , ~ yi ~ r'~ P ~ 32,~435J,~SF-- ~ - ~ ' ' ,E ~ N 9. NCDOT ENCROACHMENT AGREEMENT FOR UDLIT}ES lS REQUIRED..
CIE RETAINING WALL t,. - I H - .1- _ _ , ~r 10 ' .37.30 / ~ ti4~g 85~ ~ k b 151.91 ~ ~ Q X , , ~X- ~ r~ 10. NOTIFY NCDENR-WASHINGTON PRIOR TO COMMENCING CONSTRUCTION. 3B~ _ ` ~ r/c ~ ~ ! PHONE: [phone].
€ ' X9.96' ~ ~ ~ ~ INV, 0 / 6 4+, 384 . INV. 41.00 ~ W \ ° ~ .00 0 / 7 , / ~ z' ;r~ ~0 i ~ r;~r 4j' s~/;`~ ~ ..37 3_9 ~~r~- t-- r•;~,:,~•< ~ r ~~6 ~ ~ i1. ALL LOTS SERVED BY CENTRAL WATER SUPPLY AND INDIVIDUAL SEPTIC
1 _ a m 8 i - -A-,_ P~ \U 209 ~ 1$ ,2~J ~ ~ ~ ~ SEWAGE SYSTEM.
GRASSED " ~ , / / 5 Q ~p r 18 RCP - • ~ ~ ~ ~ 2011`. - 2p9 ~E N/~/34¢85- i ~ ~ ~ ~ 12. ELEVATIONS SHAWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM ~i 3;060„ SF ~'"`~~i. 7 ~ / ~ _ _ ~y 1988 AND ARE RELATIVE TO MEAN SEA LE~L.
TOP OF $ANK - m' o ao ° / / ~O ~ J1, ' .%"1 W/ FE5 t 32,052 SF ~ ~ a 25920 S~'~! °3 RETAINING ELEV. 38.50 ' ~ t n. . ~ r M 14 ~ , ~ ' ~V. ~ /i~/i.~ ~ o~~~ ~ ' r,-~74•g7,;;r~°` f~ ^ 13. AN EROSION AND SEDIMENT CONTROt PLAN SHALL BE APPROVED
ELEV. _ ~ ~ ~ +n\ " ~ 9/ WALL s ~ 0 + ; ~ I~tV: ~ 39.0 - I 6 PLUG , . i •p , ~ 0 . ~ P 9- - 6F>;Sy o ~ ~ p TOP 42.0 O 0 0' .1 ~ ~ 39.70 S/ / ,.r / ' ti ~ PRIOR TO CONSTRUCTION. ~ 39.70 /a 9, ~ ti`
2 . to I ~ TAPPED 2 ~ , 26,7 ~ SF 1~ 22,ib0~3F 'h 9 / y 0• • I 0 E f. ro o' 13 ~ o I 36.00 1. ~ ;ns g~' I r INV. ~ \ / N 11 ~ N 1 L ' ~ ' ~P ~ s ~ ~ / / =r l ~ ° ~ 75 AEC 4. ALL ELECTRIC LINES SHALL BE UNDERGRQUND. ' ~ ~ ,10,643 5F / in ~ ~ " ~ , ~ ' ,-2
_ , 50 v . - ' _ r ~ 3 ~`'x,~~p,687 SF ~ c`"v SF `9g Q~G ~ ~r .4 + r~s ; i / _ i I t;~ ~ /i /i / ' ~~M ~ WA R 2 / x~ / ~ - e.~~ ~ 15. A STORMWATER MANAGEMENT PLAN 15 REQUIRED. tts Z' ~ ( MA{id 3 j,fi84 59 / ~ = 3 _ . 16. GENERAL CONTRACTOR SHALL VERIFY INVERTS ON EXISTING STORM
9.65 ~ x ~ '2 30 5 . 0 TEMPORARY - - - ~ x•,~y .a, , ~ , _ , . - v • _ CONSTRUCTION _ -,.;~._.u-- , . _ . - ...,L. - •~P`~- - - • ! '~;E ;r ~ / •s I ~ " G DRAINAGE PRIOR TO CONSTRUCTION,
ENTRANCE - _ f _ ~ _ _ _ ~ , ~y . / / ~ 's , i • ij 17. CONTRACTOR SHALL ~10T COMMENCE CONSTRUCTION -0E WATER MAINS
A.... A EP 44.18 ~ S, 7 ~ pNV,+ ~ 1 .;,i. ' .A - - - ~ ~ / / , ASS~EMB~:Y ~ ~ ~ ' ~i,;~ OR SEPTIC SEWAGE SYSTEMS PRIOR TO APPROVAL OF A>_L PER691TS. ~ / r !tip ~Q / ~,x ~4,r.,~~~'"I
RETAINING WALL SECTION ; ~ 40. _ I \ \ 33 / v~ ~ 400.50 90 1~ '40-• _ ' $ sr" 9' ~ i _ ,m ~ ~ ~ / ~ V. 41.55. ~ .70 ~ +4.78 ~y / F.H. •r ~ . / / i 31~ r ~ .r~Vr 2Z~ I~ 18. POTABLE WATER SUPPLIED BY BEAUFORT COUNTY WATER DEPARTMENT.
C1.1 N T . r J o 17~ 2. • I l 52.19 ~ 5" ~ t A~~ . SS£1s~BLY',d'~, ~2Q017 `~F , r / : 21J ~ ~ f I-- 1 8.92' 125.0 ,k~ _ ~ J _ , ~ w 'R~ tl zj ' / y'. / ~ ! ~ 0 = ~ t~ ~ ( ~,,,p~~ LIMITS OF 19. WETLANDS WERE DELINEATED JULY 2007, BY LAND MANAGEMENT ~ ~ f ~ 21•,642 ;SF ~ ~9;~43 ~ f ~ ~s~:=~ . DISTURBANCE, GROUP, INC. . ~ ~ / ~=m! I "x~ " ~ ~yi ~ , I ~ ~ ~ I I ' 1'c~~l~,ti'',- TYP,
f - - -r-- r 1 ~CP ~ 46.0 + t~ ~ r'
,4e Q:.... . _.~---0:76% ~t2• ~r,~`~ i 1 1 7 W/ FES ~ pSggfM INV, t ! ! g" X et ~l' 3 4 r , x y, 3 r / / ~ f s~~ ~U ~AtNA~' ~ I ,282 1 ' • t, SITE LEGEND:
. j, ; R 4.Y --9 .VO ; 65 i4 , ~ p,~ 9 , F• ~~0 , , r ~`A ~r , 30,567 SF 39.93 ( .44 5 q - ~ ~ / C?. ~ 24,? 3 S ` i / rv, f rv'' ! .:;:.t'^; .f + i • , .,f,°r CCNTCUR TW TOP OF WALL ,.,j..~::/ " ~ ~ 1 ~ 'x ~ x 4:,.~.'O ~'OT ELEVATION RIP RAP
Q` ~ / I FE a, ~ ~ 51.32', 85. ..._-85.0 i ~ ~ q p, G ,,i / ~ ItyV. ~ ~ ~a + M' ~ t ; ~ i5 RCP r- 6~ I I I ~ 1 ~ 3. 0 n ~ ' r , . FIRE HYDRANT ROCK SILT ` ~33.Oi0 ~ , ~ 1NV`';~', /~v~;.;,,~ ~,~~'?,E. VE ® CK DAM
' / / I 45.88 0 ~ ~ ~ ~ X, r ,o ~ , ? r ~ ~ n r r S .,..30 ~ L , , W/ FES' FE~'o ~I © 1 i ~ ~ WATER VAL CHE ,
42.00 P 1 ~ ~7 4~~ ~ ~ ~'1 i, r' i 47.94^ ~ F I . ~,j i ' ~ IP /r . , ~ ~ F •0-PP POWER POLE 1 ~ ~ / ` I .l ~ ~ ,~„DI~~,, ~ ~ ~3-~.,~_ r~'~~~-4~'~`~',h rn ~.n~~.~.. SEDIMENT
A 1 N ~I o. I TY A v L~ , ~ / } 27 864 t~• / , F ~ I ~ t 6 41 ''C' `~`I r'7yr,'',~\ r~;,, -~1 FLARED END SECTION ~ TRAP r ~ ~ ~ \ ~ _ ~ ' ' 1 (j ~ ,,';l; ~~i ~ ~ NEW STORM DRAIN
~ 59 1 I ~ ~ { a, PuaLlc • ~ - t ' / o ~ '°s~ ~ + ~ 40.00 ~ / t I , , ~ , 20 AAVEMEN / ~ o. ~ f'~; + 2t7,1~4~ SF, t ~ / ,1~ t v . 9 ~ rn , L 24,563 SF
f r , p i0 ~i t r ti O 27,ot~5 SF ~ . ~ 1 s2 . + ; ~rOCKP a+ j i 22 ~ Chi ~ / , ~ s 1 ~ 0 0 ~ ~g ~t,r ~ 42 ~ f .o~' ' 1 2~ ~ I 4/i',0~~ S ~ ~ ~ ~ ~ i , - ! ~ ~1,~;~i1~ ow~ EX. STORM DRAIN
ry ? l~ ~ ~ •oo r o i ~ S \ ;45 544' 23 812 SF ' ~ ~ r ~52c~ DRAINAGE i ' r, f r 1,85' AC. ~ ` ~ ~ ~~,.IIi~' NEW WATER MAIN DRAINACsE , rc'• / / / 211. , ` ~ /r Jr , ~ M ^ ~ W ~ .
sECTION e-B o ~ ~ ; ~8 i , ~ 4' , S. l , 2 , 1 ESMT.. G ti 58 / 9 i 3 + ja.~ t \ 1 r `~6- F'E ro 1 ~ l l d ! ~S~lT.j / r ; i 96-~ j 07.2'2~Y•`%`•~ s~.f'~-?, EX, WATER MAIN / %Fa - r ~ ~ ~ \.,~,I ~ ~ ~ - E EX. OVERHEAD ELECTRIC
,`j h.°•' 5 `tl ' i ~ 1.77: AC. \ i m J t l J A . ,1g• ~ X 1. 9 A 1.~2 AC. i 45.93 s ` i ! ' 36 n Q~ /q F, ~ ~ CLEA OU AND ~ i ~ r / r `r ` SILT FENCE j r ~ ~ , / ~ / ~ ~ / r,~ , ~ .ra ti
20' 0 `G j P 2 iv ~ t - ~ ~1~ 01 ~c ~ ~ . ,~1 SF ~ , ! ro ~ ~ ! t G ~ t~/ , rk1' ~ 4S ~ FILL ~ .DITCH i ~ ' ~ s P ! J .~1 Q ~ _ >f ' ~ (~,e P, I~ r ~ \ 1 t ~ t 93,598 ,SF ~ , ~ r 1 ' _ ~ ' ~ 0' AREA OF CONCERN J 1/ ~ / f ! , ~ a~~~ 3,598 ,SF ~ '
V' .i t' 2~ 0 G g9 q 't 37 987 SF ~ ~ ~ I t ~ A SEM$C`! / ~ ~9, , / I ~ 1 _t •`.,y~ `Ow` 50 RIPARIAN BUFFER ~ r ~ . ~ .-",,r, ~ , ~ ~ - . . . - WETLANOS LINE
/ / ~ ' y 1 ti ~ -X SILiT FE E, ~ i ~ `ROC SILT r R ~ ' RAP;, HECK DA1~1, ~g% j0 ~ - AREA OF .DISTURBANCE
WATER MAIN i / FES r>~ / ~ / " ~ ; ~ \ io i / ; lNV.;• 223.3 F f r_ ~ Og l INV. E :,3.3 ~ / % ~ » ~ 25g' 18.50 4 M,
E e° / j u' - b / ~ \ ! ;t N 32,5511 SF / ' 40.b0 ` . ~ / s _ / ~ -.r' ( ` t.•.::•• ~f' \ P ~ 't y ~ / / j 112 i ~0 28 AQ I, / i / ~g ~qh8 4A''
o ~ 'sip, r; , ~ ~ I ~ / ~7 RAIN~+GI r; l 7 40.1 - ~'''L, ''.L- If}, i ~ ~ ~ ii ,lf'~ ~ , Y I ~ ~ / / - / : ~ ~i~:A:::.:•;.;. \ , 1 1 1 + ; + ~ 'ESMIT,' 1 7 ' ~RAIK~GE SEDIMENT
l 1 q ~ ~ ::)..f __~~:"w \ ~ ` \ , I~ , A~ X23 ~ 92 BF ' , 1 'ESM!T,'i TRAP-~4 VEGETATIVE PLAN: 32 BF I i>~ V SA'~`'2t 20' ~~~1y1oN VEGETATIVE COVER SHALL BE IN ACCORDANCE WITH THE
~ f / 21,04 SF p• S ~ / , / '.•z'.'.:-- i^ ' ~ . - 7 38 ; r / ~ \ ~ ~ / 39,16 SIB 1 i
' ! ~ r:' ` 50 , ~ r J I t ~ ` ~ \ 15578 SI`r ` i 43.49 ~ / '~,.";.-1',' ; ~ / - i ..,er 1, ~ SILT F~FttICE, \ ~ .t ' ~ f • ' i 4 DRAINRGE X~N~ SEEDING SCHEDULE AND THE FOLLOWING SPECIFICATION q 6/20/08 ISSUE FOR PERMITTING SLJ 1 ~ 26.00 ELM A~ ~ 6 9 pG 811 SECTIONS:
LIMITS OF i s;.,~,~.:,`~•,.~_, i. , ~ -y, ~ 1.33 AC! i i, : , k_ . DISTURBANCE, TYP. ) S 4166 S7=DIM .~r 1;22;~C__, j i / f f ~ ~ , ~ i . ~ h8 1, W q0 SECTION 02110 S{TE CLEARING Rev.
I ~ \ ~ ~ ~"~•-TRAR~IJ(.,. j.,;,~;`~:;;;~a ~ 1 / i I j :>y''.. ` • S ' SECTION 02120 EROSION AND POLLUTION CONTROL No, oArf REV~sior~s eY
,/i M \ H ~ ~ ; ` - ~ i ~ I ~ / ~~;:::.,,..:.1~_ Y ~ - - / KIN ~1~N4p1y 1t SECTION 02228 CLEAN-UP AND SEEDING ''~'"u
, Q ~ \ ~ ; ~ ^ . - ~ • 1, ~ t' - - \ 115 ~~L1A~" Q-P~ a24 111E
'0 ~i ~4,330~raF <'o ~ , ~t ~t _ 'v'im. - pg 1186 1, 19. PERFORM FINAL GRADING, TOPSOIL AND PERMANENT SEEDING. D
/~Yi i \ ASSEMBLY , ~ 1 t j: + f ~ ~ ~ _ •ka~ ' ~ 20. INSTALL LANDSCAP3NG, MULGH AND SEED ALL DISTURBED AREAS, ANY SLOPES LEFT EXPOSED EAST
r ~ \ ••.6 \ 1.27 ~ _ ~ # ~ WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED ' OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES,. OR
t, \t \ ~ 3 I ' • j/ : ~ ` ~ - i i o CONSTRUCTION SE4UENCE: ; ` STRUCTURES SUFFICIENT TO RESTRAIN EROSION. P~A~
`°a a - COPY OF CERTIFICATE OF SOIL EROSIO 'b • ~ rn r , / ~ i 1, OBTAIN AND POST A SOIL EROSION AND SEDIMENT 21 UPON SITE STABILIZATION AND INSTALLATION OF ALL PERMANENT EROSION CONTROL DEVICES, r
I~ ~ ~ ' CONTROL PLAN APPROVAL. NOTIFY NCDENI~, DIVISION OF LAI' . Q^ a I l : d. ~ E ~ N f . y a:.' . , t' , L. / F ;'..:1 ~l. ,.....:'"~i.% % w ,r ; 1"~`' ~ : i ~ WASHINGTON REGIONAL OFFICE AT 252-946=6481 PRIOR TO VISION OF LAND RESOURCES, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES. 31 PRIOR TO COMMENCING ¦Engineering¦Architecture¦3urveying¦Techriology
~ 35216 SF ~ ~ t ~ • •v.~.. A ~:r.,• 1'•' ~ 21 CONSTRUCTION. , 22. ONCE ALL PHASES OF CONSTRUCTION ARE COMPLETE AND PERMANENT SEEDING IS
" ~ p• ~ , i 2. CONSTRUCT TEMPORARY CONSTRUCTION EN,RANCE/E N :,E/EXIT, INCLUDING GRAVEL ESTABLISHED CONVERT SEDIMENT TRAPS TO PREFORMED SCOUR HOLES. Bo% 7305, 324 s. Emus st., Green~ige, NC 27834 252-758-3746, 252-83C-3554 (fox}
2 I7VC . a, r ~ , i \ , 10 : ~ 5 ENTRANCE. PROaecr rn~
"r/ LANDSCA E ASSEM$LY ~ j ~II~V. 2 ~ •i ~ ~ j ~ ' ` , ; , ~ 5~c1Ar t. ~ AO ~ WA R : , ~ f i ' ~ 3. CLEAR LAND ONLY AS NECESSARY TO INSTALL ~'EMPORARY EF ~ $ERMS, TYP. 1 r ~r ` \ ! . / ~ 2,6 'EMPORARY EROSION AND MAINTENANCE PLAN: C
C 4, ~ 35~• r ,,MAIN 1.09 A ~i ~ s SEDIMENT CONTROL DEVICES. AS CONSTRUCTION PROGRESSE 1N PROGRESSES, INSTALL 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND SEPARATION FOLLOWING EVERY TYP. LOT SETBACK ©
/0~' ~ / 54 ' O Ix ? , NiQN ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES AS NEI 4, /i ~ • ? ~ ' ~5 ~~rA ~ A, 1 31 0' ~ E KIN =VICES AS NEEDED OR AS RUN-OFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN fRONT: 3D' T1 \ ~ 1~ ~A I v ~ ~ I v
ra / EX. ~ , 3 ~,5 p,XiN 1~~' DIRECTED BY THE ENGINEER. a & M 511 100 50 0
r ~ / o FH 1.23 AC, f 21,404'SF ` '"5 ~ i SPA g09 PG ~r ~ 4. STRIP TOPSOIL & STOCKPILE ON DESIGNATED AREAS. ~ ~ ,;W ILL - - 3~ ~ I .y ~ 3o W as 1 -100 0 EAS. ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE SIDE: 10' IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. REAR: 25'
~,.`k rn ' _ , i'+k~ 5. CLEAR EXISTING WOODS TO CLEARING LIMITS (SEE AREA OF DI E AREA OF DISTURBANCE 2. SEDIMENT WELL BE REMOVED FROM BEHIND THE SEDIMENT
~ Sl i ~ ? LINE ON PLAN). FENCE WHEN IT BECOMES 0.5 FT DEEP AT THE FENCE. THE GhocoWinit TW Beaufort Co., NC
~~r; ~3 x $ 6. INSTALL SEDIMENT FENCE AND BEGIN GRADING THE ROADWAY. ti ~ 'HE ROADWAYS & LOTS, SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO SOURCE OF TITLE oRAwr~ac rir~E
S' ~ 'i} 7. INSTALL DRAINAGE. PIPE WITH INLET & OUTLET STAB€LlZATION. ao fib`` e i k~~¢a~e PERMANENT SEEDING: .TAB€LlZATION. MAINTAIN A BARRIER, DB 1445; PG 485
b , 8. GRADE DRAINAGE SWALES & DITCHES. INSTALL SEDIMENT TR4 T 9u is. "\W ' SEDIMENT TRAPS, 3. EROSION CONTROL MATTING SHALL BE MAINTAfNED U TIL ALL INC. WORK IS COMPLETE. AREAS SHALL BE RESEEDED AND g
X ROCK/SILT CHECK DAMS, AND TEMPORARY SEEDING. (Ta ~ ~ ` / 87106 ~ DATE B Tq` S 1 JAN 1 -MARCH 31 COMMON BERMUDA GRASS 20 LBS/ACRE 9. INSTALL TEMPORARY SEEDING AS NEEDED THROUGHOUT THE C
ti \ . C~, CURVE TABLE (UNHULLED) PROJECT. 1GHOUT THE CONSTRUCTION AND MATTING SHALL BE REPLACED AS NEEDED. oWrler: Erosion 8c Sedimentation 4. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT LL BE Mr. Cooper Peel
.a ~ l' ` CURVE LENGTH RADIUS CHORD SEARING CHORD TANGENT DELTA APRILI JULY 31 COMMON BERMUDA GRASS 15 LBS/ACRE OFF FROM VEHICLE TRAFFIC. INSPECTED PERIODICALLY. WHEN MUD BEGINS TO BULD-UP, ~p8 Linden Drive ~OntrO P(an
l " 10, STAKE 4UT SEPTIC AREAS ON LOTS AND FENCE OFF FROM of 0 ~ a„ C1 247.08 5728.58 N24'00 21 W 247.06 123.56 2 2815 (NULLED) THE ENTRANCE WILL BE BLADED OFF REMOVING THE UD. Louisville, Ky. 40223
~ ~ ~ " 250.49 131.56 35'38'25" AUG 1 -DEC 31 TALL FESCUE 60 LBS ACRE 11, START EXCAVATION OF POND AND SPREAD OVER LOTS 12"-1f ~(1 \ C2 254.58 409.26 N 3'03 41 W / 2 LOTS 12"-16" DEEP. scA~E oa;PA~r~Er,T 5. ALL SEEDED AREAS WILL BE FERTILIZED, RE-SEEDED S Phone: ~502)2~-5--2684 Ag NpTEp CIVIL
G C3 122.70 102.00 0'50'39"E 115.43 70.00 68'55'19 COMMON BERMUDA GRASS 20 LBS/ACRE 12. STOCKPILE SAND ON DESIGNATED AREAS. ~ ~A NECESSARY AND MULCHED ACCORDING TO SPEGIFICA ION !N
G ~ HULLED Q ~ ( ) 13. AFTER .DEPTH OF POND IS MET, FILL DESIGNATED SEPTIC ARE. 'D SEPTIC AREAS FROM THE TWE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DE SE Deveiaper: oaAwrr e~ Dare srA~r~o sx~Er No, VEGETATIVE COVER, SLJ 8/2/07 1 of 6
~ ~ SAND STOCKPILE. ~ \ TEMPORARY SEEDING: YEAR ROUND AGRICULTURAL LIMESTONE 2 TONS/ACRE FOR LOT WITH OFF-SITE 6. CHECK. SEDIMENT TRAPS AFTER PERIODS OF SIGNIF(C NT RUNOFF. Waterfront Prafessianals, Inc: c~ECKEO oaAVnr~c r~o.
14. INSTALL WATER MAINS AND SEPTIC FORCE MAIN FOR LOT WIT} YEAR ROUND FERTILIZER 10-10-10 ANALYSIS - 1000 LBS/ACRE lC SYSTEMS. REMOVE SEDIMENT AND RESTORE THE TRAPS TO ITS RIGINAL c~a Steve Atkins
n. t9 \ nn-rF SEPT
*71` APR~15-AUG 14 GERMAN MILLET 50 LBS/ACRE YEAR ROUND MULCH 2 TONS (APPROX. 80 BALES) 15. BEGIN CONSTRUCTION OF ROADWAYS, INCLUDING THE PLACEME THE PLACEMENT OF DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE- ALF THE DESIGN EDu i,,ypres5 ~~rrNl uric Yvuy n APPROVED
A ~y SMALL GRAIN STRAW/ACRE AGGREGATE BASE COURSE. DEPTH. CHECK THE EMBANKMENT, SPILLWAYS AND OUTLET FOR Chocowinity, NC 27817
F AUG 15-APR 14 RYE (GRAIN) 50 LBS/ACRE YEAR ROUND ANCHOR TACK WITH LIQUID ASPHALT ( 400 GAL/ACRE 16. INSTALL ALL OTHER UTILITIES. EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING & Phone: [phone] PROJECT NO.
OR EMULSIFIED ASPHALT Q 400 GAL/ACRE 17. INSTALL SIDEWALKS AND BOARDWALK. SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE Fax: c252) 940-4177 2007007 cl 0 1
YEAR ROUND FERTILIZER 10-10-10 ANALYSIS 40O LBS/ACRE 18. COMPLETE CONSTRUCTION OF ROADWAYS, INCLUDING PLACEME )ING PLACEMENT OF ASPHALT. ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POND AREA.
THIS DRAIMNG IS THE PROPERTY THE EAST GROUP RTY THE EAST GROUP, P.A. ANY USE, REUSE, REPRODUCTION, ]!SPLAY OR SALE OF THIS DRAWING VATHOUT WRITTEN CDNSEN OF THE EAST GROUP, P. IS STRICTLY PROHIBITED. (C COP IGHT, THE EAST GROUP. P.A. 2007) D D
7 6 5 12 11 10 9 8 r yj 4 3 2 1 Mmfl JUN 2 6 2008
DENR -WATER QUALITY WETLANDS AND STORMWATER BRANCH