20021675 Ver 1_MAPS_20021017

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1
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L NC )7
TOTAL AREA IN TRACT 40.,47 AC.
N~.~M'r?E:R (?r ~_CTS CREATED .49 _ P~ ! J~'~ r- ~ ~
NE_ ~N r>~~PC?~,FD S REE~S .x,570 LF N f?TH i BIACX ~
U ~~ftE}a iN OPEN SPACE 0 , ~ ~MASDNk_
o W DB 6<' , ~'G A55 i ~ I I
F_ _ _ ' / ~ i ~ ~ MIlLBR00K r I i~ IJ~ W
~ NCGS MONUMENT "HARDWARE" ~ ~ 2,512,659.019 EPI(N~ i t-r ~ ~ KENT ~ 2 °n ° ~ °o c s ~ ° SIT ~ ~ E
Y = 668,282.497 _ ~ ° ,
, ~ NAu X921 - - - ; W 1 ~ ~ ~
0~ a ~6 g o' N V~'C1 WDp. N
i
9 ~6~ ti ?g~ I T H OMPSO - ~ N ~ EDWq~
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PLAN r _ LFq~ fi I
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NCGS MONUMENT "ORMOND" j ~ ~ CLASS B STONE ~~,~5 ~ ~
x = 2,5? 4,139.' i - _ - - ;TT~I~TT= 111- - 1T?=TIT ~ I l-1 il=
= 666,' 35.085 i Q NAD '921 ~ Q' ~ III-1 I I-III-~ ~ I^I I ~l I~ I_{ 11`I I ~_I.I_I I I ,
O ~ ,1 . w - - - ~ ~ ~ = I_I = I ` . VICINITY MAP ; ~ ° I I^I I !_I ! ,_I I I_T I I I_. I I_i ~ I_I I I_
i ~ ~ ~ a \p~ ,
MAINTENANCE PLAN ~ ~ f f ~ I -FILTER FABRIC ~
I ~ . - 0 ~ SECTION ~
E:P~?S!ON .AND SEDIMENT C NTRLTL PRACTICES W~~~ BE ~;~t ~K:_C, UI 'Q r' Zk ~T~ ~I r1P C, n c ~,~r~ I ~ ~ . _ AB,„ITti~ AND ~ ERATION ~ OLL~W'NG EVERY RJN-OF. ~,~uC'NG m Q ~ ~ •Sp, I
t1AiNFALL, B~, IN NO ,,ASE ~tSS Tr~A'V N~ E EVERY WEEK. Nt~ QED Q NOTES
RE~'AIRS Wli_L BE MADE IMMEDIAIEL~ r , PY~A!NTAiN AL• PRa~~r;~'_`, a ~ ~ ~ Q ~ ~ ~ ~ 1. "L" IS THE LENGTH OF THE RIPRAP APRON. 4. A FILTER BLANKET OR Fii?ER FABRIC SHOUL'U I
~~"~;I ,N w Q .,t. C E0. / ~ 2. "d"=1.5 TIMES THE MAXIMUM STONE DIAMETER BE INSTALLED BETWEEN THE RIPRAP AND BUT NOT LFS5 IRAN 6". SOIL FOUNDATION.
``~t~hlM NT W'f ' R ~M~'d ~ fR'~4t T~I>" Si~ T F~N~ WhE'v ~ W ~ P , E t~ BE E ~ ED J ~ _ ~ ~ L E ~i~' + a~,' ~'C '"PT n P ~ ~ ~ ..~.OhE.. 0.5 Ft. SEE ~ p/ 3, IN AWELL-DEFINED CHANNEL EXTE"iD THE 5. FOR RIPRAP PROTECTION uSE CLASS "B" APRON UP rHE CHANNEL BANKS TG AN EROSION CONTROL STONE. '
ai.~~.- SEE[?EL~ AREAS WILL BE fERTILi;'ED, RE-SEEDED A5 NECESSARY, `Q `ti ELEVATION OF 8" ABOVE THE MAXIMUM 6. aPRON TO 8E PLACED LEVEL wITH THE TOP EIF = EXIS`ING ipGN F=P'~~E
it S' i ~ , V aN[` M'v~i'NED A;~CORDING TO ~!~E SPECIfICAT~ONS ~"v THE ~~EvE'AT!4E AGRICULTURAL .~N TAILWATER DEPTH OR TO THE TOP OF THE SURFACE OF RIPRAP AT SAME LEVEL AS I _ ~ , IR I K HI H I ~ RR N~ IN LaN SURFA - V R A S - ~E~ QN P,P~ BAN W C EVER S LESS. Su OU D G D CE NC O E F ~L
~>,-aN Ma NrAIN a v~GOR~~uS, DENSE vE.uEratn,E co4ER. ~ WILLIAM LESTER TUCKER a. dl ~ TE ~1Pi7RARY Rf~~ION NTR~' M~AS''R S Wi ~ RE RE!~'Ov~"'` V 4~ E _ ~O E~ L~ ~ t~ / SHOULD ExIST. T r .w NPS = NG PUIN SE~
DB 0-31, PG 440 ~~~~'i;'N ~:)MP~-f~11~)N OF i~ONSTRUCT10N ANO S?Ai31GZ~TiON OF G~2ADES. , MBL = M!NIMU~a1 BUILDING L'NE
0~ ,e0., ,~t, PP ~ OUTLET STABILIZATION STRUCTURE T ~r ~ ~l ~ ERRS = EXIS IN,, P,ALROA~ ~P~r t
cLO R/W =RIGHT-OF-WAY
\ 2 CONSTRUC110N SCHEDULE: Sa.sT BENCHMARK EPKN - ExIS~iNG PARKER KA~~oN NAIL j
"e° * ens" OVERHEAD e,.~ uTIUtIES(TrP) 4. a RR SPIKE IN PP E.A =EXISTING iRON AXLE
t ~~f+'aIN FLAN AP~'12L7VA~.S aND A[L A'PL+OaBIE ° 601 '1" / 9 r59 5 * 80.2 *59 k'(~htiU(S ~d', DAYti) i s7, 'se.e ~°8N.00•Sa'iG„ ~ so-oe_s " 90 ELV. 63.50 NGVD "eJ.1 ~y\ , "e3.a N 31 24'44" E
~ L(,1k RC)AC RIL;r+1.W L1F..WAYti,~ f 4 UAYS1 N 28'58'33" W B/ 59, .59.9 E~~ *ea.e 01'52'0 " W 609.52° 196,07'
T "E0.2 ~ 59.6 E~~P 1 9.Sd. IN`~tAl.i SIURM DRAINAL,E AND ERt1SI0N N ~ w-, 57.32' t' P ~ * 95,89, 1$4` 20 29 06 ~ ~ 4 .4 ' 94.09 a 99' 163,62 ag .84.9 ' 15 sa.~ 4 '98 ~ ~g p~ 0~ ~ ~"~DG CLEANOUT & FILL ,
t'l~N'f~i'!L I~CG'ICES.j10 DAPS) d ~ as P *98.7 s96 6,0 5 5 s,.a B~>~ lOS N 29'52'1'" E ExIST. DITCH w/
v-~ N 5 P , i ~ ~ST~d3 199.38 ,4 66' , 4 kt~ ut;N GRA, k ROADS.( 4 DA. 5 ~ 0 53 w~ P _ - N o6'54 - " '~'e~'3 SIGN-gip' 50,88' SUITABLE NATIVE o S .e 6 PP , , hd 28'01'25" E MATERIAL
5 iNS'TALL WATE.R.(' 14 DAYS) 10.15' 'rvENT ' - 591203.x. ~ '~00 ~ 12 40 0~ ~;eu ~gu 12 ~ ~ ~ 21,380 S.F. ~ TVP„' ' 50.75' ~ or i l , ; }j
h FINE GRADE ROAD BED.(7 DAl'S1 CUT-iN 9"x6" TEE- SIGNAL PIPE , E~e.e t 4 „s7ao ,A90 2-a" cv U ~d- 13 p 23,72 ;NSTALL STONE.(' DAYSI ~ , p 23,72 s.F. ~ ~ e3. A, v N 2ro5'v" E 21 652 S F ss, 0 Via, , ~6"x6" CUT-IN TEE ~ :a 9 50.31'
~ ~.6 *s9, s>,.9 _ -_."Soo 53,517 S. F. 8. GRA SHO RS SEE AND M~.~LCH ALL ~ 7.5 ~ ~~,2t,7D6,-5 DE ULDE D O. °j ' a' INV=58.78 3-6" GV R h sas a' ~tsi 2-a"X6" INCREASER N ~ ` EX. =5" RCP F 1 " T TOTAL DISTURBED AREA = 10.112 ACRES
DISTURBED AREAS (7 PAYS) Rjw ;:'t~~seo N _ ti ~ 11.00' INV 58.52 50L 2 S EEL _ 2Q. t0 es. ,,5,, ,~y ~ INV=58. CASING (DRY BORE)
9. CNECk EROSION CONTROL DEVICES - . P - .J *s6.o 25 ~ ~ ~,3 i ~ ,..1. ED 37.8, * ,so.a "S~ ,As.2 ~\S/~ 316 S.F. ~ ry '~S EX 15" RCP 115.00 ~ y $ 7 ,;i•F. NV=58.95 ~ IN TA TEMPORARY ~ 19.41' ~ S LL
PERIODICALLY' FOR STA811 ~ . AND 53,aa~ .F. t 8 02' ~ ' " t ~ 5.00' ~ i ~ 183.. 2-x58 DS - r ~ . ~11 ~ ~o *5a7 3 PERFORMANvE.(E~ERNA~, ; , ; 1 ~ *seJ 5~ 8~0' ~U 0, Oa 30.90' p a ~ GRAVEL CONSTRUCTION e ~ ENTRANCE EXIT
'7 ~ ~ ~ y4% 10. PAVE ROAD.( DAYS) ~ ~ 7 ,Aso ,r0. c. ~ F l ,r0.94% ~ 7. ~ " 6'X8' CLASS P 7 e~ (6Q,
v', sa.a r 07 \ 26 rn 38,086 ~ >F~E ~ ~ -Sa ~ ~ F , 9 R Jp ~ 0 ~ 10 ~ 21,256 S.. STONE APR ,7 ~ ~ ' c~"~ Ri; Q f/E -sD.o' ~ ~ SS, sx S j 'DEPTH : " ~ Te , ' ~
`D t 88,938 S,F. o, p X9.50 ~ 58.6 2 ~ M , r~ ~0 F~E ` Q` 9.50 '7 Q ~ ~ 4 TONS ' ~ 2 o F E S ;b as ( 0 Q
~ ;S ~ss., `N ,se.6 ~Q 9RptN WALE o~ o bO.Q .o -25.o'"w.5 u 9 *ea.s, FES 58.32--j. , 3.p / y ~ • 20.7 d ,a ~,p 1 '46 81.11 Sv. 21,3 f! ~ g,', JO 3 `11~ ./E ~ yq/ ~f
~ .Y~.t ~ U 20 E~,EN' V. 565 w~ SEEDING AND MULCHING SCHEDULE PER ACRE ~ ~ ~ 4oa wETU~NOS ~ ~ *57., 6az ~ >r' YS 2 r ~ w C ~ ~ ; ~ ~i3 9S' 2x,4 S.F. 6i. so 48LF 8° RCP ®'`~2,~ 4r y l ,
' ~ ` *57.8 ~ e,. ~ ~ P Xi L ~ 0.3 , W 2-FESS' ~ 6 " A ~ , E 5 ~ / ~2,t "63. ~ A ~ V
K. ~~S Iv,F ~EEu RtiD FLRTIi.;ZER, ANA SHE RAi! ~F ~ ~iC~rIC ~ 355.03' >~7.6 SwALE o o.3D 100,68' n r,, - ~ - ~ _T~ ~ ~ ~ TO DAYLIGHT FH Y ~ PLUG ).6 ~ " ~ J' " WOOD ~0,~ ~ FE INV. 58. t a~ e(/ 9 8' ~ e'- ss.e 0, s , C S 33'44'x0" E m BARNS a n~ o ~ w Luc ~ ~ ~.3 ~ sY5 ~ O p v~ ~ \ n 34.45'
;E".,, ~E~R ~~--~~R, A,v~ .-!ME~~l7N~. SHALL BL ~,~?E~ BELOw. ~ I „ 5a sIDEsLOPES ~ 9.~' I~ HYDRANT 21,747 F. ~ 9~ ~ ~ "
uuR~NG FER~GDS OE OVERLAPPING DATES, THE KIND OF SEED TO BE fs ; 5F~ .R~~ ° ~ " ~ .AL 61(IST. x o.e~ O rt,. e fir. y~ / ~ o~.>I'yy 21,7 S.F ~ - 7.ya , - ,~e 000 '~j ,ea.s ~ o ~ -
USED SHALL BE DETERMINED BY THE ENGINEER. ~ ~ ~ ~ _ r 'T ' C 't `o' ss.9 ' ~ S.D " ~ ss., ~ ,56.6 ~ ~ ~ ~ ~ ~`M~'~q/,~ - p~,«j BARN ~ ~'a E ~ F /
1 9~ VA q~lr ~ ,.a cr,, 8 ~ 'h°' 6'~A CsLA'ss ~ = F. 40-~ ~ " s'_ r~ q t o ~ a~ . ~ z. / see v "S / 1 STONE APRON ti r,, " ~AT w
~ ~E 2 TONS~AC `~:~:swA"'~;~ ~ 15 ` 1 - 1 A ~ *56., LE I 44,362 S.F, 57,0 15 ~ G ;p 2~,5aa 5 F a E / p 1 Pq ....J DO ~ .0 ,es. 61.58 ~0 DEPTH = 22" c x. , ~ s,s 'sti.l ~ "liNf
J 0 20 ,000 LBS/ C ',iNV 55.70 n 8Q * 82 S.F, s~,o 90 0 ~ ~ D. / 0 4 T-DNS s ~ ~ti s, ~ -~9~. ~ ~ ~"6~~ 80 ~bb~ 6,, .
I D-20-'J 500 LBS/AC ~ ~ 56_ s7.6 ~ *ss. ~s~e o 0 N ~ C STRAW MULCH_ 2 TONS~AC (AFTER SEEDING) ~ w ~ M *55~, ~ ,~~,~o~ C ,57~e' ~ R-30.0' ~ 0 i .~aF u ~ " ,~0 ~ _i ~ . ~ ~ r ~ 0 M ~ ~ 0 F ,ASSEMBLY ~ 49 ' ~
ASPHALT TACK- _200 GAL~TON OF MULCH ~ r ~ ~~,~~;';i~~~~,-~ ~s~~. ~ s o° ,uses ~ ~ s~ (ral 6`~ ~~~~,/%1~~ 5~s2.~ 6" LOCKED HY ANTS,.,' ~ s ~ pP r ~ i yt ~ ~ 0~ ,'s "szs 1,x07 ;F 2.4 i" ~ 31.832 S.F. ; . . gyp. 3'' ~i aG ?EE & 'JALVE S so.a `tii1"~'""~""
29~ a, ~ 2$ 27 ~ _ _ t t 2,p5p s.F. e~'>~ ss ~ , , ~o ~ 0 . ~ ~ / 6 FH REGRADE D~TC + ~
4,~ x8,865 S.F. 35,065 S.F. 30,836 S.F. ~ ~ ~ ~ ~7 G" e JANUARY 1 DECEMBER 31 ~ I ~ 7, ~ , ~ ~ p,< ~ ~N~ , ser" 18 10'x70' SIGHT ~ M[ ~ `es., O O.,C~ 0 P 0u1; .k. I'.I` -n - " TY ~ ' c~ 0 POS,TrdE ORA!~~AGE 5 _ DAMS ~`,i i~~.i~ ~ ' ~ TRIANGLE( P) >9 M ~
S0 TA F CUE ~ 6 ~ ,5 * # LL ES * ~ o <<S NV. 55.8 ° ~ e~ O ~ 'SIDE SCOPES s
Q H. *se.a fH AS5EM8 Y 0 / ; 5~ CENTIPEDE 5x.7, ~ s ~ o• '0 F~~, ~ .6X8 GLASS 0;~1,25D S.F. 5as 01 =s~e s7 s ~ 0 STONE APRON o bh eo='
".,4~ "1 F ~ HYDRANT SO' SC• 6, 50~ PENSACOLA BAHIAGRASS ~ Qs TEE & vAL D' ~ sba' F,~9p 6.. FH ~ a .-*~.9 6'x8''CLASS B 59. 0`~' 4' T ,"e,s Ns'ETLAN,OSGROUP F r0• / ~ DEPTH 22 r . ~ I ~dATE#t ~A~jTYS~~r~~ ~ _ .s , .~9 STONE APRON n / s s 4 TONS S 41
' 500# FERTILIZER J o Ftir ~ ~qr r>~" ,56 56 s ;5s.o r a s,~ eor DEPTH = 22" ~ FES INV. 56.78 21,250 S.F. 2c'~, s ';~s.o 34,80 F.yse t 'ON5' ~ 6°x6" TEE 0.
4000 LIMESTONE Q '~*S93 6`crFe .241 shy S,e u~ MucK c,~~F i F 57.0 K i` POND & r ~ ~ s~ s s. ~ 0~ ~~se. ~~0 2-6" GV ~ s c,?~ `
<.a ~ g ~ 46 ~ o ~ =ae~ / /E ~ `60LF 18" RCP 21,250 S.F. s,s s~ ~ I ~f ~
I e~. ' s9.2, 21,30 S.F. ,~•2 8 ~ y` , ~p NATwE M, -R~1, r~ 59.3.8 S.F. ~e SLOPES 2.1 AND STEEPER AND WASTE AND BORROW LOCATIONS: 2 , , z- • SENDS , 1-18.49' 51~ - f. 'e %6.7~s~~ ~p 1.327, W/ 2-FE ~ s,, i_~~_~~~1
I Q' 18 24' ~A ~ 7,.95 00 SG.ai~ sss JANUARY t -DECEMBER 31 W ~ ;59.8 0~ sr e , . Vic, a' "55.5 ;55 ~ s 3~ ~ i 45
~ ~MQ ;..SJ~ "55,1 ~ 75 TALL FESCUE I ~ ~ ~ 31 ~ e ~ o =J 22. BEND C/~ 6S ~ O \ _~l: 0~ ~ O 21,250 S.F. si ~
' 50 PENSACOLA BAHIAGRASS ~ ~ ~ *n 59. 25, 39 S.F. p F~fQ 51.52 RaJ~ ~ ta6~'S`~, 5 "s y0
O 4 0 / s7,e 58.6" J I o , ~ ~~.oo~ 500 FERTILIZER ~ ~ ~ ~ • ' ,w, ~ ~4, ~ ~ ~ 22 2-sEDl?~Ew•r / / so 44 0 ~ DIMENT V 21,250 S.F.
4 f g o as 2s.oc,. ~ cHECK,OAtdS,, 000 LIMESTONE (n a _ A 52,876 S.F. / f / \ o. EXISTING STATE RDAD INTERSECTION DETAIL DAMS ~ ~ " p _ / ~ 'se,~ 59.6 0 "85.0 N i.~
3 ~ - ~ , ~ 2 ~ 59.8* '~a• ~ o ~ '~a 9.:6 i' fss.o p0 E oo ~o as 43 0 ~ Q ,
Y ti - a5' BENDS ? 'r `r ~ f , i 0.21,250 S.F. ss.a
NOTES .I .2~ ~ ~ 'sa° `Sp ; 1N 51.7C ,ua, ~ 0 ~ 7 5 RCP ; Q 61 s7. 56.e ' 2' GU+ 8 ~ ~ ~ P'~' c 0 " F. ~ AGRICULTURAL /O Q~ h~ , 0 sc
1, THIS SITE IS LOCATED IN SIMPSON FIRE DISTRICT. ~ ~ m *eos ~ 19, ~ " ~STCNE APR p f'y ~ se. - p .J CI ' '58.7 DEPTH = 22'. , N0 - r 5 ~ Q~ 'SUSAN ARDEN TUCKER HATCHER 3 Q
2. THE NEAREST ~ RE STATION TO THIS SITE IS 0.3 MILE AWAY. ~ ~ ~ 32 ~ { 3fi g TONS ~ $ 3. WATER SLIPPY TO BE PROVIDED 8Y EASTERN PINES WATER CORPORATION. eoa >Ao.z cv ~ - 'Iw t. 1 q , * V` ~ M P' G4 / ~ ~ B 38. C _ ~ o , ~ ~ "36, h~ ses .59- DB 257, Pc 2a SHEET INDEX
25,123 S.F. ~ 0, ~ ~ N~. ~ .T , ~ ~ 0 9 7 S.F. g 6 ?3 -FES - 0 sJ.9 ~ 4, ELEO. RICAL SUPPLY TO BE PROVIDED BY GREENVILLE UTiL TIES COMMISSION, ~ ~ n, 33 ,s7.2 ~ o~ ~ 8g~ iN.V 5t 6 a 00 RI Gp 57.9 , Gj
Z 34 ui 6a LF 5" RCR~' ~ /t q ~ ~sD. 5. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. * 23,278 S.F. m 35 ~ s6.0 'S• a2 s J ~ 23,466 S.F. N ~ ~ ~ 1 ~''h ''~~r: ti, r FK~lr~r ~^n rq% AA,, / ~0 X42 SH _ s~ A,
6. SEWAGE DISPOSAL TO BE BY INDIVIDUAL LOT SEPTIC TANK SYSTEMS. ' ~ ~e+.e 7- 2391a S.F. ~ ~ 2-SEDIM6N a. '~?q~" E•E yg ~ K c ~ ~ ~ ~ FH ASSEM 7, THIS PROPERTY IS NOT IN A SPECIAL FLOOD HAZARDOUS AREA AS j .~0' *~2 's9, C DAM., ~ 750(70 ~S.F ss, S~ELI 2 G~ ~'_A~'v apCr _ ~NER'~I!~ JGW~d~ T~. _ ~ , > 5?'~ ' ~ .2t FH ASSEMB " Sss ses n o a r ~t ~ , K - i t 7t~ SHEET 3 ~F IAN RC ~E. Sr1ER~,~ .~.rudti` _ . " ~ r ~ _
DETF..RMINED BY THE DEPT, OF HOUSING AND URBAN DEVELOPMENT. REF. FIRM ~ *ti ~ 6~., - ~ Sa.S a * ~ '3o t--' s3' ~•aTEE & vAl ~ 6" LOCKED DRANT
~ ~v ~ * - 370372 0260, DATED SEPTEMBER 14, 1990. ~f. s" FH ,60.7 ~ WIN 44LF 24" RCP 0 d s5.d Y~ ~aTEE & VALVE `~iS ~ SHEET 5 ~ „ATE,: cr;r M a'; 6" FH ~ ss., ~ _ _ _ ,
8. THE NEAREST TIRE HYDRANT TO THIS SITE IS 300 FEET A'~~AY. '40,0 , ti o.3DZ w/ 2-FES ~ ,i' ~.z; ~ ~s ' D. AnO~ 36.0 ,51.1 ~ 'v
9. NCDOT DRIVEWAY PERMIT AND ENCROACHMENT AGREEMENT IS REQUIRED. ~ o 37 ~ FES INV. 5t.5o 10. NO CONSTRUCTION TO BEGIN UNTIL APPROVAL OF AN EP'OSION ANC "ap.e 2t,st3 s,F. ~ ` t ~ ~ ~ ~ /
T 8g .sJ.• ,s 8'X12 Cl"A~~ B l SEDIMENTATION CONTROL PLAN BY SHE PITT COUNTY ENGINEERING DEPT. ~3,, .595 ~ s?oNE APRON ~ t 41 ~*g . 2 2 ' ~0 5~~ JO' o,-, , "573 nc 1, 50 S.F.
I 58.2 - 2 ALL ELEVATIONS ARE RELATIVE TG MEAN SEA LEVEL DATLM. S•oo " sso 1 r; az DEPTH - 22" 3 606* 3~.0 38 9 roNS 40 55.e
S r 0 a0, 788 S.F N y ~ 6 *55 9 4© ~ ~ a . _ ~ rr ..a~ 9 "53.9 K ~ ~ , ~ 'G 21,442 S.F.
* 93+~ ~9 ~ 39 ~ 6 2t,aa2 S.F. s9.2 38" ~~S' 56,52« S.F. y r I re s~, r s .7 p0 . , _ r~ ~ , _J L
9.r '~C , 1 NOTES EXCESS SPOIL WILL BE SPREADi - ~ -~v ~ n~ - , ~ "~c ~ T 7 ~ i;l
I i TB ,P~ x t8 5~0 TB 5 EvENLT ALONG HE FRON ? GF C~;MPOSITE MAP & _ # ° „;a p I ALL LOTS OR W!TNIN THE DIST~RBEU ~
i 7 , 5, ~4S ~ ra ;~~n 50.7 ~ *7 . 8 0 ~ WETLANDS 5211` 7e s7.5 ~F x55. ~ I i I R A ~ ~r EROSION CON I ROL PLAN ~ ',~'r~ ~ ~ ~ r - - . - ~ ss.a "s~, A EAS S N.~ ED.
,
6 ~ AGRICULTURAL szs 1 R W ~ SUSAN ARDEN TUCKER HATCHER
i ( 9.9 ~ „ ~ S3J "yes ~
' M8 38, PG 94 yo.p I ~s`~ S3J 0 DB 257, PG 254
*,9;, ~ "5,.8 P~ rrE~,`~n4nV f., r _ r~~,v ~n 1~"~~ ^C.. S.+ r'~= SK 9 n
Ei SJ.Q n t C _
8' 6' y0' _ 6' 6' DiTCN SHOULDER PAVEMENT _ SHOULDER DITCH 53 t' 0~ s3s i e~ ~ 5~' GRIf~IESLAND TOWNSHIP, PITT CCIUNTY, N.C.
WI TH ' RI- sJs D JA tS ~ ' ~ ~
ExiSnNC GRADE FOOT t a" PER F7. PER ~ F;~i"P 1 F 'I' /o , BAY PROPERTIES] ~l.C
. PER FOpT ~T='+r"'"_'- . / S~1VG GRA~~ y529 U u_ DEPTH - ,~y ~ . ~ -
a° 6" oR a"Aec , 1/2" ~-z '~~=L-~- VARIES ~pp r ' ~ ~ . t. J" I ~
~ ~ ~ ~ 5:1 Ott ruaNl 5:1 N 41 L 2-3"
COARSE AGGREGATE Q
TYPICAL STREET SECTION / ~avu - _"-Baldwin and assoclaTES ~ Fn e
N.T.S, NOTE. STONE DEPTH T 0 BE DETERMINED BY TYPICAL SWALE DETAIL u~ B _ ENGINEERING, LAND SURVEYING
SUBGRADE SOIL TYPE. : ~ AND PLA'~?vn~C tiL uTF ;r CONSTRUCTION ENTRANCE EXIT DETAIL ~ i ~t~ ti. F CR^!v..t 11 C
A, REty ~E: N~ 27858
r

f . w
3~
L NC 33
T TA A 0 L REA IN TRACT . 40,347 AC. ~\~~y
NUM R BE OF LOTS CREATED .49 R~ a~~
LINEAR FT IN PROPOSED STR T 70 F EE S .2,5 L NORTH ~CK SIypSOtiK,
AREA IN OPEN SPACE,..,.... 0 ' o
GJ DB 621, PG 855 i ~ ° Mr z
0Q „ " o NCGS MONUMENT HARDWARE EPKN w J ° ~ r ~i KENi
x 2,512,659,019 n ° ;o a ~ SITE
Y = 668,282.497 NAD 1927 a o
a ~ ; z ~ I
6pa~ ~ \ h WRCt N
~OMPSDN
9~'6! ti fDWARpS
~9~
PUN F
Ate"
~ K~
NCGS MONUMENT bRMOND" CLASS B STONE $ t:1.K5
X = 2,514,139,130 Y = 666,135.085 =11= _ _ = T1~T~TTT=_1_I
Q NAD 1927 a I I I.I I I-1 I I-1 I I-1 I I-1 I i=) I I-1 I I-111-1 I I W ~ - - - - - - - VICINITY MAP
z ~ ~ . ° -III.III-III-III-III ,III~III_III-III-
ro Q- /23' A 1 ?h
MAINTENANt~ PLAN ~ ~ F m F `FILTER FABRIC
0 ~ , 1, ALl EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED Gj Q 3`~ 73~ SECTION
F R T I ITY h 0 S AB L AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING Q ~ ~ '`~0•
RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDED ~ e v ~ NOTES
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS ~ fib Te , w Q DESIGNED. / 1. °L" IS THE LENGTH OF THE RIPRAP APRON. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD 2. "d"=1.5 TIMES THE MAXIMUM STONE DIAMETER BE INSTALLED BETWEEN THE RIPRAP AND
2, SEDIMENT WILL BE REMOVED FROM THE SI T F WHEN IT w Q" Q~ L ENCE BUT NOT LESS THAN 6". SOIL FOUNDATION.
BECOMES 4,5 FEET DEEP. V p V 3. IN AWELL-DEFINED CHANNEL EXPEND THE 5. FOR RIPRAP PROTECTION USE CLASS "B" \ APRON UP THE CHANNEL BANKS TO AN EROSION CONTROL STONE.
3, ALL SEEDED AREAS WILL BE FERTILIZED, RE-SEEDED AS NECESSARY, Q' N AND MtIGHED ACCORDING TO THE SPECIFICATIONS IN THE VEGETATIVE t AGRICULTURAL ELEVATION OF 6" ABOVE THE MA:{IMUM 6. APRON TO BE PLACED LEvEI WITH THE TOP EIP = EXISTING IRON PIPIE TAILWATER DEPTH OR TO THE T0~ OF THE SURFACE OF RIPRAP AT SAME LEVEL AS SIP = SET IRON PIPE
PLAN TO MAINTAIN A ViGOR0U5, DENSE VEGETATVE COVER. I F" BANK, WHICHEVER IS LESS. SURROUNDING LAND SURFACE - NO OVERFALI
/ WILLfAM LESTER TUCKER \ 3 4, ALL, TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED V ~ Rik sHOUIO ExIsT. NPS = NO POINT SET
UPON COMPLETION OF CONSTRUCTION ANp STABIl12ATI0N OF GRADES. / DB Q-3t, PG 4aG p ~ MBL =MINIMUM BUILDING LINE 63.7 PP ~ OUTLET STABIIJZATION STRUCTURE
„e0.+ t ~ ERRS =EXISTING RAILROAD SPIKE
3 „eo.e ~D S 01'52'05" E R/W =RIGHT-OF-WAY et.8« \ -
~TRUCIIVI~ SCHEDULE. 54.67' N HMARK EPKN -EXISTING PARKER KALON NAIL e3.s« OvERHEAO BE C
i ? ~ „eo.3 et.J I , 08TAIN PLAN APPROVALS AND ALL APPLICABLE ~ ; „ ,e,.3 unuTl£s(TYP) ~ RR SPIKE IN PP EIA =EXISTING IRON AXLE «e3,s + ELV, 63.50 NGVD
PERMITS. 45 DAYS . t ~ „s+a.a ,s9.s - _ : _ ~ „ Boa «e3.3 N 31'24'44" E
2, CLEAR ROAD RIGHTwOF-WAYS. 14 DAYS s~.t ss.e '•.V N •00'54'10" W „.„eo.s { ~ N 28'58'33" W ~ ~ _ ~a 9.e EIP 1 9.54' ESP ,eo.e Oi'S2'0 " W 609.52' . 196.07'
3. INSTALL ~f`ORM DRAINAGE AND EROSWN N G• 57.32' _ 5.89' 184.9.. ' y54.99' 163.62 X99 + 184.9.. „83.3 ~ doh 9 ClEANOUT do FILL
CONTROL. D£V!C S, 14 BAYS 2 29 O6 P _ x~? _ _ ~59.e ~ 45,45' 94:09' 9 E ~ ~ 54.33' ~ t 43' ,e+.o .38' 4, ROUGH GRADE. ROADS;(14 DAYS N 12' 0'53° W PP ~ "5a'09 ~ 557 199 14.66' oo o MB~,aa3 ~ N 29'52'11" E EXIST. DITCH w/ «e,.e a ' Qs ,70~+ 50,88' SUITABLE NATIVE
N O6 ,.t 10.15' Sap s9 203.4 ~ ,po,o 5, INSTALL WATER:(i4 DAYS) VENT w 12 ' p `~S 6 SIGN-~-~~PP '
6. FINE GRADE ROAD $ED.(7 DAYS) CUT~IN 8"x6' TEE SIGNAL IPE ~ . 140.00 ~yr.eO „s9.o pre~ . 12 ^ .e P , ~ . N 28'01'25" E MATERIAL. ""e~., , 21,380 S.F. ~ ~ ; , 50.75 / 23,72 S.F. 11 • e3. o • N 2T45'27" E
' 2-e Gv E~e.e 24 N ~ a3a2 s.F, 7, INSTALL STONE.{7 DAYS). ~.e „s~.+ ~---.aao.o 17 .F. t'3 °j ~ ~ \ 6"X6" CUT-IN TEE 21,652 S.F. ,es. ~ . p ~ry ; , j,p • 09 - 50.31 ' 3-6" GV
GRADE HOU R SEDAN MULCH AL s"~ 3 .R' 53,5 s •s ,21,706,5 ' ~ , S LDE S, E D L ~ . ~ ' R ry 0. ,e3.e a• + 07 INV•58.78 2-4"X6" INCREASER / ry o , EX. 15 RCP TOT ISTURB D AREA = 10.112 ACRES ry ~ INV=58.52 501E 12" STEEL ~ ~ E
DISTURBED AREAS..? DAYS R o - 9. CHECK. EROSION CONTROL DEVICES _ •3 ,se.o 25 ~ , 2 ~ \11.00' 0 10 eJ,, ~ 39 NV.58, LNG (DRY BORE)
PERIODICALLY FOR STABILITY AND- ~w.,,e"~ PED '~7.5,. .02" ` J 1 t 5.Q0' X3,482 s.F 183.ta w ~ «80.3 «e+ je2.2`~\Sp t 316 S.F. ~ `V '~S, EX 15" RCP • 115.00 ~ ? A ~ 7 $.F, ~ 19.41 NV•58.95 ~ INSTALL TEMPORARY
PERFORMANCE, ETE1ZNAl 1'..: wo 3 N. „58.7 2-a5' B Ds 37 ~ 00' p a• ~ o~`' 30.90' S e ~ GRAVEL CONSTRUCTION ,,~~'•-"'*'^-~+e ry ~p ENTRANCE/ExIT
a ~ . 4~ 10. PAVE ROAD,(? DAYS) t ---.Q~ , e.7 ,~.o ~ 14 ~ ~ .,,r0.9 .,r0.94~ ~ 3. 1 ~ 6'X8' CLASS P ~6~, ~T ~ R
` \ 26 „se.3 m 38,086 F. ~ >F/E to J ~SD.O' JO, 0 lp a 21,258 S.F. STONE APR ; . ` R Q E 4D J , ~ S \ / •50.0' 6 ~ I 'DEPTH TB ,.e ~Y .50 \ Q
! \ 88,9 8 S.t'. b ~ ~ 59.50 F E ~ «e 3.3C 4 TONS ~ 2~, / a2. ~ 7 g' _ ~ 6 2
(sa.4 Xx.e „se.a PAN WALE gb F/E ~ • 0 OR Nj V. 56 . SB.Q a ~ S.0>Ao.S.• r 9 «63.5, ,eZ FES .58.32 S. S . N D8.12 a e2 793 ~ s 3.. ryQ 1 ~ qSp C ~ • ~ . 20.7 a S 1 s;'~,, '46. ' =<81.11 s>r. 21,3 f' ~ 70 3 ti' /E A ~ \ Hq ~T
fA SEEDING AND MULCHING SCHEDULE PER ACRE ao4 wETU?NDS a~ 9`~ ? ~ + c ~ 3 '~S' 24,4 S.F. 61' 481E 8- RCP 0 O? 6 T ,
~ s7.e 169 , THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION - 355 „ 7.e - ~ 100 s ' 6,. ~ % ~ P EXI T. 0. W 2-FES"et.3 6 ~ ~ 4 ~ A G - S « WOOD ~0,• FE INV. 58.14, w . e(/ 9 "t 8~ ~ P ,~j'~? ' e2.e 0 am BARNS ,,qq~~'1 3 N t C1 S 33'44'40" E
.03 ~ swALE ® 8 „ TO DAYLI FH Y "PLUG OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW. ~ t ,t , 0 0' ~T'/ ~ ~ ~ e . ~ d' 0 ~ 34,45'
( ~g.~' ~ 5. S DE 8L S OCK HYDRANT ` „ DURING PERIOD5.OF OVERLAPPING DATES, THE KING OF-SEED TO BE j ~ sJ.e ,~-t . 95 o , , dt_VAL v' 2,,74 F. ,00 ~ ~ 'tA~ s '1~ ~,or ~ ~ Z "a~g ; + '0 EXIST. z ~ eF o. ~0 we
USEfl SHALL ERMIN T IN R, • • s).3 .2a ~ F a s° 9E DET ED 8Y HE ENG EE J s >5°'0 / 62.dWQpD 21,161 S.f 6 ~ a~ v, 27,949 S F. 00~
~ ~ a ,Ae.~ ~ „se.a ~F 0 BARN ~ ; a0 0. , 0 5 ' c^~i ~ ~ , ki ~ g , ; / 66 1,.3 ~ 23,093 S.F. •0' Sl
3 ~ 15 IM 90 L E 2 TONS/AC _ , , ~ sa9 aa,36 s.F. ' % ~ ,.3 ~ 8 a f ~ s 6 Cuss ory~ R .6 S / ~ h STONE APRON ti 1 ~ ~ \w~ i.F. _ ~ \ 'G S' ,544 S.F. a /E + ~f
~ s7 0 10-10-20. 1,000 LBS/AC - d5a 'e . `l 7.- 00 P .0 «62. 0 81.59 y00 DEPTH ¦ 22" t us 16., ~ \R(~,~, ° g0~ 0 0. 6 4 TONS c Se' eo.l ~ 6,.3
fl-20-0. _ _ _ 500 LBS/AC ~ ~ ~ , ~ „seo „57.E ss: „doe `0 0 .1~. .O ~ ~ 623 kti «6,., \ . ti \ ~s « r
- ' STRAW MULCH. .2 TONS AC AFTER SEEDING s7.~" _ . M _ „557 bao m. J,~ o. . , 4'O xs^ 17 ~ R.30.0' ~Q ~~t~ 0 FH AS MBLY . 4g \ ) . ,
' 45' BEND ` ASPHALT TACK 200 GAL/TON OF MULCH I _ _ w ' _ ~ v °i 23 p ss.z„ .7 s pp ~ 6 't 6" LOCK D HY ANT , s « ~ ~ h es: f ~ 1 ' 00 ,~7.5 n 1,40 .F• 42, r 6 ~ 31,832 S.F. - PP 1; 0. 0 4 G TEE ~ VALVE A0.3
29 ;.3 28 ~ 27 ~ ~ _ 112, ~ s.F. , ~/PG' , SS. \ , ~ , '0 / FH RECRADE DITCH ~ R•0.0' 6 00 SEDIMENT
• ~ 38,865 S.F. 35,08 S.F. 30,836 S.F, r7 ~ SS - ~yh h' re .t' -ee•.~ JANUARY t-DECEMBER 31 , , N ~_-.,a ° o a ~N - .e „57.i ~ I ~ :":se.1 r•',.__~-~ 18 .10'X70' SIGi~. ~ g• .e7~ 0 O.tOX TO PROVID 7 H 7 r~ 2 ~ ~ IT I C ECK DAMS _ I (,OQ TRIAN TYP ~ 0 POS NE DRA NAGE ~ , ~ 18 GLE( ) ~ 0. OG
50~ TALL FESCUE O ~ o - , v et. - :1 SIDE SLOPES a t' ~O ~ •FES NV. 55.8 ~ ~ , , 'D - 6~8 CLASS tl50 S.F. 0 !
Q 3 sa.) s „Sa.J ~H ASSEMB Y ~ 'J-'.~ 5~ CENTIPEDE ~ ' Q 0 HYDRANT MSD' S0' ' aa~ •a~ i ' F~. 0 0~ ~ a6. ~~.e ~P x57.9 59 5^ SfiONE APRON «61.9 1 eo.~' ~ I,A4~S'Ct14 TION ,
5fl# PENSACOLA 9AHIAGRASS ~ ~ ~ TEe ~ vAl x „~.e~ ~t"~ FH ~ .e 6'X8 CLASS 0, - ~ ~ DEPTH = 22 ~S, ~ pLITVSEC ~ .9 19 STONE APRON 0 s 4 TONS 0 47 ~
500# FERTILIZER J o" c^,~, ~q ~s+ „se. „se ~ a .0 3. ~ ~sd'+ 6" PLUG a , • ~ u+ r •0 34,8D ,F. - DEPTH ¦ 22" FES INV. 56.78 21,250 S.F. ,e,.7 w•7 20' ~ 1,56.3 TONS ~ 6"X6" TEE\ 0• „e0.3
4000# LIMESTONE Q ~ .24` MucK ouT , ; . Qi ,~"59.J F ~ `57. a7.o„ , POND & Flll ~ 2D ~ ~ .i : 1 040 •~sa. 0 2-6" GV s 00 9 ~ ~ .a ~ ~ s 46
W/ SUITABLE ~ / ; 0 „ ¦25.0:~__ ~ ~ b ATIVE MATERIAL ~ ~ i y9.z 21,30 S.F. ~ ~ / 59,318 5F, 1 /E OlF 18" RCP \ 0 e,.e e,.7 R~40' ~ 8 ~ _ 0.21.2 O S.F. ~
e SLOPES 2;1 AND STEEPER AND WASTE AND BORROW LOCATIONS: 2 ' 2- • BENDS i e.a9' ~ e ~ 5 . ~37~ Op 1.32X W/ 2 FE ~ 0 «bt.4
t8 77.95 50,00' 50. ~~.f 3 24' Q. 41' .3. ~ „~s JANUARY 1-DECEMBER 31 W I s,.8 , ° ' ~ ~ % „54.5 . / o / 0 45
~ ~ Rs0.0' j s3.6 SS.t • 75~ TALL FESCUE T ~ e~ 31 ~ ~ ~ \ ~ 3'~' % • 104 • 021,250 , .F, 6,.4
~ ~ t.__ ~ o 57.52?2. BEND C/l - 6S 50 PENSACOLA BAHIAGRASS 1 - 25, 39 s.F. F ~ ,~.a.--e-'e'-+ ~2. 32,24 ; S'F. ~ , A p ~ n ~ S ~ „ 00' ~ ~ 4 es.o fit,..
1 ~ s7,a se.a "'~*y ~ r' 500yy FERTILt ER o ~ ; 7.oox ~ ~ ~ , , . ` A Z Q ~ ~s 4' \ 22 ; ; 2-SEDIMENT " / 44 r ' , ENT V 21,25 S.F. / ; f \ o. EXISTING STATE ROAD INTERSECTION DETAIL
4 gl 40 86.3. 125.00' ~ \ i ; CHECK,T3AMS ; , OOfl~ LIMESTONE to ~ d _ _ \e °~o ~ 52,B7s s.F. ~ , SAMS • ¢ ~ « ' ~ ~~G 'se.~ s9.e ~ 00 ,,b,.o N.T,S,
',~.z 9.76 r'' ~ s „65.o p0 ~ . oo 0• . ~j QJ s 43 1~
~ ~ ~.c..... ~ 4~ , 60 Y N -a5' BENDS ~ 60 ' ~ ~ ~ ~ ~ 21, 250 S. F, Se,e ~ 1
~ 'ano Sp IN~ 51.70 „s~.a le ~ 6 ~ a•_ I!. 15 RCP ~ , 1 61• s7. see ~ ~ , t2 G , B ~ ' ~ ~ Q P~f6J .0 0 ~ F. AGRICULTURAL ~Q ~ 0 0 eo..«
1. THIS SITE IS LOCATED IN 51MPSON fiRE DISTRICT, ~ ro „eos \ „ ; - STONE AP ' ~p 56. - ` .3 ~ . " 2. THE NEAREST FIRE STATION TO THIS SITE 15 0.3 MILE AWAY, ~ _ ~ ~ oEPrH • z2 ~ ~o~ 5e'' 'a SUSAN ARDEN TUCKER HATCHER / P • as ~ ~ \ ~ ~ ~,~a a ~ MB 3a, Pc 9a
a 32 36 , 3. WATER SLIPPY TO BE PROVIDED BY EASTERN PINES WATER CORPORATION. „eo.r• Q 25,123 S.F. ~ ~ ~ "!y Ag. - a> , / ~ '1 ~ 0 5 ,`1 se.s >~9.3 DB 257, PG 254
4, ELECTRICAL .SUPPLY TO BE PROVIDED 8Y GREfNVIILE UTILITIES COMMISSION. o a 7s 9 7 S.F. a~ ss ? Es ~ - ~ ~S:o ~ ~o., ry 33 „s INV. s1. ~J '53:9 \ ' 0 ~ ~i c . 5 ,
5. ALL PRQPOSED UTILITIES ARE TO BE UNDERGROUND, S`t 23,278 S.F, rn 35 x.o S- k R+ .J ~ % r 23,46 S.f. cv 1~ ~ 1 - 0 42', SHEET 1 OF 5 COMPOSITE MAP & EROSION CONTROL PLAN ~6
6, SEWAGE DISPOSAL TO BE BY INDNIOUAI LOT SEPTIC TANK SYSTEMS. e,.e 1 _ 23 918 S.F. 2-SEDIM N 'ctn. I 99. - 1 FH ASSEMB 7. THIS PROPERTY IS NOT IN A SPECIAL FLOOD HAZARDOUS AREA AS ?p ,eos • 591 cK AMS ` 'S s' LOCKED F 75,090 s.F.,~.+ X83 SHEET 2 OF 5 PLAN & PROFILE, SHERWIN DOWNS DRIVE, STA. 0+00.00 TO STA. t 1+57.2fi '~-FH ASSEMB - ss.e SHEET 3 OF 5 PLAN & PROFILE, SHERWIN DOWNS DRIVE, STA. 11+57.26 TO STA. 19+37,06
w ~ ~ + 2 DETERMINED BY THE DEPT, OF HOUSING AND URBAN DEVELOPMENT, REF. FIRM e1•1 'se,3 a 1. ~3p r--- v ;e;TEE & VALVE ~ y 6 LOCKED RANT SHEET 4 OF 5 PLAN & PROFILE, KEAGAN WAY ~ ~a TEE & VALVE
370372 0260, DATED SEPTEMBER 14, 1990. ~ „ h' s" FH 8 FH s,t SHEET 5 OF 5 WATER SYSTEM DETAILS ~ 00• 00 s7a •
8, THE NEAREST-FIRE HYDRANT TO THIS SITE IS 300 FEET AWAY, „eo.) ~4 t IN aaLF 2a RCP ~ ssd,, ~ O. p0, y 0.30x wJ 2 FES _ ,z SO 9. NCDOT DRIVEWAY PERMIT AND ENCROACHMENT AGREEMENT 1S REQUIRED. I 31 FES INV. 51.50. r L r J`0 "5" ' se.0
10. N ON TR 71 T I TI I eo.a t t F. t ~ '•x, 0 C 5 UC ON 0 BEGN UN L APPROVAL OF AN EROS ON AND e',, 2 ,s 3 1s. ^3~ ~ ax12' c~+§~ e, - 4 41
SEDIMENTATION CONTROL PLAN BY THE. PITT .COUNTY ENGINEERING DEPT. g~~3~ „sss ~ ~ j sTONE APItoN ~ s;•~. t I 4e.z r.- 2 ,2 100' S0' 0 100' 200' 300' 21,2 S.F.
11. ALL ELEVATIONS ARE RELATIVE TO MEAN SEA LEVEL DATUM, } S,Op „ '"ss,o ; t n ~ DEPTH = 22" eo.q, 3S,p0 38 '1 ~ w '9 toNS x.a 40 GRAPHIC SCALE: t " .100'
$ ~ N . , ~ ~ „53.9 o: J lg•3 8g ~ 40,788 S.F.' N 39 ~ 21,442 S.F. «53.9 a 21,aa2 s.F. ~ o REVISED 10 14 02 MITIGATION
~ I s4,z" S8' 2S' ~ 56,524 S.F ' 0 n.e / / ( )
w ~ I" ! X9.7 TB St. ~ .7 1 022.6 j ` 52.4 S " ~ C/l SD. ~ r~ „53.5 r / „ I r TB St. ~6 S6' NOTE, EXCESS SPOIL WILL BE SPREAD SHEET 1 OF 5 REVISED 06/03/02(EPWC COMMENTS)
24 ' i TB 1. 50.7 ' EVENLY ALONG THE FRONT 1/2 OF COMPOSITE MAP & PARCEL # 49704 09 ALL LOTS OR WITHIN THE DISTURBED EROSION CONTROL PLAN TAX MAP 5616.06-39-7090
"S).I S4:( S.p~, ( I 53.5 h~9 WETLANDS ss~" ~ a .s4. I y h. ~ 0 ~ss.o «57.7 AREAS AS NOTED.
f , AGRICULTURAL ~ ` i i
„ss. ~ + R w SUSAN ARDEN TUCKER HATCHER ' ~.~x 6
i ` 9.9 19 I dti'y SJ.) MB 38, PG 94 1~ C.pO.. ~ s3.7 «sb.e
DB 257, PG 254
„~9;• „4r.a P° REFERENCE; DEED BOOK 1290, PAGE 338 OF THE ,sr.e ~o
1 EI s3.o 6, B, 8, \G PITT COUNTY REGISTRY
pRCH SHOULDER PAVEt,IENT SHOULDER PITCH 5J'~ „SJ.S e" s QJ S0' +~t'""""rn, GRII~ESLAND TOWNSHIP PITT COUNTY N.C. M1,y a`~St,4 ~~n! y'~ i
WIDTH VARIES / as • `+c/ Er
1 4" R Ft. 1' R F 7 EXISTING GRADE EXISTING GRADE .9 PER FOOT PE a ~ ii o X510 OWNER: BAY PROPERTIES, LLC 4~, ~
~ DEPTH ,IL~! 1,;,~,-~,t1;=~!i- ~ ~ n_iii_T~n_ui-ll_ _ ' i 40~ ADDRESS: P.O. BOX 336
s' oR e'~c 1 1/z" i-2 ~ '~=Ill= VARIES i~ ~ Z WINTERVILLE NC 28590
ICCC OI AAi~
J L. L. F L.P5IY 5:1 5:1 L 4-3- S -ft z PHONE: [phone]
COARSE AGGREGATE y0~• su
TYPICAL STREET SECTION
N.T.S. NOTE: STONE DEPTH TO DETERMINED Y SU TYPICAL SWALE DETAIL fit B s Baldwin and ASSOCIATES DESIGNED: MWB APPROVED: MWB/JSJ ENGINEERING, LAND SURVEYING
SUBGRADE SOIL TYPE. A - AND PLANNING DRAWN: DWL DATE: 05/02/02 CONSTRUCTION ENTRANCE/EXIT DETAIL. 1015 CONFERENCE DRIVE
A GRE NVILLE NC, 27858
(252 756-1390 CHECKED: MWB SCALE: 1 = 100'
ACAD 2000: SHERWIN MEADOWS-COMP
C&C FILE: SIMPVEJ
i