20031184 Ver 1_Site Plan_20030922

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r~ \ ' CONTRACTOR SHALL INSTALL 10'X10'X3' TEMPORARY D'X3' TEMPORARY , , , / .7 ~ 3 ZF 1$"- ~ / ~ ~ r 1 ~ I 1 x BS.B ~ i i
I It v v ~ SEDIMENT TRAP DURING CONSTRUCTION .UPON III t \ \ 9~ THE INSTALLATION OF AGGREGATE BASE COARSE, .TION .UPON 1. ~ ' ' RC~ 01.00% 5~ ` ~ _ I ~ ~ I 1 I ~ ~ ~ ~i s2% , , i' , BASE DAR ~ ~ ~ 57.5 - _ ~ ;x54.8 ~ i I 1 I 1 I I { 1 ~ i ~ i , ,i i i ~ , C SE, / 1 ~ - _ i , , ~ ,
i I \ \ LEVEL SPREADER SHALL BE INSTALLED. \ _ - .LED. - ~ / f ~ ~ ~ ~ ~ t 1 ~ ~ ~ ~ ~ / ~ i' i i' i
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- . 1 v , . v , ~ sEw - z, 1 ~ ~d5 \ k~\ \ 4b \ a` \ \ \ ~ \ I STA. 7+93.35 OAK HILLS DRNE N `x ~ ~ ~ x25.z/r r! ! ! i 3~•OX b ~Ob,`~ \ \ \ \ i7LF\ L TO C l M++ H9 3'1~ATERLIN ) I ~ ~ ~ r ! ~ v v v 5, v v v 1 a v~ v STA. O+tlQ.00 DUNBAR COURT) ~ ` r / ~ i i i - ~ , / / i i .~i x _ ~.1 .i ~ 3 li~ (I) / i i i x l1 i~ i / i i A ~ ~ 33.0 ~
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_ - y~~ \ X55.4 - - _ _ - - VI COIAIAON AREA ~ EAM !MP CT TYPE (BARRICADE ~ N ~ MHQ~
! ! l~i~/ ^ A I I I D Bi ~ 27,M ~36.~ ~ ~xb:4- A~~~ ~ ~ ~'r- ~,°.9 r . ~ / ~Q° ~ . ! / ~ ~,~W~~~'~ ` I I I I ~ I I I w A y~~h'~~ - ~ ~~~~x,.- 57 ~ _ 4~ E~i-S~E~.- ~(II ~ t / / ! i~ A V l GUARD RAIL ~2. I 1 ( ~ ~ A ~ ~ ~ J ~A~~~ ~ _ _ - i, ~t0 .W - - - .AREA B ~R Z
~ , '9`~,~~,~ v I I I _ ~ ~ v ~ ~ v ~ _ ~ _ SERVICE (TYP) _ 10! ~ 0 / ~ v I _ I ALT. 1 EACH END 1 ~ `vim ~ ~ 4 ~ - ~-X35.3.,_ _ / Q I /1~H T-- I I 1 v TYP 30 v ~ Q ~ ~ ~ ~ ~~V ~ ~ - _ 655.1 ~J / EME \ WETLAND ~ / ° .oo ~ GENERAL NOTES ~ LIMITS ~ E~'
1 ~ ~ ~ ~ ~ ~ tv r ~ 1 1 ~ III ~ ~ ~ 1l I I III ~ CD~~ ~ ~ ~ ~ ~ ~ ,y~.8~ ~ ~ `----54___ ~ f t~ o GI REVISION: 09/17/03 DEM COMMENTS. pg~g18 + o; 1. UTILITY CONTf~ACTOR TO VERIFY EXIST. ELEVATIONS PRIOR REVISION: 09/02/03 GUC COMMENTS. l
~ / ~ ~ 'I ~ v~ v ~ ~ ~ 'k'~ ~ A ~ ~ _ ~ - 54.3 ;~v ~ 7~ / 1 1 /V ~ / I 1 ~ A I I p~ I ~ 8.7 x v ~ ~ ~ ~ yrr _ _ ~ 53 ------~T,_ __---------x 54.04 ' ~ 4 r I ~ ~ / I I v S.T. P ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 42 ~ 7`~. "-x, ` 52 _ 53,5 ~ / / I 1 )I x~~ ~~~.~~4T1-__ "51. x / 1 CONFLICT BOX 1 ~ ` ~ _ TO START OF CONSTRUCTION. \ ETLAND X12 RELEASED FOR PERMIT REVIEW & BIDS: 06/04/03
. ~ ~ ~ ~.n 1 I v v i ~ 1 ~ ~ ~ v ~ ~ ~ - _ 52.0 ix 1 > ~ ~v ~ ~ - ~ _ _ ~I l 1 LIMITS 7 2. WATER VALVE BOXES ARE NOT TO BE LOCATED IN CURB I
~ V \ I ~ v - - -x- - ~ j I I Z~ 0, V 1 vv \ j I i ~ x v ~ ~ , - _ ~ v ! PRESSED ~1 i AND GUTTER ECTION.
~ ~ ~C v v v v 1 ~rS, ~ -..~1.327s ~v ~ ~ _ .2 - - - v o HANDICAP / ~ 1 1 I ~ i x 7 ~ \ _ ~ f ~ \ 5 \ \ RAMP TYP 4 43. \ \ 0 \ \ 2~ ~ 2 3 ^47 ^ ~ 1 r' ( ) ! ~ x ~ 1 1 I I a y ' ~ x~' ~ ~ 1~ - _ _ -48.-5^ _ \ 0' EL~TRlCA i ~Q 3. PIGGWG PLAN TO BE 5UBM(TTED PRIOR TO CONSTRUCTION. SHEET 8 OF 12 ~ ~~~~c °N 4. SANITARY SE R PIPE LENGTHS AND GRADES HAVE BEEN VERTICAL SCALE: 1" = 4'
~ I I ~ vvWty i ~ 27. - ~ ` _ x _ `1 v EASEMENT v 'E ~J \ \ \ _i~7 ~ x2 \ I ~ I T 8 : ~ V A VAV y v v A v v 3Q.7 X2.332.51 32.2 - - ~ ~ ? ~ ~ 53 I v v~ A v q~ \ l\\ \ ~ \ - \ Q' 32LF 15" 0~ CALCULATED F MIN CONSTRUCTION DRAWINGS HORIZONTAL SCALE: 1" = 50' (t Q 0 SIDE EDGE OF MANHOLE TO INSIDE EDGE ~ RCP 00.60%
~\I 4 !4 / / ; 1y 1 Vvv v v~w~vvv ~ vv 3 ; ti x 27~ v ~ ~ ~ ~ 1 V A V A i A_ x x ~ ~ ~ ~ ' > OF MANHOLE. ~ x s
x ! \ J\ x 27.9 ` ~ \ [P 0 V V ~ \ \ \ - 33.9 \ ~4 x2B.tx28.4 ~ ~ \ ~ ' \ ~ \ 'v \ ~ DISTURBED AREA 2 ~ \ \ _ \ \ \ , ~ . 27.5 x26., 27,g/" - ~ ~ . 4~. ~ I 0, 56 5. WATER AND SEWER SERVICES LOCATED ON THE SAME SIDE 9 1 OF THE ROAD AY AS SIDEWALK SHALL BE LOCATED. 6
- / .r rte. \ - ~ ~ Po ~ BEYOND BACK OF SIDE OF WALK. o 'A
~ ~ ~ 1 \ Z5.1 \28.2 ~~-~.~3,7_ y ~ l ~ ~ Lrr 06 G / „ 6. CONTRACTOR HALL INSTALL, TEST AND APPROVE NEW 10 PHASE V
DISTURBED AREA 1 ~ \ ' __l~. 26.4- ` \ \ \ ~~2.9'~, ' ! \ W s 1. ~ 9 FORCE MAIN P IOR TO IN T L N o. 5 \ S A LI G WATER LINE.
v >~v ~ 1 v v v 1 1 v i~ i A 27.9~"Ti A V 1 \ \ \ 1 x~ I 146.4 ~ N T ~ 7, CONTRACTOR SHALL UTILIZE WATERLINE PIPE THAT ALLOW FOR REFERENCE: DEED BOOK 583, PAGE 50 ~F \ ~ DEFLECTION A THE JOINTS. MATERIAL INSTALLATI N R OF THE PITT COUNTY REGISTRY c~ c9p pg~B17\ 0 ECOMMENDATION
~ .o~sa.e v 1 v v v v ~ v I Ix Cp SHALL ALLOW MINIMUM DEFLECTION OF
S ~ I I v 1v ~ ~ ~ `v ~ ~ 1 ~ CO ~ ~ ~ _ c F` ~G ~ t v v v ~ I I A n ~ ~ GUARD RNt 3 DEGREES PER JOINT. GREENVILLE FALKLAND TOWNSHIP PITT A ~ ~ _ \ r -r. COUNTY, NORTH CgROUNA ~i0~` a. A.T. i EACH END ,
L g:y ~ v `v I ~ m ~ ~ ~ x6 CAL INTERSECTION ~ ~ v v, i (TYp~ 60'x30'x6 CONCRETE I MH6~ , ~ ~ gyp, 25' 25 ~ OMEGA BRIDGE
'L9 STA. 0+00.00(OAK MILLS DRNE)= ~ ` 42 C C L CUR DATA STA. 31+14.98 G LF V yqP~ (0 IEW DRIVE) s., S T TYP DEVELOPER: IRONWOOD DEVELOPMENT, INC. R DATA t'I) wETLANo \ F ~~A 90LF 15" LIMITS Q I MuNgNyi4 ADDRESS: 200 GOLF CLUB WYND
~ C ~o\ Oj CP ®7.70% AREA WETLAND ~ G EENVI I v ~ R LLE, NC 27834
Q Q ~ ~ a ~ DAK HILLS DRIVE ~ cuRVE R o~ A i ~ EVE R ~Q~` ~s ~ ~ ~ LIMITS Q' ~ ~ ~ PHONE: [phone]
G _ ~ G ~ R- 200. .oo. ~ 1
~ ~ (50 R/W 36 B/B PUBLIC) o = a5' 1'SO" L= 1 so.l ' \ ~ " 45' 1'50" ~ \ B ~ ~ v 60.1 ' ~ x G / ~ . ` ~ ~ tt $a W ~ .DESIGNED: JSJ APPROVED: JSJ
J T= 84.61 ~ s2 ld In ~a nssocrAl~s 14.6, \ s ~ ~ s B DISTURB A~ 2 ~ '9 \ ENGINEERING, LAND SURVEYING
CH= S 6 12'24" E 155. ' s s ,z'z4" E \ F'p DRAWN: s ~ DF/KWH JJB DATE: 06 04 03 155. ~ ~ AND PLANNING / / / ~ ~ ~ 'p ~
DISTUR ED ~ 1 ~ ~ 4i 1015 CONFERENCE DRIVE B AREA y ~p ~y~ ti~~~? ,A GRE NVILLE NC, 27856 CHECKED: JSJ SCALE: AS SHOW I
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r f / \ V 1 a; x .9 ~ 55.3 ,_~6.8-, I I 1 ~ , „~.4, ~ , rr~ls . +ar SA~r. / , ~ ~ , ~ , - GENERAL NOTES 160.0 x~ ~ r d 1 r r I f ~ 1 ~1 11 _-62A 6 7 x _ j r r ~i~ x 814r Y 1 LI ~E% ' / ~ / 1 I ~ ~ 'F2.3 y -
1 I r l l l l l l _ 56 I x,37.¢ i 1 l l f r ,9 I I 1 ~ ~ 53.9 ~ ~ x~ x _ x _ t I ROG w Y ~ _ ~ ...x5T.t x88,1 ~.9 r 1 1
~ 1 ~ 1 I v 1 v FAIR ~ - se.o _ - ~ ~v `v v P'AI v 1 ~ 1 A A x ~ ~ x--- = A i / ` v ~ i' ~ x 65.2 ~ `-RwAY I l ` 1 ~•4 / x~' r i/ r ~ r r r rtr r xsr} ~ 1. UTILITY CONTRACTOR TO VERIFY EXIST. ELEVATIONS PRIOR ~ ~---t ~ x 1 ~ x i /'/r r rt r r ~ ~ i/ i' r 4yt~ I `ti l' i, , 3.Y x~~ i 59 ~ ~ / l / i I > ~ 1 1 I es.o~ r ,3 / ~ so[ / / r r t, ~4~, I~w,a ~ , , TO START OF CONSTRUCTION.
1 I ~ _ ~ 5§. 55.6 NpRTa( \v A 1 1 ~ - ~~18.3 'S2~ - \ A _s.r 3x_,..,.,. ~ A ' ' 57.7 ~ i7.7 ~ l x ~ x81. / i 1 x§2,5 x~fx i i, ~ ~ ~ l r l l /I / ~ I i• ~ 1 2. WATER VALVE BOXES ARE NOT TO BE LOCATED IN CURB
\ 1 1 S 45 x ~ ~ ~ - - 55•Lt.."'x x- ~5`` \ ~i I v V l ~ ~ ~ ~ ` ~ > - -..-`r'^ ~ ~ 64.8_ `g 2 / / x I ~ ll \ ~ ~ ~ ~ _ •3 _~1 ~~:.4 _ '~R TH s4.z.:z-='~`=- x ~ r MQ 4 \ ~ \ 1 \ \ ~ ~ S,d' ~49+L..~., ~ ` 49.4 x x-. ~83nz-•==~--=4 `SS_2 ~ ~ x j ~ _x 80.3 ~ ~ / i' \ ~ ~ / 83.7 , , ~ ~ ~ / / / 1 ~ l / x ' 1 f~~~ i ~ ~ 56 i ' ' //i ~ p~.Z~~ I a Ii~~~~`, 40.8 ~ ~ ~ se.ax ~0• + i , / ~ , ' ~ ~ i, , / ~ jfgRr 44 , +la ' . 1 i AND GUTTER SECTION.
~ P V \ V A A A V~ x x - L1`v k~~ ~ ~ `'51.~~ x~ x x x \ ~x 54,3' x - _~Q_.`470~ ~ ' ~ I G v v ~~PATHr;.~- x - _ ,x~ ~ _ ~I x ~ X .9 ~ ~I 91 56 1 k.~ ~ '"'1 _49.6 x ~ c~xoa~ s, 7 xszs 1 ~ , ~ ; , , ~,h; ,I i~~ ~ I 3. PIGGING PLAN TO BE SUBMITTED PRIOR TO CONSTRUCTION. / rx"-- + ez.'-' `I ~e~'31 ~ i ' ~ '~sa' ~ / ei I z a1.3xlll~ aye ~ 4. SANITARY SEWER PIPE LENGTHS AND GRADES HAVE BEEN
4.2x\ 3A.1. ~43.9~~`44.3 ~~°x.~a 53.2 63.8 54.4 5 ~ 55.2 x x 1~~~•'Sk_-~57.p~1•"``...1.. 55 ~y J „-fx ~x~"v ~ ` - x / / I ~ 6 \54.1 / 65,5 ~~i i 98 S\ ~ _ ~ _ . x~x / i3C8 I i A ~ i 67.2 / ~'2 f-x~,3 2.D~_•_x ~ x84.7~~ 1 ~ ~ ' ~-~~,r% ~ i /~i' i i Oi ~ IJr .1~~1 39. 1 ~ ~ i s~2 , r r , , / , , , , I I i .n ,I 1~ CALCULATED FROM INSIDE EDGE OF MANHOLE TO INSIDE EDGE
_ _ ~ ~ ~ i~~&43k~ v - ~ ~ / ~ i' ~ A / 1 i' 1 57.4 x '`,,.J _ x ..56,9 1.,~ ~ -~-i.. + ` x62.o ~1al.I ~ ~ ~ ~~`r r r r r l ~-f~,~~r2~1 %~>-rC ~ / ~ x~a,~ II 33~~ ~ 1s ~ ~ .'e ~as~ I t x , , r ,,'x r r ~ . a-r ~ xl I , ~ ~ OF MANHOLE.
~ x 3A9\ \ \ \~-x43 _ p / ~ / 4 / i--~ ' / / \ / / 1 ' ,57:5 x ~ x''56,8.. . 38.1 ~ V A A 41.0- x x / / 7 i ~ ~ / / / / i v .~i24 / / ~ 56?9v x FILL FORCE MAIN,~WITH •6 \ v v ~ _ ~ 41.1 / t ~ / /l ~l i / ~ - ~ x53. i /l 1~ x65.2 ' v 59.4 , x''56,6..,.. 1 ( ~ 4~l /i' Sq~B ~ xl `lY..'1 ' / i i + ~ 1 ~ +V A I x - ` per,`,, ~~y - ~ r,~ i ~ , 4sa s/ ~.~3,D II ~ I ~ y 3,a , , ~ ~ 5. WATER AND SEWER SERVICES LOCATED ON THE SAME SIDE x p ~ ~ ~ I 149.4 ,x / ~ ~ u ~ + ~,4 ` A ,csa"y''a; r ' ; ~ / .7, I v 37x64 + + '~`3T4x ;~,y OF THE ROADWAY AS SIDEWALK SHALL BE LOCATED fi'
GROUT THRU E , v v v ~ x~,5 , i ,~,y / \ sae RIPARIAN BUFFER 29.8 vx v .9 v v / / / / ~ / ~ i / ~ 56 ~ / / ~ , x v ~ I ,e ii11 1 r w I ~7 ~ WL _ 1 ~.6 ` , v , x~DW / r ~ ' , , x ~ ~ ~ 11 ~ NOTES FOR INSTALLATION OF A K.
C/L INTERSECTION ~ ~'1 v 1 1 x i~ ~ l i / i ~ / ~ ~ / / / / ~ ` / / 57 v, ~ I B8 _ \ x ,8 / x4.5 ~ / / / 1 ? / i / i - ~ ` / l ~ I ~``~3ggs ~ syr'x, ~ , ' / ~ ~ ~ IL\. 36.51 1 ~ ' 3a.5x ` ` ~ ! -MAT 7 BEYOND BACK OF SIDE OF W L 68.7 5T.~~ x80.0 ~ x--~ :fix ~ ~ , i 55 / ,~44,~ ~ / / r i i .1 ~ 1 V A ~ i ROLANKA I ~ "~so;4-~ / 53/ x , I ~ 6. CONTRACTOR SHALL INSTALL, TEST AND APPROVE NEW 10"
STA. 31+14.98(GOIF VIEW DRIVE)- ~ ~ 3 x34.w ys.4' ~ ~'1 „ I / , ~ / / , ~-,w6~6 ~ ~ _ _ xss.z - / xsfis.~-' ~ STA, 0+00.00(OAK HILLS DRIVE) - ~ _ v i I r i ~ / , _ - ~ ~ _ - / - ~ ~ ' ~ / ~ ~ ~ / yr.4 ~ - ' + ~ FORCE MAIN PRIOR TO INSTALLING WATER LINE. 5 ~ "_--~`ao., ; ~ i ~ , , ,i i ~ , I , 1 1. SEED AND MULCH PRIOR TO INSTALLATION.
8, ` ~ ~ A V 1 I I C r I / / 6~ ~f / / / / / 7^-~ ~'R69.,2~ _ '_'-x56.L___-' 8 v '0 ' ' /i ' ~ ' ~ ~ i ~ r 1 "ANCHOR AROUND PERIMETER. 7. CONTRACTOR SHALL UTILIZE WATERLINE PIPE THAT ALLOW FOR ~ ~ ~ / 9' l ~ ~ ~ 2. KEY IN FABRfC12 X 2
2$ - _ 1 v ~ ~~vvx34.A~ ~ I II I I i f i ~ I 8~~C6" LOCKED HYD,~ANT TEE ~ - / I v ~e.a ~ ~ ; ~ , ~ / / '372 + ~ DEFLECTION AT THE JOINTS. MATERIAL INSTALLATION RECOMMENDATI N - ""~`~~~D ---x~3.z ~ ~57i~i ' ~ ~ ~ ~ EX ~ MH ' 3. INSTALL STAPLES. _ ~ , ~ ~ / , / ~ ,t ~ SHALL ALLOW A MINIMUM DEFLECTION OF 3 DEGREES PER JOINT.
s/~ J, sS.o ~'v v ~ v I I r r I / I r l 1 6 G.V. / r ~ _ / I v v / 4 \ .5\\ ~34.5v~ 1v ~ f I 6 .7 / I 7 ! ~ 1 r r 1 / l j ! ~ v I ~ A x67.9 'x67.3 -s~ - 5e5ia-, ~ ~ 52,, ~ ~ , /x3.U~f~ 37~~0 ~ 1 1. ' ~ x~~:~ _ 4. OVERLAP 1Z . - ~ ~ , , , , , - 33 xNV. ~ 3o.4a , ~I -
v ` ~ v, 1 1 x~ r r r I I 1 r O~ZLE ~ELV. 44.60 / ~ v / f v v , I 1, .per 1 1 I f 1 r r / l l Z$ v / i , v 57.6 / \v I l x ~•t 1' 1~ ~ 1 I ~ I r! I r r l rg" G~V, / ~ v ~ ' ~ ' ~ ~ ~ ~ ~ / ' INV.~ouT 30.35 ~ ~ ' ~ ~ ~ ` x~+.k STAPLES WITH A PATTERN OF L=4' AND W=2 . 57.8 ' i i,~ i i, ~ i i / l , i ~ ~ I ) 33, x l~ I~ 5. USE 8
e.B ` 1 f f l r I r8"X6 4tEDUCE / ~ v i I l vv vv x Q~ ~ I 1 t r / ~ _ TO ACCESS DISTURBED AREA 1 1 1 / a~ ~ ~ 32.9 1 1 1~ f f I ~ f i f I i / I r / / ~ ` / h I v,--~~~ - CONSTRUCTION USE EXISTING 1 11' a~ v b ~ ~ 11 i v111 1 I f i i i t If i I r ~ r / ~ ~ ~ `v o r I v 3~ - - `-X~~~ ~ 5;-'- ; , ~ _ I ~ . ~ C L CURVE DATA 3~ . ' ~ i i ii'_ RADIUS PQIN'f / / i ~ _ 1 ~ u13314 33,3
GRAVEL DRIVE v ~j' f a6 f XI Ti r I Z / v a; ' 35a ~ 11 w 31.a r i v 3'3s I f x f L ~ y f f r / / i ~ ~ v / h I ~ ~i- _~4ai~ ~ fA: ~12~21.17u~'4 RIGHTi i' ~a~. ~ m '~i ~ i ~ x
BEND'wSZLa ~ rf f i v v v v 1 ~,9 1 T B& MQ 1 t ~c,6 < / s~ ~ r~ ~ vv ~w I ~ 65. ~ - ~ ` x I f ARD RrP v M v v 1 v v v v v ~ /~61.~ DISTURBED AREA 1 ~ ~ ~ I ss /~Sa,%~w3 - " _ - ,-"..50~ ~ _ l / ~ ~ 1A , ~ x I + '55.1 r _ _ ~ X i i5pty. >P • i .32.5 ~ a a p M n
~~yy ` ~ 7 r+ I OU 1 v ~ v ~ v v v C L y~TERS~110N x v r , v v ` ~ ~ i IA.T.r1 EACHIE{~ 'Z v 1 44 ~ vo v vv v 11 v v ` ~ ~ ~+53 1 LF VIEW bR st k s~.o ~ v s6,o ~'a4.e~ ~ - _ -^`~~K~u~,,,~~ ~~1'/ ~ ~ .r 32.4 r ~ I (TyP) \ ~ 1 \ o \ \ \ \ \ ~5Te' 3 ~ ~ IVY 1 ? CO ~ 1 0 'v~, x ¢lp//.,'"" - .a9'"" as,.-J ~ - _ ~ EsM~• L a ~ 1 `I x .3 CURVE ~ CURVE J CURVE K _ -x43.3- - 47 - - - _ 4D' 6" 91P/ WATER ~ ~ ~ x 2.8\ I - .00' R= 200.00' R= 200.00' _~g"' --±4~- /1 ~ ~ ~ R- 200
""'~+N v ~ 4t I ALK DRIVE u~ - ~ ~ STA: +00.~ R VER / v ~y ~ `r 1 1 v 1 1, ~ ~ v v v v I vv v v 0 ( iN 1 v INV 49.00 I 49.00 1 sv:.--- " ' i lAl~ 1 t ~ + ~ ~ - ~ ~ ' a ~ ~ 1 + ~ - 36'04'08" ~ = 31'19'43" ~ = 31'19'43"
~ CB15 I o~ 1 t ti,,~~ 1 v ~ 47 v v ` v ~ 'v ~ ` .....M M 1 I ~ i - / N Q/,~rv1' ` f \ ~ ~'C;N~ 351 1 \ ~ X49 \ \ ~ ~ 1 16 158. "6F?<., ~i 46 &45.a ~ i i 31.9-~.~ 1 1 - _~-~x - ~ ~ ~ ~ ~ C x ~ 1 x34.e x - _ ' ~as~ ."~x~% 'N, - _ _ ~ G'C0 vn ~s ~ ` i r L- 125,90' L 109.36' L= 109.36'
R h.. ~ E?'elx ,7 ~tD v\ 1 1 1 1 V A ~ b~ 1 1 1 y~ I w N r ~ ~ 1 h ~M 4• . t ~ •6 a ~ 42 v v . ~ I t 1 / 8.75% C~E d M~~ sl'~ I ~ - ~ ~p 4 ~"9r 1 I ~ y v) \ 1 ~ ~'1 A ` ~ A M -~--^-i`~ I 1 ~ 4 ~ ~ r ~ - ~ .o s ~ 1 ~ / T= 65.12' T= 56.08' T= 56.48' r Y i _ ~ ~ .f i - J 3 _ - " 4:~ , ; ~ ~4x- - - ~30.~\\ , / CH= N 12'10'23" W N 14'32'35 W N 14'32'35" w 4 4d' ~ - 30;4
Woo \ \ ~ u~ w 1 \ \~o ^ o \ ~ I 1 ~ CO 11~~1~ W 1 - - ~ I ! 1 x'±6:2-I ~,4 4 g ~ 1 43 ~ v ~ ~ ~ I 1 / 21 s 2 114 SAN. \ \ ~ 1 ~ ~ i \ INV 49:flA--- 12 , ~pZ) s-''' 4 a` 9 X2,4 a -aslll - ' _ _ 1 x x3o.e`~- r 123.83' 1Da.00' 108.00'
0 9(p C SEINER \ \36.6 , ~ \ ~ 1 w\ ~ + \ 4 ~ ~ ~ 1 i 1 \ \ p>,~ .98 ~ sa r I ~ C,, ' _ - ~ ~a 1`.. TO ` ~ v ~ v z 1 t v v v ~ v A ~ I I ,I / ~ ~ x / 54 r t ~ - x4rf 1 v v ~v v ~ 5 1 1 ~ 391 v v v ~ s2 ~ I 5i ~ t v M 6 s,,,.+'~"' 1"" a.,,,;~ f f 1 f i - _ _ _ - ~ ~ ~ x x m' ,6" PVC~' / ~ ~ 30.30 ~ - - , ' ~ --4rf ' ll" ~'aY'1k R!'fNE ~ ~ ~x3o.71 x _ , -y - _ 1n
Z' Q r 0 w s F v~ v v` v ~ I r i 1~ r~i 1 f} i 1 v U SA ~ ~ r>: ~ a o o` \ ` \ ~ I I I 1 r ,..•kw - 2 d~ $E 1 1 ' ~a ` i N , ,Ny' - _ ~ , 1. CONTRACTOR SHALL PROVIDE BY-PASS PUMPING TO CUT-IN MH1. ,j~ 29 ~ - - ~ xa~`7 ' 2. CONTRACTOR SHALL PROVIDE A BY-PASS PUMPING PLAN FOR ~ _ _ - 300 - a~!~$"'DIP SAN. SEWE~6 1 APPROVAL BY G,U.C. PRIOR TO CONSTRUCTION.
r,w P ~ r i l 1 1 ~ , w 1 w 1 v v E I I w 1 YO C~ 1 / i p1 r~ / , a w RCPT I r 1 ' .,~A'L TO I (r .:.-w''~~ -~4 LF 15" xza.3 x ` AN INCORPO ATED ~ ---qtr--=~~?" e.f?C ~®rpp`~.M n Pi.ex / 1 ,T-, 3. BY-PASS PUMPING PLAN SHALL HAVE REDUND CY R
~ rn 11 ~ I L 1 \ B C.V. ~ 1 ..Y gLEt L a 15 ~ i //'~"`3 ~ I 1 y r 33. C 1 r v I I ~ 1~ 1 g I ~ NV 4$1.00 6 ~ ' L' ~ x ' xz3.9,_-, 1. EXTRA PUMPS I ~ ,.IA93 ~ a" EWER '~D ~ - - {
C814 20L~" r~ 61 ~,,.,1 r 50 j~l?F,R ~ ~ . I I Ei \ / / i / ~ 1 DIRE _ E ° b -,vv v w 11 - ~ I i I r xx x42 v 1 u I ~ P f ATER i / a i 7 r'/ - ~ _ s ~ N'~ti4.9 t 4. INSTALL TEMPORARY POWER FROM CLUB HOUSE.
~ v ~x ~I04 ~ bra v v I v v y-~ v 1 1 RV~CE El'YP ~ ~ / ~ / /
RCP ®0.408 ~ x v v~~v '~i v V 6 ~ W~ vv v5 ~ 4 PVC S~NER I I I / ~ / 7 I / ~JB ~ i ~i/ / ~ ,4 3 v~' v`\~w -i v v ~ ~~t~ v 5 ~ v SERWCE (hYP) i I ~5~a,~~ ' ~ ;/i / Op~' 4.. ~ 10' DRNNAGE x 25' HYDRANT TEE ~ ~1 ~ x29.4 PLAN s
OBLCEI7 - - / ~ ~ v v vv v v ~ v I ~ ~ ~ ~ ~ .v / / / -Q 2l 1 / v v ~ 10' ELECTRICAL / / ' ~ - ~ / ~ / / J FSMT, • . 6" G.V. - 1 sti 1 ~ a - , _ _ _ 10 FLOOD _ 1 F 1 ~ - ~ 6" FH ' 40' LF 15" CLASS B - 9AR`F--`-----NOZZLE ELP.-32:O~b 1 ~ 1~ 3
'1 ~ P~0.69X V` ' BE ` A~ ~ 1~ v ~ 1 v v v 1 ~ ~ ~ v r ~ i ~'i~ ~ ' ~ i'~ ~ ~ / i ~3 / ~ se.9 x v 1 v EASEM NT ~ / i V / / i 36: ~ \ \ 4 v ~ ~ 1 i ~ ~ i~~~ ~i~~ /2/ -3tt x FRCP ®1,30%- 1 ~ c~ 'x , ~3~ ~ STONE SCALED FROM FIRM ~ 6" PLUG , ~ zb.e` INSTALL LEVEL AND FLUSH ~ 7.5 y .r • ELV. 26.00 , s \ x ~2~o y , PERMANENT OIL REINFORCEMENT WITH NATURAL GROUND
~ / / i ~ 32 ~ ~ \ V ~ ~ v / ~ / / / ~ ~ ? ~ 11 A V A ~ V ~ V 61.4 ,$1.d-`-- ~i iii i5 i ii'/i~ / j ~ i~ x ~r...~ 4~ iNAGE x i 1~ ~ ~ MATTING (PSRM) ze. / ~ _ FE•S1 ESMT. 1 ~ I OLANKA BioD MAT 70
y ~ ~ ~ / i / 28,4 ~3.3 V A/ v V A V A V A ~ ~ ~ ~81.Bx ~-x020_ ~'i~~ ~i ~ i~~~ ~ i i ~ / ~ ~ ~ ' l~ J_ ' x 1.0' EIECTRI~q~, ~ . _ _ _ 1 ' a ~ 2~ EASEE~~,,f~NT 7 INV. 2628' ~ SPREADER 1 ~ ~•~.o I
\ ~ ~ 60'~c 0X6` ~ \ \ ~ EPRESS~EB ~ _ _ ~ / 27. ~ / ~ GUARD RA L $ SS.a v v ~ - _ , _ - _ - , , ~ ~ , ~ v / Q ` ' -1 EA END / ~ C NC. OMEGA I 1 v ~ v v ~C1~9 61GAP ~ _ - /r ~ ~ / X,le1. , /~i / ,---k ~Ni ~ ~ ~ 1 ~ ~ _ ~ / r' 871' ~ 49 ~ 'i' / i / i A / / x/ / ~ 31.4 ~ NAT 9ffX ~ BRI(~GE 3 e v vv W.7 v ~ ~ ~ ~ `3r'7- _ ~ _ , ~ „ , , „v / ~ _ B ~ _ ' ~ / 27 _ x ~ x ~ _ YIL ~'31.4x 'x22.4 x x~'4 ,-D=1'
i i ~ ) ~ / 9 x ` V A A 1 ~ ~ RNmi~ ~1~,---~,-"` i ii."~~ i.% //i"i: ~ / 3~ ~i' 29:g~_ 1~3 / ~ ~ /40 LF 24" ~ MANU L AIR vv v ~ ~ ~ ~ ~ ~ 2'-~,~2~ ~ _ - _ ~ ~ - _ i ~ -25-g,~~' 24.Z x25.8 W_4' 1 \~en `~h x ' - .'x28.4 -x24.4 , ~ d=1 VE ED A
/ ~ .50 4~ i i ~ ~ ~ i / ?i i ~ I /j . ?fix ~'r28,4 i / R LEASE ANH ~ ~ - / r ~ i / / x x RCP X1.00% ~ ~ _ / a- ~ / ~ ~ / / i / v ~x~ ~ ~ _ - --iii ~ i~ / /iiA~2.9.~/ 26.6x v 7S" ~ \ ~ . / l ~ . 26.9 \ x ~ ~ _ _ - ~ R~ ~i0X3GX / ~ ~S x ~k 3~ ~ j~.`?IIS--~~%~%'~•-•~'~~ i~'ii~ ~~i// x28_8 _v vv~8.4 --.x48.7 , ' - EX. MH ~ _x26_s ~ x2S.1- ~
CP NO. 0 GA ' x26. \ ~ 31s `~•3 \ LI ,,a~ v9•a. / / = - _ , `V 4 i x81.8 ~ / / i' ~i ? / i ~ ~ / i'~~8,2 ~ 29.E ~~s.a~ RIM 25.26 ~ .-='''s ~ 2s.? ~ - 1NV. IN 12.42 ~ ~ I x~l ~ _ INV. OUT 11.99 d
_ ~9R E oe~N AREA ~ ~ . ~ ~ - _ , ~ / x26a x~ \ ? i ~.0 ~ .x ~ ~ ~ `x• - _ 'ice ~31:9~~ii i/// x~-.,- 7 A v i ~ ~ ~ ~ ' v / / - i x27 _"30 _ b ~ ~ i J 33:1 ~ 3 ~ x - ~ / 2/// _ _ ~~i~ _-x. ~28y~1 i~82'4/f~/ '~~~"f9.9 i__ `6 ~ g ``A v - - ' / / / /''~--~-=~x33,y'~ - ~S 'i ?~~'~'vv "28.1 / - 30 ~l ~ \ Nf-1~ " ~ ~
vC v i ~ CP~t,18~ - --x- - 46 / i ~i / / v~,'~1,3 / / _ ~~C/ 28.1 v ~ i x31,4 ~ ~ i v ~~'~v ~ v 48$-_ - ,i / ~ / Y iii-~ ~i i / x26.0 v ~ / / 2g ' / 32,8x 32. ~ \ \ / / / ~ - x28.4 ~ i _G-- ~ -OPEN SPACE ~1 w x ~ \ _ ~ 1 PIPE OR (4' uIN iYP)
/ - - - - ~ / / 7/ ~/xi-` =_i 29-_~t Xi 279 \ / ' i / ~l- , x23.4 m 1 . ~ ~ ~ r ; ~ DITCH OUTLET ~ ~
/ x .7. \ O ~ _ _ ~ / / x _ _ i 71 / \ / ~ 0 1 26,8 ~ x 'Q \ - - ---41 ,42 / i~ ~~l I ~ vv / ~ I SQUARE PERFORMED
~ ~ x.181 f x25,8. ~ ~ 40 / ~6"x28:5~ x2 \ / / - _ 1 1 ' ~ 1 ~ , / i/ x27. 1°- \ \ \ i ' SCOUR HOLE (PSH) ~ ~
1 1 I ~ 4 ~IWB, v ~ - -STONE _ _ _ i//~ / vv ""¦~.,;v _ / ~i ' N (RIP RAP IN BASIN NOT B ~ ~ SHOWN FOR .CLARITY) i$E p WITH NATIVE
I ~7.3 2 8 / / ~ } _ 31.9 x ` - ,x..__ / / / r"'~ v / i - ~i 1 i ~ ~ ~ 2b.5 p~[~/~{~~~~p -~.M33.1--~__ /2/ / / / 25 ~ / i ~ ~ z GRASSES AT INSTALLATION ,
1 1 1 ~ .~7 r_~ i' ~ ~ .x28.3 \k D~17~g,y19f1FI~ O _ i32 -30 % / i ~ ° ~ / - v ;v~,. •s/ r` .2 ~ fS iN 29" OAK~R v 1 - _ 3 / > ~ a D m
- `x~ ~ - ~ 'x x25.3 ~ 32.96 ~ - t5` DRAINAGES ESMT.. , - ~ \ \ !y • ~ x38,7 ~ x 1 ~ _ - 100 i'ErtR FLOOD ~ ~ W
, ~9~ `39 - ~ ~ ~ t ~ ~p-lE 24" ~ 28.0,E ' ~ I '6 1 ~ 2a 45.00 ~ ' ~ ~ ~ ~ ~i ~ ~ • \ ~ ~ RCP Ofi00%` - ~ , / l / 1 BOUNDARY / ~ ~ 28
~~d~3~~ - ~~A ~~~w 5z5x~ ~ ~ -v.~ x ~ ~6~`.~~ ~ -..FEE- x ~ - ~i ~ / 1 A SCALED FROM FlRM~' / D„ ` ~
~t - ` ~ ~ ~ ~\~V A 32.0` v x24.9'v ~ ~ i I \ ~ ~ _ 4 ~ ~ ~ ~ ~V A k~ v~ Ax25.9' ` ~ `X6" L 4 / 1 \ \V , ~ ` x'14. ~ v ~ ~ A ~ V ~ ~ v A 24.8 ~ ~ A l 1 ~ x23.3 J? ~ ~ SECTION A-A ~ O~ 4 s~ 0
`'aff, ~ ~ x v ~ ~ ~ . x BED EVEC SPREA~ , v ~ v ~50.6`'~ ~ 47 ~ ~ ~ `~~8 ~ v~~ ` ~ ~ 31.7~~ ~ A ~ ~ V vv 6~ emu, - / ~ / 1 A 1 A _ `~45v ~ w ~ ~ ~ ~ v v v~ v ~ y 6 FH gp LF 24" - B 10 / v A v ~ I STREAM IMPACT i p x233 ,~,nn + ~ ~ F ~ V' ~ A PSRM d
` ~ ~ ~ ~ ~ ~ ~ ~ ~ RCP ®1.41% .o--- D=1' / ' 53.65 x~ ~ ~ ~ _ ` ~ ~ ~v • v v ~ v x326 ~ ` ` 8~ PLUG AREA 1 \ ~ ~ ~ ~ ~ D NATURAL
_ ~ ~ ~ ~ ~ ~ NOZZLE ELV. 31.80 CUT IN NEW W°4~ TEMPORARY SILT FENCE TO ~ 10" PLUG d°1 CONTRACTOR SHALL INSTALL 20'X20'X5' TEMPORARY Ek 'Q 2, GROUND
M I BE INSTALLED PRIOR TO » » VALVE SEDIMENT TRAP pURING CONSTRUCTION .UPON CONSTRUCTION OF DISTURBED C815 ~ GUARD RAIL LINER:CLASS B STONE e b i' TUCK ~0 ~Ri~4 A.T.-1 EACH END " T I H FI R FABRIC 9 43 Lv O~p~, " ~ ~ q / Typ 22 HICK WT LTE
AREA 2 THE INSTALLATION OF AGGREGATE BASE COARSE, CON~ST~U ~TIEROSION SCONTRO SED ~ LEVEL SPREADER SHALL BE INSTALLED. I i a M, ~ ~ , o ~
O ~ (DO NOT DISTURB UMIL DWQ .i Woo & ' ~ 'tea EX TIN NR Zo'~ t~91f~N• S o RELEASE VALVE
CROSSING PERMIT OBTAINED) ~ L ~ ~ ~ M C E'ER ® TO BE REMOVED $ ~l TO \ ~ ~4 ~ LEVEL SPREADER
V r~ ~ ~ r a~ I " 3D ~w XIST. fORCEMAIN ~ 8 S4N, S ~ ~ TO BE REMOVED NOT TO SCALE
N
IW~ ~ cB12 ,s c
50' R W 28'-36' B 6 PUBLIC p ~ ~ ~ r I C814 20LF So' APER 03 DEM COMMENTS. DIP F = M REVISION: 09/17/ M ~~?j,~ " s REVISION: 09/02/03 GUC COMMENTS.
m ~ ~..T` J 9 LF 15" E PERMIT REVIEW & BIDS: 06 04 03 o Rio e~ RELEASED FOR / /
~ ~ 0 4 RCP aID0.40% 0 58 a'^
~b~ 3yLF 15" ~ ~N 2 DBLC617 RCP 00.60% ~ C89 s
NG ~ ~ ' 1 Q ~ . , SHEET 4 OF 12 VERTICAL SCALE: 1 " = 4' ~ ~ ~
x~ ~ • R ~ CONSTRUCTION DRAWINGS HORIZONTAL SCALE: 1 - 50 m /p \ \
i I; ~ ~ .Q m '1 1 I /~~'a~ ~R
~ GUARD RAIL 60'X30'X6' ' V ~ CONC. OMEGA ° ~ A.T.-1 EACH END . ~ ~ CT BOX (TYP} / BRIDGE
\ 816 / ~ ~ 40 LF 24" - -
(b ~S" RCP ®t.00% ~ l ~ a" PvC PHASE V
~ Cp OONC 30MEGA ~ \ TERLINE M1v BRIDGE OPEN AREA REFERENCE DEED BOOK 583, PAGE 50
i ~ ~ ~ ~ F nurri OF THE PITT COUNTY REGISTRY
~ ~ \ 41 ` . ~ WETLAND ~ p• '(~1 ~
Q' ~ w uMITS ~ WETLAND ~ r~ ~ GREENVILLE, FALKLAND TOWNSHIP., PCR COUNTY, NORTH CgROUNA O , ~ 1 ~ LIMITS ~ ~ F ~ i ~ ,o
o . , + WETLAND 'P ~ 'Q DEVELOPER: IRONWOOD DEVELOPMENT, LNG
- ~ uMiTS ~ ~A I - _
Q A '9 I 2 3 ADDRESS: 200 GOLF CLUB WYND W D . ~ ~ j ETLAN ~ i / 1 ~ ~`r, GREENVILLE, NC 27834
LIMITS \ ~ "9 I ~ 4LF . ~ ~ . S `'wNGIN~~• 252 752-4853
l i ~ / ~ PHONE: ~ ) , 1 .~tp S ~ ~ + ~ HEN ~P,,~~`
• TEMPORARY SILT NCE TO BE INSTALLED P R TO LT NCE TO \ G I!!Jlglutll«? P R TO ~ ~ ~ ~ ~ ~ DESIGNED: JSJ APPROVED; JSJ Jp 4 +
CONSTRUCTION OF ISTURBED -AREA 2 I; DF ISTURBED ,c ~ ~ ~ Baldwin and ASSOCIATES
CONSTRUCTION LIM DISTURBED \ ~ ENGINEERING LAND SURVEYING IM DISTURBED ~ 1 ~ I~ AND PLANNING ORAWN:SDF/KWH/JJB DATE: 06/04/03
AREA 2 EROSION ONTROL ION ONTROL ~ RB NTIL OWQ ~ 1015 CONFERENCE DRNE ~ , GREENVILLE NC, 27658 CHECKED: JSJ SCALE; AS SHOWN
(CROSSING PERMIBT BTAINEDO li r IN D 'MIT ,B A E ) {252) 756-1390
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_ - _ _ I _ _ - _ _ _ _ _ _ - _ - - _ _ I _ - _ - _ t'
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ACAD: IRONWOOD PHASE 5 PROFILES

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~ SITE DATA ~ ~ lE. „ INV 45.51 x34.9 X30.8
~ o~`" TOTAL AREA IN TRACT . . . .77.434 ACRES z CONSTRUCTION SCHEDULE AND MAINTENANCE PLAN ~E PLAN fx. MH F.r/Sr ,~.a „~,.7
NUMBER OF LOTS CREATED....... .121 R/W =RIGHT-OF-WAY SEEDING AND MULCHING SCHEDULE PER ACRE v, .-,;;RIM 60.76 ~ / ~ ~ ~is.a 1 ' x _~,-~l ~ ~ ~~A v"~aT IN v ~v ~ .Cp I I 1 1 1 ,"~s l r i I VENTED
LINEAR FT IN PROP. STREETS.... 8,460 LF MBL =MINIMUM BUILDING LINE , 1. AREA IN OPEN SPACE .11.579 ACRES B B =BACK OF CURB TO BACK OF CURB CONSTRUCTION SCHEDULE. / v v:INV. IN 49.80 v ~t ~ ~ I g4s.e I 1 r j / •a~.7 , MM ~ EX. MH THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION \ `I ,1;~ ~ ~,vINV, our 49.72~•~ ~ t v v ,,~,e , / , „ 31 v I { i v ~ I v_' / ) I 6. ~ ~F, I t / / / ~ ae. ~^~'•+t`s"-_-_ ~ '7 - EXIST. 8" SAN. RIM 25.26
~ / ~r~RR AVERAGE LOT SIZE . . . . . . .19,014 S.F. EIP =EXISTING IRON PIPE OF S I I VA„~~//, vsY. ~"b7.~_5 qS ~ I~~ / b/ a,~s2,a.ri fN125.03~F~ EED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW. \ ~ , \ \ \ ~2a~' 1 ~ ~ „sz4 ~`'`~•~~s EX. MH ~ V. OWT 24,77+ - SEWERLINE INV. IN 12.42
_ SIP =SET IRON PIPE 1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS. \ v v ea 166„ses ~ ~1~~ 37.70 ~ INV• OUT 11,99 ^v v \ v , ~Ipb I 1 ~ ~ ~v ~Ca a1.t g 1 ,AC.6 DURING PERT OF ' /~v I - ~,v~~~ 1 + I INV.+ 3o.aa r „ ODS OVERLAPPING DATES, THE KIND OF SEED TO BE \ \ /„~ol ~ ~ 31764 elNV G zs•7 'so.~
0 ~ _ ECM = •EXISTING CONCRETE MONUMENT 2. FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS AND yE~~°' EPKN =EXISTING PARKER KALON NAIL ESTABLISH GRADE LIMITS AS NEEDED. 1 1 1 vvv. USED SHALL ET / v v v ~^~1 X11 A - ~ .'v~~~:~~.~ i 1 axo ti / r r-"~°`--'~ ° BED ERMINED BY TIDE ENGINEER. . ~ \ y, ;~I' II / 2~.e ~ 30' sAN. sEWER
SPKN =SET PARKER KALON NAIL 3. HOLD PRE-CONSTRUCTION MEEtING WITH GRADING CONTRACTOR, CITY OF \ \ ~ r \ ~~1> r a , $1 1, s\~ - EASEMENT v 1 v v ~ ~ ,/~~,~y~ r 'S 9il saa w~ v~vvvvvvv I 1 " 5AN S
~ ctR R =RADIUS GREENVILLE EROSION CONfiROL ADMINISTRATOR, PROJECT ENGINEER AND /r~ 1 v ~ :~""(,rlr I` so ~ ~~vv~~vvv~~~~ ~ v I u EW LIN - 1 1 v~ ~ r! s I ~ a ~ `vvv\"~vAiv `~11 0)'31'1 ~1 EXIST. 12" SAN. _2 TONS/AO r v / 1~ , ~ ;'eo.a eo v~vvv~~ 11~v1A ~ \ ~ SEWERLINE LIME_
~ ti° CH =CHORD OWNER. PC =POINT OF CURVATURE 4. PREPARE TEMPORARY CONSTRUCTION ENTRANCE. STRIP AREA OF TOP i~_, \ ;~v sx iww 1 !rr ~d'~/ si. ~.1 ^ yw~VAt\1\1111 ~ fl t \ 1 1 1 2 .a~ I I 1 S'~ , / ~~/VA / r" ~ J 7 ,y~1~ \ 111 V~y~ i.4 \ 1 A \ 3p' .~'I. 1 / I 10-10-20_.........._ ..........................................1,000 LBS/AC ~,.v 1~1 1r/ ~r~,~,.vvv;~, r i~ 1 , s~ ~ s 1111111//1 ~ 1 1 1 1 I) a 23.6
PT =POINT OF TANGENCY SOIL AND STOCKPILE AS NEEDED FOR FINAL LANDSCAPING. v i I I I i ~'e,h 1 •a , esr v 1 11 111 v v v» 1 1 1 1 SEWER ESMi. r 8' 0-20-0......... ........500 LBS/AO 11__ ~e l,~ r s, r ~ ea , e i 5911561111111 ~ v v ` v 1 1 1 1 I / / en I I I s, ~ - ~ , r 1 I , r 1
~ PCC =POINT OF COMPOUND CURVATURE 5. BEGIN AND COMPLETE ROUGH GRADING OPERATIONS. STRAW MULCW ..................................2 TONS AC //AFTER SEEDING ~ I 1 ~~"6~';(.,,' / 1 ' I1 5 1 ~ I 1 v vvv i 34 , , /m
h`O 2~ PRC =POINT OF REVERSE CURVATURE 6. BRING BUILDING AND PARKING AREA TO WITHIN 2" OF FINAL SUBGRADE. off' c, NPS = NO POINT SET 7. INSTALL STORM DRAINAGE FOR PARKING AREA. INSTALL ~ Q RELATED EROSION 1 I vv ~ v ~ c ` 41 111 ~ I ~'S I / 15,862 S.F. / ASPWALT TACK_ _200 GAL/TON OF MULCH 1, 1 ~ ~,•e, ~°e \ / / ~ 1~,,111s,2n s.F. / , . ~ ~ . / r I
li ~ PP =POWER POLE CONTROL MEASURE AND INSTALL WATER & SEWER UTILITIES, } ~ v v~ ~ ) v r ~ ~ Avv11 l1 I 1 / " I r 100 YEAR FLOOD BOUN ri ~ vti 1..~ , s1~ e1a a,k 7 2.p~1 v tivv~11 l //r i l / Izasry I SCALED FROM FlRM ELV• 2 .00
~ TPED =TELEPHONE PEDESTAL 8. PLACE CABC AND ROUGH GRADE STONE. JANUARY 1 DECEMBER 31 ~ vv v 6,~ ~ X11,} 111 ~ / ,'off' • p, . ~ / ; / s"xs" LOCK D
r + ~T~ INV =INVERT 9. INSTALL CURB & GUTTER. ®rr rr ~ TC =TOP OF CURB 10. BRING LANDSCAPING AREAS TO WITHIN 6" OF FINAL GRADE, REDISTRIBUTE 5~'~ TALL F a,.a ,A - 6,.. I 1 , ~ / ' Hrow,NT ESCUE ~ ~ 1 ~ 1~ 6~,1, / ~ ~ r 6 c.v. I ` ~ I I • ` 1111 11 Itl I / / I / 6" i
°p,~ ~ 4a r, + EP =EDGE OF PAVEMENT 6" OF TOP SOIL TE 5# CENTIPEDE = ~'~a ..a` wa ae.~+~+~) ca I / / „r 1 ~ ~ / I e,a v a ~ - ~.,1 1! ~1 / 15 RCP NOZZLE ELV. 32.00 ~3 ~ , ~ ~ F 1 i I I i 32 II ) , / , , ~ 6 PLUG ~
r~ TB =TOP OF BANK 11. FINE GRADE PERMANENTLY SEED AND MULCH ALL LANDSCAPING AREAS. U~ C~US ; ~ E GRADE RRING LOTS AND PAVE. 50# PENSACOLA BAHIAGRASS ~ 21 e,,6 ~ ,l,,l, gill v , ; ~ / ~ I 119,729 S.F itil g. / X23, 1 68' ,7 i r I rso~l~lllnr, i / 1 / ~ I
r C/L =CENTERLINE 12. FIN PA % ' MH =MANHOLE 13. STABILIZATION SHALL OCCUR WITHIN 15 DAYS OF COMPLETION OF 500 FERTILIZER ~ ~ ~ ~ ea4 ^ ` ~.T~• r I I ~ll Ilillllll~ I / 15' GE 4000 I M E T - e 61 A ~ i I I ~ , / / ~ ~ EXlsr. 6" SAN.
FH =FIRE HYDRANT ~ ~ i GRADING OPERATIONS. # L S ONE ~ ~ II 1~n / I / ~k ,~•a s ,I i SEWERLiNE ea 'N 1 i ~ 1111! t, 1 r /
VICINITY MAP WV =WATER VALVE 14. ADDIT R ' v~' ~5.~ ~aMV11u111111 1 I FESi EX. MH i ! 1! M61 Irl ll ll t I I / I~,/ 26.2 ~ y ! f U IIII 1~ 1 ` 1 10' / rLEVEI SPREADER
GV =GATE VALVE ZONAL E OSION AND SEDIMENTATION CONTROL MEASURE MAY BE %r~ REQUIRED 1F DEEMED NECESSARY. BV =BALL VALVE '~I SLOPES 2.1 AND STEEPER AND WASTE AND BARROW LOCATIONS. f ~ , ; 1 pRAINAGE gay D=1' c ' v ~ ~ , ~ ~h I ! ~ r a6 , I , ESMT.1 I W=4' d=1'
RCP =REINFORCED CONCRETE PIPE JANUARY 1-DECEMBER 31 FAI~wAY~ , ~ , ' ~ rl,al,l I r N1~1 s" saN s ' I ~ v sz,, r r x I Iu1) r / 84L~ T 1, 7 1 I N 2 L o1cL
CMP =CORRUGATED METAL PIPE MAINTENANCE PLAN / / r ~ a r sAN I M ~ 75# TALL FESCUE , ~ I ~ ,4 0 , I I 1 ~ / I I ,4 , / r \ w ~
i CB =CATCH BASIN ~ FES =FLARED END SECTION 1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR ~R 50# PENSACOLA BAHIAGRASS X ' ~ r~ II I rrr I I ! ~ ,I r r r v ~ o 's a• I 131 rrrr 'e a i~ I r r v I o.
% ~ CO =CLEAN OUT STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING RAINFA , BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDED REPAIR WILL B FA 500# FERTILIZER I 1 ~r ~"~____~1•.e I ,r„r~l e ' z6 1 I / r 1 OPEN SPACE I ~ ~~y . 9 / s¢SA 1 sadn,~, "10,525 S,F. II , , 411 1 1 „2a4 \ 10.798 ACRES I Z R,Z
a i ~ SS .SEWER SERVICE IRONWOOD 4000 LIMESTONE / a,A ~ e"/snrr sew '`111jI'i ' ' I , 1 I 1 / I r 1111 r I~ a 1 s ! i \ NUl c^tn ~i
I WM =WATER METER MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. I CLUSTER SUBDIVISION 2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES ~ ~ ~ H NTS =NOT TO SCALE PHASE N 0.5 FEET DEEP. I ~,s7 / 22gLFC/~; / 9~ ~i, 1 .Z ~ v a ~ ~ i6R- 4 7 1 7.e1 4 3' 1 1 ~ 'I~
i~ ~ = NOT TO SCALE MB 50, PGS 24 & 24A 3, ALL SEEDED AREA WILL BE FERTILIZED RE-SEEDED AS NECESSARY D + ' / , AN _ LL~~ ssar4 I ~v 3 ~ ~ .N„ ~~EAESEMENT~ ats ~ A
~ i + (137) / MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATIVE PLAN TO V 3 I ..r N \
~ t ~ MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. Qj tt 1 ~ EX. NH //121 4, ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON w.~ ~ i I iI I ~1I 1 1 I, fX. MH ® ~,e ~I 1118,292 S.F. \ elf I p , f, ry I ~ „ ' ~ 1 1 EXIST. 8" SAN.
J 1 RIM 74.87 1 ) M Q 3 , t N INV. IN 64.27 COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADE5. I 1 1 1 eanv/ 11 I i ~ r 1 1 1, 1 1 r 1. 1 1 i _ ~ 1 SEWERLINE I I r ,pa. I I 5• tm') t\\ a el 1~ 1 t PUMP 14.
I ~ INV. OUT 64.21 r I ~ ~ 'e 1 p1~v ~ .n 1 1 ( I I 5°fATION 1v y 1 I ,4 I 1 I s~ rr%>~w>vvt ,636 ,F. 1. v ~ 1 ,~za I I
a. J ~ , \ (120) / v v 1111 411x' W ~ ' ~s Df " 100 YEAR FLOOD aaa ,n I M r ! /1/, 4 p> v „v r r r 11111111 'bll~ ~a~~';- r b,; BOUNDARY xEX. h• ~v
Q r ~ (138) h e?ee. Q Z r r 3 / ql, 8 SA SEWER/ yo o~a,llult, 11111 h r~">~ SCALED FROM FIRM I o \ ~ v, ~ 1z`>(LF ~i TD a/L r „2e.o ry , I \
3 4. r ~ ~ ~ a \ (117) o 1 - - x \ i /~r \ r l i it ~ MH4 , Itll ~ /K•' r-- I ~
~ Q , I (119) ~r , I ~ EX, MH 1 1 `i r rii r h~' ~ ~ ~ jiiirl 1 y8. 4 ~ LY le•1°4 '7•° I , 11111 1 r i / ~ ~ ~ / , 2a I , rro~.h . ~ /,pds18,234 S~.F. / ~ , it 1 I 1 ~ i,
3 ~ I 135 I N t RIM 7 . (118) o 1 1`.V 2 63 / 1b~ i / I II / I , , r se~ea7 ~~..i~ 2~> 1111181 1111110 ~t~ • I I i / i /
s tt ~ ~ ~ j ~ `0 S INV. IN 65.19 ~ / 5 EX, MH t ~ V E INV, IN 65.25 / s „ ~ s / ~ j N ~ f//Illllrr~N111,>A°>' ~ I„u.4 1 / / ~.4 / „ / eeo ~,W~r~ 3e 1/ 189.7,6' eua ~ 1. ! t a~(~ulyr,rglnlq i~ v `----------~.r-------_, I
V 3 t \ `C INV. OUT 65.07 ee x ~1 r / P~"~ ~ „ ~ ~ e,.~ ! '111 Glnll/Ir,!/Irlll 11 ~ 1 ~ „ I v.a x. „ i' i sa //~~"p / I66~j111I111r1/Aq,51 I ~3 ss ~ e,A ua ~ I TF3tlINE ~ I )111111 rl~~((~~1~71112 i ' ` . r.......... ` ~j.
\ t t O J0 3 ~ ~ 3 ~ 5 \ EX. CB II Q r „ 0.t is t ,r ~ J B« l I 111~t>t11V '~ONTRAC~(~R SHALL INSTALL 1 ~ sa.o a11/ ~ it ~ ~ ////rr , 326LF~ r ~ \ 1120tx20'x5' \
O i t \ 3 s s--: • ( r rA~l/ ~ / ti 1 TEMPORAi~S)F MENT „ a1.e s1s ~ ~ ~ s,k I )
2 r a O m . ttl 50' TAR AMILCO 1 ~ „ F C EXISTING FORCE MAIN x~ 1 i~ ~/~,f/46os ~G, ,p ,rl Ir~l~l~'!~ ~\\\QRAP DURING CONSTRUCAI N .UPON , ~ ~~,„4$.e ~..,`r_\ r >n~ \„4~,~\~ D FILL WITH GROUT. I) 1 r r 1 1 ~ 20,841 S.F r o ~n~, I !I rrll r» I~E,,INSTALtATKNI OF A0G EGATE ~~I ~,g„j RIPARIA BUFFER _,~~y~ / ~!4 ~ v ~ , ~ (APPROX. 200) i r e 1 1 1 1 ~ I ~ - 37 111x1llrrrG9r pul r ~ COARSE LEVEL I / .
r , (134) E, _ O " Ex. CB N 3 ~ t,A? Q r ~b 1 11E ua 1 ~ eeG x4ea~'~~~ / I I ~ A vv48 ~ 3~ 11 1 1 1 I ~ ~ ~ ~ llhl rrlN!"I lllr rl BE INST .1~ r ) v v ~ ~ 1 I 1 II ~ ~ _ 116, 29 S,F rlul Nr~y , 00 I r 47.5 r I \ \ \ ~ r ~4 7
3 r ~ C E E ~c 128 r N B ~ ) ( ) + ~ +o V P Bt- \ ~ e e 127 i ~ \A 44.7j 1 ~ \ \ \ ` ~ \ \ „eat 5Zq 1 l Q9 ~ ////~U~~11 !I 11x1111 tae 1 I r i7 ~ „ I I „~i~ qp ~ v v v 2.~ ~//l/lI//T'~d DIY INV 29.011 2a~~ k e rr ~~e ~ r I r Y,.t~ ~ ` v~ ' 1 1 v ,~//i, n Ir ~
N 28 I ( ) ~3 , ~ ~ Ex. ce , R W i ~ , p / _ r \ , (5 ,r, ee 1 I aa~v~ a,, v ~ v ` a~ / 1 ~ v ///6a~i ! 1111 LEVEL) SPREADER / ~ r Ja.6„ ~ A 1 1 I a~ ~ ~ ~ vvv v ~ ~:2 1 v ~ l l 6~ 10 D=1' / i ' ~ 7 ~ ~ 1 r +o.,t~'. ~ \ \ ,.W.4 v ~\2 4 ~f. ~ ~ , /r/;, qn//, r ¢pl .
' ri ~ 3 , iV I f \ y ! r r J ~ ~ (1 x ' I ~~o T r / , , ~ .I l r ..s:, i aa. ee ~ „ ~i 4),6F ~Rm ~at~ 5~,~ \ / I 1 \ ~ ~ ~ , \ 1 p ~ / ~ ~ y , ~ RIVER WAL
3 r i (130) (129) ~ (133) O , , (131) D T ~ , , K DRIVE , r ~%r.. ~ ...r 1~. ee . I 1 , R'~'~, ~r - , / r rl 1, I ~ 7"~ r ~ a '1 1 ~R-EA „w~A ~ \ ` ~ ' a ~ I 1 \ , ~ A'...~' a 1 / ~ r I I/
r+r EX. t0" PVC WATERLINES ~ EX. MH ~ i' ~ - r r ~ ~ 1 1 1 ~ N , \ 14"\ \N~ E~fe 4¢.50/ O ~ ~ 111 / q ~ 1 , 4,.4 ~ „ I 1 - ~ \ ~ , , ~ , r ! , / I~ I (50 R/W 36 B/B PUBLIC; ~ ~ ~ „ r z. L. • aa` 1 I I 1 ~~AiRWA'(-v / 1' vvv 9 v -~~sz ~ ~ '~9> Ir 1 / I i %+o~
~ a I ~ \ y RIM 73.05 ~ I + ~ . I 7. . r „ I ~"kk~e" auce~- u L 1 r r '~r7 su 1 \ ~ 1 ~ ',tir \ TI T~'CXI$TING FORGEMAIN WITH 45' BEND 1 ras r„ _ ~ 1\~\ \ ~ ~ ~ '.q ~ - , C AND REMOVE EkiSTING FORCEMAIN
INV. OUT 67 54 , i" 1 ! ~TI'~wa~= ~ „ ~ zv1 -'`„~'a v ' ~ t v ti~';1 ~ 4)'„ _ _ , r lr ,
~ 46.6! _ _ I ~o%~_ 7 m ay. ~ a+~ . .mv~ ~ - v ~ ~ i~ / 4 I , ~9~ ,l'~ ; - rr UT IN NEW
- ` 3 1~ ( ) ~ I 1 ~ ~ I r/ X - 1- 4 v ~ ' . a ' ' 1 c~a ~ .,ti ` - v v _ 4,,7 / t.b leA - - - , 10" PLUG YALV~ ~ \ ~ 3s ~ ~ ~ ~ Y 8" SJGf• SEYIER-- ,e 8"X6" LOCK fiD HYDFANT TEE ~ j ~~d7 `s` ` 1 1 , \ ~ ' i' 8 11LF C L° a E ~ 6" G.V. /
I I " ~ I I f ~ EX. DI RIM 74,91 1 I 7 \\\\t . . ' / L_ K~ ~ \ , ¦Y s" FH
a HOOD 78.52 INY, OUT 69,83 I TEMP RARY GgRAVEL INV. A I 1 ~~,~6,>, ~ ~ V~VA~~ ~ -~79 ~e; - _ ~ a / 6~ i Na~z~ E~. 31.80 I I 60~0~ ~1.Y \ ~ ~A ~ A ~ Y1 / L7
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\I "le.e HOOD 78.66 ~ , ~ r r 1 ~ ~ _ /9 / ERRS IN 29 OAK TREE r/ 11 v1 ~ L,~ vow-_ r 1 aa.,ale / ELEV.32.~6
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a I / ~ I'' , a , ~ \ I + , , ~ y ,r; 24, INV. .00, . ~ , ~ ~ ~ ~ ~ , 1111r , DISTURBED AREA 2 ' / r r / / r / ~ a ~ `a~ fy r ! 2 ~ / ~ 1111 0 ~ /
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t ~ ~ 11 I ®e,. _ ~ D IN 1~ ~ , I i I r ~ i v ~ "az.+ P " tze axh I II GPi r \ 1 e1 ~i i ' "1') ~ ~ ly I 1 r ; 1 111111 II 1111111111 v ~ N M , ~ / , 3 / , „r , -ss-~ 11 1111 I I - 1 1 , 111111111 AREA B ,,~~r i e2.d I - ~ 1 ,14,300 S.F. / ~ / ~i,%6 \ ~ I I
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z w C ~ 'n I ~ 15,013 S.F. .y 10.4 0 ~ 'n I n.e ~ l~ Iv / ~ 7,800 S.F, to ~ u~. 1 ~ 6 \ 85 ~ o I ~t BE REMOVED _ _ y' la 1a 8,239 S.F., ~ m 120.00' ` ~ \ $ e+ tip' I 't I 3.pp,~\ 4 51 ~ ?9z ~1 129- ,10~ I ~ PC I' ~ TERUNE ~ \ N o,' r 17,608 S.F. Q 410 1 ~ 14.9' 'fib ~ ~ ~ / / l / , 7 ~ ) )1 ) a;' r '~o'~ a~~. • „ 0 6O VJ e R \ ~ \ ~ l1 At q,~ii ~eF 1 1 1 , , 1 / / l / ~ / /~r / I ~r / r /~,yl I 1
v I` la 124.50' .08 r SAN. SEWER ao PESMr. ~ ~ ~ \ ~ m o r Ff y , I I i . 22 1' ' ~ J 40.00' 68.00 6.9 , , ~~a'1O I 65 1// /j / r~ ~;//////i .11 I Jr ~ / i ~ r J9! 7 ~ ~ ~(~~,~~~1 r~ lh ~~~Ip~,~t~~~~ IIl V I I 1 r/' v ~ , l ~ rill l ~ //r ~ 1 ~ r a r „ ~ ~ t jihl ,(i le/1r a v v~ r 1 1 ),~2 / g. ~ 6x/ ~t~~ ti IIr 14v.ak 70 rn 43.209 S.F. / r / / l / r ~ ~ ~~~lr 1 ; ~ ~ ' 0 ~ 1 1 1 47 ~ / 1 6 r r v 1 / r l /
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_ 7,800 S.F. 7,800 S.F. 7,800 ! a o ERAL E'rBHCK ax POOtI~ - 25' , e{ss - ---PERI - - S.F. - 7, 800 S. F, r--~-- - AC 54! l I I 1117/ / / ~~8'~ i i ~ / II I PER~PW SETB t K;v " I / - - - - I I s DISTURBED AREA 2= GRAPHIC SCALE: 1x . 100'
ac 25'__P- RAL SETBACK, CLEANI G/ ON S.F. 7,800 .F, 17,800 S.F. e `J71.1 _ 76 ~~73.1 7{A~'~~ x , , 7tA i" e2A 3 , , e3 , 1 , PA 1 e)nl x 5. 65. 5.00' 6~5,210~0 . 8' 179.2 170'. 70 3.0t ACRES zoo, t,' / . /
' P N x p °an OZ" e6. 7e.e3 ass z,6 ose e , m x N 47'53 58 S 47~` qk, 2241.Te~~
an x836 50.01' x& fi2e A,s x~\ ^0 \ tes x75"4 x7o's , x7{a xn.e ------Y`!> xt,, I 30 x714 REVISION: 09/17/03 DEM COMMENTS. 30'M% \ ,Aar /l//' ~ / ~ / / ~ / / / / ~ 11, r ! I x
INV. 81,83 ,e MAILBOX r 30 3 M REVISION: 09/05/03 GUC COMMENTS.
EX. 12" RC ' do x RELEASED FOR PERMIT REVIEW & BIDS: 614103 . EROSION CONTROL NOTES.
INV. 81 FH , AGRICULTURAL ; 50' TAR/PAMILCO
ROBERT H. FORBES, JR. AGRICULTURAL 93 x x RIPARIAtS BUFFER 1. NO LAND DISTURBING ACTIVITY BEYOND THE REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL MEASURES MAY NOT PROCEED UNTIL
INV. 80.95 , OB 548, PG 44 ROBERT H. FORGES, JR., ETAI, ' EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE CITY. 2. SCHEDULING OF A PRECONSTRUCTION CONFERENCE WITH THE EROSION
EX. 12" RCP ? MB 44, PG 71 DB F-32, PG 591 EP 1 EX, I MB 10, PG 45 CONTROL INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING IHhgtH«~ PARCEL 18677
F GRATE 82.71 83 INV. IN 80.71 1 ACTIVITIES. FOR INSPECTION PLEASE CALL [phone]. A 24-HOUR SHEET 1 OF 12 TAX MAP 4669.13-13-9466 NOTICE IS REQUIRED. COMPOSITE MAP & PARCEL 23578
.41 e3. INV. OUT 80.66 NOTE: ALL STORM INLETS SHALL HAVE i TEMPORARY STORM INLET PROTECTION 3. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES x SUFFICIENT TO RESTRAIN EROSION FOR ALL EXPOSED SLOPES WITHIN 15 SOIL & EROSION CONTROL PLAN TAX MAP 4669.14-33-7872
INSTALLED. REFERENCE DETAIL 20.04 e34 , N 48'36'33" W ma WORKING DAYS OF COMPLETION ANY PHASE OF GRADING.
us 363.78'(CH) 4. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE I R n N n n n
EX. 12" RC'T'o EX. DI TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT v r v v v IN ISSUANCE OF A STOP WORK ORDER OR CIVIL PENALTIES UP TO $5000
GRATE 82.34 e31 i INV. IN 80.39 PER DAY OF VIOLATION. SITES UTILIZING SEDIMENT TRAPS MUST ALSO SPECIFY
INV. OUT 80.34 A MAXIMUM DEPTH OF SEDIMENT PRIOR TO CLEAN OUT. CLUSTER HOUSING - PHASE V 5. THE CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION
FH ,y PP er CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO REFERENCE: DEED BOOK 583, PAGE 50 BE INADEQUATE.
tp e` a 6. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE OF THE PITT COUNTY REGISTRY
P NV. 80.09 CITY OF THE DATE OF THE LAND DISTURBING ACTIVITY. 7. ACCEPTANCE & APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE GREENVILLE, FALKLAND TOWNSHIP, PITT COUNTY, NORTH CAROLINA i
I oz EX, 12" RCP EPK WITH FEDERAL AND STATE WATER QUALITY LAWS, REGULATIONS AND RULES. IN ADDITION, LOCAL CITY AND COUNTY ORDINANCES OR RULES MAY ALSO APPLY T i
EX. 12" RCP 11 a ~~pp I e2Ae F5' 6 THIS LAND DISTURBING ACTIVITY. APPROVAL BY THE CITY DOES NOT SUPERSEDE DEVELOPER: IRONWOOD DEVELOPMENT Inc. f
cns INV. 79.96 cas ANY OTHER PERMIT OR APPROVAL. ADDRESS: 200 GOLF CLUB WYND ¢ 8. PLEASE BE ADVISED THAT A RULE TO PROTECT AND MAINTAIN EXISTING BUFFERS
EPKN LOCATED AT CENTERLINE ALONG WATERCOURSES IN THE NEUSE RIVER BASIN BECAME EFFECTIVE ON JULY GREENVILLE, NC 27834 22, 1997. A TEMPORARY RULE TO PROTECT AND MAINTAIN EXISTING BUFFERS
INTERSECTION OF NC HWY 43 AND NCSR 1202 (McGREGOR DOWNS ROAD) ALONG WATERCOURSES IN THE TAR RIVER BASIN BECAME EFFECTIVE ON JANUARY PHONE: [phone]
1, 2000. THESE RULES ARE ENFORCED BY THE DIVISION OF WATER QUALITY (DWQ). DIRECT ANY QUESTIONS ABOUT THE APPLICABILITY OF THESE RULES TO YOUR PROJECT
NCSR 1202 TO MR. ROGER THORPE, REGIONAL WATER QUALITY SUPERVISOR, WASHINGTON REGIONAL Baldwin and ASSOCIATES DESIGNED: JSJ APPROVED: JSJ OFFICE, AT [phone]. B
McGREGOR DOWNS ROAD ENGINEERING, LAND SURVEYING
(60' R/W 22' ASPHALT PUBLIC) AND PLANNING DRAWN: KWH JJB DATE: 06/04/03 1015 CONFERENCE / DRIVE
A GREENVILLE NC, 27858 [phone] CHECKED: JSJ SCALE: 1 = 100'
CAD FILE: Ironwood Phase 5 Composite
C&G FILE: IWOOD