20030331 Ver 1_MAPS_20030320

LEVEL SPREADER
NOTE: I ENTE D IMDTH 3' 14 LEVEL SPREADERS ARE TO BE LENGTH-2e'
CONSTRUCTED WITHIN THE DRAINAGE ( ~ DEPTH=os'
AND MAINTENANCE EASEMENT AND I I ~ 2.1 cFs
SHALL CONFORM TO TOPOGRAPHY TO cuss"B" I ~ RIP-RAP MEET THE INTENT OF DIFFUSE FLOW. ~
I
I P
I ~ TEMPORARY I SLOPE, DRAINAGE Et SEDIMENT SPREADER { HASE I 4
PIT ~ 17-8 I I MAINTENANCE 7 EASEMENT I 3 X18 %4 i I I HAS I I
I I I I I i I I
I I I I I I
I I xl 217
I I ~I o ~ I I
I of ~ ~ U + I I I 8
.D s,RUCrED i ~I ~ ca+ I DRAINAGE EASEMENT I { 216 {
I I' LENTGH-TO BACK OF LOT 2 I I CHANNEL SLOPE-25X I I < 21+87.42 68' LF 0 18' PLASTIC PLUS FES
I W 44 145 ~I a~r ~E s:', I I Da = 0.71 AC. ~ I I Q10=2.DOcfs Hw=0.83
I ~ TH s' I - BorroM 'MD I I DISCHARGE 2.10 CFS 147 I 25¦2.13cfa Hw=0.86' Q I ASS ~IT~H
¦ I W CHANNEL DEPTH: 0.14' I N/F INSTALL 15 PIPE I I I Q100¦2.50cf~ Hw=0.93' i I ~ . I ~ ~
LINING: RIP-RAP D-50 I CAROLYN F. JOHNSON AND CONSTRUCT I ~i aR EQUIVALENT I ` +oo R9~'~' ~ f 2----5-r--
DRIVEWAY TO BE I I NO DEED LISTED 'o al I I I USED AS A TEMPORARY Q 1 48 I ~ 152 ~ Roo ty 2~~
TURN-AROUND UNTIL ~ 146 I ~ I II CENTER LINE CURVE DATA ~ r
I 11ME THAT THE ROAD a I I 12+33.65 TO 15+19.25 I ~I „ m G13ASS DIj~H t ~f
IS EXTENDED. k DELTA = 16' 21 50 I ~ I RADIUS = 1000.00 149 151 I 149 3k
I r i TEMPORARY i rINSTALL DRIVEIAYS I I 150 ~ ~
SEDIMENT , i AS TURN ABOUNDS I / ~ $ I PIT 18 I i I ~¢Q I i{ I \ lC I ~ I ,s . I
1 B' % 7' X 4' I i S•~ \ h . ~ 1 I ~ ~
~-r-~ASS~fC ~RASS~ ~ I LI I I ~ I k 22 1
LEVEL SPREADERS ENTRANCE WIDTH=10' SILT FENCE 12+00 I ~w ~o I ' x
END MOTH-3' 11100 13+Op N LENCIH¦10' ~ 17 R INE CU VE DATA 0 1 ~ CENTE l P 5
DEPTH-o.s' 14+pp 4 A C1.ASS"B" I I JU I 8 1 +49.27 TO 19+62.46 a 6 ^ _ ~ ~ I ~ 00 ' c~ w DELTA 35' 35 18 k Nr 1
RIP-RAP BASS ITCH---- N DITCH N ~ r I T ~ ~ ~t ^ ` 25 ~ RADIUS = 500.00' x ~ ~ 48f 2 o~ ~6 ~ 79
TEMPORARY i I / , IT 1$tOp \ + I H ~ N C ~ •4 1
SEDIMENT I INSTALL DRIVEWAYS '~F?. I r . ~ G~ ap PIT 15 I AS TURN ABOUNDS ASS p T/1 I I 1 l/l. I ~1 GR $ RIP-RAP ENERGY DISSIPATDR 0~ , LENGTH~B' YADTH~4.5' 1
16'X7'X4 ~ ~ V L . J I I I 1 ~----zo,0' cGNSTRUCTED 18 18" MINIMUM THICKNESS C / ~ NCDOT CLASS "B' 8" STONE 26
= DRAINAGE EASEMENT D '~Op ~ IV I LENTGN=TO BACK OF LOT / N '0 1
I I 2X I I~ I L~EiT SIDE SL~oPE 5 1 \ ~RA! DI .c 1
~ RIGHT SIDE SLOPE 5:1 I I to I I BOTTOM wDrH s I 00 19+~ n
Z DISCHARGE 1.12 CFS ~rC I. I 18+00 ~ 1
CHAI~IEI DEPTH: 0.09' I I ~ I N91G: RIP-RAP D-SO I I~ I u ( ) ~ ~9 q
Z oR EQUVALENr I Rq IW I I ~Qlr 1 ~ ~
i I I 143 142 I> I SS Q11~ ~ ~ s / ~ ~ ~ /
I I I I I s 1.+ / ~ /
W 141 ~ I I I I S ~ I / o ~
~ 140 0 I I I D / D ~ ` 131 /
a I v I< I I N ° o. / N = ~ /
I~ I 139 s a I u1 -I 2; N4 v. ~q 1 / 132 ~ ~
I II o SO RIGHT OF WAY sLOPE dtArucE ~ I o o~., RECREATION
LErEi sPREAOER I I I I MAMTENANCE 38 I ~ . AR A 2 ~ 1 E #
I I ~ ~ ~ EASEMENT I ~ ~ ~ ~ + m 1
8 20 PAVEMENT 8 8 I Ir m SHWLDER SHOULDER DITCH J ~ g 1 G ~ 1 RO 100.0
'I 126' % 14' X 4' - - f TAR-PAMLICO 1 t
1 4" FT. 1" U i' P~ Fr. PER f7. LEVEL sPREADOt C ~ ~ D ~ ~ P RIPARIAN c I ~ $
IOITRANCE NID,N.,c ~ ~ ~ ~ ~ BUFFER 1 z ro o;
ti' LOCAL RESIDENTIAL 2. ENO MDTN•s _ q S 9.S A SUPERPAVE ASPHALT MIX 1 I I LENGTH 15' _ - ~ ~ o• . ~ HORIZONTAL SCALE 1 -50 , o
~ Y I 1.1 crs ~ ~ ~ J I CLASS'B' ~
RIP-RAP ~ ~ ~ - ` VERTICAL SCALE 1 "=10' ~ 33 ~ ~
I I NOTE: I I LEVEL SPREADERS ARE TO 8E 'level. pread6r(nottoscale)
I ~ CONSTRUCTED WITHIN THE DRAINAGE
AND MAINTENANCE EASEMENT AND SHALL CONFORMI TO TOPOGRAPHY TO Vperwa rte....';.
MEET THE INTENT OF DIFFUSE FLOW. ^ vpetwd •'.~'tia1lNMYn '~•`"rY, r? { ~ r. 111111
1- 1 I
,l :,M ik~ fi I ~.A `?1r:~'s~ M' i a;,.. \ N VAR
;~;~r y M Ip•,~'~iu Y}~w ~Mrr rs- '~~^~*w,.h~l .+"•.r p, • O~'0~'WVaQ'/~~'., 1~ • ryb, y,l'I:k.~~!~"~~!~,µ ~.,a ~ i.. w +^~t~blliTE'1~ \ ~l Q' 1 '.9 i
J y.k«~. 81a1~9 a~ ~ i J- t ~ J~ ~ fY ' W ~.~Y ~ II •.t -
undi&tuttiAA uuUet , r, ~i~ , I, . ; 1-3794 ,
y, ~ ~ t ~ ~ ~ Q; ~ ~.4~ ~ •.9 0 y,
F. v~. I v» ~ , uJ., L~ rC ~ L 1. ~ S v
~ ~ E
M a. ~
~.i01.LmrfpUdMi ~.ia'.LehrgrwdMidMlpmQbdYp~Mfnl~wliehrMcawMra11f1aRfi0Y.w~~w.. + PVI STA ¦ 23+25 -e3 ~ ~ /G
PVI ELEV =388.50
N A.D. _ -3.97 Crade..._ItM ~tadeeril~c hrtlufeefofuatraga~c4wW diaaNl pravul: ~maomtran~ronGOmcl~mel,~aenak+atdiepraAar.fieRradentih:' N K = 37.79
s~rr~kr ~hwld be 0~. + ari
t° 150.00' VC s`prndertip•-.Cas~huCl?~kwl~ponn,ri~eenNna~m~l~~R~,t~wr +
PVl STA ¦ 18+75 rcrn grade over tfie krgl~ of die i(ilollder. PtcN~ x ~ ~n {~5aw•resiMant N ~nalerir~l, axhiil~tf~InamaMing,.fir picvaRedKa7 andaArw vrgclatirm ~o H
PVI ELEV ¦ 379.25 haunt etuMMid~d, Z
A.D. ¦ -1.74 PVI STA ¦ 14+50 K = 57.53 fktlet anR ~ lLe' aadec ~Roli uea agsl 5e 1{ep~aliP annHh xnl p M web-ra{sluilwi~AmnainuMU.~igenr68?i,, O
LOW POINT ELEV •388.94 PM ELEV ¦ 374,00
LOW POINT STA = 12+34.29 , _ _~83 100.00' VC v~Ctihalildiaa~ifitilwtua. N N ~ N p W
A • 13+00 A.D HIGH POINT ELEV =367.20 PVI ST K = 35.29 I ~nstr PVI ELEV ¦ 366.25 g eciffc r~~ < N N t N 1~ m 4V~51rI1C11C)fl 1.'n+c mapm~dmnM EeantlnYisel otaArildecii~dYg6ln~e?avr the p• p r~D rj • ~ /j
HIGH POINT STA = 11+78.27 A.D. * 6.04 100,00' VC &CitICc71K1f15 UG"nd'6uried6loctiesdetpruareAitolhe~uiretlUeb+rertJfpr.'ft¢ny~,c~ t Cj ,f ~ ~ ~ N Wkly e4oahl bur ~tiun aur~aWr ~w iul Md UeMtanely 6dd in phce n9!1~ + W NM }0~
PVI STA = 11+00 g cri~lgep~adhawclaryaSmtlupl~sathuuAl2ir~ian~, N N A ~ N 1 ~
PVi ELEV ¦ 368.00 K 30.62 N ~ + a ~ A.D. _ -8.88 N + o+ 185.00' VC + ~ ~ M N Z, Eiatae 16at iha'rpeadet 6p w keel-I'orutullomaQleuda~af kamrtoAOif. ( ~ > ~ m m ~
K=30.55 ~ m M n 3. !'oni~w;s~ekral rriwiduuulralinil(+wcneRAl. < ~ W < " \ ~ ~ N N ~ ~
g I, c+naroer u z6tr raulllim ;oCdiun taxn rM dfvaraion ebm>Ct ro NsaA S 5 d S i- • • /
210.00' VC ~ n ~ n ~ ~ 17 W W t wa~Kaa xtthawikh tal a rd iha,,. a a a a a , . -
r; g m m I V '
~ + Z N ~ m W W
- ~ \ -
N U p~ ~
m m + M ~ O O C / '
~ r t ~ ~ -
t ~ N ~~pp Ol ~ ~ M ~ - - 21+87.42 68' Lf 018' N-12 PLASTIC PLUS FES INV IN = 378.75'
W N INY OUT = 376.78'
~ m m W W SLOPE = 2.9X
6 i' ~~i
~ITUY ~L6'V
DATUY dLE'Y 9b0.00 3150.00
Iq r~ pap h~ CR to,* ~N m~
N 010 00 tG04 Otto hN MM NtA ^m 00 m -0) ~N 8 .40 id C6 06 ~ o; . " 00 00 M ~m~pp~C r~ppi~ to r: ~~pp n r~ of N0QN r-IR
~tC P rn rn rX M~. I-n N M~ MO M M M MM MM MM MM MM M MM MM M M M M M M re)
19+00 20+00 21+00 22+00
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 CAWTHORNE, MOSS & PANCIERA, P. C. PROFESSIONAL AN SURVEYORS, A N P.O. 1253, WAKE FO
556-3148 AKE FOREST, N.C., 27587t (919)
H

t,,
NOTE:
r SPENCER'S GATE DRIVE 60' R/W
`t: ALL OTHER ROADS 50' R w. LINE TABLE LINE TABLE LINE TABLE G~ ?BLE N.C. GRID NAD 83
LINE LENGTH BEARING BEARING LINE LENGTH BEARING UNE LENGTH BEARING
S0' RIGHT Of WAY L- 1 47.90' 8'43'49" L- 2 188.8 ' S 1'18" 8.43'49" L- 12 78.84' N 5'48'35" L- 23 .88' S 51'17'2 " E ~ S '51'18" L- 13 80. 1' N 59'04'11" L- 24 211.77' S 02'50' " W
L- 3 92.37 S 84'48'00" S 84'48'00" L- 14 1 1 ' N 84'05'32" L- 25 1 2.78' 58'21'48" E
• 8' 20' PAVEMENT 8' 8' L- 4 101.57 S 54'08' " SHOULDER ~ sHOULDER tNrcH L- 5 88.8 ' 75'43' 8" S 54'08' L- 15 81. N 41'40' 8" L- 28 118.28' S 48'14' S• LEGEND:
75'45' 8" L- 18 4 .1 ' N 41'40'28` L- 27 38,85' 48'14'25" E ~
TOTAL AREA = 41.415 AC. i ~ • 1 4' R FT. 1• L- 8 95.00 S 50'09 4" 1' ~ ~ L- 7 100.87 S 80'28 51 S 50'09' 4" L- 17 88, N 8 2'49" L- 28 84.70' S 81'49'13' EIP -EXISTING IRON PIPE EPK -EXISTING PK NAIL
TO BE SUBDIVIDED - J~, , , S 80'28'51" E L- 18 119. N 59'03'51" E L- 29 77,77 S 81'49'13" E Q -NEW IRON PIPE SET 8 S 47'08'41" L- 19 8 ,38' N 3 77 3" L- 30 .48' S 84'08'4 " W _ I H MWI( 9
LOCAL RESIDENTIAL L- 8 95.94 47'08 41" L- 9 82.73 S 82'171 N/F 8 S 9.S A SUPERPAVE ASPHALT MIX R/ R G T OF WAY S 82'171 " L- 20 18 . N 7'27'44" L- 31 129.1 ' S 84'08'45" E CAN -CABLE TV BOX
LESS R W - 3.475 AC. CHERRY v. RocERS , L-1a 126.10' s 7471' S" - M A~lo, PGA. 11s ~ ~ e• Aec L- 11 95.88' N 74'28'00" S 74'11'25' L- 21 117.9 ' N 88'21'38" L- 32 107.97 N 84'22'00" E EB -ELECTRIC BOX
N 74'28'00" E L- 22 134,19' S 70'18'18' TEL -TELEPHONE PEDESTAL
,EIP , 1 r 11 ~~`\`11,11 MMLN\,l I 1\`@', ,`\\\\~\1W~ ? /,I - / , ~ N.DD2493'M / ~ 1 IPU IIIQ ?11111 ' - ,.i PP -POWER POLE OHL -OVERHEAD UNE SITE
LESS RECREATION AR A - .737 AC.- - _ f LP -LIGHT POLE
~ _ - , - iI - ~ ~ 111111 , 1 , ~ \ i . 11, \ ~ ` • _ 'f' I
NET AREA 37.203 AC. - MINIMUM BUILDING SETBACKS
• 0.731 AC.~ ,e~e1o ~ , \Ily ~ ~ , -r ~ ae„'A2,p.R' - '9'~ •x.3041 ~;11 1 ~ 1` I 1 ~A_ ,1.x57- Ac.;~'- , 0
',1„1,1,1 1, I1 r„ `61 I ,~'-II FRONT N 30
TOTAL LOTS = 33 ~ ~ ~ I ~ ' , REAR 25'
~ , • , 111 ~ ~ ~ . 1 , ~r r N~n. , HIP I r SIDE 10'
- . I~~~I~ll,f `I Q.E. ' / ~r' I I' I' ~ . AVERAGE LOT SIZE 1.127 AC. , a. y-~ , r , ~ ~ _
`1 ' r s `:'1.:7SV 1V^L-: ;;,,fir 1 ' ~ ' I ? I •
,.~1?,', - CHERRY V. ROCERS ~ . , ; ; ~ . , " % ~ 1 . ~ ~ ~ ~ , . ~ . ~ ~ / ~ SAOIE ROGERS iRS ~ LEONARD FRAZIER : 4 r r ~ , I • ~ ~ , ``7~ ~ : ' ~ , ' . ? - • ; . . ~ . ? I / - 'rl,,,'r1, Irr :1 'I'/i/ I\` ,I , .I\?
TOTAL ROAD LENGTH 2 765 ~ ~ , f ' n.: a N.B.,D, Pc.„ ~ 2 O.B. 360, PAGE 537 11 r Irr 'Irr I, / I •i. ~ I-•,I \ ~ •.1 / 1'' - - 'I'I I ,r ~ /r, IIr IrI , , I 1 I \ r, , , 1 t I,i-` .1/r r r''., ,I~~t
? 1 1 x'1,,11 1`I /I' 'rr~ 'r ` / / 1 1 r 1 1 1'1 1 ,-,i ~ 1,11111`1 ~111`I ~ , rrl+, 1...• r , I, ~r ~ ~ 1 I I / 1 r _ - / ~Ti ' I / / , ."''I? II' r'I,r~'r~','r/, I I - ?~•••J `I I I ~I, - ,II~J'J fi ! . I I r / ,I~ r•,: r rlrl r I ,r \ I I I r 1 1 ~'r~ LJr
1 , 1 - I f - , I I 1 1 1 ~ 1 , . ~ 1 , ~ 1 11 ~1 1 :~21 A I l „ • EIP` ~ p - ! , EIP r / 1 ' 1 1 , , /N PROPOSED USE - RESIDENTIAL SINGLE ~ - -'r „ 1`,,`,.y' . , r ; 11, „I , r , I r r' I / I 1 ,/N r~~' ' I, • 1 1r II •?I'' / IrI 111111 I I I 1' I 1 - 1` ` 111,1 I ~ Qllr ll, l„ Irilf°~• I I. r r r 1 11 N - r 41r •r, .L..r,..rJl~.1..! -.a T•~1 ~ 1 T I 1 r.,,~.\+-1~,..-ti~;'~", ~rjf.
` ~gS-~!•r~~J.~,~~~~. ~I'I',f , j ,r1 , I/r, 1¢0, 1.11 7a 44 ` 1 1 ~Ir1/.JI - ' { 1 ' l` ~ \ ( ~ . . ' ~ I / ~ 1 11 I 1 ? r,r /I r ' \ 5' I 1 1 , ~ ~J` 1 v \ rI ,I 1 III , 1, ` , 11 , I - . + 1 1 /i / ~ II ' 1
FAMILY SUBDIVISION HENRY~B'IOAAISl~'BOIIf~? ~a- --1,'' , 1 . ti •.1:1 1 .1 X111 ~ m , D.E.11 PV,~t` ~ • ` . T RI? . 111' / ` f 1 1 1 ` ~ \ , ~ / / / , , r 1 1, ! 1 1` 1 , 1 1 , ` ` W 1 - ,N,1-~ , D.B. Q~~., S1t1 ~ . / : . , . S I 1 `r r r 1 1 ~ 1 ~ I `~'~1 1 1 ~ 1 . ` 1 , - 14. - 34. t¢ / I / 1 'I •ri'' I~ t I \ I I ,1 11 1 ` I I 1 1 / \ V\ iir' , \ 1~ , 3~I 1 1 1 r . , ' I ; - 1 111 ! 1 ~ \ 1 I ! - , ~ '`I. 1 \ ' : I~r ? - II,t, 1 \ \ '
.1 IIII'1, I I 11 ~1 ~ -A. zAC•-- 0:`188 Ac.~ ` ~ ~ , 1`` `,~~1 ` ` ` - ` ` 11I I II I,' I 1 I I . ~ ~ 1 . ' 1 r , r 1 I~ j; • 1 1 iN ~ ~.~D p.iG " • ? . g' , 1 . 11 ~ . I I I I - II 11 I ~I pp n • ~ I I r I \ r ~ I , , / l , ? , r r I 1 I I I •v7 . / \ , I ' r r • • I . \ • . ' : ? 1 ' I , ' l7. /86 AC/ ? I , I / I r I I II I 1 1 • \ / / I ? \ I r I 11' \ ~ \ 1 r , , ' I I I I I 1~ I , Ii I • 1 1 - 1 I / , , , r , I r I 1 I 1 1 \ \ / ? \ I 1 \ 1 ~ I
1 , 1 . 1 , ,1 . ` 1 , It1111 1, 1 I 1 _ - . J` 11 1 ~ 1 ' , I 1 1 \ 1 1 1 ~ 7 IAC. ~ tr Q.MI'S" Ali. , N ~ `.-111` 11,11,'Ilj ,lll II 111 1 1r I `\!40 -b .14' I tSS9 ' • ~l I'„'I,, IIr I I r rIr` 'I 111 t \1 'I,/ ,II r~®• `r rl 1`I~~I r,j•,, +'l1, ' r / 1 I / ~ I .14' 1 7 4~' / I, r r , I I I I ®1 ,I 1 ' ~ 1 1
` I . , . 11 ~ 1 1 1 1 „ ~ : ~ ~ r , , l l , \ 1 , , 11 ` 1 , I ` , .E I , ~ Y. ~ I • 1 1, 1 1 . 1 1 1~ 1 1 1 1 1 1~41M , 1 r I 1 ` 111 11 I1 1111 rr r 1 11 , 1 r 11 1 1 1 ` p/~ nn 11 4' ~~~1/// I I r , 'I„ 1, I'1 r/ r' / I•I 1 1 1 ~ I I I 1 I I,i?' I ~ 1 _ I I~, (I, 1 I 1 r~ -?'r,'/?' ~ \ 1 1 ! I / , l , / , II r , I ' ~I~ ,1 ~1 r r I , r , 1 I 1 \ , Tr 1 . ~ I ` 40,G I 11 T ....,,JJ~y.~ I r , , / , I r ~ . .I : ~ r J l I I / I / ' , I / I? . , I I I' ~ 1 I • / A
1 I 1 I I' `1 ` `1 111 11 1 1 ill 1 11 ~ I I D.8D1 ~G, ' , ® 1` ` 1 \ 1 1 , ,1, 1 1 1-, r.l 1 1 `~I .1.., , ' , 11 1 l/ I r ~.L I \ 1 1 1 ,l 1 1 , 1 11 ,1 1 1 / / 1 , \ 1 I 1 l 1 , / , , H ` ~n1t. r `rl _ ,111111, ,1 1r, ,I 1,11 , 'IT ,,Ir l,l, '>,Y 1 1 1.0 AV. . , SRI I 'DC -~Y .7381A8. ` j 11 . ~ ` I , ' , I 1 I I ' • , ; ; • . • , I II , I I I , I ~ .~1 . I ' • „ , , , 1 1 1 I ' / r r I I 'r' I 1 1 1 I 1 1 `I \ , ' IJ~ , ' f~ r
- Iil \ , l~l,\\,ll ll rr~, Ir ,1 , ,~~j , ,Ir 1 Ir rlr \ , 1 , 1 'r , r r , l , Y1` 1` 1 ~,T 1 l ~ r ? , EIP ~ 1.o~s Ac. _ - ~ , 1 ,1 1,111, . ' 1,~,I,'r :?r';' ` , I I f, I , , , - , 1 ~I ~ I-, I r , ,1',1, \ \ , I I , , `1 rr, 1 r I / 1 1111 \ ,1 ,'fi'r , ' / r , 1\ I III', , 1 / , r~ ,'r ` 1 III 1 I, I . r 'r j. r/ , ~
TOTAL AREA - 35.630 AC. , . ,11,,.I , ~-..y~ ti~\ , ,d 1 ~ I ,1'I 1 11 1,,1. , 1,. ~ Ili, Q~1 p,lt.' 'h Q:5/4/~ h`- 8; r I r r 1 I / I I • I r I' ~ , II, rl,r r/ 1 1 1 r/'' fTl/',/lv\, ,rr ' ? r / rII , , / r , / / \ ,r 1 11 1 1 I Il~~r 'r I r~' r r \ 1 I
I - - TO BE SUBDIVID D , . 'J ~1 I,~.11 1 1, ; \1 ri' 11Q8'71,~c,• ' . A r,l 1 E , , , 1 1 1, 1, 11 I r ~ / 'I r r, ' / ' ' ' ? ' I ' I r r I i 'I ' 7V ~ r ~ r I ' ~ l , / l r r / l + t ~ \ I I I r l ' ~ ' '1 ' r / ~ ~ ' J ' , ' , 1 / I I / , ? ! I I I r , / , ? r ' - ~ r , 1 I I 1 . 1 ~ / '_~rI` 1{~ / ' / , li I , r II , I rII Ir,II , I ' I I II,I , r r 1 , ~ , II I 1 , ~1 I 1 \ 1 11 I II11 r I '7 Y" :iI r I 1
' ~ - - - ~ r , 1 111 1, ll ` ~Od.R 1 1 ~ r, 1 1 r r / J' / -1 . 1 1 r / - - - - • . - - , ,1',11 `~V~= 1;:. ,1 C. ,r 1 ~ - 1, 1.b19' AC'.1 ' \Iq,R + r 1 I ' r 1 I/ I r r I ~ 1 1 l/ I r 1 I r r l + 1 I - r f_ I ~r / N I 1 1 ' /II ,?,1 I,r„II III 1 1 I lI III ~ 1 I r 1 11111111`, /yl r / I 1 I I iV r~ /4.R1, l , I 1 1 ® / , 1 1 1 1 I III '1, i'. r• r r r .~ltg AC.1 / I I -,r I I I l' I , III 1 - 1 I ~ / ' . I -
.t/-. 1/ Ly,;, ,,,R~~~Apt" 0.583 ~ 1, 1 r 1 II ~IIY.9/ IAC:/ III ' 1 /l II 1 1 I • fI1 IfIII I +~1'1 r'r r I ? IJN,,r'/• I I r 1 / , J 'I / r/,~ II ' I t 1 1 I I 1~r, / I /f~{~r 1~ I~~/, ' 11' / ,I , 'II III rN IIIIII I I1 ~ 1 1 I 1 I'~•• r1 1 I I I'l>. rl qr rlll r,I „1 I Jrrl r /
LESS R W - 2.671 AC. , - / , , , , „ , 1 r 11 ~ , . r •AJ ~ r / - 1 1 ' 1 I' 1 r 1 1 h, ~ , ' D:588 /AC. . ~0, 1q.R • -1 j i • I ~ 'III , II I I I 1 1 / , l l I I , ' r 1 / II , 1„I, r 4/ I , r 1 / ' / ' ~ j/ Y.4T2,A~ r , 'I, r, n I'I•I`I111'r I~ 1 1 1 ' 1 ` I I ' I I / ! ' I I I'"r 1 r,nll /,l ,I Yr ~(i (/IIIr , II , r.. ' J 1 I r , Ir.1 ;~1 1 1 1 1 1 1 1 I AI 1[~~! 7 ' ~ Ir' 1 1 Ir IIII 1 '',IrI r11 /I 111 ' /
///i' •1G. ` , I f ~rr ' I, r 11 "I l 1 e _~R 1~.' ~lq,qR~. I ,r,1 ,r,'~111 1I II I I III 1 I I I I I Lv h?'17 I P 1 ,llrrr I/I'VI IIII I ,IIIr ,I 1, ! li ,I / I I I I , I/ I r , II MI 1 I I I I I I I I 1 1 1 1~ I / I , , Ir I r, l 1 1 I 11 11 1 1 I. r I r 1 1 ~ / 1 IrI ) I 1® 1 1 I r I I r ~I I' , I I II I I I I 11 rl , I I r r 1 1R,/ r, , ~ I 1 1 1 1 1 1 r 1 ' r 1 / 1 I I r 1 T r 1~ p I I I
r 1. , ; ~ ` ? , t i - • • . - `I , 1 a 1- ` 1B~' 1 - @' ' ~'/5, . , 14 AC. ~ - . y LESS RECREATION AREAS 0.5 • 1, f 1' ~ ~ , a I ~X, b, ,r,ry ,,,~~?,r{~ I,I,,,III,I1,111, 1, s~l2yll~,, I \IIII I j1 ,I,,1„,„ '1 I r I d I I~ I r~ I I I I 1 ~ I ,1 11 1 I 1` I 1 { , Tye I !III 1 f I Ij'~I 1 ~111I t 1 1 1 1 r 11le79 / II, I / I I I I 1 1 1 1 1\ 111 r , , I I 11 I 1 1 \ 1 1 ~ I I 1 1 1 1 1 1 , f/ I I I I 1 1 r1' 1 11 ~ 1 ' I I Ir , + r /I 1 , 11 I 1 1 1 \ / I I 1111111 I r . It 111111 \
1, /„r,, l,~', , r. ii... IQn~"/ .1A 1r,1F~7f, , , , r r/r' ' E r r , • , ` --',!,,rl Ir r/l, lirr I, rrr ~ ;`7 R\'• I 1 '~M~. , ~ l /r r- fN r r1 I 1 ~ , I \ yr r I I I r /1 D.E 1 r 111 I I I I 1 ,rII I I 1 1 1 1 1 1 11 1 1 1\1~ I, I I r 11 1 1 I 11,,, , 1 / I\ r \ 1 1 r , 1 11 'IWI I 1 1 1 + 1~., rI. / ''TT'1 La.ll1 t 1 1 1 1 1 1 1 1 1 11111 ~1 11 1 I / rrr \ r , I f 111 1j11II II~1 11V 111 1`~` `
' ~ f ' a`1'r, ~ ` ~ . .0.611 ,~c,ll „r b,89,~,AC., ~ '~e I LI 1 I' r IIIII~IT 1 11 I I I ~ 1 I 111 ~ I, r r 1111~r 11 \ I 11 l 1 1 1 \ 1 1 1 1 1 I I I I 1, I / I I 1 1 1 1 111; 1\ \ + + , I W1 R;11, 1 I/!I I I I 111111' 1 I I I IV 1 1 1 1 I 1111\1 r r r/ l1,~r r r 1 1111 1 I I~I I1t \1
NET AREA = 32.445 AC. ~ • ` I l;',;° ti'1' ,+4 • ®-Y . , • ~ ~,•,1 D:84 A 11 1 11j1 I I III 1 I 1 1 1 1 1 I I 1 1 1 1 1 I r 1 1 4\ 1\.` ti ' 1 'l 1"' A l 1\ 11 p. \ I 1 1 \ 1 1 / I 1 11 r , / r r~I r r r I 1 1 r I I I I I I I 1 1 1 r I , 11 r 1 ` \ 1 1 f I I I 1 1 1 1 1 1 1 1 1 1 1 I I I r 11 / r, 7 /II J 1 1 1 , 111 1111111, rl 1~ I I I 1 1 , 1 1 1\ 1 1 1 1 1 1 1 11 \ Ir, I I Ir l i 1.'11 \1\ `L,', I 1 { }1111111 II11, 1 1111 1 \ 1I \ , ` 1 \ \ \ 1 1 1~. I 111 1 1 11, , III~/I rI IIr/ 11 \~`.:\`1 -
, S ' ~ 1 . -r rl frrl ,r, .~11-A~,`. 1 ~i ,~a•R r :1 ' 1 , ~ r, ~~~11' 11 . - - .e sine. " rl, r r T 1 ` r r ' I \ 1 1 1 1 1 I I 1 ~J \ , , I I \ 1 I 1 IIII (IIII 1 II \ I 1 I 1 fll 1 { + + ` \ 1 + v"1 1 1 1 ~ • / I I , I , 1 qI/ • 1, 1 I/U 11 1 In I 1 \ 1 1 1 ` 1 1 ` 1 1 1 1 + I ' . ~C I IIII I' ,1 MI ~ I I r 1 1 I I I ~ 1 1 1 1 \ ` 1 \ \ \ 1 1 1 I 1 ~ r I r I r l I \ 1 1' I,
= 1 , 1~~• r ' l,,r '1 Ir/I 111 1x1117 ~.1 •y,~ ~ ? ` ~n T' 1`~ I// ,y, 1 r TOTAL LOTS 22 _ 11 I p //?1~~ ~G r - 'rrlr I~11 11 l 11 ? -111w ^ 1 ` ? P i f a 1 1 1 1 I 1 , 1 1 + + I ® 1 1 1 / , I 1111 1 1 1\ \ 1 I I I • , • kl IIII l ~ In 1 I \ + + \ \ \ 1 1 1 1 I ~ 1 1 ' I r , 1 , r I , I 1 , ~ 1~1 1 \ ' ` ' I I • r I I I 1 I I 111 + ` I 1 ` 1 I ,r r 1 , \1 It , \ 1 1 \ \ 1 1 1 1 I I ,r? , r41r ' 1 1~`1 `11 1 I , , 1 Ir~ I' 11' 1 11\ \ \ 1 { 1 { \ + 1 1 1 1 1 ~ , Ji ' 1 1 1 1 \
' 1 -rlrrr'''I~' ,1'~II 111 n,ll,l,l ~D.\. , ~ •~~V , 4tiMO>~d ' - - ~ `4,29 ,AC. ~ ~A ~ X ' 1 =~.~„1. r 1 l,l,,,l,,l,l br{y~ 1.030/A~ ~~>IQR•/ QI ' II 111 \ , \ 11 11 1 \ + \ + \ \ 1 \ 1 1 1 1 ~ 1 I , I r1 , II 1111 1 IIII 1 11 \ 1 I I / , 1 1 \ 1 1 \ ` + 1 1 1 1 1 1 ® ~r'7- , r I~ I I I{ I 1 I 1.050 IA / 1 $ ' I , 2y234 AC r, Irr III , 1 + 1 1 1 1 1 1 1 \ ` 1 \ I \ ' \ 1 t 1 \ - • ' , r / " 11' 1~ f 1 1 1 III 1 1111 / I 11 1 1 \
1 11\~ •r 1 `r ~ 1J11111,11111,1 , , ~ / _a~~ ` . Irv` 1 i I I' ryr , r,r,,~•~, II II I I I+ I \ , II 1 \ 1 1 \ \ \ , \ 1 1 1 1 , I I I I~1. 1/1 I l1j~f1 I ~ II 1 1 \ ' 1 1 /1 Ir ,'IIr II /~l I \ 11 11 \IIIIII 1 1 ` I 1 1 \ \ 1 1 1 1 II I / 111 `'I II1111'11111r11j1{II\111\ 11\'1 1 1 1 ( r 1 r11< Jgyl, h. 1, I 1 1 , 1 1 1 11 1 1 1 \ \ 1 1 1 1 1 I I I 1 / r 1 1 1 1 1 1 1 111 1 111 I I {
r ~i AVERAGE LOT SIZE = 1.475 AC. , y t J , ~yy~.¢F rr I \ \ 1 11 I . \ 1 y 1~ . i/ III III I 1 11 1 1 1 r 1 1 11,/1 1 \ \ 1 \ I rf" , ~ 1 \ , ? y~ . I• 1 1 11 1 I 1 r 11 ` ` 1 1 I 1~ \ , I , 1 ~ : ~ ~ iii `1, rII I1 r 11 II III ~ 1 1 , 11
1 •0. ,r 11 111 \ ; y,«,=`/IJ -I 1 111,1 `~°'S..'. ` 1 11 1 111 Illlr ~ ~ 111 + 1\1, 1. S 1 1 111 r 'r 1 1 1 I 1 + 1 1 1 , tt 1` 1 / ` . ~ 1 I r 11 1 Irlll 111 11~~1 ~1 11 1 1 1 1 1 1 ' `1 \ I, 1 1 I 1 r r , \ • ' I 1 11 II 1 ! 1~\ , I I/C
29 ~ ` ~ MC. 1 AC. TOTAL ROAD LENGTH 2,0 _ - -J~a .r 1 1 , / r \ , \ 1 11 1 `11`\ 1\ ~ 1 sv' '`i. I~11 I r1' III 1 11 `1'' TIC
, , _ , / O.TI9 1:F.~.' ~ 0./7J I II , 1 I / I ,1 I I 1 1 \ \ f / + r • ` 1 III 1 III l ' r = J ly 11i `1 II111 ~ ' 1 ' f I,/?~ 1111/1/1 111 \ 11 I . + I r I 11111, 1 II 1! \I I IIII\ ,m 1 I / I / I I I 1 1 ' i' \ ~ / I r II 1/1• 1 `I 11 ~ 1 \ ,ly. 1 I r.I r 1 1 1 1+ 11 ~ ,Iwl~~.rp~~- 1` \ ` ? I 11 11 I I 11 1 'll \ 1 .,11 1 1 1 ~ I I , 1 ~ . 1 1 1 1 1 1 \I 1 1 1 I - , i~YJ. \ I r 1 1 I / . 1 1.
0, IF . - ';1 / 1 • 1111 \ I 1 \ f- 1 11 11 - \ 111 0 ? ~ 1\ , I r 1~11! I I~1 I I~ \I 1 1 1 1 1 1 1 ? 1 111jI IIII 1 1'\ 1 1j11 \ I r %i' I I , , /"I/ I I ~111lr~l 1 1 ij'.
NTIA INGLE LS PROPOSED USE RES DE I 1 1 / >3 C~I I 1 \ 111 111', \ . ` \ 1111 -.(y,' : J\.. ~,~~}~{~~1~1 • I Ills 111 ( 1~I111 \I\ 11r I~~ 1\111111, I y;•Sr- 't'om!. \ ~ rll~{ ,r 1 ry111 • "
FAMILY SUBDIVISION 4.43 : c. ~ - ' + I o ".u 1 ~ t ,1\\`1\11\\11` `y ~ ` ' .?\?rI r?/ `1\, 1 ` I~/=I. If ~ II ~I ! ' 1 II 1 /y~8 AC.` 1 \ 1\I I\,,\1~ . Y, t1'.....• ~ II'''. ' 1 ' ` . 'r ,I~ Ir IIII 11 1 I I .1`. 1 '1 , '\1\ \ 1\+\, ?`I... V 'I, Irr? ~1 1111111
0 • ` , 1 11._. 1 \ 1.+a'1 1 1 • - - ` J r , ' \ , 1 . ~ ' r 'r JI r , , / p J 11i I I I I I
0, N/F - .=~i,1 1 \ '~"^'1• \IIr . 'Ir I1h I , rll ,
HEMIY THOMAS 8U1M Q D.B. 104x, PG. 2S1 r3~15 ,fit` 1 ~ , -I,,,,'Irr;, I ,,r1,r r X11 11„ II1 ~/1 r', 11 1/
D.B. 779, PC. S70 ~1 14 ~.R ~ a ' 1l1, R
~ ~~I•IIIY 9~ AC 3.485 .i 'i1 1 1 II 1,\,' .1 L'.fLTJ`~ f \ ; \ \ C 'I rrrr ' ~ /11( IIII / II •I'I1 ` \ \.1, \ r ` , 'r brr ',bnl(11I'I 11~ IfSMi11y 1` • \1 ~ • 1w~ " ''I j Ir i I,I I _
0. TOTAL AREA = 59.262 AC. I r a 1 ~ ,I I. 11 II 1 1,\•` . `1` 1 ~ ~L• , , II 111 'I 1 1111\
I ~ ~ (TO BE SUBDIV DED 1 ? 1 1 \ • I 1 , / I ,~/I, /,1111.1 rr11 , f1 ~ 1 \1141 1 , • 1 / 1 / ~ l,` , I / ~ ~RI ~ r 1 I ~ I I / u~Il I 11 I1 1 (,I
.TZIt I 1 1 ~J1,JY4 .q. I 0.9~81~C: 1 1 ` , : , ~ / , 1 f I I 1 , \ , .8~4 1 1 ~ .744'AC 1 1 +1 I \ - I r , I ;`C 1_ . , r' I ~ : 11 I r f r , , I; I ±-J V.~1 ' 1~ / I I
O.E ~ \ 11 , I 1 111 1 ` r l !r 1 •"'`.r I,, r 1 I, I 11111\1,, ~ f ` 1 / ' 1 1 1 , r111 I 11'' !II , ~ `I III 11 1 j ~ 'I/'` 1'II 1'11111111 I 11\1 1 IIr' .-T:' .'4.%' ~ ~ 1 1 1 1 L 1 1 1 , I 1 1 I~ 1 / \ ~ . r I , 1/ 'Z7~
LESS R W = 5.312 AC. D \ , i, 1 1 I 1 1 1 1 I I I' I • / r / '1 1 f I I I I\ I I 'J \ I I 1, I 1 1 1 1 1 I I 111 , r i I 1 1 1 1 r \ ' • / SI I l r, I I I .,,~5,'-' 1 ~ I I r l I I 1 1 11` \ /IIIr I I I , ! I r IIr, j, I 1I III I I}111 1 1 I I 1 I I,'' I /
~ , Ac. \ol8a~ a, I~ t +~~o:ll /y~11`II \ 11~ ~ r,,'~-=.: ,/1,,,111, I 111111 I III - I II AC. I I 1 I •.0 `~'i + \ 1 I ~ r I ,1. \~'r 4rrJr/I 1 1 I ~ I 1 I I,', rII I, ir4 \ 1 .I I 1 'r ` ~ ,I\ 1 I 11 r I .d ) r r1lr f , I I rrI/I® I rh{~'I I I ~'1 1 1 I~ ra I I I 1 .r'1I ~rq
LESS RECREATION AREAS = 0 AC. T I r l , J JJI `1 \ • I ~ ` 1111 'Y" 11\\11 1 r ~ / Ih I I r ` , Ir i / / rl ,r /'I rI 1 ?r rj`/r r / I `l~r ` r• , . \ 1 \ /1 r / ' 1 ' I I 'r i 1 11 ` I ' `'r, rl l I - 1 •r1 '11`1 I, l1 III 1 1 1 Irr I 1.1~TA~, 1-., `11~ 1 ~ 1\ \ v1 I • I II 'rlllll ,l I r , I , ~ ~ 1414 1 I I I .f 1 , I r t) `AI'^"^' : ` I \ \`\1 \ 1 1 1 r r r ' 1 :~s: , ,I I ,r I I 1 .~!~Ii~q' IIIIII 1 I
1 r s! 1I rl K'1 • • `1 C ll l1 1 1 1 I ~'rr ,III ,r r1 ~r I , 1, r 11 J7 p ~ u I I 1 r. . I R r 1 r4 ? . UFFEP\~ ! 1 1 III 1 . ~ r , ? I I r , I , III r e', " I I I I / I' • ` 1, \ ~ 1 I I 1 f 1 1, A/ I/ I, I IIII I I I I., rr b 11 I 1 11 1
o.l D. 1 11111 I, -/I - IJ 11 1 I I I 1 /V1111 )1111 fu+ r I ' 1 11 ~r, I~II,r I//rr ll~'r I~~~.i•rr.i i,4 1r, r11111~11 1 ~1 II Ir r' • n`\I111 `1 11~ 1 III( 111 ` / III I I 'I'I~r11, / , III"l „i,s 'rN hrr I I ~''I 1 11 1 / JI! 1 ,II „ I I I II 11 r , I 1 1 ' I I I I ~ 1 I I I Y h r I / 1 11 \ ` 11' r, r//• I
NET AREA = 53.950 AC. ~ . 1 t'.2I9~ 8• 1 11 r~, I I r I ` 111 I ' / `I I 1 t ~ / _ . 1 r 4,'4r I 1 I 5; ~9i:~, r ,I III I I 1 ` 1 1 1 I .g8 I~ I ~ - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 j / , I 1 1 / \ II I I I I' 1'' 1 1 1',\ V % r~ r l,r ~ yTJ•' 1 1 1 1
r 5 III , ~0. I ~1 1 I ~ , R>, _T.8S3 ~iC.` - : 1 1 1111 \ I I I 1 1 • , , III 1 1 r . , \ . ` . , - - ' r I,, 1 1~~ ~ r I'II'I-/I,~~ i' 1 1 11~1ttII I I I 1~ / `11411\ 1 ~1"` ;..r :I~r 1111 ,Ipl? 11 I .rII ry.13 6 AG./ I~i 1 111 IIIIr7V II'r ~ f 1' '1 1 , 1111141\ '#i:i~.r, ,'rl,r 'I'
PMT o TOTAL LOTS = 41 4 1. ll 1/1 \ \ / / lye - - , I ~ I 1 ? I \ •I t I . I IIIr 'I I 1 1 II I ,r II (1 ~ II II 1, I 1 / ~ 11'1 y~`r rI I 11 IIII , 1/ I', - - 1111 l,/ rr I\rl 1 / ~ 1 ~'I 1'~i;~~li - ltd; IIlr,ir~ /r,I I 1 ^ ~ I 'r' , "i li I** 1 ? ~ '1' 1 T ~`-=t'\..:- ' b. ?'i~i, , rrI r, , ` ,
PNtISE A . o , 1 I A l l ~ , , r 1 r ! . 11 ( 1 1 11 I nl rr r l I / I • r 1 r ~~I , ~ } ~tttll~ / . , , I, I r„ rI 1 1 1 1 w ` 1 1 ' 1 1 1 I I / r , I r, I y ! ! a % i r„ ' J 1 R , / / -J?t • .i I 1 1 / /~i / I I ? 1 1 "!ir ~`i ~ - , 1 rIr r l r
1 , / rr~ , rr I R"' r/II II rIr III ' I / 1~ 1 1/'111 r , rI/' ~1r:Ir 'I r , + r11/q~p ``i lrll"I 111 , II ? \ 1 ~I y1l rr.:i. - r. ,IVr `I , 'r'IA , !~I 1 1.3401 AC. ' I ' ' r I 1 1 I 1 III I / ' 1 / ~ (1 ~ I 111 r I ~ . r1 .I . • , 'l r , I„ ,1 1 1 r ' r
AVERAGE LOT SIZE = 1.316 AC. - ~ ' ~ ~ 1L, v , , ~.y~Y I~I M ,r , / r l r IT ,I - 4_ 1 I / ) i 111 I 1 \ ~ - r r . / r A~ 1 I'r'k,' ' _ y.~l ~ . r ' i •r. 1 `I 'r ICI , ' \ 11 , I r Ir A,(,,,, fl ~ J l I 411 r I ~ /h 'i• - rI11 r, \ \ t 11 1 l I 'I„~T ' I ' .1.=r.~lt- I I Iry~~p}~[~/I 1, ~ I r ~ r rr, I IMI , 'rI . ~rr~ 1 'r r' ' 11 , , ~ , ll 11s,1 I / J', rp 1 I /I~'~I,/~r r'.r. ' r.r , / , ,?~rC 1 \I J -r , .I / ? I I rnlr r \ \ ~ / 1 II 11 '`G1 f I r , 1 . A'r'•
1. , 1 ~ ~ ~ . 1 ''i•i , i / /r'.-.'~~ /r I rr I 'r 1 ~ \r' ~.•y I1,I rII /\11\ 11 ~1 rI '„I,' r` r1\r' Ir ? - I Ill (1 II I , , IIr r 1\ r _ 'I ~ `I 1\11 r,/ 1 \ PMI'~, rl,, 1 / ~ - r11` I, II 111 1 / \ ~ / 1l~1 r/.I: ;'r I 1•`.,1 \ ' 11~ 1 'I
NGTH 4 287 TOTAL ROAD LE , I ~ ? r'I1lr,rr'Ir /r IrI I I , • , ~ ?ri ttiI 1 N ~ ~ 11 ~~'r I / , r r 1 , , / , r 1 t r/ r I / / 1 \ ~ r I 1 , 1 1 ~ :1;Is! ! ,rIr I r ~ ' I r ~ , I r ' III ~ - , '1~(~ rII, r \ , \ ' I 1 I r r ? r r rI 11 "'Ir , r,, , l I } 1 ,1 1 r % 1 \N\, 1 1' / 'I' 1I : ' `/1~ 1 r
i ti BB'I _ rr?rr Irr, f,',Ir r~•• ,I, III III `\11+1V \ " 1 I I / / p, ' 1 '?r ~I ? r rI'9 ' ? i• /rP, , / :':ir - 1 r 'r' 41 I 11 .`iy~y~ 111 r 11 fl °f9/, ` 1 i 1 - 1
A _ ~ ' % ' r \ rr 11„' rrr , ~ \ 11 I 1 ? 1 / 1 r,. / I II I r ~ , ~ i. ' ~ / I 1 r'~~ /I;~•~ ~ \ 1 11 ~ I 1 I I f / r I/ ~?I 1 iI; ,I:, lI 1, r / • \ 1 I I, I. 1 Imo, I rII r rr, 'r 'I I ' r r1 \ 1 I \ \ 1 ,\11, ` J 1 I r I r r,, rIr,: , ./r, +~1~ 1 ,I, } II
- RESIDENTIAL SINGLE ~ ' PROPOSED USE , 1'1.306 p~'rI, , r/,r 'I,, /f!~ ? '~r' 'rI, \ ~ 1, 1 1 ~ \ I 1 I - 'r 1 + r''Ir qi4 'r '1I 0,.711 . 'r11,r, II.I ` J 1'~`\ I ; \1 / 1 11 1 1 , yr / r 'r' r /r r~ r' 1I T rII rr /rJ \ \ a"1' + + I `1 1 1 1 \ r , 1 rl + •GI I I I'Ir' I ~'I' 1 '1` I 1 r I: ,~r/ ~ . ~ r (I r.r'. 1 11 1 ` 1 \ \ ' + 1, 1 1 1 1 1 : •
FAMILY SUBDIVISION ,t. - ¢.I I / ll 11 I I I 11 i'r 1 I / I `~I~ • \ l , • 1,~r\ ` \~I.rl 1 1 1 I I 1 1 1 ' 11 I r ' r/11 II I 1 ' ` I ' ~ - „ ` , +r r,1 / \ 1 \ \ ` \ \ ` 1 h1 11 1 T. 11i r • , ` - -I' 1 I ? ` 1:. . . 1 \ 1 \ , 1 1 \ ,1 AC. III 11 1 1 \ r'> 1111111 1, 11 r,1I \ /I• 11r~ J ~ y,~ 1 ?\1 ~ ` -C` ~1~`f1;1 yl , 111
\ 0.7 >J.~887~A . ~ ~ , 1 AC ~ a ~ 1 \ 1 I 1 11 1\ R I I ~ I II 11 1l \1'I - Ir-- </~,,~r h/ \ 1\1 1\`1 r \ L 1\ I 11 1 -I 1 I O N \ N•, 1 /r IIII I, r - :i/'I' ,r. 1 f"~-Y• ~I • •x.1111 1 1 1 .?r h111\, ,`11 , r ~ I 1 I I,ll I r III - r, /II/ti... I": rF>i. t ' 1 . 1 1 1 `I 1 1 1
( I 1 ,>>~~j~l~'r.l 1 I11r 11 1I 1 I r I . 1 \ II 1rr'I ' 1 IIII \ 1. , 1 1 111, J I 1 I \ 1`,1 11 1 11 r 1 111 11 I - , 'Y ~ ! 1 \ 1 rr I 1 1 11 I I I 1 I,1 1!1 1 III I lr~ `1 1.' ! , '?•1~ r , i/ r, \ , 1 1I~\` 1 1+\ \ N \ ? 11 1 \ `!r , ? 1 1 1 I I 11 1 1 . ~ . ~ ~ I Irr - ' • 'rI • - \ II• ~ \ \ u 1 ~ ` . \ \ I \ 1+ r 11 1 1 I ` I rI _ / I - • r~ ' rr? ,1 1 .1 l 1 \ -~y
NOT TO SCALE - '1 ; ¦ ¦ 1• 1 , 1 I 111 I 11 I 1 r , ' r/r^lr it I .I • \ \ ` , 1\\? 111'1/ 1 ~1 \ 1- 1, 1 \ / `I \.1 11N I fl 1 II IIII 111 1 ! I• 111 'Ir. , 'I .4•Ij~ . Ii I ' ll` \ ? \\\v, 11111/1/ '.Ii'ly,rr~y - 1. 1 \ 1 I I' I 1 1 ~1 ~ 1 I{ I 1 ~ . ,~/1A r \ r ' , rIr , + \ I "r 1 11 x I 1 1 1 I 1 I 1 IU I 1~~y.~. I,'
¦ ¦ ~ I I .,~N11 1, 1 II 1 1 1 1 I1 I1 1 11 "r ' • ' ~I,/f7'ri q ' ' I I 'rIr 1 _ • , 1 / 1A 1 11 I ` -Vi - 1' ~ 1111+" 1 I I I I, 1 1 1 \ I Ir, 'Or - Z , I r I \ R. • 1 - , I I /I 1 •ri I 11 11 1 1 ` \ . r, / - /1L, 1 11 ' 11111 1 1 I{ - ! 1 111 N11111i t1,, r1 ~'~r,i 3•~1;,,. 'rII r I 1 `1 • 1 Yf' I 1 I \ 11.1 I~ \(~~II I III 1\ 1 1 111 I 'r : Ir, /r~1 f I / I I I I1 II 1 1 ly
I \1\1 11\ 1 1 11 'i 1 •i i ~ 'i` r I I • \ 1 1 I r aI, 1 \ ` I t rl~, '1h, ? r' II I 1 1 1 rI II I \O"•? _ 1 I 1 1 1 1 N 1 1 r, I , I .'i '~,r ' r I 1 1 I 1 r 1~ 1 - I 1 1 r , 1 1 1 , i, ,
~ r TOTAL AREA - 136.306 AC. ¦ - 11~ I r 111 111111111' 1~~, I 1 11 '1' `~\1 • 1•I I 1 1 Il '1• 'r rII 'F: ~r~/ I I \ M -c\ 1 , - y.
N ¦ ~l 1111 11 II I' / /I,I II 1 ,I rr „ :s", I • I I1 >r . , ,r' t[~ - 111,/, 1 1 I 1'~1~/~,( 'r / r/ 'r I1~ J 1~~ • '•+I•• 1 1 1 1 1 1 1 . r I ' rrr ! ' / IT f ' , ' ~ i - • - \ {`,1115.1 111 ` ."~1.i' rrr ,I• .1. I 11 1~ r~ ,Y``
TO B E SUBDIVIDED _ _ ~ cARq.YN F, ,Ia+NSa+ ¦ ¦ ~ \ • • • 4 r NO DEED LISTED ¦ ' , ' Irr/, I!~yr • I 1 • I 1 \ 'i-/~ 1 ,r. 1 'r~,~? f•I 1
¦ ¦ ~ • • • ~ rIr , ~ l.~`;', 1 • , ~ I 1 ` r/r///IIr rII,"1 '•,'1 , ' 11~ L ``1\ r~+-a I r//// ( 1 r / ,11 ~ ~ J 11 ~ I '111,1 ~ /r
LESS R W = 11.458 AC. • ~ • ` ` ¦ • • e r I' I , 1' - II II` c-C` ti 111- C It I \ `1 'IIr ~ - 11r I ,I `a ` _`__:~~,~~ti!=. 's~. ~ 's
• • ¦ IIr/..; ~ r, I:"FI1j ~~~~f~~`IL r -C"'~~:=-
LESS RECREATION AREAS 1.2„11 AC. . . • ~ NOTES: //r'' ',II~1 '~\`Zti}ti. ,,1:~f 1 ALL LOTS ARE GREATER THAN 20,000 SQ, FT. / ' ' 1 : i ' ` ` -
• N/F r I } I , r CARq.1'N F. JOHNSON • ' / I ' ' I ' I• 1 ' 1 ` "~I'
• • ~ ¦ . • 2) ALL LOTS WILL HAVE INDIVIDUAL SEPTIC TANKS NO DEED U51ED I 11,1 ~ ` ( 1~ ; 1 1 I , , ' ~ AND WILL BE CONNECTED TO THE FRANKLIN I 1 1 1 r - ~
NET AREA = 123.597 AC. COUNTY WATER SYSTEM. IVES N'~~ A b 1 PRELIMINARY SUBD [Q. , L I~ ,
¦
• TA T = 96 - : ¦ TO L LO S • 3) ALL ROADS VNLL BE CONSTRUCTED TO ~ N.C.D.O.T. STANDARDS AND DEDICATED AS PUBUC.
¦ ¦
¦ 4) STREET TREES WILL BE DETERMINED BEFORE FINAL PLATS ARE APPROVED. THE NUMBER AND SINNER EVEL~PER:
AVERAGE LOT SIZE = 1.287 AC. SIZE OF TREES REQUIRED PER LOT WILL BE `Illlllllllif,f
¦ f1'I T~ ¦ ~7 CALCULATED AFTER ROADS ARE CONSTRUCTED, A AEGEAN LAND COMPANY \\~\,~N CAR /f~/ TREE PLANTING PLAN WILL BE PROPOSED SHOWING P.O. DRAWER 1859 . Q\ "~•..0 Ii v
TOTAL ROAD LENGTH 9083 - I t ~ I ~ • ..G , PHASE THREE, FOUR ~ FI E ~ LOTS WITH EXISTING 1REES AND LOTS WHERE TREES WAKE FOREST, NC 27588 ~ "•.ti
~ • WILL BE PLANTED. 1 - 146 • Q .9 % - ~ (9 9) 556 2 a REF: MAP BOOK 1997 412
• = SEAL 5) TAR-PAMLICO RIVER RIPARIAN BUFFER RULES - REF; D.B. 1086, PAGE 556
RESIDENTIAL SINGLE ~ P D USE I PRO GSE ~ ~ APPLY TO STREAMS AS SHOWN. ~'3~ 2'
FAMILY SUBDIVISION • \ • HARRIS TOWNSHIP PRIVATE RECREATION AREA DEDICATED TO SPENCERS • / ~ s> ~ •.,s~R,,.•• FRANKLIN COUNTY, NORTH CAROLINA
• ~ •i ¦ '-1 GATE HOMEOWNERS ASSOCIATION TO FULFILL THE y
. 1 roeulrl lei rnliuT\I acrarennu rIr: ni uarucruT 6gE1 A.~;\ .nr,
LINKS 10
- \ ~ srdan•s ah ~oru~rt's ASSOCIATION u pA110N I PROVIDED TO AND APPROVED 7) STREET NUMBERS WILL BE BY THE FRANKLIN COUNTY PLANNING DEPARTMENT PRIOR TO 7
11 -~~_A -10.W ~ RECORDING OF FINAL PLATS SCALE 1 "=2O0'
NODES
REVISIONS SEPTEMBER 9, 2002 REVISION DATE DISCRIPTION BY
LINKS TO NODE RATIO = 1.45 11 1 6-10-03 PITS M.A.M .E.J. ZONED AR
CAWTHORNEs MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS. 239 EAST OWEN AVE., P.O. BOX 1253. WAKE FOR XE FOREST, N.C., 275879 9) 2 7-15-03 LEVEL SPREADERS M.A.M J.C.B. SHEET 1 -1 (91

0
LINE TABLE JE TABLE LINE TABLE LINE TABLE ~ ° C~ N.C. GRID NAD '83 a CLIFTON
LINE LENGTH BE 50' RIGHT OF WAY L-• 1 47.90' S 60 ENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING SR POND
47.90' S 60'43'49" E L- 12 76.64' N 53'46'35" E L- 23 55.88' S 51 17'20" E Z7~~
A L- 2 168.60' S 3E L- 3 92.37' S 84 68.60' S 36'51'16" E L- 13 60.01' N 59'04'11" E L- 24 211.77' S OZ 50'40° W ~ 0 12.37' S 84'48'00" E L- 14 122.11' N 64'05'32" E L- 25 122.78' S 58'21'46" E
8' 0' PAVEMENT 6' 6' SHOULDER SHOULDER DITCH 4 101.57 S S4 01.57 S 54'08'23" E L- 15 61.59' N 41'40'28" E L- 26 118.26' S 48'14'25" E LEGEND: ~ ~
TOTAE AREA = 41.415 AC. 5 s6.a2~ s 75 16.82' S 75'45'28" E L- 16 45.12' N 41'40'28" E L- 27 36.85' S 48'14'25" E
1" PER FT. 1/4" PER FT. 1" PER FT, 6 95.00 5 50 TO BE SUBD11/IDED ..:G.::::.:'::::':::.~::~.::•:.•. 3, 7 1oo.sr sac 15.00' S 50'09'34" E L- 17 88.8g' N 63'52'49" E L- 28 64.70' S 81'x9'13" E EIP -EXISTING IRON PIPE o
00.67 S 80'26'51" E L- 18 119.00' N 59'03'51" E L- 29 77.77' S 81'49'13" E EPK -EXISTING PK NAIL 15.94' S 47'08'41" E L- 19 65.36' N 32'1703" E L- 30 22.46' S 84'08'45" E ®-NEW IRON PIPE SET ~WY 98
ti~ ts" L- 8 95.94' S 47 - N/F 1-2 6C 9 82.73' S 82 7 ' L- 20 1 L- 31 R/W -RIGHT OF WAY 32 3 S 82'1713 E 82.22 N 37'27 44 E 129.13 S 84'08 45 E CATV -CABLE TV BOX A
LESS R W - 3.475 AC. CHERRY V ROGERS L- 10 126,10 $ 74 & SADIE ROGERS 26.10' S 74'11'25" E L- 21 117,90' N 66'21'36" E L- 32 107.97' N 84'22'00" E EB -ELECTRIC BOX
M.B. 10, PG. 11 8° ABC L- 71 95.66' N 74 15.66' N 74'28'00" E L- 22 134.19' S 70'18'18" E TEl -TELEPHONE PEDESTAL ~
N 00'24'13" W EIP LESS R R ATI = - - 63779, EIP EC E ON AREAS 0.737 AC. 243.2°~ 2°2,5 16,.82 EIP PP -POWER POLE N OHL -OVERHEAD LINE SITE
28.62 I 761.69' N 04'D6'18' W LP -LIGHT POLE
~ ,q ti o w ~ 251.27= z - ~~`'Sy 182 w 31,910 s,ft. of 184 ~N 04'28~34'~ W T.S.P. ,45, 262.50 ws ~ 52.64' ~
NET AREA 37.203 AC. 37,,84 sgft ~ T ~ ? , 6 ~ xx 1 ~ la7 ~ • 0,733 AC 56,810 sq.fl. 235.4 25,8 86q.f1 50,392 sq.tt. o 0.84 AC zD.o' I
57.66' 11 2~ 1.304 AC. ~B?a 0.594 AC T S.P.1 AC. p E J m, MINIMUM BUILDING SETBACKS N
22s.as T.S.P.#2 s 3 # ' m TOTAL LOTS = 33 s ROAD 7 50 TYPE III P 185 ~ ~ ~ ~ ~ FRONT 30'
85 ~ UBLIC R ~}!'q 37,034 sq.tt. ~ 188 49-04 23 T. #2 257.90' •SP.#24 0.850 AC. C~ 44,509 sq.ft. + EIP EIP N~ REAR 25
0 T.S.P.#26 20.0' 1.022 AC. 10 CHERRY V. N/F ~ SIDE 10 CHERRY V. ROGERS
AVERAGE EOT SIZE = 1.127 AC. ~ ls~ 732, s .ft- °~E~ ~ sADIE F ''B 38,30' s ~ q 1'~ ~)S ~ ~ M.B. 10, do SADIE ROGERS / M.B. 10, PG. „ T i
q ) N/F 0.879 AC 1. AC. o yo 189 s-
, HENRY THOMAS BUNN / PO6 42,156 sq.(t. / TOTAL ROAD EENGTH 2,765 D.B. 1048, PG. 251 -...,.r / A x.07-~1 0.968 Ac. A N/F ~ ~ LEONARD FRAZIER
D.B. 779, PG. 570 ~4 1~L of 433' 4.06 / , 'I~ I,_ ~ ti r - . ~ 190 ~e / 2 S I- D D D.B. 360, PAGE 557
I 0 J ~ 179 ~ 1 63,249 sq.ft. ~ ~ 1 A v, ~ I _ mm
PROPOSED USE - RESIDENTIAL SINGEE 167,°D5 sgtt 1.452 Ac. ~ EIP N 00'36'55" E EIP 4 AC iW.O' 114.88' 173.37 301.65' 6 , ~ ~ EIP - - 1424.42' N 00'26'39" W - 344.47 ~ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ -
FAMILY SUBDIVISION ~ ,oo.D' ~ p~ TAR-PAMLICO ~ ,44.43' 6? TAR-PAMUCO ~ / RIPARIAN O2 iv ~ O3 5 . 14x.43' 87.62' 128.73' 203, 5i' 220.28' EIP ,oa'0' ~ ^ ~ ~ ~ / a O3 I TAR-PAMUCO \ 0
~ RIPARIAN \ BUFFER W q n ~ Q°, 34,217 sq. BUFFER ~ 6'I ~ 196 1`x7 0 33,621 s.It. o p rn 34,~i7 sq.ft. RIPARIAN / / \ / 73 BUFFER \ O
5~ ~ 99,022 s .ft. 39 t 0.772 AC. 0 0.786 A q N .850 sq t, o ~ (p 2,273 AC. ~ 0.915 AC. 29x.75' 0 0.786 AC. ~ / / ~ 9(I ~ ' \ ° / , `L V ~ \
~ 20.0' ~ 201 219.14 N ~ 20.0' 221 ef~j ~ / ~ 89 75 \ ~ / ~a 0 ~ 0 ~ 219.14' ~"D.E. 74,462 sq.ft. ~ O 72 ~ i - \ \
1 ~ ~ ca,85 p'E' m 34,890 sq.ft. ~ - ~ 0.801 AC T.S.P7. 21 2004 1.709 AC. ~ 22 ~,I A / 04 20.0' ,is,2s7 sq.ft I ~ \ \ \ ~
~ . ~ ~ T.S.P.#14 w 6 46,e36 \ D.E. I ~ 45,836 sq.ft. N 2.738 AC. ne 76 ~ \ - \ v 13 I O 71 r' 5 \ O \ ~ /
~ 7 T. P1 , 70. 6~6 EIP6 '00 1.075 r• B TOTAL AREA - 35.630 AC. o, 178 ~ ` 5x.849 Sgft? # 11 195 h' ; , 25,°°° sgft. 1.075 AC. g4 ~ 88 \ \ 0 ~ O \ \ /
a • ? °p• ? ~ 60' ~ 5 `'S S 290,370 sq.ft ~ ~ 1.351 AC. ~ 56,070 sq,fl. A ~d~,Q,574 AC. `T3S TO BE SUBDIVIDED s 1.287 Ac. o $.P. 1 / a 92 ~ . ~ 3 ~ \ ~ ~ / \ 39, 35. ~ ~ \ \ ~ 7 D /
s 6.666 AC. ` ~ iQ8 ~ 05 ~ ~ P ~ 0 v 05 \ (_7 77 \ / D / ~ ~ ~ / x4,371 sq.(t. / ~ 23 ~ \
6' 9 ~ ~ 0~ 1 7.91' 197.01' 0 25,392 sq.ft, 9~~~ ~ 44,371 sq.ft _ f~ ~s, a,• 1oD.o' ~a`~ . 194 ° 0.583 AC ~ 1.019 AC. 1.019 AC. ~ N sss93 sq ft ~ ~ 95 93 ~ \ \ 20 ~ " 86) \
E E S S R W 2.6 71 A l~ . TAR-PAMLICO Q. ? N0 ~ NIP BUFFER ~ '(5. A? ~ 24,654 sq.ft, ~,5'S. 199 Q0 ?g?4 . 1.974 AC. \ V 69 / r. i ~ V ?g / 36,682 sq.ft. 35 ~ ~ , ~ ® \
~ T.S.P.#10 0.566 AC. 3°,317 5q.rt. 06 a / ~ 0 5 0.696 AC. 35,482 sq.ft. 06 ?4a' 0.842 AC. ~ ?.so' , ~ ~ \ / ~ 35,x82 sq.ft. / ~ - ~ ~ \
EESS RECREATION AREAS = 0.514 AC. ~ ~ I ~ 0 191 ,669 oe15 AC. o ~ / 34,145 sq.fl. ~ r 24 PE ~ER A 0.815 AC. ~ 96 (85 ~ V 68 \ 64,644 s .ft. ~ ~ ~ .y q I
w ~ Y ~ v1 0.784 P~ 193 0 ~ 07 Jo, T.S.P.. v 9' 26.598 sq.(t. s. A A } ?3, N J ~20.00~~4~4 . 1.259 AC. ~ ~ ~ \ A A '.07 p s ~ HA E ~
= r 175 ~ 0 0.611 AC. " O~° 3B'a D.~94 A_. w . , ro / D.E. Q 7 \ 19 sq It 3 ~ ~ ~ \ 67 0 219 ~ ar - 79 ~ V ~
NET AREA 32.445 AC. 3xD.46' 192 ~ R m 123,718 s .ft. 2 m 36,682 sq.ft. e ~ X iV.N \ a o ~ 84 V ~ ~ w 0.842 AC. ~ \ \
/ 2.840 A , 2s,soo sq.rt`'• eB ~ 08 ~ S( ~s 0.611 AC. c R ~ 3°.va sq ft N
- l/ 16 ''o. Q~eJ A92 09 G.695 AC. s. TOTAE SOTS - 6,. ? 22 ~ 3 174 ,Az~ E 27,2x, sq It ~ 3, ~ s• ?1 ~ 80 ~ \ 2.70 ~ 99 g3 ~ ~ A A \ 34 / 0 ~
N ~ ? 6 ~ 5 4 o 105,792 sq.ft. 50 ~~y0~ 210 0.626 AC. s ~ 5 .4 218 25 \ \ \ ~ ) I / 97,326 sq.ft. 1DD. ' ~ ~ V A ~ 44,$88 sq.ff. TAR-PAMUCO ~ 82 ~ 65 \
~ ~ 2.429 AC. c pPa A 2s,s91 sq.rt. so•e ~ • 41 - m R 9s~8 211 .620 AC. a~ ~p,SE 1 4 I ~ ~ ~ ~ 2.23 AD. RIPAR AN ~j~ 1.030 AG. BUFFER ~
AVERAGE LOT SIZE 1.475 AC. ~ e 1 30463' ~ ~ 26,991 sq.ft a I/ ~ a TI I I ~ REIREA ON ~ ~ ~ A A AP,EA # 2 ~ /
'w, a, .620 AC. a / ~~Agb 173 p• 212 N 214 206.07 32,119 sq.ft. \ l ~ ~ I ( i37 AC~g ~ (h 41
: ~ 138.216 sq,ft, 27268 s ft ? TOTAL ROAD EENGTH 2 029 h ~ ~ q ~ 59'723 sglt ,g / 3.17 ~ A ~ m ~ t 217 33n ~ 1 ~
~ ~ 0.626 AC. ~a~ 213 N 1.371 AC. ~ 215 p 54,156 sq.ft. N 200' T.S.P. ~ 215 31,134 sq.ft. ~ ~ ~ 63 ? <t 0 7 30,543 sq ft. 0715 AC. C
/ / n 30,543 sq ft. D.E. , ~ 26 ~A ~ 109 ~ / ~ / 0. , 01 , 226.73' 32 101 s . ft. ~ 101
- 89.4 7 243 AC. ~ % 0.701 AC. PROPOSED USE RESIDENTIAL SINGEE ~ ~ 172 ~ ? t W ~ ~ q ~3 ~ 62 / .737 AC. ~
FAMILY SUBDIVISION ~ '~'~°`6 sgft. PiT # 5 ~ ) n a'~ AC. T.S.P. # 7 63?~~ `i~ T.S.P. 216 0 ? 100 110 ~ ~ / ~ ~ ~ _ _ _ I 33,370 sq.ft. - \
06 ~6 66~ 26 - / 66~~e - 0.766 AC. " ~5op3 t R ~ T.S.P.# , ' ~ ~ ~ / ~ ~ I I a, p ~E 1u ~ 107
1- N/F I 189.80 ~ oaNE s S.P.# 4 ~ 102 I I
FI'~~ q HENRY THOMAS BUNN ~ P_ N 6 0 rJ8 , TF I ! ATA P~--~ A~ ~ D.B. 1048, PG. 251 f ~ ~ T.S.P.# S ir,;j' o ~ 15_' b 8 131 {s\ ~ ' _ _
D.B. 779, PG. 570 ~1 171 , - i ' 00 170 0 RECREATION 35,975 sq.ft. ~ d 0 15- ~ 5~.5'! so !t 5' i n ~ :39 - ~ ~ ~ ~ ~ / V / 7 / i
~ ' 56,414 sq.rt. A0 151,82 sq ft. AREA p 3 0.826 AC. ° ~ 0.674 AC 8.182 AC 0.674 AC. 152 ~6og7 ~ \ 113 ~ /
- co ~ ~~1 3.445 AC- z8~ sq L ~ 298.30' a 2?$85, TOTAL AREA 59.262 AC. = ~I m D ~ ~ x.58 154 25,628 sn 7 / ~ 885' 0.588 AC. X60.9 \ 1 ~ ~ 8, ro a \ / ~ ~
~ r4y ~ ~f.S.P.#19-B3a,3~o sq.rt. ? TO BE SUBDIVIDED ~ 16 , ,~7 2x,717 sq.,t. 154 gas s ~ z8,717 sgAt. W 1 0 134 ~ ~ /
~ ~ ~ ` 0. i ~ AC. 0.659 q~ ~)e~, ~ 1s II 151 132 p 33 a2 504 s ft ` ~ 104 105 ~ / 7 0.659 26.366 sq !I ? - 37aoo sq.ft. q V / ~ /
94 .f ~ i6 ~ 32,3 sq t G.976 AC. 6.97' ~ 0.674 ~,r 0.865 AC. ~ ~ 114 ^ 292:ao' 0.744 AC ryh ~ 129 ~ - -
LESS R W = 5.312 AC. ~ 1 DE~j~ 16- m° ' 15` 150 ti~ ~ ~ ; ~ ? \ ~ /
~ `~0 Q h 36,934 sq ff. s 0.700 ~Ca' h 36• ~ 0.848 AC. 36,934 sq ff. ~ 35,172 sq.ft. V / ~ / 25 \ - - / ~d 7~ 0.848 AC - 0.807 AC. „6.25' ~a~. 135 \ V ~ ` t4) ~ tih~,, i
EESS RECREATION AREAS = 0 AC. ~ ~1 ~ ~ ~ ~T.Cµ_P,#19-A • I iAR-PAMUCO U ~ ~ ~Y~p ~ m 350.17 116.25' 27.72 \ / ~ / T..P.#19-A Ro le.sls sq 1t. \ i ' ~/off AD 2 SD i s 100.0'
RIPARIAN ~ W, h 'O~ J N I I BUFFER ~ ~ / f ~ 1 5. ~ ~ 1TE III PUB ~ 1.757 A .TAR-PAMUCO \ - \ ~ !l07 ~ ~ ~ k/ " 14 UC R W C / ~ 15. ~ J ~ ~ t ~ RIPARIAN \ I Q \ /
~S l s ~ ) a ~ ~ ~•o~ 6'0, " °j 33,601 sq It 37,915 sq,fl 37.43' BUFFER 116 2., 3,601 sq R 52.08' ~ A ~ ? ~ r
NET AREA = 53.950 AC. ~ , 155 sus ~ 0.771 AID a ~ ? ~ v~ O ~ I 53,102 sglt. y ~ m .771 A C a 0.8373.68 C 3 7 38 7 450.43' N V ~ ~ ~ AL ~ , (16 ~ ~ ~ 3 \ ~ ~ ~ ~ 30,000 sq.ft. ~ 1„6 ~ ~ ~ ~ ~ ~ ~
,y/ ~~s 1.219 AC. C~ az4 a 148 ~ ~ 137 e.,a47 sq lt_ A i, I , / ~ z ~ 0,689 AC. ~ ? V 436. ~ 35,227 sq.ft. o~ j ~ " 30,295 sq.fl ~ 1.~~93 AC. ~ ~
- A7E 5 ~ ~ ,y~ / 164 157 as TOTAE SOTS - 41 Q~ ? 52,D6D s ft. 157 0.809 AC a h 1 S.~.~13 / \ / 2t) ~ s?, 0.695 AC. ~ N ~ C Iso sq.rt 2x2, ~ b 41 ~ _ ~
q ~ ~ v 55,639 sq.ft q FNA ~ 's~.277 Ar. 1.195 AC. 87 \ /
~ at s a. 139 s•ss ~ n ~ 127 \ 147 ~ A E ? ~ EN E \ ~ s ? > 58,360 s .ft. iv't& ~ - -
AVERAGE EOT SIZE = 1,316 AC. II J0~ 15a Ao, ~ ` I TAR-PANUCO 163 ^A \ 57,850 sq.ft. '~9• D.E. I ~0~ 2Dp'~ ' 30,286 sq.ft. ro q 100.0' ry \ ~ 2~ ~9. D.E_ 0.695 AC. 1,340 AC _ ~ \ I TAR PAMUC C_ 24 ~ ~ ~ HA E 1
m w ~ RIPARIAN ~ 3 56,11D sq.tt- ~ N " ~ ~ euFFER ~ sass' 1.288 AC 0 0 ~e`` 1.558 AC. _ P ~ O RIPARIAN _ - J 1 i 9 \ a ( 14 Siq.OS' BUFFER ~ - ry ~ ? ~ \ 23
, O h 4 TOTAL ROAD EENGTH 4,287 N:~~ ry ^e, ho X00 159 ~ rn 188.60, ? ! ~ ~ 30 I ( , EX szeaa sq.,t / ~ e ~ \ ~
~ ~ ~ ~ 162 " h 38,362 sq.It. v f J ~ u p - n ~ ~ / I 1u,372 sq ft. ~ P 0.881 AL 146 1.209 AC. ~ ~ / 2s ~ 32,792 sq.ft. as ~ ~ 120 ~ ~ 126 ~ ~ ~ /
- ~ 2.557 AC. ° ~L~ 1 0.753 AC. °~jT / ? ~ 3] _ 141 ~ / ~ ~ V ~ / (26) ~ T.S.P. 17 B 4x,263 s .ft ~ ~ ~ 2a
PROPOSED USE RESIDENTIAE SINGEE ~ ~ , s , ~ - ~ ( ?.16 8 q ry/ V ~ ~ ~ ~ ~ J /
EAMIEY SUBDIVISION _ '~r,61 160 ~s°' 2D.D' ~/32.65a sq lt, 37,767 sgJt. 35, 14 - m - , 1.108 AC. ~ ~ ~ l 25 35,559 sq.ft. a ~ ~ ~
~ 360.75' ~ D.E. 21so,44' ~ ) T.S.P.#20 ~ 0.750 ~C. 0.867 AC. yy ala.ao•n~s _ ~ ~ n, 816 AC. - ^ 142 ~ ~l 4 3 413.30 o a o x6,551 sq tt °i ~ 2
VI ~ N N R NI ~ 232J0 / ~ ~ ~ ~ \ i ~ ~ > 1 ~ 121 ~ / 45 ~ .069 AC. , ~ ? ~ ~ ~ ~ i
NOT TO SCALE ~ _3D4D6 w .,a` _ N/F 138, 36' S 1' ar7 ;144 ~ i ~ ~ ~ 3~ ~ ~ , \ a~ Ft,ar,7 sq.ft. ~ 429.29' o ry I
T 4 T A~ T AAP 1, HA ® ~ ® AEGEAN LAND COMPANY ® D.B. 1086 PG. 556 5x5 G3' ~ ~ 14 \ ".411 AC. ? ~ I ~ \ ~ 43 545.03' N ° m 55,082 sq.ft. ~ ~ / Q N ` 1
PIN ~ 1880-75-0817 T.S.P.#1~ ~ ~ 1.265 AC. ~ 1n ~ ~ % \ / T.S.P. 15 ~ I ~
TOTAE AREA = 136.306 AC. ® ~ ~ a \ , ~ i ~ \ 1 96 ~ ~ ~
TO BE SUBDIVIDED ~ ~ W w N/F - \ ~ ~ 0 a~~,. w ~ 40
® ® ® - - - - ~ Q CANOLDEED LI~TED~ / ~ ~ 39 1 Aso" ~ _ ~ 0 ~ /
n ® ® ® © ~ Q 1 ® ® ® ~ ® a - _ ~ 1 -1- _ 3s _ ~ 38
o J EESS R W = 11.458 AC. ® ® e ~ ® ® ~ • ~ ~ \ / - _ ~
® ® ® ~ ® ® ® ° ® _ _ 1 ~ _ ~ ~ /
LESS RECREATION AREAS = 1.251 AC. ~ ® 'w N T _ ~ _ 0 ES
® 1) ALL LOTS ARE GREATER THAN 20,000 SO. FT. ~ _
N/F ~ 2) ALL LOTS WILL HAVE INDIVIDUAL SEPTIC TANKS cARarn F. ~oHNSON -
NET AREA = 1 ~1 23.597 AC. ® AND WILL BE CONNECTED TO THE FRANKLIN No DEED usrED
® GRAA ® ® ® / ® / couNrY wArER sYSTEM. PRELIMINARY SUBDIVISION PLAN FOR
TOTAE SOTS = 96 IRE ~ ~ y 3) ALL ROADS WILL BE CONSTRUCTED TO ~
® ~ N.C.D.O.T. STANDARDS AND DEDICATED AS PUBLIC.
4) STREET TREES WILL 8E DETERMINED BEFORE
AVERAGE EOT SIZE = 1,287 AC. W / ® ~ ® FINAL PLATS ARE APPROVED. THE NUMBER AND
® ® N / SIZE OF TREES REQUIRED PER LOT WILL 8E --r CALCULATED AFTER ROADS ARE CONSTRUCTED. A GRAPHIC SCALE
TOTAE ROAD EENGTH 9083 ~ ~ ®a a of T -;I o % T ~ TREE PLANTING PLAN WILL BE PROPOSED SHOWING PHA E THREE FOUR & FIVE „ S ,
~ ~ ,a - Il~i~~® o ~ LOTS WITH EXISTING TREES AND LOTS WHERE TREES 1 = ZOO ® m ~ WILL BE PLANTED. _
1 ~ m'~ V ® ® ~ ~ ® N 9 9 8 ~ __1 ® ® ® ~ I P o b 9 8 e Q y REF: MAP BOOK 1997 412 m~
PROPOSED USE - RESIDENTIAL SINGLE \ ® • ` ~ • / ' I ~ y 5) TAR-PAMLICO RIVER RIPARIAN BUFFER RULES 200 0 200 400 REF: D.B. 1086 PAGE 556 ~ ,
® / e ,i FAMILY SUBDIVISION - ~ , a w ~ e APPLY TO STREAMS AS SHOWN. HARRIS TOWNSHIP
® \ ~ ~ ® , ~aa ~ a ~ I9 e ~ 6) PRIVATE RECREATION AREA DEDICATED TO SPENCER'S NK N COUNTY NORTH CAROLINA
LINKS = 16 ~ ° e GATE HOMEOWNER'S ASSOCIATION TO FULFILL THE FRA L , FRANKLIN COUNTY RECREATION REQUIREMENT.
- ~ ~ m \ ` SPENCER'S GAZE HOMEOWNER'S ASSOCIATION I s AssociArloN I 7) STREET NUMBERS WILL BE PROVIDED TO AND APPROVED
NODES BY THE FRANKLIN COUNTY PLANNING DEPARTMENT PRIOR TO
RECORDING OF FINAL PLATS
OWNER DEVELOPER.
LINKS TO NODE RATIO = 1.45 SEPTEMBER 9 2002 AEGEAN LAND COMPANY
P.O. DRAWER 1859 ZONED AR WAKE FOREST, NC 27588
CAWTHORNE, MOSS & PANCERA, P. C. PROFESSIONAL LAND SURVEYORS, 239 EAST OWEN AVE., P.O. BOX 1253, WAKE F WAKE FOREST N.C. 27587 919 556-3148 [phone] SHEET 1 of 3
FIG. 5

SITE DATA PHASE 3
TOTAL AREA =
(TO BE SUBDIVIDED)
LESS R/W =
LESS RECREATION AREAS =
NET AREA =
TOTAL LOTS =
AVERAGE LOT SIZE _
TOTAL ROAD LENGTH
PROPOSED USE -
41.415 AC.
I
11
50' RIGH I OF WAY
8' 20 PAVF_MENT 6' 6'
SHOULDER SHOULDER DITCH
1" PER FT. 1/4" PER FT. 1" PER FT.
1.5"
ti 1-2 6
LINE TABLE
AC.
C&ESADIE
EPK -
EXISTING PK NAIL
LINE TABLE
NEW IRON PIPE SET
R/W
- RIGHT OF WAY
CATV
LINE_TABLE
EB -
ELECTRIC BOX
LINE
LENGTH
PP -
BEARING
OHL
LINE
EIP
LENt TH
CROSSING 3
BEARING
0.737
LINE
---
243.20' 202.15'
28.62'
LENGTH_
SIDE
BEARING_
L- 1
47.90'
S
60'43'49"
E
L-
12
76 64'
N
53'46'35'
E
L-
23
55 88_
S
51 °17`20"
E
L- 2
168.60'
S
36'51'16"
E
L-
13
60 01'
N
59°04'11"
E
L-
24
2'11 Q7''
S
02'50 40"
W
L- 3
92.37'
S
84'48'00"
E
L-
14
122 11'
N
64'05'32"
E
L-
25
1� 78'_
S
50'21'46"
E
L- 4
101.57'
S
54'08'23"
E
L-
15
61,',)9'
N
41'40'28"
E
L-
26
118.26 _
S
48°14 25_E
L- 5
66.82'
S
75'45'28"
E
L-
16
s
4..1 �'
N
41'40'28"
E
L-
27
36.85--
S
48'14'--?
E
L- 6
95.00'
S
50'09'34"
E
L-
17
88.88'
N
63'52'49"
E
L-
28
64.70-
S
81'49` 1 3_
E
L- 7
100.67'
S
80'26'51"
E
L-
18
119,00'
N
59'03'51"
E
L-
29
77.77
S
81'4913"
E
L- 8
95.94'
S
47'08'41"
E
L-
19
65.36'
N
32'17'03"
E
L-
30
22.46_'
S
84'08'45"E
L- 9
82.73'
S
82'17'13"
E
L-
20
182.22'
N
37'27'44"
E
L-
31
129.13'_
S
84'08'45"
E
L 10
126.10'
S
74'11'25"
E
L-
21
117.90'
N
66'21'36"
E
L-
32
107.97'
N
84'22'00"
E
L- 11
95.66'
N
74'28'00"
E
L-
22
134.19'
S
70°18'18"
E
3.47 5
AC.
C&ESADIE
EPK -
EXISTING PK NAIL
ROAD ����-
NEW IRON PIPE SET
R/W
- RIGHT OF WAY
CATV
ROGERSS
EB -
ELECTRIC BOX
8" ABC
TELEPHONE PEDESTAL
PP -
POWER POLE
OHL
M.B. 10, PG. 11
N 00.24'13" W EIP
EIP
LIGHT POLE
CROSSING 3
bilk CiiNI �=�F TF v K'_
0.737
AC•
---
243.20' 202.15'
28.62'
637.79'
163.82'
SIDE
EIP
N 04'06'1 B" W
i
761.69'
251.27-" z
37.203
AC.262.50'
182 rn F18_31
�i• S� ao 31,910 sq .ft.
6 37,184 sq.ft. ,o
w
0 184
� �
N 04'28 34" W T.S.P.
7� 6
��
88.49' 186 �
>
' 52.64' °3
187 N ^'
0.854 AC. 0.733 AC.
" 56,810 sq.ft.
1.304 AC.
235.4
258 sq.ft
2eIr 0.594 AC.
50,392 sq.ft. o A.
P.#'2' 2 AC. E m
57.66' 11
228.85'
T. S. P. #2
3
T�
3 3
ROAD 50
s
TYPE
E Ill PUBLIC R W
� A�•111-8
_
S � � � �
37 034 It 1 88 49
N.C. GRID NAD '83
LEGEND:
EIP -
EXISTING IRON PIPE
EPK -
EXISTING PK NAIL
® -
NEW IRON PIPE SET
R/W
- RIGHT OF WAY
CATV
- CABLE TV BOX
EB -
ELECTRIC BOX
TEL -
TELEPHONE PEDESTAL
PP -
POWER POLE
OHL
- OVERHEAD LINE
LP -
LIGHT POLE
MINIM 11',A
bilk CiiNI �=�F TF v K'_
FRUPvT
j(�l
REAk
<`I
SIDE
10
�Al
CLIFTON )
POND
0
I�
sq. . •0#•S EIP N/F i
85.23' SP. 24 0.850 AC. 44,509 sq.ft. I CHERRY V. ROGERS
T S. #2 25'.9°' # EIP VICINITY M A P
T.S.P. 26 Zoo' 1.022 AC. ROAD
0 # D.E. & SADIE ROGERS
� 181 7,321 sq.ft.
4,\ , M.B. 10, PG. 11
1.127 AC.
�� 38,307 s 1.5 AC. 6hp�� 189 2js7S'
N/F >r• 0.879 AC 1 / p 42,156 sq.ft. �' / I
HENRY THOMAS BUNN / �pP CROSSING 2 LEONARD FRAZIER
2,765 D.B. 1048, PG. 251 ��� k j7 07" v 1 ` 0.968 AC. r / J D D I D.B. 360, PAGE 557
D.B. 779, PG. 570 _r4 4.06 / OD' . \ / a >
\ EDO� J Irl (Tl
179 111 63,249 sq.ft. •� -- -- --
��� / 167,005 sq.ft. 1.452 AC. ' EIP N 00'36'55" E EIP C r EIP 1424 4 N 00'26'39" W 344 47' _
RESIDENTIAL SINGLE 4 AC. \ - 7 -- - - - - - - - --- \- -- - - -- -� - - - _ - -- -- /-�--
V `� / 114.88' 173.32' 301.65' S 144.43' 87.62' 128.73' 203.51' 20 28' 100.0' % q)
FAMILY SUBDIVISI0N \ 100.D 1` T TARIPAR
"-PAMARIA"
' 02 i� 03 I c� EIP 7AR-PAMLICO ?`
4 TAR-PAMLICO �+ p p d'' RIPARIAN
SITE DATA PHASE 4
TOTAL AREA -
(TO BE SUBDIVIDED)
LESS R/W =
LESS RECREATION AREAS =
NET AREA =
TOTAL LOTS =
AVERAGE LOT SIZE _
TOTAL ROAD LENGTH
PROPOSED USE -
35.630 AC.
RIPARIAN BUFFER io 33,621 sq. ft. X17 sq.ft. -
BUFFER 'I 196 197 o O a6 rn 34,E q BUFFER
178 0 O 0.772 AC. 0 0.786 AC. I
8.a' ) 1 99,022 sq.ft. 39,850 sq ft. o _-
9,846 sq.ft. / 88� /�)
�j 2.273 AC. 0.915 AC_ 298.75' 20.0' 221 el'�/ z / A� (9 1)
�
ul
51 AC. \ p pO.E' '� 201 219.14' D. E. 74,462 sq.ft.
5, 34,890 sq ft. D.
AC. / 22
0.801 AC. T. S.P. 21 04 20.0' //- 9.267 sq.ft.
% T.S.P. 14 W 7 46,8366ssq.ft. D.E.�� N 2 738 AC.
np° �7 T. PP? o # 6') 106. 1.075 AC. / j " 513 C-14) 8 i �- /
> 20. EIP 00 \ / / �- -
r'o, �� \ 58.849 sq.> # 1� 195 ' eO60��' S� 25.000 sq.ft.
mss. A 1.351 AC.°• j 56.070 sq.ft. °ee0.574 AC. 339.35• v / �v v l81 / (77) �- j' /
s
1.287 AC. 0 05
S \ A 198 9 3 44,371 sq.ft. / \ [223 % \
197.01' O 25,390q.ft. 85,993 sq.ft. (95 i93) V A-
s,. 1.019 AC. Z (z'
DRIVEWAY 6y ,94 0.583 AG 20 , 074 AC
2.6 71 A C . S TAR-PAMLICO /s-/
l' � pa 36,682 .ft
NIP R ARIAN R 24,654 sq.ft. q'b ' 199 QJ 06 ?e?43, 0 842 AC. 00 352.50
0.514 AC.
32.445 AC.
22
1.475 AC.
2,029 )
RESIDENTIAL SINGLE
FAMILY SUBDIVISION
SITE DATA PHASE 5
TOTAL AREA =
(TO BE SUBDIVIDED)
LESS R/W =
LESS RECREATION AREAS =
NET AREA --
TOTAL
TOTAL LOTS =
AVERAGE LOT SIZE _
TOTAL ROAD LENGTH
PROPOSED USE -
59.262 AC.
5.312 AC,
0 AC.
53.950 AC.
41
1.316 AC.
4,2 8 7'
RESIDENTIAL SINGLE
FAMILY SUBDIVISION
TOTAL SITE DATA PHASES 3-5
TOTAL AREA = 136.306 AC.
(TO BE SUBDIVIDED)
LESS R/W - 11.458 AC.
LESS RECREATION AREAS = 1.251 AC.
NET AREA = 123.597 AC.
TOTAL LOTS = 96
AVERAGE LOT SIZE = 1.287 AC.
TOTAL ROAD LENGTH 9083'
PROPOSED USE - RESIDENTIAL SINGLE
FAMILY SUBDIVISION
LINKS = 16
NODES 11
LINKS TO NODE RATIO = 1.45
�o\A/TNnPNIF ����� � PANIrIFPA_
CROSSING B
30,317 sq. ft. \ 35,482 sq.ft. / > �68i \ !
0.566 AC. - �PE� ER S GA (�
# x 0.696 AC. co 24
176 / o� 191 ° 8.5 �" 0.815 AC. ���
6 54,844 sq.ft. \ \
34,145 sq.ft. N6 ��214,4 1.259 AC. �' 'PHASE 2-,
i ° 0.784 193 ° o 07 `�o� / 2D.E� &
3.915 AC S. P. 9� g 26,598 sq.ft.' 9 38,939 sq.ft. ?3' ^' n 7) 1 1
,66 0.611 AC. pPp 0.894 A / 219 N a 310.98' / C� (EXISTING)
175 4 6° i� EL 36,682 sq.ft. 84
380.46' r 123,718 s .ft. �� 192 a. g o• O� / �_
c`T 26,600 sq.ft. s 08 �, N� 0.842 AC. ° (98)
/ 2.840 A NA,$ vt 30.274 sq ft �� •_4 80 )
S( o s 0.611 AC. R \ \
j g��o 8.2 0.695 AC. s 212.7 ' (91
ROAD C>
0� p p\ , 27,281 s ft. 344 / O 25 / � \
Il 174 °'c. �°� IyQ� 36 0.626 AC. �s / 218 97,326 �, rr 100.0'
105,792 S ft. p 0• 210 44,888 sq.ft. TAR-PAMLICO
2.429 AC. ° Po ° �� 26,991sq.ft- P� F 1.030 AC. 2.234 AC;. RIPARIAN �j O I G I
DRIVEWAY �p g�� 211 620 AC `� PAPS RECREnION BUFFER
304.63' / n 9 26,991 sq.tt a AREA M
�� v� a� 620 AC. `'� �' 206.07' 32,119 ; 1 ft. ® 47
CROSSING A �a$6 173 s 212 a 2140.73 49
c/
\ 5 138,216 sq.ft. c' r'F__71
27,268 sq 59,723 sq.ft 1 \ T.S.P.
I 3.173 AC. m/ 31,134 sq.ft. #
� � / � 0.626 AC. � 12131 1.371 AC.
N/F
HENRY THOMAS BUNN
D.B. 1048, PG. 251
D.B. 779, PG. 570
PNp,SE 5
PN/
-SUBDIVISION INSERT
NOT TO SCALE
T / '° 54.156 sq.ft. N / 0.715 AC.
.N f r' l• 1 .243 AC. 20.0 / 130,543 sq.ft.
o. % D.E.V-2-61
0.701 AC. 226.73' %
4
32,101 sq.ft.
169• 172 �i co, 737 AC. , , 1 I_ - .-1 - -- 1 1 r �j \
f / 193,066 sq.ft. PIT # 5 216 T.S.P. 100
4.432 AC. T.S.P. # 7 63 66
33.370 sq.ft. l T.S.P.# \
6�y s2e 0.766 AC. 15p R 1 111.1 / I I
N- a h 11 q� 189.60' o$ 5 GAS pR\VE 60' A T.S.P. # 4 C f 102 - i
/ ' I _x
# 6 b 11. 19 1 31
T.S.P.# 8 169] :o j5 57.571 sq.ft.
1 71 RECREATION / 35,975 sq ft. $ $ 29,338 sq.ft. 23'9, 1.322 AC. 1 's - 106
1\ 0 170 # 0.826 AC. °' > 16p91 103
J ` 56,414 sq. ft. q�'151,823 sq.ft. �° AREA 3 0.674 AC. 152
N 0^ 8.182 AC 3.485 AC. 22,387 sq.f 298.30' a 22g85, 25,628 sq.ft. 10097'
6' 0.514 AC. 0.588 AC. /� \
168 24s.sa Ln \ 130 /
p p 14 I S.P.#19-834.300 sq_ft. 154 �• ` 133 0 04 14 105 /
9 , 26.717 sq. ft. > � rte, � C � \ \ 7
} 6 151 132 a 42,504 sq ft. I /
{ �7 0.659 29,366 sq.ft. 32,394 sq.ft 0.86 sq.ft. 0.976 AC. \ � i 114-----
L` \� zo.o' off^ 16g.97, t' 0.674 Ni
A� 40'0.744 AC 0.865 AC. ryh �J
D.E.
167 m" � � I F-5--01
�
1 � 5 �,+
30,510 sq.ft. 4 kr 35,172 sq.ft.
r 110 v, 36,934 sq.ft. \ \ \
/ s 0.70G A; h 0.807 AC. 119.25' 260• 135
al
co n 0.848 AC.
w ( s• �' w 116.25' 27.72'
350.17 76,515 sq.tt- �\
P. 19-A 1000
1i 100.0' / _j•�� rn ROAD 2 50 TYPE III PUBLIC R s' 1.757 AC. TAR-PAMLICO
TAR-PAMLICO u N W
RIPARIAN OD �� p �' J ,r 149 o RIPARIAN
03 Y �i 137.43' BUFFER
BUFFER 'J �1 /-� `�I v' 1 " an 37,915 sq. ft. 52.08'
J • G =0 5 ° 33.601 sq ft. 450-43'
\ L
0.89 AC. 3 j 78
°j 165 P s 0.7 1 AC. 3 .s8' h 136\ \ =
fl U 30,000 sq.ft. 82,447 sq.ft. 1 1
�/ / 53,102 sq.ft 9, 3 148 0.689 AC. ou 137 [
1 N v 1.1§93 AC. \ /
I ry/ r9 1.c19 AC. ?�6, 35,227 sq.ft. o Jm ^ 30,<95 sq.,u S. 413
164 157 `�. 0.809 AC. �� a 19;> 0.695 AC. \ V A
55,639 sq.ft. 52,060 sq.ft. 282.87' o 1
21. �� 118 7 SfENCEF S� GATE v
7 q 1.195 AC. s �w 998., r7"' \ / 127
I' I / s�s277 AC. 147 m 139 1 _ _ �.�� / - \ `'
J1 y: V e 58,360 sq.ft
ar I 100.0' ( J015r� ROS 20.0' �,. 30.286 sq.ft. h '� 1.340 AC. 1oD.o' \ \, l PHASE 1
I 16 3 e _ 2
N TAR -17D // \\ D.E. '� 0.69 AC. O TARIPAR ALNC 4_ L _ 4 1 19 1
0 67,850 sq R. 9•
RIPARIAN 56,110 sq.ft_ p�• cr C 514° BUFFER130) \ --
�.� BUFFER 398.56. 1.288 AC. m tee;� 1.'jJ8 AC. V. 18 0 140 5'
8.60' 52.684 sq.ft. / A A 5)
to
(EXISTING>
146 1.209 AC. \ V �
\ \ 1 h 38,3621 s ft a
V� I 162 q 32,792 sq.ft. 460,17' ( �v 126
\V J I 111.372 s .ft. N QO 0.81 AC. v.
\ \ q 0 0.75.3 AC. 14�/ \
��✓ 2.557 AC. T.S.P.#17-B 2
s�36' 9 L U 48,_83 AC. j \ \
V _ _ _ 1.108 AC.
160 ss �- _ 1. #17 A ��
s4'
20.0' 37,767 s ft 35,559 sq.ft. \ �,
/32.654 sq ft. q' u� c 14L 3-)
360.79' lµ DE�/ 0.867 AC. 0.816 AC.
0.750 AC. hg 413., o w ' 46.551 sq.ft.
44
12
2130.44' 75 0' T.S.P. #20 o' � � � � 1 � V y � (391 ` Av �
232.70, / 1.069 AC. \ 23] .� - / �) \
NI \ , -
N/F
AEGEAN LAND COMPANY
D.B. 1086 PG. 556
PIN # 1880-75-0817
304.06' u /
v 1 7 0 429.29'
61,a67 sq ft. u1 ,
n�V 7341 \
� - ,,, 114:31
clq
411 AC. 00
o o;
545.03' N Q a 55 082 sq.ft. 42) \
T.S.P.#18 0 1.x_65 .AC. I I �]
T.S.P.#15
423.96,
�� ® v � S 06'46'01 " W �_ / � i • �_ - � �� (-j i t_1 V A\ A �
\ 4-N/F _-._. i _ .----.... --- - ..\ - /
- /
� CAROLYN F. JOHNSON
% © NO DEED LISTED
® ® ® A v �\ y - _. Z 3� \
--
® ® _ ® ® ® � NOTES:
® ® ® J �J 1) ALL LOTS ARE GREATER THAN 20,000 SQ. FT. ---
® ® ® \ N/F _ - -
® ® ®® ® ® ® ® ® \ 2) ALL LOTS WILL HAVE INDIVIDUAL SEPTIC TANKS CAROLYN F. JOHNSON
NO DEED LISTED
COUNTY WATEROSYS EMD TO THE FRANKLIN
® \ PRELIMINARY SUBDIVISION PLAN FOR
N. ALL ROADS WILL BE CONSTRUCTED TO SPENCER'S GATE
N.C. D.O. T. STANDARDS AND DEDICATED AS PUBLIC.
® J ® ® ® 4) STREET TREES WILL BE DETERMINED BEFORE
FINAL PLATS ARE APPROVED. THE NUMBER AND U B D I V IS ION
SIZE OF TREES REQUIRED PER LOT WILL BE
CALCULATED AFTER ROADS ARE CONSTRUCTED. A �kAPYiI CALF_
®\ ® TREE PLANTING PLAN WILL BE PROPOSED SHOWING PEif�BL �II�I�EE, FOUR &FIVE
7 LOTS WITH EXISTING TREES AND LOTS WHERE TREES
® ® ® ®® ®\ ® <\ WILL BE PLANTED.
I � ������ REF: MAP BOOK 1997-412
® I A 5) TAR-PAMLICO RIVER RIPARIAN BUFFER RULES X00 0 cUU REF' D B 1086 PAGE 556
®IKE ®' ®'® q APPLY TO STREAMS AS SHOWN. f
i % �e , �'"� HARRIS TOWNSHIP
6) PRIVATE RECREATION AREA DEDICATED TO SPENCER'S FRANKLIN COUNTY, NORTH CAROLINA
® ® ® ® ® \�\ a \� ® / `-�
GATE HOMEOWNER'S ASSOCIATION TO FULFILL THE
RECREATION REQUIREMENT.
®
71
GATE HOMEOWNER'S ASSOCIATION �
FRANKLIN COUNTY
7) STREET NUMBERS WILL BE PROVIDED TO AND APPROVED
-
SPENCER'S
RECREATION AREA - 16.543 AC.
BY THE FRANKLIN COUNTY PLANNING DEPARTMENT PRIOR TO
RECORDING OF FINAL PLATS
OWNER /DEVELOPER:
SEPTEMBER 9, 2002
AEGEAN LAND COMPANY
P.O. DRAWER 1859 ZONED AR
P. C;PROFESSIONAL SAND SURVEYORS, 239 EAST OWEN AVE. P.O.
I
BOX 1253, WAKE FOREST,
N.C., 27587, [phone]
_
WAKE FOREST, NC 27588
[phone] - - SHEET 1 OF 3
FIG. 2

0
LINE TABLE TABLE LINE TABLE LINE TABLE ~ ao IV.C. GRID NAD '83 L~,I
LINE LENGTH BEARIN -I BEARING LINE LENGTH BEARING LINE LENGTH BEARING S CLFTON
50' RIGHT OF WAY L- 1 47.90' S 60'43'4' L- 2 168.60' S 36'51'1! ' S 60'43'49" E L- 12 76.64' N 53'46'35" E L- 23 55.88' S 51'1720" E ~ POND I' S 36'51'16" E L- 13 60.01' N 59'04'11" E L- 24 211,77' S 02'50'40" W ~0
0 ' S 84'48'00" E L- 14 122.11' N 64'05'32" E L- 25 122.78' S 58'21'46" E ~
P 6, L- 3 92.37 S 84'48~0~ 8 20 AVEMENT HO6 DER DITCH L- 4 101.57 S 54'08 2 SHOULDER S UL ' S 54'08'23" E L- 15 61.59' N 41'40'28" E L- 26 118,26' S 48'14'25" E LE ~ LEND. ~
L- 5 66.82' S 75'45'2' ' S 75'45'28" E L- 16 45.12 N 41'40'28" E L- 27 36.85' S 4814'25" E ~ ~
TOTAL AREA = 41.415 A C . "PER FT. va° PER FT 1" PER FL L- 6 95.00 S 50'09'3 . s: r L- 7 100.67' S 80'26'5 ' S 50'09'34" E L- 17 88.88' N 63'52'49" E L- 28 64,70' S 81'49'13" E EIP -EXISTING IRON PIPE o
TO BE SUBDIVIDED S 80'26'51" E L- 18 119,00' N 59'03'51" E L- 29 77.77 S 81'49'13" E EPK -EXISTING PK NAIL
1.s" L- 8 95.94' S 4708'4 I-2 s' L- 9 82.73' S 82'17'1: ' S 47'08'41" E L- 19 65.36' N 32'17'03" E L- 30 22.46' S 84'08'45" E ®-NEW IRON PIPE SET WY 98 RAW RIGHT OF WAY H S 82'17'13" E L- 20 182.22' N 3727'44" E L- 31 129.13' S 84'08'45" E CATV -CABLE TV BOX
A/F r, , CHERRY v. ROGERS •1'r, ~ L- 10 126.10 S 74'11'2. ' S 74'11'25" E L- 21 117.90' N 66'21'36" E L- 32 107.97' N 84'22'00" E EB -ELECTRIC BOX ~
LESS R W = 3.475 AC. & SSE RGGERS 8" ABC L- 11 95.66' N 74'28'0 M.B. 10, PG. 11 ' N 74'28'00" E L- 22 134.19' S 70'18'18" E TEL -TELEPHONE PEDESTAL ~
` _ PP -POWER POLE N OHL -OVERHEAD LINE SITE
- M00'24'13'W , ,EIP y ,1 , nn~ ~ 1` , REATION AREAS - 0.737 AC. - ,6215: .16.'82'• ~ ~~1 - ' , , y~,~~,:_- LESS REC - ~ . N D _ _ ~ ~8. : _ ,,,~,I„ ' ~ 1, , 1,'- '7616 04 6 - _ _ LP -LIGHT POLE
- _ - - 182 -w',", ~3 - .U - _ - ~ - .p' 128 .45', 262.50 . a v 8
NET AREA - 37.203 AC. .s'~,,$~-3~! ,5s,e,D`>a.' s.4 Q ~ a > ~ .50,39 sq.,t: " o = -9.834 AC.'- ;'~:a33 AC, t,?~ , , ~ ~ r s,e, ,Sq.rt _ - zo,D - - MINIMUM BUILDING SETBACKS ' 0 N.
3s .1,304 SAC: ` ` • ~ I i , , I ~ `'ar 0.'S 4 AC. 1 ,1.1 7 ~AG,, 9.E; ' ~ - ; , _ - 1 gam, ` •`1" `~t5 p1, 1~~` ' 1 1 6, 1 1 I;, ` ff m 1, - _ - ~ 22~.~85 y` I t I i I ~ ~ ~ FRONT 30'
- ' TOTAL LOTS 33 - _ ~ R ~ ~ 3ZD3a 3 ft. ' 1a ` , ' REAR 25'
s2~ 1r~~P' 2 .SP,~2~' ~ .0.850 AC~1 ' ~ ,ap, o~ sq,ft., ~ EIP ' ' . ~ 37.90'. - ,'i, ' 26' ',aaq, - - : , 4.022 aC.~ ' ' - , ( , SIDE 10'
- 1.12 7 A C . >•a ~67,32r sq'~kr ; / 'a~ I r, _ AVERAGE LOT SIZE 97.3. _ _ / - ,>3 V - ~ x.45 ~e, ' ~ ' ~ ` ~ , , 1 9 ' . jS~ ' N F _ - V _ N , MA .o- - _ -
~ ¢:8.79,A _ ~ ~ ~ ~ '4215 ,sgat: , .~f,//' - CHERRY V. ROCERS . ~ ' 1 PO - ; - - & SADIE ROGERS ROCERS N/F " 'll, _ - ~ ~ ~ LEONARD FRAZIER , , , , , ~ - - - _ / -
\ •r x ' ' ' i- - g - ~ ~ / r - 1 ~ M.B. lO, PG. 11 TOTAL ROAD LENGTH 2,765 - ~ 4.06 _ _ _ ..1- , , , , f' . D.B. 360, PAGE 557 D D ,rte ,Ir/", I - =i ~ ' / -
` ,-r ~r 8`',_ _ ~`'ll`1~~` ' ~ 6r512A9,9.f~,q ~ p y ,r ~ ~ I , I 1 ~ I I 1 _ I I' - - - r _ 1. i , I - I~ ~ ' 1 /,'I~ - I ' , / - ~ ~ . I, , ~ I 1 , / J / ' r I r l 1. / ~
~ _ - ~ ` - .1ji7;005 sq, t. , 1, I ~ ' , 1.1~,~21 AG.' J. ~ 1 ~ ~ ` ~ EIP N ro0'S ' - 'EIP, , fl , I , ~ , - / I ' ' r , , - _ ~ , I ' 1 - ' _ - _ ( , I , I . - ~ ..I "LAG - / I,.~j I ' /UI W, I ,'ElD' I -.1 , I ' ,',/1'1'Il1`r /I ' ' , ~ - l 1 ~I1~, 1 1 - cl', 1, ~ ~ I/-Ilw '~I', 1 1 , _ 1424.42', ,N 00'7,6 J0. W ~344,4T r ' - - - - - - - - r^ - -
POSED USE - RESIDENTIAL SINGLE _ ',f „ -555'E - PRO -3;34 ''1 \ Q ~~"~'c~ti - , , , 1 ioo'a'` ~ 1 4.88' 173.32% ' 3,.65' - , ~ ~ ~ TAR-'PAM4iCD`~ 1 5• 144.43 ~7.i '144.d3' ~7k2 128.7b' ,203,51'' 220:28 - _ w U' - ' I I l` r r \ _ - 1 - _ _ - ~ / \ ` . _ - ' 1
FAMILY SUBDIVISION HE,uRr"tHarAsBaNf~•~,~ "GR,o-. _~,'„y~' , ,11~. - / , ' ?,I,I RIPA121AA,` ~ ' ' : -x~ 03 ' D13.'1 251• `y ; ?/Jt IJIyOO' , ,6~ ' , ~ , ' ~ " BLFfER~ ` ' - M rn O3 ) ~ I - //S" {j P,~L~C-0 _ I I, \ - \ I ~ I I I 4 - I ` ' `I • 1 I 1 J I - 'RIP IAN. ~ '1 , I , I I I 1 ` 1 , 1 A - _ 1 ` / i 01 34,21 9{~.ft. 1 I I ~ ~ , ~ ~ I 1 I I I 1 ~ I 1 / 11 I 3 ` ` - / ~ ~ 1 ~ , l
D.B. `779, ~ 570 . ` , Two - .RP - ' - ~ , , , , ' ` ~ ~ ' , ' , ~ , ` ` ` 1 6 ' ` 1 g ~ 0 331621 `sq. ff. ~ . - , v rn 34,21 sq.ft: y~ , • -1 „ 11 , V1 ~ \ 1' I ' , I I 1 , - / - , , ' 1'' ~ ~ ' 'hf ' , ~ • " ' , `99,0 sgdt`~ 39850 s .it. - 0,772 ~i~~ ~a 786 AC. , I / B,UFCER' . ~ - ) ~\1 ' I ' ~ 1 1 1 _ _ _ ~ \ 1~ 1 ' ' _ I ' ~ , , I 1 IIII r 1, 1'11 _ 1 ' ' I - ~a 0~786~ AG. , I ' ,
'nil ,I, ,I, ~15,~Sq.n. i i/ r,1J i rl q O 1'11' . ' ~ I `2 27 AC., ~ 0;915 AE: - - zse.;<s: _ .n .r{ ~A 2q.0' - ~ ~ , I , P. n, ,L ~ , , 1 I I 1 _ 11$ , , ~ ` 1 I I I 1 l , I I/ , , I I I - ~ / , \ r \ I \ 1 019.14' , ~ D.$. 74,462 9 ~f. ' ' , ` ' , , 4y I I - ~ 1 , 91 , 1 I i r I I I I 1 - - I 1 r
- ,1`, - ';1„`''~.75i,AC:- ~;1' ~ ' ,zo.o'~~' fl " 2isaa', ' `I 1 I' ' - I , IIA`~ . ~ '1 , , 1 Y~ ~ ` ~ , g„~j, i 1 ' - - a4,89Q sq.ft. ~ , , 11,1',`,,,, 11, I 1. /'I"' 1,. nQl~~ `A I. Tf`11_11.1~ ' a 22' 1111/ , , I-_, - III I A I , , 1 / ,>y 1 ~ 1,1 I 1 I '~a~ 1 I ' ~ 1 ~70~ AC. ~ I I u I'. I ,
A ' , ..A\1''~`,',11'~1~1.` ' ` ~ , 11' _46,83§sq,ft~l D4 I• ` 20.0' ~ lp 1912679 ft ,y~~' ,~'Lr I ~ / / \ , - / r \ I 1 1 1 ~ 1; ~/r/~ _1 \ / Qt 111 , , 111'1 1' I I r 1 1 1 1 11 1 1 .OIE. 1 1 / , I` ' I ` I T , 1 ~ 1 I 1 1 r ^ - _46,83§ sq,ft. _ .7381 AC.1 1 1 1 I`1~ 0.9 , i~r, r I 1 1 ~ ' ~ , ' I 7~ ~ \1 ' ' J I/' I ~"0
~ R IN 2 , - - ' - ; ` _ , , ; ~ ' 9 , , ' ~1 J` ' T.S,R,! , ' C Qt75 G 1.0,75 AC. ~ ~ v ~ w 1,,', 11~. ,581 4~q:~t' #111, ,I, ~1' ti 1111 ~ 1' I , ' 881 - 1 I ~ 'r-' ; - ~ 1 I I I I 111` ,U,1 , - _ I 1 l I , 1 ,
,I 1 , 1 ~ , I f1 ~ 1 1 TOTAL AREA = 35,630 AC. _ , , "~:35.i`AC' ' " o - ~ .~.Y J, _ 133g ~ \ 33g - / ,/I ' 11 II , +I'I`L\\~ " - I rrl'' / / T 1 I I ~
tT' f ,n,,„ 1 " ~I,r ' 1 '1 '~§,q7 3 9 ..174, .JSv 3~~, ~ I I' I N1~ ,,+'11',4 'v' _ - A' 1, 1 1 I IQ I' I 1 1 ' I I 1 , A~ ~ _ 8~ - _ A, ' I I 051 ` I 1 1 I''~'I' ~ , - . , I 1' , I
TO BE S ~ - n N p- ,9' _ _,aa,3~,`sq.n.~ - - _ _ ' ` 1'11, `1`1 , , o - ' y, , l 11 l 197.0'' ? 25.392 sq.fk, 1s~•_ Q' ` 1. 19 A~ ' 1 44,371`sQ.R.1 r'' _ I , I ~ q,~'u,`„ ll r,IMII I, r'I II~' I I i , - ' II 11 „ , ' r1 111, Ir1/ , rl i I 1 1 ~ ti, ~e5,~93~g.gi;,,l„' ,,1,/1 ,~,,',%I' 195' I I 1 1 93 - ,1,111 111 / I ' 11 I ~ I (\11, III~,~/,: //J, . 1.019I~G~,, 1~ 1 r,, II I I III , _ ~ II 1 ~ 1' 111111,11+, -
,,'6'• ,c ' ~ -1 ti - ° 0,583 fl v 0 ' ` ~ - 201 ~ `i.9~4'A~G., I , ' ''''r' 1 I - _ ~ _ 11 , I I I 1169 i ,1, , 1 ' 1 ' + I I n ' ' , / 1 r NI l , I ' 1 j , - 1\ , I I I f /A ' , , I i , , , , ,V ' ~ , /39,68,SQ.(t'I r ' 1"' ~„fo,,,, ,I, I1 " I ~/i 1 , ' ~ ' 1 ' ~ I ,I I '.f1 A ~ I II~rl,~'• I ''y_
= 2.671 AC. , i~ - `A~ARiAN ~ 1,~1 A? '';'I~„ / '24,654 sq,ft. 99 ' ~ 8?' ` I LESS R W : s IP' _ - _ 4 _ , F - SUFFER , ` ' , , , i - - , N'~" ' ~ ' / ,i, ~ D.566/ AC. , 30,317-sq.ft. 4 _ ~ , .J- I ~~4d', 1 ~ Q ~b:~42 AG ro' 362.50' 'III I "''Irk~,,,/,~' 1, 11 1 I, 1 1 1 /I I , 1 , ~ , I'„ ",l , l J' T I , 1 ' I(1 I I 1 1 1 ~I 1 1 1 1 , 1 l,ll II i'', , 1,1'11' ,'I , ,
- - - - - - ~ , - 1 ~ , ~ A1~1~ v. ' ~ ~ - - - .3~,48~ Sq.n.'', , 'g " _ - ip ; 76 1~ rn " 9 1 6~, , 1 ` ' fl:815 ,gG„ ~48~Bq.ft:' I III I1II 1 I~~11 I ~,rII ' +,,,I, ,1I I, III ; , + , ' Ill 111 1 ' ~ III 1 1 6 1 ' 1 Il SPENCER S GATE PHASE 2 , 111'1 I 1 w III ',111, , 1 . - B15rgG„ , 1 1 I/ ',546446.ft, , „Q` 1 III I II 1 ®1 ! rl\1, ,1 I 11'14 '
- ' ~ ,c _ _ ~ , l m - _170r5 "3q;{t."(1 / • ~ , ' ~ ,~,,34r1f5,sq.ft.1 y ~ ' LESS RECREATION AREAS 0.514 AC. _ - _ 1, p , i 2 1 I 1 1 , I n , I~ 1 1 11 1 1 1 1 1 1 1 1 1 1 , , x 1 1 1 1 1 1, 1 I 1 1 1111 II , I' I 1 1 , 4.a / 1 I 11. 59 C. ' ~ , , I 1 I 1 1~ 1 1 , „ 1 , , III \ 1 I, ` I 1 . 1 J' 0.00 ~ l+ ' II , 1 I 1 111 p/' 1 2 B u 1 1 1 1 1 1 1 11 I I 1 1 1 ~ 1 1 1 i 1 h I ` 1 1 ~ ,
• i0~ ~ ~ . -3:51~~'AG,,'' ~'~4. up~ ' 'q;7.84 ' C.' 93 ~o~ 07- Joy',, , 'P?` W, - - „ , r, .~.pA'fi.n7 q5 26,`>~8`sa.ft.'J'i l~ A + 38939, fCdJ'1S ~l D.E. 1 n'~ 111 '1 11 II, 111 I 1 1 1 1 ,9 11 1 ~ I'',~111111j111,+~ ~1~1 I111~~~ 1 iC J~ 1 1 I I ~ 1 1 1 1 II ' 21 1~ ~ •11 `311 Ir' ',i,~"4' '~/4-cl,-J ~ 1 1 , , , ` ~X~VT~NG I "1.!,111 I ,'I~'1 I' 1,11,'' ~~.--v
' - - • 1, , _ 0, 61'1 G, , ' ~ P9 , , / 1 , - - , ' , , , - , .380 b6`. ' ~ ti , , , , 192 - ~ ~ ` ~ , ~ ~ 1 1 I N 0 M~„`~` giy r VIII I l l l t l l , ~ 1 ' 1 1 1 1 I 1 „ I' 1 111 1 II 1 11,111 h V` ~6, 67r s.9•ft. b e 1 I 1 1 , 1 1 1 1 ~ 1, , I 1 1 1 / 0 `v` ' 1 X 1 1 1 1 III 1 1 1 l 1 1 1111 a 11 , V Fl 11 1' V ~ I 1 1 1 , Cl/ 1 1 1 I \1 IF' , l ' I 1 I I 11 _ ,U .0.8142AC., ~ 1,1111: I I I,1 1 1 1 I 1 11' ~1,>> II1II II,
NET AREA - 32.445 AC. : , ,~2a,~18,~q.rt-, 1` s 1 'U I ' 1 - ' r S ' 'r l `P , '2fi,B00 sq:ft, ~ ~ \ ~ 8a 1 " ' _ - - _ - , 1 , , i r 1'1 i 1 , ,$4~' ~ 1 1. ? ` 3 ,274, Sq•T1• P ' i III ,1 ~r', '~``,11111111'111~-'' II ' 111111111 , Il , , 1 1 , , 11111 1 I I 1,0,,.. I1.~ 1,,,11,~'1,~ . . 'I;'~ - ~ I I 1 I 1111 , I 1 ~ 1 ~ I 1~`~ - , I I 'y„ 1 .v.,
: - ) 1 ~ ' , 1, 1 r1/,'~~ ,~i7,Fi11-AC.. ~ , ,G `k ~ , _ ; ' ~ ~ ~ 1, ,,;,1~~~~11' 1„„11 ~ ~ 1v=';~. Q~e` ~A. " o9-oss~,4E,, , ~ , 1 1 ` ' 1 ,111,11111' 1 1 1 1 I 1 , 1 8 `66 ~ - 21 I 1 1 1 ~ ~ ~ 1 r.~ 1 1 ,1 1 11 ,I' 1 1.1 99 _ 1 1 1 1 I 1 V ` ~ _ , , , ~v; 1: ~ ,I 1 p I1 - 1 ,Ij 111111 1 111111 111. ` II I 1 1 1 ~ , 1 , 1 3 , \ 1 , I 1 , ` / , ~ I 1111 ~ 1 ,l I , 1 ` , / \
- - _ _ ' ~1; I,a~ , ; ; 74 ~ ~ 'va t33 `~~vv ~ ~ 2i, e1 ~Sq. t.,,, ~4 TOTAL LOTS , , , - = ~ - - , , " ~`,In ',05;792 Sq,ft.. - ~o' ' n r' ~o~"~$'gc. ' 1 n VIII X11 '~II ~ ~1 111 _ _ ,II III 1-11" ,ll- ` IL 34 ' 21p 1 .rr r1 n111 - , , I ~ II V ll ,ll, I I 1 I 1 \1 1 _ 111~'I`',~1111'\`111 I- \ , 1 _ 1 I 1 11 1 ' ~fl 1 I I I ,
, ---o' _,I„~ '~II~11 ~11111',~ A i 44,868 - ,,I'~ , ~ 1~1, ~.h29,AG., ,,2~~s9a sA.1t: - `~iP 9.0301 / ' I I ',9a,~26 's . ft'' ` 1 1 I , I 1 l 1 1\ ` ~ - / , , , , II ' I , y ~1 44,888 9q.rt. i g '1~ar C6 1 I I CRS 1 1 8~ I I I~I i 11~ 1 1, 1 I I I 1 1 SSIN ~V-- -65 ,1 I I` 1 `al G 1 ~ 1 J , 2' 34" AC.', hl A I , I ~ , , 1 1 1 " . , 1 1.03Q! l , _ 2 , _ _ ' , '~I I _ i"I'I'I ''r ~i''~ 1111 ~11 111 ' 1'r `
- ~b , - ,991 3t~:t , I I ~ p[,~pC 1~y ,.1 UFf R I 1I I 11 1 1 1 1 1 1 1 1 1 1 - I I I 1, I 11 I I I 1111 I I 1 I 1 1 1 J ~ 1,1 1 I I ' / I 1 I ` J,fLI,RLM1IIOIV III 111 ! 1 J 1 \ 11 11 1 1 \ ` y----~, \ 1 • - _ _ I 11 I 11111/ I I' I I lull I ',1
AVERAGE LOT SIZE = 1.475 AC. ` ~ ~ " ~ ' 1 ~,'I AREANz ;,,IrI 1, , 11 1 I ~ - 1111 II I III 1v , 3' 06.87 1 I 32,119'sQ~f~; ' ' , ` , 1 , 11 1 , , 1 _ 'V~ ' ) , I ` , , , ' 1 ~ , ) C 1 ~ - 11 1 I 1 I 1 1 1j11f 11 '~i '11,1,11 <`1 ~ 1 \
' 22 ' _138,216-sq.ft. _ - v.2 , 6 s .8 ~3 q 1 1 '~1 l~ ~i:t~ -G- _ - - 11.1111'1 ,,j11111, ,1 1.'1 I - 1 I ~ 1 I 4~ - - ' I 1 2 7 I 1 1 111 ~ I 11 I I +1 ~ - _ - _ 1 l I'I I II 1 1140 111
2 029' . ~3.r7.3-AS,- - 26~AC.' 1 A~. rv I 3,~ TOTAL ROAD LENGTH - - N 15 1 1 11 11' Y ` \ `\1 , ,t I 1 , ' ~ 7 _ _ I 11 1 1 11 I I 31, 41s.ft. 1 T.S,P. 1 ,v-.11 .1.. i-: 1 1 VIII 11 , 1111 I I 15 ~ d _ ,11 1,1 '11,1 ll / ~ _ - - ,f~, 163: ~'1 11 ,1 11
' _ _ ft. ~ 20. ~ ,5 3 .t 0., ~ ~ ~2 A . 0.7 1 C. ~ D J Ij~f 1~y, \ 1 1 1 1 1' 1 1 11 ' / - , 1 1 1 11 I I I 1, 11 I 1 1? I 11~ .71p 1 111'`. 1' .r~ - ,53 .t , 11,'~I ~ I 1 1,, , I 111„1 ,1 III 1 n l I,' lz 61111, 1 I ,,1111„ , ` ,11 , G' 10, _ -109 ` ' , 1111 ~I 11 , -,''•1,'a ~r ` 1 ® - ~ 1 I
- 1 G. 7 ~ 11111 1 1I 1 \1D ~ 1 1 . , - ` 1\1 111 III 11 ~II~ 20. y 1 ~.+~J 1 1 11 ~ 1 D , / I ~ I 1 /3141 J9• \ ~ \ 1 I I \I \ ` , ` 1 I 1 ~ _ - r.., ' \ ' _ ` 1 , 1 I 1 111 I l~ , I ~ ,II ! 1 I 1~ I 1111\I ` 11' I' - - ` _L-' ' '~1I'1 Il 1j , I 1
PROPOSED USE - RESIDENTIAL. SINGE i~~ ass sq. . p~ i , 11 1 3~ , 1 11 1 I - - I`~ ~ - 6 I 1 I ,I 11111 II ; : 1a1a ,a ~,7, „~s.~P~ 1 111 _ _ _ - II 1, 11111~,~, 1~'~ 'I- ~y, -I, - Do 11~~' ;1 - _ r 1,1, ' 1111
311 3 FAMILY SUBDIVISION 0 4.43 c. 6 8 ~ 33,376 s r 1, ,yti.• - 'u 1~ luln 4 t - T,S.P. - - _ _ _ _ - 1 _ III ~I 11' 6~8 0.6~AC,._~. 150,3' ~ _ _,v1,' - '1// - 1 u, 11, ,
0 \ O ' II~ , - _ - - - ' I , _ / n ' - - . ~ _ a 1~r. - 1 _ ` - 5. ` , 1 ~ . '1~G _ 1 _ - , _ _ _ 1 i - . ~ / „1x,/1 _
~ 5 N /F 1 _ I I .,#_~lyf` ,A \~t. - II __5~_- if ' 11!'
HENRY THOMAS BUNN Q e D.B. 1048, PG. 251 ~ ' _ - ' I ' ' 5,57 s4,ft. ` ~ J 1 ` ` ` i , - - - _ - . .,Ir - - " _ nJ
` D.B. 779, PC. 570 171 p ~ ~35, .ft. C29, 8 s . . A o 1o m H AA 56 14 Sq.ft. '151,82 .n. ARE } A ~ c ~czs 6S. 23.x1. ,/I -~:::~,','~I,'t vA, ;A, . _ f,r F ,~;;1~„`~'1'"' , _ 1 ~ - _ 111'
a~ AC 3.485 z,3 7 98. a 8 p, 6 l,f+,I'r+uy 111 1 A1~ , v 1 - p I~ (r ~ `2567$s.it.~.~p 1~ ' 11 ' '-l-'- - ~ - - 1 rl . Q 9 I „I 1 k . ~ _ - / 8 - tP. '1~0' I ri1',,, 111, v 1 v, - ~ - nn1l 11+~, -~~88 qC. IN 1 Il,,,,%,.,1v, 1~1,,, - - - ',I", l ,,,51,,11 r
TOTAL AREA = 59.262 AC. ~ 4, D 3 ft. ~f, P. 1 q 246.58 ~ _ _ _ _ _ _ - \ Iii I lU I l`~\ ~\\\`V~` ~ I 1 1 ~ / ~ 1111 1 1 I
1 \ 8 C, q. a ,1 1 11 ~11 1 04 'lQ5 - ~ .._Q ~ In ~I (l I - ~ 1 II 1 , _151 3 I 1'~'15a><~.t, I I 1, , 1 ~ 37~ Q iglfa ` . I - ~ ~ - 1/ 111' 11 I '
TO BE SUBDIVIDED . 936 SQ~t. ~ ~ Is ! r p ' , 1 ' 321394 sq.ft O. 9 1 'Q.9~6, A0.' : 1 11 \ • 'I•l: ~ ~ ' ' 114 11 I _ _ ~ I 1 ' 1' , ' I ~c L'
D,E J R ' 29~: ~ 1 1 0.744 AC 1 h - i ' I ~ / R ~ l , I r' 1'1 1 1 I 1 1 1 bt 1 ~ 1 I 'I I` I~ ~ - - . ,,1 ~ I , 'rl I 1 , `L..l 'mot / / I 1 l 1 1 1 I , ~ ' / I I I 1 1 I 1 I 1 1 ~ ' I ~ I ~ . _ - ~ III 1 1 1 ' 1 A - / ' , ~ 'r 11 I 11 1 ' 1 I . . ~ - ~y ! _
_ ~ ~ ~ ~ 17 J LESS R W - x.312 AC. D , .ft. a , 150 I 111 1 tit 11,111 ,',,,'„t'f.,,'1,, ,'1,1111„'I ',I 1'•'-- \ 1 1 I I I / I I 1 ' ' I I I 1 111 '~/I I 11 1 ~ 1 / I - 'I I ~I ' I1 I I \ I I ~ ~ _ 346. ~35J2Sq.f3• _ ",0 1 1 \ 1'111 ~ ~ ,'/,,r.', 1 11 11, I 'f,' 1 i 1 I ,I, zsl 111 _ 1 ,,,1~,1 1 I 115 I Ivl CI,1 1 1,11111 1 1111, I %';r''_
r~rr ` 70Afmry ,34s. / ~ m' 4 AC. 1 AC. 1 0.807 ,AO. 1 , I 1 I 11 . I P~1 , , 135 - ~ ~ I ~ I . '11111 1 I I ' ;,,'y; I 15' I ~ \ ~ - i~ , ' l I '~i' I 'I 1'I +ll I I 1 v ` 350x17 1 11 _i16.25','27.72~ ~ I `A`V\vA 1 I , , .~,,',,/.%;/li I 1 I I I
_ AC. 1 T A ~ , 1 1 176,515`sq,it.• v 1 , , ~ ~ / I I , I , I ~ ~ 1 ~ • / I I,I / I I+l i v I I I , , , Rojo so ~ - ~,aaa~ , ~ _ . ~ , 1~ ; ` , I ; 1!' ! 1 I , , , , ; ; ; 1 Tl'D IIF sy 1 .a 1 1' / 11,1 I I , , I 1 1 - l , , ''S f'; 1
HESS RECREATION AREAS R rn D J ~ h 1 a' 6 1 q t. v 4'911, ro1 ,11 V i~.,,, ,A 1 I ,`Ir 11,'1', ,I ;;,~''Ir'11`+~' Y7 / ,371 BUFF ~ 1 6 1 12 ' I , ~ p ~'%'i I 3`1 615 s .ft. , , 3', ER; , I 11 I 1 1' I 1 : + 1 1 , 1 - I , ; , 1 1 I ,
~ .7 t, 1 II I' ~ ,v I, II' 1 1 I,, ~ 11`1 .-=';;;''~I IIII", _ 1,11 Q I / I, I ` I 1. 1 I 1 I I I - - I II 11 0.83T~ 1 qCr, I I 1 ' 1'38 I : _ dse. a 1 ~ , , I I 1 ) , f „ ` 1 . , 3 111 I c , 11Nr, 1 1 11 I , 1 , ./„I ,II `+,111, 1611
NET AREA = 53.950 AC. ~ ' S ° ~b I g 3, 0 sq.f / ~ ~ Q' 1 .111 1 11 , I 1 I I ' ! I JI ~ - , 1 t , ' _ 1 1 io I 1 I 1 , 30 00 A St + n - . / 1, I , 1 1 I I , ~ , I I , , - - ; ' 1 I 1 +v 1 I I ~ U 1 I b' , . r~'44T sgT6 . , I ' ,1 A , I , I r - - , I I ~ - ; ~1 I 1 , 1 1 : 1 , 1 I 1 111 osss a~, ~ - - I,1 I ,11 , I I yI; 157 1 IA ,1~v r1- , , 1 I;, I
1.~1 b 11~~ 1 t 13,2271 S .~tl 1 0 , m ~I I / r , ^ 9' ' AE, - - - _ ~ 1 1 1 , IA 1 l _ 1.4; ? 1111 - .v - 1q ~ m I I ,1 , , 30,x95 sq.fl. ~ , - - _ - / ~/I I ~ I 1 1 1 , , 1 / I ' \ 1 11111 '1 ' _ ~ ~ _ - _ - -"'i ',',,~~`,-I
}IFSE 5 6 2, 6 q f 1 1 1 1 Q Q u1 I r I / ~ - - - - - - 7 ''N 1 I I ~ ~ V ''Jnl' 1111, _ ~ _ : - I? , I ,q. p'9 AC. rg " ,0. 95 AC., 1 I I \ 1, 11 - 1 , 1 I 214'" II Y - - INI I~ 1 1 1II 1 r'+ I /'1 I1'II,~_ C ~':ur_-__I. II ' f 1 , 1 ` ~,'D 1 „ , I - - - I I 1 1 ! I , , 1 I1 r _ . JrM1 I I _ _ C - ~ , 1 8J 1 , I - . - _ / ~%f I 1 I / //'I 1 I'~ , ' 1, ; ~,I,~F '1,,~ _ _ - _ - 111"' -
TOTAL LOTS = 41 P ~ 4 5 ,6 9 sgft. PNpSE ~27A. 1. 1 1 1 1 r, / - Nf 11 11 '1 , 1 r 1 ,~5: '~:Ilp: ~~`i I 1 , 111 `n , I 19.98'' - ~ - I I r 111 I ".rl `~'8 12 11 II - _ t 1 , f / , 1139 - !~!7!~!1! _ apnTr- I , ~ \ , - --~~rF'/'+\i - -
I ( ~ ti 14Y,1 1 w-',f f' _ 1 1, 1 - - ~-,~j. n~, 0 .30,2861sq:ft.1, ^a._ 11 9• - _ ti~ I, '11~' 111x1 'l, A lu~~~ I Ir/_'I'I _ _ --~f~' 1`~', ' 'I 'tD0'9" Ir I II, I~ I 'll1 A / ,A _ - 1C,
- 100.'0 6 1 ~ 1 3 o, AVERAGE SOT SIZE - 1.316 AC. ~ 5 ,,,D ~ , , ' I 11 .41A~r NYL. ' / _ _ I I I I \ - / lu, I~I 1 {,~~,I ` \0,6,98 A~, 1 - / SAIi-PAMLfG - L\ 24• ~ I I I I I 1 , - - 11111 , / llh _ , . - - - . ~f L/1 J.t/ / , \`1 ' , W , ' 1 1 Q - / 1 , 1 1 ' Jiff l{RIAN ' , r, _ l I 1 1 1S , I , ~V ~ y'II', I I I „ - _ - , ~ , 1 1 1 , 5 ' _ _ , , I r ' ' / ' 1 1 ` -1 ` I III , / - - - - ' , '
R 9 ~ ~ ~ 0. 1. se Ac.~ti ~ 1' ,BUFFER: ~ \ r~l \ \ ~ n. 1'J%. x11 '"`l.i - 1 - ' 140 s" ,,\4 I I, \ tit I\ - `60 111 1 " / I I, ' - - - ~ l / . ~ r ll / I 1 ~ ' l , 1. ' / , ~Ih ' 1~ y , ' 4 111 1 ~ 11 + 1 ' _ _ , , ,
~ ~ 1 '-52,6 ,$q.rt'' ' 1 v / ' _ - - - - ;`c, ~r - - - ~ ll-' , r , ' 1 _ '~l, 111 ~ I / '1111 F 1 11 - .=a:2-o~''A~.- ,~,'I I,,,1/~ I , -,\I'~„;, SPEN ER T _ \ / I ~ C S GA E PHASE 1
TOTAL ROAD LENGTH 4,287 16 ,y. ` ° 3 ,362-~ . . C~ 11 3 .ft. Q0. ~ 0881 32,702 a.~t~„ `4'' ~ ,',1~'ll/1 11 ' ;-1~~,.' '111,.,;'1,-1- ' I , ~O.I ~ 1Y ~ 1 - la• i~ ~ ,
~ A ~ - T. S I I - V,~ .F" 111 / 'J: ~ , 11` 1 ~ a , , ! r , 'I'g~2e~'sQ.ft.; ' „ ' ~t, - , . I I , - ~ I`I ; i''- ~ , ~ ` I I 1 1 ' , ,
s2 - e PROPOSED USE - RESIDENTIAL SINGLE o ~ ~ ~ ~ \~,1€ 160_, ~ 'I ~i -j' I ' . ~~I:;~ ,1,` ` 111 EXISTIN Y. - ~ G
FAMILY SUBDIVISION ~ ' ~i 654 sq:ft,~~6Zsq,ft.' , 5 I'I ~I IY , P'~! AI~~,'',1,~ , - , I ~ ' 'I'' ~ , ~.Y,I.y~ I 1 I , _ ,5 q.(t.,', 41 Ill"1' I I ' ~ I ,/l - _ ';;:',f~/^ /~~~~/1 / 11 11 - l
.7 , I D 0.750 o-as~ ~ ~ , h . 1 s 7 T ~ ~ m p' I ~ ~ T1 ll 11 1 14 T~ I I'''ll I' ~ ~ / '1' i/ i Y3_, .~Y'I\ ` ,fV I I 1 111 I _ 16 AC. I I 11 1 1, , _ - - - - ,1 . _ I, ; ,1,,1~ 1 _ = ; : v p' , I 1 o w uu~~ 1111 I , 1 1 6 `~51` ~.f t. 1 1 a ~I 1111 r , I - ' ~ - - i , _ I a' _I' 1 I 1 l 1 ' , o l , ~ 1 ~ l f`} 1 III rl I I ' _ _ . ~ _ , ~//T~ % - h`I . ~ _ . I ~ , , ,i,~ I 1 1 1 ,
~ _ , r IIII I ,l, I r I I, ~1 - _ _ _ _ ~ - ~ 1 _ul l , II 1 1 ' , , ,.b.0@~„AG., ` 11' a d I, 11 I I 1 ~ • _ - ,`I' - ' i _ - - , , 1 , 4 111 1 I 1 1 1 I 11 11 11' 1 1 1 1 1 1 I I I - ' 1 I , X 1 1 ` 1, 1 1 , 1 4 , 11 I I I ~I 'l1 II II- ' _ ~r,~/d.~; ,111 , ~ , ` _
NOT TO SCALE - rl ,46 S.f. I , , 1 429. '1 I I 1 1 I - - Q` `1 - ,46 S.f. ,m 11 1 9 ~ 11/lull 111 I ,l .111 _ ;e / 'I,,,u- I`1'~11 44"-~' i , ` \ 1 1 ' 11 11 11 II 1 _ 1 111 , I\ II `1` ~I -
, ~ ~ 0 4 03, 1, 1 , ~ ~ I \ ~ , \ ~ ,1 1 1 1 11 / 1 `f 1 1 1 11 1 1 1 1' 1 1 1 1 ~ 1 1 1 1 1 J 1 _ . . , V 1 1 - -'r~ ~r ; . , ' _ i, l l ~ ' ` 1 ` +11 - - _ - 1 ' 1 \ I r'1 1 1 1 1 1 /1 ` / 1 - - N O - rn 1 1 ST'0 `1,1 I , I I 1x111 y+ 1 , , 1 1 , 1 ` ~I \ l.~ s. 1 / ; ® I ` I ~ - - 03' N. Y' 1 1~1 1 1 Ir11 ~ 11 1` 111 I / - ' 11 _ L'l .1 _ _ c _ I 1 + I •r I I (1[1 I \ , , \ l 11 , , / , , - - , ~ - , " r I ~I~ ~ _ I I / 1 I III 11 1 I I 1 I 1 1, ` ~ -
~ ¦ - 17 - ® r. Q T~S,F~. 1121~,Y1,TV ' !11 111'1 1, \ ,1 1 '1/2 i Y 1 c \ ~1 I / 1 111\11 111 - ~ _ - _ T~S'P.{Jf}15 11"~I,,;`„1,',1'1'x. _ ~ _ ~I 1 1 1 -~/.YL~~f--_--_ _ _ _ _ V / / I` ~ \ I 1 ( 1 , 1 1 ' / ' „ - ~ ~ - ' / , ' I I ~ . 1 . 1 1 I 1 1 1 1 1 1 1 ~ 11 , 1 / - 1_ _ -
111~ Y1 1 I-..1111 111'1'11\111,1111 \ , , - ~1' I 1 1 , 1 11',~, II _ J_- _ - - - - 111 1x11 /14 I I I1 1 /~j , ' , _ _ _ - , 1 y\\/ ~ 1 I~ _ - _ `506' , Ill 1, 11 11 1 ''t' - = / ' 1 Y 1 1---= _
TOTAL AREA = 136.306 AC. ® ~ i W N/F , - 1 ~1 W ' 1 1 1 1 I I 1 1` , / 1 ' I l it ?,1\ ' IIl l1~11 ,11111111 111, 1 11 1\` , ' /1 .~G.,I\~ I ' / 11 'Y~ ` 1FI` _ - _ _ r /111rr/ I '`\1ll T-,._ yy~,~. _ , , r/~ 11` - 11
T 0 B E SUBDIVIDED m _ _ _ C Vw) CAROLYN F. JOHNSON ® a ® o o \ ® ® ® 4 T NO DEED LISTED
LESS R 'W = 11.458 AG. e ~ ® e •
~ ~ m e ® ® m e a e ® e~ . 11`1 I'i-~:- - _
® . e e ~ NOTES: ' 1 I, , ~ `_1- - - - _
LESS RECREATION AREAS = 1.251 AC. ~ ® ~ e \e ~ 1) ALL LOTS ARE GREATER THAN 20,000 SQ. FT. I , 1 , ~ , ` _ 1'~ ' - _ _ _ - - ' - - - " - - - - -I%,\
. e ® s CAROLYN F, JOHNSON ' - ~ ' 2) ALL LOTS WILL HAVE INDIVIDUAL SEPTIC TANKS NO DEED LISTED l Ir I''1 I ~ 1' ` ~ - - _
NET AREA = 123.597 AC. m m e AND WILL BE CONNECTED TO THE FRANKLIN 1 ( I ,-1 I 1'- COUNTY WATER SYSTEM. 1 ~ 1 "
m m PRELIMINARY SUIBDIVI~IQN; P;L,4N"FOR . I
® A ® m ®y 3 ALL ROADS WILL BE CONSTRUCTED TO ) I
TOTAL LOTS = 96 . m N.C.D.O.T. STANDARDS AND DEDICATED AS PUBLIC.
4) STREET TREES WILL BE DETERMINED BEFORE
AVERAGE LOT SIZE = 1.287 AC. ~ m FINAL PLATS ARE APPROVED. THE NUMBER AND SIZE OF TREES REQUIRED PER LOT WILL BE
CALCULATED AFTER ROADS ARE CONSTRUCTED. A
/ o m o TREE PLANTING PLAN WILL BE PROPOSED SHOWING PHASE THREE F &
TOTAL ROAD LENGTH 9083 ~ ~ - I I i i ~ ~ ° m ® 1 • ° LOTS WITH EXISTING TREES AND LOTS WHERE TREES , QV1L FIVE
v ~ ~ • e • , • • • / ° m WILL BE PLANTED. REF: MAP BOOK 1997-412 m
I RESIDENTIAL S NGLE ~ . ' ~ I • ° PROPOSED USE ~ / , m 5) TAR-PAMLICO RIVER RIPARIAN BUFFER RULES REF; D.B. 1086, PAGE 556 a I APPLY TO STREAMS AS SHOWN.
® AMI Y UBDIVISION ° ~ I F L S \ ~ HARRIS TOWNSHIP
® m ~ e , m e , 1 ~ ~ 6) PRIVATE RECREATION AREA DEDICATED TO SPENCER'S • GATE HOMEOWNER'S ASSOCIATION TO FULFILL THE FRANKLIN COUNTY, NORTH CAROLINA
m o • • ~ • • ` • J • FRANKLIN COUNTY RECREATION REQUIREMENT.
1 ~M 1 nn n inn 4M
j(_1\ \ \ sacNCacc c :i`a+" ovmcae sASSOCIATION SSOCIATION 7) STREET NUMBERS WILL BE PROVIDED TO AND APPROVED _ v V V
' AC BY THE FRANKLIN COUNTY PLANNING DEPARTMENT PRIOR TO RECORDING OF FINAL PLATS
NODES 11 - - - - _ ~ _ OWNER DEVELOPER: SCALE 1"=200'
LINKS TO NODE RATIO = 1.45 CAWTHORNE, MOSS 8C PANCERA, P. C. PROFESSIONAL LAND SURVEYORS, 239 EAST OWEN AVE., P.O. BOX 1253, WAKE FO AEGEAN LAND COMPANY SEPTEMBER 9 2002 P.O. DRAWER 1859 ZONED AR
WAKE FOREST, NC 27588
27587 [phone] [phone] SHEET 1 OF 3 AKE FOREST N.C
FIG. 3

CROSSIN 1 G 1~
9 9
i ~ l ' 0 1 J
\ \ 104 ~ ~ ~ ~ / ' ° ~ ~
~ ~ ~ 133 ~ ~ \ ~ ~ ~ ~ ~ ~h ~ PC = 1+60.75 ~ / / W W ~ RIP-RAP ENERGY DISSIPATOR
\ ~ o ~ ~ \ 134 ~ ~ ~ ~ U LENGTH=22.5' WIDTH=11.25' /
/ ~ \ / o / ~ Q Q m 22" MINIMUM THICKNESS 1 5 2 = ~ NCDOT CLASS "B" 6" STONE ~
\ / n ~ _ = 56+20 2-64' LF ~ 36" PLASTIC PLUS FES
103 \ \ = z \ ~ 1J ~ I z Da = 27.60 AC. 1 ~ ~ ~ TEMPORARY ~ TEMPORARY
~ \ \ o oy lk - ~ / a ° ~ CENTER LINE CURVE DATA Q10=60.37cfs Hw=2.88 sEOiMENT seolMENr 1 53 ~ ° 52+19.57 TO 53+95 Q25=68.16cfs Hw=3.12' PIT N s ~ P1r N s
_ \ / 60.0' ~ 1 O - ~ ~ ~ DRAINAGE 100.0' ~ ,--''GRASS DITCH-"-'--~~ ~ ~ ~ Q100=77,90efs Hw=3.39' 1~ X a' X 4' 2a' x 12' z a' G~• GRASS D o ~ o DELTA = 33' 30' i 2" I
- - v A M Nr 131 ~ ss DST - A E SE E TAR-PAMLICO ~ ~,GRA 55 D~1 ~TCN ~ ~ c~ o Q RADIUS = 300.00' --~GRP 50+00 ~i ~ ~
- - \ \ RIPARIAN ~ ~ o I I~
- ~ \ FF R ZONE 1 = 9 063 s . ft. - - \ BU E , q k0 - \ ~ ~ 49 49k0 SJ \ ~ o ~ TCN +pp GR ~ u / GRASS DI
- \ ZONE 2 = 4,656 sq. ft, - - \ CLEARING LIMITS
- - \ ~ LEVEL SPREADER ~ / - - \ ENTRANCW WIDTH=10' /~jOH OO S DITCH AS ~ ~ w i 56+00 ~,~GRAS --_____y~R ~TC~, a ~
\ ~ ~ END D 3 ,~GRF55 Oak RIP-RAP ENERGY DISSIPATOR LENGTH-10' / / f~ A55 D~Tr ~ ,SS pI1CN N ~ GRA +00
LENGTH=50' WIDTH=2 ' DEPTH=0.5' -o S2~ 55 FENC
1 O 2 / 27" MINIMUM THICKNES 0.7D CFS TEMPORARY ~O1~GN i ~ CLASS"8" SEDIMENT SS ~ a pp - 1~ y pITCN
i NCDOT CLASS "Il" 23" S ONE RIP-RAP PIT q 4 ~GRA BOO / ~ ~ 1 T X 9' X 4' ~ k RgSS TE VINE ~ CENTER LINE CURVE DATA O~pC 53+ JU -
i ~ ~ ~S p11CN ® o / / / e CN `I~EO O ~ ~ 0 49+08.84 TO 51+00.76 ~ \ 00 54+00 - / -
/ 44+45 2-100' LF ~ 60" CMP WITH HEADWALL ~ 1 1P'RP ~ o DELTA - 36' 39 0 / ~ . TEMPORARY SEDIMENTRY a ~ - 16" ~
i ~ Da = 125.5 AC. 6k00 R ^ o Q10-199.24cfs Hw 4.6' J~ 015CH x ~ RADIUS = 300.00' •O D~jGN / / ~ , SEDIMENT PIT ~ 7 ~ ~ ASSN / , PIT~5 36'X18'Xa' 0~ ~ GR / ~ 24'X12'X4'
~ Q25-225.81cfs Hw=4.95' t~Q EO >n~ ra o. 216 ~ GRas D, ~ ~ / / 20.0' • o. TCH cn
- - Q100=265.66cfs Hw=5.50' LEVEL SPREADER „ G PP ~1N ~ ^ ~ - ENTRANCE WIDTH 10' / GE 18 R
~ ~ END tWDrH=3' EN G G RAP ~ ti ~ - LENGTH=17' \ ~ ~VtJ\,0~~,~ ~ ~ / / ? ~ ' ~ 'fix 0 / / o0
- - \ DEPTH=0.5' ~~.\5~ kN~j• kOO CLEARING LIMITS G. / 1,3 CFS -5O•p~h ~ ~ ~ ~ G ~ I Oj p / ~ / o 1 ~ ~ / ~ 213 :G ~ i /
- CLASS"B" ~ c, - \ RIP-RAP ~ 4 G ~ G ~ ~ ~ N ~,;m { m ~
TEMPORARY ~ lr~ / U' cP o C N ? ~ ~ / 1 ~ W ° ~ 1' /
\ SEDIMENT I 1' k ~ k 1 00 PIT ~ 2 W ~0 ~ ~ O ~ ; ~ 1. J 1 ~ k i / / O O ~ ~ ~ /
\ z1' x 1D' X a' ~ ~ 226 ° n;'; ~I p ~ ~ ~o `.o ~ , a / / 1 ° ~ ~ 215 ~ '
XO TEMPORARY ' ~ 1 ~ i
~ II S IM NT ED E CENTER LINE CURVE DATA S ~ ~ ~ 20.0' / i
G~ PIT d 3 , 45+04.47 TO 45+87.40 \ p\~ + 33'X1TX4 p O \ DELTA = 15' S0' 22"1 a ~ DRAINAGE 1 ~ ~ EASEMENT
~ RADIUS = 300.00' kg25 ,6 1
I 1 214
R~~G P~ p\ ~ 11-~ P\~p ~ P c pp ~v~ ~ ~.I~P / /
q \ N''jk ~Q ~ ~ LEVEL SPREADER s. J, i~\, / ENTRANCE WIDTH=10' ~ / /
VQ \ END WIDTH=3' \ p\•(G \ LENGTH=33' / / 217 I I + / / ~
131 ~ `Lp F \ , DEPTH=0.5' / k 25 CFS ` / 0
~ \ TEMPORARY CLASS"8" / I SEDIMENT ~ ~ I I I / /
~ PIT ~ 1 1 . kIP-RAP / o CENTER LINE CURVE DATA ~ / 1 / / ~
~ 40+14.50T0 41+64.82 ~G~ 21' x 10' X a' RECREATION d' OO O\ . LEVEL SPREADER / / DELTA = 28' 42' 32" N`jx Q ENO ENTRANCE WIDTH=10' ~ AREA # 2 ~ 1 / /
_ P CONSTRUCTION ENTRANCE o RADIUS - 300.00' ~`r END WIDTH=3' / ~ 60' RIGHT OF WAY
20' X 5D' X 6" GRAVEL d' • LENGTH=17 / 6 WASHED STONE ~ ~ DEPTH=0.5' ~ / ~ II 1.3 CFS I
1A 1 ~G g g 1 U O~ ' ~ CLASS"B' / ~ - _ - - - I _ _ - - - 8' 20' PAVEMENT 6' 6'
p. ' ~ RIP-RAP 1 / - ~ ~ SHOULDER SHOULDER DITCH
O LINED DITCH ~Ik 'J~ A TE / ~ ~ C) I I
100.0' D TAR-PAMLICO D D ~ ~ "PER FT. 1/a" PER FT. ~1"' PER fT ~ 1
39+00 '40 00 ~~C,~ RIVER f ~ ~ + (n W LOCAL RESIDENTIAL ~ ~ ~ Q ~ 2:ti 1.512"
- Eo ~ RIPARIAN GRAPHIC SCALE - ~N cROSSiNC 1 l ~ 1E L BUFFER / ~ n 2 Q 6..
U I J ~ ( 1 = 50 = I 2 a I a!~ I I 8" ABC
uNED DITCH ZONE 1 BUFFER AREA = 0,208 AC. J JUTE ~ ~ ~
' BUFFER AREA = 0.107 AC. 60.0' - ZONE 2 50 0 50 100 DRAINAGE
A F WETLANDS IMPACTED = 0.018 AC. EASEMENT ARE 0 ~ 1 98 ,
LENGTH OF STREAM CHANNEL IMPACTED = 140,9 ft. j
PVI STA = 40+50 iIGH POINT ELEV = 383.64
PVI ELEV = 386,50 HIGH POINT ELEI IGH POINT STA = 49+25.44
A.D. _ -4.25 HIGH POINT STA PVI STA = K = 35,29 PVI STA = 48+50 PVI STA = 51+00
PVI ELEV = PVI ELEV = 384.25 PVI ELEV = 382.50
150.00' VC A,D. _ - A,D. _ -5.70 A,D. _ -1.55
PVI STA = 42+50 K = 35, PVI STA = 46+50 K = 35,09 K = 96,77
PVI ELEV = 374.00 PVI ELEV = 374.25 200.00' A.D. = 3.75 LOW POINT ELEV = 370.28 A.D. = 2.37 N 200.00' VC 150.00' VC PVI STA = 55+00
~ ~ K = 40.00 ~ ~ o LOW POINT STA = 44+47.56 K = 63.16 N PVI ELEV = 373,50
~i A.D. = 1.75
~ ' VC PVI STA = 44+50 C0 M 150 00 150, 00' VC + PVI ELEV = 369.00 N + K = 114.29 cv ° ~ u~ N
~ ~ ~ ~ A. D.=5.13 II p + ri + ° 200.00' VC
K = 39.02 m m + p~ O N I~ ~ ~ ~ ~ M ~ ~ ~ + ~
~ ~ r` ~ 200.00 VC N °o + rn ~ ~ U U W ~ r7
fn til + N n of ~ M ~ + w w ~ ~ w O ~ ~ m m U U O f~
> > `t rD r rj ~ w w In l;i U U ~ > > + Uj r W W ~ n
- j U N U U~> Z Z_ ~ ~
D] m N ~ ~ N N ~ ~ > > m - _ + N + ~ N ~ W W Ui W U U
_ ~ \ ~ r ~ r N ~ ~ ~ `r M d r+7 d' t7 > > 0] m -0.70%
~ ~ ~ W Ul W _
` U j U U U U>> ~6,2s w w>> NOTE: w w m m 9, m m
- ON FILLS OF 10' OR GREATER 4:1 SIDE SLOPES 5 Q~%' -2.25
OR GUARD RAIL MUST BE USED.
/
-2. 2.63% _ - _ - ---0.~0 - - -
50~
44+45 2-100' LF ~ 60" CMP WITH HEADWALL
INV IN = 362.25' INV OUT = 359.00'
SLOPE = 3.25
DATUM ELEV
345 00
(`N d' ~ NO ~N ~N NN t~~ ~O CO r<} ~(p
if1 ~ ~ + N ~ Ql ~ l0 ~ ~ ~ Ol c0 ~ n N n ~ ~N r cn ~ ran M m ~ O r ~ ~ N ~ ~ n ~ . 0~ ~ In ~ In . N ~ n ~ N ~ n ~ 1 r r ~ ,.I ~
00~ Or u~~ N~ C00 Or M~ N(V 00 ~O OHO O^ ~N ~d r 0 r~ ON NN rlM r6 N~ NN NN O vj m 00 00 00 m 0000 r~ rr rr r rr rr rr rr
N~ 0000 00 00 00 r- rr r~ rN M M~ Mr M~ M~ M~ Mr Mr Mr M~ M~ 00 00 MM MM M MM MM MM MM MM M M M M M M M M M M M~ ~M M~ MM ro ~N) X17 ~M ~M ~I~
40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00
N AVE., BOX 1253 WAKE FORE . ~ pROFESSIO~IAL SAND SURVEYORS 239 EAST OWE N.C. 27587, [phone] <E FOREST, SHEET 2
FIG. 4

CROSSIN G2 ~G 2
9 9
~ ~ I ~ ~ ~~v
~J ~ 100.0' ~ \ ~ ~ ,C
~ I U1 I TAR-PAMLICO Q ~ \ i I _ ~ ~ -
Q 172 RIPARIAN 171 Z s I ~ ~ \ \
BUFFER \ 173 I ~ a~ i i ~ i 20.0 ~ ~ `
1 7O RIP-RAP ENERGY DISSIPATOR I - - \ I 174 LENGTH-40' WIDTH-20' ' DISSIPATOR I ~ 1 76 \ ~ \ )TH=zo' ~ DRAINAGE ~
I 1 22" MINIMUM THICKNESS CKNESS ~ EASEMENT \ , - ~ ~ _ - - - - _ _ ' 13" STONE ~ ~ ~ _ - - _ v ~ 65+75 120' LF ~ 60" CMP PLUS HEADWALL ~ \ \ _ \ ~ i \ ~ \
_ 2 ~ I NCDOT CLASS "I" 13" STONE ~ DITCN GRASS -I I LEVEL SPREADER I _ ~ \ zEADER 20 0 ~ Da 62.50 AC. - \ ~ - . _ \
GR O ~ 1 75 ENTRANCE WIDTH=10' ASS Dlr + rn I END WIDTH=3' / CH uDTH=1o' ~ Q10=119.07cfs Hw=5.10' _ _ _ _ _ - - - - - ~ ~ ~ - - - TH=s' D.E. 1~IE ~ SAN ~ S 25=130.10cfs Hw=5.40' ~ ~ ~
O p~ I LENGTH=10' N 0 ~ ~ o - /G 5g+0 60 ~ DEPTH-os' =1o rlY Q ~ =os' Q100=149,94cfs Hw=5.95 ~ - . ~ J ~ \ ~ _
S +0 GR I os cFs \ ~p,5 0 ASS DITCH CLASS"e" FS LEVEL SPREADER "B" ` ' ~ ENTRANCE WIDTH=10'
~RAS$ RIP-RAP - 61+QD DIrG I CLEARING LIMITS - IAP - - - - ~ - - END WIDTH=3' _ -7 ~ ~Y LENGTH=22' ZONE 1 - 9,079 Sq. ft.
p0 JUTE LINED DITCH H~--~ TEMPORARY RECREATION 5~k _ ~ CRASS o G SEDIMENT DEPTH=0.5' `1 1,70 CFS~ _ _
AREA 3 ~ ` ' ~urE s2+oa H~-~ PIT # 9 o/ .LINEDp 15'xs'xa A ~ „ ZONE 2 4,667 sq. ft. ~ 4, ~Q~ CL SS B RIP-RAP
~ ~ . ® 63+00 UUi' Gj'~ TEMPORARY
\ ~ G~` • ~ LINED , \ ~ ^ DI rcH EXI SI SEDIMENT 1 74 100.0' ~ I ~ PIT ~ 12 ~ TAR-PAMLICO
\ P5 ~ . ~ + 64+00 CMP srlN~ EXISi'I ` N o v' x 1a' x a' 'D RIPARIAN C NO ~ ~ MF 40, ' 28 ~ ~ BUFFER
\ GQ- ~tJ~' , • rn ~ 40.21 ~ ~ ~ TEMPORARY ~ 6S 21 LO ~ 65+64.1 NG cLEARINC uMlrs II
\ 00 ~ ~ G';SS pl +6 \ SEDIMENT x J'( II 1 r~H 65+Q 0 ss+o 178 179
\ 24' x 12' K 4' ~ ° ~ ~ ~ ~ J~ + CENTER LINE CURVE DATA w
' \ \ LINED \ cu ~ DITCH 66+pp JUTE ~ , ll ~ ~ ~ 68+35.59 TO 75+27.64 NED DITCH DELTA = 13 13' 02"
~ CENTER LINE CURVE DATA \ \ 55+84.80 TO 59+78.96 ro I I - 6J+00 GRASS Z J RADIUS = 3000.00'
TEMPORARY \ \ ~ DELTA = 75' 16' 44" a ~ SEDIMENT ~ RADIUS = 300.00' c DI i CH -1 +
PIT 6 \ - I LEARING LIMITS R RY N W + TEMPO A 1T X 8' X 4' SEDIMENT ~ sILT FE 68+00 ~ 001 1 ~ r FE ALONG TOE GRAS$ DITCH ~ ~ + ~
~G TEMPORARY a O PIT ~ 10 ~O\ SEDIMENT 1 ~ I 15' X 8' x 4 ~1 NC \ =LOPE ~.---'GRAS O O
16 9 ~ 2 3 ~ ~ / PIT#7 ~ ~ ~ 69+00 S DITCH ' ~ GRASS DITCH- _
p ~(cj 36' X 18' X 4' ~ O WE ~ ` ~ ~ I 1 9 2 LEVEL SPREADER O , I NTRANCE WIDTH=10' x E WET~AN SILT , . JUrE _ _ ~ \ : ` 20.0' FEN LINED DIrcH 70+00
~ ~ I~ ' ~ END WIDTH=3' h / ~ 56+20 2-64' LF ~ 36" PLASTIC PLUS FES ~ LENGTH=1a' &I~E - DRAINAGE OF ~~1'--- 71+0 EASEMENT • 0 1 ~ ~ _ 72+00
v I _ ~ I DEPTH=0.5' ~ Da - 27.60 AC. ~ 1.35 CFS
0 Q10=60.37cfs Hw=2.88' 191 CLASS"B° ~ GRA ~ CLEARING LIMITS SSITCH
~ ~ Q25=68.16cfs Hw=3.12' RIP-RAP ~pC 0100=77.90cfs Hw=3.39' I TEMPORARY LEVEL SPREADER RASS DITGH~w--__ / ~ ~ \ SEDIMENT ~'F ENTRANCE WIDTH=10'
O ~S I / S _ +-GRASS DITC - \ PIT ~ 11 END WIDTH=3' H
Ui ~ TEMPORARY x84,8 ~ 21 1 ~ ~SEDIMENT ~ ~ \ 34' X 16' X 4' LENGTH=33' 1 DEPTH=0.5'
o " PIT 5 I C~ ~ # N / 24'X12'X4' + ~ ~ z.s cEs / , A CLASS"B"
o I \ ~ ~ RIP-RAP 100.0' PC = 0+58.24 ~ ~ ~ ~ TAR-PAMLICO
20.0' - / 0 DRAINAGE ~ ~ \ \ un ~ ~ \ RIPARIAN 19~ O
J' EASEMENT a- ~ ~ ~ / ~1 ~ BUFFER ~ ~ ~ ~ ~ 185 \ ` _ i~, o
h ~ ~ ~ J - v i
W W1`~ ( c~ _ 19 3 _ / I Q ~ / _ ~ i, ~ ~ ~ ~
I I ~ - = Q / ~ ~ i y ~ ~
~ a s o - 194 / I ~ ~ 195 I / / ~ \ ~
CRO. I _ ~ i CROSSING 2 ~ ~ v~-~, _ -c
I `l` ~ ZONE 1 BUFFER BUFFER AREA = 0.209 AC. ~ v ~ ~ _ - - - - 1
I ~ I ~ 60' RIGHT OF WAY ZONE ~ BUFFER I v - 2 BUFFER AREA = 0.112 AC. /
~ ~ a I I ~ AREA OF WETLANDS I / ~ VETLANDS IMPACTED = 0.061 AC. ~ v v
~ ~ ~ _ ~ ~ V ~ -o STREAM CHANNEL = 146.04 ft. \ ~
~ I I ~ 'PAVEMENT 6' LENGTH OF STREAM Q~ ~ HOU$LDER 20 SHOU6LDER DITCH ~ ~ ~ S \ \ 189 ~
I I 20.0' ~ ~ ~
I DRAINAGE 21 4 1~4" PER f7. I EASEMENT 1° PER FT. ~i" PER FT. 3 GRAPHIC SCALE k ~j OD
I A RESIDENTIAL 1 = 5~~ I ~ LOC L 1.512"
I I s° C,
50 0 50 100 B' ABC
PVI STA = 70+50
HIGH POINT ELEV = 379,21 PVI ELEV = 384,50 LOW POINT ELEV = 378.29 PVI STA = 68+00 A.D. _ -0.13
HIGH POINT STA = 63+40 LOW POINT STA = 65+58,33 PVI ELEV = 381.50 K = 1153,85
PVI STA = 63+00 PVI STA = 66+00 A.D. _ -0.55
PVI ELEV = 379.50 PVI ELEV = 378.00 K = 272.73 150.00' VC
PVI STA = 55+00 LOW POINT ELEV = 372.75 A. D. _ -2.14 A.D. = 2.25 K = 66.67 150.00' VC
PVI ELEV = 373.50 LOW POINT STA = 57+00 PVI STA = 59+50 K = 70.00 0 0
= 1 7 PVI STA = 57+00 PVI ELEV = 373.75 A, D. . 5 A. D. = 1.14 150.00' VC 150.00' VC N o + N M O
K = 114.29 PVI ELEV = 372.50 A.D.=1.00 K=131.25 N o + N II r ~
-200.00' VC K = 200.00 150.00' VC ~ ~ + M r ~ o rn ~ ~ rn ~ ~ ~ ~ ~ w o
200.00' VC N oc ~ + o r7 vi w > > +
o u1 r ~ O N N + + ~ rrl r cv ~ + ai r oc ~ ~ w w + oc O~ co M U U r
N f~ ~ ~ tf) ~ O t0 M N O > > m m ~ ~ ~ W W W Z
N 0~ o O ~ ~ Ul W U U (!1 LJ U U ~ >
0 o r~ o ~ ~ + ° + ° + ri co ~ ~ > > w w > ~ 0] 0) ~1 j j W W W CO
~ ~ ~ r` ~ m m
NOTE: _
> > > > 0] CD H - ON FILLS OF 10' OR GREATER 4:1 SIDE SLOPES 1.20% _ , - - " " OR GUARD RAIL MUST BE USED. _ _ _ _ _ - - - - - - ' -
W W W W Z / I~~ 1.75% - - %

1.64 - \
-0 0% 0.50 - - - - - - - ,
56+20 2-64' LF @ 36° PLASTIC PLUS FES
INV IN = 367.76' 65+75 120' LF 60" CMP PLUS HEADWALL INV IN = 367.50'
INV OUT = 367,10' SLOPE = 1.0% INV OUT = 365.50'
SLOPE = 1.66%
DATUM ELEV
345 00
co O L0 O N to O 0) d p M p 00 o 00 M ~N ~p DO 00 r M 00 p `tN Lr) N~ M~ ptp ~M ~ N p0 00 ~cO U-) OE r0 12 O1 N O If) U u iN tN uj U u u U LU rf I OO N M d p 0 d O0 M CO DO N 0~ O 1~ ~ M ~ m r ~ O r M 0> r} O M
N~ N~ NN CJ NN Nj NM 04 MM mod' Ln CO 00 C~ 006 m r r rr ~r rr rr rr rr rr rr rr rr rr rr rr rr rr rr r Mr Mr MM MM MM MM MM MM MM MM N7M MM MM MM MM MM MM MM M 00 OJ r Op O N N NM NM Md ~N ~N r~ rr r~ r~ 00 00 00 F, F, 00 Fo CO 00 00 M 00 00 00 00 w00 00 00 r r r r r Mr Mr M M MM MM MM MM M N)M MM MM 'M MM M M M M M M M M
M M
56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 +00 65+00 66+00 67+00 68+00 69+00 70+00 71+00
. PROFESSIONAL LAND SURVEYORS 239 EAST OWE N AVE. P.O. BOX 1253, WAKE FO[ 27587 [phone] EKE TOREST N.C. SHEET 3
FIG. 5

~ LEVEL SPREADER
ENTRANCE WIDTH-10'
END WIDTH=3' LENGTH-IB'
/ ~ ~ i ~ ~o ~ DEPTH¦0.5' 1.3 CFS
104 ~ ~ ~ , ~ ~a ~ RI ~ RAP
~ ~ 133 ~ \ ~ ~ / \ I cr ~ ~ ~ PC ¦ 1+60"7 RIP-RAP ENERGY DISSIPATOR~
y ~ ~ 134 ~ LLJ ~ 5 LENGTH=22.5' W1DTH=11.25' / / ~ W V 22` MINIMUM THICKNESS /
~ \ ~ o Q ~ ~ NCDOT CLASS "B" 6" STOPIE ~ P RARY Q a) 16 9 ~IMENT 152 = ~
\ ~ ~N ~ \ I a 56+20 2-64' LF 0 36¦ N-12 PLASTIC PLU$~g ~ ~ ~ XT15' X 4'
103 ~ ~ ~ y a "TEMPORARY h ~ Da ¦ 27.60 AC. ~ LEVEI ~ sEOIMENt / I
- \ ~ 'C ~ N ~ - ~ \ W ~ CENTER LINE CURVE DATA 010¦60.37cfs Hw¦2.88 ENTRANCE x1oTH•to' 20 ~C ~ 'x4' ~
T 153 ~ o +1 . 7 T + 025=68.16cfs Hw¦3,12 ~ END WIDTH-3' ~ ASS DI CH ti 52 9 5 0 53 95 LENGTH-lo ~ ~ N e " 0100¦77.90cfs Hw-3.39 DEPTH-o.5' ~ AS~ ^ o ~ + ~ DELTA 33 30 12 oss ~ ~ J
- ~ \ AI n ~ DR NAGS 100.0' ~ ' ~ \ EASEMENT TAR-PAMLICO 131 ~ rCh b 1n $ ~ RADIUS = 300.00' ~ SLOPE, DRAINAGE dt CLASS'BP" I
~ \ ~ RIPARIAN
. ' ' ~ ~ BUFFER ZONE 1 = 9 063 s ft. ~ ~ q X pM ~ M~NTENANCE~ RF ~ } \ N Q ~ EASEMENT A9 six ~ ~ ~ 'f~
\ ~ 1 A9} ~ ZONE 2 4,656 sq. ft. Op GR ~ ~ a ~5 p1
,r ~ LEVEL SPREADER ARING UM115 ~ ' ~ \ ENTRANCE MDTH-10' G GR /rCti Q + ~ TEMP ARY
/ ~ END MOTH-3' SS Olt kO0 SEDIMENT_ U pS01' P1T~7
y 'RIP-RAP ENERGY DI PATOR LENGTH¦10' OP AINAGE k RP ~ LENGTH-50' WIOTH~2 ' DEPTH-0.5' SL E DR / .a 3 ~ 55+p0 ~3' N 21' x 4 ~ ?xp0 E C
102 / 27" MINIMUM THICKNES 0'70 CFS TEMPORARY MAINTENAN~R O~tO / ~ CLASS"B SEDIMENT SS a ti -
PHASE II / NCDOT CLASS "11" 23" S ONE RIP-RAP PIT ~ 4 EASEMENT GRP DD N / ~ \ 21'X11'%4' ~ A~{ k D D1TCN
SPENCER'S GATE / ~ ~S SUBDIVISION / ~ ~~'0. R INS CURVE DATA 4 ASS SINE • m CENTS L G O/ rC JU , ~ 49+08.84 T0,51+00.76 ~ ~ ~ +00 -
~F ~ •o / / 44+45 2-100' LF 0 80" CMP WITH HEADWALL ~ ~ • o x 54 / ~ DELTA = 36 39 16 / ~
/ = 1 A ~ 4 Da 25.5 C. rg G ~ RADIUS = 300.00' CN ~ , ~ N
Q10=199.24cfa Hw=4.8' Mti 1 ~ 1N o ~ ~ Q25=225.81cfa Hw=4.95 0 ~ ~0 ~ ~ / SLOPE, DRAINAGE A f p 21 6 ~ ~ LEVEL SPREADER (TEMPORARY
~ ~ Q100=285.88cfe Hw=5.50' LEVEL " G ~ ~ % / / / MEASEMENT~ (PIETDIMENT
~ ~ \ ~ ENDCMDTH 3' 10' / E~G~ 1 G Rpm t, h^ LENGTH-17' ~aG ~ k ~ y~' / / / 29' % 55' X 4' ,
~ ' DEPTH=o.5' X51 Op Nc LIMITS ~ \ F. 1 k x 1 ~ 1,3 CFS ~y0• kk 5 1 x / / / _ LEVEL SPREADER 1 .~Qj / / IfVEL SPREADER ENTRANCE WIDTH=10'
i \ CLASS"B" ® '~0 ~ RIP-RAP M NOTE: 1 G W LEVEL SPREADERS ARE TO BE p ~ 1 , G r9 / / / / ENTRANCE NIOTM-1o END WIOTH-3'
TEMPORARY ~ to ~ CONSTRUCTED WITHIN THE DRAINAGE N / / / ~LEONGTMTM d3 LENGTH.38' ~ ~ / / , DEPTH-0.5 } ~ n ~ / DEPTH-0.5' 2.9 CFS
sEO1MENT ql 1 k ~ c \ + 100 PIT f 2 uil 1Wp ~ AND MAINTENANCE EASEMENT AND Q ~ / / ~ / / 1.3 CFS CLASS'B' O / CLASS"B"
\ z5' x 1s x 4' ~ SHALL CONFORM TO TOPOGRAPHY TO Z6 ' PHASE II ~ DRAn~AOE ~ ~ ~ ~ MEET THE INTENT OF DIFFUSE FLOW • ~ • / 1 RIP-RAP ~ 215 ~ ~ RIP-RAP
SPENCER S GATE ~ SPREADER 00 ORARY ' ~ \ h 1~ 1 1
SUBDIVISION MAINTENANCE ~MENT CENTER UNE CURVE DATA EASEMENT G~` PIT / 3 ~ ~ 213 / ' i ~ 20.0' NOTE: ~ ~
\ o~~ ~o' x 21' x 4' 45+04.47 TO 45+87.40 ~o ~ DELTA = 15' 50' 22 DRAINAGE ` LEVEL SPREADERS ARE TO BE
\ ,ly RADIUS = 300.00' k ~ ~ EASEMENT CONSTRUCTED WITHIN THE DRAINAGE ~ ~ AND MAINTENANCE EASEMENT AND
RPQ ~G~' ~ • ~ / SLOPE DRAINAGE A: 1 P ti"'o ~e o 1 ~ 21 4 SHALL CONFORM TO TOPOGRAPHY TO
\ t• ~ LEVEL SPREADER t MAINTENANCE 1 MEET THE INTENT OF DIFFUSE FLOW, 1 I I ~
-p ~ ~ A \ ~ ~P' LEKL SPREADER EASEMENT ~ ~ Qi ~ ~ / ENTRANCE WIDTH¦10'
~G ~ S ENO MDTH-3' 1 \ 0~ ~ LENGTH-3J' ~ 217 I I
131 1. ~ o DEPTH•0.5' RECREATION / ! 1
x f' / 2.5 cxs ' ~ 1EMPORI4RY ~ \ AREA 2 ~ o . ' CLASS'8 1\ n r Ta n? ~ rnsl / / nrr ,r~r~ Ie In, t Ir.w wi wK Irr. r.,tt• Ta t t• ror • rnr , • F I
CENTER LINE CURVE DATA ~ JJ ~ ' ~ SST Rro-RAP i ~ LEVEL SPREADER • x 13' x 4' „ 40+14.50T0 41+64.82 ~ t ~ MNNTENAN~ 2s 1 LevelSproaaer(raro lei ~ ~ ~ rr r ~u, r
r DELTA = 28 42' 32" tik o EASEMENT LEVEL S~AOER , ~ ~ I ~ k ~ ENTRANCE MOTH 10 ~ s,; ~ ; ~ ra of wcr:r T nu n,a ~ m e n 'MtH' NM r•r / / ~ L: ~ ~ ~ bj
CONSIRUC1XlN ENTRAN RAD US 300.00 END MDTH-3' p - ° i w~w~nNOT M' w
20' % 50' % 6" GRAVEL SEDIAENT PI1S ANO LEVEL LENGIH-17' vepea~e ^~°":'Tr1Milbn w ~6 WASHED STONE SPREADERS TO BE CONSTRUCTED DEPTN¦O.S' 9~+„ N ALONG LEVEL CONTOUR 1.3 CFS • 'r`;~ ~ ru ~ > e T T4 ~ ~ I I ' r ~ ~ ~ " ~'~'i~r I r -L L ~ ,
~'g" ~y gam.,, l r r-~, ~ r V r rk. `'4 va. i r ~ ~ ' 60 RIGHT OF WAY ~ r~na i Tt ¦ Y 1• i ~
o. ' Rw-R 1 ~~,ti-r~.~~x1 , ~ ' ~ ~ w.In•Yw r• rIr K- ~ ~ f r t • ¦ a rr,¦ Ir wlrwt ra" • . M I ' rN
~ ll`~ 1 1 ~ ~i ~ • w r ? .~'i^M ~ .r 'ila~iktEwi y H Ask PHASE II 1 ` ~ ~ ~ " ~ ' ~ ~ ~ 8' 24' PAVEMENT 6' 6'
SPENCERS GATE 100.0 I ~ ~•Mnw~ ;i ~ ti.,,.... ~ i~ ' ° ,W` : • TAR-PAMLICO I ur~slwwwi L`R , ,,.u a. it ~ ~ y ~ SUBDIVISION ~ ~ f ~ ,,`e' , ~ th SHOULDER SHOULDER DITCH L t•1M 1 P<' L ea w r J (v
9+00 ••7''~ RIVER " G, w 3 80.0 _ k• , + ~ .,1} L mc. er ^ .h t r Flu Mr , w
•--r= ~ `r•'. RIPARIAN DRAINAGE ~ / ~ 4 I CROSSING 1 y EASEMENT w,,; ~ ~ ~ . E105TING ASPHALT BUFFER ~ I ~ µ ~ m ~ r+~' , an In. rtr w ,T t ~ ~ 1" PER ER FT. tir ~ ~ Q Q 3.1 ' ~ ~ E , . ~ = Z• LOCAL RESIDENTIAL z~
BEaN CONSTRUCTION w• IT 1 OFFER AREA = 0.208 AC. 1 ~ ~ D ZONE B ' ~ ~ -0. ~ w. ? ~ A L L I' r I M ~ a 'y~ 2
i N ~ ~ w,. ~ y, : , . ZONE 2 BUFFER AREA = 0.107 AC. ~ r ~ a ~ ' { ' • • ~ a 6 S 9.5 A SUPERPAVE ASPHALT MIK 1 I _ $ ,
r r TAPlIIOlT1121 • u t u n. ~ •a w B" ABC
AREA OF WETLANDS IMPACTED = 0.018 AC. ~ ~ $ 98 LENGTH OF STREAM CHANNEL = 171.07 ft. ~ ~ 1 GrNr-T1e,rodcdVkW20lgatdk~la.c~rml.xrbtl;~m~rkle 1 • to • r1. t +r ru E ¦ J ~,~1'f1~j" 111. IYN t•11. t•N~ t•p TI M tl • r ~ S
~ J ~tl~urAwuitYmt~ad~nmlp~krokMlYlie~e~dn.1'beq~eM'~t Mmrbra7kWOk1)s. ' # •t 1 111 h ELEVATION ¦ n ~ ,~~.,r r• M t r ~ 'r
SAtwde~>f~-.CanYticrlMk+dip4~~Feb~oib=Ifm"neipliaxl g ~ fi~~
rtrt~pMiCmvtlfe kn~pl;Ntl~e herder. holeitpwli=4~oe~aiad=r. . medw;,fspsfiMi,bam=4n,,»nw~sitam7oaxd~IbvKgetaetanK.~ r
krarir~eMlt~led, m r.r ,r 4
R r.r QwP ~w-'ik aN1ei Jt~nn? ae? m~ M laentY ~nee~ ant "N" ~ r r•r -fT w ~ a K r. • 1 • : Q~ q "H¦ ~d n n ~ 'C ~ - N IAIN! ~ t.t, I.r = ~ S~
HORIZONTAL SCALE 1"=50 , v,~u~N1Iaa~c Is0 ~ "~rne=r. 1M6 t11 Mrt a Ir1Nt1 ELEVATION ¦.n.~ a. w t.t ro.r ~
VERTICAL SCALE 1 -10 e eae, Q;: . o:
PVI STA = 40+50 Ccrr<strucbon ~.Tr«=rm,a~sa~,~rart~~~n~,r~~r~n~ Spe~fical!ons ~"'~n~~""~,71r°~ HIGH POINT ELEV IIGH POINT ELEV = 383.64 C ,sUR~,,..• ~j
PVi ELEV = 388.50 dI~ k ~ GH POINT STA 49+25.44 ,,qF~
A.D. _ -4.25 M'A~~++'Idur!eiRC;iwxkral2idcboe~aeg, NIGH POINT STA K = 35.29 ~aroac~udeIroserolfaa~ifOnes,~(r;~rie,erK~i` PN STA • A• , PN STA ¦ 48+50 PM STA ¦ 51+00 tt 11111,
PV1 EIEV = .c~s~reKk.aa~ra,"«.~x.1~,d~ro~=rail. A,D. _ ~ PV1 ELEV =384.25 PV1 ELEV ¦ 382.50
150.00' VC C~itne! ~ neebm ram trm the anaanr: ct~nci ;e aaNt A,D. _ -5,70 ¦ A.D. 1.55 - /`.Q 3
PVI STA = 42+50 K ¦ 35.E mimOiFtdu wlA~end ?eflAe PVI ELEV = 374.00 PVI STA = 48+50 K ¦ 35.09 = 7 K 98.77
A.D. = 3.75 200.00' VC 150.00' VC PVI STA ¦ 55+00
~ LOW POINT ELEV = 370.28 PV1 ELEV = 374.25 N ~ g K LOW POINT STA = 44+47.58 A,D. =2.37 ~ PVI ELEV ¦ 373.50
a ~ ~ PM STA =44+50 K = 83.18 ~ ~ 150.00 VC 150.00' VC + A.D. ¦ 1,75
PVI ELEV = 369.00 N + K = 114.29 N
~ ~ A.D.=5.13 n N O , tl ~ 200.00 VC w n ~
N ~ K¦39.02 m m + ~~~pp pp ~ n n r`
~ M iA ~ r N N ~ m 200.00 VC N $ + v, 'r9i ~rj N
+ anO• + ap ~ M t + W W m m p h O n
~ M t M W W V1 1- W W + ~
h M ~ ~ Z ~ N i p p M~ N 0) 0] Z N M
m m + N~}~ ~ e0 + N W U U
t M M ~ ~ M f ~ t f7 m m

W NOTE: > 0] m m m W W
- ON F0.lS OF 10' OR GREATER 4:1 SIDE SLOPES OR GUARD RAIL MUST BE USED.

e ~ " '
44+45 2-100' LF 0 80" CMP YNTH HEADWALL INV IN = 382.25'
INV OUT = 359.00'
SLOPE = 3.258
DaTUY rldV
spa uo
N N° 0101 rp 4? 0) 101- ^ 0,0 ' K) 0!7 M0 N0 ~Q m01 nN f f~ N N it) h N t0 rD 0 r- ago N M 47 I~00 r W) NN 00 0400 hN NN ff) M~ Og Old t0~ 00~
ttpp~ h C-4 acv ~C ~~~OpC ~O r, Nc4 nw ^4O npi aNpDpCV 00 r Mr Mr M M^ Mn Mr Mr Mn Mr Mr Mn M N N cV cV N 00 It M N N pppp N 0p x0 00 0'pn n Or`f ~ n c0 r~ r t ~ M r~ MM MM MM Mij M~ Mij M M M MM M M M M
M~ ~ M M M M M M M M M M M
40+00 41+00 42+00 43+00 44+00 45+00 0+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00
NA
CAWTHORNE, MOSS & PANCIERA, PC. PROFESSIONAL X 1253, A ? FOREST, N.C.9 275879 (919) - H

~ ~
•
~ Sn - - ~
W ti 100.0'
I N 1 N I TAR-PAMLICO 1 Q ~ ~ ~ ~ ~
Q 172 RIPARIAN 171 Z z I I BUFFER I ~ ~
a 173 ~ ~ \ a ~ 20.0' ~ ~ ~ ~ SIPATOR ~ 176 ~ ~
1 70 I RIP-RAP ENERGY DISSIPATOR LENGTH•40' WIDTH~20' \ 174 I ~ DRAINAGE ~20' ~
1 22" MINIMUM THICKNESS \ I NCDOT CLASS 'I" 13" TONE :SS ~ ~ EASEMENT ' TONE ~ stoPE, oR cE ~ 65+75 120' LF 0 60" CMP PLUS HEADWALL ~ ~ ~ _ ~ ~ ~ ~ ~ / \
f z~ A S DI f H y I BEVEL + 175 ENTRANT T?,.10' I LEVEL SPREADER ~ ~ • . ~ 20.0' ` MARITENANCE Do ¦ 62.50 AC. ~ \ ~ - \ .
\ RAS$ ` ~ END TH•3' ~ I i Tc _ . -10' ~ Q10¦119.07ch Hw¦5.10 - - " - ~ " ~ \ • ~ ~ D.E, 44 t EASEMENT ~ ~ ` \ \ ^ ' . ~ 'l 1 ¦ Hw¦5.40 Q25 130.10cfe ~ ~i ~ _
I LENC 10 \ +00 g DEP .s' Q100¦t49,94ch Hw¦5.95 I ' ~ - ~ -
00 ~A p,55 ITC CLASS"e" LEVEt SPREADER 1 ENTRANCE 1MDTH.10'
\ , RIP-RAP 61+ RA DIT I GEARING IJMITS END WroTH-~' ZONE 1 = 9,079 sq. ft. ~
\ ~ JUTE LINED DIT ~ 1EMPORARY k~ CH ~RA$ SEDIMENT RECREATION ye ~C DEPn1•o.' ZONE 2 = 4 667 s . ft. ~ 1 q 1.~o as~
AREA # 3 ~ . ~ ~fNED D oo ~ ,a x,o' x 4 p``~ NOTE. RIP-RAP 174 I
Irck LEVEL SPREADERS ARE TO BE TEMPORARY , SEDIMENT CONSTRUCTED WITHIN THE DRAINAGE 100,0
~ G~ ~ ' • 63+00 JU \ ~ C~ ~ LtN ~T N 1s AND MAINTENANCE EASEMENT AND TAR-PAMLICO I ~ 34'%16'X4'
5p pit ~ I CH EXIST \ \ 5 p + 84+00 CMP LNG 28 EX! SHALL CONFORM TO TOPOGRAPHY TO ~ I RIPARIAN CMP STING 28~" I W. ~ BUFFER 40.yt~ MEET THE INTENT OF DIFFUSE FLO I
\ S~EDIMPt~ARY P ~~F. , • n I 0 4p'21' l0 ~ 8 +64 0 8 +6410NG N .t ~ 9 o a 178 17
^29'X15 X4' X J~ / 212 3 ~N + as+
h~ ~ ~ \ \ ~ i , a \ , k uN Ir + I CENTER LINE CURVE DATA w ~+Op ~ ~ u 68+35.59 TO 75+27,64
C ~ CH ~ lfNEp p DELTA = 13' 13' 02" ITCH I =
CENTER LINE CURVE DATA m + 59+78.96 I ~ 55 84.80 TO ~ I 87+00 A ? ~ RADIUS 3000,00
IEM~ORARY \ \ ~ \ DELTA = 75' 16' 44" a. SEDIMENr RADIUS = 300.00 ~ PoNG UMI h SS ITCH
PIT 6 ~ ` ~ I / W + TEMPORARY ~ i 20' X 10' X 1 ` TEMPORARY ~ 8 SEDIMENT 4' (T Sllr 88+Op qS ° o ~ ~ ALaNC ToE S CH + .
PIT / 10 / \ SEDIMENT 213 _ ~ 18' X 10' X 4' ~ ~G~S Dlfi"' 0 0 89+pO CH
1 / PIT / 7 _ 16 9 \ 43' x 21' X 4' O LEVEL, sPREAOeR / ~ ITCH
' - " I 92 I ENTRANCE 1MDT1i=10' I \ sL DRAINAGE k ~r 20.0' S T FF INEp I 70+00 \ TCH - - - DRAINAGE H 71+00
x oP~ ~ END rdDTH•s' S'.ac~: LEVEL SPREADER ~ LENGTH=18 ~ O 72+ EASEMENT - 00 -
~ ~ MAINTEN CE ~ Q I DEPTH=0.5' SLOPE. DRAIN k y ~ > EASEMENT '~O ~ ~
LEVEL SP E ER 191 ~S$"B MAINTENANCE , . I RIP-RAP k DRANIAGE k t^ ARING UAATS ASS~CH SPREADER 1 1 S
EASEMENT +20 2-84 LF 036 N-12 PLASTIC PLUS FES LEVEL SPREADER 0 = 27.80 AC. I MAINTENANCE / TEMPORARY ~ u:veL SPREADER 1 S Df T]IANCE 1 \ ~onaENT ~F - ~ .1-. / ENTRANCE WIDTH 10 A
o` ~ ~ 8 /O10¦80.37cfs Hw=2.88' I a / Sx EMENT 1 \ PIT ~ 11 END WIDTH-3' SS D~- / 1 \ 40' x 20' x 4' LENGTH-33'
~i T ~ ` ~ 025¦88.16ct: Hw=3.12' 211 ~ Gt / , /TEMPORARY , Q ~ sEOeaENT ~ Q100=77.90cb Hw=3.39 I r„ ~ ~ DEPTH-G.S ~ 2.s cis
O ~ PIT/5 v N O W 25X15'%4' + I ~ . \ CLASS"a' PC • \ ~ RIP-RAP 100.0 0+59.24
~ • • NOTE. $ 1 ~ \ ~ ~ TAR-PAMLIC ~
J:r ~ 20.0 LEVEL SPREADERS ARE TO BE I 8 ,~v • DRAINAGE CONSTRUCTED WITHIN THE DRAINAGE ~ ' • . / 190 ~ ~ 1 ~ ~ RIPARIAN p ~ 1 a ~ euFF D 1 5
x,~ ~ EASEMENT ~t h ~ , ~ AND MAINTENANCE EASEMENT AND ~ _ / ~ 0 8
~ SHALL CONFORM TO TOPOGRAPHY TO ~ ~ ~ ~ T i / ~ ~
j MEET THE INTENT OF DIFFUSE FLOW. (n 193 ~ ~ N
.I Q 2= 95 ~ ~ ~ \
I a - 194 / I a ~ ~ ~ ~
CROSSI II CROSSING 2 _ _ n ¦ e >e 1 IR,¦ 1[ m. 1111.E ql 4ql ¦nl, ~
y. ZONE 1 BUFFER Af 3UFFER AREA 0.209 ~ 1.,• r r .
z I ~ ZONE 2 BUFFER A I ~ _ ~ ~ ~ ~ ~C'~" ,1 161 r BUFFER AREA 0.112 AC. ~ ~ ~
o I I ~ AREA OF WETLANDS IM TLANDS IMPACTED = 0.061 AC. ~ • ~ ~ ~i
I ~ ~ LENGTH OF STREAM CI .I ~ TREAM CHANNEL = 186.25 ft. ~ ••.r~,~ ~ ~ ~ r I ,i + 189
~ ~ ~ ~
I I 20.0' ~ ~ , Y•rkr' Pllw ~ • • rs 1lCTl011 , lu? k
I DRAINAGE 214 0 RIGHT OF MMY I EASEMENT S N~Tial N a
I I
I I 8' 24' PAVEMENT 6' 6' ~ 1101!<~11t SHOULDER DITCH HORIZONTAL SCALE 1 =50 ti - 1.. 1 n / r Iu Ir¦ w ~ u ~ ~ g ,1,14H1 IIp/,/
A SCALE 1 "=10' VERTIC L fit A. M ¦ ~ \'',,pq•aq,~"~,/~
i• fT. 1 4 "PEN FT, 0,. of oN :_y ,
LOCAL RESIDENTIAL x' { ~ ;Q e n ~ ~ SEAL
Level gpreeder(raltoecale) s s.s A SuPERPAVE ASPHar M1X 1R / tt• IW 1 N N ~ L-379
L IUr. Jf 1.¦ -1.11 . Q•
e' AeC '..%^Terwltion Yr70 hrd IM/1+r~be~MMd Dodd P~'Im m eLEVATioN ,.,1, ,.w, ,.w j . ';'lj ':;~0 c~,,' ~ ~ ,/C SUA`I,. ~
YiY7!t~ V~~.•e r ' ~"":;,:.IDopnde~ Crd'"11°°M'd~MeYatlad~~elTntlra~ped~r.n.atlrdd» d e a t~ YI ~ / •wirolArwNbr w n" 1~ q" , ~L P• , r
~ M„~~~y i•+V"ti~ ippdetehorld600~. r S L • rJ' ? x, w M I N I' 1111 1111\I r * { ~ r r t,
• i' ~ yy ~ lnel aw~detedfMeeNreelM~eMyMrd r"~ }"1~,•„ v M~ ~ y, / . r s~>ip.Caerea d Y r1 , trora k ei1~ w aeebeaeeMrr rr• ~ , ¦ Tt- J7 LM LN a K ~ 1 ~ 1 L
r • ..t'~"5• + A" ~ 1 r J. M eao prb ~ pewnteietlre M tlber repudoe n +';1'"w~'b~'~ / y s~vy. ~ ~MrY4welrRla{ "reM~.e 2 IMI
r y+~. M'M' ~L-/ / ~ yy Y t+eoone auWlded. , / ,1,,,, WINO EllYATiON ,a ar n m.
SteWe ''r i~' ~ w t~'~'.w~ 1~, y yY y rw-'nr eMM dim nwa tr ~ ~"ed undisturbed fir" N • r~ L • Y Oriel of I04. PVI STA ¦ 70+50
outlet Vii, A ~N~~ 1 ^l~yy~'Y•.+" ,~.»,eeadwidtere*yrardr/e rr.J• J..4• ~ p,~{I ~ ~ PVI ELEV ¦ 364.50
i i. V''~~ +G N" ~ 4, aw w ~ Vepete tll dirwEed tree. 1,~ rk •Y LOW POINt ELEY ¦ 376.29 PYI STA ¦ 88+00 A,D. ¦ -0.13
a•? d• ti" ? t, ~:"nti~' ow+dr HIGH POINT ELEV ¦ 379.21 HIGH POINT STA = 63+40 w b 4 ' y,•• ~ d y, / wM *~h , I• Construction 1. Tfe eeMw{ ~ be • d ~ tt.lee rerdYr f LOW POINT STA ¦ 65+58.33 PVI EIEV ¦ 381.50 K ¦ 1153.65 PY1 STA =66+00 A.D. ¦ -0.55
~ rM T„~. M, ~ 1»~ w q rr wiled d write dap la a wrda? raKY ae dr Iera rdN. The roper .f 1~ r Spedticatlons ~ ~ ~,,,,p„ryr ~ eod.d b eearh ~ I^ t~ ~d, PVI STA ¦ 63+00 ~,~~„I'~"'t"",~°rwrurrtrebw PVI ELEV = 379.80 PVI ELEV ¦ 376.00 K ¦ 272.73 150.00' VC
_ ~ INew.swewree~e~lew~aradM~¦~e+•w.arwnanterdw...e.ewrere.. drorm,nnotL A.D. ¦ -2.14 A.D. ¦ 2.25
PVI STA =55+00 LOW POINT ELEV 372. PVI STA ¦ 5li+50 1~e~~'p1e~~b~k"~ LOW POINT STA • 57+00 K ' K + 68.67 150.00' VC g
PVI ELEV 373.50 PVt ELEV = 373.75 awdteareedeou(retan~. PVI STA ¦ 57tD0 O0"1°'s'd10~'p"d0r 150.00' VC a
A.D. 1.75 V • 372.50 A.D. ¦ 1.14 Uom ~ divadae chwrl a biad 150.00' Vt: K = 114.29 PH ~ K = 131.25 CpA1°tla'~n ddr N +'7 n o + N
A.D. ¦ 1.00 rnaahyadarddlhrddepM ep~• a g n m ~ o r ~
-200.00' VC K = 200.00 150.00' VC n o, N r°c IA ~ N ~ Ip ~ +
200.00' VC h r` n ~ ~ + Oi P W W ~ N} ~ n ~ h
8 N N pj +o~ N n t0 M IA I'~ 10 M m m
t0 M p N} Obi R j/j tC M) W Z
r M O ~ y . m m W
88 88 mM ~ W + pj + M n 0] 0] m m 1 7X
r ~ M M ~ t NOTE:
- ON FlLLS d 10' OR GREATER 4:1 SIDE SLOPES - - - -
f- OR GUARD RAIL MUST SE USED, _ - - - - - - - _ . - _ - . _ - . I -
W W W CD O] Z
f.
5B+20 2-64' LF 038" N-12 PLASTIC PLUS FES INV IN ¦ 387.78' 5+76 120' LF 0 60" CMP PLUS HEADWALL
INV OUT =387.10' NV IN = 367.50' NV OUT =385.50'
SLOPE ¦ 1.OX OPE = 1.66%
ATUY ~
s4aon
aon I,~j ao M~ •-C4 ~n Ag f0 ° M 1D~ w!~ Np cif
Mr .r0 . h OR N~ W) O Ol tN 01N $ ~N ao$ h$ ao $ N + t ri h ad ~0) ad 00d lV~ NMj ~N ~l4 nN ~17 ~M nM nM ht hn hn hn hn hX hn hh Ian Mr 46 C4 C4 C4 WS rz 46 0) C-4 R 4 to
MM MM Mn MM MM MM M~j MM May MM MM M MM MM MM MM MM MM M Mr MM MM MM M M M M ~ M M M M
65+00 66+00 67+00 68+00 69+00 70+00 71+00
56+00 57+00 56+00 59+00 60+00 61+00 62+00 63+00 64+00
BOX 1253, [phone] H FOREST, N.C.9 27587,
CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, 239 EAST N P.O.

O ~ • ~
• 212
~ ~ ~xb \ 1 _ 191 _
1plg1ARY ~ Q 92
/ / o Prt~n ~ _
/ I 1!'X9 X4 4/ ~ ~ ~ 0 8 ~ - -
~ ~ a / / ~ N ~ J I ~ N I'
~ ~ ~ hwPaRAar I ~ ~ ~ ~o ~ ~ l ~ ~ SfD11ENT s I
. / 1 f~ PIT 2S I ~ n• \ ~ irX9'X4' ;,m 211
v I •a
t ~ I / ~ ~ , ~ 4 ~ 84 ~~../~~~..-.I m / s
~ ~ + j ~ `
? ~ '~0RJ1" ~ ' ~ . ~ 32 133 ~ ° 94 I 0
~T 1 ~ ~ . ~o.o M ~ ~ - 34 193
DRANACE ar x r x ~ ~ ~ - EASEMENT F ; 3 / ~ ~ 1 1 195
ALONG . ~ . ~ ~.i ~ ~ / _ o
~ NATURAL g ~ ~ SfDI11ENT p i I DRAIN W ~ ] ~ PI1 / 2J T N --l w
/ 'a irXrX4' / UI I 79 ~ I a ~ N .i
~ I NOTE: „m 3 ~ / 150 / 8 ~ I I o ~ / j
I LEVEL SPREADERS ARE TO BE ~ / ~ ~ / 1
CONSTRUCTED WITHIN THE DRAINAGE ga ~ I 178 ~ o• / x I CENTER UNE CURVE DATA AND MAINTENANCE EASEMENT ANO ~ p J 21a / 1 / / ~ / /
66+35.59 TO 75+27.64 SHALL CONFORM TO TOPOGRAPHY TO lao r GRAS / / / n ' ~ ~TCH / /
DELTA = 13' 13 02" MEET THE INTENT OF DIFFUSE FLOMI. I ~ ` RADIUS = 3000,00 I SS a $ JU LIN DI CH JUTE LINED DITCH 35 i / > DITCH ~ ~ ~,",r.- ASS ~ / /
~ _ + ~ 1+00 2+00 3+00 ~ ' 2+~ R /
wo , ab a ~ 00 3 qs / / + ~ 1+ +Op /
o + ,~g3.38 I ".-RAS~ ~ ~ o$ ~ G 15~ -v, I o ~ ~ y / s 196 /
~ m ~ S Ojj~l--_ GRA$~„QITCH .90.0+ ~s / pC , 3+88
_ - Ass ~ -
--GRAS DIl'~i--"'" 73+oD pit 149 = o: g - / N .0 / 20
_ ~ +ao A~ 72 W 1 + / - ~ _DRAINAGE
71+00 ~ ~ ~ Q 0 ~ - ~ EASEMENT y ~ PORAR
- / ti g - 136 N ,~,~li LEVEI. sPaEAOEa ALONG . ° Plr u/ ENTRANCE x+oTM-1o'
~ ~ o SS / ~ ~ \ 09 / , ~ 4, ENO rnorl+-3' NATURAL o ~ 3s znz 1 \ ~ \ CENTER LINE CURVE DATA / / ~ENCn+-24' DRAIN
_GRAS~DITC ~ o N 1+85.20 TO 3+31,51 / / o,~,e c~s5
/ o o ~ 38 \ \ \ _ ~ DELTA 27' S6 39 y / / cuss"s"
4 / ~e+ ~ ¦ 0+58.2 N F PC ~ 48. ~ \ \ \ RADIUS ~ 300.00' aIP-RAP 1 S ~ / / \ \ ~ 1
5 CHERRY V. ROGERS . - 20.0 98 ~w ~ / \ ~ / 97 \ \ RAINAGE ~ ~ / NOTE,
~ 8 A IE ROGERS o ~ s o 37 t ~ / VEL SPREADERS ARE TO BE 37 \ EASEMENT ~ I / / LE
190 ? ~ M.B. 10, PG. 11 ~o ~ / ~ \ , ~ gg / CONSTRUCTED WITHIN THE DRAINAGE \ ~ / \ AND MAINTENANCE EASEMENT AND
\ \ \ ~ / / T TOPOGRAPHY TO ~ SHALL CONFORM 0
'RIGHT OF MIAY 1+ cr o` \ \ MEET THE INTENT OF DIFFUSE FLOW. \ ~
N $ ~ o g~ \ \ ~
o ~ 48 v, + Z E' 24 PAVEMENT 6 a8~ ~ m NOTE: \ \ ~ I~ N \ OTE \ \ ~ ~
SNOU~DOt R LEVEL SPREAI LEVEL SPREADERS ARE TO BE ~ ~ A \ \ 1 CONSTRUCTED WITHIN THE DRAIN GE \ \
~ ~ ~ ~ CONSTRUCTED 1 ~ ~ ~ ~ ~ ~ ~ ~ AND MAINTEN~ AND MAINTENANCE EASEMENT AND \ \ ~
~ SHALL CONFO ~ LOCAL RESIDENTIAL ~t 7:' _ ) ~ MEET THE INT SHALL CONFORM TO TOPOGRAPHY TO \ / \ \ \ \ ow, 's ~ ~ MEET THE INTENT OF DIFFUSE FL \ \ /
'0 ti' S 9.S A SUIEIIPAVE ASPHALT Mpf U \ ~ / I ~ I -
G~ \ L - - ~ ~ / ~ ~ 201 I - \
~ 139 189 % ~ ~ / I~I / >
ax 'A n ~ PT r TEMrORNlY / / I ~ s I l / 00
HORIZONTAL SCALE 1 =50 147 is+1s, , Pli N 13 37X1A'X1' ` ~ / O
VERTICAL SCALE 1 =10 / `C SLOPE, DRMIAOE J
s MA~tEN~ ~ SO' RIGHT OF WAY
EASEMENT ENTitANCE 1~1N-1O'
50' RIGHT OF WAY zo was' 8' 20' PAVEMENT 6' 6'
HORIZONTAL SCALE 1"=50' sHOULOER sHOULnER olTCir
20' PAVEMENT 8' 8' VERTICAL SCALE 1"=10' , 4• fT. a , P~ FT, PER f1,
~'01~ HORIZONTAL S ~IZONTAL SCALE 1 =50
VERTICAL SC ~ :RTICAL SCALE 1"=10' Loco RESI°E"T~AL z" 0 S 9.5 A SUPERPAVE ASPHALT MIX
3' i
Locu RE~oENnu z, ~ ! S 9.5 A SUPEAPAVE ASPHALT YX ~~~tnu~~p~ a' Aec
~ . w . Li3val reader nvttoscele)
B' ABC :0 ~ 9:
PVI STA = 70+50 d~ ,w~~. Q - ~ "•,ilarnNlbYn
PVI ELEV ¦ 364.50 • - Qrve!ebtr ~:v M IOQ~ritde
A.D. _ -0.13 -3784 "`-r-;~° ~a rw y:~'~`\, r~: ~ ~ , . S L ~ C ~ ~ 3 iii i~~~i " I 11 yp, F 1r .d, j 4~~.,
K ¦ 1153.85 ~9 E`,., ~ • SUS. r" .~L.~!".4. -~r+` .i.,,} , y:r~ w...•.,~,,,.,
g 150.00 VC i~~ w' ,>i.r~;,.~y'',~ F a~'~' e ' ~,d~ Y 4" a. ~rf StieblliztitJ
g L ,loll 1111t~~ ~•~'~~~'"~a F^~"~wwaF~1,.~.. /.~.yv
$ 'm I t ~ i.~ ii" I ii ~ ~ . J . itnrlaMt/rbeti ~t~ , a ~i'tJ
p $ ~
N M O Mf + If1 ~ d sky e.";
N ~ ¦ r ~ PVI STA 1+54
° ~ PVI ELEV ¦ 374.75 c ~ ~
m ~ A.D. ¦ 1.31 W W + ¦ K 113.83 ~wtltna E.ivo~i grremior ~ an;p~ed ms~Lpaeair,~ m~ dva;aetaadttur crt~ MebNsfapn.
~ C~ PVI STA ~ 1+60
i 150.00' VC PVI ELEV ~ 391.00 ~ nr utn'ma ~I tx~ nr ain diw:~nchelmd d~dd pmr,~ tldc- gnldt A.D. ~ -1.4a asamarrnEmmduwroll~brctmtFls,yxcad~r.Thc~+wtcnt{1+e,
K ~ 50.64 >r,a~lerco~,.
N 01 SprwdetNp CatNtrucil+ai.vollipalw~WtbcUralaunilenn6aigbr~rd
O r M iN 75.Q0' VC mro~noaainatrrgyhotd~o~protoar:t~c~at~twadmtenu~ic~c~;~ne ark{W; StitA t9 f+flcrgW~t mouinq.9i> l~vCnisipn trtlldklw negcleii~n to
- - N n N t nn 'htanneA~lisMA.
O n F M h N ~ I7tMln enel-The nntiM diylnpll inns mutt t>i- genentlly ,+madll send N pj rvnllcvegdaicd whit a tnaximaim aMpe of Itl'kk.
N N A 5 5 + n + 01 O M Ip ~ pp
a s m m N M II ~ tp C Ve~tait. ~ tN.tinrtx~t AM~a M + ~ ~ o.
' t ~ + ~ CotlstrttC4lon t Ttw,nwtint altenia >k a Mmihinm i~ ~ rt ~ narndmq a inGM. e~+r ilK
W W fq ~ M ~ Cif•IC~~10115 Iii and ImneA ii iah!x ~4ep m a venial ereneh ~ Hte IUNM edge. i'tia upper W ~ ~ hIK+eNi Milt agalnet rannodll}r est sM tai lk tenmiyeh~ held in pee arih
5 O] ~ ~ slnulyepuMhavydustyaue~apinatkastI2imiiealuaq. a a m ~ >
W W Z. Fnsire MIM dw s~eaaer tip b keel: fot mli(Mm sDrcadinR MaWmt iuinT.
3. Conwvet the 6riil try>n~irx m u„di?Ne6pJ tt~ S+mt m+ fidi,
1~ ;i Wend ClkaRrnet a 2b(t eildaltit>fl dram lhun IM divti?n c7atmlel l ~ • • ~ ~ inxtdAi~. wtdc ridtd tuI dRAh ai Vie.
's`
1 ~ +tr

naTVr ata'v D'---~
s~a.o~ s6s o0
rn _ ? N _ Ol ~ _.aD _a0 t]N f.,. n~ Qrpe Wt~ ~O nN
1- C) ft) Nr 10~ +a rM C4 ~M Ui O p rN C,= C ~lV M1~ W~ m O1 i~
NO 00~ N7 Cm ~00 o~` or) t~w1 r f~0~ Fn f`~ I` 1- jl~ M00 igp MM MM MM MM M M rr M ~ MO/ Ol MM M m M~, MM M M M M
M
73+00 74+00 75+00 0+00 1+00 2+00 71+00 72+00 3+00 0+00 1+00 2+00 3+00
4
CAWTHORNE, MOSS & PANCIERA, P,C, PROFESSIONAL LAND SURVEYORS, 239 EAST OWEN AVE., P.O. X 1253, WAKE FO AKE FOREST, N.C., 27587s (~19) 1

• •
\ ~
8
I I 54 * ~ ~ y / PHASE 5 A 9 -
153 " ~ ~ ~ / / y 1 9 ~ / ,
s , I / F s 05 / ~ ~ / 20.0
~ f PH I ASE 4 \ / DRAINAGE
P / / \ \ / EASEMENT
HA ~ s I 3 I \ ~ ~ / \ ~ / /
218 I ' / / / /
~ 217 / ~ ~ / ~ ~ I /
I ~ 219 ~ / / / ~
/ / / / / ~ \ ~ ~ / NOTE:
8 16 ~ ~ ~ / LEVEL SPREADERS ARE TO BE I
M ~ ~ / CONSTRUCTED YMTHIN THE DRAINAGE / ~
~ I gl/INIACE t ~ AND MAINTENANCE EASEMENT AND I LE1EL SPREADER T ~ \ SHALL CONFORM TO TOPOGRAPHY TO
c / I ~ cP' / CENTER LINE CURVE DATA MAMTfl1+1NCE MEET THE INTENT OF DIFFUSE FLOW. EASEMENT ~ ~ / \
I 2 k~ / 27+79,96 TO 28+47.75 / \ DELTA = 12' 56' 49" \ n \ 22~ /
~ . RA$~ITCFT"- I RADIUS = 300.00' / \ \ TEMPOItARr \ \ \ ,
C / ` 1 • ~ 25+00 PIT ~ le DRAINAGE
I TIC PLUS I 21 t87.42 ~ lF 018' PIAS 152 ..71 ~ / , ~ J1'K16'%4' / / \ \ \ ~ /
Do 0 M,00 010¦2.OOcN Hw¦O.e3' 2 ~ y 20.0 / / LfCEL SPREADER\ EASEMENT ~ N DRAINAGE / 0i111AN~ "1D: '10' \ \ \ ALONG
I ~ 02S¦2.13cb Hw¦0.86' ~ ~ GRq ENO r»onl \ A RA EASEMENT 0~ LENCTM•z0' \ N TU L
0100=2.SOCb Hw=O.f3' RA$$,DITCI~ I I . A ~ I ~r ~o A, + oErnl.os' \ DRAIN yh * I.s cis \ \ \
151 ' ao , N 3x ~ z I v cLASS'B• \ ' • \
I 150 ~N ~ V RIP-RAP \ \ \ \ \ I
1 ~ ~ i ?l ~ ` ti efl ? RANT \ \ Bfpp C \ \ N /F
x \ 6s t ~ , ? fi0A CENTER LINE CURVE DATA ~ p . \ \ \ LEONARD FRAZIER
1~ N 1 N I I W 23+42.56 TO 26+86.62 ~ 2900 ~ \ \ \ D.B. 360, PAGE 557
~ ~ i DELTA = 39' 25' 34" ~ t~ 1 R I ~ • ~ \ \ J• \
I ~ AD US 500.00 0 0, e Pss 1 N ~ \ \ ,
i RIP-RAf ENERGY DISSIPATOR ' ~ / c0 I k~ ' ~ IENGTN~t' IMDTH 4.5 \ ~ \ \ I
k / ~ 0' MINNRNI TiiICKNESS ~ I ~ \ \
N ~ '0 NCDOT CLASS 'B' 6' STONE 1 ~ o• cN ~ 25 \ \ \ \ I
P s $ 2 `rte. 1 R i ~ I 1~" 1 I \ \
s ~ 1 t~ 1 ao o+ R 26 ~ 2~ ~ N ~ I \ I 1 ~ \
s o~sc ~
GRAS G / ~ 1 1 1 2 , ~ _ `I
+oo , ~ 1g
1 0 1 1 - / I
1 N ~ ~1 24
I SS ~ / 50' RIGHT OF WAY 2
1 ~ / ' ~ ~ I 131 a i ~
~ - ~ . a 20' PAVaiENT 6 6
~ I ~ i 1 SMOULDER SMOULDER DITCH
1 I
1 132 ~ ~ iT, 1 4' fL 1" PER PT 1' 3' 1
I y G~ 1 1 RECREATION 1 LOCAL RESIDENTIAL
' ~ AREA 2 7r` 6 5 9.S A SUPERPA4E ASPHALT MI%
~ ~ HORIZONTAL SCALE 1 =50 ~ 1 K' ABC
• 1 I VERTICAL SCALE 1 =10 r
f ,,1111111111/~~~' CAR
p •.G ,
OFD 's;L Live rl~ader nofitoscale 4 s •
$EA~ - • """,''y~
e, ~9etrMd ~,..ka . °'tranraltbrt
' Q;~ ~ dhe~oe ?'v~ w : to 0 grade
. SUR`1 5. ~~(7~••
~/rrFL A• 11,E ~y~~' , r~ r, y, ' w I 11 r 1 h'~•;:~~~:;.,~w ` ~t ~ ,r i• J StabiN~ed
• Y~ ,
Sl~le J- ? p. ~ ,a1 " ~ r/`~O~ ;,nd19tlNDad ~':.;;w~,.ti"' rll' k ~
HK>~1 POINT ELEV ¦ 391.09 ,utset a~.w~. * w, ~ w K,~ j~ ~ ~ ~
HIGH POINT STA ¦ 28182.01 ~ ~
PVI STA ¦ 23+25 PM ELEV 391.25 ~ ~ ~ ~r ;
PVI ELEV =388.50 A.D. -1.36 ,r b ti~ K ¦ 73.29
A.D. _ -3.97 K = 37.79 hptt.a+lo.i,.vrwp~ir~S+awRq}+naionMpwaMw~aAw~sMnmaruMUa«um~»weW.N:~
100.00' VC c~nde•-'lAe,p~de K i6e iKt 20 ?ea ar$~e 6wenioactniaet;d~Oda po.i<le
150.00' VC •;ar timitiin fmsrtefwael p~ g kryd gibe tpta~ler.1hc ErrJer~f sib.
aluawkr ~twwM k fl"+:
p p Spr~lnr6p:-{~cAn~ctt6ekvolfgarmdi~mhadAiloomilenFhaQMand g ~ 8 p urc~ gndo mbrtbs ka;Alb of die ~;1'Ieelot it xA1h s1 aariaa~Yeehrr¢
+ ^ mak~l, sah u RMpI¦r metWK, p Pe+~lewsloeea3 lbw vepeWud In tl w N hec~IaxabflrAed.
~ N M brtlet IrtLy-Th uakl di,gaalf tlkb ,~IIUM Ne ~cryly amndh rail.
N ~ ~ M+NJMi~pltitM VrilAa mainiurts s(opt or 109Ic
~ ~ N ~ N r' ~ 1 m m VegNale dt du~iDel aiu:
N t A lV ~ W ~ ~ N ~
N ~ A N ' ~ COt19tfI1C116f1 1. T'Ga ipAttm%~nddhe aukr~l~aai ef4 A ~idi+eud~~li~ 5 a"iluaTerWe ~Iy9CiflC$C10f15 hP asi hariut A inching dcq m a vcahcad Abnch ar pa lowiaatge i1e ~
M ~ ~ II ` m m tMlgi+ nhwM bpt aatlmt mndalld;• WI deA and lM womly 1d0 tp pYll~ ,uCtU ~Jaacly igxued tiavy dtv wi>r flp~k~ ~I ket l2 kdrx UNp;
~ H F - .
to ~ 5 to ~ ~ =•s+ _ ' « « ~ F.r~ant d~u Ilia tlnelda Up ~i krM Air aaifilmi sUwdnll of iau~e turaf`,
d a n. - : ~ 3 ooetsctd;ekval~gaaderanmAiamibdadlhateah'0).
4. ('raiwsct a ALA uawilinn rac&n fiom ldc' Jiraaite shawl tr h1rnA as nftir.Rbdd~ad dtwc
f-~
_ '
21+87.42 68' LF 018' N-12 PLASTIC PLUS FES
INV IN ¦ 379.25'
INV OUT ¦ 377.28'
SLOPE = 6.0X
~fiY
560. A0
0~ 4m W) f- r, p? Go
C4 0; 99 99 9 09
0i in
21*00 22f00 23+00 24+00 45+00 ze+oo 27+00 se+oo sc.oo
CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, 239 EAST OWEN AVE., P. 0. BOX 1253, WAKE FOR KE FOREST, N.C.. 27587, [phone] SHEET 6

• •
/ i /
/ r~ /

i ~ I SLOPE, DRAINAGE ~
i ~ / ~ IEVEI SPREADER / / ~ i I MAMTENANCE
/ / i I 1 / i i I EASEMENT / ~ i~ I
/ • ' / r I V LEVEL SPREADER
1 / / / / 1 ENTRANCE WIDTH¦10' / TEMPORARY I ENO wIOTH¦3'
/ / SEDIMENT LENGTH¦23' / / PIT ~ 19-A I 1 DEPTH¦O,S' 1
y 1 / ~ NO1E: 33' X 1T % 4' I 1.7 CF5 I I / I N ~ / CIJuSS'B'
\ • / LEVEL SPREADERS ARE TO BE I I RIP-RAP I 1 1
I ( ~ / CONSTRUCTED WITHIN THE DRAINAGE A 1 \ / AND MAINTENANCE EASEMENT AND I vl
_ ~ SHALL CONFORM TO TOPOGRAPHY TO 1 ;I 20.o I 1
I 216 MEET THE INTENT OF DIFFUSE FLOW. 'oI ~ DRAINAGE I t
PT = 51+00. EASEMENT I ~1
8 55 156 ~1 57 I g 1 57 ~
54 ~ I ~I 158 ~
I > I 20.0' CONSTRUCTED 1 ~
1 ~ ZI''~~DRNNAGE EASEMENT 17 I ~ LENOHT¦+ -200' 2 153 ~ i I I r_I a+ANNa SLOPE¦a.oz I
I 1 Z LEFT sroE SLOPE x t I
1 O RIGHT SIDE SLOPE S: i ~ BOTTOM WIDTH S' ~ 1 159
I QI DISCHARGE 1,74 CFS h O D I 1 CHANNEL DEPTH: 0.12' ' N/F
~ I n LINING: RIP-RAP D-SO) I Z ( ~ CAROLYN F. JOHNSON
I I + I I OR EQUIVALENT 60 ~ NO DEED LISTED
1 N ~ v I ~ + ~ 5.Q ~ _ ~ /
I ~ RASS DITCH ~
P`' - ss oi1~'H
~ S+oD 1 P 4+0o s+oo E o~'~ P5 n s 3+00 G~ s+oo ~ ~
Q~ ~+o~ ~ i
2+00 l ~
215 H ~sS ~ GRASS DIT H ~ y _ Sg ~SS~1IS~ ~ 8 ~ +00 / 1 GR
I H d'E: ~ I I M ` ' 's.,,
~ ~ ~ I I 8tQ0
w i I I p 1
~ 1 U S fry N I I a g s n 8* 161 ~ m ~ ~s o?
218 I ~ I /o 1
N CENTER LINE CURVE DATA I I CENTER CENTER LINE CURVE DATA
1+60.75 TO 3+54.75 / 1 ~I 5+37 / DELTA = 15' 52 43 I v DELL 5+37.15 TO 8+10.65 ~ \ i w ~ ' \
- - - - - - - - - - - / RADIUS = 700,00' I I I ~ RAD \ / 1 Z DELTA = 15' 40 14 1 RADIUS = 1000.00' ~ ~ \ \ a I \ \
. - \ 1 \
\ 166 r------------ ~ 168 I ~ / ~ \ ~ 1
\ \ \ - ~ Q~ I I ~ / 1 \ 165 \ ~
/ \ zo.0' ca+sTaucTED C ~ \ ~
\ \ ~iy ORAMAGE EASEMENT <I / 169 uxx~HT¦+/- zzo' I \ \ ~ ~ \ / \ ~ ~ \
aIANNa sLGPE 3 eon I ~ \ ~ LEFT SIDE aoPE r. t Z \ \
\ `C ~ 7 RX,11T SIDE aaPE S:1 I s r TM. \ ~ \ s BotT'oM Wro s L 64 ~ ~ ~'o\ \ ~
~A 9 asaIARGE I,12 CFS I zl ' \ ~ \ cHANNa DEPTH: o.to' 162 \ °~3~ \
~ 1 _ I of \ ~ ~ ~}.O LINING: RIP RAP (D-SO) , \ \ 163 \ \ ~ IT aF wAY LEVa SP~AOER
14 \ \ ~j oR EQUIVALENT I QI 50 RIGHT OF WAY-- . ~ ~ ~ ~ 2ao' CONSTRUCTED \ I DRAMAOE EASEMENT \ \ a1RANCE YADTH¦10'
A ~ ~ °o. I I PA T \ Laa+T.+~- 2sa' \ \ ao wrorH•a'
y ~ \ \ \ ' B 20' VENEN A '9 20.0 ~ ~ \ I I SIiOULDER AVEMENT 8' 8' CHANNEL SLOPE¦as>< \ LEFT SIDE SLOPE s:1 \ \ \ LacTH¦24' j ~ oEPTH•o,s' SHOULDER dTCH RRiMT SIDE SLOPE 5:1 \ \ CLASS'B'
S D.E. '9 ~ \ ~ lfvEL SPREADER BOTTOM 'MDTH S TEMPORARY \ ~ RIP-RAP
S ~C ~ ~ I 1 ~ \ \ ~ ENTRMICE WIDTH 10' , ~ T 4 FT, ~ ~ \ !b % I I END WIDTH¦3' t FT. ( dSCHARGE 1.82 CFS SEdMaT \ i" PER FT. CHANN0. DEPTH: 0.14'
lS \ ,0 LENGTH¦15' 1 / \ \ sU, G I I DEPTH o.a' LOCAL RESIDENTIAL ~'i I UNING: RIP-RAP D-SO PIT ~ 20 \ OR EQUIVALENT , 34' X 17' X 4' ~ L RESIDENTIAL I . 1
\ \ ~ t.t cis ti ~G I s o.e ~ Bi~tlsAVE ~sNAlt we NOTE. LEVEL SPREADERS ARE TO BE
08 / \ ~ I cLASS•B• n r 21 ~ \ ~ MtY I I RIP-RAP . ~ CONSTRUCTED WITHIN THE DRAINAGE
HORIZONTAL SCALE 1 =50 / ~ PIT n r ~y 1 ~ ~ B ,I r'" ROPE, DRAINAGE rk `l Q ~ 2a K 14' X 4 LEy0. SpREApER B' ABC AND MAINTENANCE EASEMENT AND ~ ~ SHALL CONFORM TO TOPOGRAPHY TO
VERTICAL SCALE 1 =10 ~ 1 ~ I ~ /MAINTENANCE .Level reade~(ndttt?scate) MEET THE INTENT OF DIFFUSE FLOW.
/ J ` ~ EASEMENt
~ j// ~1 / ~
V _eted ~ TMtt w.' .e~.'`' q TrnnNtiDn ,,eelllnilf?h mu"e~o^; :+~t, =..1no~Aa~ ARO(~A,~.,,
/ NOTE: Nq~ ,
/ / / LEVEL SPREADERS ARE TO BE 20.0 CONSTRUCTED WITHIN THE DRAINAGE ~.d~ry~~+N,~~;.,,w~.y r'yl 'I ` ~~,Jr.`~v ~ aF. 1'- r 1. ; ; .~(~'S i
DRAINAGE AND MAINTENANCE EASEMENT AND
EASEMENT SHALL CONFORM TO TOPOGRAPHY TO
MEET THE INTENT OF DIFFUSE FLOW. Uhflisttirkrsd ~'.-ha,'~.-.* ,,,il ~ `1'~ ` k~;-~ ~ i
~ ~ ~~1. a,.. ~ ~ r HAE ,
HIGH I HIGH POINT ELEV 378.8D
LOW PdNT ELEV = 374.75 HIGH I HIGH POINT STA ¦ b+78.71 .f 1.~"' ~ ~ ~ ' 4~ 1~/(?'D~
LOw POINT STA = 3+84.40 p PVI STA ~ 8+25 1.~a tarMspn~r a drdm Qepta.nr`alantl+ de«aMnwem~raerors eW4 erne:
PVI STA =4+00 pt PVI ELEV = 374.50 PVI ELEV ~ 377.7b
A.D. =2.20 A.O. ¦ -5.59 _ {7rede...1Tr pde of dx feet~IstaCilx dcrec7~on cd~ro~t dsWid pro,;de K 35.80 nairaodufWl~mFrarai~luieeelgcvlcnlevelatthcgrcarkr.Tka~innftkc
K = 45.42 +a«litn~n~
100.00' VC 200.00' VIC spra4rFr-.Caxnucturote.otl;itanu4il~t~tna~iksaur+~m,lc~l,,,~l
mptaieL ep~ arc fil~sgtvu naffing, In pnvesearaeim end a~ v~tMfdn ao
N ' tia:cimeap+di~ct.
~ ~ UUlee ins .TM ce>Im Abpagf Mcti moat ix ~+tetx4b3 emunnN rat
~ N N ~ well-re~etlMcl witlt ~ martilnuni alirieu(1~ h m V , n11 diMurhaf .
~ n ~ M < ~ ~ $ N
~ n n C8fl81,lUC11Ori 1. Itte m~sNflBa t~ t mhtinUt~ r~f~ a R~i+~xko~XS ladles o-verltr
g ~ m m o. a m ~ SpBCIf C1ttOfl3 lip wed l~atkd 6 ixhee ~ io reAieBlteeQf on declm~rr MXe 7be e~pe[ eJ~yr drindd bgtt gruimi sY,(Q[$y eal aUa+u~d Ge secYady lkld i¢ pitch wi&
m W W ~laxlymquedhc?w,ibtyKfrc#~Mkeaf2inche:kmi.
2. Enane IhK U+a eprcaAu iV ick+tt Tor mritas tpteal~n~ of sta~+tmdT;
3. Cbnstna~tieveletKa~9eratu+~9arlieaeont~cnn(fR);
_ _ _ _ 4. C~naua a 2~-4 uv411k++ evtlan fn,q ~c dlnxeiun cFeAmc! u~ SeltiAil _
jrnG _ >rnuNl!iylaldoxitpANfxl endtc ;

Dd9'UJf rLd'V
db0.00
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n n~ nn nn nn nn nn nn nn nn nn n Miry MM MM MM MM MM MM MM M MM MM MM M n Mr 1hr MM MM M~j M~j M M M M
0+00 1+00 2+00 3+00 4+00 5+00 6+ 6+00 7+00 8+00 9+00
NA P.O. BOX 1253, SURVEYORS, A CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL -14 ,KE FOREST, N.C., 27587, (919) H

•
~ ~ ~ ~ ~ ~ ~ 175 196 20.0
~ ~ o . \ i~ / ~ I ~ \ ~ p,E, / 50' RIGHT OF WAY \
3 ~ \ SLOPE, DRAAIAOE !t ~ 195 \ NOTE: RE TO BE / \ LEVEL SPREADERS A \
~ I LEVEL SPREADER \ IM AMIENAN ~ 191 ~ \ CONSTRUCTED WITHIN THE DRAINAGE / 20' PAVEMENT 8' 6'
~ . EASEMENT i v \ AND MAINTENANCE EASEMENT AND \ SHOULDER SHOULDER DITCH ~ ~ ~ SHALL CONFORM TO TOPOGRAPHY TO \
~ m / 1~ I J / ~ 174 \ I T DIFFUSE FLOW. t t' SEDIMENT MEET 1HE NTEN OF t• ~ FT PER
~ a o~~" ~ ~T ~ I 5 ~xr PIT ~ u / \ J.r 33'X1 X4' \
~ ~ ~ \ \ 5 ~ ~ P ~ \ 97 / LocAl RE~IOENnAI 2' \ 0 S 9.3 A SUPERPAVE ASPHALT MIX
\ ~ ~ / \ ~ a 8 ~ ~ / \ \ /
~ ~ 194 \ ~ \ ~ b \ I \ \ \ / a' ABC 1 \ \
~ o~ ~ ~ ~o ~ \ \ /
\ / ~lcP ~ / ~ ~ \ \ / \
~ ~ 0 ~ ~ ~ ~ \ \ \ / \
~ o ~ ~ \ \ \ / \
~ ~ ° / ~ ~ ~ O I A ~ \ \ N F A ~ \
\ Q ~ \ ~ ~ ~ ~ ~ e~ ~ ~ \ \ CHERRY V. ROGERS ~ 02
192 ~ ~ ~ \ & SADIE ROGERS ~ \ \ \ \ INSTALL 15 PIPE M,B. 10, PG. 11
~ ~ a `~i S / ~ ~ ~ ~ \ AND CONSTRUCT ~ ~ \
173 ~ x ~ ~ y 'Nr o ~ ma o+22 ~ e try' P~AS~IC Pws ~s ~ 8 ~ ~ \ ~ 20.0 DRIVEWAY TO BE ~ DRAINAGE \
aba6, Q / ryx ~ \ USED AS A TEMPORARY \ ~ ~ ~ EASEMENT TURN-AROUND UNTIL
'*~e rno ao2~t, Hw•1.39s •e Q25¦5.34cft Hw¦1.44' I 3 ~ ~ \ ALONG TIME THAT THE ROAD ~ ~ ~ \ NATURAL \ IS EXTENDED. ~ b~
e ~ ~ 198 Q100 6.28cit Hw 605 ~ AC 198 \ DRAIN 201 ~ ~ k~' ~ \ \ x
+1 ~ e ~ x~ \ NOTE: \ A dh~wAYS ~ ~
~ 93 my / ?0 / \ ~ \ LEVEL SPREADERS ARE TO BE ~ ~ TURN AROUNDS \ ~ ~ ~ \ CONSTRUCTED. WITHIN THE DRAINAGE ~ 5~
~ J ~ ~ ; Q sLOPE, oRAINAaE et \ \ AND MAINTENANCE EASEMENT AN11\ gc P
~ I ~ ~ ~ ~ ~ LE~L~'~ \ ~ \ SHALL CONFORM TO TOPOGRAPHY TO ~ 1 MAINTENANCE \ \ MEET THE INTENT OF DIFFUSE FLOW. ~ 1 \
~ ~ ~ I ~ EASEMENT \
8 ~ \ a LEVEL 9PAEADER RIP-RAP ENERGY DISSIPATOR ~ ~ \ ENTRANCE WIDTH-10~ \ LENCIH•8' WIDTH¦4.3' ~ ~ ~
~ ~ ~ WgiH`3' ~ 10" MINIMUM 1HICKNESS ~ ~ ~ \
h t rx ~ RIP-RAP ENERGY DISSIPATOR''~ ~ ~1~ h \ 1EN61M'30' \ \ NCDOT CLASS "B' 8" STONE ~ 00 OEP1M¦0.3' ~ \ \ \ TEMPORARY ~ INSTALL OMVEWAYS \ ~ y~q~T /Cj AS TURN AROUNOS
V • LENGTH=8' wIOTN=4.5' ?X / * ~ y N h \ 18' MINIMUM THICK ESS Q \ \ PIT 21 1•S
0 NCDOT CLASS '8' 8' STONE Q RIP-RAP N \ \ \ x'xte'z+' ~ \ ~ px CENTER LINE CURVE DATA \ \ S 1 \
v ~ ~ N q\ ~ 172 ~ a t ss \ \ 3+68.90 TO 10+53.76 \
o J I ~rT DELTA = 83' 29' 21" \
~ ~ ~ / ~ , RADIUS = 600.00' \
~ 0
212 ~ ~ I , 8 ~ C~
c* ~ ro ~ ~ \ \
m / ~ + r qs I \ \ ~
~`Dt1'c / H.~. / . PHASE 5 ~ . 20.0 ~
jDt I i \ \ P b*OO p d4 D. E.
4 r ~ ~ 211 s+oo ~A~"DI -;"'BRAS 1~ . /g' Q ~ rcH ? ~ \ P S.aGU.E. t
qs ~ ~ ~ 0 I ~Q~r 8 +oo 9+00 80 LF 0 16 PLASTIC PLUS FES ~ Q 6+ 7+~ Da ¦ 0.95 AC. ~ ~
o / ~ ~ \ Q10¦2.88atte Hw¦0.975' i
~ I i' I ~ Q25¦2.85cn Mw=1.005 a \
171 210 _ s C ~ `Q100¦3.35cfe Mw¦1.095 ~ / ~ ASS.
~ I 8~ ~ 04 , ~ \ ~ ~ \
n r I 5 ' ' \ 0 , ,
h - 1 I h q HORIZONTAL SCALE 1 -50 / v p SF a 09 1 I \ 06 ~ ~
S _ 08 0 h VERTICAL SCALE 1 -10 q ~ ~ ~ SF 07 ~ ~ I \
4
levBi ~tlerfnott~sC31e1
VAf~ Vt~lI2ERd ? r " '4'` " _ Tiarmf~uu, ,f ~Y1~ 0
~~~y\ ` , a .,,~/AA••~i rNverDkx~ t. y'~y ; , v ~ q~ w~h+
:O:F N:9' ~ ~ ~ ~ : x
SEA L 7T r.~
i'a ~i tN F;:ir ? ....a S!ebil!~pc 1:37 /y CY!.~ `~~1 Vh `I ~T ~I~Y Y~~~'~ Slphf
~ ,f .Y'.. ~ Jj N ~9 ~ • r~' ,una~BturC,M ~ ; a, + r w~, L
i 0 ~ f. outlet ~ ~ ; a, ~ ' - r^ y ,.i• ' SUP , ' Q . ~ 4 ,L~,` ,i !`la _ ~
rrta t ttt v~ k' k k•.y, ~r•M'n,.Y hYy~ w w V'°',I 'N w, 4 ~ 1u~t ia'
HK;H POINT ELEV ¦ 3!4.97 /~-03 Pewr aka k.,+l aarad, h 4apmitplepaiavNeN wtr+•u avoeawArhal pow aouw.tNa~s,:..
Higi POMVT STA ¦ 5+03.28
PW STA ¦ 4+25 LOW POINT ELEV ¦ 389.24 urae..nKs~.~ata'~i~ror«~x~a~rt~da~>~~~rn;~
PVI ELEV ¦ 398.00 A.D. ¦ -7.08 PV1 STA = 7+30 ¦ „m~r~tnmRit~nnsanti.nnetA~adtalr~aa~r.Trngaarocuk LOW POINT STA 9+00.79
K ¦ 31.79 PVI ELEV ¦ 392.50 PVI STA ¦ 9+00 A.D. ¦ -2.26 PVI ELEV ¦ 367.50 9~rtyu~Ylf,-CmamarphiIcmlllpeaeaditAa,InpaoetamltbrteheipAtynd
xan Xndo air do krgptliaf tk rq~Cadcr T'nahxtit wah m rnffnaa.'~'dMtrtt K ¦ 33.24 A.D. ¦ 8.82 ermdat,iahytfi6wttiyrsmtting,a~otr;,astar~truM,~k~i.,e~tluhr,
PVI STA ¦ 2+00 ~ a~la~a. /y~, K ¦ 31.74
PVI ELEV ¦ 382.50 A.D. ¦ 2.68 75.DD R~ (N+M Y'1/-Tkt CatIM ~la~(IMI aU Inmil hr ~tlkflA{y %1Mn{h aM1 , are9•w,~ttARdwAb.[MatfefantrMlit of Iph;.
K ¦ 58.45 210.00 VC
~i, ~ g n 8 Vµel4eylldia=UaJarea;
150.00 VC ~ M I` ~j CAITStrUCIiDR tuna,awtatanaar~ta~anmi~r~h,t~~n„~rmR,at ~ ~~EIC111CitCN3116 ~9and6adpt6n~ad4grmaveAkalrenckrnlhetrnnaidgr FI»-.qp+r'
M M ~ ~ + N ~ ape ehronM bW1 i~i~r tmtredU? wl atN atd be r~~+ heM.r plna »Nh M C CIAAI~ tl~iCtdllaOY} dUt~ MIfi ACi1~61 a1 h".J~ 121O3h1S1 IMltr.
N n m ~ p 0? 2 dw t'e ~ ; n rva~af M F,igtye xtmcaAar6pak+dfaandamiq~tMapdam
IA ^ W W S
n m r ~.Coylatetlkievd3pmlda,bayiluhetal~nil(yetoafil[t. m OD t W Conttryx y 1~it tneait#aa attaxx+ fnala ar, e,:ayiaa d~.u~ct two Nana
n stadlttyntArwfdtAyad ef,Aeepcttla.
m ~ p m
Os W W Cii W
N m + ~ } r M ~ r
O M
N N i m .r",,,~
< m ~ ~
S
a 5 a 9t00 80' LF 018" N-12 PLASIIC PLUS FES INV IN ¦ 385.90'
INV OUT =385.30'
'ice SLOPE = 1.Ofi
•r
0+22 68' if ~ 18' N-12 PLASTIC PLUS FES
INV IN = 373.10'
INV OUT ¦ 371.9D' SLOPE = 1.84X
DI?UY
.00
m cm qR ;r- cm .t 0 ~a °N t aid w,i (4 cJ; cm -W ai d w?4 rOb .46 61 wm r"t r W O u?~ cJ r C4 ri ri C4 c i ri'i ri Ii
MM MM M M MM MM MM MM MM M~ n AW ma 00 A gg R9 qpp 0 010 ~'o~ q MM MM MM MM MM 09 M MM MM MM
0+00 1+00 2+00 3+00 4+00 5+00 6+1 6+00 7+00 6+00 9+00 10+00 11+00
PROFESSIONAL CAWTHORNE, MOSS & PANCIERA, P.C, LAND SURVEYORS, 239 EAST OWEN AVE09 P.O. BOX 12539 WA WA FOREST, N.C., , [phone] SHEET

• t •
I ~ I J / ~ I
/ ~ I ' / k o ~ ~ ~ I
i / ti I 20.0 100.0 l ~ \ i ~
' / D.E. TAR-PAMLICO ~ ~ ' • ~ \ V i •i ~ ~......----1 ~ • r J•,,.~ ~ ~ ~
RIPARIAN e ~ ~ ~ \ ~ ~ ~ v \ ~ ~ ~ ~ 1 \ ~ I
BUFFER > ) ~ ~ i I \
~ . ~ \ 9~ i s I . r r~, ~ i I I
~ ~ 20.0 / DRAINAGE--~ 20.0' I• 'AINADE-''I SLOPE, oRAINAaE ~
179 ~ ~ EASEMENi ' i ~ ti 1 5EMENT I ~ I 100.0 MANTENANCE
~ 8 ~ EASEMENT ~ 1 TAR-PAMLICO ~ J N/F
z ~x \ ~ OPE, DRAINAGE ~ ~.---20.0 HENRY THOMAS BUNN LEVEL SPREADER RIPARIAN .I DRAINAGE
^ `~x ~ N F 179 ~ ~ ~ $ MAINTENAN 180 ~ D.B. 1048 PG. 251 BUFFER LEVa ` EASEMENT A EASEMEN 1 I
~ AREA OF NEIi.ANO \ \ CHERRY V. ROGERS IMPACTID I ~ ENTRANCE YADrH•10' ALONG D.B. 779, PG, 570 ACTED ~ _ END YADTH¦3' ` NATURAL ENTRANCE wIOTN 10 , ~ I \
~ & SADIE ROGERS ~ 1278 it. V ~ ~ ~ I ~Q•n• ~ ENO INDTH=3' 1+52 80 LF 048 RCP PLUS HEADWALL ~TM=21~ ~ DRAIN
\ v M.B. 10, PG. 11 ENTRANCE +aDTH=to' 0.029 AC. 9 AC. ~ ~on+-~o' Da ¦ 24.70 AC. D~~"~0's~ _ 1.57 CFS ~ ~Mppl~' I ~ ARY DEPTH~O,S6 Q10=56.64Cfi Hw=3.84' CLASS'B" ~ SEDIMENT
\ J~ ~ IENGTH~ 0 , \ Q / H \ ~yO 7~ DEPTH=0.5' TEMPORARY PIT 26 CUSS"B' Q25¦62.74Cfa HW¦3.88' NOTE: RIP-RAP ~ PIT / 27 181 r 1 \ dtARY (e' x s' x 4' RIP-RAP 100=74.07cfe Hw=4.32' LEVEL SPREADERS ARE TO BE ~ ze z 13' x 4'
\ ~ ~ (n 0.2E CF5 SEDIMENT ~ y n i~ CLASSb" PIi / 24 IENr Q ~ i CONSTRUCTED WITHIN THE DRAINAGE 24 I Q'~
\ \ ~ RIP-RAP 20' X 9' X 4' ~ 185 ~ s' x 4 I ~ AND MAINTENANCE EASEMENT AND ~
Ox ~ ~ CENTER LINE CURVE DATA 186 A ~ ~ RIP-RAP ENERGY aSSIPATIDR 0• SHALL CONFORM TO TOPOGRAPHY TO I I a• ~ L I H W I
Ob! ryx ~ 0+58.24 TO 3+77.92 ~ ~ a LENGTH=32' 1ND1H=tE' ~'x 4 ~ ~ ~ DELTA = 61' 03' 15" + C > 22" MINIMUM THlacr~ss q~~ SS MEET THE INTENT OF DIFFUSE Flo . ~ CENTER LINE CURVE DATA ~ ~ I RIP-RAP ENERGY aSSIPATOR ~ ~
~Q ~0 ~ ~ ~ '9 `r ~ NCDOT CLASS "I' 13" STONE •lp RADIUS = 300.00 k~ ~ qj " 1 GN 2+ ` ~ NcTH=a' vnDTH=4.5' 6+42.62T0 8+09.09
~ 2 ' Lf 0 18" PLASTIC PLUS ~ 9 \ • ' D 0 ~ 0+2 68 G~ ,~6 0 ~ ' LAN 0~ GN ~ ~e" MINIMUM THICKNESS DELTA = 31' 47 32 b D b~ ~ NCDOT CLASS "B" 6" STONE \ c ~ S• ~ RADIUS = 300.00 cA IT ~?q ~ \ N x
~ Da = 0.60 AC. ~ ~ 0~~ kk~ ~ S" =1 c Hw=0.7S t ~ ~ C ~ ~ + ,
O Q 010 .69 h 025=1.80cfi Hw=0.76' ~ ~ F'' SPREADER ~ '~S$~~~~,, ` MISTALL DRIVEWAYS ~
Q Q100=2.12ch Hw 0.86 ~ + O. ENTRANCE YADTH-10' -1 ~P S+QD ~ AS TURN AROUNDS~ , END wgTN-J' A GRq~ DI ,^•y'
~ ~ TEMPORARY LENGTN-tU' tCH f ` I sEDn~ENT oEPTN D.5 ASS I~ , ,~pO
178 °~rc~ / o~ ~ Oki S.& I IMT ~ ~ o.4e CF5 + AS$ I 6+00 8
Gov --~•"GR~'O1T ~ 0•E. ~ OO ~ TEMrORARYI S.&p,E I ~e' x o' x 4' CLASS"B tCH I / RIP-RAP 7+00 1EMIPORARY~ I ,
Q~v . ~ s , SEDIMENT `'0 0 85 $ x PIT R 23 SEDNaENT '0 I I SLOPE, DRAINAGE t \ PIT / 23 L I LEVEL SPREADER ~GRA ~
~ ~ 2+00 /I ~ G y k SS ~ ~ te' x e' x 4' N id' X B' % 4' N MAINTENANCE
P 0 ~'3+1 S 60' LF 018" PLASTIC P S FES LEVEI. srREAOOt Da = 1.35 AC. ~ Q~ ENTRANCE woTH-to + 'VEL SPREADER EASEMENT ~ , \ RANEE wDTH-to + CENTER LINE CURVE DATA ' ,
~ ~ RIP-RAP ENERGY OISSIPATOR ~ 5' _ .1 1 k 9U, ENO NgTH.3' LENGTH=E' M1DTH=4.5' ~ AS~ Q1G 3.81cfe Hw 9 ~ ~ ~ LENGTH=10' END NgTH-3 +99.50 I ' ~ LENCTH.IG' 1+28.63 TO 2 5+55 60' LF 0 18' PLASTIC PLUS FES
1 ~ - Q 18" MINIMUM THICKNESS Q25 4.05cfE Hw=1.23 _ i i ~ ~ Q`` DEPTH 0.5' ~ NCDOT CLASS "B" 6" STONE T TEMPORARY ~ Q100=4.78cis Hvn1.35' -l'1- DEPTN=o.s' ~ DELTA = 30' 07' 22° 84 Da ¦ 2.10 AC. .0 R IUS 325 0 vl¦1.55
1 \ CIASS~ SEDIMENT RIP-RAP ENERGY OISSIPATOR ~ ~ PoP-RAP 92 . ~ Q10 5.93ci: H cLASS~ - , PoP-RAP Q25¦6.30Cis Hw=1.61 INSTAU DRIVEWAYS
PIT f 22 1 l LENGTH=E' 1NDTH=4.5' ~ 23' X 11' X 4' M M TH NESS ~ ~ t e• MIM u K3! \ I Q100=7.41cfs Hw=1.79' As TURN ABOUNDS
\ ~ 90 NCDOT CLASS "B" E" STONE NOTE: 0 ` ~ \ LEVEL SPREADERS iE: INSTALL 15" PIPE +EL SPREADERS ARE TO BE N/F AND CONSTRUCT
1 LEVEL SPREADER TR WITH 1 ~ ENTRANCE NIDTH=10 CONS UCTED ~ I 182 VSTRUCTED WITHIN THE DRAINAGE CHERRY V. ROGERS DRIVEWAY TO BE
Ox ~p MtDTH•3' 187 AND MAINTENANCE 1 1 1 LENCiH¦if ( SHALL CONFORM T MAINTENANCE EASEMENT AND 183 USED AS A TEMPORARY 4LL CONFORM TO TOPOGRAPHY TO & SADIE ROGERS ' I -
~R~ ~ ~ DEPTH•o.5' MEET THE INTENT f TURN AROUND UNTIL .T THE INTENT OF DIFFUSE FLOW. M.B. 10, PG. 11 T1ME THAT THE ROAD \
~ 189 188 o.~E CPS NOTE: 1 ~ cLASS'E" LEVEL SPREADERS ARE TO BE ~ ~ IS EXTENDED.
1 , PoP-RAP CONSTRUCTED WITHIN THE DRAINAGE
AND MAINTENANCE EASEMENT AND ~ ~ WAY ~ ~ NF M TO TOPOGRAPH ~ RIGHT ~ P SHALL CO OR Y TO (
~ ~ MEET 1HE INTENT OF DIFFUSE FLOW. 1 / 1 1 , o~ ~ I
20.0 8' 20' PAVEMENT 6' ^ ~S e 6
ti ~ 1 DRAINAGE sHOU~ D SMOULDER aT~H M ~ ~ ~ Q ~ ~ ~
8 1 EASEMENT ~ 50 RIGHT OF WAY r ~ I ~ ~ " PER RT ~
m ` ~ ALONG t. t 4• Pr. ~ ~ ~ ~ NATURAL xl aiy $ ~ ~W
DRAIN LOCAL RESIDENTIAL 8 20 PAVEMENT 6 a6~ 1 t E ti i:k S 9.5 A SUPERPAVE ASPMAL 1 {.q
SHOULDER SttOUIDER aM , 1 N MAI G r" ~ s ~ ~ ~ ~ ~
B" ABC
• Pot ~r t 1lJIN ~ +r ,
K R~oarnK HORIZONTAL SCALE 1 -50 LOC „ 11~~ . IAN?1 DD11EL 1j11111111/1l
3 fb A XROIMVE ASMtALT Mtx VERTICAL SCALE 1 =10 1 t 1 EID FLlVATION ~XX CjAROCi ~'4
' e" AtC
a~dw(nottaaca ) Inw u ~aMU en, o. rel ~ ~ Q; 0~ q! ; , rm IeNU rin I>1R1 nn ~ 4 - ~ ~ :2:
~ ?/0, DTA. ,1" 71' M• N' N• Ir N ,r 11 M 11" tr N' M" ~ Al- - I I I ~i I I I I $E tw "t• 'r ^t• "r •r w 'r w •r w w Iy g4 -
VI~gMatmd r _ 7rimtillpr divcni:,n ~ . ' y ha~li'~ • III III ~ -37 0: 1 m. l e l l~ i~ ~ 'L • - - - - - - 0'
k y w M t t' I' ' 1 f- t m, , e,,, e t 1 e ~ i ora / In. t t , 1 t ~ , t , / , t • , ~ •~~q •
~ wY;.,, pd..i + , c ~ r it .r:. ¦ } III r totlL UI. 1 / ,4 14 u ¦ N u u u u a n ¦ ' •'••;~D SUA.•°
,,,1j EL~~,, a
y'y',d F ~ .4,.L~~ 1 ~ k S"aoie ~ a, y,,. `+~~y i / ~ ~ ' vv~ EL[YATION /ewnw M IOINf! IWrtt,fM ~ , ,1 N ulna Nt„w,¦ I,a nM M olrM IiMlt r:re GI,N1E ~ i%~
lUt1t~C Lti;Sf ^ 4 a1' 4 i Y a k ~ Y'„ 4. 1 x 1 t ~ ,N . ~ ,N N . d3
, ~5 A' N '+i,~~ `1 ..o W~ w R4 u^ r•r ,'a/• r•„ r•, ,,1 r•r r•r
w~ 1, v i s b a M e_ .I,. a^ r•, r•,• r• r•.• r•r ,v~ ,.1 le^ ~~•r r•/ •~•r r•+ Lo 1.1 w•r t.,
. ~ " N• r•r r•,r r•,r r•, 1.1 r•r ,r•r
&A~t«kfmmSr"da+gneda6p~n.«rarigynMdara~na7~Y~eM.~w,a~,ilgw..
181.01 + 111.01
CeNb-flKdtdeaf lk lu>:'!t} kei of ledrvnmelrend ~ia~idpovkk ~rI10iNIkMlili~Ym GBiAk`AIO4C1IYMt'pile~Mill9F,drepk~:'lfsprgeMfiw:
gesxkcaMcivld lk (71,. LOW PdNT ELEV =393.96 PVI STA = 7+50 HIGH POMT EIEV ¦ 395.31 LOW POINT STA = 5+39,16 PVI ELEV =399.50
9~enwall~--~'mamx+iMerekr~r~pa~uM4nfieaMninuYtamnnl~mr,a.. 7AfPMtf lfi0 kal~l Of OF{~YEtlll'.I'IdKl.GN{~Nf05101~f HIGH POINT STA ¦ 4+02.54 PVI STA ¦ 5+76 A.D. _ "3.21
"¦"+a',°s,°"drd°`ii°":'wi"",".~,"`""t'~ae+"`'a~t""'v:~no"~ LOW POINT ELEV ¦ 390.81 ~M~~~~: LOW POINT LOW PdNT ELEV =387.70 PVI STA ¦ 3+50 PYI ELEV ¦ 393.00 K = 31.11
HIGH POINT ELEY =390.95 LOW POINT STA = 2+61.05 ~ LOW POINT ~ ~ HIGH POINT STA = 2+18.19 PYI STA = 3+00 PVI S LOW POINT STA = 0+98.12 PV1 ELEV • 398.30 A.D. = 5.27 ,
PVI STA = 1+50 PM ELEV ¦ 390.50 PVI STA ¦ 1+50 A•D• ' -6•~ K ¦ 33.21 1~'~ ~
v~morlew.>Ra~.. PM ELI PN ELEV = 391.43 A.D. = 3.29 A.0 PM ELEV ¦ 388.50 K ¦ 30.51 A.D. = 6.58 175.00' VC
ConsTrucUai L3be~rtl(oFrshgddtcaa~ie~un.t/ft niYeegert~h~m:rie A.D. _ -5.82 K = 37.99 K K ¦ 30.38 200.00' VC
sA2CiRC~1GOr15 ~?¦a~"~+ni~nq~nu+p~~meenmi~w~.w.nRa~ K = 31.14 eef~e4fnnktMrtayn~a.mnMYuuwalanuliiiM~rrWhr#!la~j!Yro~wNb ~»~~eak„y~Narv~em~&sutwilz~o~eakaq. 125.00 YC 2G g ~
i is ` n9 i atertinomnatl. 175.00' VC EomtJrtdca7adu rock tora~m > 200.00' VC ~ ~ 8 ~ M N t 1`
d.CtmEm!nAMk~et,pro~feFOaYnAloeiAedfaFt4¦oetf@):' 0~1 ~ fN0 ^ M ~
0. COLgIt4i:4 t 7}d !lMitltfae MdLrt Mtll1 UtS ~aw~0 4MaYki W iflca! , . ~ n G! 10 w m M ~ W W
uw+f!ly b1k v~~ksd d 1Ac ~ pp ~ ~ pp M M IA ~ O] m
W t0 N h M + ~ N + $ M M + N W
M O ~ ~ ~ C N ~ W m m
N ~ lV ^ E N O + m ~
~ } ~ W ~ ~ C F- _ "'r"
N A ~ m m /
~ a 4 N m m o. \ ~ 5•
5 -.r.-.
_ r
- 5+55 60' Lf 018" N-12 PLASTIC PLUS FES INV IN ¦ 390.10'
3+15 60' LF 0 18" N-12 PLASTIC PLUS FES 5 / INY OUT =389.50'
INV IN =387.10' SLOPE = 1.0%
INV OUT = 366.50' y SLOPE = 1.0%
0+22 66' LF 0 16' PLASTIC PLUS FES
INV IN =381.75' 1+52 1+52 80' LF 048" CMP PLUS HEADWALL INV IN ¦ 380.80'
INV OUT = 381.07 INV I~ SLOPE = 10% INV 0 INV OUT =380.00'
SLOPE SLOPE ¦ 1.0%
DG?~JI SIdI D/7qY
9?'0.00
~,ao o n m rb a8 m~ °1~ Mn q Mn N~ C2 IV(1 9di r Yj w~ co CM Id fZ: S!01 W
ri N d of oMi~ rq ~~pp C1 M M M Mgy M Oi MM MO) ~ M 01~ AW W 0101 0!~ 0! MOl MOl M0i M~ M 01 MM MM M MM MM MM M M M M M M
M M M M M M M
0+00 1+00 2+00 3+00 4+00 0+00 1+00 1+00 2+00 3+00 4+00 5+00 8+00 7+00 8+00
N AVE., P.O. BOX 1253, SURVEYORS, A PROFESSIONAL CAWTHORNE, MOSS & PANCIERA, P.C. AN 556-3148 SHEET VAKE FOREST, N.C.9 27587s (919)

------r-.,..
STONE CHECK DAM •
. ~ '~r~eMro1 rrerMe~iAer1~1 ~ wNd r rer.A.re.iw not (o SC~Ie elreldbswrr's k+sarslfers. Aq rlrlrtdrirl•sype plr[t.rl.r fllre. .
live srldl fbelld psviM awr etM keel 1011 of Ibe seRra rreea k Y * ~ ' purl, terrlriee k+ilkwsrd N Fiarrs file. -r.
coMSTRDCTIDM SE~mlcE
1.lypytirM,tMtNesreMsNtaAretryigdwerrlrlNe~aerr es.K is rrre, Ik.rrrflriNealprlwderfen+nrsNYla r» en.d lMifl.r 6" 1. obtain grading p.radt.
„~,~,p,r~,,,M„~,1. free channel - 2. iMtall gravel constraotion pad, tesporarl' divenions, silt
above dim TASILI2ED TDII ERfANILE Lancing, sedirnt basitu as other resasnns ee shown °n dices. S approved plan. Clear only a neasaary 1b install thn (Mt to esaU)
-with rI -r ~ pap herght 3. dll . for ondte inspection by Enviroterntal
Iubt[e tup,t. Inspector and obtain drtiticata of Caplianca. et-w.y 4. Begin clearing and grubbing. Maintain devices a neeMd. Ss' eta, Rongh gnde site.
I I-r- 5. install eton sever (if slavnl and protect inlets wit; shown
(~th _ - I ~ `f r fencing, sedieent Crape or other approved ensures e
Apt ~ - -J -i- ffl~t for SEIdilrNrlt T r%rld hnd: ~ ~ w on tM plan. Begin constrneting building, etc. hwlN appsprist~ tteMltta 6. Stabilise site as areas an brongl?t ~ to finish grade with
upstt~eam hletlRs ~ letrea dta1wi11sN Casacrer Y~yy vegetation, paving, ditch linings, etc.
8tt1 1 DM)w aril bnoe roe et kseet t1' Mno coed Macaw. w00010lT'D ARE NIOT , p I CHA L CF,~SSECTION ~ • etas tetraeee and ?ub11o Rt{Ae- 7, NMn aonstruetien is cosplete aM all areas are stabilised e!-Ney • coepletely, call for inspection by Envirotreental Iii1ee r•
q~eRlel e>teM MrMeI eetDAMlI le YeTMeel pane rat ~ R. Sf site is approved, remove tenporsry divers ,
c Ilse In nddM of fencing, adisrnt bums, etc. , and seed out or paw sny re arcs. All reeaininq pereanent erosion resulting ba
' hwtNMKNn D' w!N epltlrlD tvblia control devices (anch n velocity dinipatore) should be
In then roll out st ' a a Ha ' li / hleNss Rlfht-et• installed now. fterM wy 9. Nhen vegetation has becaee establisMd, call for final site
direction Prot ~ 4. M Ibw and Ov~tM~ endive ItNikh. r ' ~ inspection by Lmironeental Inspector.
~ was c Csaetract 6swttl~uteM 10. Obtain a Certificate of Completion.
stone 1, st.ee else - sa MpIA etp M.. t (2-112" E• 1") er AAtRTO laipeeia N/2, sip M. 2 (1-lit" n 1-i/i"). ua erwhN asses, TEMPORARY CROUMO COVER 15 TO 8E PROVIDED
flow p'~0 Andlor neltfnp in 0!.1 t, I,eMth - M dlettiw, let nec lee the 10. t..e, pN ALL DISTURBED AREAS NITHIN 15 DAYS
e A•inch tench. y • H i• r 7. TMte1sMN -Net lap ehes etlhe (1) ieekae. ' . ' 1, MLId -Met lap then lrll' vilch e/ ell peliiee el tense er prep. AFTER ANY PHASE OF GRADING HAS BEEN COMPLETED.
I `N .1 ' 1/ ? •~14` , I LOOKING S, IhehtM - M1NS seeeeeeel, vhaU eMll N aleesN• a repw ealleat pricy u atreNe ate ps?lte tithe-ehvsY.. Mee eseklM ie rgeinl,
~~Mhr~~k , plt ppvVNlllu Ftarwe.>wMrrrsrerlwabla.warlgNllr111we.rYatw.w/wret?. endawrMlDpNq. L_ - - _1 le alai! N Ise a en era ete1111eN ettA serehpl saps whisk Inlr lace a spnvN eNleat tre? er ee/tseet Mete. ,All aalleMne shall
I :.i 1 th N prevatN ices aterlM eM outs /rat.,. /led, er wtaraeurn ~ thtegA ea el eeN Iqe, trawl, keeeM er etMe epyrw.ad •sathe/a.
t Srls telrkle M Irt IMM M Mp erer arMlrl er ip cal dal ttdrw 7 'Flop wln MtaDMd dt1~M• A~ ~ M b ~b w elr rent 11t wrlM-b to poala whh ksl?ptfla of wNe 1. M~feeeaeep - tie atrtap shell N sdatetsN to a eekjitia chick v1U
ertrenMrb• t~ . 0-IECK DAM Cf~SECT~t'~N plliveet trpl/M er tlevist e! eNisest as pe?lte rithurol-var. 1 TAU ur reptn periNle ep ireselM vlTl Wletesel eceee a ae•
TowrrrMeM,MryMe~dgeeMblaelMrssssterMRrldM• ~ Pe1rk NIIe1 wer 1>ttfess /sees! ee/ rpelr set/er eleewet e! eel werrab.wN u'trp eNlmat. All eNtwet p111N, Inppel, vela!. er traekN ace pe111e
dleelsep,aeMetrr)IlsfY,eaiteagDledyesdreeeiaFTElwd.ll~>IMpledr IlerlaentN pat: rrtevrryll aaaselkMprMerleMeay7RMerMeMeleMealtlea ilOfhofgel r>,la-el•ser s~sr w eeseeM Issellasell. '
MM. Nteae 2 of eM eM fell dM b! sik, ee lywat lyre tAeaM M ~ orMiypei 9 kMdMe M IgMr. EISU sld f of artllaE >iaall it M I ~
srFMl Ire* dM ersMr, evMy 7 IL a rIt Mrrllb the M ebw a1MJMe I, r burNd 1lellah T BlEDIRG SC1QDOti. ~ ~ ) ~
~ ~ ~ $t~ Z tIN 6t4Ma 1' Mart a Nueh R •.-''.y.. M- •
4 bJrileasllya,rlKlalM~arArMrridiwenOsM+M Ripra? LMed (~INNlels fabric to lap win 0* K 6• tnnah, N I wl et lM tarr)err IrII H )arbre, ¦ Mre i P1~sr LMe, eM w/M For The a Df Stonlareter IeokRled ant N T M ' VepNSled '';r s»+;~TrMNMbn Shonldars, SiM DitoMs, elot»s (Max. Jtl)
IT' MeadlrrlM. CORYtyellC ed• r - ~ DATE ~ Plan Rata .~,1 ~ yf Auq 15-MOV 1 Tall !a1cw 120 lbs./acre
. . ' febrk alt end N11N etNlr tM' ~w J' ~ ~ M • 1 r ~ ~ r^ i« MOV 1-Mar 1 Till heave ,.'r• ~ - 120 lbs./acre
blDil'MMI~ir01 alilee ,wle4adwrelateiatNrieledra, tM tari:erltel fence pat, MMA IMrrl' ~IUsalse, r Nbare wale Y ebrMel, Mlp aYdaad e1ddL [ i , ? Y•` 3. d Abrusai Rye 2S lbs./iQre g d ` . ~ ~ ~ • ~ „ ~ StsbRhed ~ Mar 1- r 15... call rncw
Mrasferl eralq M leersl, era lebrese e>tidl Oradere S ``0Y Y~ • + M a AP 120 lbs./acn s I+o k ,a ~ ~ y y lope ~ r } , w, / y Apr 15-Juri 30 Null.d Oosseotl eermudagrass 12 lbs. acre
wNrrYa n.ry I. e a w SISOM ~ + w ~ u• `v' y'r w i,~ Jul 1 -Au 15 Tall lascne. / ~ a uINIIs111r1ad ~ 1. A, .r 1. w~(1 ~ y y ~ 4 and 60 lbs./acre L ~ Aka W ouMsl " F rvN ~ y., y. Y Hrowntop Millet 35 lbs./acre
5P ) I V~~ ' * 1, ,b• A••f' * rw~ ~ or Sorghursndan Rpb:ids 30 lbs./acre
lr + ~ ~ a4'a ~ w+ elopes t3:1 to 211)
~w. a,~ ~ r~, 4 4. ~ Mar 1-June 1 Seripa Laspadasa (scarified) 50 lbs./acre i _ t
. Daronl of betiN r~tir;iri'rin'i'k'I''ir Rip a+p Apron Eerryr msslptor Y SAepl Metenley Math SteRe Center Drein . • v~ ~ tnrlal ~ tnr~.~~ _ ,-t , hy.a~.earlwela~rre~reea4aeee~etewear.Ma.v.ewrrvararw~. (Mar 1-1?pr 14) 11dd 'hll fescue 60 lbt:/acre
For EtonMwter Outlet hotection (SMpd by Ibtor /etrol) iRild whh 10M end a~rlpeaMd. r ~ (Msr 1~1un 30) Or Add Nseping Lovagraas S lbs./acre
On1e-,IMpeltddsMtRlAMetbdnrMwehiavi>tasl/Nedlr , (Mar 1-Jun 30) Or Add Bulled Common Bareudsgrau 8 lbs./acre r eeageerratifoeRandanwdreleebetlrMepa/er.iMpedeetds • Jun 1-Sep 1 *aaTall lescw and 60 lbs./acre
~prcelertbaMbeON. *ReDsowntop Millet 35 lbs./ecza
Tt~epee11a1 1`-- ` '**or Sorghusr8ndaa Erbrids 30 lbs./acre dg?eMMtl-CasMttld~titrtl>tieeseARrMleeAb.~tta*heyMrti Sep 1-Mar 1 Facials Lsspsdssa (unhnll•d-unscarified) 70 lbs./acre
~e A - A , ae. E•et over dr l~ or ma tPaeeer. n~aa r.le ~e a~oaoe,ae+aal ; ; and Ta11 • reao,t. so lbs./acr. rulxW..ckrtlbashanrakg.dpeaeeeeeMe.earb.rgawknn, Mov 1-Mar 1). Add Abrnsxi Rye 25 lbs./acre
d, L T,ir/lui Mpra/ ChatNlei . 6torreearbitlsd.
UJE GEO-TEXTILE FABRIC Ui~ERLINER i OeMe arse-nr «1N IYpal waive w lswelr assail ari
, M eeb+gmlelsl~emwlewetgeefMllf. Cotuult Ootwrvatioer EngitNar or Soil Con.•rvation Earvica !or additional in-
• Flan • etllrslrlema ~ forrallon oonoarning other altrnatiws for vagaLtian of damided area. TM shoos ' ~ ~b/mr vegetation rates are flea vhieh do veil under local oonditionst other needing
i l ter lever • ~ ~-4 ' rate combinations are sibU. !br a laNn pot quality tusi, double or triple rates. COIIM(1CMon t.net.EltMt~ertr.aw.eu~.wetrew{wwrrr'
lrsdtmw/4r/gYewtdswralaM.re~.lMgpw .aalY~praLY - ]!need according to optieule season !or desired parnanent vegetation. eye~sAtisse/Ymsaesslleseeles111srrm?wY~IreeeM Do tat allow tasporaxy cover to grow over 12" in Might before tarring, otherwise
Nstes TEMPORARY DIVERSION BERM!_D1ICli • dr?eprMlrrlbleleemprmMMawASg leacue may be shaded ont.
Section A-A 1. ' r. MACNNIE COM/ACTION Of ALL FILL la R[aUiMD. DIV[RalON6 aUFF1ENT TO aIRCT ALL ApMM liR1q eU' M t.~lmsf RL~e~eelryMteeuweeMtr tRsatgelwrern'.
Hpe Outlet Te Flet Arw Mpnp, ~F4fad hprap, aE01MENT•LADEN aTORMMMT[R INTO A PEDIMENT CONTROL OtYICE MUiT K INaTALL[0 WtA No 0lfined 171enRe1 Or /RIOR TO CLEARIMa a aRUeelNa ~ THE ARtA (OR IN CONJUNCTION M1TN TIM 0/ERATION M ~ SEDIMENT CONTROLS a DIVERIgNa ARE INSTALLED A6 EACN CRITICAL /aMT ti REACN[0). 1 Cseltset~ete/~rwasiwletM«t1wA.
2. 4 1f tM leRptA of ~ A dYtRagMa aN01IL0 K LOCATED TO INNMIZL oAMAeEa eY OONaiRUCTgN OKMiTONa. f, ~1slMtm s!A ttlslYa tmttes bm Mr 1lreelea ttreml a biaN
the ripep al?w• OIYERagNe MOULD e[ IRDED a MIN GIRO IF THEY M! TO RtMAIN IM /LACt OYeR a0 OAYa. . ~ rmeSMl/rbslMekillptietM*reilc
l CM[CK OtVIC[ AFTEII EACH RAIN, eUT OIICE A (MEEK Rta+U1DLEaa. REMIR Aa NEC[awn . d
t0 lt" rrrM r err ai rrr. ..fM•.
A 3. d • 1.5 tNes UM r tt • nKiela stone dlaeeter 18 Mw~. ' :`•w•rk ,.M r.. u'w". ' .
but Ret less tiler 6 6 inwl ItldiR~ » iRChes. errrAeTre nl~ Seedbed lxapaxatipl
4. Dieelaions eRl ~ •e[Rw .earUelTgl. ~ItCN- specxiuttaRS Stet hreboNc-SM/ed MLerNey Mith Stage Grater Drein
FiSn be deteretnN b (Shtipd by Dulldoter) 1.) Chlal aosgaotad arse std spraid totsoil 3 inches de over adverse soil conditions, if available. ~
eppropriak elgineerill~ design eethod. NOTEa~ /ONTIYE eRAOE war K MIDYIDtD TD AtNIAIE tKiANlAtlt. If SLO/t ENCEEDa lrJi, K[D
4 e YIR.CN aYER11011, TRY NOT TO acae a"16 INNIN 1KLOCITIEa R[IIILT). MAKtMUM oA. I 2.) Rip tM entln Tree to 6 inches depth.
I; • a AcRa srrTllouT wMORnw GALCa.. (11YERaglli AT TFR T~ OF eL0/Ea l~ EM/TY NTOANA/FaOV[0 !LO/E DIWN. ItINIV011CN 16 MOaTCOMMONLY UIE0. R M1L0 !al rr ISM TMAM tt') 1.) Remove all loons rook, cools, and other obstructions luring surface
reasonably aooth std uniform. SIMR
• . MA11it section A-A NbTE. Te le INd Mhere 6tussire Storearetet' yelet:It1M 11MMI~t( 4.) 1 a i R/W ~ y ~ onltunl lice, fertiliser, and superphosphate uniforelly and
Hpe Ortiet To Ik11-Defined Cbanlltl repehtiw L1R1Rp. Stu K Stare Mrst G Oeteneined 6y A~Felriete Oesi~it iroceltln. mix with soil (ea below!). I M SO'
IIFE OUTLET COND1T10NS ~ 1 erreee~ rwrr ue.a.s•u-w .1 5.). Continua tillage until swell-pulvsri:sd, firm, reasonably unifone
aedbed is prepared ~ to 6 inchn chap.
~ 6. Sad on a irashiy prepared seedbed and cover seed lightly with seeding
~ DRIVE tiTltl p0e iRTI eROUlO • ~ATTApI MIRE FENCE TO PtlIT1 AIO " rr?r.rar •w rti AIO [IFCAPIATt A 6"X TRlNCN UPHILL EXTEIO Tlt DOTTON OF THE FENCE 6 ~'r1~uA" tRIS11N1 ROAO equipment or cultipack alter seadir?g.
~qNi Tlt LINE OF 1013TD. NOOD 10lTSf INTO Tlt tXCAYATED TRENCN~ rrranrra IR OIARETER NAY DE IIlED~ , • 7.) Mulch iaadiablr sitar asaditg and inchor mulch.
- - - le?yl~rr.MJrrrrrr[rr_ '1~• - - . . ' ~ 4 •e.) Ia.paot ill .eases araa.'and make n.ca rm i:.
r'?- - -----i----- ~r easy or re..adinq. within the planting sason, if possible. 'I! stand should be over
~ ~ ~rairmnwur+nrarwrrrn» !wa r~~' -------~rr- 60t+ daNagad, iastablish following original liar, fertiliser and
" ~r'r..rr.r any ~ r . ROAD CONNECTION saediag rates.
•,..r.. RAx. to DETntEN ea+R iYrr r' Pom MLw I~EN11K ROAD. OR I~IDENIML g•1 Caneult Cotwroatien Inspeotor on miinbtlanca tsatmant and fertilisation SOLLEC1d1 ROAD. MID E)OSTMA sl11A1[ MIINTAA~D
r. _ rur,w ttrn r rawer rrr' • aECTKMI TNRU eAaMl a FILT[R NO aCAIE urw ww rru rw+ tea n~r i~aar sitar permanent Dour is established. ROAD
GRAVEL GRIP-RAP FILTER BASIN DETAIL j a Apply Agricultural Limestone - 2 tofu/acre (3.tarts/acre in c'_a• soils) STOP OQVO~TION ! • pertilisar - 1.000 lbs,/acre - lo,lalo '
r'",'a ' UJE 6E0-TEXTILE FABRIC UNDERLNIER 6" rrr r?~ r Supsxphosphab - S00'lbs./acre - 20X iitalysis
6• ~ ~ . , Mulch - 2 toms/acre • asrll Srain straw Mchor - Asphalt Faulsion p 300 gam,/~
w_ A iILTEII PANIC TO THE NIAE THE TRENCH AND COMPACT
FENCE A~ EXTEND Tit DOTTON OF THE TME•pll f1RNLY TO ANCHOR THE FAlRIC 6' INTO THE TRENCN~ DDTTON Of TI1E SJLT FENCE SO THAT
~1 ~ ~ r RINIOff 1S FORCED TO GO THROUGH THE ~ ~„w.w ~ fENCE AND CANNOT GO UNDER IT. . P
r ,^r
r'r r' ~ •'r r4~ TEMPORARY GRMEL CONSTRUCTION ENTRANCE
tLO.N. I i \ e. NCOOT~ S n I ST Natll[0 tTONE t11ALl IE USEO. FAO TO IE SO' L e t0' N e 0 AT A MRNMUM.
r, ' b. TURNING RADIO! SUFFICIENT TO AOCOMODATE LARGE TRUCKS IS TO K MIOYIOEa
SECTION TIKfU BERM a FILTER KRl/[CTIYE VNiM a ENTRANC[(S) SNOULO K LOCATlO TO FROYaE FOR MA%IMUM UTILITY IY ALL CONSTRUCTION VEHICLES. •
NQ SCALE NO SCALE MANITAINEO IN A COIIOITNMI NINON NILL'REYENT TRACNIIN OII OIR[CT FLOW ~ MUD r~ ~ ~~s • L MUST K d
ONTO STREETS. KRIOOIC TOrOREftNN NITM STONE WILL tE NECgIARY; NtEF COME HANDY. ~~y~
' RN e ANY MAT[RIAL NIMCM tTlu MAxEt IT ONTO TMt ROAD MusT K CLEANED ur ~tgyY_. MVEleite 1 WIN SHOULDER WIDTH
?t' SE IOM ae~ / .ti M
NOTE: eottae of filter fabric cost bf a~aPE ,y RRd4 e+ I/4IfT. ~>a / ~ of ttib
HEIGHT; pieced in trench end second by ) Jrl /y, t 4 FT, t /
MAX. STEEL POSTS either bsckfilling wltA so11 60" RNNFT ~ NAY ; rrterlal red tellginq or by pirNr A,,,A I .3 HIRE FENCE ~HD6 HIRE" wesMd stone to a Might of 6" ~
rbove ground level, .II~IlL .D)d4.#~L H1N~ - or a s rMieee le / fT
8 20' PAYEIIfM f 1' 2r FILTER FA1R1C ~ Z~~ ~'-0 Ncoor * e e MT NaaN Steen ~
~ I lllOtaf/t tr101 .,,.~,.....r wsr eeuwe •re NRLY I-If~:)
1 i I Ilk/ w iI%M yr nInc rcnuc n~ FILTER FABRIC BURIED
t r G IN EXCAVATED TRENCH.
LOCAL REmo rIM 4 FIQURiE y+ STEEL POST DRIVEN 18 INTO GROUND
K IMPH&T ¦1 M t SYMM ICAL l.-DE-SAC NO CURB MOTES- APPLICAMLE AT~y FOSOTS OF EIIRESt i EMES$ UNTIL SITE p STAMMED. FREQUENT p CHECKS OF THE ~fCE ANO TNELT MAINTENANCE MW K PROVIDED. 13. *MUM SM ON
r Mc . s ~ a,.6UTTER . . "W"C' we. I Y•II M a •fwms an FM•M d w6•N [y. •h.. •n• by AnYrlw. - -
DRIVEWAY TURNOUT GRADES
[phone]
KE FOREST, • •t 275879
L-CAWTHORNE9 MOSS & PANCIERA, P. C. REGISTERED LAND SURVEYORS, 239 EAST OWEN AVE., P.O. BOX 1253, WAKE FOR