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~ ~ ~ ~ . ~ ~ ~ 1 10.02-09 Added Clanficatton Dimensions & Notes e ® ~ Q
~ Ut a ~ ~ ~ 0 3worth Companies
15~ an D
6 and -157
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~ PH. 865-671-2281. ~ocksvil6e, Nol~h C. lie, North Carolina

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E 1524574.0566 _....J ~ .,,:,,..,.....~,~a.~~ ~ n N 799441.3368 ~ ~ ~
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N 798622.0259 i " ~ - N799141.6596 ~ 0 ~ ~ h_;l
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i 93.649 _ N 7890 ~ ~ 1 /~N799093.6496 ~ ~ ~ W.~ ~ ~ I
N 798835.1349 4'i ~ r•- ~ E 1524943.7146. Benchmark ~ E 1524953.44 ~ ~ c~ E 1524983.447 ~ to
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E ev, =848.16 a N 798802.5877 { I ~ ~ N 798932.90 z N 799125,46: E 1524952.9707 ~ co N 799125,4628 ~ N 799261.3251 ~ ~ 3
I ~ wt ~ ~ E 1524893.59 E 9524968.0 ~ ~ i E 9524988.427. E 1524974.1461
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E 1524946.2797 o.~..~..~~,,,~~a,,~,~..._.~ 8~ E 1524963.6995 . ~ ° z...,e..°o N 799425,1769 ~ t~`~
U N 798443,095 9.573 E 1524933,5315 N 79855 N 796766.271 E 1524981.5252 ° p ~ , E:',
E 1524964,$664 N 798864.1592 N 799121.0817 E 524876.0434 1 7 22 N 99060.3 5 ....121.0817 N 799228.9722 e ~ ` ~ s3a
E 1525018.1301 E 1525026.4951 E 1524999.8575 4999.8575 E 1525004.7193 o e ~ea.~ea~~a~a~ee.~ p F N87°25'17"w p~ 1.
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6' 202.1 Q 202.16' N 799258.4406 164.42' . N 799422.2526 ~ 5 E 1525039.0764 E 1525046,46 I '1
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E 1525014.1832 d , ° b N 798056.4475 N 798556.0493 N 798762.7073 > > ,o h 9 % dj ~B, ~ /,~'1 E 1525029.9758
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p, ~-F'"'"'"~ 798989.39 E m
~ 1525198,23 ( y
p 'N S ~ ~
J ~
p I Le en 9 'L99 V
d~ Z General Notes m N s g
~ Property Line r N w p f ~ ° 1. The contractor is specifically cautioned that the. location andlor elevation of existing. utilities
V f ~ I m Existing Curb Line d' N A i
U 4 Z i~° 4 as shown on these plans is based on records and where possible measurements taken in z ~ the field. This information is not to be relied upon as being exact or complete, The i
Y is ~,°h Existing Light Pole ; ~ r ~ 1 contractor must call North Carolina One Call and any utility that does not subscribe to One y~
3 ~ New Sidewalk ~ ` Call at least 72 hours before any excavation, to request exact field location of the utilities.
t~ 1, ~ It shall be the responsibility of the contractortc relocate all existing utilities which conflict
~ New Buildin Edge ~ g ~ ' with the proposed improvements shown on the plans. , ~ ~ ` ` r~.a,
0 ( m New Curb ~ , ~ 2.Owner: The Hollingsworth Companies , "v.
U ~ Two Centre Plaza > ~ , r
t New Curb and Gutter a..~ Clinton, Tennessee 37716 ,
p New Concrete Z Ph. $65-457-3601 ~
e r4
N New Heavy Duty Asphalt Paving N 799008.9141 = E 1525495.4114 ~ , `ip 3. Topographic Survey by: Land Development Solutions ,
~ - son ' 310 Simmons Road, Suite K
Future Butlding and Parking Expan i / Knoxville, TN 37922 Ph. $65-671-22$1 Drawn t3y LAD
0 ~ ~ ~ ~ _ r °~1
' 40 ~ ~ 1~,~~ ~60fOfl~ L®t 1 D ~ 14,4 ~C~f~
` ~ G ~ ~ ~ u p Approximate end ~iie~ktd 1IV~~~
- ~ I of exist, pavement u ~ 5. Property is located in City of Mocksville and is Zoned GI.
'm n ' n t urb reference face of curb. _ ~ c' u ~ 1, All tll e sio s o c ~ ~ ~ Approved E~~
~ ~ ~ ~ 6. Unities: Water. City of Mocksville Utility District
z ~ p 2. See Architectural drawings for building dimensions. All dimension shown to ~ I Job No. 209001-
building on this sheet are approximate. , i 1 Sanitary: City of Mocksville UtilityDistrict
k ~'ti 1 1 "=50' 09-04-09
(D 3. See Utility Plan for new and existing utility line locations. ' Electric: Energy United Scale Date
x 4. See Grading Plan and Drainage Plan for new and existing storm system locations. Gas: Piedmont Natural Gas
C102 R Sheet No.
p `R
- -

t:
t N
1 ~
85 1 ~ ~
~y 1 ~ ~
~ 0
~
~ ~ ~ C;,i ~ ~ 6k
y ~d"p~7
1 ~ k' ~ 1 ~
'LF
l d~ ' c~ ~ ~
I,.j J;~ ~ ; ~~i j ~ e® i
r V
I IL - k'~ Catch basin to = - - 11 l - F.:l
b demolished. 1I II ~ e - -
Y See Sheet C104 VIII Il II li r~~ ~ ~
;,,u ~ ~ ~
CSI) ~ ~l WM , ~
~ C.7 _ k,~ ~I ~ ~ SS SS SS Backfill new curb. Seed and I n~ ti ~ E ~1
~ i \ r.. f:, _ mulch all disturbed areas. i
$58 s.f. As halt ~ ~ II 31 Lf. Curb and p / 1 _W.~ a
e oved ~ Gutter to be removed 143 Lf. Curb and paving to be r m ; / - ~ ~ I ~ C"
li Qualm give e coordinate with owner ~ y Gutter to be remov d ~ 2.5 ~ 14 ~ ~
~ / I
representative and NCDOT _ ~ _ , _ _ ~ ~ _ _ Exist. grade ~ W
Exist. concrete curb and ~ _ _ _ \ gutter to be removed y" l ft down ~
41 W _ _ ~ W . _
Catch basin tQ ~ -G G G G G G ~ ; G G G ~ G ~ ~ ~ _ ~ ® ~ W G-'G----G-G
be demolished. ~
0 ~ r F'H See Sheet C104 Sawcut existing ~ F'N ~ ; New concrete i ~ ~ r- ~ iii' ~ curb and gutter ~
rj ~ concrete V W~ { ~ New heavy duty paving I ~ ~ ~ ~
~ i ~ ti~ , \ ~ ~ ® N ~ ¢¢4AA? / / (wodth varies from 4'-4'} ,/y` r ~ N ~ ,
~ 518 s.f. Concrete I ~ l~ i o ~ r~~~
~ 1 ~ ~ ~ t / Y~~
~w ~i paving to be removed ~ r' w ~C W p~
~ rl p•1 % i . _ ~ ;N 1
~ ~ . _ ~ ~ ~ ~ f
~ ' i ~ ~ a E';
~ I { ~ ~i ~
F~ ( ~ u: m,~, ~ ~ ~I ~ ~ ~ f~~ z
~;i ~ t
~ - ~ sd; g ~ ' ,i ~3 .Ta~
~ ~ / ~~s` ~ /
F , ~i h / ~ ~ ® kra
:l i i ~ ~ ~
Y:~ i ~ a i
;t
GRAPHIC SCALE ~ 1 Ei ~ ~i~
30 15 0 30 60 ;r. ~ ~
w r : ` ;
.`I ~ ` ~,mc_
00 O [,~j ~ {
® ~ CV . Legend ~
~
~ a o,~ _ , - 1 _ _ a
Q ~ _ J , a ~ , , _ _ ® Adjacent Property Line
1 ~1 o'~ Property Line Ej ,
1 ~ ~ Existing Curb line ~ 4 c
^e ~P - T 1 Existing Concrete Paving ~ 0. t `l , i
L. \ Existing Gas f ? t'
~ ~ - ~ _ U t, ~ - ss 55 Existing Sanitary Sewer ~ : 0
~ , ,_____T__. r Existing Telephone ~ CA '
F:S _ 1~. i ~ "
- ti _ Existing Water ~
I _ F~a Existing Fire Hydrant ~ ~

. a Quality Drive Extension If ° - ; - ' Existing Water Meter ~ ~ s
N ~ ; - - Qualit Drive MH Existing Electric
~ ~ , Part of ND-156 and ND-157 ~ ~~~.w;~ Quality Dnve _ MH Y ~ ) ~ - v ~ k, II Im ravements To 1. ~9 Improvements I~Op t~J~c~7. r'J~ -ErY ~ ~ r~
p `r _ _ p p tea, fl , ~l Inv c5'. 5. ~4 /i7 V Existing Power Pole
of ~ ~ - - - ~ u. Existing Storm Sewer Yak E
I ~I - - - °l ~VM HR6d M New Paving o
M ~ ~ e~ c o ~ ~ O
U I, M H New Curb and Gutter ~ ~ o
~ I ~ 247 s.f. New - ~ I ,I _ _ Proposed Quality Drive Extension u - ~ - ~ ~ /~~;C/ ~ Existing Concrete Paving to be Removed o
a _ _ concrete paving. 151 Lf. Curb o. a
9 See Sheet C104 w w > ~ Match existing grade and Gutter ~ , New Concrete Paving -
L co 0 ~ N U
- _ rn
_ , Y = General Notes ~ a
a ~ ~V - _ ~ - G _G - ~ - c, ~ - G G - G
G - G a ~ ~ ~ ~ l - ~ ~M 1. The contractor is specifically cautioned that the location andlor elevation of existing
35 Lf. Curb / / Overla as halt when
854 s.f. As halt Pavin . Y p ~ ~ / P 9 z and Gutter , mstallln new curb FH ~ ~ utilities as shown on these plans is based on records and where possible measurements z ~ tJ ~ taken in the field. This information is not to be relied upon as being exact or complete.
i See T ical Road Section g I ~ .~5.. Yp r / ~ / ~ ~ The contractor must call North Carolina One Gau and any utility that does not subscribe
3 i v Detail, Sheet C105 ~ ~ 1 ~ ~ I ~ / to One Cafi at least 72 hours before any excavation, to request exact field location of the f'~
~ ~ ~ ~1 ~ utilities. It shall be the responsibility of the contractor to relocate all existing utilities which ~ ~ _ ~ ,j~ ~ ~ conflict with the proposed improvements shown on the plans. ~ ` ~ ~ ~ t
~ ~ _ / - \ Existing 1 1 ~ f.
o Z~~.~S ~ concrete avin 1 i ~ i ~ ~ i / 2. Owner: The Hollingsworth Companies ~ ~ ~ _
p g v, ~ ~ .Two Centre Plaza ~ ' ~ d E ~
't` ~ ~ ~ i Clinton, Tennessee 37716. ; ~ ' ~:(t ~s ` ~ ~i a~~
o - Z r ~ ^ ~ ~ ~ ~ ~ Ph. 865.457.3601 ' ~ u
u _i'
as - ~ I ;I ~ ~ 3. Topographic Survey by: Land Development Solutions
~ ~i ~ ~ ~ I 314 Simmons Road, Suite K ' l ~ I Knoxville, TN 37922
o ~ I Ph. 865-671-2281 Drawn By LAD
~ '
~ i i~ i~ ~ ~ff~~gf#~ I~ I4r~(4d IB I~I~ 9} Mia6k6Vlllg ~Ild IS ~BIt4~ ~I,
I ~ \ - O i' ~ , ~ I~~ e~~~~~ INH66
~ ~ ~ I ~ 5. Utilities: Water. City of Mocksville Utility District roved EJB
1r i ~ I ~ ! ~P
c \ a I ( i ' ~ Sanitary: City of Mocksville Utility District ~ ~ i l; ( ~ ~ Job No. ~Q9(~a~
- „ , ~i o. ~ / ~ I ~ ~ I Electric: Energy United
~ f i~ i I
i ' C ~ ~ ~ ~.~~=30' 09-04-09.
I I I Gas: Piedmont Natural Gas Scale Date
N GRAPHIC SCALE
3° so
Layout Plan 's x 03
Sheet No.

.n.,, ~ . . ~ Drainage Data
, ,
.e 1 xr v . ~ ~ , , , o izootti ' I ~ ~ ~ ~ 1 ~ 1 ~ ik~ / ~ ~ f A Vv V v~, ~ ~ ''v ~5 Structure # Type Top Area Drarmn0 Fiow to Pipe Size/ Inv. DS tnv. Len th Sloe N f to structure Structure Material 9 P
_ - ~ , i ! ~ ~ r ° ~ ~ ~ ~ ~.I , ~ ~ yA , , v v. Note: QDR OS-2 shall be constructed at end of QDR CB•1 Curb Inlet 824,34 0,38 acres 2,48 cfs 15"RCP 820,02 819,4 .30,3 2,0% C L
Refer to Site Grading ~ r ~ ~ ~ ~ ~T , , A vv ~ , ; ~ ~ " ter uali ~ ~ ~a ~ ~ ~ ~ , , ~ v v ~ ~ ~ , ~ v , ~ ~ prajeat in conjunction wtih the Wa Q ....M,. ~ : mM.~ ~ ~ _ ~rt~w~"`"" QDR CB•2 Curb Inlet 824,34 0,32 acres 2.09 cfs 15" RCP 819.4 818,0 55.0 2,5%
i Plan, Sheet C201, ~ n , ~ t , v A , , ~ , , ~ , ~ " In lieu of the outlet ~ n> i ~ , , < < ~ ~ ~ , t ~ A ~ v Basin -See Sheet C203. for site storm system ~ / ~ , r ~ ~ i ~ i ~ ~ ` ~ shall install two additional 1^ W~,.,.,~"~~ QDR HW1 Outlet Headwall 15" RCP 818.0 Q 0. td
~ i ~ ~ ~ ~ ~ i ~ a ~ ~ . ~ ~ ,,A structure contractor ~ information r t ~ > > ~ ~ ~ a i , ~ s ~ ~ ~ ' is shall i ~ ~ ~i / , i ~ ~ ti , , , ~ ~ 'joints (16) of42 RCP. The additional loin all I *QDR OS-2 Structure - 35,2 acres 97 afs 42" RCP 802.0 800.0. * 118.9 1.68% ~ ~ N C
i ~I d' °q i ~ I ~ I , ~ ~ s ~ i air , / , ~ ~ ~ ; ; _ va , , ~ ~A , v v ~ ,be removed when outlet structure is installed, ~ QDR HW-3 Outlet Headwall 42" RCP 800.0. ® r- 0 _ ,.y. _
~ ~ ~ ..1 " ~ , ~ Rational method used for calculating Bows ~ ® ~ V
v !-t. y i „ v ~ ~ i ~ ` ~ i ~ ~ ~ ~ •v • See Sheet C203 for mod'rfications to to i=6.92 inlhr for 10 year storm with minimum 5 minute time of concentration for CB°s ~
i ~~~~~•~Existin 30" HDPE (to be constructed in PfD~eGt slte ' - I ~ ~ \ ~ ~ r ~ ~ ~ 1 ~ ~ ` Basin ~ted in i=5.2 inlhr for 10 year storm with minimum 12 minute time ofconcentrationfor OS-2 z -C sin) *
_ 1 ~ ~ p \ , , , ~ ~ ~ i ~ , i ~ ~ , ~ ' ~ ~ v conjunction with Water Quality ) .~.~~~.u W QDR-OS-2 shall not ~ ~ 0
nG~s~,,.n of Note: Total Disturbed Stream Length - ~ ~ ~ y ~ be constructedlnikially. Storm structure cheul ~ ~ ~ z w,„,,, it shall be constructed Structure # Type Top. Invert Northin , Eastin I t,~ ~
r ~ ~ ~ ~ v \ .55~ L.F. tractor shall construct French ~ QDR OS-2 , , ~ \ 151 ft. Gon ~ ~ ~ ~ i ~ 15 RCP in conjunction with the 9 9
=0 ~ orated Pi a from Inv >~02v00 ~ ; ~ , ~ ~ Drain with 12 Pert p , , ~ ~ ~ ' ~ ~ o Wet Detention Basin QDR CB•1 Catch Basin 824,34 820.02 N 798996.0101,E 1525398 9603 ~ ~ > Cut existing 12" Pips at construction. Total QDR CB•2 Catch Basin 824.34 819.4 N 799026.3017,E 1526399 6765 F,' ~ ~ 0 ~ .
stream beginning to 42 Headwall. See , ~ i ~ ~ , , ~ ~ ~ _ 4~~Beglnning of ~ ~ r I , ~ a~ - northern R.O.W. Cap and length of 42" RCP A QDR HW-1 Outlet Headwall - 818.0 N`799056,7544, E 1525353 9099 a 0
stall ~ -.~f~ Sh®et G106 for d ~ °n Stream ' i , QDR HW~1 ~ ~ - ~ , ~ w , i Blueli e ~ , ~ y ~~,a 9~` ~ ~ i ~ ~ i ~ , ~ ~ i ~ ~ ,Inv 818.00 ` plug with Plowable fill 118.9 + 16.0 =134.9 Qp~ OS-2 Inlet Headwall - 810,00 N 799078,0828E 1525257.5686 Z ~
"~r ,n: t I 1 1 ~ _ ~ ~ , r, i ~ i ~ ~ QDR CB~2 1 Remove all storm pipe and Lf. Q +d ~ QDR HW-3 Outlet Headwall - 797.76 N 798941.5723,,E 1525275.5490 ~
~ a ~ , , ~ ~ r-= ' --t-. ~ , ~ Sta 0+96.11 ~ `~r • :I~, - structure inside of R.Q.W, II Q ,
F_3 ~ i ~ ' ~ ~ i ~ Offset 16'R FOC i ~ u ~ , ~ 1 i i I~ \Pf~~
~ i ~ 2 - ~ ~ Top 824.34 ~~i. iii . . ~ ~ 1~ _
,1~~ ~ ~ ' ~ ~ ~ ' - nv. 819.4 ~ . - ~ . _ -_-..OE ~ ~ ~ , - - ~ ~~.a, u,4~ti 1 ~V I r~ ! ~ , I ~ ~ ~ ~ t (i fin I ~ I ) ~ I ~ rii III

~ G ~ 1 3+~ ~ ~ 2+00 ~ i ~ ~ '1+QO ~ Nf +t~q ~ry II f
1 ] - ~ ~ .I~ _ ~ ~8 ~ ~ Center + ~ ~ N ~ f0 ;'v' _"T._ q ~ ~ ~ `i V ~ N ' ~ ~ 9 Quality Dnve ~ ~ ~ N .
~ { ~ ~ ' 0 wv ~I C ~ ~
_ e01~ ( x ~ I ~ 1 I ~ p¢,ck L`r ' i . b r ~ r X104 Lf.
{,f~J _ „la _ euU4MFVYf.® r T ,v,t~e~s ~ , V 1~ ~ ~ ® - - - `G~ ?Ga ,~,,r . ~ I f ch - ..,I r Fren 30.3 L.F. ;
I QDR CB-1~ 1 ~ i i~ Drain -820 r ~ 2: ~ ~ X15 RCP Sta 0+96.11 H Ex. 828.97 eH 4"~ ~ k
~ry r ~ a ~ ~ v o , Ion ~ 2.oio ca ~ , , • V F
~ ~ ~ ~ , ~ -=1 @ Offset 16 L OC N.T.S.. ~ , ~ Top 824,34 I ~ J i i r Ex 827.78 ~ 1~~ ~ ~ ~ r
I 1 ~ ~ ~ . $2a.oz ~ i •118.9 L.F. Inv ~
r ~ ? ~ ° ! o 804 ~ ~ ' A Possible New ,a, ; ~ f t F° N. oo ~ 0 42 RCP ~ssible New F End of pipe not found. Contractor to ~ ~ ~ ~ ~ W ~ W I"~i
' ~ o: 3 ~ ~ r Junction Box ,`b ' _ ~ ~ t ~ ~ w ~ ~ ~ @1.68%z-, r ~ / ~ ~ , „ r ~ i~ t i1 ~ i~ i ~ - lncttan Box " ~ ~ ~ ~ r verify activity of existing pipe. If pipe is ~ ~ ~ ~ Qp r'
~ " .1 : r ~ r ~ rJ ~ ~ active, contrackor shall construct new ~ ~ ~ ~ ~ ~ ~ N
i i ~ ~ QDR HW-3 i ~ ~ ~ r % ~ ; r , / j ~ ~ , . a ; ~ ~ Inv 800.00 Junction Bax on southern R.Q.W. on ~ ~ ~ i ~I l ~ Q ~ ~ r ~ m ~ ~ t
I ~ , l,.%' fi j t , , i ~ i . existing 12"pips and connect to ~
i ' ~i i gg, t ' ! ~ , ~ QDR-CB-1 with 15" RCP. Cut existing ro ~1 ~ ~ rb f N 12" Pips at northern R.Q.W. Cap and ~f Y r k`
4 ~ r ~ ; ,;d 1 85 ~ ~ I , , - - 29 .0 ~ ~ , plug with flowable fill. Remove all storm m I'
~ i , ~ ~ r pipe and structure inside of R.Q.W. ~ ~ I
~ ~ r ~ ~ ~ - W POINT ELE1l = 824.66 _ _ - ' LO q ~ ~ I ~
LOW POINT STA - 0 96.12 _ _ ~ l ,I~ ~ A.~ r:
_ _ _ - - PVI STA =1+60.62 u ! / r.
VI ELEV = 821.83 r ~ ~ g ~ , 40 P i ~ 'a - - , s~.~~ _ A.D. = 9.70 N . r ~ ~ ~ ~ ~ i ~ ' ~ _ / f = fL
- - ~ ~ - - ~ - - l i i r i~ ~ , K=30.00 - ~ © i~ ~ ~ r l l ~ ~ 1 ,
~i o ~i f , ~ ~ ~ , ~a ~ ~ „ ~ _ m o 00 ~ 9 ! ~ i° I .
_ . ~ ~ I ~ 1 ~ ~ o
~ - - U U ~ a i ~ 1 ~ - ~ > > ~ rj l~ ~ i ~ //,y ~ 3 ~ ~ ~ r, ~ G i ~I~ Y ~ ~
W W ; ~ ~ t _ t ~ 835 r ~ l ; N i ~ ~
_ - ~ ~ , r A I ; h i ~ _ _ _ ~ r ~ I i , ~ i
, i. ~ f , ~ ' , j ' ' t,~ , ~ l0 . ~ ~ t , i j ~ ~ ~ ~ ~ ~ ~Ii GRAPHIC. SCALE ~ ~ ~
; - ~ ~ i ! ~ t , ~ ~ 5{0~ 25 D 50 100 f
~ ~ m - I r g
i~~ a m [t] t r~ I ~ N i ~ ~ i i-i 83 ,N W~ iI ~ 1" ~ }
- r ~r
4~
- 9 U ® ® ® e
- rain - I r~ e I I l u r, `I ~
© 825 a - - - 1
o o e~~----- N a Le end ~
~ I ® , _ _-_..-.-._~_~a,~ i,,'1 ~ ~ ~
_ _ g ® ~ r f _ _ __10. ~ ~ s p- _i 4 E 'k - ' ~ - - - - - ..Adjacent Property Line ~ ~ ~ ~ ~ 'J
a F _ ~ s !Z - G ~ a ~ Praperty,Line ~ ` J [q' ~ ~ t V
~ Existin ~ ~ U 820 a ~ APprox. ® ~ ~
' 12 HDPE LL - Location - - - ~ - - -a--- FI ~_.._To Be _ Y.., Existing Curb Line a ~ ~
? ~ Existing ~ _ ~ ~ J M~-_-_-- --_____y..-__~~_____-------.---- ® y ® 9 T < ----Removed. - DPE - __-New J ~ ~ 0 ~ , _ ~_G_ Existrng Gas , ~
i 12 H ° - - R- ~ ~ t _ ~ F: G N ~ 12 RCP - - - t ~F ,
To Be o k ~,Frr- o -Removed ~ ~ - ~ ~ " "`f ' ~ ` --s5----ss------ ExlsttngSanitarySewer I ~a > y ~
s 2 p r--. a ~ _.__r , Existing Telephone ~ ~ I,
81.5. ~ o ' ~ ' -Y, Existing Water ~ ~
,o ~ F.:...., .g y ; ~ ~
u~ o ® ~t o - , ° ~ ~~Y~ • 1 u i1 .A "y"~ 1 FH ExlsUn FireH Brant h ; 91 WM ~
N _ - t 11_._ _ ® ~ ~ W - _ _ _ - o--- ~ ~ Exlstin Water Meter R~~ ~~N ' c~ g , - -
- - - - - 6- o - ~ ~ ~ , I ffa ® ~ i p v _ . . ` _ ~ Existing Electric t ,
$10 ® _ ~ _ _ _ s' _ O _ ,o - _ p ~ _ . _ s 4 s v ~ ~ ~i
N > > 4 ~ u 4 ti - ®P.-.-__ Existing Power Pole ; i p , ~ U ` . ~ ~ - Existing Storm Sewer ~
. I 1 { c ~ I!
~ LL ~ ~
® is - - ® d u -ir:, ' II II `II` ~ ~ , _ ~ ,1 ~ New Curb. and Gutter ~ II p z N
805 ® ~ _ N 798980.6992 24 . _ p _ E 1525097.9682 u 1 ~ ~ New Concrete Pav~g ~ ro j
~ ~ iii ~u u i II ~ °3 ~ , ---~~r-- ' ~ ~ m E ~j
• ~ ~ 164 R o r ryii Nip II vtn~ ~ - --1- - x o
_ New 42" RCP _ 35'R - ~ i - 3+ao _ _ 2+00 1+00 1~ r~ + _ _ N88°3 '49"W 00 III ~ ---ss--- ss -ss ~a ~
c i - - - ® ~ m `
e ~ u ; 800 a _ 29.25 ~ Quality Drive i N a ~ Z
_ ~ 0 35 R °3 _ - > _ _ ' p W~ w _ . _
y, - 1~ . .
~ _ . ~ rn Sta 0+00 5 f G G G ~6 - G G G G'G G r r.. 5f H T - ~ 0 4 ,
24 co ~ - N N 799008.9141 F(I ~ O G i
~ 47.5 R u ~ d 795 ~ I E 1525495.4114 ~ o
N ~ rn rn w o tL I t~ N ~ ~ o u~ o ~ o m d; ~ r? O ~N 'd:o N41 544) . ~ Benchmark See Sheet C103 for ~ ~ z ~ N
(A cv ~ ~ . co a ~ r: N ~ o ~ u~ N ~ N o 29.88' ~ Iron Nail N (0 Saw-cut existing Quality Drive widening in pavement approximately 5' , ~
N N~ NN NN O~DN a7N BMW , / _ U oo ~ oo ~ m o 00 0 ~ m Elev - 810.00 this area ~ ~ beyond existing 12" pipe. ~ I ~ ~ , s~'' ~ ~ r
z a I 89.39 35 R I N 7989 ' Repair with nsw paving ~ m ~ J ~ti`~~~.;~,~
I E 1525198 3 + 0 3+50 4+00 ..w~~ _ and curb & gutter. ' t~' ~"1 '
~ +50 1+00 1+50 2+00. 2+50 3 0 d ~ i 47.5'R 0+00 0 co ~ ' !1 ~ , ~ ~ a a iii , ~~d ~ ~ ~~c,~l --I s~.
•Q 35'R L=107.68 I
N o N R=148.00' ~ ~ rn o I ' r~ ~ ~ ~ i #u t~~
U d- N ~ o ~ i N 798958.4622 o N N Tan=56.35 , ~ ~ ~ ~~YJI~4'1~ yy
N N N N ~ o° ~ o o ao E 1525117.9283 =105.32' ~ L o 0 0 0o Ch I I ! ~ , ~ ~ ,°,~~~,il''t ~ ~ a ,
~ Q ! S70°2939"W Z f ~~3 ~~~"'?iiIG11t``~
I ~ i l I~ _
N ~ . ~
I~' Drawn By LAD I~
~C r' ~ ~ ~ CU M ~ ~ N N U to N N N O ~ ~ p`-p 00 CO I ~ I~
Q ~ ~ ~ [0 ~ I w~
i I , I f l'
a t, ~ ~ Approved E~~ I i.~N I
~ I rn F ~ ~ i ~ tj Job No. 209001
c ~ ~ 1"=50' 09-04-09~
~ I I l ~ i In~
Scale Date
m GRAPHIC SCALE
50 25 0 50 100
C1 04
t" = 50' Sheet No.
x 1 3 Quality Drive Extension -Layout Plan .50, Quality Drive Extension - Profile 1 #_SO1

~
~ L
~ ~ v~
0 r' t~
j ' Q x ~ U, ~ .N ~ ~ F,
~ M,«~, ~ '
j/' 41.. , ~ c o
,a. .,I ~t: PAVING ~1 j ® ~ ~ `-i
1'.
roe ~:~~~~IM 2 S9,5~ ~ ~ 1 ' ~ ~
9il A 8IN9ER C~kJRSE 2" 119,0 ~ k
_ ~ - ~ ~ ~j
4- a • 1~~ 9A~ 1~" ABC ~GG~E~A°i'E ~ k~
~ i 1, ~ 28 STD. s~CT~aN ~ ~ _ ;
SFEOU#:~ER TYPI TY1?~ SN~Uf~~R SU80~,QD~ ~A~KFIL~. fN 9 MA~IMUf~ L1FT i ~
A ~ f:4' 19"p 1 _ , S n L1.5° ~ ~ ,
r. '1 n n f . phi 9 i f /~r. r
PAINS N'~T~
1 ~ J ~ ~ ~ v~ 1. C~ftil~'AOT AGCREOAIE ~i~t~~-SA~~: T~ 1Q0~ SrA~IgARi~ cv
~,r j STS, OURC3 C1~~, E'R~~GT~R. Afa~US~ h{t1f~T~JRE AS f~f~4Q~f~~ Imo, N
~r:'
1 Tl'F~. ~ OR 2:1 r. ; Z ~
x 3 , ~ ~ SEE PLANS OCf~PA~GT APE~R~D ~Rl~f~~'fLL 9~~ Tkfi~fC~~,~ ,~a ~ ~ f PR4~EOR T~f'~QU~~~iOUT GKUEPT ~~aE T0~ ~ ~"~QT ~ ~ ~
ti 1 ~ ~p f NCT TU SCAI.~
~8 'r OP SUE30[~Afa;w Sk~AI~ BE ~Oti~PAC71~U TQ 3CC~ ~ ~ ~ ~ T~~f~~f~© p~~cra~~ p~~a~ f~o>~~ sue~~~a>r 4', ~ 0 W
E~~~ r~ t~ca~~t~ ANf~ ~f~~~r~~~~°~ aP~~l~~~; `''s Q ~ W
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N.T.S. N.T.S. ~ ®

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o F~~' 0
~
~ 4i ~ c~:~ 'L Y
a ~I
~ ~ U G(I DEPRESSER FOR F"lAT GRAPES 7 6UF'f~R LINE 2'n AP~tD- UNgER FFAME, Hopp & ~GR`ATC„ ~ ~ ~
~ at i ~ 2., f.•~
O J r"
a a Bs r N
~ ~ ~ ~ A~~f t+ vA~#ES m. -
p `,i; ~,URB FACE . CATCH ~ AT 6'ARQ.c~ ~ c
5;?~1~(~ 'U~11{.1 f {11r~ t71;.IWIV~ kd..r•'` tid II~iJ1 8" 2r Qsr ~ ~ 4 ~ MEN. ~llV[~9VS~Vi'~ ~ '~r~ ~
t ~SF ~ I.~'1L I M'° r.?""t~ ~
N pA1~~~ T- 1 % c . . o ~ ~ ~ T... - ~ r~ . z' ~ PIPE HEIG`fH WI~TN cn
","l ~ r_ I, W1.r~ a 'r ~ ouTT D,4 'H' s
~ I~ « J ~ as G,
U" 21+-. jpH ni.'_ ~fl :tl i-i .F E{ rrGG 11 k'.!
H 1 H ~
3 TYP, 2 -'6 ABC TR#1C ` `~QT~ r. 11 S~'CN. 4'-4" 3D" 3'W~pa~ 3`°4" 'W' ~ 16"~ ' 3B" 4'-4" ~ 3'-1A" 4::~
N I GRACES SNOWN ARE MA7Sif~Uh~ G CCN~RETB ~RNgUT All Cfl~#CRETE TURNOUT n i n i .
n n o ~ SHAi,I~ ~E s ^T#~«~ ~u~ .gym- 4~3 5-4 a-p
CA 4V~RACTE~ rMWtrt..
a,: ~ 1 ~Q~ CAR BACK OF' ~,-Q,; 8„ ~ 5 f o ~.y
O
U .y R1~AIN Bl~'~T Jt71N`#' PA'V~h~ENT ~ i ' ~ C~C war C
= 4 BUR~AC yy °T
~ UR#VEWAY 1~D£ _ a. .1, ~ i .r r C7 ~
ROAti S~'ANUA~U Ct3R8 m SITS EXTRUpEO CURB TO B#SSIPATED BETW~Ei~ N ~ F- 'I~ S~; ~ r. r ~ U.
} ' #GH ~ :BEGINS ~ H 'NTH' ~L o H _ - THESE L#M#T~ IYA~: 1 ~ I z
A $ l~t~NG TAPER fc f s off ~ y, . {T ~r"ll r4 w~:: ~'U V".l ~::rv" "4r. ~}V~ 1-. l~ l'~.~.4 ~ 1 FOR GRAPES I 5'-O°
..,,.w,._..._....... ' OVER 2~ ~ 0 m c5
~ ~ ~ _ e ~ ' ABC $T0~#E d ~ 1 1 CURB & GUTTER d N %4' f~XP'. p
~ R ~ GRASS:: i . TYP,
U? AREA ~ '~1 ' ~
U ~ j tL ~l C) OEPR~$SEQ GU1i'~ER k~t~RMAL_~lfi'fTER UN~ o ~nr~ ~ ~Ii~E TO' MAX, z T
z , i ~{r ~ Q ~ V E U ~ ~ ~ -n f~ - _ ~
~ b ~ ~ GEN~R~QL NOTES: ~ ~ ~ ~ ~
Y 5'-O" MItV, ~ ~ i. SEE STANDARD DRAINAGE STRUCTURE FfJR i2" f FqR GR'ApES . ~y~~r~s,tA'~ OVER 2% ~ ~ 4 d~
~ ~ N ~ ~ _ Fl1RTHEi~ INFORMA114N. ~5, ty . F ! ~ ~a`,
U Gl#TTER c~ ~~F. ~c~~z ~s~ a~s.Qt ~4 ass-oto 2; START FIRST STEP 8" BELC?4V TOP- rjF WALL. V t"~ ~'rM!~ ~ "~~~i_ ~
_ _ _ _ L .,1• C~~QT ~ C A~, 4•~ 3. C:B FRAM6 AN© HOOD SHAEL BE p ~y g~ ~ 4'`~~ ~ `
0' ~ IB z ~ EXP.. ~1T. TY'P. NOfiE'; PRCV{U~ TRAI~SV~~SE U.5. FOUNDRY X5181-6428 HEAVY DUTY T~~~t1 ~Fi~d'i ~T~H ~'I~~``,~
1 I CCh~STRUCTION >#OINT~ AT 9:~' q.~, ~lA~, ~tcoor ~s~a.o~ Tr~E'e' ~2" THR~ 4~~~~ PI~~ R~:~NC~ov~sn ~ta.9,~ ~~~~~jr'4i~liirt',~'~~~`~
a~
N
U
0 Drawn By SAD
1
~fiecke~ ~W~~
Q 3
Approved E~~
c Job No. 209001
0
N.T.S. 09-04-09
U
Scale Date
m
s X
5
3 Standard Driveway Turnout 4 Curb and Gutter Standard Brick Catch Basin N.T.S.
N.T.S. N.T.S. Sheet No.

~
Notes:
L
1, Concrete shall 4,500 psi @ 28 days perASTM 0478. ~ ~ Q 0. ~
2. Headwall shall be Installed on 6"thick layer of base stone.
~ I~• e 8 a s p ~ ~ o
3. All fill in the area of the headwall shall be compacted to 95%
1 ~ 51 71,731, Standard Praetor {minimum), 4 Es 7.74 8 8 8 ~ ~ ~ ~ V ;,r
~ m Wingwalls shall be reinforced
r) ¢ 11 - ~ with #6 Bars @ 12 O.C. Each ~ a a ;
cn • 1. Way (Front Face) and @ 9 Q.C. i \1\ 11 P~~ p ~ z ~ l 7 ~ I
~ ~ ~ ~ 1 Chamfer on all Each Way (Rear Face). ~ - ~ ~
Expos®d Edges ~ • ~ ~ ~ ~ ~ s i ~R 2 circular p®rforatlons at ; ~ to
~A ~ ~ ~ I " 2"Clear ~ ~ ~ N i
#6 Bars @ . ~ \ i i M every 45°, Perforation ~ ~ ® ~ ~ diameter = 0.375" s„ ~
g, ~ ~ ~ ~ ~ pia
1- ~ I ~ - ~ ~ ~ i
~ ~ " ~ #6 Bars @: II ~ ~ .1 ~ ~o 7, ~ ~ ~ p ~9 / I i ; ~ {
9'° O.C. Wingws i 12" #6 Bars @ 12 Q.C. i
~ Perforated Each Way -Front Face i - i Base of ~`,I B r 12" i
~ HDPE Headwall #6 a s @ O.C. f #6 Bars @ ~ Each Wa -Rear Face ~ I LPL ~ ~
„ I y ~ 12 O.C. i 3'-5111 7•-731, 31.511, i Entire French Drain
~ 2 w 1= i 4 2 i X ~ ~ i shall be wrapped in ~ N i Filter Fabric ~ 1 ~ i~`
~ ~ h
i i #6 Bars @ _ _ ~ ~ E, Cf~ ~ m ~ ~
- 4 12 Perforated HDPE ' 12" O.C. i " . . o'' W #6 Bars - r~ ~
i Inv $02.0 i k;. r-~----- _ i ~ - ~ - - - - - i Front & ~ i ~
~ i #6 Bars @ i ~ i i 1. W i Rear Face ; 'i 4 ;
12 O.C.. i - ~ i ~ ~ ~ ~ .
each way i / i fi~ ~ i ~ a, - - - - 42 RCP ~ ~ ' ~ ~ ~ E;~ i 0 0 0 0 0 0 0 0 0 0
i ~ i 51,411 ~ i°~ Inv = 800.0 i Base of Wingwall
: 'F y ~ ~ Ke ed i i ~ o 0 0 0 0 0 0 1 ~ r"'
#6 Stirrups i _ y y Joint 2p, . i - - - ~ I o 0 0 0 0 0 0 0 0 0 ~ ~ `~i ~ ~ N
a @ 12" O.C. ii • i ~ F~ ~l ~ pj
Win wall , Base, of Headwall . g • • O O 4 O ~O ~O O o O h
s Base of Headwall 7 , z (p E~ 12,~ ~ ' ~ r,
~ ` i ; . Perforated ~ ~ ~ r Y ~
I! _ HDPEpipe 0 0 0 ~ W
Bars - ,~~-.nR ~.T.~~: „~m„ ~-Tm -~~.~m;,~,:n ~ _ Headwall bars Shown Only (Base B Nn Only (Base Bars Not Shown) -E- I-I °I ~ ~ o ~ with soak d I = kkk
~ 8 O.~'.. , " 0 0 0 ~ ~ t], f c:~
y . . ~ M \ U each wa 1 co r , ~ ~ ~ 0 0 0 0 0 0 0 0
M N i ~ ~ ~t~ ~ ~ -
Turned down toe of 0 0 0 0 0 0 0 0 0 4~" ~ M ~
base {below) 1:; .311 11'-11„ 11-83,1 #6 Bars @ z 0 0 0 0 0 0 0 0 0 ~ p Fri
1 '84 4 4 11 8 O.C. ~ ~
~ 1 ~ 11 31-g1, 11.311 F, each way ~ ~ p~+'J ~z
r 1 3"
I: 14-64 ~.,i M i

® m a 3'
I t~ I a
,,'I t k.i '
p,; z; E1
l
oa r r ~ i
o N.T,S. N,T.S, i `
N ~ I IN 1 I. ~ ~ ~ ~ f"1 ~ ~ ry ~
18' f,
i I l ~ ~ I i i ~ ~ ~ 1 ~ ,y, F;', I ~ < -
o French ~
f U ~ ~ rain ~ `I i r~ D r I ~D~(~~0~~~~(~~0~ ~ Elevation 801,5 ~ ~ fi ~
~ i ; ~ ~ ~ i i~~. °~°Q°Q°QcoQo~}°Q°Q° old o
~ _ ~ I 826 ~ ~ ~ i i
s , oQoQoQo~QoQoQoQoC~o ~ Elevation 79$.5 ~
~ ~4~~~1 ,;!.....--~--~-°r ' I ~ ~ Gabions installed with a ~ ~ ~ ~ 8' 0 0 0 0 0 0 0 0 0 0 ~ a~
[ ~ ~ ' ~ ~ no Ion itudinal slo e U Q o ~ ~ ~ 1' Entire Base Gabion shall ~
U ~ ' ,t , i a ~ Rip-Rap shall transition to
I h f x' 'n h nne ~I ~ s a e o e isti c a 1 I Invert 42 ~ , 1 beginning at end of Elevation VIEW be installed on 6"Thick p Layer of #57 Stone m
'3.' r r 1~ 814 ~ ~ RCP = 800.0 ~ ~ Gabions Plan View
1 ~ i ~ ~ r ~ I~~~~ ~ ' ~ ~ ~ s1a, ' ~ f.!~
~ a , i ~ E I o ca 0 0 0 0 0 0 0 0
o r~~,~, j i r ,l I ~ ~ 808.. ~ ~ ~rAp ~ ~
- ~ ~a a , 0 0 0 0 0 0 0 0 0 N ~ ~ A i ~ o 0 0 0 0 0 0 0 s in - I v tin 79.5 , , ~
O a~~ ~ ' ( O i ' N.T.S.
V ~ ~ U t~ ~ f 1/ 804 ap ~ ~ P o ~ r~ ~ ,
~ N Gabions p ~ 26 Val ~ M~~ ~ r ~ ~ m ' ~ rn y
~ ~ 'o o~ • ° ~ ~ ~ a~°~ ro ° 3:1 Slo e v I N! i.f~ 12' 4~_8~~ ~ o ~
2 f Sfo r ~ p ~ 3:1 Slope Rip-Rap shall slope from _ I--1 Elevation 804.5 i i~~~~-
0 1,~, (below Elev. ~ invert of Headwall down to See Detail 4IC503 for 806 r i (below Elev. r i f % ) ~ ~ ~ ~ _ Ri Ra Outlet Protection 9 r ~ ~ ~ y~~C fi
U f; ~ 806) ~ = existing grade of channel pr P ` ~ ~ Diameter ThicknesslDe th ~ ~ / r ~ ( I 1 P , ~ ill ~~)l ~ ~~J~-}
i I l ~ ' ( ~i ~ ~ ~ 1 l and installation instructions ~ ~ i~Ra I r 0 0 0 0 0 0
r , R P- P ~ ~ 6' Elevation 801.5
~ Install Rip-Rap to match ~ ~ Outlet f > ~ . m F " , I ' channel widths and ~ . ! v~ eXlsting Protection ect'on ieuv
o sha a downstream of Gabions ~ ~ ~ ~ ~ ~ i 0 0 0 0 0 0 1.r~" ~ I
! i P 1 Channel sha a slo a and ve etation N.T.S. _ , , / P. P 9 ~~~~o~ ~ p -
m ~ 1 ~ shall be restored to exisGn conditions ~ ~ ~ i 9 0 I ~ ~ : r ~ I downstream of np-rap -
:f i ~ 0
v Slope above wall varies. Plan View Elevation View
N "eW See Grading Plan Ian i U 0 Z
Z I 1 "=20'
2nd Level Gabion -Elevation 841.5 r~
N.T.S. , ; I
ca _ Headwall Elevation 807.5
.a 3'x3'x6' Gabion Basket
~ O 6° O o a "~t;~',. _r o ~ ' h
U Notes: G'
>r 1. Gabions shad be constructed in accordance with manufacturer's 3'x4'-6"x12' Gabion Basket ~ ~17~~1~1~~ ~~k~~,~ Ei 6 Elevation 804.5 ' ~
recommendations. O O "~%'C;3 aS`-rr,.r~ ~ rr-rT.r~ n~ ~ ~ r~ ~n~'~r~t ~`~.`-''C."7~.xr-, ~ "~.?r~ 4. ~
Z acted soil and all abions. ~ ~ o 0 2. Provide filter fabnc between comp g
~ 3. Provide 6" thick layer of compacted stone under gabions. O O 3'x6'x18' Gabion Basket C C o' r~ r ~ o~ ~
~N o 0 0 0 {or combination of ~ smaller baskets to give t-/1 N~ ,1
n
O O O O total dimension) ~ p 4 a ~ , ~ ~ ~ L, ~ , r~~ • oQ o ~ ~ ~ r : ~ ~ vr=- Drawn B 'LAD s,
~ m_~ _ _ . l
, . 0>
N f, t~~~~":..L"_tc:~u'd.~.l~~...~J.'~„g,.c'~'~4c'_"~'r`~r_'^?9°1,~.~~~:i.._!t`sS~`4,~"~f°'`~h~ Ul;~ G~D Approved
C
.4 Rip-rap Outlet Protection Plan View Elevation View yob No. 209001
a e i ie
n ~ i i h e r e a= n n w r Ao Ahf~~l 1(1 n~ !1(]
s U sra Levei union - to is zju4.o ~-u ,V VL Vd
N.T.S. ML N.T.S. Scale Date
W
ions a Headwall C1 06
a
As Noted Sheet No.

4' wide bottom
Grass Swale with 9i ~ ~
Rip Rap Energy Dissipater 3:1 side slo s Storm. Structure Schedule See Detail Z1C304
Structure # Type... Top Invert Northing, Easting , C s` 858 r 12' gravel access drive. J,.... °a ~ ~
~ ~ ~ ~ 8 _ 50 3:1 CB 1- Catch Basin 834.59 830.84 N798694.6113, E 1525005.2167 ' ; + Match existing 1 Q a ~
CI 2 Curb Inlet 838.01 82821 N 798848.3026,E 1525033.1928 < ` 840 r 850 _ grade of Allen Road ~ ~ N ~
Ct 3 Curb Inlet 842.91 838.91 N .799172.9615,E 1525049.4907 832 ~ - _ - " i -
CI 4 'Curb Inlet 841.15 836.90 N 799330.1852,E 1525136.6318. \ ~ 834 r- ~ - ~ _ J 840 - ~ - -X8475-- HPa7,55 ~ ---847.5-,--- i - - V ® ~
~8 r , 1 ~ -=c-•-- ------837.5-----o - - . - - - - - - - HW 1 Outlet Headwall • 829.45 N 798996.4798,E 1524644.1891 c'~ - - - - - - - - ~ - ~ Z C
HW 2 Outlet Headwall • 827.00 N 798926,4247,E 1525018.2700 \ = ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ' ~ ~ ~ ~ _ _ ~ ~ I ~ = ~ - - . _
, HW 3 .Inlet Headwall 825A0 N 798973.8913,E 1525021.9809 ~ _ 4a ' ~ ° /~S' ~ 48.25 ~ ~
HW 4 Outlet Headwall - 820.00 N 799074.6308,E 1525128.2653 38,25 ae.~1 34.75 aa,~ / 32,60 - I ~ - Line LL - ~ 1. ~ - i . , ~ - 48.25 I 0 ~ ~ z°~ 48.25 ~ ~ ~ w
HW 5 Outlet Headwall - 820A0 N 799169.6041, E 1525123.9967 ~ ~ Llne A ~ Ine B L`Llne C L Llri~e D line E~ ~ L Line F W Une G ~ Une H L Lln I L Line J ~ Llne K ~ J B•1 ' ~ ~ ~ ~ ~ 7" HW 6 Outlet Headwall - 820.00 N 799328.0876,E 1525183.6636 ~ \ \ \ ~ , > T• 834.00 Une KK L Une JJ ~ Llne II ~ Une HH Une GG L Line EE L Line Llne FF ` ~ t N ~ ~
t , \ A ~ ~ i ~ JB 1 Junction box 834.00 830.20 N 798994.5622,E 1524597.2749 ~ \ Roof Do nspouts. Refer to ~ ~ n ~ ~ ~ / ~ ~ ~ >
~ \ \ \ Architectur I tans for~exact locatio . \ ~ ' HW-1 \ ~ I Line WW Roof Downspouts. Refer to ° / / C t ~
1 ~ ~ ` \ Inv-829.45~~ ' 40 Lf• Architectural plans for exact location. / / ~ Q- ~ 10" PVC t., ® Z ~ ~
- \ \ ~ 1 i ~ ~ I i 31.10 ~ ~ 1 ,1 ` ~ \ p I oo ~ ` Q 2.0%: ~ ~
\ \ o CC ~ (n ~ ~ \ A ~ \ i ~ I o i \ ~ o p ' 1 W •w. \
Storm Pi in Schedule \ ~ i ,
\ \ \ ~ ~ ~ a I 4 wide bottom ; Plpe SizelMat, Length. US Inv. DS Inv. Slope ~ , \ \ ~ \ Grass Swale with s tl+ V ~d
" ` ~ \ ~ ~ , 3:1 side slopes A 8 HDPE 30.0' 835.38 835.08 1.00% w ~ ~ ~ \ \
~ ~ 1 u ~ o A .a ~ A 1 ~ B 10 HDPE 30.0 835.08 834.78 1.00% / w ~ 0.
V ~ \ .34.75 X342 32.60 0° I ° 834,78 834.4$ 1.00% ~ \ \ ~ i w aa•. C 12 HDPE 30.0. ~ o w `,r
' 34.18 :1.00% ~ \ 1 A 34.101P \ \ ~ II D 12"HDPE 30.0 834,48 8 \ ~ 48.25~i ~ t ~ 48.25~i I N ~ - - _
i ~rj E 15 HDPE 30.0 834,18 833.88 1.00% ~ " ~
!i F 15"HDPE 30,0' 833,88 833.58.. 1.00% r>.~~ ~ ~ \ I~ - i o ~ ~y_ A ,,~I m, ~ ~ ~ i ~ ' ~
.r ~ G _ 15"HDPE 30.0' 833.58: 833.28 1.00% w ~ ~ P w., ~ ,1 ~ @ .r, C;1 ~ ~ ~1 W _ " aD ~ ~ _ Wr~
` ~ .00° w 0° o \ ;.„f, ~ ~ ~ ~ , , tsEure Dcck ~ I ~ I ~ H ' 15"HDPE 30.0' 833.28 832.98 1 /o o \ 1 t ` ~ \ ~ ~ I 48.71 48.71 r ~ , `1, _ - ~ - ~ ~ vJ
.,i 11$"HDPE 30.0' 832.98 832.68. 1.00% ~ ~ ~ I I, ! r. ~ ~ o 38.71 ~ ~ ~ ~ \ I - ~ aa.71 4' wide bottom ~ I.'~ ~ ~ i ' ~ ~ W
~ ` _ J 18 HDPE 30.0 832.68 832.38 1.00% s '1 ( ~Fg$,25 ~ Grass Swale with ~ ~ ~ O Z t. a
F K 18 HDPE 30.0 832,38 832.08 1.00 /o ~ 1 " 1 ~ ~ 44.84 45.09 „ ° ~ FFE - 838.7 v 3.1 side slopes. ~
L 18 HDPE 187.51 832.08' 830.20 ~ 1.00% ~ I ~ V ~ ~ j ~ + I y.. ~ o \ i ~ ~ ',44.95 F FFE = 845.75 - ~ - _ . - ~ . i~ •J ~ w I _ ,
. M 24 HDPE 46,95. 830.20 829.45 1.60/0 ~ ~ ~ I ~ ~ ~ - 44.40 ~ " , o ~ 1 ' ~ ~ ~ ~ OD _ _ ° W J ~ ao ~ ~ ~ ` J
N 8 HDPE 30.0 835:38 $35.08 1.00% ~ . ` I t ~ \ ~ ~ ° ~ i ~ ~ I ~ ~~37.11 ~ \ 44.60 f ~ F ° . ~s ~ ~ ® j N 1
0 10"HDPE 30.0' 835.08 834.78 1.00% ~ I, „ 3a,lt~ 37.71 b~, - ° ~ ~ I ~ ~ ~ ~ ~ , P 12" HPDE 30.0' $34.78 834:48 1.00% ~ ~ i I ~i ~ i- \ ~ - - ~ ~ ~ J ~ X r4i
` ° \ ~ ~ ~ ~ \ Q 12"HDPE 30.0' $34.48 $34.18 1.00 /o ~ 0
~ ~ i 'I \ ~ m ` - - - - R 15"HDPE 30,0' 834.18 833,88 1.00% , \ 35"69 w , _r ' ~ All downsp~yt~loading dock ~ , ~ t ~ ~ ~,~1
\ N ~ ~ A ~ \ ° 48. 5~ \ 36.02\ S 15" HDPE 30,0' 833.88 $33.58 1.00% ~ ~ \ \ ~ 48. 5- . ~ 1 ark shall spill to fade and 1 - ~ ~".t ~ _ _ , ~ ~ W Od ~
\ ~ ~ \ ' T 15"HDPE 30.0`' 833.58 83328 1.00% ~ ~ \ s _ .Y - _ - incl~ide downspoq~t guard, See- ~ ~
~ o ` ~ ~ 38.25 ~ CC2 2.60 _ _ N U 15 HDPE 30.0 833,28. 832.98 1.00% \ n ~ ~ \ 4 \ \ - _ ~ iw`_' % Detail 1.OIC501 ~ . ~ , _ ~ - {
~ 030 , A \ \ \ ao V 10 HDPE 30.0 833.89.. 832.98 3. /o ~ ~ \ ~ ~ w ~ CC 3 ~i4a.25 ~ ~ a yRoaf Downspout: Refer to, % . - , , ~
3 .78 2.89°° ~ oo Dow s outs. Refer to \ ~3a,lo - ~ ~ ~ ( W 8"HDPE 20.8' 835.38. 8 4 / R f ,,n p \ ~ ~ au w au -850- ' „ Architectural,plansfov exact location. ~ ~ ~ ~
;j X 8"HDPE 30,5' 834.78 833.89. 2.92% ~ \ Architectural plans for exarct location. ~ ~ ~ oa ~ - - - ~ ~ Line UU'(Spill through ~ , ~
° I \ a ~ Y 15"HDPE 50.5' 832.98 830.84 4.24 /0 ~ ~ ~ ~ eo ! ~ w ~ tP ~ . . _ _ - - f~ See ding dock + ~ ~ a, ~ curb` In loa
- ! Z 1$"HDPE 154.25' 830,84 826.21 1.71 /o ~ , .5' 828.21 827.00 1.48% ~ \ ~ ~ w - ~ _ tai~b 1 ` Une NN area , ' _ _ line PP De IC50 - - ~ Z
AA 24 HDPE 81 ° , Line N line 0 Line P' Llne Lyne,R Line S r Line T Llne t1` Line V a ~ ~ I _ , - ~ o ~ Lirie MM ~ ~ ~-Lins QQ ~ ~ rLine DO ~kl'ne lT r, 1 ~ ~
.825,00 $20,00 3.45/0 ; ~ ~ ~ I Line x , Llne W a .35.69 ~ I BB 30 HDPE 145.0' ~ , r•. 45.33 ~ 44.45- , _ ~ ~ ~
' CC 8"HDPE 30.0' 845,3$ $45.08 1.00% . 38.25 ~ 38.71 N - " PE 30,0' $45A8 $44,78 1.00% ` _ ~ ~ ~ ~ - ~ DD 10 HD 3a.25 ~ , w 48.71 i ~1~A - \ - - ~ ~ #8.71 I + , . "48 71 44.75 ~ - p" 44 75 ` ~ \ f. , _ .
o ' ~ ~ ~ ~ ' ; ~ ~ N. 825 ' ~ EE 12"HDPE 30.0 844.78 844.48 1.00 /o 838 ~a
" o 8 6 - / \ site Stairs ~2 0 844.48 844.18... 1.00% ~ ~ , r j FF 12 HDPE 30. 31 ' Site ~ ~ °846 848 ~ %848 ~ ~ ~
_ ' ' GG 15"HDPE 30.0' 844.18 $43.88. 1.00% = r~ Site Stairs #1 u ~ _ _ r, . o ` ~ ~
830 TC 37.75 8 ~ ~ - _ _ ~ - - ~ _ ~ . BC=37,25 , ~ ~ ~ ~ ~ ~j HH' 15"HDPE 30.0' 843:88 843.58 1.00% ~ ' C 44.5 45.50 ~ ~ ` ~ ` _ - - _-BC 44.35_ ~ 6-- ' $46, ~ 44,25 44.25, ~ ~ ~ ~ _ _
~ II 15 HDPE 30.0 843.58 843,28 1.00% 1 Future Parking - 36 CB-1 < c,~ 0 / ~ Inv- 827.00 HW-3 ` ~ ~ 45.71 _ _ > _ _ ~ ~ , Sediment Basin #3 ,
~ T 834.59 ~ 0~ / d ~ ~ ~ Inw az5.oo - - JJ' 15" HDPE s 30.0' 843.2$ 842,98.. 1.00% ~ - - _ ~ - _ , ~ _ _ . , ~M ~ , Lin 36.31 _ _ - , - ~ ~ .CI-3 ~ ~ . Refer to Initial Erosion ~
~ o CI.2 _ 842.9$ $42,68 .1.00 /0 1 _ _ , . _~a,~... e Z \ KK 18 HDPE 30.0 ~ - o ~ ` --f„:-~,,, - _ _ . ` , T-836.01 Une PP ~ ' d'~ 0 4427 , _ HP a5.4t ~ _ ~ ~ ~ ~ ~ ~ Control Plan, Sheet C3t)1 ~ _ _ ~,T-$42,91 44 27 r ~
LL ' 1$ HPDE 162"7 842.68 830,20 7.67/0. A dd, _ - - _ - _ . _ . ~
MM 8"HDPE 21.0' 845.38 844.79 2.61% ~hCi. BC=37.25 ~ , ~ ~ 1 ~ _ ~ -Future Parlor _ _ - - - „ - -.K. ~ ~ _ _ _ ~-Future ~ark~r~g , ~ . ~ufure t'arking _ ~ ~ ~ ~ ~ ` ~ ~ . _ ~ ~ / ~ ~ r ~ .Existing power pole
NN $HDPE 6.1' 844.79. 844.61 2:94% . M~ ~ _ - _ _ _ -r,, _ B ! .00 v- ~ F=-` ° to be relocated. __840 _ ~ - ~ ~ ~ ~ Coordinate with owner
L{ 00 8 HDPE 24..0 845.38 845.14 1 /o f- ~ ~ - 834 ~I~ - -ar--\``~ 0 . o ~ _ _ - - ~ ~ _ ~ PP 10"HDPE 32.0' 845.14 844.82' 1.00% ` - - - - _ - _ _ , ~ and Energy United
o r 834 ~ 830 - , CC.4 ~ . N ;.i OQ 12".HDPE _ 20.9' 844.82 844.61 1.01% ° _ Coordinate fill at ` - ~ _ ~ ~ - - ~ - _m~- -
_ \ ` ~ .i~l 12"HDPE '712' 844.61 .838.91 8.00% ~ - ~ ~ ` ~ ~ , _ RR ' ' role 39.00 extstrng powe p ' ' N--T - _ i- N ~ _ h ~ ~ ~ Q}I_____ 8~0 - . _ ~ol~-
'3= li! SS 12"HDPE 74.6' 838.91 820.00 2536% ~ _ with Ener United 3:1 ~ gy - _ _ _ - - ~ HW-4 CI-4 ~ ~ _ ~ / ,
Q. a , TT 8"HDPE 30.0' .845.28. 844.98 1,00% . , J ~ ^ ~ ~.$2U , - ~ _ _ - _ _ _ Inv. 820,01 Future Cock ~ ~ Inv. 820.00 - _ . , , T-$49.15 4z.o5 ' ~ ~ ~ r
- U ' UU 10"HDPE 17.0' 844.98 844.75 1.35% . 822 ~ ~ ~ ' , Rip Rap Energy Dissipater s- - a , ~ ,
N ~ ' VV 12"HDPE 47:1' 836.90 820.00 35.9% ~ ~ ~ ~ U ~ Coordinate fill at• ~ _ HW-5 ~ 842 ~ ~ ~ See Detail 21C304 0 ,
J F' WW 10" PVC 40.0' 844:33 843.53 2.OD% / ~ ~ ~ ` ~ _ 810 -existing power pole -Inv. 820.00 > a 21 i
' , ; _ ~ with Ener United- ~ = Sediment Basin #1 9Y . _ - HW-6 ~ 830 ~
uantltles 8 _ _ - art wor _ ~ ~ _ - ~ $~o ~ ~ \ Refer to Initial Erosion ~ - 0 ~ . ~ ~ ~ _ - 1 ~ -
9 000 c.. Bank uanf ~ ~ - ° . General Earth Cut:- 11 , y ( Q tty) f ,Control Plan, Sheet C301 _ ~ ~ ~ _ - M ~ ~ _ ~
n... General Earth Fill: 100,600 c.y. (Compacted Quantity) ~ ~ ~ 2:1 _ _ _ 8 ~ ~ _ _ _ - _ _ ,.,,.I ~ _ - -
2 , Q 3 . _ - -~1 - Water - _ _ ~ _ m
Assuming shrinkage of 15%> ' ~ ~ _ - - ~rsas~~~~~sa~sartar~~~~~s~a~maz~ \ \ - b'1 . . . . 820 _ - N DD ' ~ ~ -o, _ ~ ~ s I ~ ..Quality ~I~ - - ~ ~
d• q ~ ~ ` _ . the total material re uired for ~ ~ \ ~ , - _ ~ - ~ ~ ' the compacted fill quantity i ~ . @ - . ' ' ° Basin &25'" I -
~3.. - - 5 00 c p of 100,600 c.y. Y ~ z,,, ,,--f 810 0 , _ . -w , _ I_ I _ r , . _ _ _ ^
_ o ~ , ; , ~ \ , ~ _ 806 - - _ ~ / % " _ 8~8~" .ter
f - ~ I - - - N o soil Removal 14 520 c. Assumin 6" avers a depth , ~ ~ .
a~, ( ,l. o T Y( g g ) - ~ i / - O r
l ~ ~ ~ ____~.e._~.-__.___ ~ ~ . 0 t ntities listed do not tnclutle the earthwork
_ 4 ~ Note: The earthwork qua Y~-- _ _ ~ ,,f' Ira ~ ~ r ~ ;~~i/i ' / o
~ ~ associated with Temporary Sediment Basms(Traps (these areas will - _ Y _ ' n T e earthwork ~ ~ r - be graded back to natural grade after construetro h - _ _ ~ ,-r ; Sediment Basin #2 .m ~ ~ o
' uantities do not include the earthwork for the permanent Water = - - w ~ r- ' - r ~ ~ ~ % r~ Refer to Initial Erosion ~ ~ rn
o q w N I N Quality Basm• - - - - _ _ , p - ® ~ - ' ' ~ ; ~ ~ Control Plan, Sheet C301 GRAPHIC SCALE ~ °z
U o D8 _ - ~ i 9 8? ~ 50 25 0 50 100 v ~ ~
m
p. _ _ `'870 i rn / ~ arAz ' Water Quality Basin to be constructed °
_ The future dock and parking areas shown on this plan are for -
~ information onl and are'not to be graded at this time. Contractor t6 i Y 82 - 1 ' - L ~ ~,/~~o ~ after site is stabilized and temporary o ' ~ ~ Le end m
~ shall use clean fill in these areas if future construction does occur. ~ i ~ ~~~j , ~ sediment basins are removed. See g o o
~ / ~5 ~ +;i,; , Sheet C204 for Water Quality Basin
t _ j ~ ildl / !d} ~ / ~ ; Existing Curb Line o ~,E , , , ~ Detail. See Sheet C301 for Temporary z
U See Quali Drive Plan and - z Dr n N - f / _ _ _ 90.1 ~ Fxisting Contours
aI a e otes ~ ~ ; In N t Profile, SheetC1f}4,for ra o es ,i. , Sediment Basins to be constructed priore - s~o -
~ structure and pipe layout ' ~ ~1~' ` ~;lY~~~~ to grading activities. ® Existing catch Basin , ~ ,
~ ~ ~ i , ~ ~ m 1. The grades shown are finished grades. Contractor shall determine subgratle elevations 1. All storm lines on this sheet shall be HDPE S corrugated pipe with smooth interior, i , , ' r ; ' - ~ - ~ Existing Storm Line ~ ~ ,
= b examinin t teal vement sections the btailtlin drawin sand the landsca a unless otherwise noted. _ ~ - r` l ~Yp;'
Q 1 Y g Yp Pa 9 9 P ' I ('~1 i i ~ ' m drawings.. ~ ; ~ j(~?~ j ~~H----- Existing Overhead Power Lines t`~~J~~1~ ,c
2. All storm lines in aved areas shall be backfilled to pavement subgratle with #57 stone. - ( ' P j , i I , ~ ~ Existing Power Pole ~ °
ri 3 i ches of ~ni um of n scheduled to be aved shall have a mi m 1r 2. All disturbed areas not p
o to soil laced on them aril shall be seeded as specified. 3. All trenching and shoring shall comply with OSHA standards. ) ; ~ Z p p ~ 9~'h' P~ ~ ~ , i ~ New Building Edge ~ ~ _
4. Storm lines and structures shall be constructed as soon as ossible. Inlet Protection ' ~ _ I " - a ' ~ r , New Curb and Gutter ~ '•~i~~,
0 3. All grading construction practices shall conform to all North Carolina Department of p ~ Environment and Natural Resources standards. shall be used around structures as needed to minimize the silt entering mto drain ge f l l ~ ~ ~ ~ New Curb
N system. Inlet Protection shall be removed after permanent vegetation or other ground _ ~ \ I~ - _ _ New Storm Sewer
~ " cover is established or constructed. All silt shall be removed from structures and lines. ~ ~ '826 ~ ~ ` ~ 4. Maximum topsoil thickness for slopes steeper than 3:1 shall be 3 .
0 i - ~ ~ i ~ ~ ' ' ~ New Catch Basin Drawn By
r i ~~t ~ ~ 1 ~,1~~ ~~r~~, ~a119 ~ 14,~~ ~~r~ ~a ~ip~ (~~gth~ gll~ ~Iola~ ~ri~ m~~~r~~ t OOt11Rf ®f ~~r~~tlr~ 1~ ~~n(~r e~ ~tfu~~ur~~ , ~ i _ m.~..... t ~ S1` I`I~w Junctii~l9nx .
1= ~ i ( ~ ~ Checked ~H~~
0 6. No slo es shall exceed 2:1 p ~ r }f ,
N { ` ' I - 900 901 - New Contours Approved EJB
~ ! 7. Temporary seeding is required when grading operations are temporarily halted far over = 14 da s and on soil stock ties. Permanent seedin is re uired when radin o eratians ' ` so.55 + New Spot Elevation Job No. 209001
- Y. p 9 q 9 9 P o = I', are completed andlor construction operations will not impact the disturbed area.. Seed -
Tr.ooaa _
areas that show signs of excessive erosion. New s op & bottom ut uum tievatrons BC=91,85 1 "=50° 09-04-09
Scale Date
W
APPROVED BY PURCHASER / TEN/ X ZCHASER / TENANT DATE New Rip Rap
APPROVED BY DEVELOPER / SELLE /ELOPER 1 SELLER DATE C201 CC # - New Curb Cut (See Detail 21C502)
Sheet No.

A
TC 45.34 TC 45.59 , r"
BC 44.84 BC 45.09 TG 45.70 ~ BC 45.20 i N
• ~ + 45.20 ~ - 44,69• 44.95 TC=6C f' i ~ ~ C ~
~ TC 44.90 _ y 45.08 ~ 45.32 - s~ ~ a
BC 44.40 • t.. 44.83.,....... _ °
.p N, ~ ~
44.12
~ ~ 45.2 O ~ . Q V ° N_ U
~ 44.60 TC=6C 45.09
° . 44.97 Z ,C 4$.50 ~ ~ r~'
~ ~
TC 45,35 ° ® . BC 44.85 p 47.92. H~ ~ ~ Z i 47.33 ~
y o~ - - _ ~ ~ , 46.75 ` ~ ~ ~
.,r- vii
° , -
~-,a I - ° - r~~` ~ ~ t F-,
ys E:: _
I ° ~ _ _
- 44.15 46.35 _ ,r,, o ~
. + 42.80 - - - - - i ~ , r . 0. ~.:1 ~
~.'P,
D 46.23 / F,
o l- ~ ~ ~
~ ao s ~ ~
s- ° . ~ r-- o ~ .
- T ''IAA+ry ~ ~a / . ~ !I A AI A
1 p -
f
~`1 r - ~ _ _ - .
_ ~ - f~~,
a ` _ _ ~
~ Q _ _ . _ c; Z I`+
TC 45.83 _ - ~ 8
BC 45.33 'p.. - a I~ Y ~
~ p W ~ ,
g ! - _ TC 44.95 , ~ z
_ . 48.71 :i BC 44.45 _ _ - _44.71 + „ ° 4 ,3;i 'a 48.71 p ~-..~-~b~ ~ ~ ~ a F;:a
Y~;~ ite Stairs #2 ~ N ~ ~ T~ ~E - 4 2 p ~ 8. 5 rl ~ 48.71 TC 44.89 ';g ~ 48.71 ~ ",-''46.25T , , "44,75 ~ _mm ~ 48.24 Q ~ ~ o o ~
c I BC 44.39 e. ,i. ,w -c. ~ 47.66 ~ ~ c t 1 ~ ~`r
o ip 7 . P
1 ~ _ _ _ _ _ - _ ~ 45.9 ° - - - ; r.~ ~ p Q 47.07 ~ ~ z
~f ~ 46.49 1 ~ Qp. :4~' ~ 45.91 ~ ~ ~
48.24 Site Stairs #1 ' ! c r,;~ 48.49 48.50 , . ~ : " r 1 4
GRAPHIC SCALE..
ao ~ zo ~o 0 20 ~ - - - a
E.~ 6. ~ C 46 00 - - ~ _ _ TG 44.85 T
TC 45.73 J BG 45.50 ~ _ _ BC 44.35 = zd BC 45.23 ~ ^Q Q
/ ° I ~
_ _a. ~ ~ ' ' 45.71
r TC 45.37 - 45.71 r , - 44.25 ~
BC 44.87 l ~ ; _ ; "
~ _ L l r i ~ 4 . _ ~H.P.45.41 ~ ~ f. _ ~ _ ,
_ ~ Y M r " , k~~
l ~ _ _ .
N is - - - +r a ~ ~ _ , _ _ _ _ ~1
- m.. ~ ~ ~ " t / (I _
.L ~ ~ ~
Q i ~ 9 a ~ ~ ~ „ ~ Y ` a eP ~ 3T ~ to s p I h q new p r, n ry -
_ ~ aJ ~ '
n r r i _ ' ~~=20~ nlar e r i ate Stairs ' ~ ~
~ _ _ _ _ _ _ _ _ . , , ~ . r.m, - T.~,_ _ ~ r ~ _ _ - - a ~ . _ _ ~ ~ . _ . ,r _ _ ~ x ' .~d~ {.d lr c-e,~d,;. x ,+~s ~~__.~~~-_a_+.u:~adJ~ -...~oy~3uu.3~...,,.;k ._.4~.~.$r~~.i~.,. i .:;~•~.a.,:u:.F1r..:.~~-.~,..~.ui~~. 5..~ ss_=as>d~.vL,.x..~u~.W.~.,~,~rs~S.:"`..NTu'a.i ~+L„u~ .rc+~.~ ~u~tc~c.cvr7~_ witxnw=,~AG.~...~.~~.:~L_e~a•.°ra,.rz~v.~:: . , ~ h ~ ~ ~ W , . C _ U
. ' , r nt.4L.k.~u._ti.. <L.ti~.~.~.:~,i_~._~ c~l~ vc's:: ~ ~ . . ~ . _ . . . ~ ~ ~ f 38.25 ° ~ ` ~ ~
O \ ( ~ \ \
\ ~ \ \ ~ U \ \ \ G
~ \ \ ~ \ ~ ~ ~ \ , \ ~ ~ ~ 34.70 ?0 'h ~ ~
A ~ , ` Lry ~ W
r ~ TC 37.60 ~ v~ ~ ~ fir',. ~,:i
' i \ ~ i; BC 37.10 "r ~ ~ ~ ~
rn ~ ~ 36.86 ~ a ~ ~ ~ ~ C: 1,
~ TC=BC N r 1 ~.I N ~ i~
t ~ ~ , 37.26 36.90 N ~ 1
O ~ ' ~ ~ - ~ 36.95 t3 p iJ ~ - 9d
~ ~ ~ ~ v o ~ ~ ~ ~ ter' i V J P: tp ` f{ ~ Y
o> ; \ ~ ~ + 37.08 0_ C N ~ i.
TC=BC -tr A 37.34 ` . ~ N O~ .,ti ~ ~
o ~ ~ ~ ~ ' ~ + 37.11 TC 36.19 9 o
N ~ BC 35.69 9
9 ~ 37.14 c ~ + U
ns ~ TC 37.68 a ~ l4
' \ BC 37.18 ~ 38.71 . o ° ~ c , o TC 38.00 \ Q Dl
~ ~ I ~ ~ ' 38.25 + r _n. ~ BC 37.50 \ ~ GRAPHIC SCALE o
(i ~ \ \ ~ ° . ~y 20 ,o o zn ao ~ N o o Q
~ `I \ _ ~ - - ~ - ~ ~ r-- - ,
r ~ - w_ ~ ~ i ~ = ao~
C.1 ~ ~ p ® ~ z
Z ~ TC=36.79 38.51 _ a ~
BC-36.29 ~ ~ \ _ r1
~ - ~`TC=35.62 ° _ TC=37.75 ' ~ ` ~ ~ f~
c BC=35.12 ~ - BC=37.25._ p. ° r. t. vas
o ~ ~ i \ ° TC=37.75 ` ~
U ~ _ ~ ~ . a
m_. - . . ~ TC 36.92 ® ~ p TC=37.70 r ~ pti,~t~v I~ ~ i, ,
BC=36.42 _ - . _ ~ ~ ~ - _ BC-37.20 ~ . _ . ~ ~^'~y ~a
p 1.5% ~ _ x',
. _ ~ _ , ~ ~ _ 36.75 _ - - - ~ - - - - -
` \ o TC-37.48 _ , _ - _ .
_ ~ BC=36.9$ ~ ~ - _ ~ ~ TC=37.70--~ ~ ~ ° \ ` Drawn By L/~
_ ~ ~C=7,20 -
_ ~ r 1 - ~ ,,~j . ~f~ecke~
p _ _ 1 0 U..
~ ~ ~ ~ Approved EJB
c TC=35.62 ' _ TC=36.79 7 - - ~ ~ _ _ ~ . , TC=37.75 '
_ _ - _ BC=35.12 BC=36.29 \ ~ p - . -_.~BC-37.25 _ _ _ - - I _ hid-__ Job No. 209001
_ ~ ~ - i ~j--____ .
~ un_ ~ 1 ~~=20' 09-04-49
ie
--NO-- \ Scale Date HN - ' M= APPROVED BY PURCHASER / TENANT DATE
APPROVED BY DEVELOPER / SELLER DATE C202
n - ND 157 Enlarged Grading 1 "=20' Sheet No.
11! MEMO

<.r-.
'.J
, V/ ~ ~ -
. ( ~ ~ e~
- woe. t, J ~ 4 ~ L
..M.: ~ / „ z ~ ~ ~ ~
p ~ ~ _a.. w
...Fy ; S9
_ .,.W.....,.,,,. ~ . p 42.05 o ~ ~
"~"3D .,5~u5 F~ L+•a '~13 ~Ly ,ll 97&&7 ?~v ICY ~1 'r 4 _ U ® ~ g ~
Q d -
-
.k a~
, , - o d ~ ~ ~
~ o / o~
L a. - . r
3 - a ~ v . r , _
1 ` . `
_ . f _ ~ _ .
_ . _ 1 k ~ - f ~ Initiai water quality outlet \ \ ~k ~ ~
- - structure. Refer to Sheet 0504 ~ \ \ 38.51.f. ~ ® \ - r e~ ~ _
for detail -.w Rip rap with fi PVC I ~ \ _ . I _ I \ _ , . _ _ - _ filter fabric liner - _ _ ~ 5.2% \ __.v_
_ \ - -
~ - - _ . _ _ _ _ - r,.. .
- _ - _ _ - _ - _ _ _ ~ ~ N _ L .
. _ - i ~ N
I - - _ '~r---- ~ ~ ~ -1 _
. ~ . ~ , - ~ _ - o -Foreba ~ - - _ w w ~ W _ ~
- - 7 - - _ ~ . ~ . ®p I - I o
. . ~ . • I I ~ . _ - w
13' Concrele Level ~ -R, Water Quality o I - _ _ - Spreader constructed per Basin - _
I , NCDENR requirements ~ ~ - W J
~ _ ~ ~ J ter" I ~ ~
- W . - - I., ~ ~ ~ - _ I i ~ ~ ~ ~
_ _ _ - . , - r` ~ ~ J N
" ( - _ _ - _ ~ _ ~ 3' Forebay berm - ~ , I I ~ _ - ~ with Elev - 817 0
, - - - - - ~ ~ riprap. - _ aev = 817.0. - _ _ - _ ~ i, ®I ~ O
I ~ / ~ constructed per ~ / ' F,
~ ~ - - - - - ~ ~ / ~ NCDENR re uirements - ~ / / q - e; , ~ _ quirements _ Y ~ G ;
I 13' x 30' Filter Stri = - t, p - ~ ~ ~ constructed per ~ a ~ , ; ~ _ W oa ~
- , _ - ' 0\ I NCDENR re uirements r ~ , ~ ' _ / / ~ ~ - ~ q I C~1 / / ; ~ ' i ~ =E~ 4 p ] CL i
- ~E ~ ~
rl~ ~ ~ i .J` _ ' ` i,- ~ Y~
- I * ~ l i ~ % ~ ~ _ ~ i r ® ~ t, ~ ~ ~
- _ - ~r 00 ~ ~ ~ i ~ i - ~
_ ; _ _ - ~ i i L'~ ' Z ~ ~
i , _ _ ` - - ~ - . - ~ ~ ~ - ~ / ~ ~ i ' Contractor shall compact earn III compact earthen material in water quality ~ , ~ ~ ,t,
0 ~ I / - -r _ ~ _ . ~ __I ' G ~ ' y'= ! , ' ~ ~ basin such that the infiltration i , ~ _ --I _ ~ i i . rt the infiltration rate is no more than 0.01 inlhr. ~ F`~
Outlei structure Inv. 810.00. - - - ~ / ~ ~ , ' / Soil com action and infiltratior - ~ ~n and infiltration rate to be tested and verified ~ ~
- _HW-1 ~ / - ' _ ` -Refer to Sheet 0504 for detail. (--i - ~ ~ _ - - = / , ' ' , ~ ~ ~ by geotechnical engineer. if tt I To be installed when Inv. - 807.20 ~ cannot be met b com action al engineer. If the required infiltration rate '
additional two i e pmts ar r - . ~ - ~ - h r k by compaction, install a Geosynthetic Clay ~
p p f ~ J , ~ ~ Liner (GCL) which meets t e M, ~ ~ -.removed, refer to Sheet C104. ~ ~ - ~ ~ / ; ' Stormwater BMP Manual Coy hick meets the requirements of the NGDENI~ , MP Manual Coordinate with geotechnical ' a,,,
~ - C - / - ~ ! , - - / ~ engineer. t ~ ~'a
ty - ; ; 1 ~ / , k ~ ~,1
To -81$.0 ~ I ~ , . p ~ "
. - - ' Inv. - 808.15 - .-r g
- ~ ; Verify~invert of existing pipe " , ~ % r' _ . 89.8 Lf. / ~ ,
i t I / ' ~ 30" HDPE ~ f ~ i
i ~ - ° ~ / t~ 1.0 /o - ~ , fir. / 1 i ~ /
Y O ~ ~ i O , GRAPHIC ~'C,~LE ,
f' ~ ' i , N ~ _ _w _ r assn to a con - a ~t ate ~ / / ~ 1f ~ e constructed after site is stabilized and tern or 20 F' , ~
; / ° e ' i .L . _ . _ -
' se I en l s are remove . - - ~ - 'moved. See Sheet C301 for Temporary Sediment ~ ~rf
Q - _ m._ ~ _ _ . _ _ _ _ _ ` _ ~ assns to e o c nstructe rlor _ _ prior to grading activities. sa . ~ j
~ _ ~ _ , , - - - r' - / r' / Q - ~ a ~ I i J ~ ~ ~ o L tU ~ p
~y , ~ ~ , r .i..r
r i N
0 L .
Y
~ ~ `,'i
,N r 1 I~ + i
I.t ® 1 f. .
o Irl ~ N i 'l'ad ~ w ~ ~ i.~ ,j
O i I i.~~ `',i ,a p F i f
N i.~
N O' E ti ~
U i I . 1'i
C J a, ,o i
,..rr~.~ " t ~r ~a t i j - / ' ~ C l6. ilw ' ~ e - '~jg _ a~_:-- - .

N V
C
it

t6 . m
N
0
U Proposed Road. Z
Z Elev. 827.8
3 Proposed Grade ~
~ 2:1 Slo e p .
~ Top of Structure y 1 , ~~f.
0 816.0 L a~ r , = s . a r
U cture Inv. 810.0 ~~i f'F' ~F.rm ~ ~~r
~ Outlet Stru Water Quality , / f L,
QDR OS-2, Refer o Basin 1 + r
Z to Sheet C104 I and Sheet C504 ~ ,
~ Refer to Sheet 0104 and C106 ,
rn far Continuation
~ 42" RCP i ~
~ Remove 2 'oints ~ { (+pJ Drawn By LAD.
~hVa 66~.Q
checked ~
a 3"
rn APProved EJ$
c
o Job No. 209001
1' =20 10-02-09
Scale Date
m
i( APPROVED BY PURCHASER / TENANT DATE
APPROVED BY DEVELOPER / SELLER DATE 2 0 Sheet No.
~ Outlet Structure Schematic N.T.S.

Y
)Fl
~
o - ~ - ~ e - ~ 4 - - - - . ,
° - _ - ~ ` ~ 0. c
' . 3 _ ,w
~ , 4 ~ ~ . . 'o \ ~ ~ ~ ~
w ~ , ~ r., ` Vm ~ ~ ~ O ~ v ~
a ' ~ ~ ~ L~ , ~o c ~
_ . rc . .u . . _ d r .w _
- , . _ a ~~2.05
~ e y i...„,....,.. t ~H.G'd~,da, x,: gky 4S7i'd ! ® ~ -z
..w pt~'I Q _ ~
.d. , ~ n ;
~~..w.. , , ~ ~ , . /..n,_ ~ ~ . C N .........w. ,
,f ~ ~ ~ ~ ~ ~ ~x1
~.~~+k.~~a.~.woad.~Y.a.gad.~w.~a.V~ww~..w...,+.ti~.~.+.t~..r,~~~ . ,
, ~9 f~ _ ~ ~
i.;;,
W y ~ i° ~y ~ . -
_ - - / r . ~ rs ~ry
~ gay ~ _ ; -
,
_ C~ ~ ~
- y ~ ~ ' r~ ~
~ W'~ ~
. . . . . - -1 - ~ ~ , , - . . , a ~ . ~ rn W ,N
_ . . ~ ~Y ~ R`~~ ('1 SSS * W _ _ _ r-- _ W
„ . ~ v . 1 Z '
.y ~
Water - I,. I - _ _
, . , . , , v ~ _ _ W .I,', Quah
tY -T Basin ~
y _ _ " . -r , t _ ,t _ - ~ 1
a _ _ _ - _ ~ a . . . .
' , '1 I . „ , , , ',1.' , , ' ~ ~ r . . ~ v_ - - ~ ~
Ve etateve Filter Strl .','.L'.',~,'.',','. , ' - - - _ _ _ , . '.I ~ _ , _ _ _
Appr®x. 400 s.f, - f r o_ f. _ _ _ ~ j
,`R°*, , ',15,1, . , - - - - - i - . t ,'h., - - - - ' ' { ~ . ~ „
,'Yy 't~','' ~ / C
, ~ . ~ Vegetated Shelf - - ~ ~ ~
~E fY E~
- i ,4, , , . , A ~ ,1. ~ ~ / T , t . . ~ ~ Approx. 4800 s.f. ~ , _ 4.,W,~''~ ~ , ~ t ' k
/ i , , , , , . i , ~ r i ,'I, ~ v ~ i
, , .I. . , . , .,J, / ~ ' / / / ~ L,~ ~ ~ ~
. ~ ~ i ! ~ ~i i ~ ~ ~
I- , „ r ',i .i' % i ~ , .
I ~ ~ i „ . ~ / ~ r / M
, 1 l ~ , _ ~ _ . . ~ a r' ~ iq
- ~ ' % / / ~
1 / /

~ 1 , . .','r'o ' i. ~ , , . . . . . i
„i , , ~
F~ ~a
~ i .l. ~ j~ / yi.
N t ' " Berms and Side Slopes k ~ f . ~ . ~ i ~ ya'~ k
~ H ~ . Approx. 20300 s.f. ~
kf~l d ; / ~',~i . ~ o i , , i ~ . ~ , i ~ . Fyn i ~ , ~ ~ / s2 r. ' '.I If / 0 j;~, i Gf~APHIC SCALE' ~ ~
~ , 20 10 0 20 40
! ~ / _ ~ ~ :..a,~... ~ u,_~., ~ F ~ C
® . _ , . , f, , J _ _ _ - , . , , , , , _ , „ 1" ~ 20' Q. VJ
_ f . ~ C f ~ . U
. ~ ~
f ~ , ~ / o F~~ ~
y ~ ~
~ ~ , ,
N ~ / i ~ ra' j q~
d' :,~3 x t ~ -
.r.. x. ~ 4.. fi . ..7 f.. . ` P .WW~d:+L'~en aie.~s #,x ,c...,s~rof,._~, /a.~d'Nwi>~:~ nv~er., .1 ~ ~~_>_.:w..:W1Y:~.~..~„._~i~.,r..,.~.~l.aa ~~~Yai."~ .._,.....y f~~w. .t ...a..v~,~~.';....~...s.,~o:y.:,, u+..1..,.,ww.~.:.~.. _.:;~c~ r',, `a~
Q. . N
. a. a F-,
N OE
U ° I ~
0 , `.i a o
3 ~ ~
a 2• 2,
0 N
V
C ` _N
vV 4. "CJ
~ Sweeiflag c
m
rrL~~ _V. L n ee egen Plant Legend ~

[n N SYMBOL BOTANICAL NAME COMMON NAME SIZE z,
U z
~ Swamp Milkweed Acorus Subcordatum Sweeiflag 4 cubic inch container, planted 2' o.c,
3 Property Line Property Line W y W y W Asclepias Incarnata Swamp Milkweed 4 cubic inch container, planted 2' o,c. , ,
~ o Alisma Subcordatum Water Plantain 4 cubic inch container, planted 2' o.c.
~p Existing Curb LI Existing Curb Line , j
L tV to~ - 1_ Existin Contou
U 900 g Existing Contours ~ , ~",,6_ Eremochloa Ophiuraddes Centipede Grass
y ~ ` ® Existin Catch I Existing Catch Basin '
o g ~ Water Plantain _ ~ _ ~ _ Z _ - ~ _ Existing Storrs I Existing Storrn Line ~ ~ ~ , ~ ~
a N W Saccharum Baldwinii Narrow Plumegress, 4 cubic inch container, planted 2' ac. ; ,
---OH--- Existing Overhe ~ N Existing Overhead Power Lines _
~ f . Existin Power Existing Power Pole
~ U L s,, ~ g 0
~ 1, A Minimum of 50 lasts ,er 200 s.f, of p p _ , . Naw ~~urb and I NeW ~~urb and cutter. 1. Contractor shall use plant species listed or obtain approval, from NCDENR for any Drawn By LAD
~ shelf area shall be plan~e~. New Curb New Curb substi~ufitil~. checked WH~~
0
3 _ New Storm Sep 2. Alternate plant species in shelf area. New storm sewer 2. All landscaping shall be installed in conformance with the NCQENR Stormwater BMP Approved EJB
~ ® hB New Gatc as New Gatch Basin Manual
Job No. 209001
0 _ ST New Junction B New Junction Box
~ a_nn~ _ e n nn nn
s U
a) L 901 - New Contours New Contours 'Scale i UDate uy
m ® 900 APPROVED BY PURCHASER / TENANT DATE
X
APPROVED BY DEVELOPER / SELLER DATE
an Detail Vegetated Shelf C2,04Sheet No.
N.T.S.

\ \ ~
~L ~
~ . v - ~ / T
~h j
1 1 / ..l ~ - e_ - -
_ _ 1 ~e...~.____ J_
~ , ~ i ::,;i i " _ x 1 ~ Std r ~j _ . ::w.. . I C~ ' N
[i~ ~ ! G ~ l ~ ~
Construction EntrancelE~it ~ j>' ~ j
~ p TD A i i ~ I ~ ~ ~ ~.;i ~ \ ~ ~ / I ® ~
~ ~ ~
~ \ \ ~ ~ ~ ~ 1 \ \ \ ~ ~ ~ ~ \ ~ ~ 1
~ A ~ ~ ~ ~ I , ~ ~ I ~ ~ ~ ~ ~ i ~
~ ~ ,
+ ~ ~ - ,
~ , ~ _ _ M1
~ ~ , try ` ~ ~ ~ / _
P \ ~ ~ \ ~ j ~ {V
~ I ~ ~ ~M Z _ - j t ~ ,I
t ~ \ , ~ \ ~ ~ ~ A ~ A A ~ A ~ ~ _ - ~ ~ ~ (h r
i ~ ~ ~ i. ~ W ;i
n, ~ ~ ~ ~ \ ~ \ ti ~ \ , " ~ ` W

, ~ ~ ~ ~ ~ _ ~ ~ ~ n.. ~d 4' ~ ~;l
C ~ ~ _ ® z
1 ` ~ ~ ~ i ~ ~ \ _ _
!
':rl ~ ~ I I 1 ~ ~ ~ - ~ J r
i~ A, ~ ~ V ( ' r ~ i . . .r--~ ~ r ~ 7 N _ - i ~ ~ ~ ~ r ur1
F ~ ~ ~ \ V ~ F 1 ~ ~ I ~ r ~ \ \ V I q u~ \ ~ ~i 1 1 ~ \ ~
~ z ,i . -
r` ~ _ ~ ~ , _ / ~ ~ ~ ~ ~"0~+~
_ , 1 ~ , ~ ~ ~ 2 ~ 1 ' _ ,
~~'i 1 A ~ ~ ~ W
. li Y
a.. ~ ~ ~ ~ \ \ \ 3 / f ~ ~ i „ I ~ , j
C ~ TD ~ . ~ \ ~ , A ~ A ~ TD Q 1 r ~
,
_ , ` ~ ~ ~ 1' out - . l w ~
` ~ ` { Vii' a~~) j ~ - F ~ k V J ~ .I i.
~ I . _ ~ , ~ Q r ~
~ , ~ r ~ _ ~ I
s. ~ ` ~ . - , . _ - ,,,r 1 Sediment Basm #3 / , ~
~ \ ~ ~ - \ ~ ~ ~ - ~ ~ _ ny~ ~ ~ 3' Wide Rip-Rap ~ ~ / ~ ~ ~ ~ ,l
~ ~ ' ~ ~•X _ _ a . Ener Dissipater ~ ~ ~ . ~
r'"`~ TT \ ~ - ,
~.l ~z .n".. _ - ~ . _ , _
F ~ ~ _ 1 , / ' ~ , _ .....Porous Ba es per North ~I
~ D\ - O _ _ - - - _ _ ` ` \ Carolina Erosion and ~ ~ ,
s. . H~ , O - - - _ _ N F, ~ / B es er North , ,NO--_.____ H~ ~ _ ~ ,i ~ Porous affl ~ ~R ~ - - ~ 1 ~ ~ Sedimenfi Control Manual ~ r ~7
p r n rid ~ '.o--= _ \ - / , ~ Carolina E osio a -HG = _ _ _ _ / ~ V i ~ i ~r~",. Detaii 6.65 ~ p,~i All Temporary Diversions ~ e
~ Sediment Control Manual ~ - ~ - ~ _ - _ Shall be 2' wide with 3:1 ~ ( ~ ~ 1
a _ - ~ Porous Baffles per North Detail 6.65 o _ ~ _ ~ ~ - .~o----- Carolina Erosion and per North side slo es and rass ~0H- ~ A ~ ~ ® p~~ i and - . P 9 Q~~-,-----r-~ - off _ n ~ ~ ~i' ~ ~ { I E ,
, ` ~ = ~ _ . \ . ~ ~ _ - _ _ Sediment Control Manual ~ line with straw net (typ) - - ti c.~ ~ - ~oia,~ , ~ J of Manual _ \ ~ ~ 7 ,
- 9 _ ~ ~ , _ _ Detail 6.65 ? ! ~ f _._..808 - 5 Wide Rip-Rap - - - - ~ ~ ~ , Silt Fence r ...--I ''1~ ~ ~ ~ ~
p - ~ Sip J k , - - ° _ Ener Dissi star ~ ~ - ~ - _ ~ _ ~ ~sF.^ Tq r Sediment Basin Rock ~ ~ ~ ~ . <<`
~ ~ - ( _ _ . TD ~TD .TD • TD ~ "rD T~ ~ ~ ~ ~ ~ ~ f ~ 0 &20 ~ . _ ' , F sF i / ~ Dam and Spillway \ a
~ ` 1~ ~ ~ 798 1 TD - _ - _ - s , s - ~ - i ~ \ an .U ~ I j/__ ~ _.w ~ ~
' E, ' 796 194 ' ~ ~ ~ . , 792. , ~ , ~ ~ ~ ~ _ - _ _ - - - 812 ` _ ~ r_ ~ ~p-- . ~
L - ~ _ ,r r ~ , ~ 806 ~ ~ . o
- ~ - ~ - - - ide p p - , - - ~ ~--,.a 3' W' Ri -Ra ~ . ,
~ ~ ; ~ ~ ~ 'TR.. _ _ . ~ ~ _ Energy Dissipater ~ . l _ ~ aa8 TD.. v T _ _ - ~ - - - - Sediment Basin _ _ l ~ r ~ - Sediment Basin #2 ~ ~ - f~
- _ ~ ~ ~ nF^ ~ ~ - , - - ~ J _ - ~ ,Sediment Basins are not to be removed '3
° - ~ Sediment. Basin #1 ~ _ _ f- _ p Tp ` _ ~ _ _ ~ / ' . - = until approval has been given by a NC o Y
_ ° - ' 792- " ~ ' 794. - ~ . ~ ~ ` - ~ .,.8~1~ A_,-,,. _ TD _ _gt ~ g ~ N ~ 796 g . ~ - - 0 soa ~ _ y , „DENR Land Quality Section inspector.
~ ~ 79 ~ 798. ~ A ~ - TD~ . - - - - - - _ Off J 0 _ , - 820 - _ _
. ~ / / ~ - ,ti.
~ I - - - - ~ ~:'1 % _ _ . ~ - - _-830 - -
~ Sediment Basin Rock 1 , , ~ ~ ~ ~ Z - -
J _ \ ~ _ f Silt Fence ~ ® \ Silt Fence - ~ % - ~ - ' _ _ Silt Fence , 'Dam and Spillway ~
Q- r i ~ i,~ Sediment Basin Rock , _ U
_ ~ , _ M ~ ~ Dam and Sptllway _ - - - - / ~
~ _ _ ~ Note. ,r.__ ~ 6. - ~ - -
_ ; Sediment Basins shall be constructed ~ r moved ~ r 11 - ' . GRAPHIC SCALE Le end ~ ~ ~ f ~ ~ f/, 50 25 0 50 100 ~ ~
Sediment Basins are not to b _ _ ~ _ ~r at the onset of the ro act - - - -
until a royal has been Ivan by a NC _ _ _ " L pp ~ _ _ _ - - rt ~C~ ~ ' ~ ; ' ~ ' - - Property Une
'n actor. _ - - ~ o DENR Land Qualit Section i sp , F , ; Y _ ~ , I-F- 6 _ / , ~ ~ . `j a 50~ Existing Curb Line
_ 'I ~ ~ ~ , 0~ ~ o
~ 3 ~ ~ ~ » Existing Light Pole ~
_ II a ote ozs- L enera s ; ~ ; ~ Erosion Control Maintenance ~ ro N N o, ~ ~ New Sidewalk ~ a
~ \ , - W ' ' ~ ~ 1. All erosion and sediment control practices will be inspected at least once every week r
andlor elevation of existin utilities ~ ~ I~ ; , f - 1. The contractor is specifically cautioned that the location g \ i . and after every rain. Inspections should also be performed prior to any anticipated New Building Edge z° ~ N
I6' i ~ n is based an records and where ossible measurements taken in as shown on these la s P P _ / ~ 'i %j; , ~ % - rain. All`necessary repairs will be made immediately.
U the field. This information is not to be relied upon as being exact ar complete. The - Z Construction Specifications:. ` i ~ ~ 2. The sediment trap will be cleaned out when the sediment level reaches one-half the New Curb
contractor must. call North Carolina One Call and any utility that does not subscribe to One ;Il,~ ~ ~ design depth. The gravel outlet structure will be cleaned and/or reconstructed with New Curb and Gutter ti i ~ ~ , new gravel when the trap no longer drains properly. ~
72 h rs before an excavation, to re uest exact field location of the utilities. Call at least ou y q ! , `Gl~ ~ ~ 3 1. Remove all trees, brush, stumps, and other objectionable material from the , ~ ~ re onsibili of the contractor to relocate all existing utilities which conflict ' 3. Sediment will be removed from behind the sediment fence to provide adequate New Concrete ~ , ~ f~,
It shall be the sp ty _ _ _r / !I ~ , ~ , ~ 'm ravements shown on the ans. foundafion area, and dispose of properly. ~ with the proposed i p pl ~ - ~ t` 1 storage'volume for the next rain and to reduce pressure on the fence. ~ r~'~~~'~n'
_ 2. Excavate the channel, and shape it to neat lines and dimensions shown on the o plans plus a 0.2-foot overcut around the channel perimeter to allow for bulking ; - - II''?i f ~ 4. All seeded areas will be fertilized, reseeded as necessary and mulched per the _ New Heavy Duty Asphalt Paving ~ ~ ~ ~r~~~~~
ca 2.Owner. The Hollingsworth Companies r durin seedbed re arations and sod buildup. r vegetative plan. ~ tt~~ i; r..~
pP li, U Two Centre Plaza ' th dace water ma enter the ' ~ ( to 5. Follow maintenance instructions on plans and details. - Future Building and Parking Expansion + ~ ~ e 5 h .,r ~
essee 37716 3. Remove and properly dispose of all excess soil at su y ~ ~ 1 ~ ~ Clinton, Tenn g 1v channel freely. ~ , j i '
o Ph. 865-457-3601 Z 4. The rocedure used to establish grass in the channel will depend upon the seventy ~ ! p , , 9z~ _ j I I I Construction Schedule P ~ ° Permanent Stream Crossing ~ , ~ ,l'i ~ lei.
- _ of the conditions and selection of species. Protect the channel with mulch or a ~ ~ ; - ~ 3. Topographic Survey by: Land Development Solutions _I I____ _ _ =I ~ I I i' ~
R d Suite K ~ I I I ~ 5 3 = I I=1 I hI I I- temporary liner suftic~nt to withstand antiapated velocities during the ~ ! / ~ . ~ 310 Simmons oa , "'=1I ~ ~ 1=1Ii-~" t enod. 1.Obtain plan approval and all site development permits. 2. Stake and flag work limits.
~ ~ 37922. I ,II _i, establishmen p ~ _ ~ ~ KnoxviAe, TN -I iv 1 ~I_ - 1(1 ~ 3. Schedule Preconstruction Conference prior to beginning construction activities. Sediment Basin with Rock Dam
- 71-2281 - h~' 7z~~ _ e~ ~ Q Ph. 865 6 ; I _ _ _ ~ ~f \ 4. Construct construction entrance off of Allen Road per plans. Drawn By :LAD
I I hI 11=1 I I-1 I ITI I I_I I_ Maintenance: _i ~ _ }~g 111~-~~~III--III-III~~-! ~o ~~~~tPb6t bg~lffl~(1~ ~fgp~ ~Ilt ~e~~~
T~t@I) ~I~~If~g~ 66f~6.. ~ ~ ~~oBB ~6flt~~ ~ ( TO _ ~ ~ Durin the establishment enod, check rass-lined channels after every rainfall. After c, ~ ~ 6. Install sit fence. _ ~hecketl ~11N~~
9 p 5 i 7. Complete site clearing. Dispose of clearing waste at approved site and obtain all r
o ' 2' grass is established, periodically check the channel; check it after every heavy ; ~ ~ 5. Property is located in City of Mocksville and is Zoned GL ~ rainfall event. Immediate make repairs. It is particularly important to check ~ IY II required permits. ~ ~ Construction Exit Approved EJB
~ channel outlet and all road crossings for bank stability and evidence of piping or 8. Construct construction entrance off of Quality Drive per plans. L _ J
c - r holes. Remove all si nificant sediment accumulations to maintain the / ' _ scou g l~ 0 ~ i 9. Construct permanent stream crossing per the plans off of Quality Drive. ALL WORK IN Job No. 209001
designed carrying capacity. Keep the grass m a healthy, vigorous condition at all , _ i THE STREAM AREA SHALL BE UNDER DRY CONDITIONS. ? TD Temporary Diversion
_ timnc cinrn H is tho nrimani arncinn nrntactinn fnr the rhannel I ~ . 10. Strip topsoil from remainder of site. Stockpile topsoil and protect with silt fence. Rough ! c~~~~_r„o~ rh~n~ei 1 °=50~ 09-04-09
IGJTII 44 V 4 grade remainder of site. Install storm drains and outlet protection and all other utilities. Scale Date
11. Fine grade parking and drive area and stabilize with stone.
m ~ QI 1 r 12. Complete final grading and vegetate all disturbed areas. Temporary Inlet Protection
X FX 72„ 13. Follow maintenance plan after final grading is complete.
Wafer Line 14. Remove all sediment control practices after site is stabilized. Rock Pipe Inlet Protection C301
Channel Detail Grass-Lined y N.T.S. I 15. Estimated time required for construction =12 months. Sheet No.

\ ~
'f Check Dam {~Yp) ~ ~
r _ r ..o
r ~r r a ..r•w r r. r r ~r ~ r r~.wr r r / r/ 7 (1' f l / t` / ~ /
_.___._______w____.___ $50 _
7 ` 882 of i - - - - / i ~ - - - 834 ~ _ _ _ - r
Contractor to Insure ~ ~ _ - - T -837 - - - - - " - - - _ _ - - - ='=84-• -
_ Grass-lined Channel - -~o _ , ! ~ , ~ ' _ ' - - - - - - - ~ ~ z N
Discharges into: ~ ~ ~ - ~ - - - = - ~ .vw ~ m
g ~ ~ . ~ Diversion Berm Leadin l ~ ~ _ - K, to Sr~diment Basin #1 ~ ~ J w
~ w~.:_. r.__...__ ~ --""`-.;.:m.. _ ~ 11 ~ a:~,,.;..mn. .,.vx,...w- .~.._.~nm~„m.~......~_...r~.-..,.~ ~mttu:,..S. , .w._ :.mow:,--- ~ ~ , 1',~ V ~ 1 A
\ ~ \ ~ ~ ; Constructlan EntrancelExit j ~ r N
1 ~ v j l N ~ i f I ~ \ ~ 1 ~ ~ ~~i ~ v ~ \ \ ~ ~ I i z,, ~ i ~
~ ~ A \ V ~ / u~
~ V A \ \ .f CYt i ~ ~ \ \ V ~ I .A
~ A \ A V 1 ~ p ` 1 ~ ~ ~ A ~ ~
ti , TD ~ \ ~ ~ c~ r ` \ V ~ \ , 1 ~ ~ ~ 1 ~ ~ \ ~ ~
~ ~ ~ \ ~ S iI \ ~ \ \ ~ 1 1 i
~ i ~ v ~ ~ } III v ~ ~ ~ f , r3 ti ~ ~ i
~ ~ ~ ~ ~ \ I ~ ~ ~ ~ ~ ~ y a, ~ ~ \ ~ ~ ~ / ~ ~ i. t;
' ~ ~ ~ V I
k.~ ~D ~ V ~ ~ ~ ~ i ~ ~ c~~ I \ \ i i
~ ~ ~ ~ ~ ~v I { ~ ( b ~ _ _ _ . ~ i
~ All Tem ora Diversions ~ ~ ~ a ~ ~ b~ \ A p N ~ ~ ~ ~ - ~ ~ ~ Check Dam t~Yp) ~ ~ ~ ;
4, Shall be 2 wide with 3:1 ' ~ \ ~ ~ ~ ~ , ~ V v m I , , _ ' ~ r. Ba ~2~ ~ 'r GL
side slo es'and rass ~ ' ~ ~ a~ ~ w TO ~ „J
line with strawnet {typ) c~ ~ 1 ~ ~i ~ ~ ~ v ~ I ~ ~ ~ ~ r~ I _ ~
I I ~ 1 ~ ~ v v ~ r---`~ - i~ y ~ , ,I ~ _ ~ ~ z ~ - Z
is ~ 1 ~ ~ ; 1 ~ ~ ~ ~ ~ li W ''i _
~ I ~ C., 1 ~ ~ ~ _ F- 2
~ j ~ ~ \ ~ I . ~ 7D ~ ~ ~ ~ ~ ~ - i, , ~ ~ ~ A I _ . , ~ ' ~ I ~ W ~
F„ ~ I I ~ ~ ~ ~ ~ ~ ~ I ~ ~ bs
I y v I~ , ~ h Sediment basins are. nofi to be removed ~.I o r-
s. ~ ~ - - _ until apprQVal has been given by ~ NC ~ ~
' . ~ ~ ~ I \ \ tb i ~ ~ TO \ ~ W \i / ~
~ ~ \ \ ~ A V ~ r . I ~ ~ ~ ~ _ f~ENR Cand Quali~r Section inspector. Y o ~j - - ~ may, - , ~ ~ ~ ~~l
\ ~ ~ i
' \ ~ \ \ w ,gyp ~ ( ; -850- ~ i ~ ~ ~ ~ I `j
_ ,
~ A c~ _ - - - ` ~ ~ ~ ~ ~ ~ T
~ ~ ~ ~ a . a~i~ CO r V
~ ~ - \ ` , TD \ - \ d 6. _ , - ~ _ ^ ,
~ ~ r rA ~ - - - ~ - ~ ~ ~ k ~ ( I . ~
• i~ \ Mme -~.,m ~ _ ~ ~9 CQ _..'m -as, ; _ ~ , y - ~ ~ ~ A - _ _ ~ \ _ ~l~ _ s , ; , _ _ '
\ ~ .838 , ! `o ~ - . - k ~ \ \ 835 . \ ~ ~ ~ ~ ~ - - ~ ~ ' ~ Sediment Basin #3 I'
~ - - - - ~ 4 assn 846 ~4$ ° ~ ~ ~ - ~ K:' ~ - - - ~ ~ _
_ C h6 ~ _ !1 __...__Tp.. ~ - _ - ____-=83i2._ „ _ _ x• _ ~ ~ ~ ~ - Inlet Protection '
- r. r ~ _ - _
, : - , „ ~ \ - A _ _ ~ , ` 17(~ f
, _ - - ..r. ~ _ . f _ , f,.~
O - . d'' _ ~ - ~ , O I' - ~ ~ _ - ~ 1 _ Porous _ , affle r North f j
N E. _ ~ _ ~ 2- Porous Baffles er North ~1c~_ . _ . . ~ ' ! - , ! p - , r E Carolina Erosion and ~ ~
- --------v. - ~ Carolina Erosion and To ~ y _ _ _ _ . ~ ~ Sediment Control Manual' ~ . ~ • ~ I ~ - _0- _ ~ , ~ ~ i Detail 6.65•
y, , ; Sediment Control Manual ~ ~ «r--- _
a _ Detail 6.65 _ - ~ _ - ~ ' - o ~ _ ~ ~ rr ~ . _ Porous Baffles per North _ - ~ ~ - \ - _ - 83Q 830.- ~eriVorth - - - ~ -.opt ;Catch Basin f ~ , j~ I } ~ - ,
ro ~ _ , ~ . 3 Carolina Erosion and I, - , i and ~ : - ~ Inletf~rotectron- o ~ ~ ~ " ,,r ! ~ ~ , ~ _ _ ~ rr~ ~I ON _ F i
~ _ \ _ - - ual _ - _ nt - _ - . " . _ _ a ime on ro a _ tYp}--- ~
~ I _ ~ _ - - - - . _ _ ~ ~ ~ _ _ Detail 6.65 _ _ _ ~ _ . _ , - - / - ' ' ~ Silt Eence ~ i ; ~
_ - 804 ~ , : . - - _ ~~:8-243--- ~ - _ _ P c _ ~ _ _ - ~ 3 _ _ _ - - 822 . ti , _ _
~ \ BQ ~ \ \ p _ - - - ~ _ 798 - - _ _ , _ - $22 T ~ ~ ~ ' ~ , ' ,Sediment Basin Rock I ~ ~ ~ . ; _ ~ ~ - - . - _ ~ $4~ 1 i i Dam and Spillway ~ o ~
o 79 794 ~ l- _ y , ` 792: _ _ ~ - - .
_v,,_.~- 810 - - ' ~ ~ T r~ - 1 - ,
. _ _ c7~ _ aye / ~ TD 018 ~ _ _ y_ _ ~ - ~ ~ 806 ~ ~ - > _ -
T , ~ R. ~ _ _ - - _ - 1, ~
8 7D _ w- _ - ~ ~ sr sF _ _ _ Sediment Basin Sediment Basin#2 -,~~t}=-~----~- ,•4~ .
Sediment Basin #1 , r - _ _ _ _ _ ~ ~ / -
o_ g~0'' ~ 792 ' ; ' 794 ' . ~ .r... _ 3~ _ I - _ .-1-- . I _ ~ - _ ~ ~ 0
796 798. 798 ~ - _ _ ~_8~ -81 c~-~ ~ 804 ~ r.. - ~ - _ ~ , e""c--804 , ~ ~ _ » - - _ a, - _
~ _ ----80~ ~ - _..r-~- , \ - _ - .~-8 - . , ~ v~
F~~q 1
J` f ~ \ _ _ _ o'l ~ ~ ~ ~ ~
. - l ~ - Silt Fence .......°"""°'T ao I - sin Rock _ _ , Si~ It Fence Dami andts al ~ ~ - , , f ~ , ~ - - - ~ ~ ~ tY
~ ~ _ _ ~ ® ~ \ ~ Silt Fence , ~ ~t ~ " / 'i' _ , , s , " ~ Sediment Basin Rock r ' ~ ~ P Iway ~ 1 ~ _ W W •
_ . _ c+o - - Dam and Spillway - ~ r -
~ ~ r_ - ~ - C - _ - -
~ - P ~ - - „ = 2 - ~ ~ f /Legend N
-
0 L - All work done m the tream Area shall _ I - , Sediment Basins are not to be removed S
~ ' l„ ~ ~ Property Line
° ? ' e b a NC be done under d conditions and shall - - , - ~ - ~ until approval has been giv n y rY I , . Rock Pipe Inlet Rock Pipe Inlet - ~ 'Water Quality Basin to be constructed ~
retain sediment within the construction - V`8-- _ ~ ; ~ - I Protection _ o ~ \ DENR Land Quality Section Inspector. - - I - - - , Protection ',Ql ,'after Slte IS StabIllZed and temporary Existing Curb Line ~ ~
I _ - _ o - area. ~ _ _ ~ . _ - ~ ~ - , ~ ~ sediment. basins are removed. ~ r Existing Light Pole m ~ N ~ N
az8- ' ~ W r ~ ~ i / Permanent Crossin ~ ~ , ~ New Sidewalk ~ o 0
~ ~ 9 ! r / See Detail C305 / ~ , " ~ ~
~ ~ ~ ~ ~ ~ ~ New Building Edge.. z° r N
U Z Catch Basin Inlet - n Inlet % ;
Construction Specifications: ~ Protection {typ) j ~ - ,t(~ h'p) i New Curb
3 `3 ~ ~ 1. Clear the area of all debris that mi ht hinder excavation and dis osal of s it - % 6( ~ New Curb antl Gutter , , r
~ 2. Install the Class B or Class I riprap in a semicircle around the pipe inlet. The stone should be built up higher on each - ~1I , / , t~~1N~; ~Y New Concrete ~ ~ ~ ~ ~ ~ ~ t f
= Ri ra Headwall, 1' min end where it ties into the embankment. The minimum crest width of the ri ra should be 3 feet with a minimum ! ~ ' p p P p p 'l.~, ~ ti ~.t~ .
~ height from top of fill Natural Ground bottom width of 11 feet. The minimum height should be 2 feet, but also 1 fool lower than the shoulder ofthe % ` ~ New 1Heavy DuryAsphalt Paving ~ ~ ~
U embankment or diversions. _ ? r s , ! I
Pipe Invert 3. A 1 foot thick layer of NC DOT #5 or #57 stone should be placed on the outside slope of the riprap. P +r j - - Future Building and Parking Expansion ~
0 4. The sediment storage area should be excavated around the outside of the stone horseshoe 18 inches below natural ` I I ~ Z ~ ~ I
grade. - I 1 3 _ _i ~ Ili P Permanent Stream Crossing ~ ~ rr { ~ ; •;ti
o ~ _ (_I; ~ 5. When the contributing drainage area has been stabilized, fdl depression and establish final grading elevations, - - _ - - I 1-~ ~ compact are properly, and stabilize with ground cover. ~ 'i
u~i ~ ~ ! I(1 ~ i
p Maintenance Construction Entrance(Exit , ~ p~ Sediment Basin with Rock Dam
~ ^ ~ _ - - \ brawn By LAp
i ~ ~ - - `k ~ _ , - _ It;~~c~ rk ~I~ I~l~~ ~f~~~e#Itr~ i~~~~ uu~~~l~ ~f~~ ~ff~~ ~I~~il~~~~ ( It~~Yt ~P ~~~~~rra p~l~~~ll ~~tf~4 ~t~~ f~p~lr ~I - r - ._._:...._~~.v, _W.~w~.,W...d__y._.. 5~~=~-- hilt ~'br~dr
~ Flow immediately. Remove sediment and restore the sediment storage area to its original dimensions when the sediment has U,~ ~ Checked ~N~~
~ y Flow accumulated to one-half the design depth of the trap. Place the sediment that is removed in the designated disposal I r--I
N area and replace contaminated part of the gravel facing. z ~ { !I ~ I .Construction Exil Approved EBB
c L__J
- Check the structure for lama e. An ri ra d' fr m th n h r h m i r ! o g Y P R isplaced o e sio e o see oe us be eplaced immediately. \ z i !11 ! TD ~ Temporary Diversion Job No. ' 209001
CLASS B RIPRAP I _ I , , , 1 ' GRAPHIC SCALE
U After all the sediment-producing areas have been permanently stabilized, remove the structure and all unstable 1"=50' 09-04-09 50 25 0 so too GI. Grass-lined Channel
NC DOT #5 or #57 Washed Stone sediment. Smooth the area to blend with the adjoining areas and provide permanent ground cover. Scale Date
m I 0~
X Temporary Inlet Protection 1" = 50' Rock Pipe Inlet Protection C
LRock Pipe Inlet Protection ]N. T.S. .302
i Sheet No.
INN

Construction Speclflcatlons L= THE DISTANCE SUCH 'NOTE, ~
POINTS A AND B ARE THAT 1, La IS THE LENGTH OF THE RIPRAP ~
1, Place stone on a filter fabric foundation. OF EQUAL ELEVATION stone section at least 9 inches below 2. Keep center S below APRON.:
natural ground level where the dam'abuts the channel e channel
- A B banks. Silt Fence 'I ~r-I11- - L ,Extend stone at leas41,5 feet beyond the ditch bank 2, D = 1,5 TIMES THE MAXIMUM „ „ „A„ ~ ~ 0• ~
ditch bank STONE DIAMETER BUT NOT LESS' A C ~fthedam. THAN 6", ® ~ ~
- ~ ~ • i ~-I11- - - to keep water from cutting.around the ends of the dam. Construction Specification "'-i ~ I_I I I-= 4. Sel s acin between dams to assure that the _ii-III=~ p 9 the 3Dp ~ W V
"'-I ~ I. elevation at the top of the lower dam is the same ps the ~amepsthe 3, IN AWELL-DEFINED CHANNEL ~ ~ U
Material toe of the upper dam. EXTEND THE APRON UP THE Z .N ;dam from CHANNEL BANKS TO AN
nthetic filter fabric of at least 95% by weight of polyolefins or polyester, which is 1, Use a s A 5. Protect the channel after the lowest check dam from $ Max, a.c. Y heavy flow that could cause erosion, Steel Post.: certified b the manufacturer or supplier as conforming to the requirements in ASTM Dti461, 9" MIN, ELEVATION OF 6" ABOVE THE ® C Z
Y contain ultraviolet ra Inhibitors and stabilizers to provide a 6, Make sure that the channel reach above the most Synthetic filter fabric should Y he most MAXIMUM TAILWATER DEPTH OR TO ~ m
inimum of 6 months of expected usable construction Gfe at a temperature range of 0 to upstream dam is stable, Pabru; m a a 7. Ensure that other areas ofthe channel, such as THE' TOP OF THE BANK, ~ to 'a-' ~ f. aches WHICHEVER -IS LESS, _
~ 120 F, d° cv m n mum len th of 5 culvert entrances below the check dams, are not ,not ~ ~
, Woven Wtre 2, Ensure that posts for sediment fences are 1,83 Iblllnear ft steel with a I 1 g cv 0o Fence Backin rti ections to facilitate fastenin the fabr~, subject to damag®or blockage from displaced stones, sdstones, q,, A FILTER' BLANKET OR FILTER I ~
g feet. Make sure that steal posts have p J g FILTER CLOTH ce with a minimum 14 au e ~ 3, For reinforcement of standard strength filter fabric, use wire fen g g FABRIC SHOULD BE INSTALLED Z d
Malntenanc® and a maximum mesh spacing of 6 Inches.. BETWEEN THE RIPRAP AND SOIL F
m $ down ct check dams and channels at least weekly and i _ „ Inspe ~eeklyand F®UNDATION. ~ ~ k,l
& 4 forward Construction nthetic fitter fabrics. CLASS B RIPRAP after each significant rainfall event and repair N 1, Construct the sediment barrier of standard strength or extra strength sy it 2 ~ W f;
aloe the trench „ immediately, Clean out sediment, straw, limbs, or other jbs, or other iced, ~,.,.y,.,~, ~ I~-
~ 2, Ensure that the height of the sediment fence does not exceed 24 inches above the ground 1 Q OF NCDOT#5 OR debris that could dog the channel when noticed. surface. Hi her fences ma impound volumes of water sufficient to cause failure of the HED STONE ' (g Y X57 WAS ~Xc
e. Q Remove sediment accumulated behind the dams as structur) 2' 1 ~ ~ams as i1 t I
3, Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints, FLOW 9 ~ 9 ~ needed to prevent damage to channel vegatatlon, allow tatPon, allow p RIPRAP RIPRAP ~
When 'oints are necessa ,securely fasten the filter cloth only at a support post with overlap F the channel to drain#hrough the stone check dam, and d~ ~ N v n ar flows from car in sediment over the k dam, and PIPE Q 3Do L a W D a5o slzE MAx. slzE wen the r N
to the next post. pre e t I ge ry 9 ' s Line M 24" 6' 23' 25' 2' 9" 13.5° w~ ~ ~ Main desi n
4. Su rk standard stren th filter fabric by wtre mesh fastened securely to the upslope side of SECTION A-A dam. Atld stone to dams as needed to maintain eslgn i PPo g ~ es at least 1 inch Ion , or tie wires. Extend the wire height and cross section: M
the posts using heavy duty wire step) g mesh su ort to the bottom of the trench, Fasten the wire reinforcement, then fabric on the FILTER CLOTH Line AA 24" 6' 23' 25' 2° , 9" -13.5" ~ W
PP m 50 und. upslape side of the fence post. Wire or plastic zip ties should have mimmu po Line BB 30" 7.5' 28' 31' 3° 12°° 18° I I-III-111~I I ICI I I-ITI I I II ~ I I G
tensile strength, „ „ D -I I hI I I-111~111_I I hI I I I~ ~ Z
en a wire mesh su ort fence is used, space posts a maximum of 8 ft apart. Support 5, Wh Pp Line SS 12 3 13 14 12 7.5 9 I I1= _ _ Q,
und to a minimum of 24 inches. posts should be driven securely into the gro Line W 12" 3' 13' 14' 12' T5" 9" FILTER BIANKET o ~ w
FENCE FABRIC 6, Extra strength filter fabnc with 6-ft post spacing does not require wire mesh support fence. N.T.S.
5ecurel fasten the fitter fabric directly to the posts,Wire or plastic zip ties should have L a. Y ~I ound tensile stren th. Construction Specifications pWJ QDR HW1 15" 3.8' 16' 18' 1,5' 7.5" 11.5" ~ J r
,i mirnmum 50 p 9 •,,i 7. Excavate a trench approximately 4 inches wide and 8 inches deep along the proposed line of de it, QDR HW3 42" 10.5' 32' 36' 3° 15" 22.5" 11, ~
ve etation roots and other objectionable material and properly grade it, o e from the barrier, 1. Clear the entrance and exit area of all g ~ J ® ~ N
~h posts and upsl p 2. Place the gravel to the specific grade and dimensions shown on the plans, and smooth it. I. ! 8, Place 12 inches of the fabric along the bottom and side of the trench, , drains a to car water to a sediment trap or other suitable outlet ~q~ x~ ~ o~
I . ' h soil laced over the filter fabnc and compact, Thorough compaction 3, Provide g ry 9. Backfill the trench wit p 4, Use geotextile fabrics in locations subject to seepage or high water table. 2 Z ~ Y ~ ~;W
F~' of the backfill is critical to the silt fence performance... Steel Post
10, Do not attach filter fabric to existing trees. .k Maintenance ~ , W; Outlet Stabilization Structure ~ ~ Y cp ~ {
jl, ' Backfll trench and compact. revent mud or sediment from leaving the construction site, This may require equine ~ _ .I
Maintain the gravel pad m a condifion io p 'ns ect an structure used to trap sed'anent and clean ft out thoroughly Maintenance periodic topdressing with 2-inch stone. After each rainfall. i p y ~ it out Construction Specifications ' ' ~ ~ d ' ~
a as necessa ,Immediatel remove alt objectionable materials spilled, washed or tracked onto public roadways, a.i,: ry Y
~-0 'm nt fences at least once a week and after each rainfall. Make any required repairs de for the filter and ri ra follows the. required limes and grades shown in the plan, Compact any fill required ih the subgrade to the density of the ' 1. Ensure that the subgra p p ~ t p t ~ ,
I' t Inspect sedi e FLOW immediately. surrounding undisturbed material. Law areas in the subgrade on undisturbed soil may also be filled by increasing the riprap thickness, " ~
r,4 _ 2, The riprap and gravel filter must conform t®the specified grading limits shown on the plans: `4 ~ i,i t~~ r 3. Filter cloth, when used, must meet design requirements and be properly protected tram punching or tearing during installation. Repair any damage by removpng the riprap , } ~ Z ~ ~
i'i _ - - or become ineffective, re lace it - Should the fabric of a sediment fence collapse, tear, decompose R . ; - = Js =I 11= 0 2"-3" WASHED and placing another piece of filter cloth over the damaged area. All connecting joints should overlap a minimum of 1 ft. If the damage is extensive, replace the entire filter - ~ I Q c,
- - - - -111-III- STONE cloth. ~ R
( (-III-III-I I I . - - F ~ - - - I=I (I= Remove sediment deposits as necessary to provide adequate storage;volume for the next rain ~ o 0 0 4, Riprap may be placed by equipment, but take care to avoid damaging the filter. ' ~
.III-III-III-I L I , _ P ~ - - - _ _ - - sure on the fence. Take care to avoid undermining the fence during deanout. ~O - f I I-I (I-L_) and to reduce Ares o ~ -III-III-1 I I-I - - f~ ~ 5. The minimum thickness of the riprap should be 1.5 times the maximum stone diameter.
-I I-1 -I I _ , _ 6. IZprap may be field stone or rough quarry stone. It should be hard, angular, highly weather-resistant and well graded. o
=1 = _ - - 4 - - cin materials and unstable sediment deposits and bang the area to grade and QJ o~a ~ - ~=1 ~ I I-) LI- Remove all fen g o 0 0` o , o n o -III I _i - = 11- ' 'z 't after the contributin drainage area has been properly stabilized SO 7. Construct the apron on zero grade with no overfall at the end. Make the top of the riprap at the downstream endlevel with the receiving area or slightly below it. ~ r~
=111=I 1=1:11-) stablli e t g M! .,.III--_ N, ~ 8. Ensure that the apran is properly aligned with the receiving stream and preferably straight throughout its length. If a curve is needed to fit site conditions, place it in the ~ f,~
r^ - 1=1 - i o 0 0~ 0 0 0 0 0 P upper section of the apron. ~s~ 9, Immediately after construction, stabilize all disturbed areas with vegetation. ~ ~
p Q OL, no ~ 1 o 0 0
Maintenance ; `i
O Pte. ~n~` 1
MIN. " 6 ~ ' , ~ " Inspect nprap outlet structures after heavy rains to see if any erosion around or below the riprap has taken place or if stones have been dislodged. Immediately .make all heeded ~ a ~1
repairs to prevent further r~amage. ~f M~
~ _ ~a
I, H y
B ~ ~ 0. I I i® i t r i ~ ® ~~j,
n I I N,T,S, r i N.T,S, , . ~ ; Z
I': N.T,S, O
c 3 GRAVEL FACING - Construction Specifications
o ~ ABUTMENT ROCK .to ~ j S, 2 ~ E
~ E WEIR CREST 1. Un'rformly grade a shallow depression approaching the inlet i U ~ uN
~ = 2' BELOW BASIN SIDE w a ..I ELEVATION CLASS I AND II RIP RAP U o. ~ ROCK ABUTMENT
TOP OF BERM 20' 0 Q, Sediment Basins are not 1 nS are nOt tO be remOVetl 2. Drive 5-foot steel posts 2 feet into the ground surrounding the inlet. Space posts evenly around the perimeter of the inlet, a W r 1 maximum of 4 feet spark. ~ V
MIN,1,5' THICK ~ m ,3 <o until a royal has been gi gas been given by a.NC ~
ROCK APRON ) ~ p10 LEVATION o 0 0 0 3 ~ • ~ WEIR E - - 1 O O O O~O ~ o~ NR Land Quali SeCti~ 3. Surround the posts with wire mesh hardware cloth.. Secure the wire mesh to the steel posts at the top, middle, and bottom. Z
~1 0 0 0 0 0 DE ty uality Section inspector. Placing a 2-foot slap of the wire mesh under the gravel for anchoring is recommended. ` Q
' ~ O O C 4' O ~ o CREST OF ~ } ~ SLOPE TOP OF BERM N 1~ 0 0 0 0 o TOP OF BERM SLOPE w Q n 4, Place clean gravel (NCDOT #5 or #57 stone} on a 2;1 slope with a height. of 16 inches around the wire, and smooth to an even ~
}O SPILLWAY ~ ~ WIDTH = 5' _ ~ , , f ELEV, = 798.0 DOWN ° _ ~ ~ ~ ~ DOWN grade.
N . \ r\ ~ ~ a \ \ ~ ~ ELEV. - 796.0 w ~ o )
~ f~ o 0 0 0 0 0 0 0 \ , o 0 5, Once the contributing drainage area has been stabilized, remove accumulated sediment, and establish filial grading elevations,
\ ~ z D T #5 0R ~ ~ w ~ 1 MIN. NC 0 ~ , UT-OFF TRENCH O O O ri ~
3 7 WASHED STONE C O O O O Sediment Trap #5 0 0 0 0 0 0 0 0 o pip Tra 6, Compact the area property and stabilized it with groundcover. Z Z
TER FABRIC ~-,~1C~1~'1 ~ O c~i FIL D DOWNSTREAM SIDE N W W z
0 ~ O~O~OUvU~...w~..~~„~O O~ Construction Speci cations o~ o 0 0 0 0 0 0 0 0 Maintenance
V c 1. Clear the areas under the emabnkment and strip of ro~ o ECTION VIEW z z ~ nt and strip of roots and other _
CR®SS S - objectionable material. Delay leaning the reservoir a g the reservoir area unto the dam is in ~ • ` ` r6 Inspect inlets at least weekly and after each significant (z inch or greater) rainfall event. Clear the mesh wire of any debris or other ~ Q a ~
a _ SPILLWAY PLAN - _ _ ~ place.
i~ % _ _ 2. Cover the foundation area inducting the abutments wit ai Porous Baffles per North ~ ~ ~ ~ ~ TOP OF BERM ~ ckfillin with rack. If a cutoff trench is 7e abutments with extra strength filter objects to pro~de adequate flow for subsequent rains.. Take care not to damage or undercut the wire mesh during sediment N ~ p
® d ~ - " ELEV, = 798,0 2 fabnc before ba g _ Carolina Erosion an ~ To _ s cutoff trench is required, excavate at removal. Replace. stone as needed. q o ~ ~ ~ uay up the earth abutments. Apply filter
_ ~ - center line of dam, extending all the way up the earth o Sediment Control Manual ~ ' ~ Y ~ 'c under the rockfill embankment from the upstrea from the upstream edge of the dam to the ~ ~ ~
~ ail .65 _ - ~ 2 fabn Det 6 o ~ / ° WEIR CREST ? ° • downstream edge of the apron. Overtop fill material a lap fill material a minimum of 1 foot at all 19-Gunge hardware cloth rn
1 ELEV, = 79ti,0 ~ / ~ • • ver the the downsl ~ \ Joints, with the upstream strip laid o ;rthe the downstream strip. mesh openings) w o 0
• O o / / / 3. Construct the embankment with well-graded rock and , - ~ 808 - 5 Wide Rip-Rap / ° ° graded rock and gravel to the size and
/ dimensions shown on the drawings, It is impo an Itis im orkant that rock abutments be at 4, IT1QX o ° N p A A r o
804 Energy Dissipater / / least 2 feet hi her than the spillway crest and at least w o \ g _ \ \ oo ° ° ° 0 0 0 0 \ revent sc rest and at least 1 foot higher than the oe, to prevent scour and erosion atthe - z ~ tv
~ ; 00--~=--~~--?~"' ~ / dam, all the way to the downstream toe, to p
~ - \ abutments. 79 '.794 ruction site should be diverted into the '
~ GROUND ~ 4. Sediemnt-laden water from the construction srte shou 79 _ NATURAL `\\i,\ \ \ ~ ~ \ / , rea from the dam. Z ~ ~ - //i, basin reservorr at the furthest a ~m the dam. ~ ~ 4, ~ , r i
~ ~ ' ~ ~ _ _ LEVEL APRON ~ 5. Construct the rock dam before the basin area is clean sin area is cleared to minimize sediment ~ ~ N +~h>~,~; ~ <r
3 , , 1 ~ FILTER FABRIC f the basin. Immediatel stal ' ; ~ ' o SPILLWAY SECTION yield from construction o Y ~ _ _ o~\ 1 Immediately stabilize all areas disturbed ;``Ljza~ s~S~ ~
- ~ durin the construction of the dam except the sedime to i 9 :cept the sediment pool ~„.f
~ ~ Sediment Basin#1 _ ~ 6. Safe -Sediment basins should be considered dang~ _ \ tY ;onsidered dangerous because they attract r~? ~ ~ `~~~i- ~
o ~ ~ n. tee side slo es should be avoided.- Fenr 792 ' 794- ' ~ chtldre S p p eavoided. Fences with warningsignsmay ~ ~~~f°~'%''~~~~~'~~,~ state and local requirements must be - ~ ~ ~
6 m - " ~ ~ be needed if trespassing is likely. All state and local i U 79 788 798 ~ , " followed.
L ~t~la.,<y,,, ^ .
® ~ ,i' ~ % ==---79.4-m---- F Drainage Areo to sediment basin = 10.0 acres, _ S Z ` Maintenance Catch Basin N NCDQT #5 or ~~t1illl~~`
e SF % Required Storage (3600 c/f per acre) = 36,000 c,f. #57 washed stone
_ ~ ~ - levotion 796.0 Check sediment basins after each rainfall. Remove sedim ~ _ , i~ Silt Fence ~ E about one-half the Remove sediment and restore original NCDOT #5 or
~ volume when sediment accumulates to _ gout one-half the design volume. Sediment #57 washed stone
~ r _ Sediment Basin Rock U - should be laced above the basin and adequate y s i ize Tra Efficienc P o - _ - Dam and Spillway """-T :quately stabilized. D DRAWN BY GDB i"~~fy ~~~~1~~ ~-H
_...:.r id rock displacement weekly and after each CHECKED WNBB
~ Peak Inflow = 4 = 44A Check the structure for erosion, piping, and rock dis cen end repair immediately.
si nificant 112 inch or rester) rainstorm and repair immes 9 t 9 ~ YOUT PLAN APPROVED EJB
p N WITH R0~'K DAM LA x 43 560 SEDIMENT BAST Re uired Surface Area 44.0 x 0.01 , q ;diment immediately after the constructions ~1 } r °
~ 1 "=50' - Remove the structure and any unstable sediment immedi~ ~ SCALE. s.f,/acre - 19,166 s,f, ~ site has been ermanently stabilized. Smooth the basin s Booth the basin-site to blend with the I 1 I I~ 6 1cl JOB N0. 209041
c p _ - = f surrounding area and stabilize. All water and sediment sh and sediment should be removed from the N,T.S.
Tnn of berm - 798..0 Surface Area Elevation 798,0 19,170 s. , n...,;..,....i ~1,..,,lA ho nlarc~i ,r ,,.w ho ~i~~oa .n Aceinna+arl rlisnncal areas N,T.S: 09-04-~g
" r oaSin prior to warn reuruval JCUIIIICRIL JI WUIU Neu y Jwu vc Nuwu .y..., r
Area - 19,170 S.f. and not allowed to flow into streams or drainage ways dur ~ Surface v required area Top of berm © 798.0 is 1.5 feet above ainage ways during sediment removal. SCALE DATE
Crest Elevation = 796.0 and volume. APPROVED BY PURCHASER / TENANT DATE
x Storage Volume = 53>315 c.f. 5 Sediment Basin i Rock a APPROVED BY DEVELOPER I SELLER DATE C3 0 31
SHEET NO.
N.T.S. "I g

Installatton 5 eclflcatlone: Construction Speclflcatlons p , FINISiED
, GROUND -
1. Place the RECD 2-3 feet over the to of the slo a and into an excavated trench measurin a roximatel 12" dee b 6"wide. 1, Subgrade preparation - Gompact any fill required in the subgrade to a densi approxlmatin that of the p p 9pP Y pY h' 9 FILL SLOPE_ ~ ~
2. Pin the RECP at 1 foot intervals along the bottom of the trench, backfill, and compact. surrounding undisturbed material or overfill depressions wish iprap. Remove brush, trees, stumps, and ' i..
3. Unroll the RECP down or alon the slo a maintainin direct contact between the soil and the RECP. other objectionable material. Cut the subgrade sufficiently deep that the finished grade of the riprap will ( g) p 9 EXCAVATE FOR I~ ~
4. Overlap adjacent rolls a minimum of 3", be at the elevation of the surrounding area, Channels should be excavated sufficiently to allow placement 5. Pln the RECP to the. ground using staples or pins Ina 3 foot center.-to-center pattern, Less frequent staplinglpinning Is acceptable on of the riprap so that the finished Inside dimensions and grade of the riprap mast design specifications. TEMPORARY DIVERSION 2,5 ~ ~ ~ ~ DITCH AT BASE OF 1. ~ ~ ~ ,c
moderate slopes,' 2, Synthetic filter fabric • Place the cloth filter directly on the prepared foundation. Overlap the edges by PROPOSED FILL SLOPE EXISTING ~ I `V U3 0 '
at least 12 inches,'and space anchor pins every 3 feet along the overlap. Bury the upstream end of the GROUND I a 'N ~
Maintenance 5 ecifications Both a minimum of 12 inches below ground and where necessary, bury the lower end of the cloth or p ice,-~y `.1 ~ ~
overlap with the next section as required. Take care not to damage the cloth when placing riprap. If 1. Ins sct rolled erosion control roducts at leastweekl and after each significant(112 inch or greater}rain fall event repair immediately, damage occurs remove the riprap, and repair the sheet by adding another layer of filter material with a
p p Y CONSTRUCT RIDGE 2. Good contact with the ground must be maintained, and erosion must not cur beneath the RECP. minimum overlap of 12 inches around the damaged area, If extensive damage is suspected, remove and
FROM EXCAVATED 3. Any areas of the RECP that are damaged or not in close centact with the ground shall be repaired and stapled, replace the entire sheet, g _ _ - i ~
3. Stone lacement - Placement of rl ra should fallow Immedlatel after lacement of the filter, Place MATERIAL FROM DITCH 4. If erosion occurs due to poorly controlled drainage, the problem shall be fixed and eroded area protected. p p p y p ,
CP as necessa until ' round cover is established. ri ra so that it forms a dense well raded mass of stone with a minimum of voids. The desired . 5. Monitor and repair the RE ry g p p -g ' - ~ '4 .
distribution of stones throughout the mass may be obtained by selective loading at the quarry, and ~ , controlled dum in durln final lacement. Placed ra to Its full thickness in one o eratlon, Do not , p g g p p p p 3 ' ~ , 1 ~ i ~ ~d.
ooth afore Slope surface shall be sin b place riprap by dumping through chutes or othermethods that cause segregation of stone sizes. Take ~ ~ ~ 1. ~ I- ~~i ~ /CAL
laement for ro er soil contact, care not to dlslod a the under) In fitter fabric when lacin stones. The toe of the t1 ra slo a should be 1 ~ ' ' ' ' P _p p g Y g p g P p p ,
keyed to a stable foundation at its base as shown below, The toe should be excavated to a depth ' If there is a berm at the top of EXISTING ~ ~ ~ ~
indicated on the design below and should extend hor~ontally from the slope. The finished grade of the ~ ~ 11- li slope, anchor upslope of the berm, GROUND ,5 , ~ ~ - ,a iprap should Fend with the surrounding area, No overfall or protrusion of riprap should be apparent, ~ ` -
' •I' ~ I'=T~~- - - Ming. 2' overlap, _ - _ - r_) I I--~" i'-I I I~ 2 ~ ~ CHANNEL SHALL BE GRASS LINE = ~ ~
i,.. Maintenance - - - - ~ -I ~ , i I i i I i i Iii 1- ~ -WITH STRAW-NET,.. ~
- - - - - - - - - - ~I j-- ~ ~ ~
Ri ra should. be ins acted eriotlicall for scour or tlislod d stones, Control of weed and brush rowth - - i p p p P Y ge 9 _ II(~~~- I F '
I ; I maybe needed in some Nations. - Grass Lined Channel ~ ~~r' N
.A' `.;F ~ ~ ,
r ' ~ ~ ~ , :`Stapling, pattern. as Censtrucfiora Specifiaatior~s ~ }i ~~~~I,,
F ~ ~l~ \ per manufacturers.. DQ Oa ' ~
/ i recommendations, . 1. Remove all tree, brush,, sfiumps, apd other objectionable material from the foundation area and I ~ ~ r~ Liu ~ ~ dispose of ro ei1 °'l ~ i
Temporary Diversion Ditch Anchor in 6"x6" min, / Ditch p p Y• ~ s., , 2. Excavate the channel and shape It to neat lines and dimensions shown on the plans plus a ~ w
~ . Trench and staple at ~ Construction S eciiocations 0.2-ft overcut around the channel perimeter to allow for bulking during seedbed preparations I ~ Z `
12" intervals. P ~ . P I a and sod buildup: ` i ~ Z ~ ~ ~ Ill
I ~ \ 1. Remove and properly dispose of all trees, brush, stumps, r - / brush, stumps, and other objectionable material. 3. Remove and properly dispose of all excess soil so that surface water may enter the channel ~ I- €
' n m t _ ° ° 2. Ensure that the minimum constructed cross sectio ee s ~s section meets ail desi n re uirements. Y• 9 q free) ~ ~ r i
„ 1 ~ - a a 3. Ensure that the to of the dike is not lower at an oint the p P Y M'n v rl i,6 oeap / , at any point than the design elevation plus the specified settlement. 4. The procedure used to establish grass in the channel will depend upon .the severity of the ~
- ~ ~ - ~ 4. Provide sufficient room around diversions to permit machlr to permit machine regrading and cleanout. conditions and selection of species. Protect the channel with mulch or a-temporary liner. ' ' Q ~ ~
- - 5. Ve etate the rid a immediate) after construction unless ii i - _ a 9 9 Y ®I - s _ iruction, unless it will remain in place less than 30 working days. sufficient to withstand anticipated velocities during the establishment period. ~,,,j ~ ~ ~ ~r 0 ~
"I I - Staple overlaps max, _ a a a Q Maintenance Maintenance E
P g ~ - - - - Da a Oa \ ~ ~7 ~ j
\ \ , - - ~ ~ \ Filter Fabric ' e ' ns once a week and after eve rainfr ~ ~ / ~ ~ Inspect temporary div rsio ry ;,t / / / fJa o after every rainfall. Immediately remove sedimenj from the flow area and repair the During the establishment period, check grass-lined channels after every rainfall. After grass is t ~ ~
~ \ _ / \ ~ \ diversion ndge. Carefully check outlets and make timely repairs ce timely repairs as needed,. When the area protected is permanently stabil¢ed, remove established, periodically check the. channel; check it after every heavy rainfall event. Immediately ~
r- \ \ a \ / / / ~ the rid a and the channel to blend with the natural ground level Do not stretch blankets mattin ti ht-allow. Bnn material down to a level ~ / / / ~ g make re airs. It is articular) im ortant to check the channel outlet and all road crossin s for bank - _ iral ground level and appropriately stabilize ii. P P Y ~ p g ~ D. stability and evidence of piping ar scour holes. Remove all ignificantsedimentaccumulations to ' ~
\ \ \ area turn the end under 4 ~ \ \ \ \ the rolls to conform to any Irregularities. ~ \ I, / / maintain the designed carrying capacity. Keep the. grass in a healthy, vigorous condition at.all times;. ' ~ O
/ / and staple at 12 Intervals, / / / / / / ~ \ \ \ \ \ since it is the primary erosion protection for the channel (Practice 6.11, Permanent Seeding). ~
i\\\\ i///,./ For slo es less than 3H:1V, rolls ~ ~
P Lime fertilize and seed before installation. Plantin ~ ma be laced in horizontal. ctrl s. 9 y p p of shrubs, trees, etc. should occur after installation. Z
0 : ~

l
r i i i c i r Asa r c r ~ i - ~
N,T.S, ' N.T.S. N.T.S. ~
;I
Area Description Season - No. Permanent Seeding Mixture Seedbed Se~edin ~ ~ Mainte- ~ 'n Pre Method Malch nonce Construction Specifications
i Permanent-(Ib/acre) Temporary-(Ib/acre) p' ~
ALL ISLANDS AREAS ITHIN 5 Tall Fesaue - ' Spnng Sericea lespec Toll Pescue - i o0 1. Grade basin so that the bottom is level front to back and side to side.
F SACK OF CURD AND WITHIN Steep or Korean lespgd g Sericea lespedeza - 20 Korean lespedeza - 10 SP-1 SM-1 MA-1 2. Install posts or sawhorses across the width of the sediment trap.
sf slopes Fall Redtop - 5 Redtop - 5 Kentucky Bluegrass -5 MU-1
1 F DUILDIG SHALL DE i ~aW Kentuaky Blue Mainte- 3. Steel posts should be driven to a depth of 24 inches, spaced a maximum of 4 feet apart, and ~
VE TI AR 2 Hance Summer er German mmeE - 40 installed up the sides of the basin as well.. The tap of the fabric should be 6 inches higher than the
' _ _ Winter R e Grain - 120 SP-1 SM-1 MA-1 r v invert of the spillway. Tops of baffles should be 2 inches lower than the top of the berm. ,y.~e K~reanle~ edeza - 50
i ? ~ - ~ Spring Rye. Grain -,126 ~ W
- ~ , ~ . , _ -saD - . - - _ --e~D~_.-' _ u~ , _ ~ xoreon lesPed~Za - 50 4. Install at least three rows of baffles between the inlet and outlet discharge pant, Basins ess ® Q MA-4 than 20 feet in length may use 2baffles.
~ - TM ~ : . - ~ _ = ~ ; - ALL DIVERSION DITCHES SHALL. ~ ~ ~ _ ~ _ ~ _ _ ~r,~ Nigh Summer ~ r >'u__-°'~°"~ _ ' ,.._..,~,~a~! !,-~.__..w ~ m - r 2 Mainte- er German millet - 40 Z
. ~a~~~-~ ~ DE VEGETATION AREA 3 UNLESS o, ~ l ~ ~ ~ I ~ _ ~ - ~ , nonce Fall Tall Fescue BI SP-3 SM-2 MU-2 ~ W Tall Fesaue Blend-too MA_2 5. when using posts, add support wire or rope across the top of the measure to prevent sagging..
:O ~ ~ ~ I ~ ~ ~ Area ~ i ~ ~ ~ OTHERWISE NOTE. SEE SHEET. j ~ ~ I ~ D.
,i ~ ~ ~ t~ A ~ ~ ~ ~ ' ~ ~ ~ Winter a ~ ~ ~ ~ ~ . ~ ~ C301 FOR DIVERSION DITCH r Rye Grnm - 120 ~ MA-5 6. Wrap porous material, like jute backed by coir material, over a sawhorse or the top wire. ~ ~ a--~ ~
- ~ 0 ~a^ ~ , , , l p I Spnng Tall Fescue ~ Toll Fescue - 200 Hammer rebar into the sawhorse legs for anchoring. The fabric should have five to ten percent J ~ ~
~ LOCATIONS. tV , j \ ~ \ ~ r i i or Kentucky Blue Kentucky eluegross -20 openings in the weave.. attach fabric to a rope and a supportstructure with zip ties, wire, or W J
r ~ ~ ~ ~ ~ ~ t I - _ _ - - ~ Fall German millet Grassed r it ~ 1 '1 1 ~ 1 I ~ I G A l t 1 ~ ~ i i 3 Channels. German millet - to Staples. SP-4 SM-2 MU-3 MA-3 ~
~ :'i i ~ ~ ~ , f , i I TollFescue - t7 ~ ~ \ V ~Ia ~ , i I / Summer Blu ~ Toll Fescue - 200 (1 er Kentucky Bluegrass -20 ~ 7. The bottom and sides of the fabric should be anchored in a trench or:pinned with $-inch erosion' Z
Q \ ~ s ~ ~ ~ ~ ~ ,I ~ ( ( Kentucky e ~ ,p. ~ ~ ~ ~ ~ ~ ~ , ~ Rye Grain - N _ Rye Grain - 4o control matting staples. -
- ~ ! ~ ~ ~ \ i 2 ~ ~ - ~ - - Seeding Methods {SMj ~ ~ ~ ~ , Q
N ~ ~ ~ ~ ~ I ~ ~ I - - _ it . ' 8. Do not splice the fabric, but. use. a continuous piece across the basin. ~ 0;,
N I ~ , ~ SM-1 Stse Slo es 0 'i ~ \ ~ ( ! i ~ Seedbed. Preparatic abed. Preparation (SP) '
~ t , ~ 4 ~ _ ~U. ~ 1 - ~ i , ` I I ; ! u; ~ ! ~ ~ ro ; - ~ ~ ~ , Use h tlraulic seedin a ui ment to a I seed and fertilizer a wood fiber multi Maintenance a a
{ I I I ; ~ ~ a,, I p Y 9 q p pP Y ~ SP-1 Steep slopes { ~ ~ ~ ~ ~ ~ i _ ~ at 45 Ib11,000 s.f,, and mulch tackifer, Steep slopes (3:1 or steeper) to be seeded with a hydraulic seeder, Inspect the baffles at least once a week and after each rainfall:. Make any required repairs...
~ ~ ~ -
o ~ ; ~ ~ _ 1. In fill areas: Lea ~ ~ ~ ~ ~ ~ , - = ~ - ! I SM 2 Gentle Slopes and Temporary Seedings In fill areas: Leave the last 4-6 inches of fill loose and uncompacted, immediately. tY
U ~ ,D ~ ~ ~ _ _ ~ ~ allowing the rocs allowing the rocks, roots; large dads and other debris to remain on-the W W slope. Be sure to maintain access to the baffles. Should the fabric of a baffle collapse, tear, decompose, Z
~ j ~ _ r ~ - - 1. Broadcast seed at recommended rate with a c clone seeder dro s reader or cults acker slope. m r \ ~ ~ ~ -----ems-- 1- ~ Y p p p ; ~ ~ \ In cut areas: Gn or become ineffective,'replace itpromptly.. o In cut areas: Groove or furrow slopes on the contour: U U ~
o. d \ ~ , ~ - - - - - .seeder. u _ ! ~ / a _ - Z- 2. Roughen slope , - ~ - ~ r' i Roughen slope faces. by making grooves 2-3 inches deep. Z Z ~
I - s, ` I ~ ~ ~ 2. Rake seed into the soil and lightly pack to establish good contact. ~ ~ ~ _ ~ k ~ ..~~.u~..~ - . ~ ~ ~ W , , -I _ _ - ~ m,-~ ~D I 3, Spread lime eve l / fD Remove sediment deposits when it reaches half full to provide adequate storage volume forahe ~ ~ ' Spread lime evenly over slopes ai rates recommended by soil tests. ~ a : a ~
W ~ \ 5.85. ~ ~ ~ _ - ( ~ w`. ~ ~ ~ p a` ~.d~~- ~ ~ ,S~b ~ - _ . - Mulch{MU) next rain and to reduce pressure an the baffles. Take care to avoid,damaging thebaffles during
~ ,y1 , - _ _ x~. ~ - o ~ ~ - 6 ~ ~ ~ _ Dq5 ~ ~ SP-2 Steep slopes _ L i Steep slopes (3:1 or steeper) -Temporary Seedings cleanout, Sediment depth should never.exceed half the designed: storage depth. ~ ~ Q O ~
0.'u' . ~ ~ ! 0 Sedlmep ~ TD ~ ~ ~ 3 Wde1~ ~ MU 1St p sl p { 1 or Step ) x~ ~ , I` ~ , ~,5 ~e~r . ee o es 3: a er f I eas: Lea _ _ After the contributin draina a area has been ro erl stabilized, remove all baffle materials and N
ti - ~ 1. In it ar o ~ ~ - . _ - - ~ _ ,~y- _ ~ , U ~ - In fill areas: Leave the last 4-6 inches of fill loose and uncompaded. g g p p Y ~ unstable sediment deposits, bring the. area to grade, and stabilize it. Remove rocks, roots, large dolls. and other debris to remain on the slope. ~ ~
m w ~ _ ~ . - ~ . ~ ~ , ~ M ,,,~~4 . ' - - Remove rocks I ~ ~ ~ - / - - ' - _ ' , a Apply 4,000 - 5,0000 Ib !acres grain straw or equivalent cover of another suitable ' In cut areas: Groove or furrow slopes on the contour.
o ,..~-~~'w:. _ , ~ - In cut areas: Gn ~Po ~ ' , ~i _ - ~ ~ -_..:A " - , ~ y mulchin material. Anchor mulch b tackin with as halt, rovin or nettin . . , . _ . 2. Rou hen slo e - _ _ AID TempaetY Wver~on¦ t 9 p Q \ ..~,C---„y-~.. i Porous 8affies rn Roughen slope faces by making grooves•2-3 inches deep. w a o
v ~ _ 5 , Neettn is the preferred method on steep slopes. Energy Dlssi mte a ~ ~ -Carouma Bruai o a ss ~ ~ ~ ~ ~ J' 3. Spread lime eve iJJ / P ~ ` X' ~g Sedimer~Co ,-line wdh stra~(tYP) ~ ' ' a,' Spread lime evenly over slopes at rates recommended by soil tests. Support post, 24° o a N
w. ' X856 ~~..V ~ ~'Qa1all8.85 - '-emu.-.~~r--_~~ ~t ~ . ~ ~ ~ ~ `l~~ I MU-2 High Maintenance and Temporary Seedings into. bottom or side.
y ` F, , ~ ~ ~ ~ - _ / - _ ' ~ ~ SP-3 High Malntena . f;,, _ - - - High Maintenance Turf Stak to z ~ N
~ r V ~ - _ _ ~ - A 13 000 - 4 000 Ib! acre rain straw ore uivalent cover of another suitable pp q ~ ~ - Y g ° ro ~ ~ ~ i , Z SedimeriBasingl / ~ ro - - ~ - s~. l - • i 1. Remove rocks
- r.. ~ a ~ ~ ~ - 3 rr~dma,pRep ~ ` ° ~ ~ _~B,g__.,~_T' % j Mulch, Anchor mulch by tacking with asphalt, roving, or netting or by rolling \ _ r ~ ro~- Ener a~~~tw y - ~ of a unifomisee Remove rocks and debris that could interfere with tillage and the production Support rope to wire to support 're of a uniformseed bed. prevent sagging
W ~ _ 0. ~ro_. , ~ , - - - - seen ®~m~ ~ . ~ and waterin _ - ~ ' 3 ~ , ~ - ~ ~ - " 2. Ap lime and 1 i~ ~ ~ - RIY Apply lime and fertilizer at rates recommended by soil tests; spread evenly , ~ ~ ,
~ ~ > a, ~ - _ ediment Basin rs. ~ - ~,D ~ . - i - . _ ~ - s and incor rate - - po ~ a ~ - ~ =`uhtil approval h MU-3 Grass-lined Channels m \ ~ and incorporate to a depth of 2-4 inches with a farm disk ar chisel plow. ~~~t~}~. ~;~~,~,f
~ sa,Pance ~ ~ro.T. ~ ~ d~of e ~a~,~.,~""°°"„„~m~~=' i ? _ ~ ._.ezv-^a.DENRI.andQu _ ~ r 5 _ _ ~ J 3. Loosen the subc Loosen the subgrade immediately prior to spreading topsoil by disking or ty, •>:~S•, , ~'h,~ ,rte
p ¦y ~ _ \ 1 r >y~ ' _ _ - ~ - _ ~ scanf~in to a n ~ sfitPeDCe „ ~ ; ~ sed~,en,~n~-.;,~ ~ \ Install lute, excelsior matting or similar channel lining to cover the bottom of the channel. The ~h scarifying to a`minimum depth of 2 inches. - r
,t "S~~iren~ °~,~,°s~'~,aY - l' ~ I ~ I'n'n h x n v th h ' h f h h nn n h nn o es ab ve the het ht of 4. Spread topsoil t+ m Nota: i i s ould a to d abo e e e t o t e c a el. O c a el sl o U 9 i9 P 9 tliment Basins are not to be removed Sediment B - rte" ri - ' ' - / r / i1 ; Spread topsol to a depth of 3-4 inches and cultipack. ~ ~ ~ ~ ~ ~ ~
~ lil approval has been given by a NC at th asms shall be constructed ~ - ~ - ~ i ~ ~ 5. LOOSen SUrfaae e onset of the pro act ~ z"'-~ - - ~ I' ~ ~ ~ ~ , ~ % , - the channel, apply 4,OQD Ib/acre grain straw and anchor straw by stapling. netting over the top.- nd Ouahty Seckion inspector, ~ ~ . ry ~ %j ; , t Loosensurfacejustpriortoapplyings~ed. ~ ~ ~ ~ ~ ~ ~~~~~~~~~i"~ ~~~n~~'~ , ,
~ . - - h'' i'-..'~ '~r%~r ~ ~ - - Y ~ c n Grass-lined Channels ~'x4 ~ ~ i ty 4 ' a 9 x <
Z ~ r ~ - ~ ~ ~ ~ ~ Maintenance 1MA1 SP-~ Grass lined Ct r Ofp ~ Cab ~ ~ , 1
0zg= r, ~=,-'~e. ~ MA-1 M w n m r n n r R f 'n n r'f n R 'r 1. Remove rocks e Remove rocks and debris.
~ ~ , , ~ ~ ~ 0 0 o e the o ce a yea , e ertilize i seco d yea i eeded. epos > I / ' > ~ - ~ ~ 2. A I lime and 1 ur ; ~ 1~!'~/ ~ \ - Damaged areas immediately. pp Y Apply lime and fertilizer at rates recommended by soil tests; spread evenly
~ ; , i~, ~ _ and incorporate L and incorporate intothe 6 inches with a disk, chisel plow or rotary tiller.
o I , , 8. Break up large c ~ I fj ` ; , ~ ~ MA-2 Keep mowed to a height of 2.4 inches. Fertilize with 40 Iblacre nitrogen m winter Break up large clods and rake into a loose uniform seedbed. Coir' mesh or similar, DRAWN BY CDB
~ n _ I _ ; , ~ , ~ ~ 4, Rake tg IRg~fi.. ~ i ~ ~r,;~ i ~ ~ft~ ft~dlfl ~g ~~Il~wf~g ~f~lli ~g$f~Bd) fd~III~~ ~f~d f~~l~~ ~~~~g~t~ bftffOfl~fgfi6 i?a~~ tg IRg~gf! cyst ~rlgf to ~~~lyin~ shed„ s a I d or r nc ' to
' # ~ - ` `fir ! ; t immediate) . Y bo`ti~orn or .side CHECKED WNBB
0
3 N ' GRAPHIC SCALE MAC Inspect and repair mulch and lining, Refertilize in late winter the following year APPROVED ' EJ B
~ ' with 150 Iblacre 4:0-10-10 fertilizer. Mow to a height of 2~l inches. too so o too zoo
0 foes Detail. N.T,S, ~oI3 nlo. 209041
T MA-4 Toadress with 10-10-01 fertilizer if growth is not fully adequate.
~C 1' - 100'
m MA-5 Topdress with 50 lb/acre nitrogen in March. If it is necessary to extend temporary N.T.S. 09-04-09
Lcover beyond June 15, overseed with 50 Iblacre Korean lesPedeza in late February or ~ SCALE DATE
X March. APPROVED BY PURCHASER / TENANT DATE ,
APPROVED BY DEVELOPER / SELLER DATE C304.
N.T,S, Vegetative a SHEET N0

Construction Speciflcatlons
GRAVEL FACING
1, Keep clearing and excavation of the stream banks and,bed,,and approach sections to a minimum.
ROCK ABUTMENT C~ 2.Divert all surface water from the construction site onto undisturbed areas adjoining the stream.: t,lne unstable stream banKS with rlprap, N
5' BASIN SIQE Z ' 2 or otherwise appropriately stabilize them. - ~
WEIR CREST a ROCK ABUTMENT ...ELEVATION = 2' BELOW. 10 Q ~m cty
TOP OF BERM CLASS I AND I) RIP RAP ~ <p ~ ~ ~ 3. Keep stream crossing at rightangles to the stream flow, Thls is particu~rly importantwhen culverts are used. O ~ N ~o
' MIN.1.5' THICK ~ ' ire nOt t0 be remOVed . 4. Align road approaches with the center Ilne of the crossing for a minimum distance of 30 feat. Raise bridge abutments and culvert fills a ~ ~ ~ U
Q Sediment assns are not to b o 0 o Oo ROCK APRON o 0 0,,~/-~o~~° V ~ ° WEIR ELEVATION _ 3 ~ C'~~
SLOPE CREST OF Z SLOPE TOP OF BERM until approval has been-giver 2 ~ 1 TOP OF BERM w Q u been glVen by a NC minimum of 1 foot above the adjoining approach sections to prevent erosion from surface runoff and to allow flood flows to pass around the Z structure.. „0 (n f
ELEV. = 810.0 + '~o SPILLWAY O ~ = WIDTH = 5' 1 f Q C 4 0 0 0 o DOWN ~ ~ ~ ~DOw DENR Land Quality Section I 0 0 0 ~ ELEV. = 808.4 W H O ty Section inspector. ® ~ o r~
~a- 5, Ensure pump around is in place to dewater the crossing site and that the pump is sized progeny to accommodate'the~tream flows. ~ 3 ~ zk
/ ~ , i,~/ r , 6. Install protective ground covers to provide permanent erosion protection acid Improve vlsual'quailty, but not interfere with driver Ilne of sight from the roadway,. ~ tom- ~ .y
1' MIN. NC DOT #5 OR ~ \ \ r o 0 o a ~ ~ r cam/-1~1t~1 0 .0 i
#57 WASHED STONE CUT-OFF TRENCH DOWNSTREAM SIDE ~ 7, Ensure the permanent measures needed to control erosion from road water runoff (such as rlprap and paved channels, paved flumes, or ® ~ v 'r
- FILTER FABRIC ~ ° ° °U o~~~ ou ° ° ° Sediment Trap Trag rlprap outlet protection) meet all construction requirements for those practices. ~ ~
^ SP LL A ( W Y PLAN Construction S eclflc Ions ~ r~ Malntenance~' O O
p at r~
CROSS-SECTION VIEW 1. Clear the areas under the emabnkment and strip of roo tend strip of roots and other Inspect p~rmanentstream crossings periodically and after major storms to check for channel blockage, ®rosion of abutments, charmel C7 F,
TOP OF BERM c,b'ectionable material. Dela deanin the reservoir are 1 Y g i the reservoir area until the dam is in degradation, rlprap displacement, slope failure, and piping. Make all needed repairs immediatelyto prevent further damage to the ~
- ELEV. = 810.0 2' place. \ -M installation, i~ D-
- ~ 2. Cover the foundation area includin the abutments witt 2 g eabutments with extra strength flitter _ Pump ~ ~ ~ ~ ~ ~
- ~ All Temporary Diversions. , fabric before backfilling wflh r®ck. if a outaft trenoh is r~ cutafttreneh is required, excavate~at
- - - - - ~ Shall be 2' wide with 3:1 \ o WEIR CREST z o \ ~ n r 'n f m xt n 'n h w h h Porous Baffles per North ~ 1 ELEV. = 808.0 ~ce to Ir e o da , e e di g all t e ay up t e eart a side slopes and rass / ~ fabric rider he ockfill embankment from the u strean ~y up the earth abutments. Apply filter . N f
° -Carolina Erosion and g iv \ u t r p line with straw nett _ o 0 0 0 0 om the upstream edge of the dam to the ~ ~ ~p fill material a minimum of 1 foot at all g~g~,, I
Sediment Control M n (YP} ~ % / / / downstream edge of the apron. Overlap fill material a ~ _ _ - - a ual a ~ \ ~ ~ joints, with the upstream strip laid over the the downstr the the downstream strip, ° P, W
I` _ _ Detail 6.65 /i / / ~ / ~r - - ~ _ O C~ C~ O~CO O C~~C~ C~ 3. Construct the embankment with well railed rock ands °~J W railed rock and. gravel to the size and ~
o 0 o P o 0 0 ~ / / / / / dimensions shown on the drawings. It is important that _ TD TD ~ \ \ \ is important that rock abutments be at FI-°-W ~ F~°W ~ ~
I _ 22 - least 2 feet hi her than the s illwa crest and at least 1 - - 820 SF /i / / 9 P Y st and at least 1 foothigher than the N . . o ~ r
D - - - 1~._ ~ NATURAL GROUND/\/\ dam all the wa to the downstream toe to revent sco s, to prevent scour antl'erosion at the ~ ~ Z
abutments. 812 - _ _ . LEVEL APRON 4. Sediemnt-laden water from the construction site shoulc
~~0 FILTER FABRIC 806 - _ 1- SPILLWAY SECTI®N basin reservoir at the furthest area from the dam. Iction site should be diverted into the o Q n the dam. Sandbag Serm or ' ~ , ,
3 Wode Rip-Rap - - EnergyDissipater - ~ 5. Construct the rock dam before the basin area is dearer ~r~ in area is deared to minimize sediment Equivalent F ~ ~ N ~
- - Sediment Basin `~`~-~''~J`~~~' . ~2C _ _ _ yield from construction of the basin. Immediately stabil nmediately stabilize all areas disturbed PPnn
~ during the construction of the dam except the sediment 4 ~ _ _ _ - _ ept the sediment pool ~I ® v J X ~
~4, - -r---, 6. Safety- Sediment basins should be considered danger nsitlered dangerous because they attract 0 ~
- -"y~^ children. 5tee sideslo es should be avoided. Fence 804 - s P P ran tr rossina Y , avoided. Fences with warning signs may N.T;S. ~ ~ ~ ~
~ - ~ Droinage Area to sediment basin = 4.0 acres. be needed if trespassurg is likely. All state and local re Mate and local requirements must be Y ~ F
_ - 10-°---~ . _ _ followed. - - - ~ ~ , i _r--- Re uired Stora e 3600 c f er acre = 14400 c.f. Canstruction Specificakions W ~ 2°
- ~ ' ediment B .1:==-__ ~ Elevation 808.0 Maintenance i, - , \ / S asrn Rock _ ~ ,r./-~ I i --Silt Fence am - Cut Slope Roughening for Areas Not to be Mowed U~? 0..
~ , D and Spillway ' _ I ~ ~ ; ; i Check sediment basins after each rainfall. Remove sedimei . ; j~. ciencv remove sediment and restore original . Stair-step grade ar groove cut slopes with a gradient steeper than 3:1. ~ ri~,~ ? ~ ~
~ _ ~ ,,.~r . ,~na~ Trap Effi - - r volume when sediment accumulates to about one-half the d~ ~n• ~ ~ ut one-half the design volume. Sediment
- r should be laced above the basin and adequately stabilized Peak Inflow - Q 20,0 P uately stabilized. Use stair-step grading on any erodible material soft enough to be ripped with a bulldozer. Slopes consisting: of soft rock with some subsoil ~ Z
SEDIMENT BASIN WITH ROCK DAM-LAYOUT PLAN are particularly suited to stair-step grading. 0
+ Check the structure for erosion, piping, and rock displaceme SCALE; 1 -50 Required Surface Area (20.0 x 0,01 x 43,560 _ significant (112 inch or greater} rainstorm and repair imme~dia rock displacement weekly and after each ~ ' ~ I d repair immediately. Make the vertical cut distance less than the horizontal distance, and slightly slope the horizontal pasitlon of the "step" In toward the vei~ical ~ `r, ~
s.f./acre) - 8,712 s.f.
To of Berm = 810.0 Remove the structure and an unstable sediment immediate Surface Area C~ Elevation 810,0 = 9,275 s.f. Y wall ~ invent immediately after the construction o
S U rf CI C e A re q - O , ~ ~ 5 S . ~ , site has been permanently stabilized. Smooth the basin site nth the basin site to blend with the Da not make individual vertical cuts mare than 2 feet in soft materials or more than 3 feet in rocky materials. ~
surrounding area and stabilize. All water and sediment shot ~reS~ E~eVC1tI0r1 _ 808.0 Tap of berm ®810 is 1.8 feet above required area ~d sediment should be removed from the
' basin prior to dam removal. Sediment should be placed in tl and volume, Id be placed in designated disposal areas Grooving uses machinery to create a series of ridges and depressions that run across the slope (on the contour). ,
St0 rq e VO ~ U m e = 2 6, 725 C . f , and not allowed to flow into streams or drainage ways durinc f. 9 rage ways during sediment removal. Groove using any appropriate implement that can be safely operated on the slope, such as disks, tillers, spring harrows, or the teeth on a
front-end loader bucket.: Do not make such grooves less than 3 inches deep nor more than 15 inches apart; ~
r, t Fill. Slope Roughening for Areas Not to be Mowed

i n w Place fill slopes with a gradient steeper than 3:1 in lifts not to exceed 9 inches,: and make sure each lift is properly campacted. Ensure that ~
a; N.T.S. the face of the slope consists of loose, uncompacted fill 4 to 6 inches deep. Use grooving, as described above, to roughen the face of the ~ '
GRAVEL FACING slopes, if necessary. ~ ~
Do not blade or scrape the final slope face, x I
c 3 2 Guts, Fills and Graded Areas that Wifl be Mowed ~ O ~ ~
0 ROCK ABUTMENT
v ~ BASIN SIDE z ~ WEIR CREST 5 w Make mowed slopes no steeper than 3:1, ~ t.
o 0 4~V oU oU o 0 0~~ o E e , ~ ROCK ABUTMENT ELEVATION - 2 MIN. 10 0..
v ~ ~ 0 0 o N CLASS I P,ND ll RIP RAP ~ Sediment Saslns are -not to p t BELOW TOP OF BERM ~ ~O~ are nOt t0 be removed R®ughen these areas to shallow grooves by normal tilling; .disking, harrowing, or use of cultipacker-seeder. Make the final pass of any such ~ raj ~ I ~
o ~ ~ N ~ ` MIN.1.5' THICK V tillage implement on the contour. ~ o been given by a NC o
0 0 0 0 0 ~a until approval has been gl e o o 0 0 0 ~ o
WEIR ELEVATION.. o Oo ~ 0 3 .ROCK APRON U is - L PE CREST OF z ~ L PE DENR Land Quality Section 0 2 ~ 1 TOP OF BERM S O w Q ri) S O TOP OF BERM lity Section inspector.. Make grooves formed by such implements close together (less than 10 inches} and not less than 1 inch deep. ~ Excessive roughness is undesirable where mowing is planned.: Z
o ~ - I~ SPILLWAY t~ ~ - N 1 O 0~~ 4 C7 O O~C7 ELEV. - $30.0 0 ~ SJ' = WIDTH - 5 o 0 0 0 0 0 0 DOWN - F- DOWN
v .ELEV. - 828.0 w ~ ~ t~ O O O O C~ ~ d- o Roughening with Tracked Machinery Q
~ \ o / \ r
r, W z 0 Limit roughening with tracked machinery to sandy soils to avoid undue compaction of the soil surface. Tracking is generally not as effective ~
\ a ~ T R ~ o 0 0 0 0 0 0 0 o c ~ 1 MIN. NC D0 #5 O ~ _ _ o O • as the other roughening methods described.
<Y I<Y 1<Y I J #57 WASHED STONE CUT-OFF TRENCH DOWNSTREAM SIDE ~ Operate tracked machinery up and down the slope to leave horizontal depressionsin the soil: Do not back-blade during the final grading operation.
~ FILTER FABRIC C~ C7 C~t„~~..~~~UvUO C~ 0 0 0 0 0 0 0 0 0 0 0 Sediment Trap
M p Seeding -Immediately seed and mulch roughened areas to obtain optimum seed germination and growth. ~
U .SPILLWAY PLAN CanstructionS ecifcati®ns c P Z Z W. LIJ
- C SS-SECTION VIE Maintenance o ? ?
d s " 1. Clear the areas under the emaankment and stri of roots _ P ~d strip of roots and other ~ Z Z
i~ % \ TOP OF BERM ob~ectionable material. Dela cleanin the reservoir area ~ ;reservoir area until the dam is in Periodically check the seeded slopes for rills and washes: Fill these areas slightly above the original grade, then reseed and mulch as soon w ~ L
ar _ - ~ TD TD _ - J Y 9 ~ ,r TD ~ ELEV. -830,0 2' place. \ TD , as possible• ~ Q
- 2. Cover the foundation area includin -the abutments with ex 0 ~ TD ~ ~ i g ~utments with extra strength filter o 0
~'TD TD _ , ' - 2 fabric before backfilling with rock. If a cutoff trench is requ c To , \ o WEIR CREST Z o off trench is required, excavate at ~p the earth abutments. Apply filter
o ~ / 1 - \ ' center line of dam, extending all the way up the earth abut ~ / ij ELEV. - 828A g /A/, U ~ ~ ~ fabric under the rockfill embankment from the u stream ec the upstream edge of the dam to the o 0 00°0° ~ ~
\ P o _ o / downstream edge of the apron. Overlap fill material a min ill material a minimum of 1 foot at all ocoo°o~,,©° DOZER TRACKS
a _ . , ~ } / ~ Joints, with the upstream strip laid over the the downstream :the downstream strip. ~ °oooo°~°ooo,°o~°°° :PERPENDICULAR w o Q
Oo~O C O~Cp~Co C~~C~ Oo~C~ \ 3. Construct the embankment wifhwell-graded rock and gray w - ~ Sediment Basin #3 ed rock-and gravel to the size and o 0 0~,°, °oo o°°o o°o°°oo ~ ~o TO SLOPE Q ~ ~o
~ ~ ~ / dimensions shown on the drawings. It rs important that roe ~ / ~\\i \ \ mportant that rode abutments be at °°o°°°o°°o°o°°°o°°~ °°°o o°°v°°o°v°°° ° o 0
3' Wide Ri -Ra least 2 feet higher than the spillway crest and at least 1 fos U} ~ P P ; - ~ NATURAL GROUND ~ / end at least 1 foot hi her than the ~o°~ °a o °o o `'o°~ °o ~ ~ o'~o °o ° T g °O°° °p°:O°~00°°O°°°°°~°,fi°
Ener Dissi ater ~ `\\r \ \ dam, all the way to the downstream toe, to prevent scour U 9Y P ~ / . ~ prevent scour and erosion at the ao °0 0 0o G °o o °o0 0 0;, 0 °o 0 0 r N o~°o°°oGOOOO°° S o°°ooo°o z
Z , ~o m ~ / 1 ~ abutments. - ~ ~ LEVEL APRON ~ ~ FILTER FABRIC 4. Sediemnt-laden water from the construction site should be ~n site should be diverted into-the oG ° o° o 00 0 0° oo ° ~4 0° G o° ° o° °~,~oaooooo Fooo°°°°o
~ ; ; - ~ SPILLWAY SECTION $ / ~ , basin reservorr at the furthest area from the dam. iedam. ° o° o° o° o° ° o°
~ , ~ ' ~ = 5. Construct the rock dam before the basin area is cleared to m ! ~ ~~i °°D~°O~°O~o°°°p p°°°°°°°oO~j ~°,~Sil it i~~ tree IS deared t0 minlmlZe Sediment o ° ° o ° ~ ° ° o ° ° dj O ~ i > • ~ li G °O O O O ° \ ~~I} r
~ i``! ~ 1, ,Porous Baffles per North field from construction of the basin. Immetliatel stabilize _ Y Y I q pGG°°O°p°'°OD°G°OJ'°v~'o°Od° ~ti~ e'~ ;tliately stabilize all areas disturbed S o~°0 00 ~ oo?o °°°o o~o:UO ° °o °°oo ~~°e
p ; r Carolina Erosion and during the construction of the dam except the sediment po the sediment pool oo°o°o°°GO°°o°°o°o°°:°°oo aa~;. ,~~b~~,,~ °o ° °o °o°o ° °G °o°o O°°° o °G ° ~~r~~, ' ,
` m ~f ~ Sediment Control Manual 6. Safe -Sediment basins should be considered don erou: U tY 9 iered dangerous because they attract °o 0 00 0°0 ° °o o ° °o°°°° j~` ~ ` .GROOVE BY CUTTING o, ,.o 0 0° o°ooo° '
~ D , ~ etail 6.65 children. Steep side slopes should be avoided. Fences w sided. Fences with warning signs may FURROWS ALONG THE ooo oo°GO°°oo°oo°o°o g~~a9~~
~ ~ ~ ; - ' ~ ~ be needed if tres aasin is like) .All state and local re uii , - Drains a Area to sediment basin = 2.7 acres. ;and local requirements must be ROUGHEN SLOPE. o° °o ~°o°ooo°o o°o k ; ~ CONTOUR. IRREGULARITIES DO NOT °°o°°,,°o°°oo°°a ° ,~,1~' ~~f~ .a
Z ~ 1 - ",;r g followed. + i IN THE SOIL SURFACE ~ .BACK-BLADE ~ ©°o°o°o°ooo° ~ °~'J~~ ~
~ ~ ~ _ f - Silt Fence ~ Required Storage (3600 c/f per acre) - 9,270 c.f. Maintenance CATCH RAINWATER AND ~ 'DURING FINAL ~o°a~ ~~~~'~~p~lil~~!~~`~~ RETAIN LIME, FERTILIZER, GRADING.
> - ~ ~ ~ ~ ~ ~ Elevation 828.0 AND. SEED... •
~ TD ' ~ ~ D ` ~D j ~ ~ ~ Check sediment basins after each rainfall Remove sediment a Hove sediment and restore original _
o ~ Sediment Basin Rock ~ ~ ~ Tra Efficient volume when sediment accumulates to about one-half the desir ' - ,Dam and Spillway ~ne-half the design volume. Sediment
~ ~ , ~ % ~ , ~ should be laced above the basin and ode uatel stabilized. ` elystabilized. - Gl'Q~Vli7~' .SlOf02S oRawNBY GDB
~ Y T Pl' AN Check the structure for erosion i in ,and rock dis lacement ~ SEDIMENT BASIN WITH .ROCK DAM LA OU ,PP g P 0 k displacement weekly and after each ~ lT OUghel7ll7g W/~~ ~(/"Q'C~eC~ l~'l aC~l~l el' CH~i?KED WH~~ Y :pair immediately.
~ SCALE 1 "=50' Required Surface Area (14.0 x 0.01 x 43,560 significant (112 inch or greater} rainstorm and repair immediately a~~r~ovE~ EJB
~ s.f./acre) = 6,098 s.f. nt immediately after the construction t1 °
TO of Berm = 830.0 Remove the structure and any unstable sediment immediately p ~ 5urface Area ~ Elevation 830.0 = 6,300 s.f. site has been permanently stabilized. Smooth the basin site to the basin site to blend with the ~ S u C~ e 1 I I 1 g SOB N0. 209001; N.T.S.
Ci irfrrro oron - F inn e f .
I-j U u surrounaing area ana staomze. AI! water ana semment snouia i eaiment snouia oe removea nom the N.T.S. 09-04-49
= To of berm 830 is 1.8 feet above required area basin prior to dam removal. Sediment should be placed in desij Crest Elevation 828.0 p ~e placed in designated disposal areas
L- and volume, and not allowed to flow into streams or drainage ways during se m = Storage Volume 16,500 c.f. ways during sediment removal. SCALE DATE
x APPROVED BY PURCHASER / TENANT DATE
APPROVED BY DEVELOPER / SELLER DATE
3 Sediment Basin i Rock a C,305
N.T.S. SHEET N0.

r.~.... / _ / 860 i ~ `
d~ 840 f r _ s5o ~ _ _ _ _ / : ~ ~
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it ; - _.._ti_...__.,... __.i_. \ I 9 ~ ~ d - B°3190 ~ ~0 81`44 __~,_1 3826 i \ \ ` Gam.: asaimwn..._.n~tuvvx.....awmt uc.,a.1'u ~fw~*zW~...i*~ .tlar.. mpAare~:xaVSn. '~.Wa~waaae_ vwga" \ - m~ a~ ~ , P a ,
\ ~ 825 - ,[pry 83zs ~ ~ ~ ~ _ ~ ,S.Br \ 9736 10 'a0S1'.. \ ! 942+ ,,StlnOG~ _ w_ _ _ ~l p,q a J o, o ~ !
.m.. ~2B 48AB 4B'A ~ ~.au~. _ ~ ,..i 77.7 ~~77,, _ 82 ~ 'tpJ 4477 3AB 98.E .StlnSYx~ia Y1 4h P_ 4D`~'iJ ^ ~ ~U"t~ a P M1~1 ~ \ 1 / ~ 1 ~ I i C7`1'U ~ ` fIJ ~ pan ova es ~rea ~ ~ ~ ~ ~ ~ ~ ~ - ® I 1
B ,gryy~ ~ $ 9573 830 ~I ' . O 8°a37,Y 5,47' u' ,3-- - - ~ ~ 846'; ~.q ~ ~ ~ ~ ~ ~
I ~ - . ; 1 ~Utldi6 P~rklnc~ , ai Tec~Kiizo ' ~ "nc~aa ~ / ~ / Tc4R„TT
. rPgi.46 _ - I
~ ~1,.~,_ ~ K _ _ . ~ _ ~ , ~ _ ~ ~ hJ -
_ri~ - _ sz 7s _ - _ - r,n . - -F~i~#ure Parking , ~Fut"u~'~ {~arnp. A~ ~ ~ : ' ~ a;
_ ~ ~ p~ature Pack r2 ~ ~ z~ I n - _ ~ - - ~
ua 8" PVC . _ . ~ ~ 834 386.43 LF ~ ~ - @ 2.60% _ l 8" PVC -~---New MHAS-~ ~ y, ~ r''~ " i ` ~ ~ r, i
o ~ _ - ~ NewMHA4 ~ _ _ S ~ - _ STA 12+•14.32 t ~ ~ ~ ~ ~ ~ " ~ ~ ~
830 + w ~.sr° _ TA8 27.89 ~ _ _ - Op ; _ ~ . - _ , -~---RIM 835.1$ ~ RIM~~842.93 ~ ---oH-,--_ )1~ ~C,H-~~/" r / i ~ FI _
Q _ _ e - , _ - a INV IN 824.9 - INV OUT 835.00 _ ~ ~ -'-~oia-~,~----- ~2~~~ ~ 1
\ r, k _ ~ ~ ~ _ J • . INV OUT 824.85 r_ ~ - 0 1 ~ ~s~tuco D ck ~ ~ ~ ~ _
~ I ~ _ ~ - X820 lW~. ' ` \ 29°44'27" R 838 _ _ L ~ \ - - r General NAtes ~ ~ ~
~ _ - r ti ' 822 ~ 1. The contractor is specifically cautioned #hat the loco#ion and/or elevation of existing utilities ~ " ~ ~
~ ~ f- - ~ , • , . as shown on these plans isbasetl`on records and where possible measurements taken in ~ ' ..r '
• - ~ , - ` ~ V ~ the field. This information is not to be relied upon. as being,exact or'complete.: The
~ _ - ~ - ` ~ ' ~ contractor must. call North Carolina One Call antl'an utili that does not subscribeto,One ~ .U
f, . ~ ~ Call at least 72 hours before any excavation, to request exact field location of the utilities:. Q ~ It shall be the responsibilityof the contractor to relocate all existing utilites which conflict
~ ~ - 3 ~ • , _ - - • _ - ' with the proposed improvementsshown on the plans. ~
g _ _ - ~ ~ ~ ~ _ _ _ - . ~ _ 1::
_ 2.Owner. The Hollingsworth Companies rn
~ , , STA 2+16.63. , ' ~ _ _ _ -81 c,~.. ~ RIM 794.46 ~ ~ - _ ~ \ ~ ~ - r'' Two Centre Plaza ~
_ , r~ _ ~ ~ : . o INV1N 784.63 ~ ~ ~ ` ~ ~ Clinton, Tennessee 37716
- ~ 0_ _ N INV OUT 782.73 - 0 ~ - Ph. $65-457-3601
I ` 87°05'52'° R _ - - 8 PV ~ New MHA3 ~ ~ ~ ~ a ~ - 806 _ 0.52°/a STA 5+18.49 ~ , ~ • ~ Le end.. ° 1j 3. Topographic Survey by: Land Deveiopmen# solutions '
Cn ~ - _ - - \ - 6LF _ _ RIM 793.15 °~8 ~,i~ 310 Simmons Road; Suite K
o _ 01..8 4 INV IN 784.50 _ BENCHMARK
~ ,3 _ , - - . - _ _ ~ - INV OUT 7$4.40 ~ „ , . ~ ~ - - - ~ PROPERTY LINE Knoxville; TN 3722 ..,a Ph.865-671-2281 ~ ~ ~ ,
_ / _ ~ X - N i - .o. ~ 24°4727" L - . _ x EXISTING FENCE ~ ~ o
v i ~ - ~ ~ - - 777~7- J o -._.,.1'' ~ ~b.._ _ / EXISTING BUILDING EDGE 4, Property is located in`City of Mocksville and is Zoned GI. W ~ I
ti 0 ~ m - _ . , _ NEW BUILDING EDGE o U J C' 5. Utilities: .Water: Mocksville Public Works
~ EXISTING.TREE LINE. z ~ Contact: Mike West
o EXISTING TREE ~ ~ ~ a a~'i Phone: [phone] N N
~ , d' Note: _ a~a NEW RETAINING WALL-DESIGNBY OTHERS
U > 30.1E Creek 1. Contractor shall install silt fence along all - 1390 _ 1.390 ' ~ EXISTING CONTOURS Sanitary: Mocksville Public Works N ~
~ Crossing i ' ~ new sewer line work. - - - - ~ y - y''~---- _ - - - , - - - - - -1390 - -1390 1386 NEW CONTOURS Contact: Mike West.
New MHA1 2. Sewer line work shall be done in the dry. -OZ'8- STA 1+12.22. 3. If the stream has an flow at the hme of i,! ~ Phone: [phone] U, ~ NEW CURB LINE
m 1 Y RIM 789.90 work the contractor shall implement a % - EXISTING CREEK OR DITCH Electric:. Energy United a a
r ~ fi ~ ~ ` INV IN 778.86 tabilized b -ass channel or um around. k i ro . y_....t;* s Y p p p 9 ® .EXISTING CATCH BASIN Con#act: Richard Broadway 'o N N
N ~ \ \ ~ \ INV OUT 778.76 r - ~ A, ~ 0 7 n ~ - JC Phone: [phone] ° o EXISTING HEADWALL
~=42 2952 L ~ ~ - EXISTING STORM LINE Gas: Piedmont Natural Gas Z ~ N
~ ti 0 r-- ~ h ti' Q ~ c EXISTING WATER LINE
Z \ a ~ r; C~ EXISTING WATER VALVE Contact: Brad Dyer
~ ~ ~ A O Phone:; 704-797-2215.. O EXISTING WATER METER 6. Setbacks: R ~ • , r r•
_ ~ ~ Ex M ~
yYo ~ + ~ ` ~ STA 0.00 5S - EXISTING FIRE HYDRANT Front: 40 Feet ~ ~a~r~'"
_ ~ RIM 792.84 INV 0 5S EXISTING SANITARY MAIN Rear. 50 Feet ~~`'p~ t..3 ~fn "J'~;~
8 20 ,r f ~ a©~~ IN 77. EXISTING SANITARY MANHOLE Sitle: 20 Feet ~ ~~9 ~ ~ ~ yT `Y
U INV OUT 777A4 ~ c yak, .-.~v \ 1 ~ ~ -UE- G EXISTING GAS MAIN. ~ r ~ ~ sr"~;~"G'~~?t7~ C~~~
O N ---UE- EXISTING UNDERGROUND ELECTRIC LINE s~
~ ~ ~I r UT~ Z ` ~ Ex FN /j2 9 6 - - ~ - - C I c'1 ~ ur EXISTING UNDERGROUND TELEPHONE LINE ~
5 ~ ate: '0/i3/Ot3 - ~2" I ~N ~ 1 Pest G ~ _ General Ufil~ otes ,~F~I rb};?.~''~ --oH EXISTING OVERHEAD LINE ~~ll i ltt 1.
- ~ Srofic; 10~ ps1 ~ ~ EXISTING POWER POLE
> ~ ~ ~ 1 Resr'dual; 48 psi ~ K F~ow: 1500 qpm ~ {r EXISTING LIGHT POLE 1. All water and sanitary construction shall comply with Mocksv~le Public Works Standard
~ o ~ ~ ~ I NEW CATCH BASIN: Specifications.
~ NEW HEADWALL- ,Drawn By CDB
,Fi • ~ ~ N~I+U LINE 2a ~s-bunt drewihlls t;l1a~ ~tt~uoelhdrl~bt?4i11 Brio a`n~ oxlmate ment Solutions Water line ' , ~ ~ . PpY Vertical l6de~lbfi ~r /tines, checked WNW
_
~ 1 ~ \ NEW WATER LINE valves, fire hydrants; meters, and any other pertinent information. Sanitary as-built drawings shall include manhole tops and inverts,: all deviations from :design plans, and Approved EJB
N G ~ GRAPHIC SCALE i - ~ wv ~~\V .NEW WATER VALVE any other pertinent information.
_ ~ 4 50 25 0 54 100 1 e ~ ~ ~ 6os Lrne ~ O NEW WATER METER ,:.,lob No. 209Q01
0 ~ ,y' _ \ ~ Y y NEW FIRE HYDRANT 3. New fire hydrants shall provide a minimum of 1000 gpm at 20 psi aril shall be installed in •
accordance with all applicable Mocksville Pu61ic Works-and nationally reeoanizetl . ~ .
lie PJ . NEW POST INDICATOR VALVE standards. i =au UZI 4-uy
0 " 12 N Ex Scale Date
m ~ 'rioter Line -¦li NEW SANITARY MAIN 4. All utilities shall be installed with adequate cover so that future driveway cuts, do not
Q NEW SANITARY MANHOLE disturb lines.
G NEW GAS MAIN
GV GV 5. All underground fire lines must be designed and installed by a licensed sprinkler C ~~~fff 01 NEW GAS VALVE contractor, Sheet No.
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' General dotes
~ - i 1. The contractor is specifically cautioned that the location and/or elevation of existing utilities
as shown on these plans is based on records and where possible measurements taken in ~ ~
rl ~ 4 the field, This information is not to be relied upon as being exact or complete. The R~ ~
New Fire Hydrant contractor must call North Carolina One Call and any utility that does not subscribe to One. Q Call at least 72 hours before any excavation, to request exact field location of the utilities. ~
It shall be the responsibility of the contractor to relocate altexisting utilities which conflict ~ ~ ~
_ _ _ with the proposed improvements shown on the plans. " e- 0 V r ~ CS
r 2.Owner: The HollingsworthCampanies ~ ~ ~ V
L-- f•_ - __.a_ _ _ Two Centre Plaxa ~ ~ °N s
..........~,~..~.~.Q.~,.~..~a.._,~...~.. o ~ ~ e Clinton, Tennessee 37716. ~ ~ ~ ' l
ati Ph. 865.457.3601 ~ ~ ~ E
'
b 'e a 3, Topographic Survey by; Land Development Solutions ~ °a° ~
~ ` i 310 Simmons Road, Suite K ~ ~ Knoxville, TN 3`1922 ~ ~ N
l~y~ a }f,' p Ph, 865-671.2281 _ ~ ® ~ 9~ ~
h~ ep ,,p, D P
t 4 r~ o o • $ 4. Property is located in City of Mocksville and is Zoned GL ~ ~ ~ ~ ~ ~
i. a h I ~ 5, Utilities: Water: Mocksvflle Public Works ~ i
a~ A~ ' I t Contact: Mike West ~ @ Phone: [phone] ; ' ~ ~ ,
E ~
E Sanitary: Mocksvflle Public Works t1 i ~i i
i f Contact: Mike West ~ ~a
Phone:[phone] {y
~ Ca 6 Line ~ h ; Electric: Energy United ~
g i ~`''I ~ Q i ~ ~ i Contact: Richard Broadway ~ ~ ~ W k a
n n u ~ ~ ~ E i °y~ ~~I ~`1 6x6 x6 Tee ~ ~ ~ W. Phone: [phone] ~ W i~
~ ~ ~ (I'_ ~ ~ ~ ~ ~;y
r I ~ a Gas: Piedmont Natural Gas ~ W •
~ $ o ~ ~ ~ ~ Contact: Brad D er ~ ~ ~ ~ Z i~~'~ Y ® ~
R ~ ~ I ~ , ~ ~ Phone: [phone] ~ ~ ~ ~
~s 10"x6" Reducer I 6. Setbacks: t , ~ I- ' + Front:. 40 Feet
New 10 Fae ~p - W r Rear: 50 Feet i ; °®9 J ~ ~ ;
10"x10"x10" Tee Line to Fire Riser ~ , Side: 20 Feet J N
f F ' ~ ~ ~ N
" di r { ~ ,
n ~ i~ j 5 STORZ - FDC 4 ~ ~
il. " In
P.LV ~ New Fire Hydrant I I ~r1 0 ,F ~ W ater ain otes
~ " F 1 _ rv' M r z I;~,;
2 Domestic Service ~ Meter z~ - 2 Domestic Se ice & ete p,LV. 1. Water main shall be 1'50 psi C900 with 30"minimum of ground cover and 3 feet from I ~ 0. edge of pavement. is { l.'i N '
=:a ~ i ~
r ' New 10" Fire 2. Center one 20 section of ductile iron i e at ail culvert i e crossin s. Maintain 18 ~ . ~ ~
~ ~ ' Line to Fire Riser ~ I ~ I 5 STORZ - FDC1 :Riser i p p p p g ~ ~ tl) ~ vertical clearance between water and existing pipes: i~ ~
~ ~ ~ o
fir" ~ ~ e ~ ° I ~.m~ 3. Shoring for pipelines shall follow guidelines frcm "OSHA SubparC P Excavations and , ~ 6 ~ ° ~ d. Trenches." Field determine soil classification type for shoring.. 1 ,
M- ~9 45 Bend ~ .n~....~._~. ~.,~.m~.~-.. 0 u t. New Gas P ~ i
. v n k; New 6 C900 Water u. 4, Contractor shall not exceed 80% of manufacturer's recommendation far deflection in pipe p
G G ~ 'New 10" Fire to iii M i r !y e~ W ° section and at the joints. M ~ I;
k ~ 'C r0~ a~Z c , . ~E ~ S1 °
New Frre Hydrant 90 40 ' ° ~ ^ ' 5. All fittings shall be ductile iron class 51 with mechanical joints and an appropriate ~ ~ '
i ~ 10"x10"x6" Tee Q a f'" _ _ _ _ ~ _ ~G I .~G ~ 10"x16"x6°' Tee k New Fire Hydrant s Hydrant transition gasket to PVC/SDR. Cover with 4 mil plastic. J~ j
f 12"x10"x10" Tee _ 6, Water main to hydrants shall have 30'° ground cover by providing either two 45 degree ~ ! ~ '
a ~ ~ 45 Bend ~ { r TM bends nodded together, 4 feet of ground cover at the main line fitting ar use offset pipe
/ ~ ' _ __...v.___ v ~ ~ __.,._--riQ-.._.._. equal to grad-lock.
rye,-___.__ , E ~ . _ _ _ ,a _ +n - a
, p4 _'t Qf i - n 7. At all hydrant valves either rod valve to main line fltting erprovide aMeg-Lug on valve. at
~ ri end of whole 20' section of pipe. See note 10
/ "r as t~ ~ 45° Bend { ~ - ~ ' 8, Provide thrust blocks at all bends, tees and caps unless noted atherwise. See details for ~ ; '
p, C'~ r" ° New Gas shape and dimensions. Cover all fittings with plastic before placing concrete.
N r,f r
~ .1 Ca 6" Line p to ~ ' - 9. Concrete for thrust block restraint and sub-surface support shall be Class B, 4000 psi, 5%
~ " s line, Final 6"x6"x6" Tee h • Assumed location of new ga air entrained, 0.45 waterlcemenfi ratio and placed ai a slump no greater than 3". ;
~~r~"~~ location to be determined b local as company
~ New Fire ~ 1 • 10, In lieu of concrete thrust blocking the contractor may use #981 restraining system as p manufactured by Smith-Blair for PVG pipe. System must be used in accordance with Q
D ~ _ ~ Hydrant ~ manufactures recommendations. Contractor must submit sketches to engineer ~ G,~
® indicating typical restraint placement at mechanical joints and push on fittings. ~ ~ ~
'y n n , ® K
© ° ° 10x6 Reducer Contractor to use 22.5 and 45 ~ 11. Contractor shall verify location of all utilities. ~ rn
~ ` ~ n needed around Cul-de-sac " U be ds as 10 x10 x10 Tee ' ® "NC Call One" for Sprint Telephone, Duke Power Electric Corp, & •E ~ j
~ ~ - ~ ,r Genesis Cable: 1j800)632-4949 1 ~ Crescent Electrical Carp: [phone] i p
M P~ N ~ _ " Yadkin Valley Telephone: [phone],(910}898-9046
Piedmont Natural Gas: (704}634-4954 j
~ ~ 9 ~ Genesis Cable: [phone]. ~ i
t7`f;
N ~ ro ~i U
N R P, .a r,,,,,e o • J
U Le n v a GRAPHfC SCALE
lI o ~ 1 so 2s o so roo BENCHMARK ~ i+ i L
m 3 ( ll ~ ..Ty,,,~; - . PROPERTY LINE o: i~
~ New Gas r ro
l~ 1, ~ _ x EXISTING FENCE ~ ~
U f~ / EXISTING BUILDING EDGE
C ~ NEW BUILDING EDGE
L EXISTING TREE ~ U
~ ~ 1~ _ r ~ - ~ _ 1~39G' ~ EXISTING CONTOURS N
~ 1
~ ~ ~ 11 - 1390 1386 - NEW CONTOURS o 0 T
~ ~ If cn ~ t NEW CURB LINE
~ ~ U -~--G~ EXISTING CREEK OR DITCH Z T'
z ~ ~ ~ Cli'11 EXISTING CATCH BASIN
~ ~ a II,. 3 ~ ~,t; ~ EXISTING HEADWALL
= = = EXISTING STORM LWE ~ ? +i fhu 1
~ ~i 1~rt~ s _.___T_ W EXISTING WATER LINE `
~ It EXISTING WATER VALVE ~
I I m U 45° Bends or deflect each 'int. Coordinate with Mocksville ' ~ ~ EXISTING FIRE HYDRANT 1 ~ r;',~ , ~ ~ .
10 °c Public Works & NCD(}T based on actual field location. 7 ~ --------ss- - EXISTING SANITARY MAIN .a• f
o `t~ 0 EXISTING SANITARY MANHOLE ~ i~
Genera Ut~~~t Notes _____G EXISTING GAS MAIN
' ~ Connect to existing water main. r C cx ' N ~`2 z ~ Coordinate with local utilit . ~ - ~ EXISTING UNDERGROUND ELECTRIC LINE ~ •
j Test Date' 9~~1~~ OS Y ~ ~ atlr. 10~ pst _ = 1. All water and 1. All water and sanitary construction shall comply with Mocksville Public Works - EXISTING OVERHEAD LINE •
~ st ~ Resr"a'uat• 48 psi ; • requirements requirements. a EXISTING POWER POLE
p -low; V500 9P~ a ~
~ I ~ 2. Contractor sh ~i 2. Contractor shall ~rQyde as-built drawln~s t9 Land l)evelopmertt solutions, Wader line ~ ~ NEW GATGH BASIN Drawn By CDB
as-built drawl . NEWH~dWALL. ~ as-built drawings shall include horizontal and approximate vertical location for lines, _ Checked 1NH6
o ~ valves, fire hi valves, fire hydrants, meters, and any other pertinent information. Sanitary as-bust - - NEW STORM LINE
~ ~ drawings sha Connect to existing 4" Gas. any other per drawings shall include manhole taps and inverts, all deviations from design plans, and W® NEW WATER LINE p,ppraved EJB
~ Coordinate with local utility. .o ty { ~ any other pertinent information. ~ NEW WATER VALVE
_ L ha ~ ~ 3. New fire hydr 3. New fire hydrants shall provide a minimum of 1000 gpm at 20 psi and shall be installed in ~ NEW WATER METER Job No. 209001.
4 ~ accordance v accordance with all applicable Mocksville Public Works and nationally recognised NEW FIRE HYDRANT
_ n _ _ 1"_fit1' (lQ.fld_f1Q
UK' s an ar . stanaaras. P.I.V. NEW POST INDICATOR VALVE ~v
L ca 12' MAIN Scale Date
4. All utilities sh; i line X G 4. All utilities shall be installed with adequate cover so that future driveway cuts, do not NEW SANITARY
disturb lines. i disturb lines. NEW SANITARY MANHOLE
5. All undergrou G NEW GAS MAIN C451 5. All underground fire lines must be designed and installed by a licensed sprinkler GV
contractor. contractor. NEW GAS VALVE
AN 4 , , nil ? f 1.'i'f+'~ i i ?I.;a, i~E~di4f" K'f;''~i2f~=^ ...<;t _ k~ o, 1... 'n1 Y c i': q:• U_.'r5 ~,F~.y e ^izet.s 1r^'s, Sheet No.

_ ,
6,.
d s,~
» 1 3/$" WASHER ~ ~
4 CRUSHER RUN STONE ~ „ s, W/ 1 /2" STD. NUT t'~ L'
FF 5 CONC. WALK FR . T W/ 6X6 REINF, W W F WELDED TO PIN Q ~
0 , S 1 2'° EXPANSION JOINT 6 2„ 1 1/2" MILD STEEL O ~ ~ ,c 8~~
o~ tiT , G~ C ( 20 O,C. MAXIMUM) TACTILE WARNINGS AS SHOWN A~ PIN V r ~ o
E~ ~Q1 3" O.C. -SEE TYP. CONTROL EXP. JT. FILLER _ ® N t~
^5 ~'6 JOINT DETAIL,
w n D D . , C~ ~ aD, CONC, WHEEL ® 'p ~ a ,
SMOOTH 6 d 3" = STOP AS MANUF. ~
TROWEL ~ ° FINISH - I r- P ~-I I - R- I- I BY SOUTHERN ~ Z ~.`1
u ~ `a CAST STONE to ~ +d ~
_ - - - - .I 0 - - - _ w~,.,~' ~ r "I ~ (8'®0" LONG). I`~ to
I-III-III-III-III-III-III-I 1I- ,I
~ ~
CONCRETE RAMP y,,~`.,~ 3 4'" HOLE 18~0,~ ~
i BROOM. FINISH AT ALL SURFACES NOTEe PROVIDE EXPANSION ~ ~;`\~,w~""~,~'`~~`' ~ F~4M EA, END '
- 4. BETWEEN TROWELED AREAS ~ JOINTS ®20' O,C, MAX. ~ \ ~
~ ~1 j - ~ ti \ ~ ,
qs ® e
~ Ay R ~ I ~ ~ ql T ~
N.T.S.
~ ~ ~ TOOL MIN. 1 2 ~ ~'I J ALL JOINTS TYP.) N.T.S, p i ~ 7 i N
i,. R C ~ Q ~o ~ ~
RF
T F ~CRFT 4" CRUSHER RUN W .
CARRY 1 2" TOOLED JOINT ;I ~ 4 CRUSHER RUN STONE ~ TOP OF ASPHALT SHALL STONE BASE ~
THROUG FACE OF CURB (TYP) qs 5 CONC. WALK q BE FLUSH WITH CONCRETE 5 CONC. WALK i ~ SA ! W tiq~T 6x6 W1.4xW1.4 WWF ~ ~
D; W 6x6 REINF. W,W.F / S Z
1 0 , r { D SMOOTH TROWEL FINISH 4 4 ~ ~
6'° CONCRETE CURB 1/2 -TOOLED JOINT. - „
1/2 ' ~ ~ aQ ~ ~~rl ~ ~ ~
~ P R S ` c o a J QQ
, ' c > r,
r ~ v d oa 11 d ° d © x"I~ a a ~a a 4 04 0 ~
d d d ? - I T I -I I-I I - ~-I ~ I- i - F a o d Q' 4 a s Y,
- - - ~ 4 ~ 4 ~ d ~ `.i~ e ~ _ - _ - _ - _ Y ~~I
~I, _ _ - -
-I -I 1-III-) I (-III-III- -
R i R ~
I ~
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ce ~
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r r ICS S, N.T.S. N.T.S. N.T. N.T.S. E ~ Uy
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a F'- a w ~
z J
I I ONTROL JOINT ~ C x W
SEE DETAIL U w ~ q
~ MATCH TOP m ~ ASPHALT FINISH ,
» OF EXIST BUILDING DOWNSPOUT 5 CONC. WALK PAVING
CURB " BINDER LAYER 0 VC P 1'
6x6 W1,4xW1.4 WWF 6~ x 8 SCHED. 4 P IPE WITH CAP CUT OUT FOR
6 CRUSHER RUN DOWNSPOUT. PAINT TO MATCH
STONE BASE 1 1/2 ~ DOWNSPOUT w I
COMPACTED EARTH BACKFILL X I~. R Z ,j RES~{~vED
R q R AT NON PAVED AREAS AND ~ _ INSTALL BRACKET SPACER AS PAF~KING ~
° 4 co COMPACTED ;~57 STONE R ~ . v a REQUIRED. PROVIDED BY METAL BACKFILL AT PAVED AREAS ~ » ~ ~
I 4 a BUILDING SUPPLIER a ~ ° d Iy 'I R ° MI ° ~ i', - . I
N) R ° 4 ° x 6( d. ! I d ~ a 4 ABOVE GRADE. MTL. ;
~ d ° - ~ DOWNSPOUT PER a - - - - - BLOCK WALL ~ H'CAP PARKING SIGN ~ ~ s® ~
- - - - - a = - _ - aA - - - LEVATION -I III-I a - / AcCVsNis~E (R7-8a) -.FILE ALL N
~ - - - - Q a a - - - ~ - - - (-III-III- ( ( d c - - - -III- I-III-III-I I a . _ a a ~ III-III-- ~ ~ EDGES SMOOTH ~ 7 i W
- - I-) - I - ~ ° - - - - - - - ~ ii _ 9 a d -III- - 1-I I o I - (-III- ~ 'D -I -III (I a ° ° .,n _ ^ MA~I(~UM ~
~ _ _ _ _ _ _ _ I-III-I II_III-III-II coNTINUOUS FoorlNC 1 FERNCO COUPLING ~ a III-I1- ' M P E ~ AFL T Y .PENALTY SIGN SHALL Z " u
O 1,4 - - - - - - - - _ - ~ ~ Q - - = - - -_-III-1 I-) I -I ] - - - a - - • $ o o BE TYPE R7-8D AS ~
V.. _ -I -III- -1 I - -III-I I I-I I(-I I I III ( (I-I I I I - ( -III-I ( III-I (I-III°I ~ ~ III-III-1- 1/2° DIA. MASONRY ~ ~ CEO'D BY AL H'CAP ~
~ ===1==-== --===1 - III - -III- I - O a - - - - -III-III-III- d, I I-III®I I I-III-III III III III III III III .III III - - _ _ _ PVC SCHED - 40 ANCHORS 0
III-II N » _ _ - - - _ - _ _ = 1- LONG SWEEP 2" X 2" STL. TUBE .POST
AR -I I - - - _ I . 3 6 1 5 REB - -III-III- ((-III I( ( - - - - 90 ELBOW EMBEDDED IN CONC, 18" .MIN
III =11=III=1=_-==-=_il - -III-III III
=11 =III=III=III=III=III= - - _ - _ - III-1 - - =1-~-I-- 8 ~ CPP CONNECT INTO MAIN a I I - _ _ - =1 I = _ _ = I I- PIPE AS REQ'D TO MAINTAIN MIN, - - - I-III-III-III. III III III 4" CONC. WALK
(I=III- HI-Q DRAIN PIPE OR APPROVED SLOPE OF .5% ~ cv ~ ( L L6x3.5 STEEL ANGLE ~ W/ 6X6 REINF. W.W.F.
~ EQUIVALENT) SEE GPI FOR SIZE P a.., , PER SIDE WELD TO ~ z
~ SLOPE MIN, OF 0,5%, C n e ra r I W8x 10 STEEL 0 CHANNEL r o ^^rtrt > M d
N.T.S. BEAM 3'-0" LONG
~ 1'-0" ABOVE GRADE 3 1i C f~ ~{~4 j~ r ^ ~ } 1,14 \'if^ L ~ )
oo rain N.T.S. 0
0 ~ w
U a NOTE, PROVIDE AT ALL DOCK/OVERHEAD DC c ~ w PAINT YELLOW (SEE SCHEDULE) )VERHEAD DOOR LOCATIONS iv 4" CRUSHED STONE
~ ~ z
~ p J BLDG. 14" 1/2" EXPANSION JOINT
.f6 Y W ~ ~ ~ VERIFY SIZE AND PROFILE OF DOWNSPOUT W ° W EXP. JOINT FILLER OWNSPOUT WITH METAL BUILDING ~ ~ ~
0 m A ION T ENSURI SUPPLIER PRIOR TO INST LLAT 0 ~ 6 6 BACKFILL „ N TO ENSURE ADEQUATE CLEARANCE- ~
BUILDING DOWNSPOUT 6 ~s
MACHINE FORMED o „ 0 z
U CONCRETE CURB x 6 CURB z ASPHALT BINDER
COURSE ~ ° " ° ~ " ~ - - - < ~ ~ ; " ~a ~ 10 HDPE
-III=I ~ ~ - - D ASPHALT FINISH - ~ I, a~ SPlll TO GRADE ~ - - ~ R 10"
I - - a COURSE ~ _ ° m ~ o do 0 E ~ ; ,
- I-) - I I J - " - - - o SUB BA E 10 HDPE - - - - ~ ~ ~ _
a - - P 1.35 - - I@VatIOl1 L = = a a ~ sLO E of n II==I==111= ~`t i r g i ~ ~ - i y„
= 1=III=11 = - _ ~ III-III=III-III=11 s 1= COMPACTED EARTH BACKFILL = ~ _ - - !"C~ ~1 F '.w t y ~ i l~ ' ~ ~ ~i ~ z
- I I-III-I =III= - d ° AT NON PAVED AREAS AND - - - ~ ~
0 -1 ° Q III-III-III-III-11 Z - _ ° a COMPACTED #57 STONE - - - _ ~ ~~a J~ Ir ~ ~ 4 ~
_ ~ d ° BACKFILL AT PAVED AREAS I I= =111= = I _ ~ ° ° - - - 10 HDPE
III-III-III-III-I - - - - - - - - - - - - BLDG. _ - - - - _ ~ I = = = _ - - - 1p`~
- - - III _ _ _ > _ I -III-I - I I-
~ - _ _ I = =111= = I= ~ I I =111-III III _ - - - - - - I I (-III-) -III- )
o ' = -1 I= I 1=I I ~=11 I= = = hi I I - - _ _ - _ _ - _I I I_I I I- I I-I I I I I-III-III-III-III- „ ~ ~ , .DRAWN BY CDB
CONTINUOUS -
- FOOTING = - - - - - - - - s ~ q . CHECKED WHBB
- -III ~ ~ 11- ~ ~ d d - e C 4 - _ C 4
-I I d . - = I- I I_ CONCRETE W a s a a a APPROVED EJB
~ III-) I I=1 a I I=I ((=1 I I= I - a , a icap Sign
o - - - a - - - - SPILL TO GRADE N.T.S. N.T.S. JOB Nb. ZO9OO1
N T.S 09-04-09
=III m Section IIIT_I~I~~III~H~IIIIIIII-III-_IIIIIIIIIIIIIIIIIII~'~111- SCALE DATE
ii-i II ~ Plan
APPROVED BY PURCHASER / TENANT DATE
APPROVED BY DEVELOPER / SELLER DATE C 5
$ Machined Formed Concrete Curb 9b, Roof Drain N.T.S. N.T.S. SHEET N0.

_ -
w»,.,.v:.n,tt,v.ra+r.:~.c..~v.$.w...:4c~,1~...x~r.wa.a,.w..:i.av.i..loci~rwv,..~u...~.ti1i;.a_~,b~s1+:.a3tu.~ ,.::~~!n.~~~''-~6 l.wb~ r
;,,L.
k k k k k k k k k k k k k k k k k k k k k k k k k ka Y k k k k k k k k L Varies see Schedule k k k k k k k k k k k k
k "
0 0 0 0 0 o kkk k
A k k k k
0 0 0 ~ q o 0 0 4 a k k k k
oD o 0 0 0 o k<
> o 0 o a a a ~ LINE "f~ o k ~ k LINEGUARD TYPE III DETECTABLE O ~ ~
D o ~ UND 0 0 0 0 Y Y „ .i 4 ~ ~i © p ~ k k k ~6 UNDERGROUND MARKING TAPE C~ N (6" WIDE TAPE) (VERIFY STD S Z U
5 D 0 ~ ' ~ ~ i Y k Y PRIP PRINTING AND APWA COLOR ~ n SCHD 40 PVC & CAP TO 5', ~ ~ ~ ;
o ~ 0 0 ' COD ~ k CODES) ~ OUTSIDE OF BUILDING O ~ ~
~ I. k k k k k k k k k k k k k Grasse k k k k k k k k k k k k CLEAN TOPSOIL TQ o. Y k
I. k k k k k k k k k k BE MOUNDED Y SUBGRADE ELEV ~ Z
k k k k BACKFILL TO ALLOW ~ R. I ~ ~ ~ I~' -_-._BLDG WALL 09 ~f9 ~ ~ ~j~
VARIES SEE SITE PLAN k Rip-Rap Apron with ~ w co ~ N FOR SETTLEME T .a Filter Fabrlo Installed ~ ~ _ EXIST EARTH OR STRUC
e 12'° I n beneath rip-rap. ~ Concrete Curb ~ w B Q ~ FILL AS APPLICABLE SEWER COVER REF SCHED. ~ ~ • ~ ~
5EE PLAN FOR c~ v ~ Q. v SLOPE SIDEWALLS OF CONNECT BY BLDG PLUME, ® p ,
' CURB TYPE SEE Q ~ D~ Rip-Rap size ~ - I D CONTR. REF BLDG, PLUMB. ~ EXCAVATION AS REQUIRED 5' OM '
CURB DETAIL FOR varies Install Filter Fabrlc
w R ' DIMENSIONS beneath rip-rap, co . ~ r- , ~ ~ SDR 35NMORE THAN 5' ~ O O OUTSIDE OF BUILDING ~ ~ ~ ~:1~
3 Concrete Cur ~ o w Q p TOP LIMIT b a a o~~ TIGHTLY COMPACTED FITTINGS. AS REQ D. ~ k, 1,
~ 12 12 (Background} D ,~~i~ , p a. a I COMPACTED EARTH oD OD o w Q CLEAN BEDDING ~
1~ PAVER SHALL REMOVE ~ ~ m~v `?i PAVING & BASE SUBGRADE y,~~~~i,~~ ~ ~ , Sod swale beyond ~ 45' RUNOUT
k; ~ ,ii~~i~i~ HERE IF ANY INSTALLED TRENCH BENCH/ ~ WYE FITTING ~`l
~~'1 WIDTH ~ NON METALLIC PIPING NIDTH, OR CONDUIT AS APPLICABLE -~~~I~ REF TRENCH DETAIL ~ N
ct' O AS REQ D REQ D ~ ~ ~I
t MAIN SEWER, REF SITE PLAN ~ CAPPED WYE ~I~I~II~i~ll-ice W w
~ ~ RIPRAP RIPRAP
PIPE ~o ~ L D dso SIZE MAX. SIZE NOTE: 1=Ill-111~_Il>
F~! REQUIRED AT ALL WATER SEWI CC1 3' 4' 10' 15" 8" 9" SITE UTILITIES. WATER, SEWER, GAS, AND OTHER I ~ ~ SEWER LATERAL W
See Sheet C201 far f;f Z r.; Z
CC2 2' 3' 7.5' 12'° 6~~ ~o~ Curb Cut PocaUons
CC3 2 3 7.5 12 6 9
J
CC4 3' 4' 10' 15" 6" 9 i i; ~ ~
~0
r
r r r i r i ; N.T,S. N.T,S, N.T,S. r it i r Conn `a Y , ,
N.T.S. ~,"`a Y ~
W
J 0 EN F- = N. ~ ~ ~
NOTE; r'
~'I 1. ALL HYDRANTS TO BE SI JTS TO BE SET PLUMB W~NOZZLE FACING k u
POST INDICATOR VALVE WITH STREET UNLESS OTHERW I': .rESS OTHERWISE SPECIFIED BY FIRE `Y'~ ~ ~
AMP A OR DEPARTMENT T ER SWITCH BY CIPCO ;~;R
I'1 o EQUAL) 2. ALL CONCRETE TO BE 2 THREADED PVC CLEANOUT PLUG HEAVY DUTY FRAME AND COVER Z :TE TO BE 25Q0 PSI P.C. CONCRETE GRADE SURFACE AWAY W/LETTERS 'C.O.' CAST IN COVER ~ '
I ~ COMMENT PIPE BEDDING A K I B C FLL MIN ~ ~
MARK MATERIAL MATERIAL MATERIAL CVR Y ~ 3. FIRE H GRANT ASSEMBLY FROM CLEANOUT ~-1" IN GRASSY AREA ~
FINISHED SURFACE GRADE FIRE HYDRANT AS APPURTENANCES --S-- SEWER PVC SAND OR EARTH CESSSEMBLY INCLUDES GATE VALVE AND 0" IN PAVED AREA ~ ~
SPECIFIED BY CITY ASTM 03034 GRADED 42~~GRASS , ADJUSTABLE HEAD
~ ~~!r,~~!r,~i~ ~!,c~~%,~% SDR 35 STONE 48 PAVEMENT PROVIDE 2 SQUARE i~ w 4" MIN. 2500 PSL P.C. M
~ X 6" THK. CONC, o --W-- WATER MAIN CLASS 200 .SAND OR EARTH 42" GRASS 12" 12" CONCRETE COLLAR
„ COLLAR AROUND ~ 4 -12 OR SDR18 GRADED 48 PAVEMENT ALL VALVE BOXES NOTE: SEE APPLICABLE I`'~
gym;, ~ PVC-C900 STONE FINISH GRADE i o GRADE DETAIL FOR BACKFILL AND r`~?~
INDICATOR POST - i,Y,~/~/~ ~u,~/~~i~ ° . ~~~~i~ ~ .i~~~ - DW DOMESTIC PVC SDR-21 SAND OR EARTH 36 BEDDING INSTRUCTIONS. ) ~ SIZE OF RISER PIPE PER LOCAL CODES
_ 6 CU. FT. GRAVEL VALVE BOX AS ~ WATER GRADED _VE BOX AS SPECIFIED BY CITY 'i~~i 45° BEND ° ° i~ ° °
w 2 OR STONE DRAIN-KEEP CLEAR 12" fi M,J, GATE VALVE ° JI ~-CRUSHED STONE PER LOCAL CODES a ~°o°ooo ° ~i°°o0oop° 0° ° o 00 ° 0°° i
o ~ 1 LESS i OF CONCRETE W/RETAINING GLANDS 6 ° °
M.J. TEE ~ --G-- GAS MAIN ' 4; ~ PROVIDED AND INSTALLED BY GAS UTILITY COMPANY g MIL POLYETHYLENE ~ M.J. TEE ~ ~ o~ °o~°~ / ~~°o°°a° ° oo DIRECTION OF FLOW _ o°a ° °°o°
PVC MAIN CL200 AWWA C900 ; , R SEE PLANS FOR PIPE SIZE --DG-- DOMESTIC GA5 PROVIDED AND INSTALLED BY GAS UTILITY COMPANY LINING BETWEEN _ _ . ® ~
CONC. & DUCTILE
SEE SITE MECHANICAL NOTES FOR ADDITIONAL REQUIREMENTS IRON (TYPICAL) ~ .y - ~ - ~ ~ 'a ~ / _ ° o ° _ ° o° ° °°oa ° o°°o, ° ° o°
Z
REFER TO THRUST ~ ~ ~~~j,~\i~~~i~~i~ REFER TO 1 CONCRETE SUPPORT PAD % i~ , i% i WYE PLUG WYE IF SERVICE LATERAL -REFER TO THRUST BLOCKING DOES NOT CONTINUE
BLOCKING DETAIL FOR RETAININ DETAIL FOR G DETAIL FOR THRUST BLOCKING SEE PLAN FOR PIPE SIZE, a
THRUST BLOCKING RETAINING RE U REM GLAND Q I EP REQUIREMENTS TYPE AND ELEVATION ~
~ RESILIENT SEATED GATE VALVE, 200 PSI REQUIREMENTS GLAND ~
CONCRETE 3` W t~>°i ®
_ INSTALLATION OF POST INDICATOR VALVE SHALL COMPLY WITH SUPPORT 3
o t-~ NFPA 96 AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES C7 Z ~j
Q ~ti;'I ~ " ~ ' ~ ,I
os n oca or a ve i ~ roe c e ~r ran sse i 1 t s, ~ N
N,T,S. N.T,S. N.T.S. ~ I., N.T.S.
07 0
fl N Curb Face Beyond +25°Jo Asphalt
Pavement ~
N O 1
Y U +4°/o Truck , ° Car ° = - ®'4.,_/0 I +7 3
~ 'r: .t e
~ ; ' N ~ LINE MATERIAL ~ ~ o ~
o us AS SCHEDULED N ~ a 2' 6' Car 2' 5' 5' ~
U ~Q 11' Truck
c
c6 NOTES: Concrete Turnout All Grades Shown Are Maximum
= DOMESTIC GAS SHALL BE PRESSURE METER SET BY BLDG TESTED @ 90 PSI AND A MIN, OF 2 ~
a~ CONTRACTOR 2 SQ x 6 THICK p HOURS. ALL TESTING OF DOMESTIC GAS CLASS B CONCRETE PAD NOTE: W
a~ SHALL BE WITNESSED BY GAS UTILITY, ~ SLOPE SLOP Concrete Turnout Shall Be 8" o Gra e Section A-A Thick Over 6" Compacted"ABC".
~ E
VALVE BOX TO SUIT VALVE Z a w AND DEPTH OF BURY _ vti R=25' For Car ~
~ 4~ ~ =1 I I- I I ll-1 I -J~ R=50' For Truck z
3 DUCTILE IRON ill=_ ~1=11 II =I~1=~I Site Extruded Curb begins 2"High With a
LINE FITTING a Q LOCK SET BY BLDG ~I~ I III 111= -III- `ii ~ a CONTRACTOR ~ I~ II I~Tll~ ~ ti" Long Taper Driveway Wide Raad Standard Curb
_ WRAP FITTING w 2 5 GAS MAIN DOMESTIC GAS ADJUST TOP SECTI( TAMP BACKFILL l TOP SECTION to Dissipated Between
o BARS EMBEDDE I C NCRETE FINISHED GRADE TO FINISH GRADE IISH GRADE ~ ~ u" These LimitsTyp. ' f ~ F .
m ~i~~~i,`~i U _ - -~-ilia =III=~~~,.ii~~i`~ ~ r C r~ P r ~ A ~
~ AS REQUIRED TO REACH UNDISTURBED SOIL =III=III=III III=III=III=III=l=III-III=III=I I=III=11t=J~-III=III=III=~=III 11=J~~11= lil ~~II I1=~1=III I-III-III-(I I I-III-III-III-III-III-III-III-I III-III-III-III-III-III-III-III-I III-III-l I11~111 I ~ I' Grass ~ ~ U~a i ~ , t :^~a
o _ = I- o II ll~l ~ VALVE BOX TO BE BOX TO BE ENTIRELY ~
z ~ _ ~ I 11= ~Y SUPPORTED BY COP THRUST BLOCK DIMENSIONS R VALVE BODY =ail= I a , II ~ RTED BY CONCRETE ~ i, R, Area ~ R ~ ~ ~ ~ ,r,"' j,~'~~ ~ y
~ o METER RISER AGA ~~II I II~II BLOCKS OR BRICKS -III- - II ~ ~ ~ 5 OR BRICKS TO SUIT. Curb ~ y ~ ,u ~ ~ m 3 -,'z_ ~ ~ 1 U ~
APPROVED BY SITE III II=_=III II=III i~i~ VALVE BOX MUST t` ~ PIPE TEE CROSS 90 45 WYE 22 1/2 Wq ~y~%~ ON VALVE OR PIPE. ~ BOX MUST NOT BEAR i ` LVE OR PIPE. _ ~ ~
~ IAM TER CONTRACTOR TER PIPE v D E ~
o A B A B A B .B ~ B
4" 7 2" 12" ~ 1 1 1 ~4~1F~TlQ QA~ (P~-~4Q6~ ~Y ~lT~ a U DRAWN BY CDB
~ ~ ~ CONTRACTOR ~ 6 12 12 12 12 12 12 _ _
TAP & VALVE W VALVE BOX BY Cutter z" Exp. JT. Typ. ~ CHECKED ~I~~~
~ 8 15 24 12 18 12 12 / ~ GAS UTILITY
o' 10" 1$" 24" 1$° 18" 12" 12" ~ GAS MAIN BY GAS UTILITY Paving Plan ' I iadiUS T~IpP, APPROVED EJB
0 12" 24" 30" 18° 24" 18" 12"
z . _ JOB N0. 2Q9001
Y
U m 1 standard Driveway t (Ref. NCDOT RSD 848.03 Rev. C 4 848-02B) N.T.S. 09-04-09
m N.T.S. SCALE DATE
X
APPROVED BY PURCHASER / TENANT DATE
9 Thrust Block 10 Domestic Gas 11 Gate Valve C5u2g APPROVED BY DEVELOPER / SELLER DATE
N.T.S. N.T.S. N.T.S. SHEET NO.

m v, I r.}r~v..~... i err... a. y~,~vYru.n ~r-o. ~ n ter,. e t .u~~
' V
~
PIPE OPENING NOTE; ~ ~
A 1. La IS THE LENGTH OF THE RIPRAP ~
a a. ~ ~ 4„ ~ o` Q v a, d APRON, O ~ N ro c
4 a " n d a 2. D = 1.5 TIMES THE MAXIMUM r N 0
~ Q' d Q STONE DIAMETER BUT NOT LESS ~ ® N t~
A G4 Q THAN 6 , ~ ~ Z ~ 7 ~~//J~ .y
U p 11 - " L~
a v -I- 3, IN AWELL-DEFINED CHANNEL A A ~ ~ ~ 0
a a, ~ ~ ~ ~ A W 4 p e A, d o O.D, EXTEND, THE APRON UP THE ~ ~ Z , CHANNEL BANK5 TO AN 3D D ~ t~ N
a q a ~ ~ ~ ~ ~ ~ a~ 'Q ~ SUBGRADE ELEV ELEVATION OF 6" ABOVE THE o o
I>i G ~ ~ MAXIMUM TAILWATER DEPTH OR TO ~z~ ~ ~
~ ° ° a ~ ~ o ° ° (D 'II. ~I' - - - - - a a ° * SELECT MATERIAL ~ - - - - - THE TOP OF THE BANK, !-sa ~ 0 ~
~ III=1I I=1 I I=1 I I=1 I I=1 a 4 ~ COMPACTED TO 95~ =1 I- - - - - - TT WHICHEVER IS LESS. ~ ~ ® D Ll o
B ~ ~ ~ I-III-III-III-III-III = o~ STD, PROCTOR ,I - - - - 4, A FILTER BLANKET OR FILTER Z ~ ~
a~~ I I I_i I I=1 I I_I I I=1 I I- _l 4 TOE 12" MIN, _ - - - ~1 FABRIC SHOULD BE INSTALLED
a ~ 4 III-III-III=111=11 E;,, a - - - BETWEEN THE RIPRAP AND SOIL ' ~ ~ Q'
=1=1 I I=1 i I=1 i I-III - PIPE SPRING I~ - - - AC S UCTURAL \Q, T - - _ _ BACKFILL FOUNDATION, ~ w (n
® LINE -III-III= =1 = - COMP TED TR -III III-)1-I -)1 1-111- 0
I~: = I I-III--III-III ~
III _ _ I I III II - - - II I r'~; , a ~ ~ o 0 0 0 3 MIN, - III-III-I - I - -
r~ a PIPE ~ A B C D E F - - _ _Iil _ - - 1_111_ i . i-111-111-1i1_~ ~~I 11= II 1~=~~ N
° 15" 32" 48" 30" 26" 24" 6" _ ~ a CRUSHE ~!i Il-1 EXIST EARTH OR STRUCT N
" " 1=III i-III- FILL AS APPLICABLE F~; 18 32 48 3D 26 24 6 STONE III III II a RIPRAP RIPRAP ~ a PIPE Do 3Do L D d~ slzE MAx. slzE n
a 0 11=111 1-111= N~ III -III-III w ~
° 24" 48" 72" 44" 36" 36" 8" - _ STORM PIPE a I I I_i 1 1 - l d ~ II 11 11 " fl 11 II I~1( _I I Line M 24" 6' 20' 2' 9" 13.5" a ~ ~ w ~ rry ~
~a ~ 30 48 72 44 36 36 8 :III=III - _ =1~1= TIGHTLY COMPACTED L L Line AA 24" 6' 20° 2° 9" 13.5° ' i w
" II ~ I _ _ I_ji~ CLEAN BEDDING TO a a 4 a 36 80 102 54 60 64 8 4 1 - I ~ ~ 1
s ~ d. ALL UTILITY AND STORM DRAIN TRENCHES _ _ _ _ _ _ SPRINGLIKE L Line BB 30" 7.5' 25' 3' 12" 18" ~ { ~ I ~
42° 8a° 102" 54° 60° 64" s" LOCATED UNDER AREAS TO RECEIVE PAVING SHALL ''=III-III-ITI~II~iI Ili='' ~~=iii=lil=lii-' L Line SS 12" 3° 12' 1.2' 6" 9" `i
~ 48" 80" 102" 54" 60" 64" 8" BE COMPLETELY BACKFILLED WITH RUSH N BASE MATERIALS AS SPECIFIED UNDER PAVING, WIDTH AS READ 1=1=1 11=1 I I-l 11-~1 I I 1=1 I f: ~ W''
L PLACED IN 8 LIFT5 COMPACTED TO 95~ STANDARD Line W 12" 3' 12' 1.2' 6" 9°' D -I i l-III-l 11=1~=~.=~ is-iT-1 ~ ~ ~ Iol ® JN\
NOTE; F PROCTOR DENSITY, QC QQR HW1 15" 3.8' 16' 1.5' 7.5" 11.5" - - - ~ ~I > N '
CONTRACTOR SHALL SUBMIT DRAWINGS ,y FILTER BLANKET ~ ® X r
SHOWING REINFORCEMENT FOR APPROVAL Q[ e QDR HW3 42 10.5 26 3 15 22.5 , ~ ~
® ® `Iii Y Sect ~ ;
i':
°1 ~ e ~ ~ h 4
i r a r r r.
N,T,S, N,T.S. NI `i N,T.S, N.T,S. ~ tlt Prot coon I w i.,
w~~
~ '
0
,I r

r'

'i
0 RISERS ACTUAL NUPER F
_ ANY
VARIES. SEE PLAN 78
STAIRS UNDER 30 VERTICLE
WILL NOT HAVE HANDRAILS.
~z
s® I
1-~" ~ HOT-DIPPED 17 v rY
GALVANIZED HANDRAIL I ~ w
N o
~ » ~ _ COAT ALUMINUM AREA . 2 6 T I ONCRETE
? EXPANSION JOINT © SE N C . ;~z :Q
EACH SIDE OF r~ WITH MASTIC-TYPICAL v~
CHEEK WALL TYP. » E ( ) 12 C!. ! I
Lfl ( N I ~ °
I r. ~
a ~ ~ t/3~7 ~ s
V./
~ ~ 12 DEEP x 6 WIDE CAST ~~t~:K:;x~C~~~;,~~','. _ ~ ,r;~r,`,° M}
,''1 IN PLACE CONCRETE CHEEK o,.~ r~ ~ ~ . ~ ~ ~ . cv ~ I,..~ _ , ; 4 CONCRETE '`'L,4B o WALL ®EACH SIDE OF ~ ( ~ i ~ a ~..a _I I__ I ~ , ~ ~ _ ~ ~ tr >
3" ~ ~ - ~ i r-~ ~ - i i--WITH 6x6xW1, ~ :~~J1,4 ~ ~7 STAIR (BEYOND) ~ ~~i--~ i ; --i ~ ~ ~ Z O Q ~
0 b',; i _ ' + ~ _ __I , WELDED WIRE r~IESH
~ ,Nd 1 -d - -i i ~-_i _ c~)~~JC ~ ~ ~ C + ~ .ro ~
~ ~ a CEMENT INFILi. E
CI1 e . ~_~oL ~ Cr! - ~ _ ' _ _ o i I I=1 I ~ L.~I I
~ ~ - ~,~~''~~~=r ' I CORE-DRILL SLEEVE ~ j~.Y I I---~ N~
c ~ ~ C,~aJc?~)5~r, THRU FOUNDATION TO ~ ~ ~
~ ~ 1 1 TREAD ~ `e' ° a ~ ~ ~ ~ ~ ANCHOR SITE RAIL a _I - , I #4 BAR NOSING (TYP.) ~ • ~,r~~ I
I ~ _c~ -I I "CLEAR MIN, ~ 1 NOSING ~ N ~ „ ~ CAST IN PLACE CONCRETE W O
~ ~ z~~~ r_i I ~ _ STEPS WITH 6x6xW1.4xW1.4
~ 4 CONCRETE SLAB ~ ~ t~~ ~ ! I~-1 i. r._~~: ~ ~ ~ : ~ i WELDED WIRE MESH O
WITH 6x6xWL4xW1,4 ~ ~ - ! ~ 3 _ I~f;=-- I -
~ WELDED WIRE .MESH `~,t~--~ " „ U ~ ~ ~ ~ , -~'=-III=-i 4 MIN. 57 STONE Z
, , Z - ~ (i ~-:i GRAVEL BED
~ - - I ~l
~ , ~ ~ ~ Spp ~ CAST IN PLACE ~ ~ .a ~ ; ~,,,,_~~r- I ~ ; - CONCRETE STAIR
a ' T I G - ~ ~ I~ ---i , SRN ER ~ ~
~ tis,~. s,.
.9a '~yk,/ .`.%'~Cty/',LL 1.~Y~~~".'~J~'l ;~3.1 u I I , Q ~ i --i n,uc,:..
s III. i_ ail.. i~I ~~V~ ~ ~r~4~v~~~~~~~ ~1~'~ \~F
~ ilr==-.iii :-l~h ~ ~ -~li~~_~I~1=-=iii_.:=1i~:-=.lil o - ~ EARTH ~ ~t I~r ~ w
_I . i~ - ~ __::I 1 8 I ~ I ~ _ - ~ _ "i~ ~ ,~~c
11 f>
2 2
U
~ _ 0 DRAWN BY CDB
CHECKED VUN~~
0
3 APPROVED EJB
c
0 JOB No. 209001
2
N.T.S. 09-04-09
U m SCALE DATE
m
X APPROVED BY PURCHASER / TENANT DATE A3
APPROVED BY DEVELOPER / SELLER DATE C 5 4 uo"
5S Site Stair Detail F SHEET NO.
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~ ~ Overall Spread. NOTES: NOTES: ~
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~ • Plant so that top of root ball is even Le end g
with the finished rade ' Plant so that to of root ball is 0-' 9 P ~ - - Property Line
even with the finished grade s~.
r ~ • Paint all cuts over 1"dia. Existing Curb Line
~ ~ • Paint all cuts over 3 dia. ~ , ~ i Existing Building
m • Flag guy wires with p 'til , 60 30 0 6D 120 m
curve or to e C tJ~,~ Y p ~ - Existing Power Pole
+A 2x Ball Dia. 1 ---------OFi---- Existing Overhead Power Line d
U c,rJ z
z o, Rubber hose 1"dia. ~ U New Sidewalk
~ _ 3 mulch ~ 3 2 strand twisted 12 gauge gal. o
~ Wire . New Building Ede
co > 0 ~ 0 Form saucer with ~ ~ w New Curb
3"mulch 3" continuous rim ~ 0 ~ z j~l ~ qq ~ r sit New Curb and Gutter x:~ hJ
U Form saucer with 3" '~il~ ~~~~Illii I'~ "'iill~ {
contnuous nm - _ [ ~ ~ New Concrete ~ ~ " ~F~ i), ;f11 i ~ t
o - y{ 3 ~'11.', f F;.J ~~U~/ ~1 it ~ YYY....../// ' ~ 'y
Z Y _ - Future Building and Parking Expansion ~ ~
° ~ fl 11 11 - ~ ~ 3 - 2 x 4 x 24 pressure treated stakes Remove top 1l3 of burlap _ -
top of stake 6" above ground Plant Legend , ~ , {
~ - - - - -
o IIIIIIII I Illlllllll ~ ~ - - - illll III - - - - SYMBOL QTY. BOTANICAL NAME COMMON NAME SIZE Drawn By LAD
_ ° ' _ Top soil mixturo; oloan soil from - ~ _ Da~Uli~~ ~t ~aG"
To soil mixture: clean soil from ~ - ~ ~ ; site. Enhance with plant tabs p ~ eBCh Way i ~ • 18 ACER RUBRUM RED MAPLE 2" CAL. B' HGT. MIN. Oheci(ed W~~~
~ - ~ ~ ~ ~ - release fertilizer. site. Enhance with plant tabs ~ - - - - , i-_ 12:6:6 slow Compacted subsoil as a pedestal ~ I
~ ~ - - -I ~ ~ 12:6:6 slow release fertr7izer - for ball to prevent settling
ILEXCDRNUTA ApprDVed E~Q 12 BURFODII DWARF BURFOD HOLLY 16" HGT. MIN,
o Remove top 113 of burlap ~ Job No. 2fl~~~1
_ _ \ j 22 LAGERSTOEMIA INDICA LAVENDAR CREPE MYRTLE 1.5" CAL 5' HGT. MIN.
- - -
zx Ball uia. Compacted subsoil as a
L m pedestal for ball to prevent Scale Date 41 PILAUS STROBUS EASTERN WHITE PINE 1" CAL. B&B 8JT.MIN 13 PRUNUS YEDONENSIS YOSHINO CHERRY 1.5' CAL, 6H G LS101
settling
i
i / i
i _ Tree Planting Detail Enlarged Entrance Detail Sheet No.
' N.T.S. . , . 111 1 i I!