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\ ` - r ~~etla~~~s / / \ / ? pu7t~ic , ®p / / / ~ ~ / 20 , LEVEL SPREADER ~ d In =159.98
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\ \ ~ / ~ ~ ~ ~ yed e wo n ~ - To = -92:5y ~ o 0 0 avfeq ~ P ~ ` \ / /
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- - _ ~ ° wv our. zo . / ~ / ~Surfeae v our.• soo;aa+GL ~ i yge test ~ °m i n = / / / rrP d oome 1 , ~ MH 1/1 ` P d u / / ` ~ \ / / / / : IN: 20~ 5 A+ ~ ~ 1 n 1D ° ~1(J(is41 1n = Inv In = 1as a2 NC T I D E INE AT THE TI E F DRIVE AY PER /T
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' ~ _ M eria 0 i ~ 1 I ~ 1 ln~,h~= 158.97 _ / `106- - r 0 3 \ \ 0 " \ \ ` ` - - _ ° 1aa.g7 \ A A U OTHER 0 IONS.
\ ~ t ..lhv Out ° 158.95 r _ _ _ \ su\_ - ~ \ \ \ ®a ~ \ 18x.95 ~ ~ ~ ~ v / ~
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v Surface ~ \ / tO TAL NUMBER OF LOTS = 1 ' a C
- - - - - - ` rN:zri.3o \E e t a n ~ s
EIS ~ - _ - ~ e ~t ~ ~ \ a, -
® IMPERI/lOUS INtiENTORY ~ ~ ~ / 7 ~ \
~ o / ~ y ~ ` ~ ROAD 42,127 SF ~i
~ \ ~ e~ t1 ~ Pub is Drains e ` ~`i t~ / I ~ ~ PARKING 28, 773 SF GRA DEL 106, 436 SF
,r / / ( / ' ~ c Easement \ 0' ° / / / 6 a ` •tiYidth Varieso ~ \ 5 J ® ~ \ STRUCTURES 11,714 SF
/ / J i- 1 \ ~ TOTAL 189,050 SF(17,2
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- D. B. 1252°Pg. 705 / / / TeI~ D. B:~1337 Pg. 63B K 0 ` ~ / / Ped Trae One' \ ~ l ' - - \ ~ ( A / \ ATE AND UDLIC a'E ~T
_ 0 \ I PE U D DE REVISIONS:
/ ~ ~ \ \ ~ 0 / / o ~ _ ~ r Existing dLLTE C®~6'6d11® 119C® / R ONE i- UD.
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~ 1 x. .xX \ \ ~ D. B. ~ 10. P . 9~7 t / l EfP 2 g qe ~ ~ Q \ \
- - 5 ~ ~ r A 10 x 70' Sight Triangle EFERENCES;
/ l ` / ~ ° ~C \ ~ shall be reserved al all J / / td ~ ` d 'ogle K l~ , .PACE 07/0'7/09
/ J i \ ~t• \ street intersections. as \ / ~ ~,2 I \ shown hereon. I ~1! P T~ K ~~o PAOE I?'3 SCALE:
P !OK 1, PAOE 3 Aid ® v" 1„=100'
~ \ / / / / / ~ _pQ4 / \ / / / ~ /
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I / ! / / ~ / '®l ° This lat is a construction plan .cover l / / r P plan .cover sheet only. ~ ~1~ Cp
\ / I / r / / ~ I - - - - It does not conform to G.S.47-30 as c / / C~blder ~ EP ~ ~ 7-30 as amended v~ IL I TY pRNFO DATE:
~ /~u C. d~~rn1 / / ~ 1 nd is not intended for sales or recol s or recordation, ~ < i ~TF~~ 01/26/09
D. jl. 1594 Pg: 260 / i / / Uue to the eneralized nature of this / / / E1P / \ l t / , / 'e of -this plat, the o`~oJ ~ v ; j o ~ PROJECT N0.
/ , ~ / / lobs shoavn may or may not represent represent actual lot , ~ ~ Y
~ / / / / 1 l ° - la o t. Refer to recorded subdivision 1 ,division plats for ~ w ~ ; ~ _ ; ra ,
~ / I final of dimensions and acres es. l I / r° / ) J g eages. a z r ` ~ D rr,
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onfirm with the Enviromentol ~ 1. Insure the site is stabilized and c 198 ELEV. 198,5 198 ~ 99
En ineer, DENR 791-4200. 9 199
n on the a roved plan. Clear ELEV. 195. 10' VEGETATED SHELF
T 2. Install detention ponds as show pp T POND PLANT LIS n disturbed tio' vECEraTEo ASPHALT PLAN onl as necessary to install these devices, Seed a y tOH~ f0' VEGETATED SHELF tOH=1V tOH~N
MMONNAME SIZE ROOT QUAN. REMARKS y ult to the ~nstallotion of the areos outside of the pond as a res KEY BOTANICAL NAME CQ
"Ht. CONT. 12 ention onds. Inkbe 36 det p RETENTION DETAIL
~ Ilex labra 18"-24 CONT. 19 NTS
Hibiscus moscheutos Marsh Hibiscus ~ belia 18 -24 CONT. 21 F--~
GA Abelia randiflora Gloss a
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~t°~ ~ / LEVEL SPREADER CONSTRUCTION SEQUENCE
/ 1. SITE MUST BE STABLIZED BEFORE INSTALLATION OF LEVEL
~ ~ . SPREADERS SHALL TAKE PLAGE: CONFIRM WITH WAKE ~ ~
l COUNTY ENVIRONMENTAL ENGINEER. ~ Z
~_r~ ~ ~ ~ ` / 2 l/ERfFY THAT EXISTING CONTOUf?S ARE PARALLEL TO LEVEL ~
0 / SPREADER LOCATION SHOWN ON THE PLANS, .SLOPES ~
A _ l DOWNSTREAM OF LEVEL SPREADER ARE LESS THAN 6q AND ~ ~
I r..~ ® 0 i - , ~ / THAT NO DRAWS ARE LOCATED WHERE CEUEL SPREADER WILL U
DISCHARGE. IF ANY OF ABODE NOTED CONDITIONS EXIST, LEVEL SPREADER MAY NEED TO BE RELOCATED'. ~ H x
3. INSTALL LEVEL SPREADERS AS SHOWN. ON THE APPROVED Q
L_-- 1 PLANS. CLEAR ONLY AS NECESSARY. SEED ANY OfSTURBED
6 X, AREAS 1MMEDlA TEL Y AFTER INSTALLATION. I T !S W~ Z
.RECOMMENDED THAT SOD BE INSTALLED 1N CHANNEL TO
0 ! 6 j REDUCE EROSION ISSUES. ~
0 ` 4. INSURE THAT LEVEL SPREADER IS INSTALLED AT A GRADE NO STEEPER THAN 0.05 TO ENSURE UNIFORM. FLOW OVER LEVEL W
J SPREADER LIP. W ~ p
' d 1 U
l ~ ~ NQTE.~ IF LEVEL SPREADER. IS JNSTALLED IN A FILL,SLOPE, SOIL ~ ~ Z
j' ~ ® •4 ,q SHALL 8E COMPACTED TO 95~ OF STANDARD PROCTOR TEST
~ / ! 1 I LEI/ELS PRIOR TO INSTALLATION AND SEEDING.' Ul
l ~ y Z
f 1 1 ~ _ I
~ 1 1 t 1 O
~ O _1 1 M ° W
N
0-
- A 7 =2Q SC LE
..REVISIONS:.
L!P TO BE 3-6.,
ABODE EXISTING LEVEL SPREADER .LIP RA 3 LAYER OF #57 G DE o~/0/09
STONE SCALE:
G~`aN MUST.. AS SHOWN
3.00' ~~~~ITY p F~
FLOW PA TN RIPARIAN SUFFER _CNANNEL
~Q ~ R~,T DRAWN BY: o~aJ x{
o V~ €
(mm'"~ r O ~ 61, ~ = a ~ , ~ DATE:.
J Z= J W ~ z` ' 1~
3' WIDE STRIP OF 7.50- 0.50 z ~a, `~,F~i,,~ n r`' 01%26Fg
FtL TER FABRIC . a ~ ~~r t z'1~~ ~ I PROJECT N0.
~ M
NOTE.•
a LEUEL SPREADER UP TO BE INSTALLED
a ~ 0.50' AT 0-0.05q GRADE LEVEL a.. ~ ~ ~~1 v

7.50 I
41
LEVEL SPREADER SECTION DETAIL
OF 5
SCALE 1 "=1 '

ooo~°~~ CA1~p °~ooo
/ ` / / Note: 1 E t
~ / ~ ~ I ~ ~ / / / ~ Traffic Li 6t to be installed I v / ( ! I 1 ( / / \ ~ l I 1 r / \ d.. r / g \ y ~ ~ / / / / / 1 ) I I 1 ~ 1 ( ( - - \ / / at intersection o NC 210 - - ~ a~BBth a I / ~ o ,m ~y.9 / / EAL r' `~l
/ e ! l ~ ~ r ~ / and Commercial rkwa . n o 1 ~ / / / / / / ~ ~ 023728 ''11j
` ! / 1 I I ~ 1 I I \ ~ / ~ y b ~m~ P~~', a hl~i I / A J Prooe~t! , LL., , ~ / e ~ - / ! I ` \ \ / / ! _ - \ A , J}: B. 2&`13, ti g. ~ 44 1 I ( - / / ~ ( ` ~ DAB. 149 P . 1 0~ - - - ~ ~ ~ ~ ~ I o
/ " ~ / ~ ~ \ \ g (7 ~ ~ ~ / v ,e o z v \ P. B. 6 , Pg. 3e~8 I ~ ~ sm e
/ j / I ~ ~ \ \ - - o \ D. B. 1492 Pg. 170 \ c a I , 1 , \ ~
j ~ - - / ( ( ~ \ ~ \ ; ~ \ / P. B. 61, Pg. 308 \ ~ I 4, \ I\ l ~ ~ \ \ ~ ~ 20 Publ~c~tl~llrty Easeme t ~ \ I ~ \ \ \
/ / / ( \ P. B. 61, P . 308- ~ / I I ~ 1 \ \ \ t ~ ouoaoaa \ ( ~ 1
z` ! ~ i ~
bl~~~~•n~l 1 ~ ECM ° ~ ~ o ~
~ 1-..~~ $Y LWS W tit ~
~ _ / / / / ~ / / 1 / \ ~ \ \ / / / i ~ / / r / E ~ ~
Q ~ I / , 4 r N p x
/ i ~o~~
L i 1 / / ` ~ / f 1 o / ~ \ /
/ ! / t ~ Pend i ~ . e \ ~ / 1
e eel 1 / / t 1 1 / / \ e \ e _i ~ I I i ~ I~ ~ ~O~~o
P I ' vd r T- - ~ w z
c~ \
e a \ `'s
D. B. 149 Pg. Y~7Q4 ~ / i ~ ! \ 1
n ~ r e~
~ \ ~ o / / / / / - / a~ ~ 1 , ~p
f ~ J
~ J -
~f w
\ _ _ / / / / ~0 e ei / 100 .Neese / \ ~
1 ~ / / 2 / / / / e r , ~ / l ~ ian Buffer \ ~ l d~~ nt l ®i p., o z, ~ ~
I dJmd P~~ ~~~h p I ~ v o z
/ / D. B. 26P'', P . X44 a ~ ~ O
\ e ~ \ ~ / / ~i I ~ w wUC.7o~
~ ~ ~ ~ / / ~ ~ ` I q ~zzco l
\ / ~ ' ~ ~ ~ / - 1
\ f ' ti I ~ L- ~ \ O \ a
/ -
e ( !
\ \ y, _ ~ \ \ ` ~ \ ~ ~ ~ I° ~ rig ~ ~ ~
~ \ I
O i \ ~ \
~ ~
/ ~ ~ ~ z
~ ~ ` o
r
a C. l~~U~..-' I _-r_
B 2~''. 705- - v, _ . 2~ / ~ \ ` \ e \ ~ O 1
\ ~ \
\
l / / °m - - - - 58.4 i7 Nc. - - ~ \ Q \ ' / / / ~ ` ~ ~ ~ ~ ~
\ ~ /i e ~ - ; l.J
SEX ` ~
° °200« / ® ~ _
- \ H
~ / , ®I J W ~
r ® e ~ ~ W
~ d._~ / 0 ~ 1 ~ ! ~ ~
~ \
_ ~ I ~ ~ / e
~ ~
/ ~r 1 ~
\ ~ °t ~ '
e C. Nil. ~ d ~ 1 / ~ ° ~ 1 t t~0 .
_ / D. B. 1252 Pg. 705 ~ 1 ~ ® Tel D. B~1337 Pg. 638 ~ ~ ~ , / / ~ EPK ~ ~ / Ped Trae One' ~ \ ~ f ? / ~ \ a ~ ` PE S~ddV Y U LdC
~ ~ ~ ~T~R dM PUDLdC S E~ REVISIONS:
- i / ~ ) \ \ \ \ j> f ~ \ / E1P l~\ ( / / ~ ~ e ~ \ ~ ~ P P~ U D
` ~ ~ 1V~ l P SU.
..d s E~risting I \ A T~ ~°®~'6F~ ® ~~i~® / ®f \ ~
- \ Qemetery N x,L,ase Lot,x\x / / \ ~ v D. B. 210, P . 92q / / \
l EIP \ g / yp \ ~ \ e / i / /
\ EFERENCES:
/ / / ~0 1 ~ D K l~ ,PACE SCALE: PLATS ®P~C~ ! 1"=100':
PINT K Ql® PACE D
\ / / ~ ~ / av' A?~ a rr t ~h®~n. DRAWN BY.
~ `QN MUST J.D.H.
e \ v~(1L I TY pR~F~~ DATE:
~ ~ ~
T 01/26/09 ~ J ,~"4'~ \ ~
( dar / / EP J ~ 1, ~ %`i` ~ ~ p PROJECT N0.
i ~ D. .1594 P/. 260 ® ' / ~ / / / \ / / 6 / / / /
/ / ? E/P ~ ® ~ / / C Q~ ~ ~m
o / i

Jririn 1 'y of
CONTACT ONE-CAM CIENM
1
_oF 5