20071082 Ver 1_Site Plan_20070730

G
BR DNS WICK, NC LL w w
nP e etn a e o f t h e tl o n n l ow tro to o n LEGEND w o a a
PIPE OUTLET CONTROL DET ~ 95 Se~~~~a 5R , ~o i i ~ I , n d ~ I l sta e r a a r n p a erman nt ra n an a os~a contro , 'IPE OUTLET CC~NTR~L DETAILS at F (N.T.S.) < r r (y
~ I LO 0
ll Q(cfs) at 1" per 24 hrs = 0.8 ; ~ ` . Building ~ ~
.nrw..~rla. Activity Area o O
-w...... .~.wr I.,.f CL 0
° ~ po`o ° ~ Pipe Invert w/ 90° elbow, ~ ~ - ~J~ 5~'~ invert elev.- 63.5' / ; ~ - - - ! - ..r. ~~~J;- o ~ ~ Pipe Flared End a___.~ Tile, Proposed U a~ d L z
1 Bottom of pipe to ~ f U) >1
Q y~9 Concrete Forebay, ; ~ ~ ~ ~ I tt 11'-0" pe buried 6" for ~ ~ Water Meter z p a O z a
u4~' ~~~F-~ ~ ~ ~ I ~\SO~ ~ ~R~. 17 x10 x5 ~ ( L , 1 aquatic life passage U) o c~
Q ~ I ~ L~ - _ - Forebay Edge, elev. 64.8' J I _ _ 1" ~ ~ ~ a ~ 9~ pQ Water Valve
- t ne o a L cu
--_63_62_ ~ min. tic ~-w---~-~ ~.---9~_0~~---~.1 ~ Fire Hydrant U a ~
VI ~'INI T Y MAP Concrete Wier, Elev. 62.3 ,r s with apron NOT TO SCALE a,~+l.~ ~ rl~~ ~ ~ ~w ~ +iwrw.wA ~ A~IPMI~1 ~ wnnw~w. ~ ~A ? * b/VM~. • .w~w.~.'.'. . ~ rw~ ~r~ r.. .rte. rte.. r. ..rr- rte. ..r..~ ) t w ~ v o w LL c _
~ 11 ELEVATION VIEW "Filter Blanket • Manhole cu (1) > U) U O
6:1 Min. Slope ~ mer en c i wa Y ~9 4" - 6" Stone
3:1 Min. Slope . o I - .5' ev. Overflow Riser (wt trash hoQd); min. 9° thick ~ Power Pole N cu O QD >
12 Pipe, Elev.-63.0 S > O
Prop. Contours ~ (I O TV/Telephone Ped Ped. •a E a ~
cgs II~IIII 1" 4rfice, EIQV.~6~.3 I v - ~3. ~e . ~
X63 61 4" - 6" Btone min. "hick Fence
o Sewer Clean-Out -out b ~Ncvj
w 39 I~ Bottom Grade Filter Blanket z
'I
i ra Protection Pp Perm. i~eve! 60'
Tpp Qf Bank 11 4 Emergency Dram ;s
* SITE ~C~NTRACTOR: with valve - ~iM~~~ _j CY)
See detatled specifications, operation and ..~---r w z`o N
mainten~ce attached as noted from the ~f ~-„''r'_ e
Stormwabr BMP Manual, NCDENR f-rte"'.. - _ _ ~ g» RCP _ . _ . _ -+~{~p ~ ~ ~ ~ ` y ~ ;~s - - /Pr _ - - =sue - ~ _ _ ~ ' ~ ,r ~~j ~~f f 111~~
.~----'f
r--ma'r' ~ _ - . _ g.37 - - '
IN~ ~ „ ~ , . RCP _ - ..~•Ir 18 _ - _ 0 - _ . - 7 _ ` 6~ 1
~t - - , w ~ ~ + . ~ 1r + ~ ~ - - - Existing Contours - - - - ss _ _ ' ~ _ 66 - - 1 r o
~ ~ ! J I Y • , ~ _ 1 ~ + M 1_ •.r ....-r
,f _ ' - - - - - Proposed Contours - - ~ ~a _ . - 1
l~ \ ~ . _ z AA
E V. = 76•~~ ~ ~ ~ 1 _ - - , . ~ y ~ ' a~ r CD
• pK Nail - TBM le . ,o, J. ,..h-~ r .1 ~ ~ _ 1.14 j _...-5- r~r. O ~ Z tip
Exist+n9 . T ~ _ ~ 5 ~ ~ 1' -~~I 1 W ti N
_ _ _ - ~ ~ ` ' ~ i ~ o c~ L CO C')
_ . ~y_~ - we tia ~ of ~ , , 10 ~ ~sq e a a~ . Q ~ I~~ , CF) 0) o Ce) N
_ _ any ~ . - ~ ~ , a turn ~ l a~~ o . 1 T.... / . , , , ` / b, ~ 1 A -0 00
~ _ 7 - _ _ -a _ 1 _ 1 .1 l ~ / " ~ ~ fir. ...ham ~ ~ ~I ~ LIMITS OF DISTURBANCE, 1 W mNo a a~
_ 1 , 41~` ` ~ / 1, ~ . ! 1~°~ 3.9 Acres 1"] IBM ~
" RC _ IN1 1 ~ • . M ~ . , i ,/'w ~ 1 1 ~ ~ ~ ~ ~ W L. to X
~'1 v y :i ` , . ~ ~ J ' 1 r ~ , 0 fl. O lC
. , ~ 1 ~ .,.-r -r-. ~ f °h ~ 1 1 ~ ~ 1 ~ ! ~ r L 0 = m U.
1 ~ ~ ~ ~ / _ _ ~ ~ i ~ tS Z a V o
, p ~ w1 4 ~ ~ cS ~ ~ ~ ~ ~ 1 ~ ~ ~ i w ~ ,
1 i , 1,410 s . ft, of t ~ ~ , _ 1 g , d, urbance 0 s .ft, of Wend . g i a ~~N Z
~ _ ~ ~ ~ r - ~ ~ :~rbance , - 0 ~ ~ ! ~ O 4 i ` ` 1 ..:=v ti 0
- ~ r J . 71 ~ , 1 ~ ~ 1 ~ < < h . ~ i f ~ INN
LIMITS OF DISTURBANCE, ; ~ / / ~ ' . ~ ~ /1 n 11 , \ 1 d / r1 ~ t 00 ca 00-~ 10 M 0)
3.9 Acres Z - b~ ~ ~ r a~ ~ ~ , ~ I 1 ~ pfl T~
J " ~ I ~ ; A ~~,p ~ . ~ - ~ c~ ~ ~ ` , ~ / ~ 1 ~ / ~ i s 1
~ ~ F,•' Q I ~ ~ F ~ ~ . , • ~ 1. I . , ' 4~ ~~A ~ ~ f ~ ~ w ~ i ~ ' ~i / ~ I 1 74Q sq, of ~t d / / ~
~ • ~ ~ i , ~ - 1 . disturban ~ Pz 0
~ ~ I tom'" ' ~wR..:.., ~ • . ~ ~ t.S.. / ~ , ~ h ~5., ~ ~ r ~ .i' : ' , &A[ 0 CL
. ' ' \ ~ ~ 1.. " ti ~ / ~ s ~ ~ ~ p , ~ - fi5 . ~ .
~ ~ \ j~4 ,1 ~ r ~ t 1 N ' f ~ n '7 i ~ ~ ~ / ~ i / ~ . ~
. b i ~ i \ . - / _ _ , ` , SAM
? ~ •r••.. ~ ~ ~ t . x r y ~ ~ V ` - „yam ~ ~ _ i - I ' ~ U' / I ~ ~a ~
~ \ _ X . 5~ ~ 3 ~ t ~ ~ 5 P ~ ~ ~ ~ ~ ' ~ ~ . rn ~ ~ N ,
t \ ~ yr. "1. rAr. V ~ ~f. ~ J• ~5 i 1 ~ ~ , i r
0 ,r / . P. 7 t 1 ti....~ Or •6 _ f a+n ...r ~ ~ 1 1
9,~ r'f - ~ ~ - ' i r 7~ ~ / 1 , ~ ~ ~ ~ 1 ~ ~
~ / I / ~ ~ : W
~ ' . •63 ~ I r ~ ' i ~ i ~
~ \ ~ ~ / ! ~ ~ ~ ~ ~ i ~ ~ 1 ~ :
( - ~ / ~ i " ~ . 5 / r --6 / . . . . E~ /f . / 1 • . ~ . ~ I ~ r , / ~
o yl ~ t / / , . / . ~ ~ ~ , I / / ~ an / . ~
~ ~ / a i . • r / . L 0
~ ~ ~ / h / i / . i
HE~~ o,`~ ~ ~ , 1 ~ / ' r ~ l ~ ~ ~ ' ~ i,
.ro 1 ~ ~ / ,,L ~ , 1 ~ ~ , / / ~ / V 3 On II
Storm Drain Details ~ N I , ~ i / / N ~ ~ ~ . ~ i ~ i ~ ~ ~
15" RCP or 15' Corrugated Plastic ~ ~ ~ ~ Inlet Grate Efev. Invert Elev. Distance Slo e,% Actual Capaci ~ - - -~72 I ~ ~ / i' ~1 / / r nn.. ~ 'f / 'V i ! , W ~ 0
I ~ ~ ~ ~
. y ~ ' ....--..,_,,,~„u„ -7~+ "`fir ` j a an a one ion . , U) Z o y
Z ~ Z L 0 ~e
. LD oc
A 71.6' 69.1 ~ ~ . • i ~ 5 ' ~ v ~ m a d
B 69.8' 67.3 125 1.4 1.72 9.00 1 S ~I ' ! ( 4
C 69.3' 65.8 100 2.0 2.70 15.40 NiPv~, r ~ iPv~CJ~ ~ ~ 4 . ~a o m ai
' , r ' . . ~ mow. " „ "'""ti"'^wr ~ 1 ~ w
D 68.7 66.2 85 0.5 1.62 3.85 i ~ a o
E 64.8 105 1.0 5.88 7.70 ? ~ w• ~ / ~ , ~ • ~ ~ . ~ . , t Benton and ~ ~ . _ _ . __a . f ~ _ , 1 ~ DATE:
` ~ ~ , . , ' ~ , a 1 ~ - r ~ 5/15/07
.6 r~. , ` ' . ~ ~ • . .
~ ti b 1 ~ ~ ~ , ~ DRAWN BY:
• ~ \ ; ~ y
Compacted Fill TY P E I CATC H BAS 1 N J u ~r +n~ . ~ ~ I ~ ' ~ RAM
ABC, 6" N.T.S. ~ ~ ~ ~ 1 ~ / / ~ CHECKED BY:
Asphalt, 2" \ ~ / , 1
~ ~ ~ ~ o MFA
f , . ~ SCALE:
I r . w
1:40
15" Pipe Type 'E' Grate SHEET NO.
L 15" Pipe
6
Elevation View Plan View
OF 7
i