20090107 Ver 2_Site Plan_20090605

oooo~~ CAj~~ °oooo
°°04 •'°~,SSf'°~j,'G°°
/ a ~n ersec on ~ .gOfJ~ P e~~flll Rd / ,~,,4o~c ~~9
l l ~ - _ ~ ~ ~ _ / / and Commercial rkway. _ n o o ; , EAL ~ ;
/ / / 1) 1 ~ I \ Pfd _ ~ a 1 Ly. B. 2~,t 3, g. 44 I 1 2 e 88 / - - _ ~ l 1 1 I 1 N,cCa~ Peso ~ / , I - _ \ . ~ 4 a 1~ 1 t Top - . o e 2372$ N~~'
! / ! ~ ~ } \ a_ ~ ~ - - ° ~ ~ , ; z ~ ~ I \ J ~ P. B. s4' Pg• 3qe ( ~ !n v L~ 198.3! I l 0 \ D~ B. 149 P 1 / _ / 1 1 \ g° ~ ~ ° ~ \ ee Pro~®ertlee ~ - s 1 i :.196.31
- ~ ~ ~ L I I , ~ \ ~ / ~ I 9z P . -170 ~ a~? ~ 1 4 \ \ ld~v Out - 198.27 ~ ~ 196.2 ~ °•::~'G t NE~'~'' ~ o ~ ~ 0 C41. °ee°°ae1 Qi p °ao°o t~ gobooop
~ ~ ~ f ~ I ~ } 1 ~ - \ / P. B. 81, Pg. 308 \ 0. ) ~ \ \ / - l / I I \ \ Nom 1 ~ \
EC. ' / / / / l 1. ( 1 1 '1. } 20 Pu61ic,,iltrl~t F~eme t ~ , I ® ~f~J ` 1 } ~ ~ ~ > l \ ~ P. B. 81~ 1~. 308r ~ \ \ \ ke exiend~+J tm e ~ ~ 1 , ` ` ~ 1 I J ! I I ! ~ / ~ ~ ~ ~ ®wltorl/~ /e m J l+~My) I o 1 lblx a°a ouuoaou 1 \ 2n ~
1`
-o ~ ~ ? 1 ~ 50' .Buff j ( E!'M (~ean'ng ECM ` ~ d ~ 543 1y21 W
~ 1 i b LW } - 1 ` lgle ~ vs I ,6~~ fe¢` ~51~ ,g02 ~ ~ ~
/ / / r by LtYS
I w ~
i
( s - r o H¢~, . ~ N~219 Z~z~
McGee a f32e j _ Crosaroada e F Q p x
~ / / ~ / ? / ° r 1 / lea M ~ O ~
i T 2 o,~ I, / 1 ~ / I 1 Pond l ~ ~ ° \ ~ 1 ~p 74 / ° ~ 1 / l / ~ ® ~ ~a v 1= 1' 5.27 1 ~
~ e 1 / / ~ / / ~ ~ ~ / ® a ~ ~ ~ 1 v Out = 195.22 / ~ ~ ~ pax,
C YI : ° ~ r~ 1321 '1326 U ~ ~ Q ~ R4'Wd ; - ~ f~ 1322 ~ ~ Z Q
1322 Z W ~
1 .y~ W^
/ / i ~ ~ ° i I C a.~~~
, , W ~ ~
aCee P Per ~ 4 , r ~ - - , , r ~ ~ \ \ / J ~ o ~ . \ ~ \ w
D. B. 149, Pg. h7 ~ \ \ - \ ~ 1` n~\ ~ Q F
J ~ ~ ~1CIIVI TY MAP_ ~ ~ ` N. T, s.
~ ~ ; / / / , / \ r / Inv Ih = 192.07 o /6 1 ~ \ 1 1
5~'J~11 i _ L e ~ ~ / / / / / / !e'Jv Out - ~9~-.0 ~ l 1 / To = 198.08 , I 3 1 1 ~ . -
` / / / / / / / ~'rv In -1"93.38 - 1 - ~ ~ -4B F 4 ~ ~ 200 -
~ / ~ / , / ~ / / . - ~ !nv\K4/~~ - 1, tle2 - ' OF 54" RCA 17~IR i. I J
~ ~ / ~ / l: / /i/ / / / / / ' Easem } o - .198.58 /'i - .C Ut111 ty fNV IN: f94.5 ~ P , ~
° _ / ~ ~ ' / / / ~'etlanc~s / / \ / / 20 Pu~~ ~ / ~ v /n =X189.98 ~ / ~ ~ ~ _ P / _ ~ ~ i i ~ w
/ / / / / 100 Neuse • a. ? l !n .Out X89.$8 / U" ~ 5g~ p fNV Dur.194.0 ( / / ? / uffer s ~ l ~ pan B g: yB / \ / souUi Pte ,nc ~ ~ GENERAL NOTES; w ~ N I L6lted PAg~ ereli P 1
a L _ I D. ; B. 2,~1'f, pg. ~4 ~ j, R SMA6L VBRIFY TNB LOCAT!®N ALL BX13T1NG a ° o z
T = 209.3 ~ zo' P . 1 r ' Bg ~ \ \ Tvp~ - 20L87 ~ ~ ~ a?S'Alll-J - _ - "9 ase ent 1 ~ nv Irr = 193.10 ~ i / ~ ~ !J I ` ~ I I ND SHALL BB RRS'PON9IBL~' ANY DAMACB w ~ ~ ~ ~
_ In In - 201.98 Tap 2 1. K \ ~ 1 a x I _ 1_
In Out = 201.94 , ~ Ynv !n - 1 4.~8 ~ /nv Out - 183.08 i \ Inv: Oa - ~ e~I'3 ~ ~ / ~ { LTlNC F HIB ACTIVITI~'. CALL LOCATION W w ~ ~ as Q ~zz~
\ \ ~ ~ ~ / ~ ~ ~ / ~ I 1; ~ ~ BHICB ® HOU{~S PRIOR 110 EXCAVATION. ~ x o ~
\ f 1 / \ \ / ~ i i ~ I ~ A N9TRU ON AND lfATBR1AL9 HHALL 1N AC~'ORDANCB ~ o a
~ ~ ~ S3M11 ~ r ~ ~ \ ~ l ~ JOHN, N COUNTY STANDA AND BPBCIFiCATIONS. ~ ~ ~
' To = 195.89 I A - I ~ 3e PHICAL 1Nf?0 ATION A8 PBR C E10Dr~''?'/C 9URVBYS~. o \ a
~ Inv 7n(N, - 188.94 I ~ ~ ((j 1 ~ 4e N N U ON .SHALL BB HTARTBD PRIOR 110 ®RADl1dG` PBRMIT v a
~u_:-' \ f PR ~ Inv In W = 189.1 Ib? \ ~ ~ ~ r l l ~ I ~ B/ C 0 A1NBD JOHNghON CDU BROS'ION CONTROL ~
v t 88.87- \ I / ~i~, 4 In Ou ~ 1 ~ ~ ~ l r ` A VBN'AY PB /T AND 9UBDlV15'lON D~9'IN APPROVAL NUS'T
/ 7 ~ ` ~ ° ~ t. \ ~ : en \ ~ ~ oalon e ~ ~ \ \ ,1 ~ / I ~ ~ o l ~ AIA?BD PRIOR.710. CON9TRUCT/OA9.
1 ink F / ~~`tenl/o . iNY v° ~ J,Sb'Alll \ / / ain ~ / ° a Pond f . ~ - \ o = -92:8. ~ m ? ~ ~ / ~ ~ A dCN A8P Q~ THB PLANS S'HA IlPLY WITH `THB
ed s % aareA •f ~ r \ os 4 \ Inv !n' = 188.89 ~ / ~ r _ _ ~ - 0 CU MCDO'I' ANDARD S'PBCIFICATlON~S R ROADS AND
/ \ ° °Pa'o? oo.o IN , Inv!Out = 186.1Q ` - r'' 'C I 1 RUCTU NC HUBDIVISION ROADS' INIIIUM CONS'TRUCt10N
? / 3i ~ 4 \ sit UTI 0 r ` / . - TOC: 204.84 4 ~ / \ ~ / LF OF 24' CBX2 (DOUBLE BOj(lyV OUT: 2 ~ 4n +1 ~ e J ~
f ~ ~-'-'rTc1 ~y~ii ti /RCP ®~2.5% i0C:10J,0 / ~ . ~ ~ G ~S~A SEW~~~ AN Ui S,Sl.111 ~ ~ !NV OUT: 199.9/ / 7 OF 24 SSt1N I L ~ AOVD~ ,AND POLICY ON S'9'RBBT AND VBN'A Y' ACCB~9 110
} ~ C DOUBLE BOXf / ~ / ~ ~ ®!.2% s o ~ • r~i~e ` a ~ / ~ O > ~ 1 op ~1•~~e 8 \ f rae2 / / 6rave~ ~ W to est~ O ' i n . I-9~.6r ?'mp = 192.1 ~ ~ 0 BINA HICHNAYS'. ~ ~
_ fNV our.2o . / / Surface `L`1 $ ~ , oae o ~ / - 7. C SILL D~'L'RllINB AT THB 1'IMR OF R1VBwAY PBRNIT ~ z - lnv Jn =.165 62 ~
' _ ~ - _ / / / ~ MN ~ e ° ~ / to n -/186.410 - ,1 ~ ~ ~ ` ~ ® - ~ / / ! ' RiMr2o . 04 w:z~.5 p } s naYl ~ !n OuPI = 186e38 -/186.410 layv Out = 1 5.67. ~ APLI TION 15' SUBi11111TBD /F A TURN NB OR ANY OTHBR a = 186.96 1 P VB H WILL BH RBQUIR6De ~
' ~ " ~ 1NV - tfT• 199 04 i SS .il~
~ s ~ / ~ , , ~ r ~ ~ Are \ ~ ~ . ^ ` - ` x.64 ` ~ ~ d. A A P VB HrSANB O~ BBRGBNCY OP ?'ION RUST BB PROVID ~ o
in v ~ l DBPAl~1'I~BNT ACC&~S' Tn TNB FACT TNROUQH THB ~ 1 inv. Ogt, ~ 1 .36
. ~ ~ L_.-e_... / ld 111. Nall ~ ro - - - - ~ / l ti R~$t r I I \ 54511 ~ : ~ 9 CA CON9'ACT THB DO P10 FI DBPA BNT ~1DR z
~ - ~ ~ Z~ % ' L Cone io s `I = f 4Ve C. N1t//...., o ~ _ i p \ ~ } ( Top 192.57 J r S'P IhlCAT/ONS QN A dfBY BOX 4 BP K KITH THB FlRB ~ x
12u2`1°g. 705 a ~ / 0 ~ !nv h~= 188.97 0 °97 ~ ~ WA A 1TR OTHBR OP170N3. ~
~ ~i°P a \ \ 0 1 i t ~ 1n v Out = 188.95 r\ _ s1TE Da TA
SSA! ~ ® ' EI ~ ~ PIN 162400-90-6944
Top -`191.11 ~ /o C ZONING: AR & 1N1
/ \ ~ inv in = 1~r6 ~ ~ DEED BOOK 1495;- PAGE 283
~ ~lnv in = 16 , x /s ! 1, TOTAL AREA IN TRACT = 25,22 ACRES
/ ° e Gravel / ~ o \ Pee' ~ i ~ \ \ !dill \ / s~,.r~~l Pond. ~ / o ° ~ Surface / ~ \ / ~ ` ~ r.: idiv~Ou ~ K / TQlAL NUMBER OF LOTS = 1
y l ` _ _ - - - _ i ` ~ X20 ih lic f3ra5n.>~g~ ~ ® ~ ~ \ ~ ° -
- - - - - - \ t' 1 low ~ ~ ~ ~ ~ ~ ~ W
¦e _ 208 ~ ~ ® i ~ ~ v ~ _ iK ~ Q
- Ells " ° ° \ / / \ \ 2 ' ~ ~ ~
~
/ \ ~ ~ 1 ~ ~ ! ~ 1
/ / l r _ : uPp~r Pub ie Drainb e ~ ~ ~ of ~ ! , ~ ` Easement / ~ _ ~ ~
/ / / / 6 ~ ~ a ~d'idth Variese ~ ~ ~ 6 , ( ~ 1 l ® I
( l ~ ~ ~
. .i A° ems.
1 / I 0 ~ ~ ,8.. Chain ~ ~y ~ g~ ~ \ ~ ~ ~ ~ 11 ` ~ ~
/ / , ~ / / / ~ r Ob, 1 ~ / ~ / r 4m ~ VY
~ D ~
I 1 s
/ 1 0 \ `
N s~l~~f. Nell ~ ~ ~ i _ ~ ~ 181,#e! ~ ~ ~ \ _ ~ Q. N , r 638 ~ ' ~ ` PRt ~ N B: ~ PROPERTY 1'0 BB ~SBRVRD BY PUB~tC
Fr~' . Tel D. ~~1337 Pg. K ATBR dND AUBL?C H~ B!L
- ~ D. B. 1252~Pg. 705 / Ped Trae One' ~ ~ - -
J.. / ~ Q.,Y ~ P / Ell' l~ ~ \ \ ~ ~ PROPS U D BB REVISIONS:
ONBD TD 1-8 HUD. s~ ~
- - - / / 3 ~ ~ ~ ~ \ _ - ~ 4p~ \ / ~ PPlN SLEEVE \ ~ sd!1
- / l'rRistlAg AW+af/~e 4®r~e~ /n~ie ® rt! 6x8 iA E~ \ Qemetery ~ X.L.ase Lol.xx A \ \
l EIP 1 ~ ,ttf n ~ 6 ~ ' N . E ~ 0 6 i ~~9~ 1 \ A l0' x 70' Sight .Triangle EFERENCES: JiJt~l
/ ' N 11 _ ~ r 1 E1P 5 ® \ ~ eserved at all 'e D BOOR / _ ®CB ~ `2009
> v_®- / - / , shall be r • / ~ i } street intersections as P / i i / ~ \ 2 ~ ` shown hereon. Ply PLAT~BOOX 44, PACB~d +~asa~~s~~~s~~~~~~ SCALE:
" ~ X' I r i 3 ~ /al PBeAT BOOK QI, PAC6 R ~ 1"=100'
/ ~ 1 f°~ / Arad o a~ ~ s~ho~ra.
° \ I / i E ? l~- -P44 / \ / 01 ° I O "1 V 2 DRAWN BY:
/ - ~ ~ J.D.H. ~ ~;oN MUS co
A~// ~+L~ / / o` G / ~ ~ o'' ~ ItlOTE:
r / / / ~ - ~ This tat is a construction plan cover ~ / / / / ~ P n cover sheet only. 1L I TY pRN,~~ DATE:
\ l / I / ~ _ ~ oes not conform. t® G.S.4'7-30 as an I r 1 ~ ~ It d -30 as amended
1 i filer /EP ~ 'mended for sales or record ~ C / / / ~ I e nd is not l or recordation, r~~' _ ~~F~~ 01/26/09
. ~ iJ~tdy/ , Hera , / ~ _ ized nature of this: s , / Uue to the general p of this: plat, the Uo?~J ~ o
r D: ,Q. 1594 Pg! 280.. / / l / ~ / / E1P ? a or m a not re resent d / e / ~ loth shown m y .Y P, 'present actual, lot ~ ~ J-~ ' Z a PROJECT N0.
~ ~ i , a s / 1 ~ to recorded subdivision p1. / , ~ / / I layo t. Refer ivision plats for Q o ' rn D
.dimensions and acreages. e , / I final of ages. ~ f y
°
i i - t apx ~ , _ ~ I ~ l 1 SHEET
#4F
BEFOREYOUDIGI
CALLcmqm D0 ON&
OF

pooo~~ CARS o~ooo
e y,.~ _ ~ 04oS~E rQA~ x'19.
~ ) P 1 arlan duffer
® ~ - r o ~ l/J o +Q SEAL .Y~' pD~
I i , - ~ ~ 0 i a 23728
I. ( ~ l 4
_ X20 Pu'bz , 0 ~ ox I , I ® ~ b 1 ~ EGEI~ D pooo~t b~oppp
0;5 / ~ ® ~ i Ease e _i 3 - ~Sel~ile ooh 'M, R~ o
AR NW #1 44 LF 0 I ~ ~ PROPOSED DRAINAGE PIPE °
- - - " Rc~ ~ :1, o~ ~ TO TAC I S T(~RBED _ ~ i .r ,
x a W
0 3, 3Ci e a~~ s _ _
rr r ? \ ~ 11 V 194, t+em y t, i ":;~.i .ti,~c~~c~,~f1"~i ~ r _i:~r~i yi NEUSE RIPARIAN BUFFER ~ o
~ I - 'r_ ~ ` - w ~
~ ~ i 4`' r ~f 11 II I [/l W N ~
i 1 L
~ r~ ~i ~ ZONE 1 ~ _ ~ ~ ~ _ ~ ~ Z Q
TAL DIST REED \ 1 .1 ~0 \ ~ a ~ ~ ~
iL . ~ ~ _ F ~ lv ~ ~ ~ ~ ~
086 S \ ~ to . ~ 0 ` i ,1 o a
\ s o2 ,1
3 \ ~ 1 ~ U O~ ~
~ \ , X11 t1 ~ ~ ~ ` 64 L~,~OF 18 0
12 p p~ ~ , 1 ` ~ _ ~ RCP ®0:9.~~ 1L _ ~ 1 W W ~ ~ ~
_ ~ : \ B 5A- a ~
\ / r - GP ~ . q ~ A \ X204.1 \ - - 1 OUT• 199.0 ^ ~
INV~ 9.6 \ 1 1 i ~ ~ - ° ~ o,
, ~ m .11~Ip s) V .fir ~ W O~ ~ el ~ a
- I~ ~ ~ n .Po 3 I ~ A N
_ 3+~0 ~ urrL . s4 - _ _ eof-~ v ~ ~ e' em
,10 ~ 8 ~
' 50'
ALE 1 =50 SCALE 1 =50 SC 0
N x ~
_ ~ O
~ i ~ W z cat
r l i ® ~ 1 , ~ a o z,
I ` I /
~ ~ - I ~ i / _ - - - - - a °
~ - e I ) . °~~z
~ l ` ` N 0 TE. w
~ ~ 1 I ~ I i
~ I ~ 1. -THE WETLANDS ON :THE WEST SIDE OF THE Q z .
1 1 I / ~ / ` ~ \ ING WILD HAVE PROTECTIVE SILT - ~ S a. STREAM CROSS
i r-®^ ® q
0 " ~ d \ FENCE TO KEEP FRAM BEING IMPACTED DURING ~ ~ ~
i ~ e ~
ti .CONSTRUCTION.
~ ~ 1''~ ,i ~ ZONE 2 _ _ o a
_ / ~ ® ~
TOTAL D ~ ~ ~ o \ ~ r
i 3,136 SF ~
~ ,
.1 q ~
~ 1 ~ ~ ~ , , ,H1
_ t~
i ~a r r-s,~ ~,~'~i ! Z

~ r i ' -
, A , _ , ~ t ~
U
' ~ I i~/~ it l i o ~_1_ - J ~ ~ `x
~ ~ ~ ~
I S ~ ~ ' R` LJ] ~ U~ , Z
e ~ ~ ZONE. 1 , _ ~ Q__
/ \ ~ r i ~ ~ J~ ~ TOTAL DISTURBED ~ ~ ~ U ~ ~ ~
/ \ ~ ~ z
5; Q86 SF a ,
. ~ o Q o ~ v
'
r®''® ~ o
e ® \ ~ z
~n 3 ~ ` ` ~ x
~ ~ o
~ ~
- W
o ` N
» ~ a
to SCALE 1 =20 .SCALE 1 =20 1 =20
R N A WALL PE ED
AR 0 l STAND DS STANDARD WIDTH OF PSRM ROLL REVISIONS:
NCD
1i 84 RCP
, s ~ ~ 72 RCP... PSRM-INSTALL iEVEI AND
. • . a + • ~ , f' ` : RCP OUAEi PIPE ~ 'p fLU$t1 WITH NATURAt ' ' GROUND
PSRM SHALT BE SEEDED WtiN VEGETATION AT
. , r• _ •h ~ . v ' iNSiALLATtON. SCALE:
c . 1 f, . ~ c ~ .c a a ` • ' -III-III-i I I ' NATURAL ~ t _ MUST ` AS SHOWN J ~ v I I ~~I~l~li~~11(~l 11 l i(I II i I~ m... ~ i zr :ooN,~
~ ~ I-1 I _ - - N -1.11=1I1--III-III-III=1I1=1I1--III III III III II o
.III-III-III-III-III-III-I I I_I ~ I I ~ I I ~ I I ~ I_ o = 'a'Ft.'~?, _ - =III=III= T RAL GROUND _ -1I I=1I I=1II~_-_ I I - I I I- ~.J~11= I I III-11=lI I I1=1I ICI I I ~p o~. ~A~ DRAwrI $Y:
NA U _ _ _ _ =_=III-111_111-III-111_1 - - - - _III III III III III III______ • ` - =1I 1=1 I _ - - - 1=111=111=1I < < . .d. ' ~ ~ _ _III-III-III-i I I-III-III-III-III-III _ _ _ _ - -11=III=11 f=III= ~I I~~~ 1 1 1 1 1 1=III LI I III=III=III I I I~ ~ ~ F
-e ~ .III - - - - - - - , • ` r~ ~ 11= _ _ _ _ _ - - _ =1 -1 I I=1 ~ _ _ = i I I=1 I I=1 I I=1 ~ 1= .I I L i I I _III-1I I-1I I®III-III-I I f - _I i 1-1I I-I _i I I-1I 1111-1I I__ II I II 111=111=1 I1=1I 1=111=111=1I 1=1I 1=1 I I^I I1=111= I1=111=111=111=1I I~ ~O ~o ~ o J. I~. H.
- - - ; . , _ _ _ _ . , ~ ~ I ~ -I I i- - - _ _ ~ - ICI I-1 I I-1 I ICI I 1=1 - - - - - ®I i I-1 I 1=1 11= III=III-III-111_111=111=III III=111=111-III-III=111=111-III=111- - c~ o
. _ -III-III-111_111-111=111-III I _ _ _ _ _ _ _ _ ~-1 I i= _ _ _ = I 1=1 I 1=1 .111=I I I=I I I=ITI I I I ~I I I~ ~ ~I I I, ; ,III-11 I=ii=i i t-i ? ~=III .III;; ,I I h~ Q Q z~ DATE: I~I I I_I I I_I I I,,,I D o1/26/0~
_111111-III-III III 1111111 - ~ i - - - LINER: CLASS B RIPRAP (050=8") ~ I el ~ I- _ _ _ =1 I I_1(I'- _ 111111 - _ - = - _ _ _ _I11,,,1~1 ICI _ - - - - - WITH iTPE 2 FlLiER FABRIC r i i I i I i ~ i . Z. n ,IIi,,,lll-III^i~~- ~ y
J PROJECT No.
- ~ - S YOU Dial
_ Rr. p R~ ARiFn ~NF FOO T ~__1 ~t QO
..~wA r®.- ....A SHFF ~ ~
1 '
FOR AQUATIC LIFE PASSAGE SCOUR HOLE DETAIL
N TS C'.2
STREAM CROSSING DETAIL
OF
N TS

aoo , °°oo~~ CA,~o ooo°
I o~o~Es"sio lf!~°° $:4 ~9e 9 s
~ o ° 4 023728 ~ ~ r _ °
qq eee~A, IN `4.ee Gl
X I e G E ee r'N 0
LL~IAY 202 EMERGENCY. SPI E _ , ,1 .
EL. 201 EL. 200.5. V 4. ® ~ ~ W
-
y r~ X /rte 02 ?1 ~ ~ rn o ~
eMwa~~uuei~am~iau~mac~~~mua
p 24 RCP W
~ Q o
INSTALL; 2 x 8x8 CONCRETE' BASE ~ ~
MU pN _ST
~ ~ Cp
~ 1LITY N~ ~ ~ p ~ ~ ~ R 0 ~ ~ Off. 'A 00.0_ ~ ~ ,w
~ ~ 2i ~ J F • ~ N ~ i . i~^ Qy
V~' ~~i 3 0 , w ca #3 . No to 0 0 ~ :roc: 204. s4 ~ a a
C7 p ..i Z~ LF OF 24 CB#2 (D UO 8LE 80X1~VV OUT.• 20 .-8 r,. ?0 ~
w . , , _ ...RCP @ 2.5q ~ : ,Q ~ ~ w ~ rOC: 203.0 _ / ~ o ~
~ ,J m Q ~ ' ' D Z ' i I ? !NV OUT.• 199.,5 ~ ~ ` - - - - .2~ S Q
y ® ~ CB DOUBLE BOX) / i ~ ~ ~ ~ R~P. @ 1.2~ ~
A.=~ ~eC: ~e : - - - - 04-~ ~ ~ ~ ;Grave ~ ~ os Wes:
i iNV ou r.• 200. ~ ~ , ~ , ! Surfa'~ ' ~ ~ ~ a
'
Y®U I(~l _ _
1y 9 x ~
n. WET RETENTION- POND z o w ~
SGALE 1"=50' a o z
a: O _ ic>
o w ~ . c~
wwxz
w Qua
A ~ z
CONSTRUCTION SE UENCE ~°o
N TS Q .202 EMERGENCY SPILLWAY ~ N a
DETENTION POND ELEV. 2( ELEV. 201 EL. 201.`` ~ ~ ~
1. Insure the site is stobilized'and confirm with the Enviromental
En ineer, DENR 791-4200.. 9 3y~ O 198: ELEV. 198.5 198 gg ~
2. Install detention onds as shown. on the ap roved plan. Clear 199 ~
P P onl as necessar to install these devices. Seed any disturbed ~ ~ r r
Y Y G VEGE A areas outside of the and os a result to the iristallgtion of the 10' VEGETATEp SHEIf ' ELEV. 195 10' VEGETATED SHELF tOH~N tOH~IV
P detention ponds.
RETENTION DETAIL- NTS
H
I RE TEN TLON POND SECTION DETAIL
N TS
z 1 0
® ~ °m ~ ~
O r ®
~ ® ' ® ® ~
~ 1~ ~ ~ Q x' ` ~ =
o ` t,~~~ z
r ~ ' _ r-- 1~ A 0.~ ~
r ~ ~ .
- ~ ' 1 ~
~ j o < 02 ~ H
1 z Z ~ ~ W

~ ~ Q
.r ` f- ~ z r ~
I / ® o
1 9 7 - H z
~
t
_ ~ ~ W
' ~ i 1 / ~ \s

- ~ ~ ~ O ~ ~ a
~ ~ - 0 ~ o d ~ s ~O o
_~.s r
- / \
O 0
~ ~ 9 ~ REVISIONS:
® .
15 \
- / _1~ ~ ~9 o
ii' I ~ . ~.®s
o O r
i ~ ~ SCALE:
- ~ O - ,I, % AS SHOWN
- - ~ - / '
- - i./ / -
- s ~ J`~ DRAWN BY:

~ ~ - / 200~o J.D.K.__
C~ DATE:
0 ~ e ~ ~ ~ ~ , -
- 0
r ~ ~ 0 , ' PROJECT N0, t,
/ ~ ~ ~ t , ~ f ~
9 9 / ~ ~ o _
. , - r ~ ~ -
!n r l i r T~ inn
RCP C> 2.5% v ~ Z-
RETENTION POND PLAN DETAIL
SCALE 1',x_20' of

°°o~~~ CAR~jl°ao°°
~ d 1 $o:4o~ESSlo~9e ~
~.4 ~ I r I / I
~ i o ~ I o , ° 23728 °
/ ~ i ~ ~ o ~ 4
~ ~ I ~
NW 2-46 LF ~ i ~ # i \ 1 r ~ ~ °°ooa ~1 M.
~ OF 54 RCP o 0
Q ?.0% Q. r 1NV IN: 194.5 ~ ~ ~0~~~a~~~~ou~~~ PR 0P OSED DRA IAA GE PIPE °
® /
LEVEL SPREADER W
s ! / p. 23~L.F. 'W/.2x7' FOREBAY .Nauss B
•5 T~ ~ i u e INV OUL~ 194.0 9[ REUSE RIPARIAIU BUFFER
an Buffer , . , ~ r W ~w
P ~ e ~ ~ ~ ~ ~ ~ ~ z z
2~ Pub 1 r . ~ ~ ~ o~ / ~ Q
~ ~ o ~c~Se e11 ~ ~ L Y ASE~1Eru T
I I ~
r I ~ / ~ _ ~ I zo o ~ H
~ ~ ~ o o~ ~ ~
~ I ~ ~ o
1 ~ ~ i z w W _
1 ~ d w
i ~.x o ~ ~ o ~ o
oa ~ ~ W ~ ~ "
~ ~ z~,' ~ a w
Q F
4~ Ti \ d
i ~
~f ~ r.+:. klL
SCALE 7 =50 rOr,,
v
_ s f~ ~ L~
O VJ a
o z
w wx
wQ~a
p ~ z
~ ~
o
i
0 ® ~ O,
~ ~ U,

~LEI/EL SPREADER i H
23 L. F W 2X7 FOREBA Y i i
i
i q.. i
i ~
~ ~ ~ i ;z
r I ® ~ a
/ ~ Q
/
e o ~ ~ e ~ ~ x
~ _ Q ~ ~ ~ o
d L_- w _z
1 'r 9 a Q ~
~ ~
p I z
w Q ~ ~ o
~ \ / ~ { ~ w ~
- - ~ I
~`a
I • r t ~
r' e i I z
I ~ ' I I
~ ~
o w
I
' ! I 1- o.
I i ~
fl
- AI
„ ,
ALE 7 =20 SC
REVISIONS:
LEVEL SPRf LEVEL SPREADER CONSTRUCTION SEQUENCE
UP TO 8E 3-6"
- ABOVE EXISTING. 1, SITE MUST BE STA LEVEL. SPREADER L1P 3 LAYER OF ~f57 OUST BE STABLIZED BEFORE INSTALLATION OF LEVEL
GRADE SPREADERS SHALL STONE COUNTY. ENVIRONMi iDERS SHALL TAKE PLACE. CONFIRM WI TH WAKE
rY ENt/IRONMENTAL ENGINEER,
2 VERIFY THAT EX1S 1 SPREADER LOCATIC Y THAT EXISTING. CONTOURS. ARE PARALLEL TO LEl/EL SGALE: IDER LOCATION SHOWN ON THE PLANS, SLOPES `QN MUST ~ AS SHOWN
FLOW PA TN - 3.00 STREAM OF LEVEL. SPREADER ARE.LESS THAN 6~ AND O
CHANNEL RIPARIAN BUFFER DOWNSTREAM OF L ..THAT ND DRAWS A ND DRAWS ARE LOCATED WHERE LEVEL SPREADER WILL v~ ~ TY pR~!~`Q
DfSCNARGE: IF A~ ARGE: IF ANY OF ABODE NOTED CONDITIONS EXIST, c,~ ~O 0~ DRAWN BY:
LEtiEL SPREADER ~ SPREADER ..MAY NEED TO BE RELOCATED. ~p= pJ c~ FOB ~ J. D, H.
3. INSTALL- LEVEL SPf PLANS. CLEAR 0~ _L LEVEL .SPREADERS AS SHOWN ON THE APPROI/ED ~ OO
3' WIDE STRIP OF 1.50 0.50 AREAS IMMEDIATEL CLEAR ONLY AS NECESSARY. SEED ANY DISTURBED Q w ~ Z T ~ IMMEDIATELY AFTER INSTALLATION; 'IT tS" DATE:
F!L lER FABRIC RECOMMENDED THE ~1MENDEO THAT SOD BE INSTALLED IN CHANNEL TO Z n ~ 01~26~09
REDUCE EROSION l ;E EROSION ISSUES: ~ r-`~ ~y
4. INSURE THAT LEVE E THAT LEVEL SPREADER IS INSTALLED AT A GRADE NO ) PROJECT NO.
NOTE: STEEPER THAN 0. C 'ER THAN 0.05q TO ENSURE UNIFORM FLOW OVER LEl/EL ~
a LEVEL SPREADER L!P TO BE INSTALLED SPREADER LIP. a 0.50' _ A T 0-0, 05~ GRADE LEVEL) IDER LIP:
a 4 NOTE: IF LEVEL SPRE ® LEVEL SPREADER IS INSTALLED IN A .FILL SLOPE, SOIL
i
SHALL BE COMPACTED COMPACTED TO 95% OF STANDARD PROCTOR TEST v" ® - SHEET
LEVELS PRIOR TO INS) RIOR TO INSTALLATION AND SEEDING.
1 .4
AI I
SCALE 1 =1 of 5

on~°~~~ CA1~0°0?000
_ / L 1' l 1 / / ~ 1- / ~ ~ Note: ~ ~ ' ~ ~ ~ ~ , 1 ) ~ I / ( i Traffic Li t I b / ! / /
j / ) I ( ! ~ ! Xb to be 1nst~Olled y ) ) l f _ ~ : ~ 1 ) ) I } ~ - ~ / at ~ntersecteon b NC 210 ~ - ~ ~ ) ~ /
/ / " _ i I I \ ~ / / and Commerc's w ti ;c,- Il f ProPe _ ~ b 1 d e l I ~ / o ~ EAL ~ ~r6 n
I 1 _ ,N ~ } ~ _ : ~ / - / ) ! 1 D. B. 149 Pg. 1 j10= - - - ~ I ~ ~ . ~ A _ L~ B. 2~13~ }Pg. 44 I ~ ~ ~ o 023728 `~N o
/ > _ / / / 1 I I 1 ~ \ i ~ \ D. B. 1492 Pg. 170 ~ a~ a } } \ ~ - : / ~ ~
E~, % / / } \ 1 ° ~ P. B. 81, Pg. 308. \ e I 0. } \ j / _ \ 1 ~ `20' Pu611c~Urllty ~eme t \ } ~ 1 '1 \ I\ ~ ~ ~o0oo~h gobooo~
l ~I ~ ~ ~~OOOQQ
~ ~ ~
~ ~ ~ ~ ~ W ~
/ i / ! ~ ) ECM (~ean'ng)
_ / y(~~W nBI ` , ECM ~ ~ ~ `L' ~ I ~ y LWS ~ ~ ' ~ N
\ } W ~
1 r ~ ~w
~ z a 1~ ~ ~
~ ~.~o~
~ / t Ponds / ~ ~ \ J I I 1
I ~ ~ \ pa~~
~ ~ vB s OB- - ` v ~ ' o 0
/ / / ~ !
~ ~ / / , i \ ~vl y- - z ~ z ~ 1 - - w rn w
1 ~ \ ,~~z^
~cCee F par - _ ~ ~ / / _ _ _ _ , ~ / ~ \ I
}
~ /
~ ` ~ / / ~ 1 ` , ~ ~ ~ Q h
ip i ~
i

/ ~ i~'etla~ads / / / ~ / / / ~ I
1 ~ / / , ~ / ~ 100 Neuse / \ ~
' \ i / ' / r ian Buffer l \ ° I f ' ~ ~ ~ ~ ~ ~ ~ / x'011 P/ At I ~ , , a <C z ~ `
I lJmB P~ al~ll o o ~ o
/ I I ~ ~ ~ D.' B. 2,18, Pg. X44 ~ ~ ~ aU°z~` 0
1 ~ ° \ / / ~ I
f ~ ~ I ~ ( ~ WU~ ~ ~ ~ I ~ Q xz2rn
/ \ ~ - 1 U 1
~ ~ / Wetlr~ds ~ / , \
_ _ / ~ ~ j -
~ ( ~ )
1 ~ 1 ~ ~ ~ ~
- ; ` ~ ~
- . ~ i ~ J ) ~ ~ ~ ~ ~
- ~ ~ ~ ~ ) 1 / e
- - \
~ I ~
l e
_ \ \ ~ ~ } } 1 ~ ~ ~
ice"' - r/ / / ~ ` \ \ L ~ ~ z
- / \ \
HAro/d a. Nall / - > ~ ~ I ` ~ ~ \ ~ r ~ ~
~ ,,.a.--~- , ~ ~ 1
A B. 12527° .705 ~ .w / ~ \ I ) ~ ~ ~ x
~ - ~ 1 ~ o E(S ~ r
r ~e ~f~ W
? \
~ Elm ~ ~
J.. ~ , ~
_ _ _ _ _ I ~ ~ _ _ _ ~ j.
! y--
/ 1 Q \ , ` ~ ~ ~ ~ 1 Ell(
- ) ) `v
H
~
,
~ i ® ~ x
/ / i e, ~ ` ~ ~ ® ~ / \ 1 l / ( W ~
.~.i' / ~ .q ~ ~ , I /
i, ~ ~ \ ~ ~ ® _ ~
~ / / / , Q ~ ~
~ 1 \ ~ `
Ile~lN. Noll , ~ ~ i , f ~ ~
Q. N ll ~ e
- - ° ' D. B. 1252 Pg. 705 i ~ / ~ ~ D.`B~1337 P : 638 ~
. / / Ped Trams -One' ~ ~ ' EPK ~ - - ' i ~ J / - ~ ~ 1 ~ PROPB !~D BB d'BRYBD DY PULPC ~ ~ ~TBB ~IVD PUEIC DBN+B
a ~ \ / ~ - - , E/P ~ REVISIONS;
- ~ ~ / , 1 ~ P1~OPB U BD 7b B \ 1 ONBD l- S'UD.
~ \
gemetery N G ase La( ~ / ~ ~ x. .Xx /
l EIP y D. B. ~ 10 P . 91~5~ \ \ ~ / / / / ~ yo \
- 1 ~ o EFERENCES:
' D D K 1~ , P~G6 SCALE:
~ / i~ / .2~ PLATS PdGB 1 r9 1"=ao'
\ / X I ! PLAT K l,' PAGB Arid ® shown. -
~ } / / ~ - / / / P4 / DRAWN BY:
~ / ® ~ i ? /
~pN MUST •~0 J.D.H.
\ 1 / / / - / / ~ \ I L I T Y pR NFL DATE:
0
/ older 0 EP J~~ ~ TF~;~ 01 /26 /09 .
VQ~O (-~1 ~ ~ _
" / ,8 1594 P~/ 280 , / ~ / ~ / / ~ ~ ~ Z ~ PROJECT N0. w f~., , z
e j ~ i / ) ~ Q D rrr D t~l
_ /
~ I
SHEET
BWORE YOU DIGl.,.,OF