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OWNER & APPLICANT: s~
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NC LAND PARTENERS, LLC i~ 1 t S i
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150 E. ARLINGTON BLVD, SUITE E ~ r` , ~ t i ~t 1
GREENVILLE, NORTH CAROLINA 27858 3 l 1
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CIVIL ENGINEERS: {
'S y wr ~ :e u i Saj •'r ~ . •''~n ',.i•,. .1 S
FUSS & O'NEILL 1r r, I nn 4? ~ i ~{j~ l 4 ti
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610 LYNDALE COURT 1 "'w•. , ~ ~M'`+w r ~ ~t, ggh'1 BEET
GREENVILLE, NORTH CAROLINA 27858 e i-.. a~...,.,,„,~..„,,,,,, ,N' RVIEW
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SURVEYOR: - s ' t ~ ~~V~ 4, CROSS SECTIONS
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KENDALL E. GASKINS, P.L.S LAND SURVEYING yr n.. . u ,~~,J''r r ,4, ~ ~ , try.
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VANCEBORO, NORTH CAROLINA 28586 i~• It ,
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Z 0 ~ ~ 'i I;. / _ 6 Ct 107.34 310.00 310.00 1750'22" 54.21
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J/~ :.r ' r• .:.1:, Y ~ C2 112.98 600.00 600.00 10'47 18" 56.66
. •f ~~1~.. •'1'.. J::• l e rr r 1. C3 329.47 700.00 700.00 26'58'03" 167.84
r 9 ~ C4 254.16 355.00 355.00 41'01' 13" 132.80
fr / S J ..'Y' C5 207.71 5000.00 5000.00 722'49" 103.87
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~ 0 ~`ti..~'~ r 2 ~ ; r; . C6 107.16 616.10 616.10 9'57157" 53.72
r ~r A >r.:s. 0 r~° 2 9 C7 161.42 310.00 310.00 29"50'07" 82.59
b• '.t~ ~ 8 ~ 5 , ' C8 441.97 310.00 310.00 81'41' 12" 267.99
k~ ti ~ - _ { C9 186.41 500.00 500.00 21'21'40" 94.30
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;t.: ;i::: i; :.r~i ti . P: .r.. . t...i •tr ,:r • J ~ C10 358.92 230.00 230.00 89124'44" 227.65
• ~ r '.'ry. , ~ G ~ • r. /1 i .~I: C11 159.08 230.00 230.00 3737'43" 82.87
r /J ~•."4 i. Ct 2 52.76 230.00 230.00 13.08'38' 26.50
r f BUA 24 AC . ~ ::i. • . Y.. ...i:.':• C13 468.55 310.00 310.00 86'35'57" 292.13
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7' r BUA .24 AC _ BUA 24 AC v SEEDING SCHEDULE CONSTRUCTI0 SEPT I -APRIL UCTION SEQUENCE
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• . . • •:li::-'::.;. r,:^ is i;'^ :r' I 1: INSTALL CONSTRUCTI0 75 POUNDS/ACRE KENTUCKY 31 FESCUE 2. SEED DOWN ALL OFF U CTI ON ENTRANCE.
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BUA .~V AC ~ ~ ~ "r:.::•%'r,~::~'.. I. r•.:i.r.,;•.•:.- ':i•.. n 50 POUNDS/ACRE BAHIAGRASS (WILMINGTON, IF AVAILABLE, PENSACOLA OTHERWISE) ;HECK DAMS (SEE SHEET 3 FOR DETAIL).
w :r('i:ir,'~:::i.' :~',•'>:ii ;ri:7:':i•.: 1,~ii j>,:r~ 00 'fit^,;..:,,,k': • t,,.; . i• 25 POUNDS/ACRE RYE GRAIN 3. INSTALL ROCK CHECK
.,:r :..'1 ,i n J ~ < . 5~ . ~ APRIL I - SEPT I 4. INSTALL SEDIMENT FE 75 POUNDS/ACRE BAHIAGRASS (WILMINGTON, IF AVAILABLE, PENSACOLA OTHERWISE) SPREADER CONSTRUCT10 50 POUNDS/ACRE KENTUCKY 31 FESCUE 5. INSTALL INFRASTRUC 35 POUNDS/ACRE BROWNTOP MILLET OR SORGHUM SUDAN HYBRIDS 6. CONSTRUCT PAVING. NIT FENCE TO PROTECT LEVEL
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,BUA .16 AC • . o BUA .24 AC 3 P? , : ~ 5. 7 ..i J . ~~i... r ~ 7 is TRUCTURE.
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o ~ ~ ~.i~'~'• M . N N ` ~ it 0 : ~ v 7. SEED DISTURBED ARE WHERE A ~~TURF° TYPE GRASSED AREA IS REQUIRED THE FOLLOWING MIXTURE SHALL BE USED: OF DISTURBANCE (SEE 20 POUNDS/ACRE COMMON BERMUDA GRASS (UNHULLED) ) AREAS WITHIN FIFTEEN DAYS
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00 ' / ~ ~ r r~ 4' 70 POUNDS/ACRE KENTUCKY 31 FESCUE 8. MAINTAIN EROSION C SPECIFIED IN SECTION 2 ESTABLISHED AND THEN ON CONTROL FEATURES
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O ,,gyp ~ t ='t:`:~:i~ • M IF SEEDING OCCURS BETWEEN THE MONTHS OF NOVEMBER AND FEBRUARY, RYE GRAIN SHALL
r O `f 1 ~ tfUA .10 A "n+ O • ~ vv ~v n ~ ~ - ~ M ~ O ~ V BE PROVIDED IN ADDITION TO THE ABOVE AT A RATE OF 25 POUNDS/ACRE.
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' TAT R .MAN P rv., . ALE. ~ ~ t ~ PROJ. No.: 20060094A10
NE IE E n _ ~ ~ _ R 1 100 H Z K tRl~? NC LAND PARTNERS, LLC DATE: 03/03/06
' TE DA EVIEWED BY. R ~ ~ ~ ~ ~ ~ 'I n- ~ ~ VERT.. 1 -100 ~
2~ ~~M~ ! ~ ~ ~ 4 DATUM. FUSS & O'NEILL CARAWAY COVE
HORZ.: W .,oW Disciplines to Deliver W
VERT.: PRELIMINARY SUBDIVISION PLAN SAN 2 OF 13
100 50 0 100 ,oo
No. PATE' DESCRI ON BY rrliR~ ~~~~ti4] 17480 610 LYNNDALE COURT SUITE E. GREENVILLE NC 27858
REVISIONS TODD ALAN TRIPP LICENSE No. GRAFHfC SCALE 252.355.1370 www.FandO.com PAS-ICO COUNTY, NC NORTH CA H CAROLINA

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F O Y 1 N,. Q.{ s 1 ~s ~o ~ GENERAL NOTES
S r` ;t ,1 ~ gyp. r' ~ C 1. The Contractor shall contact utility companies or NC ONE CALL as necessary to confirm the location of all existing 6" 2' telephone, electrical and N cables, gas lines and other utilities at least 48 hours prior to commencing work. 2' MIN.
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4 N N ~ fr ~ 5• ` CrJ'r 7 ~N+M Jar r^"r• 1 SIT S ! 2. The Contractor shall nofify the NCDOT & Pamlico County at least 24 hours prior to beginning any work within NCDOT rights-of-way.
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~ t~..~.. o w r• . "mow 4 209.12 ~ , CARRY RIP RAP UP BANK JQV v 3. New water mains shall be installed with a minimum cover of 3'-0". Greater depths maybe required to avoid conflicts with ~ O culvert crossing, utilities and other stnactures. , e s e s ~LJ 4. The Contractor shall obtain the express permission of the water utility prior to the operation of arty existing water valves, N0. 5 WASHED STONE ~a-~ ~ : D ~ oO~O hydrants or the removal of any manhole covers. . ; ~ o : ~ ~e : ' e DVvOQ 1' FREEBOARD 0000
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t I. 1 I '~1••' ~.y~ 't . 5. i~':. •:.is •.1, 1Y' t. IJ •:l'•'J .5'1•:. ••1L~ . .^i; _ , ' ~°•r 1 :.f.~ "I' - ::'t' :ri: r: ' i.. , 'J•~ r~' .I: .1 •t::~ tp: +i::' . ::ti..'' .r. „s-' X11 t ~2
r ~ ^i"'• .M,f,.` ;1%• ••I• ;4 2 •;i::'. ~I:• :i`• ~ti . r 5 . i': .:i. ` •::Y ^z:::.::•:~ , i~: ~ir '~;:i: i.l;'::;.:~ . t s. t • }tom , it •.ti E ~ ~ r BUA .24 AC SF ~ ~ k ~ , k9• r g G FLOW ~ .D' o :.D~ o `..~OoO 5. The contractor shall seed, mulch and tack all disturbed areas within fifteen (15) days after land disturbance. All , ' ' ~ ~ P : O Oo00 OoO~ ~ 00L DITCH D 000 0
...~'~:•.:r'i'.'•:::. ~ •"7 i . r': •i•' } i:.: .,i t•• '~i ~!tir, s .y i. } ~ :t r^•:: J.•1 : . r- ,j.~:,~ r~i• '.t . ~~J': s•: • ~'1 :'.i'f ..t '•f ~i:: :ii'': .,,J ::i''• .,~^'r•. ':f'. t.•Y:i : ii . J • :1: ~•ir~ .I.:^ ,q~2, a o ~ ~ ~ ~ ~ , q , ~ ~ ; ' sedimentation control measures shall be kept in operable condition until a stand of grass is established and the area is ' • ' ~ W^n capable of resisting erosion by wind and rain. The Contractor shall inspect all silt fence, sediment basins and rods check I I III-I
.i ~ r't ` .J'.^..•., r; :J.:.:r.•? a •:,;r,t, ~'i'~ :r(J. f , r : ...I.. i. ~r. .I,.:: :'f•' ;~I , i r. r t , • t: ~ r: :••1 :'J:•:~ • Y Y1. A , 'Si '1. I. ~•1. 5, 1. .~f •t. '.l• - .t '~a:• I'~~':+::':r 'ri~~• "V .1 t^.. . ;i - - t• i~.+ =~i :'•J :'•1: • ' t r:{~ Y il' ~.µf': ;,F,,_,,,;. Y•~''
~~':x •I• .t; :;y ( _ r i:' ••i:'i ~ t i~ 4 , i"5 ~ "tt". . \ ~.j a J ' ~LWt•::. i•J •.1' t. r 1'• ':i. Jrl: •,'i JJ'i: 1.' i'' Yf . N~i'•i~' J.r. r.: •:i,:; r:,;:,q:,.. r:Ji:' r•i: ;'i: ;i: rah '14'1': .y:•, •ti •1, ,,1. , dams at least weekly and immediately after rainfall which results in storm water flow in ditches. Upon stabilization of the -I I -I - ;III-1 D11-
i•: is . 1..•^.....;f~:irL •.1~,•.~1;.•~' i;• JJ• •'•1 + / T '4,. O ~•I: ~ y 1 S i t'• .'J . 5 .r„• . _ , }iq i QJ seeded areas, the Contractor shall remove silt fence, sediment basins and other sediment oonUol measures as directed in NATURAL GRADE -III.
V .J.:. • °~f`-: •}t,: ::'r~. i'~' t•t. .w t ..ti :}J '.r ••.i ~i 1: ~i':: •f': ~ . •"1 i': .R :'i'~ r w~. .r• ::i:~ .Y •.J 5 'f~'.i r / ?rd. . . o h u a.a A ~ the specifications. LINE CLASS B WITH FILT 6. On site burial of rocks, stumps or roots will not be permitted. The Contractor shall dispose of suck consUUCtion debris 6" MIN. SS B RIP RAP
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T I off-site and in accordance with alt Federal, State and local laws, ordinances and codes. The cost of such disposal shall be VARIES
. J ( r ~ ! ~ 5 0 1 ~ ~ w. `....x~:: f 1 ~ . BUA .24 , C , included in the unit bid prices of the bid items. Burning maybe permitted. Conb~actor shall inquire with the local authority
,5• ~ ,r ~ C"' , it / J' yM~`hMr, ,.,f`` .4fi ~ „r ~ , . f ` 1 having jurisdiction for the necessary burning permits. ~ 0 ~ ~ l ~ u C
',i.:'' ~ C A a.0 A ~ 'ti , ~1, P BUA .24 A~'• f" \ I I L ;K DAM DETAIL.
.4.1 ,J„>t:r•: `.f•> ~ BUA .24 AC !:I`+.~ 'tr~i J r:t '~f':':it:.[r: :i'~i~:.. 1 . ~ 7. The Contractor shall take precautions not to disturb existing property owner markers. A!I disturbed property comer markers n,or ro scu.E shall be replaced by a Professional Land Surveyor. TO SCALE
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"i::;; ` ,'l'am' ' / / f ...w,,,, r~ r , V BUA .24 AC a P ~ ~ } 8. The locations of water services shall be verified by the Engineer on the site prior to construction. The ConVactor shall
~ ~ 0 ~ ' x s f.. 0. M8 ( - ~ BUA .23 AC coordinate line construction so that no services are installed prior to the Engineer's review.
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`^r. ,HIV 1ADI~ ?5' t~ iJ ! f / ~ ~ B 0• 6 ,,l i Z 9. When actual field conditions require a change in alignment from the plan alignment, the Contractor shah give notice of such
8 ~t: :i:% r ^ :i}' i i e~ a ~ r I MO ~~M ~ f 2 to 1A .,.~...r.~ 3 J `l 30 MBL t conditions to the Engineer prior to implementing any departure from the planned alignment. Failure to report and receive C/L CURVE TABLE peRnission for revisions in the water alignment will be grounds far removal and replacement of the revised line at the CURVE LENGTH RADIUS DELTA T Contractor's expense should the revised alignment conflict with future utility planning for the comdor. Ct 107.34 310.00 19'50'22' S 10. Construct the pavement in conformance with the profile elevations shown, Horizontal and vertical alignment shall be staked C2 112.98 600.00 10'47'18' S6
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JJ.f:: ~ ~ / JI w ~ f ~~i///"'""" • u ~ / ~ ! ! ` tl) by a PLS prior to construction. The Contractor shall hire and coordinate the aro~k of the PLS. The Owner's PLS shall C3 329.47 700.00 26'58'03' 16 provide bench marks and the coordinates of three properly comers from his plat survey for the Contractors use. 03' 167.84
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~ i I i r r 5~ ,..+W I r .rte ~ ~ ~1~, :;'•l"".., ! ' ~ M ~ ~ A . BU 23 AC ~ C4 254.16 355.00 41'01'13' 13 11. Provide proof rolling prior to placement of ABC. Coordinate proof rolling with Engineer, such that Engine?r may be present ~ ~ ~ r~.~. for proof rolling. 13' 132.80
i r ~ ~ 'Ci ~ ~ ~ f 1 .w. ~'J i• ~•il' r~ f _ ~ 3 a i~:• B C 8 5~ O 6181. ~ ~ , f ~ _ r j: r' r r'•' • O~ E9" 103.87
.i:.. t ~ I in i •.t•','. 'li~~:'^tr' . i ,x r :S::ir•. ,v',,.. t1, ` ` ~J 5 j 3~ G 3~ A f r V V ~l1 C6 107.16 616.10 9'57'5Y 53 53.72
>'I':%;;:P'di':i;`,;f `'i.I:?•r''•C,,:f 'JI I ~..,w-,~""''~ r~r y' i 1 Y/ i Q ~ , ~ M ~ 1 ,r ~ 1' ~ 12. Contractor shall contact the local NCDOT District Office prior to roadway consUUCtion. Construction shall conform to the C7 161.42 310.00 29'50'07' 8 NCDOT Guidelines for Subdivision Streets. All work and materials shall conform to the latest edition of the North Carolina 07' 8259
} i i, .J.~~ 1 ::'I': ~,r !y ~ r .r r ~l ~ I~ Ml 1 ,J O' • A'~ ` pI i
~`i:v r::]• .I~r:• iii.. •'~r. I'.lr;: r, i,^..i': ~a.~,`rt^.'.u:'.•..• .i, 1,,^,r::~,. !'.t 1 f ''y . ~r C~ 1 V ~l P f~ ~ i, 0• Department of Transportation (NCDOT}Standard Speaficabons for Roads and Structures. Contractor shall coordinate all C8 441.97 310.00 81'41'12' 26 required testing with NCDOT and provide the density tests, stone density tests and pavement tests required fa acceptance ~g ~8g.4~ 50p 00 2~.2~•,a• 94 12' 267.99
:.r•i,: i:r~:•~'. \•r ;:;•i:::;'': r'-M~.•,:•.i:L•i ~.'•''~•.'•S:l''.'..t. 7... , / •i, , 1 //r ;a ~ ~ .f r into the NCDOT system. 40' 94.30
~:~.;t" •r`. ,.'•!•.i:t'i~;~y5'K';3;::'• ~.,.+ww';.. `"'~.r~wr,,..,,.,1,• 1 /f r ~ ~ 4~ ^G J 1•iN• O ti/ C10 358.92 230.00 89''24'44' 22 13. Limit of disturbance must be kept within the limits shown. C11 159.08 230.00 3837'43' 82 44' 227.65
f ! i ,.._.~j~.~ f ,.....y. ,r` ...r' , ~ ~ BUA .23 AC
~r r t ~ ~ tf ~ / r ' ~:J' , f 43' 82.87
t~•+ 1 ~ ' f i 1" ~ \ tt f ~ f ; ~ ' if I ~ ¢ tJ~ 1 tar f ~ r 1 1 ~ V f ~ ! Cf 14. All concrete shall have a minimum compressive strength of 3600 PSI at 28 days. The contractor shall prepare concrete test 2 52.6 230.00 13'08'38" 26 ~ Npw 26.50
l ~ t 1 ! r > •4 t 1 ~ J `1 r l f- 1 f I ~ ' `t ; ~ N { 1 ! / •J r 0 ~ f r f cylinders in accordance with Section 1000 of the NCDOT Standard Specfications at the direction of the project inspector. All C13 468.55 310.00 8635'57' 29 equipment and cylinder molds shall be furnished by the contractor. It shall be the responsibility of the contractor to protect Ct4 148.70 310.00 2T29'OZ' 7 the cylinders until such Gme as they are transported for testing. Testing for projects shall be performed by an independent 57' 29.13 ~
f ~ BUA .23 AC P j i ( i 7+ ~ ~ r 1 1 1_ OZ' 75.81
, t ~ ~ r. : z t ' f ~ f t .rr' f~J 3 ~ 4 • Vey, nr" testing lab, at no cast to the CitylCounty. The contractor shall provide equipment and perform tests on concrete for a
J ~ ,rr t o. i :-i:,'.: 1 ~ 1 ~ { 1 J _ SIT ~ / Al ~ .,..a ..t...,..,~.,..~ a.,;....a e....4:.... ~nnn ,s~ti.. AI/~n/1T Ct.....J...J l^..~~'G~_~'___ TL... a__a_ _~_n
t r r 'r i ;•~'t' , r~ f ~ 32~ ~ I b ~~iann~~~~~~ a~uiiiN ai~~ an w~ncii~ as ucin~c~ n~ vc~.ivii iw~ u~ uic ~~vW 1 ~7WIIUGIU .7~lC1:111WUV11~. I IICSG lC~l5 Slldll UC
. ~ ~ r r i ' ~ J :rr 1 1 r_ ~ ~ l 9 ` performed at a frequency established by the Owner. Materials failing to meet spec cations shall be removed by the ConUactor.
f•. / ~.1~ ,>V:, ,,r . ~7:' • •':~f~ l ~ it I 1 ,r r r. • r 55 i r e ~ 1 i 1. k ~ L ~'7/~.~.L. ~./"rr' l j 15. Install water main with 10' lateral separation between water main and sewer main. if existing cnoditions prevent a 10'
:a: " ~ j~. .,,,,I, ..'~I....:.I,... '~:,.L':dl 1. ` f T r"'.+•...•.......... ~ l .,','.i t ~'1 r ' ~ /1 ,r> ~ ~ _ 71 / ~ E horizontal separation, install the sewer in a separate trench with top (crown) of sewer 18" below bottom (invert) of water
r r I t "•1' " f i i ~r~-....,..,, '^h ~ ~ 311 r~~ ~ - ~ ti 1 135 . ~ ~ main.
. f; ~Q : f r j ~ Jn ~ l' J ~ 1 r V " r,' f " r'` , l r B AC N 9 : r ~ & 3 ~ ~ ;.1.•• o it . -:.r... .o~ - ~C 16. Where water and sewer mains must cross, they must do so with a minimum of 18' vertical separation between the invert of
I w,/' r Y 7~ r ~ ~ P~ the water main and the crown of the sewer main. if local conditions prevent 18" separation, construct (cr reconstrud if
required) the water and sewer mains of ductile iron pipe and center one full length joint of water piping a~,~er the sewer.
` ~ J ~ .r".r' r"v C J \ + r ~ •~...r I r f i', • "tit.. ; r w,r""'^^ . r W 'ti, ' • 1 V 1
M`+ti . i:•f ' ~ . f t ' ~ , e t
.•;ts, I + •I ' ' •4 +'t::~; :~t:> ::y ; •'~"i.,. ' 1~1:~•~`:; )fir:' I I 'rV : i.l ti'•; ~.r r .,~»`~i~ ~ Y . ':.'~k : _ ~w~ :r'' '.1,'. ~:i. , w r f ~ 4
iii'' ~~i '•f •'I: •1. v. ..~.~I. . .,.~.I. •1•• ~ti~ Ih . t... ..'J;'1 :t. . : ~tl•:, : r ,I.• '~.i.r ..i..~ •t.. ..r; ~ ~ I.I _ ~S'~'r i,'i r~ j ~ r'1 I~ L "I yy. ~ , `/~l, NEWLY .EXCAVATED BASIN, EXCAVATE 1.5' BELOW EXIST. DITCH GRADE ORIGINAL DITCH BOTTOM GRADE LEVEL STONE APRON
i', '.T i r', ,I, i 'fir ~E i r„+; ' f A.. •.Y :I •'t~'~', r,l, L :1~: •r. ,I.r :Ir r.tr r'. ~r': i:i.•r:.:~+ { .~I.. I.r, 1• I.., . I ' L.. t :1' J.. .....I . i 1 /j r~' ~ S.U' 5.0' LONG, 10.0' WIDE i
s y , ~ <i`. n 1 •'t.- I:::.~•.:;:.~ :'.i ..1 ~i• ~ , 1 t .:....:.r ' 1, n SEDIMENT POOL EL. _ WEIR ELEV.
.~ti:, • •'i: / :I r ~ f• ..4. :rwl ..i• :Y+ Y .r ~ l• I.... ~~'i':;'. ?t.+ •'r~. ~"~i I':.i ,I.r h ....I.; I • 1.•.1..•. i i r I i ~ ~ 'L l,t.,, r~;' ' °''y!4.~ _ ~ ~ 1 ~ 1. r + 1 • t ~ ~i r ( / / ~ ~ ,'.;~'i mow, r '.:~~(:,I~.~~~'::, ~•~,~i~:~'i r.',:'.!' P r , , f/ ~ ~ , ~ r 1.0' MIN.
6 3 "t. . ;t %'4M tr f :J'~'`';~,t:;'•''•~~'•;'~'. ,5j ! / 1-0r" r ,r• , \ P r { ~ ~ 3 ;.Yrr.. ( ~ ~}~y,~ ,T:~:::} r I I f !f ~ .o.'~ 'J ~ ~y^ y f ' j ~ .•1 t . ' 1 .J ~ , , ! l p~
.I..~•.. , ~'~~1: ' ` r,~`,, I, I ,~,f r f,. L .J r" . .t { ~ r • it l 7 / { 1 - 0 ~r r :::t•' '''y ;r 1 , ''f A 4 2 3:1 ~ 3:1 4.0~ i
::,I::: S ..w n G.. f r%~ ~ r 5v 4 't R CSC : ~ - ~ ti .3: w f • ~ r 1 - ~ r i i ` y t t 1 f•.' ( r~ :•r: 1 ( f~ r ( R•" - 1 ( f G ` FF , S ROCK CHECK DAM SET SEDIMENT CLEANOUT STAKE ~ Q C
~ . I. .i4 t,~ • j:. S ;'•r::'::i;: ' I~.. • I .I, .I. . .'.....I,. 9 8 f .I ~ L , ) 0 0 0 0
?I , , •:1:'. t I '•:1:. I~. :'.s. ~ ,.:I...;,., N:;, 0 0 ~
1'.'S': . . t. ;':wry ~'.i•r • . • i' 1. ' ' . 1. J. . • , . '.'::::'l.':' .f ;•'y: .I(.. .tr :...:..I..:.~ ...I, I, .:i: . t.::::.:. . t . •.I ..I. • ' 1 \ r I,r i ~ / ~ w...,y r l 15.0'
''I:: : i7 J' F 'r •Ix. 1 1:.:; .:.r•, :I1ti :I .Ir ~t. x.11:!: is i+ ;.i 'i.i~ ...5 .i.. .I .1.,•1 :~•l.,.I•~~ ..~t:' i; rt ..•1..,••~::.ii.^'i:~•;";i:..'••::: :~~i,.; ,..r. .;.r +'i' ~ 1. r I :'S'. . ~:I,. +T~ t t'• ".t~ . • n 1 t ~ ?.1 . f P Y f ~!~j~'~ V . 'Y`.~ { 3 s S: - i .r.;'.: i 1 . ~ '1 I r i. ~~y. ~ 5L y,... ; ,,,r ~ ~ +.,y: r; Iii .r• ~ :i `ti 1 yF.•. i :1'." .2 C h +j B 4A r ~ •~S T Jy 'j f t FILTER FABRIC CLASS 'B' EROSION CONTROL STONE
' - 1.' " 1 ~ •.I .r :1+..t,.. ..t •.1 I .5.. t• •'.1~ .1'. ~:t .r~ ,'i'; ail'' .t.: •••t•. '•I'. .1 ' ~ :rr.:, .'t'-' . ,:1;,..~ C. ~ l i 1 t ; t. k ..4 L r• ~ ;Yf . '''i• , . , , .1.. :`Ir..i:, ~k i': "t"~ • t } 1 S 1 y G ti 1
•i. . t.. •r. ,i • • .I~' V i t t ~ ~'1 Z i "r ~ 1 f ti Bu ~ a , ..~4~ 1 i z ~ `r '1 AC . it ' ` „r Y ~k `I\ b .t
:'i'~:1;::r,: ..i~_ iii t:; iC:~~' ••yi::i~ :•'il~ .1 + ,.h'. ~N ~ ~ "h, t` S 1 T t:'•" ,1 t tt 'l V ( 2 CROSS SECTION SEDIMENT STORAGE
~'I: ;r5 ;~ti: ;i .;~ti. ~ ..r.+..w t. 6 , ti•M ~ j Mr, '•h :::r ? ` ~'..~•:r:~:. f • 1 r ..1..,.. ~.1 ,1 1 t'R 1 ~ /I , ' . ..1 .f 1:~,. . . 1 Ir 9 . , ~ ~ 3 a ( PROFILE VIEW OF ROADSIDE DITCH ) SEDIMENT TRAP BOTTOM DIMENSIONS 15' x 2', SIDE SLOPES 1.5:1,
;':1.•;:'•:.ti::}~''.~i'y ~.,~':i is ' F ' J ~ ~ ~ O ~8 V i n~ J i P f - k~ 6 P .1 r~ r` ~r: t P :i:. .~r 1 9 ~ ' .1. t \ G ..1..•.i••,.;,,..,r.r....,,},...i~~:;• ;.I :::'f .:.I'.: ~.1 ~.:.~•r ,•,Y -,.......W ~ • Y r rim :~.k.:;:. VOLUME 216 FT 3
r h , ~h . • . ~•r . ~4 ._:i. ,,r;:., iv;. ..,,ti .`:y'. r' t .5'
:r } . .1 . r.. . . l..~ { r ~'t.': f 1 rr 1 i. . ~ . ...1,~ ..I S'.• ~ t {'1•::.'..~: 1 : i5 • ' j •.~1~'::.'\.:.~: • . . 1,• y~ is r:. ~:fr `.'y~, „ f ...is CLASS 'B' EROSION CONTROL STONE FILTER FABRIC
• l:: Y. ~ t: ~y r. . 5. . • ~ ' ~ n....... ~ / 'r . y i 1%. -...,•r..,t~ 'ter ^."""-~^~'C~ t Y NATURAL GROUND
1 „ :i:• z. c ~r .n. .:,T , ~ +'v',. M; _ •;x; . r' -w, T J;^ ~T:.; • / Y _y Z 21 " MIN. Y m Y 6.0' EL 366.5
w,y, ~ i : ~ . . . .....c. , - • x . . . ci.. "'+yi :;1. i.: ' . '..w.. . r . - •.s • .,r. . , . i .
• i• • . , 4 . 1Y. • :l:•:: . . ..t .r' •.4':: y..: • f: ~y~; _ • •t . .:[.i ~ :iiw! : v ; J+., . f.. rY'•: . `:r. . - m ~ a ~ o ~6`o v
r . . :.r.... ;.x r . • - .r. .a' . r _ _ r .F: t. Via: ~ .q.•• S . ..;:i: 4, r . ~..:.:.s....:::..:... . 4 . • ~ m O MIN. ~a ~~CC7~o
r . r . ;~;i..: } t t , t 1. ~'t . .,Y, W `n cn 3.5 $ 1.5:1 SIDE SLOPE W w 2.5' DEPTH
, . r z • •".l <<,_ . . ~ STORAGE ~o~ ~
f '.P ~r . ::'t , ' . . . A i. .
:'ai Pw• L.• ~,L rii _ _ _ :I. 2•~~ NATURAL GROUND STONE SECTION
'::Y'~: ~ ,y., !,G'; ~1t .r :•~i • . . 14 E' :'1 ~ ( AS SEEN LOOKING DOWN STREAM )
~i + !r} ,l 41t:::• :y ~r +f:.' . . V. . .'1. j'. TST -TEMPORARY SEDIMENT TRAP DETAIL
/ 1 :.1::: _ ~ "I ~l .'i7.'; ~:::~'j ,,'ryr •:K TYPICAL FOR ROADSIDE DITCHES
• • s r.. ~ ~ . . :,:X.. ~ ~:ii ! . : Y.• • _ '.1 y :f l: ~~~:1r k. :4 'I t 1:1 ,~,a 1. CHECK BASIN AFTER EVERY RAINFALL WHICH CAUSES FLOW IN ROADSIDE DITCH.
'.1 1 t'..: . ,j'+ ::I: t: 1~: •1~:'::'.:':::: :!y:. 'r "t': l . i:::''::.:.:':'.: r:: 2. REPLACE STONES WHICH ARE DISLODGED.
1•, :j'• ••';ti' 3. REPAIR ERODED ABUTMENTS WITH STONE. 4. WHEN BASIN IS 1 /2 FULL CLEAN OUT SEDIMENT AND DISPOSE OF MATERIAL BY
SPREADING AND SEEDING OR INCORPORATING INTO BACKFILLING OPERATIONS. 5. AFTER THE SITE IS STABILIZED, THE BASIN MUST BE REMOVED AND MATERIAL
DISPOSED OF IN ACCORDANCE WITH THE SEDIMENT EROSION CONTROL POLLUTION
1 ACT. 6. PAYMENT SHALL BE INCLUDED IN THE UNIT BID PRICE FOR OTHER ITEMS
UNLESS SPECIFICLY REQUESTED BY THE ENGINEER. SEE BASIS OF PAYMENT FOR PAYMENT TERMS.
1 t
PR MA A R. TAT EAL • ~t ~ ALE: L ~ ~ IP PROJ. No.: 20060094A10
HI F 1 0 w NC LAND PARTNERS, LLC DATE: 03/03/06
REVIEW D Y: D T B E ti • / a r ~ ~If t Q A P VERT.. 1 1 0 0 A
i ~ ~ DATUM: FUSS & O'NEILL CARAWAY C~(~VF.
JVI:7~ ! '7480 HORZ.: e•'~~Q4~~~'~ ` f 100 50 0 100 w Disciplines to Deliver
PRELIMINARY SUBDIVISION PLAT PLAN 3 OF 13
Fet n*Mbs ~;17-41nel No. DATE DESCRIPTION BY • ~ t~~ ~ 17480 ACAt^~ ~ ,oo
TODD ALAN TRIPP LICENSE No. GRAPHIC SCALE 610 LYNNDALE COURT SUITE E, GREENVILLE NC 27858
REVISIONS "L 252.355.1370 www.Fando.com PAMLICO COUNTY, NC NORTH C .TH CAROLINA

NOTE: DITCH GRADE TO
ALLY NOTED OTHERWISE "GRADE TO DRAIN~~ C/LCURVETABLE LE CURVE LENGTH RADIUS DELTA TAN LEGEND
C1 107.34 310.00 19'50'22" 54.21 OUTLET PROTECTION
C2 112.98 600.00 10x47' 18" 56.66
C3 329.47 700.00 26'58'03" 167.84 ROCK CHECK DAM
C4 254.16 355.00 41'0113" 132.80
'c~' DITCH FLOW DIRECTION
C5 207.71 5000.00 722'49' 103.87 ~ C6 107.16 616.10 9'57'57' 53.72
DITCH CENTERLINE
C7 161.42 310.00 29'50'07" 82.59
C8 441.97 310.00 81'41'12" 267.99 DITCH LINING
f
'q ~ } O. O C9 186.41 500.00 21'21'40" 94.30 WATER SERVICE
~ Y 'M O C10 358.92 230.00 89'Z4'44' 227.65
QJ C11 159.08 230.00 39'37'43" 82.87 ~ P S ~ `p~ c~2 s2.~s 230.00 ~~os'3s• zs.so PREFORMED SCOUR HOLE
PREFORMED SCOUR HOLE ~'c 0 C13 468.55 310.00 86'35'57" 292.13
~Oo -SEE DETAIL, .SHEET 11 OF 13
~ ' S49°3 '46"W TRUCTURE 1 ~a = Q,o = 3.25 cfs W = 4.5' ~ ~O c ~ C14 148.70 310.00 2T29'02" 75.81
6 .0 0 ~ 55LF NEW 15" RCP W/ OUTLET PROTECTION L=10'
INV. IN 20.8 INV. OUT 20.6 Sa
¦ ¦ '~c'
~c~ STRUCTURE 2
~ ; ~S 9 y~y - g/~c} ~ 1(' 'h 1, Y ..P + 'Y~rBF. i t t. ',,h ~ ti ~~_.._7~ 45LF NEW 30" RCP W/ ENERGY DISSIPATOR
SPK AT lNTE EC ~ ?4`~..,,~~~ ~2~,~ OF MARVlN ELD ~ ~ ~ . : SEE DETAIL SHEET 11 OF 13
AND SEAFA ER A ' , ~~S ~,.~r .t 11 .4.. .ter"'- f 4 T rM~wt t . ~ ' . ~ . ~ . ~ ~ ~ ' ~ • ' ~ ~ I NV.dt~l: 9.00 I NV OUT: 8.78 .
i~ 1 r t 1 •i i ) I 1` ! . t ~ • ~ • r . .
N40'26'14"W. o ~S d ~ 1, w h..,,.
~ RIGHT-OF-WAY /LIMIT
1S j , ~ - ~ OF DIS RBED AREA
• ~H L~N1N~ REQUI~tED--.._~`....,w,~ ^ , 5 15
.DETAIL, SHEET 10 OF`-11~~_~ • ~
O V/
~~S a
DITCH LINING REQUIRED d~5 r'
SEE DETAIL, SHEET 10 OF 11 o ~ ~ ~o ~ . _ . .
0
a a Z~ s 0 ~,S d~5
RIGHT-OF-WAY /LIMIT DITCH LINING RE OF DISTURBED AREA SEE DETAIL, SH
NING REQUIRED
AIL, SHEET 10 OF 11
1. " ~7
~ ,
200.00' VC 200.00' VC 450.00 VC 250.00' VC
LOW POINT QEV = 23.75 LOW POINT STA = 2+33.33 HIGH POINT ELEV - 24.67 LOW POINT ELEV = 13.05 M HIGH POINT ELEV = 22.95
i, ~ PVI STA s 2-F~ O ~ °o coo HIGH POINT STA = 5+22.22 LOW POINT STA = 10+91.62 ~ ~ HIGH POINT STA = 15+36.02
~y PVI ELEV = 23.50 M ~n c~v PVI 5TA - 6+00 0 ~ o a'~o, o`no, PVI STA = 11+30 ~ m + ~ PVI ELEV = 9.10 ~ i PVI STA = 15+03.30
~n v A.D. = 1.13 vi ~;.i ~ ELEV = 25.00 ~ N ~ ~n A.D. - -3.37 N W PVI ELEV = 24.91
K = 177.78 ~ ~ K 59.26 ~ ~ ~ KD= 62.21 ~ v U ao A.D.-6.71
28 K = 37.25 28
__..w,__._ - 1...___.T._.~ 28
26 _ _ ~ _ _ 24 ~ 0. X _..____N_. ___._...~g..
-2 _ 26
0. X i r ~ _ _ ----..__~4.. 0% A _M._ _.r 24
w.._.__._. ~
-----~'.g-
~ ~ - EL. 1.04 22
20 ML RAD-E 20
55LF EW 15" RCP DIT H LEFT RIGHT
18 _ _ _.__.,..}8_. ~ ~ W _ _ _ _ _
16 - _ _ 14 - _ _ _ _ _ 12 .w.._ R___ w. 10 ,W. ~ 0.____q g _ _
~.._...w...._. mfr 16
'~-q?~ --w-w. 14
12
_w.__ _ _ _
i 10
g _ _ _ . 6 .Y~..v._...._...._,__ i ~ _,__....,..__.r ...,.,..._.....~.._.,j.,._~.....~_..,..~.__
~ _.._~~...8_ 4 _ ry
S--
4 _ - _
2 _ _ 0 y . _ _ _ _ _ _ _ w _r_.._.. _ w_..~_._.._ _
~ s
DATIl~! ELEV ~ -2.00
O OtMO ON OO~i O~ O~ r-O~p 00 ON ON O~ OtMp Ot~O O~ ON NO O~ O)O ~O t0 M O~ t0 N ~ h ~t N I~ t0 ~t0 OOh hr- 00 OM') 00~ 000 t0~ ~A~ t0? mOf to 00 M to O~ O O"
EAU') dd d~ dM dMj d'M tM dd' mod' N N N N N N N N N N N N N N N N N N mod' d~~ dit d~e} X17 1M~y 17p Opj OOh ~DCC NN NN NN NN NN NN NN NN N.- r-~ d'~ MM NM N?M NM MM MBA ~Atp hOp p1O ~r N'1 NcV NN NN NN
0+00 1+00 2+00 3+00 4+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
PROJ. MANAGER: TAT SEAL
CHIEF DESIGNER: SEAL SCALE: Iil 1! PRQJ. No.: 20060094A10
REVIEWED BY: DATE NC LAN D PARTNERS, LLC DATE: 03103/06
:~~~oR~~A S/~j~~~'~,~ DATUM:
FUSS & O'NEILL CARAWAY COVE
17,~ $ VERT.: IqW.W Disciplines, to Deliver
f Mir, 3/7,6,01 h I r PRELIMINARY SUBDIVISION PLAN
No. DATE DESCRIPTION BY %rf~~rS••:;Clhf~~:~~''~q'~,~~17480 50 25 0 50 r d ti 4 of 13
REVISIONS q L 0 TODD ALAN TRIPP J 17 LICENSE No. 610 LYNNDAIE COURT SURE E, GREENVILLE NC 27858
IkilC SCALE 25 252.355.1370 www.Fando.com PAMLICO COUNTY, NC NORTH CAROLIN ZOLINA

LE~Np C/L CURVE TABLE
CURVE LENGTH R,gDIUS DATA TqN
C1 107.34 310.00 19'50'22" 54.21
OUTLET PROTECTION C2 12,gg spp.~ ~~.47~~$» 5s.ss
~ 329.47 700.00 255g'03' 167.84 ROCK CHECK DAM C4 2,16 3~,~ 41•p~~13' ~32.eo
DITCH FLOW DIRECTION ~ 207'~~ 500 •0° r~'4s' ~o3.s~
C6 107.16 616.10 9'57'57" 53.72
DITCH CENTERLINE C7 161.42 310.00
29'50'07' 82.59 n + s'
DITCH LINING ~ 441.97 3to.o0 a1.4t't2' 2s7.sg N ~ ~ A a' f,,; ~j'
WATER SERVICE C9 186.41 500.00 2t•2~~,4p• 94.30 ~ , t%'
P C10 358.92 230.00 8g'24'44' 227.65 S C11 159.08 230.00 39'37'43' 82.87 Q~ ~ PREFORMED SCOUR HOLE ALVIE E. LEE, ETALS ~ ~ x,;' r' f,(~e ~'f ' { ~ f"~~ ~:5t P• f'Jf p 3
~ fr°~ r`1 ~ ,r'' ~ 4 11 r'' ,r~ ,F - ~ r.j .1 1 T f
C S ~ ~ rte. J" .i~ r/' • ~ ,f• rf J~ r j' ~ i .J
C12 52.76 230.00 13~pg'3g' 26.50 - p' _ y. ~ ~ '1 r' ~ / ~ ,,.r" ~ r rt
C13 468.55 310.00 86'35'57` 292.13 ~ ~~+0.7E~9q ~E 4a4 ~ o r~ ray ` 1 E a 1 f~ .f'
C14 148J0 310.00 2T29'OY 75.81 ~ J ,,..r ,.,r rte- ~ r . ~ t J' - r •-r r r
f % ~
/!N` ``l.
~ ~ 1 E ~ ~,.:,.r' ..1,. ~ ,r,,,,}
"r { t J,,,,.r ~ / ~ RIC2 OF-WAY /LIMIT ~
RIGHT-OF-W OF DISTU .r r' ~ ;,,s +~+'*'M ~ 'j, OF DO URGED AR
•r h s ti, r \ 1 i~ \ / ! ~ r
f ( t \ ~tl iii t
i ~ ~ f • • • • • / t~ ~ ~ ,5 r ~ ~ ~ i
~ ~ 'ti
J • w'' > ; ~ k,w.,.r...."t ~ . ~ , / tt V1 t •tiN~ ,t, • f
1,,~ r, 1 f ~ _ ~ ~ f 4 A . t • J f ~ mow. 10 ~ _ S - ti F
RDA - . . . r ~ • N T I O~
• r ~ ~ M t W. , _
~ ~ 1. ~P
NjAg, X60, pvg r
~ . o .
60' R/W SEE 1 1
id = CS i
o I ~ f ~ o
r
` RIGHT-OF-WAY /LIMIT ~ 0 r I J
• ' , • a .,~-''"~'f~ " OF DISTURBED AREA • f J p J '
c~~E IG
E
L » . ' W 18" RCP
LPF PROTECTION L=20
ti i 16.6 INV OUT 16.0 \
t

1 1 i ~ ? ~
~ / f ~ . ~ i
' ~ ~ ~ r t 1 r- /
/ ~ r f ^r tr
.r'''r~ 1 11 r''~

r f
~ ~ N • ~ ~
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f ~ tp W ~ • U ~ L~ POINT ELEV = 8.23
0~ U LOW POINT STA = 23+95.97
li! U PVI STA = 23+60.07
U PVI ELEY = 3.68 Q 0 e". i
A..,.r..._w AD. = 4.55 K = 177.16 N d' -f- to N I~ t0 •
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20 +00 2~+00 22+00 r 'd' Q • t0 Ib O M ~ N oD N r- N ~ ~ In
23+00 24+00 ~ I~ d' 0~ 00 r- OD t0 rr- ~ 0! QO ~o
25+00 26+00 2s+ 40 N a )
P . A E . T T 27+ 00 2s+ 04
E A t E SEAL 29+ QO 30 +04 31
V _ E D B Y • D ~ T ~ ,~~t111~~1f~~~ ~s~ SCALE: +00 32+00
'(H AAA 'a
.4 •
IIAT~ _ TAD ~ t t r~
No. ATE u tvla ((~~ll r x R r v"nV ~ ` urn I VM: •~.•v. ZuubUU94A10
DESCRIPTION • BY 17480 409 ~ HORZ.: DATE: 03/03/06
REVISIONS ,~f0~•. ~y VERT.: W4AF FUSS & 0INEILL 1 i j ~Ll`~' LLB, Disciplines to Deliver CAI'' AWAY COVE
~ 17480 50 25 0
TODD ALAN RIP 50 PRELIMINARY SUBDIVISION PLAN
LICENSE No. GRAPHIC SCALE 610 LYNNDALE COURT SUITE E, GREENVILLE NC 27858
252.355.13 ?.355.1370 5 OF 13
www.Fando.com PAMLICO COUNTY, NC
NORTH CAROLINA

LEG D LEGEND
OUTLET PROTECTION
ROCK CHECK DAM
> DITCH FLOW DIRECTION
D - DITCH CENTERLINE
i. ~ p f• t DITCH LINING
f 4! ~1 . ~t 1` S .1 - WATER SERVICE
!t ~.t i t E j
r ~ •w~,. ` 1, ;
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. . • .M,~ V~ ~ V ~ ~ 1y t n V 7 ~ ~ 1 0 5 V ~r
~ ~ ~M~ 0 ~ ~ ~ V O ~
i ~ l , ~ V / ti f n S V t a. C/L CURVE TABLE
~ ~ e ' ~ ~ `ti ~ ~ ,'f ~ ti ~ ~ - O 1 ~ ~ ~ ~
~ ~ i". r, wry •,~.w+.~.w.^n ~..^L~""`"" .,..u... , • . , ~ ~ . 7~6g. • ~ 1. ~ ~ y CURVE LENGTH RADIUS DELTA TAN TAN
~ • ,f ,~,-....~..,.,,w...•w . .y ~ . f ry1 Ct 107.34 310.00 19'50'22' 54.21 54.21
W,,~ Q ~ `~r. 'ro ~ ~ ~ ~ti C2 112.98 800.00 10'47'18" 56.66 56.66
~~L ' ~t ~ ~ ~ ~ ~ ~ • ~ ~ ~ Z., ~ C3 329.47 700.00 26'58'03' 167.84
~ ~ V r~ 167.84
} 4 0 ~ i 1s C4 254.16 355.00 41'01'13' 13280 13280
~1 1 1 ~ t _..-r i i C5 207.71 5000.00 722'49' 103.87 103.87
1~ 1\ _ C6 107.16 616.10 9'57'57" 53.72 53.72
~ i 1 ti; ~ C7 161.42 310.00 29'50'07' 82.59
1 f ~ ~ i ~ 82.59
`'r, ,f, .,...-m...,....~: f . ~ C8 441.97 310.00 81'41'12' 267.99 267.99
r,. r~'•, i .n, ~ c, i ~ C9 186.41 500.00 21'21'+0' 94.30 94.30
f; y C10 358.92 230.00 89"24'44' 227.65 227.65
r~ i ~ I t ^r...- C11 159.08 230.00 39'37'43' 82.87
ti ~ ti 1 i ~ f ~ ~ " 82.87
l,. ~a C12 52.76 230.00 1308'38" 26.50 26.50
~ \ ,~r ..,.r. ,,,.r/ ~T ! ~ ~t, w. I ~ Ct3 468.55 310.00 86'35'57' 292.13 292.13
r ~ f y ,,t, ~ C14 148J0 310.00 2T29'02' 75.81 75.81
i t A ~ ~
1~ f ~,,`y ~ f ' ~.,,.,,,.r 1
~ f'~``.. ti~ 1 / r` 1
~ II I r I ~i ~
\ ! "
-500.00 VC
PVI SiA = 32+16.10 0
PVI ELEV = 21.42 ~ N
AD. _ -1.73 c~
K = 288.70 M . t,.i
U
30
- - - - FILL WILL COME FROM A MINE APPROVED BY NC LAND QUALITY
28 ~ _ _ _ ..._---i6. 26 ~ _ - _ . Fl ISH GRA 24 ~ --gg . n
28
H GRA ~ E _ _
._--Q..3~
~ - 24
22 S71NG G E _
~ _ g.. 22
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.Y 20
18 ~ - _ _...__.M
18
s
14 ~ _...u _ - - _ 12
- _ --14-- i
~ f ~ y
10 __._Y._ 6 - - 4 - _ 2
_ S__
- _ 4 4
_ ___.Y _ 2
0
1~^ OlN Ot~G dC^f~ NN QM 0
N N N N N N ~N NN NN NSV ~`1N O M OD OD ^ N
N~ NN NN NN NN t~
32+00 33+00 34+00 35+00
36+00 37+00
PROJ. MANAGER: TAT SEAL rsttl ~1 ~++i~i,,
CHIEF DESIGNER: ~,~~1 ~;A,~jQ SCALE:
REVIEWED BY: DATE ~ NC LAND PARTNERS, LLC PROJ. No.: 20060094A10
DATE: 03/03/06
~~.,L DATUM:
7480 HoRZ.:
VERT.: W4WDisci w ~1. 'I .i~ZLL I;AKA W A Y C;U V~ pline.: to Deliver
No. DATE DESC IP ON BY REVISIONS PRELIMINARY SUBDIVISION PLAN
17480 50 25 0 50 ALAN rn6ii!!%iiw~
f. fill TODD ALAN TRIPP LICENSE No. 610 LYNNDAIE COURT SUITE E, GREENVILLE NC 27858 6 of 13
~C ~ ~1 GRAPHIC SCALE 252.3 252.355.1370 www.FandO.com I'AMLICO COUNTY, NC NORTH CAROLINA
LINA
- -

SEE SHEET 8
. M'...~ /s ' e~~+ ~ ~ ~ ~ ~ f f ~ ~~r~++~n~rww.~wrw~. ~ FOR OUTFALL
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TABLE RVE L .w 3LE '4 t ti's ,t tR ,'.`'""'.w....,
~ ~ r'.. i i f t "RIGHT-OF-WAY LIMIT
7 34 310.00 50 22 C1 10 , 19 . f • 54.21 95022 1 y -w "`~,.-Y 'OF DISTURBED AREA
V ' ...M.. ,r" ?w' J~ ~ ~ rf 600.00 16 C 112.98 10'47 2 f ~ ,66 ~ 56 0'4718 ~j1
1 f M 0 . .
. ~ 3 9.47 700.00 6'56 03 C3 2 2 167.84 .6'56 03 f k. 1 ~ t l ~ •
? 1 M 54.16 355.00 410113 C4 2 /f, J f./ • " ? f N F 132.80 , . X101 13 L 1? 6 ti ' ~ y ~ Q ~ ti , ~ ~ ~
i 7.71 5000.00 22 49 C5 20 Z' f~ a 103.87 0 2'22 49 s ti, ~ ~ ~ ~ ~ ~ to
i ~ 6 107.16 616.10 9'57 57 C f o 53.72 9'57 57 t o- . . ~ - 1 Q ~ a ~ 1 If r ~ s
_.~.w-~ r ' ~ 1 f ? ~ ~ c ~ • ! f• • Q ~ ~
r" / V (~7 161.42 310,00 29'50 07 ^ _ ~ ~ ~ ~ J' n V ' ~ 82.59 .9'50 07 j ~1*w 1 J fr f'
? f MCI • 441.97 310.00 141 12 C8 8 0 ? f M 267.99 5141 12 ~i • ~ r
• • 1 6.41 500,00 2 2140 C9 8 1 f w 94.30 .12140 • •
• • • . • 1f `M. . O r r ~ f » 2 e ~ 1 358.92 230.00 89' 444 CO 2 f » 227,65 39'2444 0 V O
• ~ i„ ~ . ' Jay,,,.. • e,,,~ f r o- f r ~ • ~
• ~ C11 159.08 230.00 39'37 43 82.87 ~ 59'37 43 • 1 26
• • J , f • ~ 1 52.16 230.00 13.0838 C2 o 26.50 13.0838 o~ •
yr, • ~ 13 468.55 310.00 7 C 86'35 5 s f» 292.13 , ;r--~•~. 36'35 57 • Q J
4 f M ..r 4 148.70 310.00 29 02 ~ r' f M ~ ~ ~'t 75.81 r - tT29 02 ,rte ~ Oj p, ~ ti V' ~ j
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200.00' vC
FMGH POIftT ElEV • 20.E HIGH POM STA = 1+48.36
PVI SU = 1+00
8 A Pn Q~v = 2.00 0 o ~ A.D. ~ -1.63 N H
N ~ K ~ 122.81
s 1
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22
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DATUM aLBI'
0.00 ~ ~~1 ~ ~ ~ ~ M N m~ M~ 17 N O ~ ~ O t0 . ? . O 'f M M O O r- A Oi cD O 1n O OQ r, ~ .rh . O n ap ap 00 ~ 00 00 ^ ? t M
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N ~ ~ ^ 11LJ N.J NJ ~ 4V N N ~ N ~
r- N N N N 10+00 15+00 18+00 13+00 14+00 11 +00 12+00
0+00 1+00 2+00 3+00 4+0~ 8+00 9+00 5+00 6+00 7+00 D
. PROJ. No.: 20060094A10
PROJ. MANAGER: TAT SEAL ~ t ALE: ~r DATE: 03/03/06
CHIEF DESIGNER: ~ ~ f ~ r ~ ~ .1 RZ. H ~ ~ r f ! !
REVIEWED BY: DATE ~ 1„T ~ I :1"=5' VERT. t
T DA _ .
17$80~ g HORZ.:
Disciplines- to Deliver 101 PRELIMINARY SUBDIVISION PLAN N 7 OF 13
~yM 4~:i`~xll`~F%~~':`Q pew" VERT.:
;D40 ~LAny50 25 0 50 17480
No. E DESCRIPTION' BY "NJ 610 LYNNDALE COURT SUITE E. GREENVILLE NC 27858 ARoLINA
G TODD ALAN TRIPP LICENSE No. 'GRAPHIC SCALE 252.355.1370 www.FandO.com PAS-ICO COUNTY, NC NORTH CAROL
REVISIONS l m6m

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C/L CURVE TA FILL WILL COME FROM A MINE APPROVED BY NC LAND QUALITY cuRVE ~NCm we,oius
C 1 107.34 310.00 1
C2 112.98 600.00 1
C3 329.47 700.00 C4 254.16 355.00 C5 207.71 5000.00
C6 107.16 616.10
C7 161.42 310.00 C8 441.97 310.00 INISH G DE C9 186.41 500.00 _ ~ _ g. C 10 358.92 230.00 C 11 159.08 230.00
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20
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_w XISTING DE ~ _ - ~ C12 52.76 230.00 M _ v~ ~ C 13 468.55 310.00 ..k. 2' B OTTO M'
16 - - WIDTH
14 - ~ _ _ _u..__ C14 148.70 310.00 APICAL SECTION
12 -
10 - - ~ - - - w g..
_ w. g -
8
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DATUA! ELEY
5.00
~N O~ Op~j ~C~p Qt~D ~M co ~ ~ ~ ~ ~ ,ci T cd ~ Sri ~ Sri

o+oo ~+o0 2+00 3+00 4+00 5+00
PROJ. No.: 20060094A10
PROJ. MANAGER: TAT SEAL L,,,~g~iL~'t*Fi, SCALE: DATE: 03103/06
CHIEF DESIGNER: p`;,~ } ,~sr,n HORZ.: AS NOTED
REVIEWED BY: DATE ~ ~,e~ VERT.: AS NOTED r ` ~i: e~
,Ar.~i`rs'_.: a DATUM:
War- t HORZ.: "r!WW Disci lines to ve[ver p PRELIMINARY SUBDIVISION PLAN
s~ 1748~ VERT.:
Aft w 04 50 0 N 8 OF 13
A41 50 25 0 ~ ~\Q`d` 17480 ALAIA 610 LYNNDALE COURT SUITE E, GREENVILLE NC 27858
BY OI~ No. DA E DESCRIPTI TODD ALAN TRIPP LICENSE No. 'AROLINA
REVISIONS GT~PHIC SCALE 252.355.1370 www.Fondo.com PAMi-ICO COUNTY, NC NORTH CARO

PAVEMENT MIN. OF 2'-6" FROM TOP OF SLOPE OR FINISHED GRADE PROPERTY )PERTY LINE
EXTEND TO PROPERTY LINE WHICHEVER IS GREATER.
~ ~ 1'-7"
VV/
III-I I 1-III- I - =1 III-III-II~T=III=I ~~T=1I I ~A
NOTE. vnLVE
THIS HYDRANT MUST BE PROVIDED iz°
~///~~j~ DITCH MIN. ~1 WITHOUT A PUMPER NOZZLE GRASSED ARE
' PAVED AREA . 6,. 6 1r
\\/%\\~i i 3~~ METER j/\~j/ a ETER • •j - jr /
~ I~tETER STOP
4 ~ ~ ~ 4„MIN.
24" MIN. FROM THE (4R E CHUPPORTS SEE DETAIL
BOTTOM OF DITCH HOUSE SERVIC BY OTHERS SERVICE fERS MINIMUM 3000 P.S.I. CONCRETE
III-~ ~ ~ ~ ~=1 I-III-I 1 I-I I i
COPPER SERVICE TUBING LENGTH AS REQ'D
3'-6° BURY U R Y 3g"
VALVE AND VALVE BOX 2 CF TH 'ALLEO BY UTILITY Z CUBIC FOOT~~ ~ / THRUST BLOCK DETAtL
CORPORATION STOP NOTE PRECAST CONCRETE COLLAR
-o v AIN HOLES VALVE
KEEP LINE SLACK METER BOX TO BE FURNISHED AND INSTALLED ~ CONTRACTOR. SERVICE SADDLES SHALL BE USE ALL WATER LINES 4" AND SMALLER. BE USED oN THRUST BLOCK r r f
~ SERVICE SADDLES SHALL ALSO BE i1SED ON 6" ON 8" AND LARGER / TEE I HYDRANT DRAIN
SERVICE SADDLE PVC RATER MAINS WHICH DO NQT MEET THE OF AN1fA C-900, CLASS 150. THE REQUIREIfENTS WATER MAIN J L 3~4° TIE RODS DO NOT BLOCK C K NOTE
VALVE HOX SHALL NOT HE INSTALLED
MINIMUM COVER OVER SERVICE LINE SHALL HE ALA BE Z<••. BACK TO MAIN 2 CF #57 GRAV N SLOPE OF DITCH. ~ A VEL IN CURB AND GUTTER.
DETER BOX SHALL NOT BE INSTALLED IN SLOP WATER MAIN VALVE BOX SHALL BE IN ACCORDANCE
KITH MANUAL.
VALVE BOX SHALL BE CENTERED AND
PLUMBED OVER VALVE.
N0. DATE D AREAS WITHOUT CURB AND GUTTER DESCRIPTION FIRE HYDRANT ASSEMBLY NO. DATE DESCRIPTION
i" WATER SERVICE DETAIL FOR NOT TO SCALE VALVE BOX DETAIL NO.
FOR VALVES SMALLER THAN 12"
SHEET D1NG. NO.W-2 SHEET D~YG. N0. ~V-7
1 OF 1 DATE 3-12-99 1 OF 1 DATE 3-12-99
RESULTANT THRUST AT FITTING AT 150 PSI WATER PRESSURE TYPES OF THRUST BLOCKING
PIPE YIN. LENGTH OF RESTRAINED PIPE LENGTH OF RESTRAINED RAINED PIPE
DIA. FULL PIPE TOTAL POUNDS ~ PER SECTION 3.4.6.9.1 PER SECTION 3.4.6.9.1 ,6.9.1
LBNGTH3 NOM. DEAD 80° 45' 22-1/2° 11-1/4° I- ~ ':Q.,~p ~ ,~:hr,: q~p~ 'F~ -
8.. 2 PIPE ,.•p..a~,, • , DIA. END BEND BEND BEND BEND - ' ~.D ~
8" 3 4" 2,700 3.800 2,100 1,100 530 - ~ ~ ~ M.J. 45° BEND (DIPI ONE d0 ONE JOINT OF DIP
lo„ s 8" 5,600 8,000 4,300 2,200 1.100 ~ I~ ~ ~ (t; - 1P/ MECHANICAL RESTRAINT -
1~„ ~ 13.800 7,400 3,800 1,900 O 8" 9,700 DEVICE ~.J. 45° BEND (DIP)
'`~~j~~~~ ~ t- ~ 1?/ MECHANICAL RESTRA ~C DEVICE RESTRAINT
10" 14,500 20,500 11,100 5,700 2,900
12~~ 20,500 29,000 16,700 8,000 4.000 • D'.
14" 27,600 38,000 21,100 11,000 5,400
NOTE I .r I~
PLACB CONC. BLOCKING SUCH THAT IT l/ILL IB" 35,700 50,400 27,300 14,000 7,000 STORM DRAIN
NOT INTERFERE 1fITH REl[OVAL OF BOLTS. 3" PIPE 18" 44,800 83,400 34,400 17,500 8,800 ~ : 20" 55,000 77,000 42,100 21,500 10,800 ~•rs=. +''P 12" MIN.
NO SERVICE CAN BL INSTALLED ON THB 1[AIN . P,- .t0'
HET~EEN THB INLINB GATE VALV$ AND THE LOCBBD HYDRANT TSB. 24" 78,500 110,000 60,000 31,800 15,400 II 's`
30" 120,800 170,600 92340 47,100 23,800
Q M.J. 45° BEND (DIP)
8" z 9" RBDUCER 36" 172,800 244,400 132,300 87,500 33,900 0 W/ MECHANICAL RESTRAINT DEVICE
GATE VALV$ 42" 233,300 530,000 178,800 91,000 45,700 ~-l113~~1e1~ ~ OR CONCRETE THRUST BLOCKING
O PLU 6" GATE VALVE PLUG (Y.].) ~ ~ " . a~ . 48" 304,000 430.000 232,700 118,600 59,800 DIP
54" 384,100 543,200 294,000 149,000 76,300 ~ ~1~~ M.J. 45° BEND
LOCKED HYD. T88~ II ..o ' ~ NOTES W/ MECHANIC 5° BEND (DIP) 'CHANICAL RESTRAINT DEVICE
. r.. , ~ 1. THRU LIN HRU LINE CONNECTION, TEE PLACE CONC. BLOCKING SUCH THAT IT HILL OR CONCRETE NCRETE THRUST BLOCKING
30IL BEARING LOAD 2. THRU LIN (LB./3Q. FTJ POLYIIRAP SHALL BE USED TO COVER FITTINGS AND BOLTS. CROSS USE SUCK 0 TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK, DIVIDE THE TOTAL FORCE BY 3. DIRECTIO THE BEARING VALUES OF THE SOIL. THE QUOTIENT 1fILL BE THE SIZE OF THE BEARING 4, CHANGE SOFT CLAY 1,000 AREA OF THE THRUST BLOCK IN SQUARE FEET. APPROXIMATE VALUES FOR VARIOUS HRU LINE CONNECTION, TEE NOT INTERFERE 1?ITH REMOVAL OF BOLTS.
O i~~•• OSS USED AS TEE IRECTION CHARGE, ELBOIf PIPE DIAMETER GREATER THAN 12"
, t . . HANGS LINE SIZE, REDUCPR SEE GUC ENGINEERING DEPT.
i SILT 1,500 TYPES OF SOIL ARE LISTED IN TABLE. 5. DIRECTIO SANDY SILT 3.000 A3 ELBOW [RECTION CHANGE, TEE USED PIPE LENGTHS SHALL BE AS REQUIRED
ELBOW TO CONSTRUCT CROSSING.
OBTAIN YINII[Ul~ FULL PIPE LENGTHS FROM TABLE CONC. SAND 4,000 NO RESPONSIBILITY CAN BE ASSUMED FOR THE ACCURACY OF THE DATA IN THIS TABLE B. DIRECTIO -CONC. BLOCKING SANDY CLAY 8,000 DUE TO THE WIDE VARIATION OF BEARING LOAD CAPABILITIES FOR EACH SOIL TYPE. AS ELBOW [RECTION CHANGE, CROSS USED ELBOW ALL JOINTS TO BE RESTRAINED
HARD CLAY 9,000 7. DIRECTIO N0. DATE IRECTION CHANGE IN ACCORDANCE WITH MANUAL.
DATE DESCRIPTION N0. WATER MAIN AND STORM DRAIN CROSSING NO. DATE DESCRIPTION
TERMINATION OF WATER MAIN (NOT TO SCALE) THRUST BLOCKING DETAIL
SHEET DWG. N0. W-12 SHEET DWG. N0. W-14
1 OF 1 DATE 3-12-99 1 OF 1 DATE 3-12-99
PROJ. MANAGER: TAT SEAL SCALE: ~,~~~~B~~ir~~~f~ PROJ. No.: 20060094A10
CHIEF DESIGNER: ~~~~{~l CAi~'~ HOR2.: AS NOTED NC LAND PARTNERS, LLC DATE: 03/03/06
REVIEWED BY: DATE
.~Q~ a`~%g ~ nQT~ iM• VERT.: AS NOTED FUSS & O'NEILL r. a R A w A v r.~vF
HORZ.: w Disciplines to Deliver v~~ 4 a + a y v v y
~ 8 ~ VERT.: A-! % All 7 IN PRELIMINARY SUBDIVISION PLAN
1. p F 17480 ~ 90 F 13
No. ADATE DESCRIPTION BY ALAN 610 LYNNDALE COURT SUITE E, GREENVILLE NC 27858
REVISIONS TODD ALAN TRIPP LICENSE No. 252.355.1370 www.Fando.com pAMLICO COUNTY, NC NORTH CAROLI ,ItOLINA

CONSTRUCTION ENTRANCE
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f~.~, is tk~~ I~r~gth ±af th+e ripr~t{~
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~~on~e diameter ~~t nc~~ 1e~~~
- that E~~'.
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25'R. ban lc~ tv ~ ~e~t~~ i+~ t~ o~ ~
~t~v€~ ths? r~r~~cir~um t~il~r~.t+~r
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Y fo W~YICheVBr iS IBSS.
La 4. A filter blanket or filter fabric
1 should be installed between
the riprap and soil foundation.
+ 1, ~p Y , _ a,+i a
' r•r~M:.w~y,'~!~!INYiG~i,1,.;i•`uR ~ }•L~
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' W ~!1( till . Section AA ~ ,~~~~i~_ y
Filter
blanket
RIP RAP OUTLET PROTECTION
60" RCP P "RCP
REQUIRED) II II I I
STANDARD DOT FLAI
END SECTION

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1' OFFSET VERi1CALLY
BEfYVEEN BARRELS

. ~ ti e
E A A PR . EAL ~ ~ ALE: ' . e, ~ NC LAND PARTNERS, LLC PROJ. No.: 20060094.A10
R' D HIE • ~ N TED H RZ.. A ~k / M DATE: 3-10-2006
ATE " D Q BY. E VlE RE . .o M VERT.. ~ ~ • ~ :
DA . . FUSS & O'NEILL CARAWAY COVE
17480 ~ HORZ.: 11% Disciplines to Deliver
Ott VERT.: PRELIMINARY SUBDIVISION PLAN
1. 1'Vl -if c ALACS 17480 0il TODD ALAN IPP 610 LYNNDALE COURT SUITE E, GREENVILLE NC 27858
No. A E 6ESCRIPTION BY 17 LICENSE No. HIC SCALE
REVISIONS 2 252.355.1370 www.Fando.com ARAPAHOE NORTH CAROLIN ZOLINA 10 of 13

m
W Level Spreader Construction
Q lirunediately before the level spreader is constructed, verify drat ground contours are parallel to the level spreader location called for in die plans, slopes are less th ~ filter strip adjacent to the level spreader. If dus is the case, then the level spreader may need to be relocated to a more appropriate area. Also verify in the field tha an at no aws are ovate vl t le e ess an to rcent ,
er is ll eet a~~va Olll t le Strealll l le at t e eve s rea Level Spreader Maintenance
it is beutg installed u1 an area covered by a Ripazia~i Area Protection Ru]e. _ N IS SPECIFIED EXTEND BASIN AS REtJUIREO TO OBTAIN NOTE A IF EXIT VELOCITY OF BAST . will require regular inspection and maintenance to
FF C ENT CROSS-SECTIONAL AREA AT SECTION A-A SUCH THAT ~ /ICROSS SU 1 I da SECTION AREA AT SEC. A-A) =SPECIFIED EXIT VELOCITY. All of the components of the le~~el spreader -the flow bypass system, the forebay, the level lip and the filter strip -will reg insure that they are working correctly and not causing erosive channels d~rough the filter strip. Level spreader inspectio NoTe e need to be done on a regular basis. If repairs are needed, then they should be made promptly; otherwise, the proUlem wil uicrease. spections will not require a lot of time, but they will
v°', Before construction, reassess the vegetation in the filter strip. The filter strip should be densely vegetated priar to the construction of the level spreader. If not, then additional level spreader. If grass cover needs to be re-establishedu~ the filter strip (only allowed withu? Zone 2 of a protected riparian buffer), then construction may be limite M The i~iost important construction task is to insure that the level spreader is actually level. A correcfly uistalled level spreader will have no greater tha~10.05°~ grade he e l~or to t o construction o f . Itlana antra s wI nee to e a blem will grow worse and the cost of the repair will
- P ASIN TO CONFORM TO NATURAL STREAM CHANNEL. TOP OF RIPRAP IN lllllte t0 t e r0~Vll1 SeaSOn. NOTE B WAR 8 ~ N • R Of 811SIN SHOULD 8E AT THE SAME ELEVATION OR LOWER THAN NATURAL ~ F100
CHANNEL 60TTOM AT SEC. A-A. •o 1 e a U Ornl lstrl ut10110~ ~ a e of e s rea er 1 to ellsux ~ I,
DISSIPATOR POOL APRON ~ - 5 h OR W MIN. s una~ of a e en It s a never ssl e. t o use o I R 3w MIN. l0 0 0 ~ o
v~ flow; otherwise water will charuzelize below the structure and become a source of erosion. Level spreaders should be constructed on undisturl~ecl soil whenever po o constructed on material compacted to 95~ of standard proctor test levels prior to seeding for that area not considered the seedbed. ~ NOTE A SEC. A-A O~ NATURAL CHANNEL After every heavy rainfall for the first 6 months following construction: a-a -Check for and repair any channelization or erosion that has occurred in the filter strip. The level spreader 2 e~ oR ~ ~ flow. reader will fail if water exits from it as channelized
0 W Q~ TOP OF BERM W <2 TOP OF RIPRAP NOTE B OR TOP OF NATURAL 2 d Q - 50
N o 'the level s}~reader anti filter s#rip must be protected from lianas (e:g., sediment and stornlwater flows) durii b rnnstreaction. A teni~orary starui~vater di~~ersion wil a stabilized. If the disturbed areas are minor, then they often can be stabilized with vegetative measures.. . ~ ~ CHANNEL ~ 1.5 d soon w1 1 e ~lecessar untl t e eue s rea er as u _ _ _ _ _ MAx r ~ , 1.5 dMAX 2 -Inspect the level lip for setdu1g, erosion, or co~icentrated flow.
' I 3 / ...cam......
Q h ~ l., 1. 1 ~ ~ 1 eERM ns nEau~nEO As needed during growing season:
c 0 tONTAL ~ ~ I ~r• ro suvronT n~rnAV - blow grass in the filter strip to a 6" height.
~ •r1 1 OR ~ d60 SEC. B-8 EXCAVATE TO THIS LINE, 8-8 BACKFILL WITH RIPRAP
3 OR 2 dMAX i.6 d50~ dMAX 2 OR d60 1.6 MIN 2 ~p OR THICKENED OR SLOPING
v 1.6 dIMAX TOE OPTIONAL -CONSTRUCT 1.5 dIr1AX IF DOWNSTREAM CHANNEL Once a month anti after every heavy ran~fall (greater than 2 inches):
DEGRADATION IS ANTICIPATE. -Inspect the di~~erter box and clean and make repairs. Look for clogged inlet or outlet pipes and trash or de 2 - lnspect the forebay and level spreader. Clean and make repairs. Look for: sh or debris in the box.
~ SECTION
0 m 1 o Sediment in forebay and along level spreader lip;
J 8 A o Trash and/or leaf buildup.
tJ~ 3 G • . M NOTE 8 r BERM AS REOUIHEO o Scour, undercutting of level s Treader. ~ TO SUPPORT RIPRAP b
'd N •ti, gE 2 dip OR 1.5 dMpx o Setdenient of level spreader structure (no longer level; you see silt downhill below level spreader). 'eader}.
D IPR ~ O . ~ o Fallen trees on level spreader.
W ~ ~ _ ~ ~ - , _ r- SEC. C-C ~ N . C-C E%CAVATE TO THIS LINE, ~ #57 stone washing do~vnhilL s,.cKF~~t w~TH n~vRAP -Inspect the filter strip and the bypass Swale and make repairs as needed. Look for:
J ~ ~ i ~ PT X~M P RO TE ~
DC BUFFER 8llFFER i wP W _0 i Of c+ E NOTE: ~ 0~ 2 E ER FOR i W DIAMET wo o Damaged turf reinfarcement or riprap rolling downhill z o Erosion within the buffer ~r swale.
o REIlFiORCm FLOW B1fPAS3 ~ ii ~ o / JaiPE CULVERT ~ ~ r I ~ ~ I APRON W .BARREL WIDTH o Concentrated flows downhill of level spreader-look for gullies or sediment flows.
~ ~A~ ORCED ' VEQETAIED I ~ ~ ~ ° X CULVERT 4 / I I FOR d0 I ::::::e REOUIREO
• • • • SINALE ~ I I I PIPE-ARCH _J W SPAN OF p I I o ~ 3 CULVERT ~ \ I 2.1 ! TO SUPPORT RI?RA? pnce a year:
j FR~ i ? i~~~i I ~`~I M ABOUT 1 SYM I HORItONTAI I ! 2 d~ OA 1.5 dMA % -Remove any weeds or shrubs groti ing on level syreader or in swale.
U ~ 2:1 I I , 4 CULVERT ; ev >-.--d
SEC. D-0 ~ ~ C 6 A :C. D-D
3 ~ ~ D HALF PLAN
m ~ ~ ~ ~d A
CIodI -1. DETAILS OF RIPRAPPEO CULVERT ENERGY BASIN ~ 4 FIGURE XI B
• a ? ? a 4
C 0 it ~ • • a
~ s ~i •~~~~~a~+
N • ? ? ? ? a • y fV~.~w rV1/A
3 MUST 6E LEVEL O : ~ ~ EL 1.26 NIVERT ~~~pC~V ' ~M.IYAIi. ~o~ ~R/If~ Yltii~~ • ~ DIVFRIm WX SHALL MEET
MMM REOUNIEMEHT&
W~p~ ~ ? ? ? ? f 4 4 U ~R~7, Off" ~ e ;j ~~~1+1~~~~~~~? F ~ - a? •
EL 275 a= A ,
~ A
U
w
M STANDARD
o lER FABRIC ROLL W~1H
N / Q II + I~ro ~uo~r smucn~Es
Z
LEVEL SPREADER PLAN VIEW a DIVERTER STRUCTURE PLAN VIEW xor ro sc~
~~s~
Film DES
~~wTM w 4.6T
~ s~~ a. z~a VEtaETA110N p~p~p AT NSTi11J.A110N.
a. 2~a u~ of 9CallR HOLE (PFSH) 4AT PM L4
s~a~ (RIPRAP M BASIN NOT owov ~r 24
FLO'w PA SFi0yl~1 FOR CI.ARI7'Y) GRAIL 3
RP /IPPLY RPAfiIAN BUFFER
H 2.'
W. in 1 T
8 OF WX , X TO 2.5
q~lA1~M~EL. NiNERT 60
EL 1.2~ O 3' WEE S1WP OF ~ FglElt FABRIC SCOUR HOLE LAYOUT &
. 4 O 12' OCEw COMPONENTS PLAN VIEW ~ ~ R RUIl Clml
~-NCFI ABS 90CK PIPE NVERT 0.75 lE 70 LEVEL tY APPLY 90250 1RIA BETWEEN LEVEL eE ~aaTM ~ciw a~ ~ NOT 1n SCALE 9Cr2~0 OR EQUAL
~ SPREADER BYPASS CMAI~N~IEL SPRfJIDER LP AMID RIPARMN Bl1FFFR R 1811 SHALL ~ APPI~D PER ID PER p ~
V DETAIL SFEET 10 CF 13~,
N0. 4 O 17' OCEw SPEGFICA7~ONS. OR MAIilJFI1 OIIOaJRES?RIC1111E~lBI~Nn MA~NCFE IA06T WIMFAC111XER6 K i M/pEVFN R
L
NO1E: OON7RAC~+OR MAY SlIBS111l1E OONCREiE JERSEY BMRER
N WE OF CAST-N-PLACE OONQiEiE SlJB1~T ONAD~ISIONS A!O MEIFIOD aF ~AL~lfi BEIM~EN 111~N15.
PIPE (D~15' OR 1~
LEVEL SPREADER PROFILE VIEW a? E w
noT r~ scNE
1RM F~ y
NrSTl1l1 LEVEL A!O
z ~ s~r~t eox DEP1H OF 900UR FIOLE FWSH MATH NAltJRAL t' 1~1. - 3' MAX) GROUND
I ~ nr~? N~7111tK
(1NOIRa
i ~ ~ A
DER
NFWENT S'inRMWAlER y MIN. 1' NpC 12-NQI OINIEIFR
LN~I~ CLASS B RIP RAP NA1H TYPE 2 FA7ER FABRIC
LMIE MAAi 24 NCH LA1fER OF
CLASS B RpRAP ON FiIER OEP1H OF RIPRAP (1~
aoni emoMo
BASE DIVERTER STRUCTURE PROFILE VIEW
w~uTM nor ro sc~~
4.5'
w SCOUR HOLE
CROSS SECTION A-A
~ To scNE
FOREBAY SCHEMATIC
NOT 1~ ~f.ALE
,`~~~<<_ts ~~EptJ~i?y~~r SCALE: PROD . No.: 20060094.A10
PROJ. MANAGER: SEAL Ott t'~ " 7 lI NC LAND PARTNERS, LLC DATE: 04/09/07
a CHIEF DESIGNER:
REVIEWED BY: DATE FT TCC x, ~I~NFTT T Feu nwav rnvF.
X V ?J i...l L7L+ V 1\ Ll1LL t/t it \L 1 TT 1 i i v v t i+
~ DATUM: = HORZ.: Disciplines- to Deliver
7 VERT.: PRELIMINARY SUBDIVISION PLA 40 P'-AN 11 OF 13
40 40 20 0 Af:AN 610 LYNNDALE COURT SUITE E. GREENVILLE NC 27858
No. NT:E DESCRI I BY tTH CAROLINA
U REVISIONS tI "`s GRAPHIC SCALE 1 252.355.1370 www.Fando.com PAMLICO COUNTY NORTH C.

16+50 JO
16 ROW ROW 16
14
13+50 14
10+50 r _ 12
3+00 20 ROW ROW 20 12
2+50 18 ROW ROW -40 -20 0 20 20 40
Row Row 6+50
20 ROW ROW 20 ?w 20 t6 ^ ^ ,s 18 18 16+00 00
20 20 20 ROW ROW
vi o -40 -20 0 20 40 16 16 ~a ROW ROW 1$
18 18 18 ~ N 18 18
-40 -20 0 20 40 ~ 16
16 16 ~ ~ 1 ~ Q ~ 14 00 .r, ~ 4 16
2+50 16 16 ROW ROW
-40 -20 0 20 40 ~ ~ 8 ~ 8 -40 -20 0 20 40 14 14
-40 -20 0 20 40 22 ROW ROW 22 0
2+00 5+00 13+00 16 ~s t
6+00 ~ ~ ROW ROW 20 12 12 20 40
20 ^ 20 20 ROW ROW -40 -20 0 20 40 20 -40 -20 0 20
20 ROW ROW 20 ROW ROW 0 0 ~W 20
18 20 20 18 N N 50
~8 Q~ CO 9+50 t8 15+50 18 ROW ROW
~ ~ 18 ROW ROW 18
~s ~a 16 16 40 18 18
~s 2 + 0 0 -~o -20 0 20 ~o N ~ ~
22 Row RAW 22 5 + 5 0 16 ~ ~ 16 14 ~ ~ 14
-~o -20 0 20 ~o ~ 6 ~ s -40 -20 0 20 40 16 16
,W -40 -20 0 20 ~ 12 + 50
1 + 5 0 -40 -20 o zo ~ao 4+50 20 Z~ ROW ROW 14 vim a~
°O 20 20 14 r
20 ROW R~ 20 ROW ROW o 18 N N 18 9 +00 Row pow 20 40
-40 -20 0 20 40 ~ $ ROW ROW 18 -40 -20 0 2 18 18 18 18
vi ai
18 18 20 20 .00
5 ~ -40 -20 0 20 40 4o M 16 16 15+00 ~ s ~ ~ ~ 6 Row ROW
16 16 18 18
22 ROW ROW 22 5 O O -40 -20 0 20 40 14 ~ ~ 14 t8 18
~a 16 -40 -20 0 20 40
-40 -20 0 20 40
20 20 ROW rcuvr 20 8+50 ~ +00 16 16
1 + 0 0 -40 -20 0 20 ~o 4+~0 20 N O ROW ROW ~ 8 I
~8 N N 18 ROW ROW 14 14
zo Row ~W 20 ROW ROW -40 -20 0 20 44 18 18 °D
of ai d- 16 ~ ~ 6 ~ $ ~ 8 -40 -20 0 2 40
18 18 20 20 Q Q -40 -20 0 20 40 i 20 40
-4.0 -zo 0 20 ao 16 16 14+50
22 Row R01M 22 4 + 5 0 -50
16 ~6 ~g 18
OW c~ + ~ ~ ~ 4 ~ 14 20 ROW ROW 20
20 20 ROW ROW ROW ROW -40 -20 0 20 40
-CFO -20 0 20 40 ~ 6 16 20 20
0 + ~ O -40 -20 0 20 40 cV O 18
3+50 ~S N N -4d -20 0 20 40 18 18 11+50 18 18
18 a; a; 16
20 ROW ROW 20 ROW ROW 16 ~ ~ ~ g ROW ~W 16
O 5 ~ -40 -20 0 20 40 40 -40 -20 0 2D ~ 18 ~ 8
18 ~g ZQ 20 14
22 ROW ROW 22 4 O O 7+50 14 ,6 ,6
;OW 20 ROW ROW ~ ~ -40 -20 0 18 18 14 -40 -20 0 20 40 14 14+00 20 40
16 16 ~a 18 20 20 20 ROW ROW
~00
-40 -20 0 20 40 ~ 6 16 o ~
O + O O -40 -20 0 20 40 ~8 N N 18 18 Oi Ci 18 ~ ~ 20 ~ ROW 20
-40 -20 0 2~ 40
3+00 -40 -20 0 20 40 40 ' 6 -~o -20 0 20 40 ' 6 11 + 0 0
20 ROW ~ 20 +~Q ROW ROIN ~ g 18
20 R~ ROW 20 7+00 18 18 1 v
Row Row 3 + 5 0 Zpyy ROW ROW 16 16
18 18 20 20 ROW ROW
18 18 20 20 18 18 16 16 N
16 16 o~ 14 ao Sri ao ca 14 Lo
16 16 18 18 N o, vi ai
18 18 16 ~ ~ 16 14 ~ ~ 4 0 20 40
-40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0
PROJ. No.: 20060094.A10
SCALE: NC LAND PARTNERS, LLC DATE: 3-10-2006
PROJ. MANAGER: SEAL ``~~1~~~~i~~r~~~~ HORZ.: AS NOTED
CHIEF DESIGNER: P~~1 CAA VERT.:
REVIEWED BY: DATE FUSS & ~'NEILL CARAWAY COVE
~1~LP~ _ ~ DATUM: Nnrz~ l~ic~inlinP.c~ to nP1iVP7' - -
For SELECTED ROADWAY CROSS SECTIONS
17480 VERT.: 'NS 12 OF 13
% 0 0 p 0 ClNE .••Q4 ' ~ ~ 17480 0
F gut 610 LYNNDALE COURT SUITE E, GREENVILLE NC 27858 ,ROLINA
No. D E DES RI i BY ALAN TODD AL TRIPP LICENSE No. GRAPHIC SCALE 252.355.1370 www.Fando.com ARAI'AHOE NORTH CAROLI
REVISIONS mod=

m
Level Spreader Construction
liiunediately before the level spreader is constructed, verify that ground contours are parallel to the level spreader location called for in die plans, slopes are less than filter strip adjacent to the level spreader. If this is the case, then the level spreader may need to be relocated to a more appropriate area. Also verify in the field drat th it is being uistalled ut an area covered by a Riparian Area Protection Rule. ~ss than 6 to 8 percent, and that no draws are located in dle
d drat the level spreader is fully 50 feet away from the stream if Leve] Spreader Maintenance
All of die components of the level spreader -the flow byyass system, the forebay, the level lip and the filter striy -will require insure that they are working correctly and not causing erosive channels through the filter strip. Level spreader inspections wi need to be done on a regular basis. If repairs are needed, then they should be made promptly; otherwise, the problem will gr nicrease. require regular inspection and maintenance to
j Before construction, reassess the vegetation in the filter strip. The filter strip should be densely vegetated prior to the construction of the level spreader. If not, then additional pla level spreader. If grass cover needs to be re-established u~ the filter strip (only allowed within Zone 2 of a protected riparian buffer), then construction may be limited to ionai plantings will nzed io be added prior to the construction of the tions will not require a lot of time, but they will
invited to the growing season. i will grow worse and the cost of the repair will
~arn,~ The most important construction task is to insure drat the level spreader is actually level. A correctly installed level spreader will have no greater than 0.05°~ grade on trade on the spreader lip to ensure a uiuform distribution of er possible. If the use of fill is unavoidable, then it shall be
a flow; otherwise water will charulelize below the structure and become a source of erosion. Level spreaders should be coi~,structed on undisturtiied soil whenever possib After every heavy rainfall for the first 6 months following construction:
o constructed on material compacted to 95% of standard proctor test levels prior to seeding for that area not considered the seedbed. 0 - Check for and repair any cha~~nelization or erosion that has occurred in the filter strip. The level spreader will f flow. er will fail if water exits from it as channelized
o The level syreader anel filter strip must be }~rotecteci from Kann {e:g., sediment and storniwater flows) during construction. A te~u~orary stormwater di~~ersion will lik a stabilized. if die disturbed areas are nunor, the~l they often can be stabilized with vegetative measures. n will likely be ilecessar~~ until the level s}~reader has fully
- Inspect the level lip for settling, erosion, or concentrated flow.
Q As needed during growing season:
c 0 - Mow grass in the filter strip to a 6" height.
a~i v
Once a month and after every heavy rainfall (greater than 2 inches):
- Inspect the diverter box and clean and make repairs. Look for clogged inlet or outlet pipes u1d trash or debris - lns}~ect the forebay and level spreader. Clean and make repairs. Look for: debris u1 the box.
0 m
J o Sedimenf in forebay and along level spreader lip;
3 o Trash and/or leaf buildup. o Scour, undercutting of level spreader.
~v N o Settlement of level spreader structure (no longer level; you see silt downhill below level spreader}.
0 o Fallen trees on level spreader.
W o #57 stone washing downhill.
- Inspect the filter strip and dte bypass swale a~td make repairs as needed. Look for:
~ ZONE Z ZONE i BIJFFFR 8lJFFER o Damaged turf reinfarcement or riprap rolling downhill.
a ~1NFgRCED FLO'w BYPASS F+ ~ ~"-i"~ ~ ~"-~i o Erosion within the buffer or swale.
VEOETTAIED g'1 VECETMED o Concentrated flows downhill of level spreader-look for gullies or sediment flows.
SYUALE v • • • • • gM?ALE
> pROM Once a year:
U ~ c~ ? ENE+GRY OISSIPAT+at TABLE s~acn~ ~ s - Remove any weeds or shrubs groging on level spreader or in swale.
T ~a~~. 3 t t
m t ~
U F~OREBAY , , • • , • w. 1~ lAfel.nn Fir
rv 1~5 ~Q. FT. , Owe i~ I o de 1MN. ~ ~r aoa a 1 4 A
4 8

: s s
H ~ •1 ~ ~ N
fRV1~ 1• nr, fW^
~ EL 1.ffi N~1111ERT -u .1 rNi~
i s . , (~-P~ N07E: OIVFR7ER 9 flCOOT RE F ~ ~ C IERTER WX SHALL. MST
'o LEVEL BOER UP WTI. -Q LI~M
U MnUST xBE LEVEL O i
3 A A
~ i= f6
U
~ w (o-~a• oR ~e~ (sr~wc~wo
o FILIER iABIlIC~ 0 1 Rou. wiuht )
N n r _ -,n ,r~.,uE,rr smucn,r~s
i Z
LEVEL SPREADER PLAN VIEW DIVERTER STRUCTURE PLAN VIEW
NOT 1~0 SCALE m wor m scup
o~cA oaar~ o 7M o s
EL Z4d n~ spa rani VEGETA?ION 4.6T
EL 275 LMfER t1F 9QtJARE PREFORMED AT NiSTA1JJ?'110M. 9001Nt HOLE (PFSFI)
~7 Sl~ddE (RIPRAP IN BASIN NOT 4.671
FlAW PA?H SFIOMA~1 FOR q.AR171Q ~r 24
RIPAIg APPLY rRIPNgAN BUFFER
M 21 M
23
FM To aw 12M
CHIIM~L. INVERT 39 215
o ~ FlL1FR FABRIC SCOUR HOLE LAYOUT &
4 O 1Z' OCEw IILLL
4-N~CH ABS SOCK PIPE m NVERT 0.74 lE 7~0 LEVEL 1Y APPLY 9C2S0 1RM BEIMIEEII LEVEL COMPONENTS PLAN VIEW w- ~ ~ ~ ~+w- Nor m sc~ ee noRTM a~ FN
F, SPREADER B1fPASS CHAM~1. 9PREAOER LP AI~O RPAIlIAN BUFFER 'C-?.~0 OR EQUAL
U 1R~1 SFIALL 8E APPLIED PFJt DETAIL SHEET 10 OF /3, ~ P Y
N0. 4 O 17' OCE1N SPEgFlCA110NS, OR MMNlFAC1UR pUIpE1JNES_ _(S1J EII» MIFNCHEVER M06T RES7RIC71 1FAC7URE1i5
pEyEp p K R L
NOTE Cp~gRACi~R MAY S1J8.41111JE CONCRETE ~Y BARR~R
!1 UJE OF CAST-N-PUCE OOMCRE7E. SUBMT OIMEIiSIONS ACID IIE1FI00 OF ~ALJNO BEIYI~Q1 tJNI1S.
PIPE (D~18' GR 187
LEVEL SPREADER PROFILE VIEW
NOT TO SCALE r E M
F} y
1RM MSTIII.L LEVEL AMID L
OEP1M OF 9000R HOLE FUJSH MA?H NATURAL 1' I~pN. - 3' YAX) OROINrD
Z FROM 9PN.11ER BOX Q Fi0RE9AY SURFACE AREA
~ 1~6 90. FT. 1l1. w~,~
R
7~0 LEVEL SPREADE1t
M~N~ZUENT S'T~ORMINAIER 1II-Mpl pNE1ER
RIP RAP ~ MMI. i' NqC LNrEI~ gJ1SS B WITH 11fPE 2 FlL1Eft FABRIC
LME 1M1FI Z4 N~ICH LATTER Of gJ1SS B RIPRAP ON FLIER ooPn~ of ~~w (~7
a one emoMo
e~ ~TM DIVERTER STRUCTURE PROFILE VIEW Nor m sc~
w SCOUR HOLE
c~ CROSS SECTION A-A
Nor m ~
FOREBAY SCHEMATIC
NOT TO SCALE
PROJ. MANAGER: SEAL ``4~,t~~.!S ~?tt~h~~~r SCALE: PROJ. No.: 20060094.A10
CHIEF DESIGNER: ~s`~a$~t,.,,-":;;~C?~.f~~~r HORZ.: 1" = 40' NC LANB PARTNERS, LLC DATE: 04/09/07
REVIEWED BY: DATE
~ke~ 2~`a DATUM: FUSS & O'NEILL caRawAY covE
46 HORZ.: ~ 1748
4 1- w Disciplines to Deliver
r N~`~ 40 20 0 40 PRELIMINARY SUBDIVISION PLAN AN 11 OF 13
'10" fe*/ ye,4 VERT.: 40
No. TE DESCRI I BY 'rrro AL:AN"~ 4` 610 LYNNDALE COURT SUITE E. GREENVILLE NC 278,58
U REVISIONS U GRAPHIC SCALE 252.355.1370 www.FandO.com PAMLICO COUNTY NORTH CAR( CAROLINA

i
a~
u~ ,
m 29+00
18 ~ ~ 18
Q co
0 0 r
1 'g 16 33+00
O V ~00 22+50 Row Row
N Row Row
O 2~ ~ 25+50 14 ~ ~ ,4 ~ ~
a Q 19+00 8 8 ,o ft01 Row Raw ,a -ao -ZO o zo ~o
c
28+50 2~ 20
~ 24 11 +00 18 18 6 6 8 s
~ Row Raav 15+00 ROW ~g ~ `r ~g -40 -20 0 20 40 ~J 7
ROW ROW 4 ^ ~ 4 6 16 16 37+50
~ 16 16 0 16 16 16 -40 -20 0 20 40 6 ww 24
U 18 ~ ~ ~ ~ 22 22 32+50 24 R
14 14 14 14 m ~ 14 22 00 4 °O 4 14 14
20 20 ~ -40 -20 0 20 40 ~ ~ ~ 22
3 50 -20 o zo 40 _i is
12 -40 -20 0 20 -40 -20 0 20 40 ~p ROW RAN 10 N
2~ ~s 7+54 ,2 M ,2 25+00 ,z m ^ ,z ~ ~ ~ N 20 0 20 40
N 2~ow Row -~o -~o o zo ~o 0 14+50 18+50 8 8 ~ ~ ~ ~
W 24 24
10+50 ~s ~s _~o -20 0 20 4o s 8 ZU~"~~ ~g ~ ~ t8 .J7~' ~ ~ -40 -20 0 20 ~0 24 Rp~W 37+00
~ N N ~ ~
22 22 24 ROMI RO'W o -20 0 20 18 18 18 N N ,6 16 21 +50 6 6 ~ 24
~ ~ 's 16 32+00
22
~ 16 16 0 3+00 18 ~ 16 20 -40 -20 0 20 20 14 m 12 R ~ 12 4 14 4 ~
14+00 -40 -20 0 20 +o ~o ~o 14 14 ~ ~ ~ ~ r ~ ~ ~ N 2 -~W ~20 ~ N N
~ Row -ZO o 2a 4ozo ~ 26 X26 14 14 14 2 20
3 ~ ROW ROM 8 0 ~ $ -40 -40 -20 0 ~ 12 12 20 20 0 20 40
7-~-~0 is
24 24 12 12 12 I V+ 0 0 -40 -20 0 20 40 36+50
~ 2~ X14 r. r. 20 20 ROW 24+50 ,o ~ ,0 18 ~ ~ t8 36+ Row Raw -~o -so o ~o ~o o ~o ~ Row
~ N ~ -40 -20 0 20 40
o -40 -20 0 20 ~ ~ ~ ,e ,s 21 +00 ~s _40 -zo o zo 18 ~ ~ S
~N 10+00 8 31 +50 ~ qpm
27+50
2+50 ~ ~ 3 16 ~g 14 14 ~z ~ ~ ~ zo 6 ROW ROW -4p -20 0 20
26 R~ ROMZ6 -ZO 0 20 18 18 13+50 6 ,8 o zo 40
0 ROW ROW t4 _40 -20 0 20 40 14 12 12 4 14 14 10 20
6+50 4 36+ 2 t~ ~8 ~ ~ ~8 ~ 36+00
3 24 24 18 16 16 ~ ~
2~ X24 17+50 ,0 2
U rp 14 ~s ~s ~ Row Row 20 8 = ° s ro ~ 22
~ r. ~ 14 14 10 ~ 10 -40 -20 0 20 40
e `V ~ 22 22 o -40 -ZO 0 20 r ~ -~o -20 o zo ~a a ~ ~ ~ -40 -so o zo ~o ~ -zo o zo ~o ~ ~ inn Z0 - N
N 12 12 -40 ~z ~s ~s ,o ,o Am AUAM a&
-40 -ZD 0 20 ~v iv v i T v v -4u -cu u u zu 4u
20+50
2'+' -44 -20~ 0 20 40 24+00 R
26 ,mow ,~6 6+00 13+00 16 ~ 16 Row Raw 3~+ ~ ~8 ,8 ~ 35+50
LL ~ 9+50 ~ ~ _40 -20 0 20 40 16 16 20 18 18 1 ~+'o0 14 14 8 R
24 24 24 24 yp ~ ~ 2 ~ ~ 8 0
~s ~s
~ oo ~ ~ N N ~ 18 1 N N -ZO O ZO s ~
18 16 16 ROW ROrV g o ao 40
-40 -20 0 20 ~ 20 20 12 12 14 14 16 -~!0 -20 0 20 40 16 20 ~ -20 0
16 14 14 4
5+50 16 1 1 +50 riow riaw 14 , 26 ~ X16 24 24 -40 -20 0 20 18 ~ ~ 18 ~p 10 4 30+50 35+ ,z 35+00
r r aow Row
14 12+50 -4° -20 0 20 ~o -20 o zo ~0 2 2
~ ~ 10 10 20 ZO 22
12 ~ ~ 1 24 24 22 `r N 22 0 20 40 o t2 ~s R0N!~ - 120M1is 16+50 20-x-00 ° ~
-40 -20 0 20 40 ~ g ~ S 18 18 20 N -40 -20 0 ZO 40 -~0 -20 0 N 20
0° -20 0 20 ~ ~ ~ ~ 0 20 40
~ N ~ ~ 9+00 16 16 ~ ~
20 20 18 18 23+50 ,s ~ ~ ~s
-40 -zo 0 20 5+00 Row Raw 14 14 ^ ~ ~ 18 N N 18 18 16 g ~ ~ 26+50 --~o -zo o ~o ~0 34+ 8 16 ~ ~ 16 ~ 34+50
~ ~ ~o ~o
1 + 24 24 -44 -20 0 2Q -44 -20 0 20 40
R ~ 18 18 18 ~ ~~"OO 14 14 g 30+00 ~ g 14 14 70
24 24 22 r `t 22 16+00 ROW ROAN ~ e` 4 N 20
Q 20 40
0 ~ 18 16 N N 16 ~ g ~ ~ ROlly R~II 12 12 4 12 12 20 ~ 0
~ -40 -zo o zo ~ 4+50 14 ~ ,4 14 14 ~6 ~ ~ tp ~ ~ 1p 2 ,o ,o ,e ,8 34+ 2 yaw 34+00
Rory Row -~o -~o o zo ~o -40 -20 0 20 40 r, RM
z 0+50 -40 0 -40 -zo o ~0 40 ~
~ ~ ~ 24 24 Q ~O V 12 ~ ~ 20 N 20 8 -40 -20 0 20 40 8 16 ~ m 16 22
-40 -zo o i0 4014 -20 0 20 ,0 19+50
24 ~ N r ~ ROW ROW 24 23+00 -~o -~o 0 20 ~o ~ N N N
-20 0 20 ~ 22 11 +50 ,Z R°°" Row Kow 26+00 -~o -~o 0 Q
,u, N N ' 18 18 8 8 Row Row 29+50
-~o -zo o ~0 40 4-x-00 20 zo ,2 12 ,~w ,mow 33+ 6 18 18 ~ 33+50
` 16 R ~ 's 15+50 '6 '6 6 R22
o+o0 2 R°"~6
18 18 ~ 14 14 ~ ~ 14 14 10 10 22
~ ~ 24 24 22 22 4 4 16 16
16 16 24 24 ~ NN ~ w~ ~2 M ~Z M ~2 ~ M ~Z 20
r r Z~ LQ ~ ~ Sao S °vi 8 20 i 2 14 14 N N
-ZO 0 20 40 -20 0 20 -20 0 20 40 ~Z~ Q ~ ~ ~ZD 0 ZQ ~ ~ X20 -40 -20 0 20 40 -40 -20 0 20 ~0 -40 -20 0 20 ~0 -40 -20 4 0 20 40
PROJ. MANAGER: SEAL SEAL SCALE: PROJ. No.:
CHIEF DESIGNER: `~~1~H~~eftry~ j~ NC LAND PARTNERS, LLC DATE:
REVIEWED BY: DATE
: ~.,F~SS;U:•. -o DATUM: FUSS & O'NEILL cA~awAY covE
O
• VERT.: i• SUBDIVISION PLAN
1. V 40 20 0 40 40 w Disciplines to Deliver 13 OF 13
No. DATE DESCRIPTION BY as it Woo 17480 610 LYNNDALE COURT SUITE E. GREENVILLE NC 27858
v REVISIONS TODD ALAN TRIPP LICENSE NUMBER ~F GRAPHIC SCALE 252.355.1370 www.FondO.com PAMLICO COUNTY NORTH CAR [CAROLINA