20080499 Ver 1_Stormwater Site Plans_20081229

This drawin has een the use of edEx and t as been prepared solely for lqr ' IEx and there are no
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. . This drawin shall not b~ hall not be used for construction
ur Dees un it the seal a y.. _ res onsible registran app the seal and signature of the istrant appears on the drawing,
tom= an pro er erm't forms . _-v -mit forms and related fees are
transmit ed the Owner Y Contractor to the Authoret the Owner, Owner's Agent or Co he Authority Having Jurisdiction.
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Cell Before You Dig 1-800-632-4949 ew C000,01
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LATEST PRINT November 12, 2008 SUPERGEOES ALL P 1PERCEDES ALL PREVIOUS C000--01.dwg

- This rawin as een i _....a, the use ot, edEx an 3s been repared solely for x and here are no
re resentations of an i<ir i e s o g aro anp . of any bind made by 6 arofina PC/1131 Group to
any arty with w om i Caro ina, PC IEI Grou he ~ P w om Giffels of North 1 Group has not entered into
~ - a con rac .
t __uYU__-. - ; , is rawrn , s a no e G~ call not be used for construction
. , T_.~.:..: Existin Storm Sewer 9 purposes un i e sea ar ~ - res onsible registrant app the seal and signature of the strant appears on the drawing,
1 Existin 5anitar Sewer ~ ~ - - - an pro er ermit forms rnit forms and related fees are
9 Y ~ ~ ~ - transmit ed the Qwner, y / - Contraotor to the Authorit the Owner, Owner's Agent or Co ie Authority Having Jurisdiction.
9 Existin Contour
. Call Before You Di 1-804-fi32-4949 Ex~stm Elevation 9 9 32-4949
- _ Existin Trees 9
- - Existin Gas Main 9
Existin Fiber Q tic Line 9 P
Existin Tele hone ~v ti ~ _ -
9 P 9 Existin Water Main
Existin Flowline
9 e ;
- r - ~ Existin Overhead Utilities 9 , . _e . , , - ~ , - ~ m
Existin Fence 9 ......x- - - r / ~jl:~
I 4'- 'ir _ F Y ~ , l - -
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Existin Wetlands . x g _ _ _ m..,...: r~ ~ _ - sn
i - . ~ - ~ ~ ~ ~ ~ _ z
I VL ~ - EXISTING POWER POLE 'OVER POLE
I W k I IN 'I W K ON A , - ~ - ~ ~ , , TO BE REMOV - , ; r- , ,r AQVED
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PR PRIA U I I P Y. GRAPHIC SCALE _ _ ~r. • -
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( IN FEET ) EXISTING STRUCTURE 10 EXISTING WE LL 1 inch = 6Q ft. . r. . a
BE USED AS TEMPORARY TO BE CAPPED EXISTING DRIVE EXISTING FENCE _ ,.w - _ - , ° , y,
FIELD OFFICE ~ ABANDONED TO BE REMOVED TO BE REMOVED ~ ~ _ . ` , , .
_ t" _ ~ - . _ - - ~ ..T.r.-.- _ ~ I. W
r Y .m I _ ~ ~ _ y . ` EXISTING POWER POLE _ ~ . .o w 3 ca ~p sc'n ® ® v
, - m. ~ _ . ,,n ~ y ,.f . TO BE-REMOVED ~ , .v ; w ~ ~ , ~4v
. ~ . r.. _ ~ . K N ~ , _ _ - _ ~ ~ - ..J ~ - _ - - C~•r
- ~ - .e i - k - _3' i :EXISTING ..DRIVE ~ - ~ e . p m Y7 `0
_ ' . d ,aw . m.,..- „ yr ~v TO BE REMOVED = ~ ~u ~ _ . _ _ p tY Gh C~ 0 ACV
, d" r , _ P .~°~~b EXISTING DRIVE EXISTING PO PALES L r CO O (110, 4 -cur
`..t _ q - 4 , - , - 1 - ~ _ . r~ ~ ' T R M V f ~ . ~ ~ s , ' EXISTING B~tII~DING _ - OBE E 0ED r ` :-F. i ~ oc~
_..-s - i i r T , „M~ 9 - - . I t - - u~ ` i EXISTING POW R POLE , I y Y ~ i/f O h OWER POLE ~a» r r ~ P
~x~ ~ , - tr' l . W ~ - k . G~ POWER POLE ~ _ - ~ - . ;.EXISTIN E ~ TO ~BE REMOVED - f y =MOVED 0C . u
,ti - i _ ~ , ~ , y _.:ny F. . ~ r. -I r t J 1 k TO BE REMOVED ~ ~ , - ~ ~ ~ - . ~ ~ _ ~ - a
~ ,a ~ i gg i it . , A , ~ I - _ ~ ~ t F EXIS NG SRI ~ . ~ 8` i; EXISTING POWER POLE . . . ~ . ~ _
r k-,;` . TO BE REMOVED w , , ~ ~0 BE REMOVED ; v C
_E - _ . . - . ' mow,. . ~ 4~ a a EXISTING WELL . 3= . ~ , . }
u m. ~ + a a _ ti, . TO BE CAPPED
~ _ , _ , . ~ . r . ~ ~ ,,-a,~=e i ~ - ~ r ~ ~ : ABANDONED , ~ ~ ,
y ; ~ ~~-t - , _ , X TIN W EIS G,ELL ~ _ + ~ ~ t : , _ n ..EXISTING. FENCE ~ ; n ~ y9; TO BE REMOVED -r
tad ~ ~ ; ~ s - ~ 1 (tiL . 1 T ~ y~ ; f k~ a . h° ~ TO ~E CAMPED 1 ~ ~ I . ~ - . . , Y ~ J ~ ~:K, r { ~ ~ i 9 2 N
t ~ µ & AB NDONED r. . ' ~a~_ , . ~ . ' r = w~; .t IfY s~,_ s. , . fi. W:; , ° n - f u w+uo^°. aw~. nw.++ era^r.` a~~ ~uwv~ ~ N
~ ~ EXIST NG PO E OLE ~y ~ ErXIS1` B~ICD~~~S_.~-; , - i. . it ~ i ~ - ~ _ - n • ~ Nn j
TO BE RE OVER ~ EXI~TIN~G S-T~ORM PIPE ~ - y.:. - _ _ ~ ~ ~ ~ &`_STRTURES T~' 1 ~ .._x . , a N ~ 2 4=
+ ~ EXISTING NCE , ~.j : , ~ BE R~vlO~ , TO BE :REMOVED , . ~ r ~ . . . ; ~ ~ 'way" w ~ t • s f w ;n• o r j ' ~ ~ j ~ i s: d -
, y _ t : TO BE RE ~ r ~ , r+ ( = - - E - ~ ~ d - ~ , _ _ . , ~.r. ~ o.c I 1 9 y' xi c_a `a C.n us
( ~ i i fr tx- . _ k NF ; ~r - . } Af,~A, i F , S e' '@ - r~ _ _ ~9 - GG, i , ~ . , L a Co go
w, , - ~ ;EXISTING BUIEDINGS . _ ~ , - . . . . - ~ ; TO MOV G BUILDINGS o, ~ . ;M , 4 ~ , ,n , . , . > ~ E~ I ~ r ~ I EXISTING BUILDI GS ~ ~ , ~ _ M1 V ®,ob 0) . o • X
' r~--- - IST ILDIN ~ _ u x - ?t.. , - - 7 ! F , ~ = ` m t, ~ _ TRUCTURES ~ ~ , . & - - _ _ r iv mm „ C .aix
~i " . & STRU ;~(1RES TO., F i ~ ` . ~ ~ ~ f , ~XCSfiING ~FENC~ ~ -i r m - BE REMOVED t ~ i - - - SI NO •FErdC~
BE REMO 3 -k~ , , ~ , , t i ~ , ~ k - A , ~ ; , ; ~ ~ ; ; , _ . TO 8E REMOVED _ ~ ~ f ,j , r: - ~ r BE REMOVED-
~ ~ ) ~ - , , I~ ` ta. ~ , ~ _ , Y - - - - - ~ I I 4 -
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' 4 _ , h s R - EXISTING WELL = ~ : ~ f - ~ a , w ' ~ r i c~
. 4t ~?~k i : ' _ ' ~ ..,d d TO `BE CAPPED - - ~ - , ! ~ f ,s . , , .......,..m.- , u ~ ~ - ~ y _ - ~'1 ,
~ + , A ANDONED - ~-J ` & B . ~ _ , rte,, - a_ _ , t 3 < ~ r. _ - ~ ~ ~ E ! ....f ~ - _ ~ 7
~.ti ~ , ~ ~ - ~ I I u ~ e . ~ i5 , - v.~ o
~ - k ~ - . _ ~ ~ t EXISTING BU ING ~ ~ ~ y D - - ~ ~ ~ - ~ - - - . 3 Lo x o
1 3 , k ,i ' ~ N I 't pp I 4, ~ ~ I 9~ fi - . TO BE REMOV - ; _ ~ ~ R ~ = : r - V) CD w I X 73 } ~z Q) CY)
, q ~ a ~ 1' ` • - g i a j r - _ i , ~ ' a ` ; ; . _ , .f _ - . } C)
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' .TO` BE REMOVED r, ~ ~ . ~ r _ P s t : ,.t ~ - , , 5~ 3 - 1 -
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LATEST PRINT November 12, 2008 SUPERCEDES ALL PI IPERCEDES ALL PREVIOUS 0000--01.dwg

- t t - ~ d ~ ; w _ r . a This drawin has been
_ M 4, y ~ ,o , - a s ~ t, f ~ ~ ~ the use of edEx and t ~ $ ~ , as been prepared solely for lEx and there are no
_ ~ 3, ~ . " ` re resentations of an ki . - r , ' , ~ ; ~ ;k ~ Ga fels of North Garo in ~s r ~ , of any kind made by 11 Caroling PG/IBI Group to
, . T~.= t ~ < ~ , - ~ - ~a ~ _ nY Y - ~ - _ . ~ ~ F., ~ . ~ r _ - IGroph ~ aro in whom Giffels of North 3l Group has not entered into
. ; , w _ ~ ~i°°~ ~ a, _ - ~ . ~ .w ~ .a a co a t , c ` t ~ -
i1, , ; . p n . d - F , _ . , , EXISTIG FENCE f~ Thes drawl it no bE _ z hall not be used for construction
- A. ~ - - ,.I 5 - ~ ~ - ~ ~ ~ ru w,, ~ - ~ =ate` - purposes un it the seal a _ Ta BE RE ~ ~ =f a . _ ~ , ~ onsible re istrant a the seal and signature of the istrant appears on the drawing,
, E ISTING FEf~CE ` a 6 ~ „ . . j - . -E~CE ~a~ - ` ~ r~, , . , an ro er ermit farms , ra ~ , . _ ~ ~ ,va... r# , - - T ~ , transmit ed the Owner ~ . r f - , s y °mit forms and related fees are the Owner, Owner's Agent or co
,s° TO ~3E R~MQV D ,,r . MOVED - - y, _ _ ~ ; ; . ~ " Contractor to the Authorii . . _ ~ EXIS~l~G DEBRIS RISES aim, r . ..r' he Authority Having Jurisdiction.
. P. , ~n, r A ; ~ , r TO BE REMOVED . w... _ f' _ T
~ j. - _ s ~ ~ a . _ _ ~ . ~ mss.. eb _ j T
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fl ~s ` - ~ ~ . n - - s - ~ ~ ~ ~ _ ~ , sv. - F.- ~ F.a - ¢ ~ ~ F` ~ W~ t ~ y
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D t ~ ~ ~ ~ i ; EXITING R R RaLE .a -
s . - 4; ~ ~ .p ; w a ~ TO ~ MOVED, ~ V , ~ m. _ - a s T ~r
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e - . ~ i - i. r a ~ uu~ . ~ . ~„o i e
~ µ ~ ~ , µa n , _ C I=ENCE ¢ ~.XISTIN .
y _ ,.c Q , w... ~ , ~ . ~ ~r r w TO BE REMOVED ~ . a. _ ~i,.
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4 ~ ~ i -EXISTING BUIEDING - ~ , , ~~~r , E _ r r~ ? I .
. 4n ~ S ~ i mq~11 !pr iry~ e s 4 - $s. ~ ~ ~ f " { wtc'P °^Mwk ~JVi4Mw~' i Aiy~p R ~ _ . ~ TO BE REMIOVED ~ ; _ . ~ ; s _ ;y ~ _ ~ - - 00 CD 0
e ~ _ ;r' 9 ~ . ~ r~ . - _ . - . ~ ~ E~STI G CON STERw , ~ ~ ~ - ~ ~ ~ ~ , ~ W_, _ - T RE . . ew~v. E, ~ z_ ~ _ CON STEPS , I I N :~l0 Ep
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Existing Elevation 04 W Existing Trees R ` • ar
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v - -Existing Gas Main o LLJ
Existing Fiber Optic Line N p Existing Telephone ~ W< LJJ 3120
SEAL \\\~~~~~\\t11t1111iE11/Z m 0~ Q~ r /Z w
GRAPHIC SCALE W _ Existing Water Main N
p 60 0 30 60 120 240 ca w Existing Flowline NOTE:
o - - - - - Existing Overhead Utilities • SEAL r
> p CONTRACTOR TO COORDINATE REMOVAL"'""OF NOTE: WORK SUBCONTRACTOR TO COORDINATE TH DUKE WITH APPROPRIATE UTILITY COMPANY. 33687 SHEET NO.
~,._r W,.....,._ Existing Fence a IN FEET) *N[E-CAIL a EXISTING UTILITY SERVIICES FROM RESIDENTS VM ] ~ 0 1 FEX SIT a -.I WI S ALL
r o 1 inch 60 ft.
Call Before You Dig 1-800-632-4949 Existing Wetlands r 949 COOO,03 ri rtrr iii ~~~~a ~
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LATEST PPJNT November 11, 2008 SUPERGEDES ALL F UPERCEDES ALL PREO/IOIJ C000-01 .dWg

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( e + ~ 1 ~ - d ~j ~A~ yJ ~ tl ~ ~ ' ~ ~ ~1~, ~ This drawing has been prepared solely for ~ f ~ f / f ~ Q~.. the use of FedEx and there are no
.fie ~ s`~ ~ ( ~ 1 ~ reppresentations of anyy kind made by ~ ~ , I • , ° . _ Giffels of North arolipa PC/IBI Group to
u s ~ g" " ~ any arty with w~om Gi{fels of North f~ ~ i ~ ~ Carolina, PC/IBI Group has not entered into Z
F-' ~ ~ Iy ~ ~ 1 ~ ~ ~ a contract,
k - ~f - ~ I/ " ~ ' This drawing shall not be used for construction
. rw E , ~t ~ { a ~ ~ ~ n - r f ~ e~ ~ ' ~ ~ ~ ! ° ~ ~ purposes until the seal and signature of the U ~~,J ~ ~ ~ ~ ~ responsible registrant appears on the drawing,
~ a _ ~ _ EXISTING FENCE' , ~ ~ s ~ v~ t _ ~ ~ and proper ppermit forms and related fees are
_ i . TO BE REMOVED ~ - ~ - ~ ~ transmitted by the Owner, Owner's Agent or o
~r , , ~ ~w sue. d t e % q~e \ Contractor to the Authority Having Jurisdiction. ~ ~ ~ ..v t - - -
N r r ~ ~ _ E M,

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EXISTING BUILDING'- ' r , - r ~ , I TO BE REMOVED ~ g U
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f, . 5 ~ 1 900 _ ® y y ~(Q
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_ ~ ~ } 1 ~ ~ - i - ! - v . ~ \ - ~ ~ ~ ~ ' , _ ' ~ GRAPHIC SCALE 1 ~ / ~ t ~ 8 MM
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z ~ _ , ~ ' ~ ~ / ~ _ ~ ~ 'J / ~ / aw
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/ . ~ - _ ~ ~ ~ ~ ~ , , ; ~ ~ NOTE: ° ~ S
- ~ ~ - ~ ~ ~i o-
a 1~,~ r~'', ~ 'f ~ CONTRACTOR TO COORDINATE REMOVAL OF wz ~ o ,I ,r,, ~~;t~'~" ' ° ~ ~o ~~N
' ~ - t - _ . ~ _ ~ ~ , - ~ m°f _ m ~ . ~ ° ~ r ~ ~ r`.i ~ EXISTING Ul1LITY SERVICES FROM RESIDENTS ~z Q O ~ N
~ ~ ~ n ~ ~ , - i - ~ ~ a~. , , ~ ~ ` ~ ~ ~ ~ ~ ~ ~ - - - ~ ~ ' WITH APPROPRIATE UTILITY COMPANY. ~ ~ ° ~1 ~~r, ':,J ~
: s. .r - ~ `~E
I ~ ~ _ _ - i } ~ ~ yr - ~ ~ - ~ ~ `s`"' ~ ' ~
_ - - a, \ x _
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~ . _ ~
_ ~ d~:' x - _ , ! s z~ ~ NOTE: t 7
,x i X i ~ , ~ , ~..L~ SITE WORK SUDCONTRACTOR TO COORDINATE
• ~ ` ~ ~ ~ ~ 'o ~
~ r ~ ~ ~ - ALL ELECTRIC SERVICE REMOVAL WTH
_ ~ . . ' ~ ~ ~ - ~ ~ ` ' - ~ ~ DUKE ENERGY.
~ _ ~ l., ~ _.:x - ~ _ ~ ~ ~ . ,
. ~ . i ~ ~ ~ 97.3.+ ~ _ ~ ~ - °a, , - . _ _ , ~ 1 ~ i
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- ~ - _ _ _ _ _ ~ _ ~ _ , ~ • ~ ~ ~ ~"t ~ ~ - Existing Storm Sewer ~ r
~ ~ i r~~~~ ~ ~
_ _ _ ~ ~ ~ . ; r~ ~ Existing Sanitory Sewer ~ ~z ~
_ ~ ~ ~s rte ~ ~ _ xisting Contour °3~ o~
r ~ _ _ } ` ~ fi ~ ~ , ~ . . r - i~ ; . ~ ~ ~ ~ Existing Elevation ~~w
_ - f' o: - ~o d ~ ~ .1. Ezistin Trees
,a _ ° ~ ~u~ 4 ~ t, ~~ll 9 ~ , o ~ ~ ~ Existing Gos Main U ~ ~~o
. v j~ e ~ ~ r
ti ~ _ ' C ~ ~ ~ TM~.. • w.i,r •.R,.+' E . ~ . ~ - Existing Fiber Optic Line Q ~ i I h~l d 1~t lIVIV ~~X .?'1` ' " ~~iJ ~L,-~i "`J.r SI:.IL N .Y N + . - Existing Telephone ~ Z ~ 6~~
~ ~ F _ _ ~ ? ~M ~ . r,, r, , iin rp^ ~ J x ~ :tip ~,c~. ~ Existing Woter Main W ~ ~ ~°o
- y ~ .~ee. , ~ ~ . , ~ .a._ _ ~-w., ~ Yr .
v w.. • =e s ~ ~1 - ~ - Existing Flowline U W 3 00
~ r µ J - ~ ,r , ~ ~ Existing Overheod Utilities ® c~o~
3 ~ , r` - , ~ ~ I _ > . _ ~ ~a ~ ,._e ~ Existin Fence z W~~
g ~ 0 maw m
- ,{V co U' - E ~
.,m jj ~ o00 . ~ - r ~ ~ ~ ' ~ ` ~ ~ ~ ~ Existing Wetlonds ~ ~ Z goo
N . ; - - ~ 1 r ~ f ; , z ~ ~ ~ ~ w w ~ ` - M e ,
o e J, L _ ...~.,..ni _J. - I'' ~T W O
N N ~ i _ ~ LLUrJ ~ F~~ Sw
,a / - 0 0 ~ N v._ ~ SEAL ~~~1A1A11111I1llilfilll//l~Q~ ~ ~~o r
D _.4. c- ~ r"~-..... CC...........
_ _ -4.
E` SEAL ~33687 SHEET NO.
Z I
w. ~ 3 ~
B ~
~ O _ COOO.04
y U
LATEST PRINT November 12, 2888 SUPERCEDES ALL PREVIOUS C000-01.dwg

_ i
/x, " ' I This drawinq~ has been prepared solely for the use of 1~edEx and there are no
t 1 - ~ ~i ~ reppresentations of any kind made by i4 _ Giffels of North Carolina PC/I~I Gr~up to
? ~ ~ ! any party with whom Gi{fels o Nor h
i 'l ~ j Carolina, PC/I®I Group has not entered into Z I I° a contract.
t • I ~ no ~ ~ This drawing shall not be used for construction z
, : _ ~ ~ ' purposes until the seal and signature of the j res onslble registrant appears on the drawing,
~ Call Before 1(ou Dig 1-800-632- 1-800-632-4949 anr~ proper ppermit forms and related tees are
~ _ ~ 4 : ~ a F I4 transmitted by the Owner, Owner's Agent or o i' Contractor to the Authority Having Jurisdiction.
n ~ pt pig ~ i.,
, ~
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_ ~ - - ~
~ _ r.._ ~ _ N_._ ~ - , ~
M1~; r ~ '-1 1 ~ ~ 1 ~ ~ ~ , k , . , ~ ,..u , I F '
- _ ~ i . _ - , r ~ ~ , ~ " ~ -
~ ~ ~ : , ~ , ~ ~ n~~ ; ,
j T ' ~ F ~ ~ ~ - ; r. ~
' ~ ~ _ _ ~ ~r ' K'~ ~ ~r ~ '
~ ` EXISTING DRIVE i ~ ~ , _ - 1, - _ ~
, - ~ _ ~ ~ TO BE REMOVED r, ~ ~ '
: y„ w~ EXISTING POWER PALE ; 1 E ° ~ ~ ~ ~ ~ 6 ~ - ~ E - ~ ~ ~ ,r ~
E= TO BE REMOVED . u ~ '1 ~ ~ - ~ - _ - ~ 't. r'~ c ~ ~ q ~ ''t- ~ ~ 1 ~ - _ v~
s ~ ~ ' 'f' ~ - P ~ ~ ' f - E
~ ~ - - ~ ~ ~ ~ ~
_ u'^ _ - y ~ _
1 k~ ~ ~ t h`~ kw .moo'"" ~ 6 ~ F f - J . , . _ - ~
4 ` q _ - Z ~ ~ '~.d o0 mU
EXISTING FENCE a 1 I _ _ ,
TO BE REMOVED ~ a.~~ { .e m,~-,
~ ~
-EXISTI _ - r - ~ . ~ ~ : _ ~ i
~ ABANDONED - ,
r ~ ~ ~ I o m
~ ~ . - _ ~ - ~ _ ; ' ~ r
~ c, . 3 d ~ ~ 4 1 / _ ~ , ~ z m Q W
. ~ ~ ~ ~ w 3 W o U d ~ N O

_ - EXISTING -POWER POLE ~ ~ ~ : ~ , 1 i ~ .-R.. EXISTING.BkJ1LDING ~ ooa PING 8kJ1LD1N~ _ , ; ~ ~ , ~
TO BE ,REMOVED , ~ ~ ~ ~ , : -~..~w ~ - 5 ~ , ~ ~ ~ g TO BE ,REMOVED 3E REMOVED ~ ~ ~ ~r t , t I ! ~ ~ ~ oa
~ ' r , . a - - y _ _ ~ ~
i r.: i. o~ ~ , ~ ~ ~ GRAP~IIC SCALE o
S €p g# g g ~ i ' _ - - ~ r C , ~ i PPP i ~ ~ ~ . ~.g , ! ~ _ . ~d~ , EXISTING BUILDING ~r~ ~ ~ „d , 60 0 30 60 120 240 i~ova w' ~ - aaxoo
~ TO BE REMOVED ~ ; : , _ N onn ~ ~ - ooo_x u
a . ~ t ~ ~ F°wczir°--~° ~ c
s ; ~ , ~ ~ 1~•~~ ~ /1 ~ IN FEET
~ ~ ~ ~ y ~ ` ' ~ v 1 R, ~ 1 inch = 60 ft.
r _ . ~7 . . ~ ~ ~ ,1 1 ~ f ~ =t~ _ ~ f , ~ t ~ j,, ,1 m
,z ; ~ k ~ t - ~
~ , ,a.,,1 ~ ~ ~ ~ ~ : ~ ~ w~. , i . M : ';!"t d W
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. , . - ~ ~ ~ __n°~ , ~ , }y - v..
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- _ ~ EXISTING POWER P~3LE ,a.L+ 07, ~ ~e:. ~ ,V~. ~ 1tt1 tt ,
~ V. '
TO BE R M10VED ~ . . ~ ~ , X , ~ .o o r _ ~ - ~ _ ~ , - - ~ it ~ ~ ~ f NOTE: .o ~e-N
~ . _ ~_,4 ~ ~ , , ° ' ~ ~ ~ ~ CONTRACTOR TO COORDINATE REMOVAL OF ~ oil
-EXISTING FENCE F ~ ~~y ~ EXISTING ~UII~DING ~ 0 ,V ~ ~ . ""1 ~ _ t ~ 4 ~ ~ ~ _ EXISTING UTILITY SERVICES FROM RESIDENTS o ~=m
_ , £ TO BE REMOVED ~ ~ ~ ~i: t ~ TO 8E REMOVED ~ ~ , , ~ ~ ~ ~ _ ; ~ - ~ ~ ' ~ WITH APPROPRIATE UTILITY COMPANY. ~
- ~ , ~ , i ~ }j w_. ~ i ~ co m~~~
~ / , - , t , e
_ ~ 1 ~ l ~ , r t ~ ~ ~ °x
~ y ~ ~ a - m~„~ ~ w
` € - ~ _ I _ , p! ~ , j ~ , ~ ~ ' ~ 'a ~ r I i* i. i ~ _
_ ~ ~ ~ I '1 1 E ~ ~ x ~ s,: ~ , . ~
~ , ~ ~ r~ 4. - , ~ ~A= ~ : - _ ~ ~ , ~ , ~ , : _ ~ , ~ i ~ 1 ~ .gig ~40,., ' ~ ~ ~ , ~ NOTE: Q
1 ~ f
ut a g , ` ' ~ _ ~k', . . ~ ~ 4 , ~ , _ ~ i , ~ ~ ~ : SITE WORK SUDCONTRACTOR TO COORDINATE ~ ~ ~ Qo
~ . ~ ~ ` ~ ~ ~ ~ ~ ~ ~ ALL ELECTRIC SERVICE REMOVAL WITH ~ ~ ~ ~ a
\ ~ ~ - U _ _ ~ i j', ~ . ~ DUKE ENERGY. ~ ~ ~ o
- ' ~ - y ~ . , Y ` _ ~ ~ J N D
~ ~ = ~ EXISTING P~ R PDLE f ~ , , ~a ~ , ~ l g F ~ TO BE REMOVED:; , . ~ a ~ ~ ~ 1 ~ u~ - ~ ;,s a R
, , f ~ . 'p ~ - ~ ' ~ I { _ ~ ~ ~ ~ ~ - , F y 5 ~ W p { t i
3J J j ' f ~ ~ ~ k5 ~ 4
~ , / ' _ - X41 2 ? r x 4 ~ / < _ ~yl I i ~ ~
_ ti l - , ~ l F x a~
a ' ~ ~ ( , >pd n `4 0 : ~ i K._. - Ezl ~ ' ~ sti Storm Sewe
. ~ pp r , ' . _ s ~ I - ~ t ' ° - _ ~ , ~ ~ y _ . _ - . , - - ' ~ ' ~ _ _ __.~nT_. ~ mrs~y...~._. zisting Sanitary Sewer
a I , ~ } `ua j y y t S e ty V. ~ ~ ~ L.
- i i aF 1 i y - 0 t i - i ~ v ~ ; , . - - _ . _ , , , ~ t , _ _ _ - u -_~_F _ Existing Contour _ - - - ~ ~
~ _ - ~ - - .a+ t t... ~ ~ r I I ~ *sr .a°~ gym, ' ~de4 - . Ohl .VI ~ ~ ~ - 'e ~ t t ~ t , l~-~~~, ' ~ zisting Elevation
t oo~ : , 1 1 _ _ _ ~ ~ ~ Y Existing Trees ' ~ `/~,y t~~ i - - ~ - 1'. - Existing Gas Main
t ~ , ~ - ~ _ .
, 4 _ ~~,s;, ~ l '.1 . y x ~ _ _ _ _ , ! _ Existing Fiber Optic Line
~ \ w ~ ,
3• - _ , ~ _ t r _ Existing Telephone ® _ - ~ e ~ ~ ~ ,
~ .1~, Existin Water M g a yb ~ - ~ ~ ~ . _ -Existing Flowline
~ _
. _ - , . ~ ~ _ ad\„ ~ _ - _ _ _ _ - - - ~ - - - - - Existing Overhead Utilities ~ }
_ ~ n , £ - , , V . - . ~ _ - Existing Fence ~
1 ~ s - , r ~ y Z
~ - e , _ . Ul=-K a a - ( ~ \ X30
~ ~ ~ '~~'~-'.~w~, ~ _ e Existing Wetlands haw
a _ ~
: ' - ~ ~ - a- ,
v , f , ~'9"°.,yW ~ w-~`~~£°'?~l"++~~"'~' °p ~ \000. O~ 4 Z 4DZN ® l~ 7 ® ~ o
t ~ . Wp ~ ~ e _ _ _ - , ~ ~ ' Y. - _ ~ ~ ..r' 3 .1 -
y ~ a _ ' ~ pr ~ ~ o~w
1 , r ' ' _ 0 r ~ ~ o
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a r~ '`t \ } ` ~ r t~ e ~ ~
CJ ~ g + _ ~ ~ P _ ~ i ~ ~ ~ ~ Z ooh
..r f ~ ~ , a ~
~,d c, , N ~ . EXISTING FENCE _ 1 / ~ ~ s ~ , , -
t ' i )
r ~ ~ ~ , TO BE REMVED ~ ~ ~ _ k ~ SEAL 1\~`06t1pNlll~~rplrlrUq Q o
. _ , .
o ;;F o:. ~ f ~
O pp 1 SEAL r' i d l
33687 SHEET NO.
w y 00,05
m t~rlOb LATESTPRINT Novembert2,2008 SUPERCEDES ALL PREVIOUS 0000-Ot.dwg

NOTE: This drawin has been pprepared solely for the use of ~edEx and there are no
/ ROADWAY ALIGNMENT TAKEN FROM representations of any kind made by r--- Giffels of North Carolina PC/IBI Group to
/ / CONSTRUCTION DRAWINGS PROVIDED any party wath whom Gi{fels of North r-
tit ~ ~ BY TRIAD DESIGN GROUP DATED 4 f 1608. aaconfracPC/?BI Group has not entered into ~
S'~~` 5~ '~~~15~~~ / i W C~ This drawing shall not be used for construction N P ~
~,PR / y "r purposes un"til the seal and signature of the ,r-- responsible registrant appears on the drawing,
S~ ~ V ~ and proper permit forms and related fees are ~ ~P~1.~P transmitted by the Owner, Owner's Aggnf, ®r o
s ~ ~~E~N' Contrac nr to the Authority Having Jur~s fiction.
SpU 90 R W ~
ZONING OFF STREET PARKING
s' (IF APPLICABLE) EXISTING ZO 1NG: BI -Business Industrial PROPOSED USE(S): Termial Freight m
s s ~ PROPOSED ONING: BI -Business Industrial PARKING CALCULATION: 1 SPACES: 1000 S.F.
~ ~ ~ i TYPE OF R EW REQUESTED: Site Plan Review (MAY BE MORE THAN ONE CALCULATION REQUIRED
s (l.E. Rezoning Planning Board Review, Preliminary Subdivision Approval, ETC.) REQUIRED PARKING: 409 SPACES
? o' 1'" ~ PARKING PROVIDED, 482 SPACES
- - U S , I~~ ~
WEST a~21 - - MARKEr `v S1REEl ! I
SITE SIZE AND COVERAGE
® / _ ~I, ikl TOTAL ACREAGE: 125.49 OFF STREET LOADING I~ Ill, t, (IF APPLICABLE)
RAILWAY A-~ SOUTHERN - - _ y ~ SITE COVERAGE: ~~--a: REQUIRED LOADING~UNLOAD , _ w
90 R/W BUILDING TO LAND 7% ~ ~ LOADING/UN S
GRAPHIC SCALE - ~ ~ - - _ ..T - PAVEMENT TO LAND 58% SIZE: ~yU' X FT.
150 D 75 150 300 600 ; r` ' ~ C3 r.®~y~~r® - ~ OPEN SPACE 35% z
l ~,r~ TOTAL (100%)
~ ~ BUILDING SQUARE FOOTAGE: 408,660 SF. ~
(IN FEET) ~ ,.rte tFr+c>H: 291.75 Ho,~: ss, BUILDING HEIGHT: 1 Story FT. OR STORIES wius, BUFFER YARDS o 0
1 inch = 159 ft. E1' a J CHORD X20: S82S3'OB'E ioao ~s: sa2ssoa'E ~ ~ (IF APPLICABLE) {oRU z9o.ea" n ~
~ ADJOINING ZONING: Residential (N & W), Commercial (El ~ o
f - - TYPE REQUIRED: YARD BUFFER INFRASTRUCTURE WIDTH PROVIDED: 40' - o~ ~ ~
1 ._..~~,+iN~c'._._... ~----y~-giB'p~IpE Ia ~„a r- ~ nc-~'~ 1 J ~ I FENCE OPTIONS: NSA ° °o ~ d
e.... r ~ ~ w i- h ~ i-"' ~ l ~ AUTp~~gFqO~Rf ' J C~ ~ WATER: PUBLIC X PRIVATE o
}kJ~ Fit / ~ - " 1 ' SEWER: X PUBLIC PRIVATE II
O E ~ ' STREE(S: PUBLIC X PRIVATE ~
US ~ 1 N ti f DENSITY CALCULATIONS o m
~ ~r "k~` ~ ~ UTp A RF ' I ` _ r ? ' 1 x.- 9R ~ Ir t ktNG ~ ; l r ~ (IF APPLICABLE) z °w
r'ts ~ - ~ It r', ~ `111 NUMBER OF UNITS~LOTS: 1 UNITS~LOTS a
~ r : r ~ r s -1- , , \ ~ ~ r. A 1 l~ ~ ~ ~ ~ / ~ V DENSITY: 0.008 UNITS~ACRE OR LGTS~AORE
~ v ~I l ~ ~ r ~r' ~ L. ~ ~ ~ t ~ ~ ~ _ ~ ~L _ _ 0 HER INFORMATION OR NOTES ;so
/ ~'r, ~ ~ ~ ; ; {LE. USE CONDITION COMPLIANCE INFORMATION p_
g~2 OR OTHER SPECIAL NOTES) ~ ~ X WATERSHED SITE DATA ~
r v_~ ~ ~ r r r, ~ : ~ r q\ w (IF APPLICABLE) °z°~~ m z ~
~ 1 , ,,''`a ~r , I r V TOTAL SITE ACREAGE: 5,466,378 SF. s~ma`~ vd~00
a ~ r ~ ~ 1, wr \y ~ ~ ~ ~ f~ \ ~ EXISTING STRUCTURES AND IMPERVIOUS AREAS: 49,548 SF.
v"n~ ~ ~ ' r ~ ~ k v 1 ~ ~~a; l , . ' f ~ ~ , ~ ~ r ~ ~ fMP FU ' ; I TOTAL UNDEVELOPED SITE ACREAGE: 2,438,817 SE ~ e
lR 1 _ ~ ; TOTAL ACREAGE OF IMPERVIOUS AREA PROPOSED. 3,1$4,955 SF. Q~ m
k x v ! ~ rr ~ ~ ~vv' . ~ ~ ~ ~l ~ V ~ PERCENTAGE OF IMPERVIOUS AREA PROPOSED: 58 %
~ Jo ! .y,, 1 ; ,1 ~ ~ F k Q a~ ~ A ~ V, 4 ~ r SPp Rp ~ ~ . \ / w K ~
o o J b} A~ I ~ r' G :r z / , , W C
~.L V ~ °Rr.. ? ~ _ i ~ .ro ~f ! \ ~ ~ L ~ r ; ` 1612 ,0,2 " ~ - NEW HUB REQUIREMENTS TABULATION W
-1 BASED UPON FACILITY REQUIREMENTS DATED: 12-18-07 ~v
. . ~ ~ PROPOSED FULL EXPAN. ~ ITEM REQ'D. PROV. REQ'D. PROV. ~ N
~ r. r; - Q m C7
OE TR ACREAGE ~ ~g
;~..X o IMPERVIOUS AREA 3,184,955 S.F. X zN ~X~ NON-IMPERVIOUS AREA 2,438,817 S.F. X
I r. _ ~ ~ - ~ k'~ \ IMPERVIOUS PERCENTAGE 5$% X ° e~r«
. 1 r p " I -.tti! ; fN _ j~ ~ ~ TOTAL 5,466,378 S.F. ~ U~"" 'C •s
p 1 ! rte' i I f/f~. l/~ j~~ Z oZtl~0 E9 f I
! ~ ~ , ...'.'.~f.'.' ~ I r; ' "'emu F ~ I i ,L _ ~ BUILDING (S.F. AREA) ° °~;,m r x
1 .l .,..,.t J r~ ~ t~ Ai (I F; r g r~cZE~B_,~1 < ~ . ~ tgC{S pAr~t;',~, ~ r,~" t., y. ~q ~ ' / DISTRIB. CENTER/P & D 403,6605,000 X ~ ~~p~ MEZZANINE X X
GENERAL OFFICE X _ X _ X _ X H~
~.J. ~ I o MAINTENANCE X X ~ ~ ~ ~ ,~~I~ TOTAL 408,660 X
~ I ` I \ rr ~ 46 ' 1~ ~ r . ~ ~ ~ ~ ~~F.~ _ y_ r,N ERR ~ f r t
~ ~ 1 I " GARAGE
1, ~ 't~ ~ 1 i j~ ~ _ % ~ ~ ~ ~ ~ ~ SERVICE BAYS (NO.) 3-6,778 5-10,778 0 Q . ~ ~ 1 x GARAGE OFFICE (S.F. AREA) 442 442 ~
I ~ i r5„ ~ ~ A 1. .n ; l ~ \ ~ / a ~ r ~ ~ `~I ~ TOTAL (S.F. AREA) 7,220 11,220 ~ r
~ J ~ V~~,, + ~ I ~ ~ ~ ~r \ _ ~
~ .+vrr..' ~ 'fit ~ ~ ~ ~ ~ ~ 1 ~ GATEWAY BUILDING (S.F. AREA) 2,689 2,689 ~ ~ j ~ , ~ o
mot. ~ ~ j / ~ ~3cn ~~o ' ~ - ~ ~ PARKING (SPACES) ~ o XN
~po pad w \ 1`^~ ~ ! \ \ r ~ ^s_.,; ~ t I r~ C~~'~.. F >n K~ ~ N ~ Ul \ ~ ~ ~ ~ %n. tel. VI ~ m DR ~ 4 ~ 0 ! \ lMlye.. ~•Sf'r ~ ~ r r q" n~ j ` ` ' ~ ~ ' ` , I~ ~ o AUTOMOBILE TOTAL 461 482 948 950 w ca ~ 3 i
. - \ ' ~ N~, STANDARD 452 472 929 930 ~=z ` ; J° HANDICAP 9 10 19 20 ~ o ~ ~
~U~p NH y ~ ti ~ y . ~ ~ Leo ~R ~ wg ym w INBOUND STOP LINE 78 188 224 224 Q a o o ev
,rv: ~ dl~lFZ9 vii' ~ $ d ~ m z ~ ~ ` ~ ~ ~ ~ ~ f 1` - ARKtNG X ~ ~ ~ . ~ ~ SPOTTED 28') 15 24 45 48 ~ ° ~ ~ - ~ ~ ~ SPOTTED LONG TRAILER 47 70 135 136 s
y ~ .Fldi,~99k z~i~Yzciz N~u~ ~ ~ / r ? `v ~ ~ ~ ~ _ ~ u~v' ~a - & ~ ~ / OUTBOUND SINGLE PUP 131 136 333 339
4 i ! OUTBOUND LONG TRA(CER)- 4 X 11 11
~ l i~ 1 b abut ~ I I r, t ~y{(rte l: ~ - 1 ~ ~ r i ~ ~r ~ ~ ~ , ~ RELAY TOTAL 49 50 142 142 ~ ~a ~ ~ ~ RELAY SINGLE PUP) X X X X ~
B l9LZ6l MM .DS tSZB N Dry m~ ~ „ OS,ISZg N Pura ~ ~ ~ r ~ ~ ~ ~ , RELAY SINGLE 45') X X X X ~
51329' r ` ,"-s`'~°~.. ~ ~ ?~~4~
? ! ` ~ p ~ ~ r' ~ L ~ H TRACTOR 111 215 319 319 ~ ~ ~ L/ H DISPATCH TRACTOR) - X 8 X 8 ~r ~ ~ L / H DISPATCH DOUBLE)- 6 6 6 6
a~ \ V~=. I ~ I t ~PoSpyG aE G ~ ~ DOLLY STORAGE 111 141 319 357
~ ~ ~ DEADLENE 10 18 10 18 ~ ~~~Ll.i t ; . .
~ ~ FUELING
v o ~ v r 1 ~ ~ / N0. OF NOZZLES 12 12
v r ~ii~ a~ ~ ) CAPACITY (GAL.) X X
~I~a f 'gyp ~ I ~ ~}{ARE t_.-, ~ ~ ~ - ! ~-a„ ~ 'f' ~ / WASH FACILITY (TYPE) X X
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z 9 - 771C.0 03368 = SHEET NO.
3 a
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m Qy O Ew 0001.00
~ U O li nn IN ~
0] LATESTPRINT November12,2008 SUPERCEOESALL PREVIOUS 0001-OO.dwg

This drawin has been repared solely for ~ the use of ~edEx and t~lere are no
reppresentations of any kind made by Giffels of North Carolina PC/IfBI Group to
any party with whom Gi{fels a Norfh ~
Carolina, PC/IBI Group has not entered into a a contract,
W This drawing shall not be used for construction =
'l ~ purposes un"til the seal and signature of the res onsible registrant appears on the drawing,
_ r an~ raper ppermit forms and related fees are ® transmitted by fhe Owner, Qwner's Agent. ~r o
Contractor to the Authority Hawng urlsdlc lon,
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9
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- - NOTE:
ROADWAY ALIGNMENT PER ~ i ~
CONSTRUCTION DRAWINGS PROVIDED PROVIDED ~ ~ ~
BY TRIAD DESIGN GROUP DATED 4/16/0 ® v )ATED 4 16/08. r,-~~ ~ W
~ ` ,G ~ ~ z
GRAPHIC SCALE Call Before You Dig 1.800-632.4949 / O
60 0 30 60 120 240 . ; ` -
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v GARAGE = ;Q SEAL
0 - SHEET NO. SOUTHWEST 033687
D 3 ACESoCST . . . . . , . . . . , , . , . . . . . . . . . +r. . 11.00, SOUTHEAST
3 47) 220, F c,
m /rn v o> o \ C001,01
Y U. ~6
m LATEST PWNT November 12, 2088 SUPERCEDES ALL PREVIOUS 0001-OO.dwg

~ 1 This drawing has been prepared solely for (y the use of F®d€x and there ar® no
~ o.; ~ ~ ~ ~ k .F \ \ •",,,~j/O _ representations of any kind made by ~~U i l/ OFFjO~ N : ' aGnfYeisarty w fhhwhomlmG'lt'fels ~IBINorfhp to ~ lam` , ~ . , p
l al ~ F i ~ _ ^i .116.34' ~ ~ ' ~ ~ ~ ~ ~ Carolina, PC/181 Group has not entered into
t ~ 1 - , o a contract,
t-- ~I C ~,I ~ (1 I C I A c . i - OFFI ply ~ . This drawing shall not be used for construction ~ r 1
k ~ r N ..133; . a t. ~ 8 I ~ ~1 i ~ 120, ~ 1 NLL e /~a o purposes un"til the seal and signature of the y.,./ / ~ ~ 1ST responsible registrant appears on the drawing,
W 1. ° ~ ~ ~Q \ ; i / i' J a °f J' \ Uf • ~ ~ ~ and proper permit forms and related fees are ~ . transmitted y the Owner, Owner's A ent qqr ~
k y r a FUT ~ ~ / ; 01.0 G f / e , ' ~ / ~ `I Contractor to the Authority Having Jurisdiction. ° e !
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*HIE-CzALL CENTER i ( IN FEET ) ITL~11~ 687 - SHEET No. SOUTHEAST
Call Before You Dig 11 inch = 60 ft. ~ U -800-63 1-800-632.4949 C001.02
Ql 0
LATEST PRINT November 12, 2808 SUPERCEDES ALL PREVIOUS 0001-OO.dwg

This drawing has been repared solely for the use of 1~edEx and there ar® na
`y Sig Cr ` , ~ ~ / ®®'~\y o , ° ~ reppresentations of any kind made by
~ lOSO'~ I400' , a NI421'01" ® k\ ° ° Giffels of North Carolina PC/I®i Group to `k ~ ~ any party with whom Gi{fels of Norfh
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LATEST PRINT November 12, 2008 SUPERCEDES ALL PRE I®US 001-OO.dwg

ROADWAY BY OTHERS This drawin has been prepared solely for the use of tedEx and there are no
reppresentations of anyy kind made b it I ' ~ ~ Giffels of North Carolina PC/IBI Group to
s" I ' any party with whom Git'fels of Norfh
Carolina, PC/IBI Group has not entered into Z a contraot. W
J,-- _ This drawing shall not be used for construction ~
l-- - ~"v`~. I ! ~ I purposes until the seal and signature of the ~ ~ ~ res onsible registrant appears on the drawing,
_ _ an~ proper ppermat forms and related fees are
_ ~ ~ I ~ i ' ~ ~ j transmitted b the Owner, Owners Agent or ~ I £ Contractor to ythe Authority Having Jurisdiction.
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fn LATESTRUNT November12,2008 SUPERCEDESALIPRE OUS 0001-OO.dwg

This drawint~ has been prepared solely for
the use of FedEx and there are no reppresentations of an kind made by
Giffels of North Carolina PC/IBI Group to any party with whom Giffels of North
Carolina, PC/181 Group has not entered into Z
a contract,
This drawing shall not be used for construction ~ ti purposes un"til the seal and signature of the t../
responsible registrant appears on the drawing,
/ _ ~ > and proper ppermit forms and related fees are transmitted by the Owner, Owner's Agent or ~
'A ~ Contractor to the Authority Having Jurisdiction. °
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NORTH "'u ii ruo
LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS 0002-OO.dwg

This drawing, has been prepared solely for
the use of -hedEx and there ore no
reppresentations of any kind made by , Giffels of North ~orolina PC/181 Group to
any party with w om Giffels of North N Carolina, PC/IBI Group has not entered into
a contract.
This drawing shall not be used for construction N
purposes un-til the seal and signature of the 'T responsible registrant appears an the drawang,
® and proper permEt forms and related fees are ~ transmitted by the Owner, pwner~s Agent, or o
Contractor to the Authority Having Jurisdactaon.
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f ~ ¢ 1~,. , .
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ROADWAY ALIGNMENT TAKEN FROM .N FROM RIGHT-OF-WAY ARE BY OTHERS 64~5~
~ ~ WINGS PROVIDED CONSTRUCTION DRA PROVIDED ~ ~ . - ~ 6~ S9, w
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LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS 0002-OO.dwg

This drawing has been prepared solely for thepp use of FedEx andyy there are no
~ ~ ~ ~ ~ ~ t ~ ~ GiffelseofatNorthoCaaro(ina~nPC/IBIeG oup to
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This drawin has been pprepared solely for the use of ~'edEx and there are no
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any party with whom Giffels of North M Carolina, PC/IBI Group has not entered into a
® ° ~ - - a contract. z
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- _ A Call before Y®u Dig 1 800-632-4949 SOUTHERN RAILWAY ------__ROA,pwgy purposes un"til the seal and signature of the ~.J
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any party with whom Giffels of North Carolina, PC/IBI Group has not entered into
a contract.
This drawing shall not be used for oonstruction ~ 1
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any party wrfh w om Gi{fell orr North Carolina, j'C/IBI Group has not entered into z
a contract.
HATCH LEGEND JOINTING LEGEND W This drawingq shall not be used for construction i
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LIGHT DUTY ASPHALT PAVEMENT SYMBOL DESCRIPTION _ _ _ ~ ~ _ 0008.0 ~ ~ ® > and proper ppermit forms and related fees are transmitted by the Owner, Owner's A ent or o
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m LATEST PRINT November 92, 2008 SUPERCEDES ALL PREVIOUS 0003-OO.dwg

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r ~ LATEST PRINT November i2, 2009 SUPERCEDES ALL PREVIOUS C003-OO.dwg

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LATEST PRINT November 12, 2008 SUPERCEDES ALL P IOUs COD3-OD.Awg

ROADWAY DY OTHERS This drawin has been prepared solely far the use of ~edEx and there are no
reppresentations of any kind made by Giffels of Ngrfh Carolina PCjIBI Group to
any party with whom Gi{fels of North
Carolina, PCfIBI Group has not entered into o a contract.
_ , This drawing shall not be used for construction
purposes un°til the seal and signature of the 1~,J res onsible registrant appears on the drawing,
an~ proper ppermit forms and related fees are
transmitted b the Owner, Owner's qq ent or ~ Contractor toythe Authority Having Jurisdiction. °
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ROADWAY ALIGNMENT TAKEN FROM
CONSTRUCTION DRAWINGS PROVIDED
6Y TRIAD DESIGN GROUP DATED 4/16/08.
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a 033687 SHEET No.
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0003-05
° NORTH
m LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS CDDJ-DUAwg

This drawingc~ has been prepared solely for the use of FedEx and there are no
reppresentations of anyy kind made by Giffels of North Caro(inp PC/I®! Group to
UTILITY NOTES: any party with whom Git'fels of North o Carolina, PC/I81 Group has not entered into Z
a contract. ~
1. CONTACT TOM HALL [phone], FOR VAULT APPROVAL, BACKFLOW PREVENTER TYPE, EXACT LOCATION, AND lNSPEC110N REQUIREMENTS PRIOR TO INSTALLATION. A CITY OF WINSTON-SALEM This drawing shall not be used for construction
INSPECTOR SHALL BE PRESENT WHEN MAKING OR TERMINATING WATER CONNECTIONS INTO NEW OR purposes un-til th® seal and signature of the responsible registrant appears on the drawing,
EXISTING WATER LINES. ALL CONSTRUCTION, MATERIALS, ANO SANITATION PROCEDURES SHALL MEET and proper ppermit forms and related fees are transmitted by the Owner, Owners Agent, or ~
OR EXCEED THE REQUIREMENTS OF THE NORTH CAROLINA PLUMBING CODE AND THE CITY OF Contractor to the Authority Hawng Junsdecteon.
WINSTON-SALEM STANDARDS, SPECIFICATIONS AND DETAILS.
2. ANC LICENSED U11L1TY CONTRACTOR SHALL INSTALL THE 8" FIRE LINE WITH A B" DOUBLE CHECK SEE ELECTRICAL SITE PLANS,
DETECTOR ASSEMBLY TO CITY OF WINSTON SALEM STANDARD AND DETAIL CC-30 WHICH SHALL TiON PROVISION FOR TAMPER SWITCH WIRING FROM BUILDING TO
INCLUDE A FIRE DEPARTMENT CONNEC , R ATMOSPHERE. IF DRAINAGE CANNOT BE ~ VAULT, AND POSITIVE DRAINAGE TO A CATCH BASIN 0 ~ E100.00-E100.05, FOR m
OBTAINED AN APPROVED ABOVE GROUND INSTALLATION IS REQUIRED. ALL PIPING SHALL BE DUCTILE
IRON MECHANICAL JOINT WITH MEGA LUGS FROM THE CONNECTION AT THE MAIN TO A POINT OF AT ; ~ ° ELECTRICAL LAYOUT.
V OF THE BACKFLOW PREVENTER. -FT PAST THE OUTLET VALE ~ \ LEAST 5 NOTE:
M TIC WATER SERVICE CONNECTION OFF 8" FIRE SERVICE LINE WITH 4~ MCT II METER, WHICH 3. 4 DO ES ~ ROADWAY ALIGNMENT TAKEN FROM
lES TO . j;,~ SHALL INCLUDE REGISTERS THAT READ IN CUBIC FEET AND MANIFOLD DOUBLE CHECK ASSEMBL z~ CONSTRUCTION DRAWINGS PROVIDED
AND DETAIL CC-14 AND CC-22 WHICH SHALL INCLUDE POSITIVE N ALEM ST D ~ z~ - AN ARD CITY OF WINSIO S _ RAINAGE TO ATMOSPHERE OR CATCH BASIN. IF POSITIVE DRAINAGE CANNOT BE OBTAINED, AN BY TRIAD DESIGN GROUP DATED 4~16~08.
D APPROVED ABOVE GROUND INSTALLATION IS REOllIRED. EXISTING
T INSTALLED OR RELOCATED SHALL MEET OR EXCEED CITY OF ~ _ VAT HYDRAN S ' 4, PROPOSED PUBLIC OR PRI E FIRE HYDRANT 1 a;, W
~ ~ WINSTON-SALEM SPECIFICATION AND DETAIL TO INCLUDE HYDRANT TEE, VALVE, AND WINSTON-SALEM BY OTHERS - ~ ~
THREADS. PRIVATE HYDRANTS SHALL BE EQUIPPED WITH A DOUBLE CHECK DETECTOR ASSEMBLY AND z;
r SHALL BE PAINTED RED. ~ Z O
K WITHIN RIGHT-OF-WAY NCDOT ENCROACHMENT REQUIRED -CONTACT [phone] ~ 5. FOR ALL WOR EXISTING , I= U
A B-PERMIT APPLICATION SHALL BE COMPLETED FOR 3" OR LARGER WATER CONNECTIONS AND ALL 6. FIRE HYDRANT
FIRE LINE CONNECTIONS. NO WATER TAP OR BACKFLOW PREVENTER INSPECTIONS WILL BE PERFORMED (BY OTHERS) _ . ,i• EXISTING ~ ~ FIRE HYDRANT o 0
WITHOUT THE COMPLETED APPLICAITON. CONTACT TOM HALL [phone]. 7, SEE ELECTRICAL SITE PLANS, Ei00.00-E100.05, FOR ELECTRICAL LAYOUT. (BY OTHERS} ~ o
8, SEE PLUMBING PLANS FOR MORE EXACT LOCATIONS OF LATERALS.
. _ w, ~ - - 9. SEE SHEET CD08.05 FOR STORM STRUCTURE DATA TABLE. i.' - co ~ C~
- 7 11-36 FOR EXACT DOWN SPOUT LOCATIONS. ~ 10. SEE SHEETS 07-07011-31, 07-07011-32, 07 0 O _ _ RQ~DWAY ili ,t~ ° ~ ~ ~ o ~a . _ _ _ Q _ _ - N
11. ALL FIRE MAIN CONNECTIONS AND PIPING SHALL BE INSPECTED BY THE FIRE MARSHALL'S OFFICE ~ zt E"' ~ ' _ - w v., - _ _ - - - 19
COVERING OR THEY SHALL BE UNCOVERED AT NO EXPENSE TO THE TOWN OF KERNERSVILLE, e~ PRIOR TO v. ~ - t. _
FOR INSPECTION. - ~ _ ~ " - . GIVEN PRIOR TO ANY INSPECTIONS REQUIRED BY THE FIRE rte'` - ~ - i 12. A MINIMUM OF 48 HOUR NOTICE iS TO BE f
MARSHALL'S OFFICE. -y~.-'.-° ; o m
FIRE HYDRANTS SHALL NAVE NATIONAL STANDARD THREADS. GAS METER 13. ALL PUBLIC - z ~ o W Z Y W { W
. 14. ALL PRIVATE FIRE HYDRANTS SHALL HAVE NATIONAL STANDARD THREADS FOR 2 1~2 OUTLETS AND - U d K S N ~ ~ U
-y-~~- - _ _ r 5" STORZ CONNECTIONS FOR PUMPER CONNECTIONS AND SHALL BE PAINTED RED WITH REFLECTIVE
_ _ z STRIPING ON THE DOME. _ - - e~O< 0 0~ `o a~
0 °mn
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~ ATURAL ~ ~ ~ 6N ~ 7 - FIRE LOOP _ ~ k ~ i / o0o Storm Structure Number o o U *6NM / N c~"~
~ ~ ~ ~ GAS TYP. l~ ( ) ~ ~ ~ ~ / w ~E..; ~ UUVN
' ~ ; ~ ~ Il DO TIC LI k ~ ! r A Existing Sanitary Sewer ~ 4=~~ go o Ca+Am
~.,I,P. ` r ~ _ ~ New Sanitary Sewer ~ ~ x
~ ~ ~ ~ , I ~ FS _ fir, I rrr` ~ it ~ rl \ r • . ~ m~~LL
00o Sanitary Structure Number a
~ - - - - - - Utility & Drainage Esmt.
~ ~ ~ FIRE HYDRA x ~ / A
~ ~ ~ b , ~ _ \ _ ~ q \ TYP. - - Building Setback Line fl
o. ~ a ( ) E / 1ST' _ I -~''d~-~---~-~~g-- Existing Water Main Q
f a Q ~ ~ ~ ~ ~ ~ r
~ \ - w w- New Domestic Water Main Q w
_ . ~ -w w- New D.I.P. Fire Water Main ~ ~ ~
, _ , X~
~ c~ W ~ i W z ~u~' Existing Fire Hydrant
°
f 1 ~ New Fire Hydrant ~ z o o N
SEE UMDING PLANS FOR ~ _ ° ~ Existing Water Valve ~
a \ \ 88 ' ~ IY4!! RE EXACT LOCATIONS
i ~ N New Water Valve
l i I , ~e o ~ X OF LATERALS. ~ ~ -G G New Gas Main ~
a ~ z a ~ ; J gym;,..
1 ~ \ 0 ~ • 3 ,.1 / ~ ~ - - - Existing Gas Main
~ ~ e..,. ~ ~ a ~ ~
/ ~ NOTE: SEE SHEET E E New Electric line
~ A~ _ ~.r,. ~ a ~ ! ~ l I % 0008.05 FOR STORM = Existing Electric Line
, . . ~ r STRUCTURE DATA TABLE -T T New Telephone Line
~ ~ ~ ~ t - t ~ , . ~ ~ . 1 ~ „ ~ ~ / ~ - - - - Existing Telephone Line r. ~
_ _ ~ _ N ~ I Existing Fiber-Optic Line
r' y`r~-~. , , ~ ~ ~ ; , ~ ~ ~ ~ W y.~, ~
~ ~ ~ K~1 i . . _ . Existing Utility Pole
- _ ~
I ~ ~ D.E. Drainage Easement ~ r
1 ~ u.E. Utility Easement N
r ~ : f ~ ~ t ~ --E. ~ ~ ~ ~ °~o
~ ~ ~'I`IR~NYDRANT ~ 4 1` ~ - ~ r.-~ 3 ~ a ~ ~'r~ ~
~ ter.. , TI'P') ~ ~ ` ~ \ ~ `~`1''~. ~
° FIRE LOOP ~°T, ~ ~ ; oi;
~ ~
~ , j Q ~ Z m~~
~ ~ ~oAb r,~~ ~ v ~ ~ ~ / / VI'YU ~ r
.:r - ~ ~ ~ ~ ~ X~ .
...y~_ ~ goo ~ X k ~ , . Quo //'//~/f I / ./e l~t~~/+~ ~ ~ ~ ` ~ f ~ W l / ~LLO ll~~ ~ KEY PLAN U °
'~fIR~H~RANT ~ ~ ~j~//~i~~~,~ i r~~f~ ~ /jAk7 tM1.Li11~ / Z 6~ LO~o
TYP. ~ ~ k ~ ! a
~ ~ ~ ~ ~ ii l ~ t ~i.of a,.~i r t ~ ~ J Xa~' / ~ ~ LJ w
- a ~ ~ E i'I
- ~ i%i ~ ~ i,u ~?m
~ \ \ a ,w ~ ~ ~ / / / ~ F- o ~ N®RTH ~ z ®00
\ j E e. \ J / ~ ~
g ~ ~ o Q ~•_4 i f / i i i 1 I ~ o ~ , ~~i/f 1;, i~ W W Iwo
m o ~ e , . ~ ~ W @ ~ / - i i f ' ' ~ i / i i ~ ~ SEAL ~~~1Ulltlll{flIIIIIIH(f!///Q/ ~ ~ ~
tv o \ / N r ~ V I . / j / ~ ~ Q`Q~~ ~ C A ~ ~~~i/~ ~ ~ O CL rc
,e ~ _ ~ ,
_ J N
3
mow[ f j, / 4 EAL % SHEET NO.
a )V449 o E o ; *HE-CALL CENTER 0 3687
N I 7, EAS
Cal Before You Dig 1.800-632-4949 0 0 _ 0 C004.00
~ o
~ O p Y LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS 0004-OO.dwg
m

This drawinccLL has been prepared solely for ~
® the use of,l~edEx and there are no representations of an kind made by
SEE SHEET 0006.00 Giffels of North Carolina PC/IBI Gr up to
an part wath whom Gi{fefs of Noah FOR ENTRANCE PLAN Ca~otina,y PC/Igl Group has not entered into
a contract. W
UTILITY NOTES: ' ' Sewer r~ New Fire Hydrant Existing Storm NOTE: This drawing shall not be used for construction purposes until the seal and signature of the
T TOM HALL 336 734-1518, FOR VAULT APPROVAL, BACKFLOW PREVENTER TYPE, EXACT cONTAG ( ) Existin Water Valve t ~_._ROADWa~I`ACCCNMENT TAKEN FROM responsible registrant appears on the drawing,
CTION REQUIREMENTS PRIOR TO INSTALLATION. A CITY OF WINSTON-SALEM New Storm Sewer 9 LOCATION, AND INSPE 0 NEW OR - ~ and pro er erm3t forms and related fees are - CONSTRUCTION DRAWINGS PROVIDED ~ 12" TAPPING transmitted y the Owner, Owner's A ent r o
PECTOR SHALL BE PRESENT WHEN MAKING OR TERMINATING WATER CONNECTIONS INT alve INS MEET ture Number N New Water V - - _ - Contractor to the Authority Havong Ju~ssdic ion. ~ a BY TRIAD DESIGN GROUP DATED_4~6f6~.~ sLEEVE & vALVE
CONSTRUCTION MATERIALS, AND SANITATION PROCEDURES SHALL o0o Storm $trUC EXISTING WATER LINES. ALL ~ TY OF _ _ ,,t~
OR EXCEED THE REQUIREMENTS OF THE NORTH CAROLINA PLUMBING CODE AND THE GI G New Gas Main ' i Sanitar Sewer ~ G WINSTON-SALEM STANDARDS, SPECIFICATIONS AND DETAILS. EXlst ng y - EXISTING
HALL INSTALL THE 8" FIRE LINE WITH A 8 DOUBLE CHECK NTRAGTOR s EXisting Gas Main 2. ANC LICENSED U1ILITY CO HALL ~ New Sanitar Sewer - ~ m FIRE HYDRANT ~ _ ,
MBEY TO CITY OF WINSTON SALEM STANDARD AND DETAIL CC-30 WHICH S y _ DETECTOR ASSE I {8Y OTHERS) - ~ , ~
ION FOR TAMPER SWITCH WIRING FROM BUILDING TO ~E E New Electric Line INCLUDE A FIRE DEPARTMENT CONNECTION, PROMS o0o Sanitar Structure Number
ATCH BASIN OR ATMOSPHERE. IF DRAINAGE CANNOT BE Y VAULT, AND POSITIVE DRAINAGE TO A C - EXisting Eleetnc Lme IRED, ALL PIPING SHALL BE DUCTILE ~ ~L~.-~~~ - 4" WATER METER
OBTAINED, AN APPROVED ABOVE GROUND INSTALLATION IS REQU _ - . _ _ Utilit ~ Drama a Esmt. . NNECTION AT THE MAIN TO A POINT OF AT Y g A EXISTING R/W -
IRON MECHANICAL JOINT WITH MEGA LUGS FROM THE GO .T T New Telephone Line T 5-FT PAST THE OUTLET VALVE OF THE BACKFLOW PREVENTER. - Buildin Setback Line t. a.
LEAS R WHICH g FF 8 FIRE SERVICE LINE WITH 4 MCT it METE , _ EXisting Telephone Line
3. 4 DOMESTIC WATER SERVICE CONNECTION 0 R GISTERS THAT READ iN CUBIC FEET AND MANIFOLD DOUBLE CHECK ASSEMBLIES TO _ - A~_-~ EXisting Water Main SHALL INCLUDE E L INCLUDE POSITIVE GAS METER 8" VALUE
TAIL CC-14 AND CC-22 WHICH SHAL _r Existing Fiber-Optic Line CITY OF WINSTON-SALEM STANDARD AND DE ~ - - GRAPHIC SCAL E 25,000 CFH DEMAND, 10 PSIG
ITIVE DRAINAGE CANNOT BE OBTAINED, AN --W w- New Domestic Water Main DRAINAGE TO ATMOSPHERE OR CATCH BASIN. IF POS Existin Utilit Pole GAS DOWNSTREAM OF METER ~ zoo _ J 8.' DCDA
IRED, _ _ _ _ g y o ~ eo iso APPROVED A80VE GROUND INSTALLATION IS REQU W- New D.LP. Fire Water Main so
TE HYDRANTS INSTALLED OR RELOCATED SHALL MEET OR EXCEED CITY OF W 4, PROPOSED PUBLIC OR PRIVA N-SALEM p.E, Drainage Easement ` ~ - , _ - `3 F.D. CONNECTION ~ y P~ ' c^ z
NSTON-SALEM SPECIFICATION AND DETAIL TO INCLUDE HYDRANT TEE, VALVE, AND WINSTO Fire H Brant W A SEMBLY AND _ Existing y RIVATE HYDRANTS SHALL BE EQUIPPED WITH A DOUBLE CHECK DETECTOR S U.E. Utility Easement THREADS. P (Irr F'EEfi „ o
SHALL BE PAINTED RED. R ~ ~ 4" BFP ~ FIRE LOOP ~ ,
- NTACT 336 703-6600 1 inch = 60 ft. N RIGHT-OF-WAY NCDOT ENCROACHMENT REQUIRED CO 5. FOR ALL WORK WITHV , o. ..-..r.~ ,w rn ~ ~ I ~ ~ 4" PVC
- RMIT APPLICATION SHALL BE COMPLETED FOR 3" OR LARGER WATER CONNECTIONS AND ALL 6. A B PE CTIONS WILL BE PERFORMED I~~~1t~ _~'"y- ~ _ ~ DOMESTIC LINE ~ o ~ - v, U
FIRE LINE CONNECTIONS. NO WATER TAP OR BAGKFLOW PREVENTER INSPE `-~p RUB / ~ ~ ~ ~ 'i , ~ ~
N. CONTACT TOM HALL 336 734-1518. OMPLETED APPLICATIO ~ ) i 1 TOP FACE OF BRASS DISK WITHOUT THE C ~ / 24' ll,E. / '
ITE PLANS E100.00--E100,05, FOR ELECTRICAL LAYOUT. ELEVATION: 962.15' (N.A.V.D. 88) ~ ` 7, SEE ELECTRICALS ~ N 866256.29 I
OF LATERALS. T LOCATIONS - ~~rW 8, SEE PLUMBING PLANS FOR MORE EXAC o ATA TABLE. ® o E 1693433.87 - ~ - - - II N ~ ~
9. SEE SHEET C008,05 FOR STORM STRUCTURE D ® / WN SPOUT LOCATIONS. SHEETS 07-07011-31, 07-07011-32, 07-07011-36 FOR EXACT DO u
10. SEE sHALL's oFFiGE 1-800-632-4949 _ Y THE FIRE MAR YOU DI ALL FIRE MAIN CONNEG110NS AND PIPING SHALL BE INSPECTED B Call Be#ore g - 11.
HALL BE UNCOVERED AT NO EXPENSE TO THE TOWN OF KERNERSVILLE, PRIOR TO COVERING OR THEY S - _ _ . , _ 46~ 15' D.E. ~ >
_ - - FOR INSPECTION. -"~___il,_
IS TO BE GIVEN PRIOR TO ANY INSPECTIONS REQUIRED BY THE FIRE _ 12. A MINIMUM OF 48 HOUR NOTICE ' 3 1 FIRE N~. w Z l Rq ~ w W
MARSHALLS OFFICE. ~ _ _ Y - - ~ ~ ~ s ~ a o U
13. ALL PUBLIC FIRE HYDRANTS SHALL HAVE NATIONAL STANDARD THREADS. _r TANDARD THREADS FOR 2 1 2" 0l1TLET~- AN[~~~ ~ - - _ g'~C _ ~ ~ t i i i i ~ c'w i ~ ~ ~ ~ o ao
~ X66' ATE FIRE HYDRANTS SHALL NAVE NATIONAL S r 14. ALL PRIV L R~D WITH REFLECTIVE ~~~y-~ " ~ - a ~ ~ s ~ _ ' '"_'mu~Di ' , ~r
5° STORZ CONNECTIONS FOR PUMPER CONNECTIONS AND SHALL_~E ~~AfNTED _ _ y..~# FIRE LOOP ~ ~ c
STRIPING ON THE DOME. ~ ...9--- y. '6" NATURAL ~ t j1_ ~9U~~
_ , / a 1 ~ d - ~ ~ ~ ~ < a a. ~ . ~ GAS (TYP) ~ ~ ~ ~ ~ ~ ~tmp
a - ~
4 _ , / a ,F ooo®« a ` gasma ` u r~c>r3,. c
i k - / s
GAS USE j 3 i ~ Q~ o i h ' i ~ ~ i
x-\\.
/ ~ ~ ; x
X~x / k X
x~ ~ ~ _ ~ J ( ~ 1 t > i 3 ~ U
/ r . ~ 4„ PVC o n
~ 5 ~ w / / ~ r$ ~ , O N
\ ~ ~ r . ± ~ ' DOMESTIC EIN I 111 r( S I ~ I ' I ' ~ NN
,r ' , a
o X J--~ ; ~C'N,~ I ' f 'RCN
~ ~ ~ _ ~ - \ ~ ~ r ~ ~
o ~ \ , ,f 111 1 ! UUYN
\ ~ ~ ~ 'v ~ ' + / ~ ~ 1 ~ e~ 1 I _
k \
~ ~ ° . x !llttt i lJ
- / ~ ~ ~ ~
k- r _ r J" - i n o
rY l ~ 1r p / ° ~
k` ~ /.1 HYDRANT FIRE , - _ (TYP.)
k,~ " - r, ~ ~ ~ a _ r'
_ 7 ' r
kr r 1 _ 4i ! so' F1Rf NY ~UI~~~AY ~ ° ~ ~
~ r ~ IS. I ~T YP.) DRANT ZDINC X\X ° ® ~ ~ ~ ~ ~ o
k r,"Y` l - ~ ~~F ~ ' 1 ' 11 d ~ B"CAI: X~°X ° ® ~ w z a ~ ~
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~ ' - ~ ~ ~pRIV A 5' .E. G ~ 15 G0. ,®e\x~x'`°°~X ® \ ~ ~ ~ o ~ c ~
~ k- . ~ - ~ ~ / _ _ GqS ~RAt e X~
r , ~ ~ ~ d.- , r ~ FIRE LINE ~ rs,~ ~ ~ ~ a F ` t _
k ; , - ~ - t. \ ~ ~ 400 8 D.LP. r
l= ` VO ~ IR LOOP
, k' -1 ~ ` ' ea ~ ~ 2 45 ' P~ / 3 4p U.E. ~ W ~ \oU~r ~ ~i
_ .d- ~ l 1 ~ , gip- f , ~ Q ~
r ' l . Y ~ 4 ~ - r - a2 y 4, ?
, k - PIP ~ r / ' , ~ / C ° T1 20 ~ ~ 3 / AD~INISTRATI ~ , ~ {
I rt ~ _ ~ ~ , CAT ~5 ~ ~;r- ~'E~ W G~ \ a \ P~U` I~ ~ ®FFICf . ON • W W ~ ~ ca 4 r
- ' y k. ~t ~y. ~ 1 Q F ~ ~ - - G ~ ~ PUS: ' \ • . ~
f- ~ ~ a. r s" (qr. ~OMfS~jC (1 ~ E .
k , H _ ~ ~ ~ HD ~0. 12~~ PVC w~ fi / i ~ ~A( n ~ 4t W W ~ !1` a > ~ ~a FIRE LINE N~ 8» ®.l a
c->- ~l OF lY PIPE C~, Fj ; CI r ~ y k' - y - - ~ ` DOWN SPOUT ~ ~ r Q a ~ ~ , tom. 1~, PI F ~P A
sex. ~ ~ ® ~ ~
7." 1 . ~ TIE 1N TYP. ~ es ~r t ~ pf'~, _ f
~ ~ ~A ~ ~ ~ e m i < as • ~ , ~ TRENCH DRAlN TO d / ~ ~ ~ A SLOPE ~ 1.0% (E TO W) ~ w
k ON ~ P / - p f..,-- FERE LOOP r . ~ rs~ p~ s ' NORTHEAST ~ g
\ ~ •F E. ` ~ p r r .l
1 • i , w' ~ ~ ~ ~
k' , ~ l~ h ..:'7 . . . % - / ~ j ~ %!i,;~' GATEWAY v°~
n~~\~~. :.1~~~. / l.r _-r ~ ~ DOWN SPOUT . ~ ~ , , . , . ~ BUILDING . . ~ ~i ~ ~ ' ~ WASH . . CONTRACTOR TO TIE IN . ~ , ~ ~ . 1~ / ; j , ~ f ~ % ~ I- ~
~ ~ , : ~ v / ~ ~ . fN TYP. ~ ~ CONT _t~ - ~ 11E ~ . ~ .
w~ d `\`~,.Ai', ~ _ A ~ . ~1 ~ .DOWN . ~DOWN'.SPOUTS TO~TRENCN . ~ i - ~ , ~ ~ ~ ~ BUILDING Q ~~a
~ ~ T m ~1`~~~`'~1 Y U ~ - / ~ DRAT S ~ YY ~6/ ~ ~ ``u ~ ~ 6~ ~ w
t~ I
~ ~ , ^ ~ , ~ j.
E ~BUTtER CONSTRU TI r CONSTRU~TION~ ~ , ~ . ~ . ~ , ~ ~°a ~ ~ ~
~ / ~ ; ..PLANS ~ SHEET ~0~-07 11~ ® ~ ~~a T ~0~-07811-36 ~ . ~ ..t, ~ . ~ o. WWI
3 ' l - ~ ~ SPOUT LO~ATI ...FOR. DOWN . ?BUT LO~ATI~NS ~ ~ . ~ ~ `.w,~` v~
t .&D.
a :-...21~'~OF ' ti. . F~ ~ \ " . 78
~ ,.~4
CI \ ~
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v °oo . ~ ~ ~ GARAGE sue. °
~ ' a ..U . r 1 ,~.~.~,~.~.~.~,~_~.~.ri..~.... SOUTHWEST ~~~,"~~~~~~~~,e~~~~~~~„~~~~,,,,,,, ~ ~ o a~~ o cap % d ~ w
. . ~ , °0o r . SOUTHEAST ~ ~ Z
fr ~ N
O D 1 J f . 0 3 As , KEY PLAN
D.E. f 1 '\J 4 SEAL SHEET No. 1' = 33687 -
N ° I
y 0004.01
° (AT W o RfSj . . . . . ~(fA / RO wour oM t . t ~~t
1 3 / 4.CAr
1 NORTH
3 LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS 004-OQ.dwg
l l a f

This drawincL has been prepared solely for the use of ~FedEx and there are no
reppresentations of any kind made by " ~ ~ ~ ~ W v \ Giffels of Norfh CaroligQ PC/IBI Group to
/ ~ _1 P 7`~ / 2 ~ 0 j 5 / f I? any party wath whom G~{fels of North 0 qp , • Carotins, PC/IBI Group has not entered into Z
fiy~~ 3 ~ MIN~ST~AT1p ` W 1. a contract. ~ ~
- e _ u.e ~ / _ _ Q / oFFr~ N W ~ ~ E • ' This drawing shall not be used for construction x
_ / ~ : i }t' 1 ! ~ ( ~ ~0. n ~ ~ Ca purposes un"til the seal and signature of the \,_,J ~ ~ • • . responsible registrant appears on the drawing,
_ / o \ 6"(qT • e and proper ppermit forms and related fees are ~ e ° ~ ° transmitted by the Owner, Owner's Agent or ~
k / ~ _ " ~ n COCgt 12 PVC _ , pFF cry PIPE e I v. 0 / - , a~ • Oontractor to the Authority Having Jurosdiction.
/ ' ~ DOWN SPOUT N ~ ~ ~ 1 a ~ ~ ~ , , kj / TIE IN (TYP.) r® a C~ ~ lg • , ~ ~ ¢
(qa / ~ ~ ~ ~ a a / ~ F 0 n ~ , • d M/
;U ~ /f e ~ f ((p! ~ t ~ \j f a r a o
, s / ~ N a < a v ` j 8.
~ e ~ / e \ 0 f ~ /
_ uF r lea / ~ J dI ~ •
/ 1~ l 4. a~ . <,a ~ ~ . .
/ i ~ ~ , ~ _ ~ a ' ~q ,
/ ~ ~ ~ DOWN SPOUT C < V ! < dv a
\ f _ ~ ~ TIE (N (TYP.) CONTRACTOR TO TIE IN ~ ~ \ ~ /o~ ~ ~ ~ ~P~T T ~TRNN tl C a a a~ < e
m - ~ - ~ ~ DOWN, S OU S 0 E C / az \ ~ ~ ~ S r a r DRAIPIS .TRENCH DRAIN TO ~ ~ 4
/ I Q 4 a ~
f , ' ~ 1 J' O i . .SEE BUTLER CONSTRUCTION .SLOPE .1.Q% .(E.TO W) . \ a ~ ~ 16'U\~~ ~ a ° d (n
~f- ,I- ,._.1S,o src o ' M \ F~B~ ~ a PLANS SHEET 07=07011-36 r; . ~ ° a -
~ / n / _ ~ ~A ~ S D.LP. ~
FOR DOWN SPOUT LOCATIONS r FIRE LOOP / ~ < f- ~ G ~
~0 4 Ba.
~d, _ ~ P \ ~ z, ~ ~o OF ~ , ~ OFFj G P~'~ ~FF!Cf \ e a o
~ ~._RCP ~f G . N ~ ~ ~a
~ . , 0
~ _ a / ~ `
o ~ ~ ~ ~ ~ ~ ~ ~ ~ Q
/ ~ i V ~ f r N !I
6 SANITARY LATERAL TO TIE / _
l INTO, BUILDING FLOOR DRAIN. N a w ~ ~ ~ r <e a
. a 3 ~ SEE sHEEr Plo4.o1 ~ SEE BUTLER CONSTRUCTION ~ o
/ , _ N DOWN SPOUT . _ ~ ,Q PLANS, SHEET 07 07011 31 a ~ ~ i z ~ o 1~ r
~ \ TIE IN TYP. 4 ~ a ~ ) FOR D WN P T OCATIONS f _ ' ~ ~ ~ d ~ o
l o sou ~ ~ ~r. w \ o ~ ifs C(fgNpa r Rpp T ~ . i1 `
/ Uj M V G l ~ r . \ °B~
/ / i co. i ~ ~ ~m~ ~a~ \ ~r
.A 0. ~ / ~ n \ c aoo y umw~~ w o a .~3p' U f v 3Zmrn Z
~ 'b p ~ 12 PVC t ~ //nom~ ~ C7 / a o ~~w r a
Q / J PIPE >~U . \ / r ~ . / UR ~J Cam,. a~.4 f tea. • L t ®.}.f VI
/ n XPgN DING / , ( ~ ~ ~O,y a ®o`o_x o
N / ~2 PVC PIPE /3 ® fi,T~ CONTR-ACTOR TO TIE f i LOL 0 6 u c R a ~ .,{~I f ~roor-cam L •C a < t
/ r a . s. 4'Cgr 1 ~20 ~ o
/ / 0! ~ ~ TRENCH DRAINS INTO c / ~ ~ SEE BUTLER CC ewq , Q 4 / r f t r MH 32 V / 1 IB J J f~ t i r~ ~ ? ! i - - _ fl v c~ DUTLER ,CONSTRUCTION . ~ ~ a ° ~ • «
~ fpARA 3 l l h r ~ , i ~ _ PLANS SHEET a / NUe ~ a ~ ~ m NS SHEET 4747411-32 ~ ~ , PS. a a
/ o / ~ •43 ~ , L DOWN .SPOUT LOCATIONS ~NV,~95 ^ 4 ` ~ ` , a ~ ~ c Q w
l ~ W ~ r ovti o ~ \ ~ v . ,a ~ W
. /N 1 a ,
~ ~ o U,F ~ 1 a TRENCH DF ~ ~ ~ f TRENCH DRAIN TO ~ I a U SLOPE. ~ 1.0% (E TO W~ ~ ° l d Q
~s~ ~ / ti,;~ SLOPE. ~ 1 \ D <v o I? ..i. ~ MA1NT . 9 , ~NV'$9g p J 8ry UN~FRdRq~N 5 4 ~ c~ ~Q
~ ~ ~ / \ / ~
O TRENCH DRAIN TO a b < ° • ~ ~ ~ ~ ~ ~ ~ ~ SLOPE @ 1.0~ (W TO E) ~p ~ ra
~ \ \ a ~ ~ . I 1 1r.Q d ! ~ ~ O.' ~N 1~" ~ ~ D
~ ~ ~ ~ W t i l I~ r C C I O~ f l~ f tt{ ~
~ ~ ~ 4 / ~ p m ~ \ ~0' e v K41( p ~ 0 6~ j ~ t + ~t ! U v°UacMi
~ ~8 15' U • off. CONTRACTOR TO TIE IN ~ 0W ~ ~ l t l ~ O ~o»h ~;c.~ ~ ~ z mn l ~ ~ G.r, G e 1 o e~ i i
~ RIVq~ ~ ~ DOWN SPOUTS TO TRENCH ° n ~ ~ ~ ~ ~ \ ~ 1Q ~ w~~ ~ ~ ~ DRAINS ~
~ ~ \ ~ 2S ~ ~ 8 D.LP. ! 88j3 / ~ ~ a A
~ ~ R ~ ~ ~ FIRE LOOP ~ i6
~ ~ ~ ~ ° - o / ~ ~ ~ ~ f~ A ~ ~ ~ a F~ C7
/ ~ a \ / / v ~ \
~ ~ 8 / p l ~ ~ A
\ 41 a. , ~ ~ F h s5, / / ~ 1 ~ 1- f ~ ~ ~ ~ ~~q r `r`.., r r O
~ \ \ ~ ~
/ / , \ \ ~ ~
~ ~ ~ ~ a. a ~ a z," ~ ~ ~ ~ f r - ~ ~ > c ~ ~ f \ ~ \ \l ~ Dap
C \ I \ a f S
~ Nt!a8e~ \ N p 0~
~ / \ V ~ ~ P ,ti~ti ~0, t b ~ ~ ~ p'} ~ r r V \ J D N 1 '~ifr.~ ~ r~ ~ ~ 3Q' \ ~ ~ Cj Z O c
\ \ ~ ~ ~ ` / /
a ~ 1 ~ , ' ,t rt`f, 'c~~tgr. w~ U~ (pRiv w ~ w . ~ _ ~ ~ ' ! ( F ~ ,,ti,~~~ ~ Nq'EaT ~
~ \ v , ~T ~ ~ !f l f~ i i URA g ~ i'~ ~
\ \ \ \ ~ ~ ~ ~ ~ \ w~ ~ ~ ~ r z ~ i f ~ ! EXPgNS1U~~OlN~ r ~ ~
~ ~ ~ ~ ~ * ~ f f
\ \ ~ \~f; _ 1 ;
\ ~ \I
~s \ ~ OF x~-..._ w -~~f 1 i'1 ~~t ~ ~ t
\(pU8 k\X
\ \ ~ \X~\` w....... _ X ~ ~ a~, A r ~ _ ~a,
UTILITY NOTES: \ ~ x~
\ ~ 1. CONTACT TOM HALL 336 734-1518 FOR VAULT APPROVAL BACKFLOW PREVENTER TY
) ~ ~ LOCATION, AND INSPECTION REQUIREMENTS PRIOR TO INSTALLATION. A CITY OF WINSTON-SALEM ~ ~
INSPECTOR SHALL BE PRESENT WHEN MAKING OR TERMINATING WATER CONNECTIONS INTO NEW OR FIRE HYDRANT \X .`216, ~ \ 4~ OFD ®QQ ~ ~a a, ~ ~ ~ ~ `k ~ RCP 6 P~~ ~ ~ ° ~ ~y
EXISTING WATER LINES. ALL CONSTRUCTION MATERIALS AND SANITATION PROCEDURES SHALL MEET ~ TYP. , ~ ~ J \ -
OR EXCEED THE REQUIREMENTS OF THE NORTH CAROLINA PLUMBING CODE AND THE CITY OF ~ ~
WINSTON-SALEM STANDARDS, SPECIFICATIONS AND DETAILS. n ~ ~ f. ~ ! f t'Ef l ~ \ \ 1 V _ r ! f ' J if d~ ~
2. ANC LICENSED UTILITY CONTRACTOR SHALL INSTALL THE 8 FIRE LINE WITH A 8 DOUBLE CHECK ~ ~ ~ DETECTOR ASSEMBLY TO CITY OF WINSTON SALEM STANDARD AND DETAIL CC-30 WHICH SHALL ~ r. i? rJ f~ rf ~
~ ~ ~ INCLUDE A FIRE DEPARTMENT CONNECTION, PROVISION FOR TAMPER SWITCH WRING FROM BUILDING TO ~ 1g' U. ~ ~ ~ r ' ' s D.I.P. r N <W
VAULT, AND POSITIVE DRAINAGE TO A CATCH BASIN OR ATMOSPHERE. IF DRAINAGE CANNOT BE ~ st~~) ~ / r ! ~o j \ ~ of
OBTAIN AN APPROU D A RO N IN TA A I N I R IR D. ALL PIPING SHALL BE DUCTILE _ - ~ ED, E BOVE G U D S LL T O S EQU E w
IRON MECHANICAL JOINT WTH MEGA LUGS FROM THE CONNECTION AT THE MAIN TO A POINT OF AT V
LEAST 5-FT PAST THE OUTLET VALVE OF THE BACKFLOW PREVENTER. ~ ~ ~ ~ ~ ~~O N ~ FIRE HYDRANT °
3. 4" i WAT RVI N FF WITH 4" M T II METER WHI H DOMESTC ER SE CE CO NECTION 0 8 FIRE SERVICE LINE G C ~ NORTHEAST ~~w
SHALL INCLUDE REGISTERS THAT READ IN CUBIC FEET AND MANIFOLD DOUBLE CHECK ASSEMBLIES TO ~ CITY OF WNSTON-SALEM STANDARD AND DETAIL CC-14 AND CC-22 WHICH SHALL INCLUDE POSITIVE ~-~s--- Existing Storm Sewer ~ New Fire H rant \ ~ ~ .s
ya DRAINAOE TO ATMOSPHERE OR CATCH BASIN. 1F POSITIVE DRAINAGE CANNOT BE OBTAINED, AN NORTHWEST ~ ~~N \ GATEWAY ~
APPROVED ABOVE GROUND INSTALLATION IS REQUIRED. New Storm Sewer Existing Water Valve a~w
1`~~e. 4. PROPOSED PUBLIC OR PRIVATE HYDRANTS INSTALLED OR RELOCATED SHALL MEET OR EXCEED CITY OF ~ .m„ BUILDING W j5, r.... e WASH U ® ~ o a
WINSTON-SALEM SPECIFICATION AND DETAIL TO INCLUDE HYDRANT TEE VALVE AND WINSTON-SALEM °D0 Storm Structure Number „ New Water Valve ''~~.U \RUS \ \ , Q o a BUILDING KEY PLAN Z
THREADS. PRIVATE HYDRANTS SHALL BE EQUIPPED WITH A DOUBLE CHECK DETECTOR ASSEMBLY AND
SHALL BE PAINTED RED. Existing Sanitary Sewer -G G New Gas Main GATE ° ~ q ~ ®f"~ 4 ~~a ~ ~ ~ HOUSE ` ! 0 Qo 0 ~ ~ 1- MV way
5. FOR ALL WORK WITHIN RIGHT-OF-WAY, NCDOT ENCROACHMENT REQUIRED -CONTACT [phone] „ New Sanitary Sewer ---G Existing Gas Main
6. A B-PERMIT APPLICATION SHALL BE COMPLETED FOR 3 OR LARGER WATER CONNECTIONS AND ALL 3 FIRE LINE CONNECTIONS. NO WATER TAP OR BACKFLOW PREVENTER INSPECTIONS WILL BE PERFORMED aoo Sanitar Structure Number -E E New Electric Line I ~ ~ ° -i ~3m
E Y ~1L'il V ~1.~ WITHOUT THE COMPLETED APPLICATION. CONTACT TOM HALL [phone]. ~ , ' ~ ` , NORTH ~ ~
7. SEE ELECTRICAL SITE PLANS, E1OG.00-E100.05, FOR ELECTRICAL LAYOUT. - - - - - - Utilit & Drains a Esmt. ~-__E._---_E_~~-~~~ Existing Electric Line _ _ a y 9 TOP FACE OF BRASS DISK ;S DISK ~ ; ~ ~4 p ~ ~ ®Y~
8. SEE PLUMBING PLANS FOR MORE EXACT LOCATIONS OF LATERALS. ELEVATION: 962.15' (N.A,V.D. 88) (N.A,U.D. 88) ~ f ~ ~ tt! W
9. SEE SHEET C0D8.D5 FOR STORM STRUCTURE DATA TABLE. - - BUlldln Setback Llne -T T New Telephone Llne N 860256.29 g ~ ~ ~ z~~ o~~_ , J` sue. ~ ~ ~ °
0 1 . H -0 11- 1, 0 -07011-32, _ o7-o7D11-36 FOR EXACT oowN SPOUT LoGATioNS. ~.------~-:r--.m--- Existin Tele hone Line E 1693433.87 _ ~ Existing Water Main 9 P
" 11. ALL FIRE MAIN CONNECTIONS AND PIPING SHALL BE INSPECTED BY THE FIRE MARSHALL'S OFFICE GRAPHIC SCALE , ~ ~ ~ ~~„~,~"u~~~~~~~~~~~,~,~,,,,, c~ o
" PRIOR TO COVERING OR THEY SHALL BE UNCOVERED AT NO EXPENSE TO THE TOWN OF KERNERSUILLE, - FYistinn Fihar-Mtir I Ina -W UI- Alew nnmee~in ~n~nr (~nin
n6n vvnivvuv nuwi muni^Y°^ y rd C` so FOR INSPECTION. dd0b~ so o 30 so 20 zao o 'I%''.
12. A MINIMUM OF 48 HOUR NOTICE IS TO BE GIVEN PRIOR TO ANY INSPECTIONS REQUIRED BY THE FIRE -w-W- Existing Utility Pole > New D.I.P. Fire Water Main 9 Y TRAILER. r_ SEAL
Z MARSHALL'S OFFICE. /V*19 9 ! m GARAGE: - sHeer No.
D.E. Drainage Easement o 13. ALL PUBLIC FIRE HYDRANTS SHALL HAVE NATIONAL STANDARD THREADS. Existing Fire Hydrant ® i CALLC ENTIER SQU,HT 033687 ( IN FEET)
g 14. ALL PRIVATE FIRE HYDRANTS SHALL HAVE NATIONAL STANDARD THREADS FOR 2 1/2 OUTLETS AND U.E. Utility Easement I inch = so rt. SOUTHEAST ticiN
5" STORZ CONNECTIONS FOR PUMPER CONNECTIONS AND SHALL BE PAINTED RED WITH REFLECTIVE Call Before You Dig 1-800-632-4949 0 X004.02 Ew s
U ° STRIPING ON THE DOME. H II iIN 1A1
LATEST PRINT November 12, 2088 SUPERCEDES ALL PREVIOUS CO04--dwg

l ' P IJ ® ~•X X ~ reepresentati nsd of andy tkind maden by
a ~ ~ ~ "4u ^rv U ~ +r 1 I x ~ This drawing has been prepared solely for ~ \
F 6" NATURAL ~ eX~ Giffels of North Carolina PCjIBI Gr~up to
~ any party with whom Giffels of No h Carolina, PC/IBI Group has not entered inta Z
{ 7 I fN 1 t ~ ° a contract.
6" NATURAL ~`n ~ ~C 1 o This drawing shall not be used for construction
G \ ~ 1 1 GAS TYP. ~ " I ~ , ~ a ~ ) - { ~ 3 a ; ~ o purposes un"til the seal and signature of the responsible registrant appears on the drawing,
~ a ~ A i~ and proper permit forms and related fees are transmitted by the Owner, Owner's ¢~gent, or o
Q - W Contractor to the Authority Having Jurisdiction. ~r
\ i, G ~ ,a
° o a t 'i ~ o ° ~Q ~ DIES
. . oe _ n DIESEE E DINATIO
a ~ o° a e, 1 , o ~ a 3 WATE , ,ANDS x m
a a R~ ~ ERC ER CO 0 l 'x
o~ - ^ , ~ JNf \ ~ ~ ~ IL ~
~ ~ X t
d ~ 150. ~ ~ ( 3 ~
d 4 ~ / r ~ ~ ~ - x .~-~w.- Existing Storm Sewer
~ a W ~ ~ ° ~ ~ ~ Ix - - New Storm Sewer
° ; ° , Ms. LAr zo " ~ 2 NATURAL ~ 15 U. f OF n
~ p
° ~ \ GAS 3 ~ ~ , ' a F 2p~' ~ ~p ° ~ a ~e ~ I o0o Storm Structure Number W x
4e ~ '2s { apt ~ ~ ~ ND 7 , ~ ° 1 ~ i LL-u--~~ Existing Sanitary Sewer
NV..g a P~ ~ ~ ~ ~ / , a s ° ° ° ~~'`~.OF 6p" RCP p I o ~ New Sanitary Sewer
° T- fa
j ¢ ° \ l7 / 1 \ s oao Sanitary Structure Number
° a >7 ~ ; , FUj ~~y 3 ~ ~ ~ ~ ~5~.. ~ ~ ~5
IN~a ~ 8'U a : URF ~ Q ~~,O.f ' ~ N 8 { c^ ~ 898 pERORA S U1~pJN ~ ~ / ~ ~ / j ~ - - - - - - Utility & Droinage Esmt. ~ °
1N ~ ~ FXPgN ~ t ~s a 11 ~ ~ Q ~j - Building Setback Line
~8 ~ ~ ~ • ~ t 1 ~ ~ u ~
ca ~ r ~ 4 PVC ` ~ M TIC LINE ~ z i ~ DO ES ~ / 1 k Existing Water Main ° °o ~ a
> Q 3 (2J 4 e C ~ a B o' o N 0 / ~x -w w- New Domestic Woter Main 11
o r, ~ eNas ~ ~ / , ~
o~~ Q a < a /Wq ~ S lER ~ s / ®W W- New D.I.P. Fire Water Main
EPgRq ~ 1 ~ j0 R CppB, 4 ~I 1 > / ~ ~ Existing Fire Hydrant ° ~ o
l o s A a ~ ~ 3 - BEND I 18 ' r ~ ~ / 41 Z Y
r, A G dd ~k ~ e~~~ ~ New Fire Hydrant ~ 3 / fVfl Q Q U
~ ~ ~ : ° ~ of ~ e .
~ r ~ '.,y 'ice, ~ ~ g~ _ - - ~I ~ '~5 UE.I Existing Water Valve o®o / ~ k ~ / ~ o®~
r - _ 4 O / 1 ~ ~ / N New Water Valve
4i p NCO
° ` ~ 9 Y - f'` / ~ New Gas Main 00
- - _ a x / j _ - ~ i / ~ - , Existing Gas Main Na en^
F ~ L~ / _ 8' WATERLINE ~ \ ~ 1~"~ - OIL WATER 1
/ 3 ~~v~~ / / - E E New Electric Line r°L ° ° ~ e _
1 a ~ ~ SEPARATOR NV, ~ s ; . 0008.03 - _ _ ~ Ik / / / ~ Existing Electric Line ~ -
1 I _ k ~ ~ ~
g~ _ rLAr .f ~~RIV W w ~ ~ a CJSAN ~ W~ r i ~ 1£J ~ ~ ~ ~ ~ ~ ~ 1 ~ / ~ -T T New Telephone Line - r
FUlN l ~ 4 r - / / Existing Telephone l.lne ~ c
P~
S1 ' _ _ _ , Existing fiber- p Ic Ine -
r I l ~ ~ F \ W a V `'r _ ~ ~ _ _ _ Existing Utility Pole a
: a A . ~ l ~su.e. ~ ua - _ _ _ o N C`J r
~ j a J e ~ _ _ ~ .,~k / ~ ~ ~ ~.E. Drainage Easement m
\ ~ ~ ~ / ~ ~ ~ ~ ~ _ x / ~ U.E. Utility Easement
~ ~ f " ~t \
\ { V ~pRh~,~ ~ / ~ ~ / ~ ~U~n
3~ D~~ ~ F~ k ' l l Z oZ
yE (p Rp~AIN $ V
)6 of o oF~ 08 ~ ~ ~ r ~ ~ r ~ U pp~N i ~
48" 8 P w W ~ ~ ' ~ ~ ~ f ~ i r g5> ~ e
r ~ X ~ CP ~ _~`~~k / / TOP FACE OF BRASS DISK ~o
~ LINE ~ ~ y~~ ; { ! 3 h ~ ~ ~ k~ ~ ' ~A~ ~j ~ ELEVATION: 962.15' (N.A.V.D. 88} H~
~ ~ ' ~ I ~ ~ ~ ~ ~ / / N 860256.29
'k~ ~ ~ ~ ~ E 1693433.87 ~ F$4h ~ ,o ~ / / o
! i
~ 82 of ~ 1`~~. FIRE LOOP ~ ` 48 ~ ~ t l ~ ~ ~ . µ °po
~ i .RCP a.°~ ~ \ ~ w ~ 3
~ ~ D ~ ~b { p Q~
n ~ 1 m \ J I {
FIRE HYDRANT ~ ~ PISA ~ ~ (TYP.) x~~~: J FIRE LINE \
\ \ ~ ~ ~ ~ ~ ~ N
~ 5 ~ e~ \ \ FIRE LINE ~ ~ ~ ~ ' ~ / / GRAPHIC SCALE ~
a 5, p . ~ / / 60 0 30 60 120 240
p ~ ~ ~ _ ~ ~ o - , r .F WE ~ ~ ~ ~ / /
~ / / r 1. i Pp ~ ~ ~ ~ y.,. Np
\ / ~ s ~ ~ 1 ~ ~ / ~
~ ) 1 / (IN FEET) Q
~ a ~ _ \ ; ~ ~ Imo ~.aw~ ~ 1 / 1 inch = 60 ft.
°..e ~ is { FIRE HYDRANT ~~r- ~ ~ ~ \ k °p0 ' / /
T NOTES; ~ _ is _ a.E. ~ 4o F~~l i
1. CONT HAL 734-1518 FOR VAULT APPROVAL BACKFLOW PREVENTER TYPE ~A ~ , ~
LOCATION, AND ON~~'f~fMENTS PRIOR TO INSTALLATION. A CITY OF WINSTON-SALEM ~ ~k~ ~ ~ INSPECTOR SHALL BE PR N ~R TERMINATING WATER CONNECTIONS INTO NEW OR ~ ~ ~ \ a, Nt~RTHEAST
EXISTING WATER LINES. ALL CONST MAT AND SANITATION PROCEDURES SHALL MEET ~ ~ ~ ~
~ ~ OR EXCEED THE REQUIREMENTS OF THE NOR APL CODE AND THE CITY OF ~S U ~ FIRE HYDRANT ~ jJ~, NORTHWEST
(PUS \ TYP. WINSTON-SALEM STANDARDS SPECIFICATIONS AND DETAI s«C~ ~ ) ~ ~ GATEWAY
2. ANC LICENSED UTILITY CONTRACTOR SHALL INSTALL THE 8 FIRE L A 8 E CHECK \ ~ ~ ~ ~ BUILDING / / / ~ ~ WASH
'~~~~.(~~TECTOR ASSEMBLY TO CITY OF WINSTQN SALEM STANDARD AND DETAIL CC- SH ~ ~ ~ ~ ° i BUILDING
INCLI~~E-~A~FIRE DEPARTMENT CONNECTION, PROVISION FOR TAMPER SWITCH WIRING FROM TO ~ ~ ~ 1~` ~ ~ ° ~ ~ ° ~w
VAULT, AND P~S1TtVE_~RAINAGE TO A CATCH BASIN OR ATMOSPHERE. EF DRAINAGE CANNOT 8E ~ ~ OBTAINED, AN APPROVED A~B4VE. GROUND INSTALLATION IS REQUIRED. ALL PIPING SHALL BE DUCTILE ~ a GATE s ° ~ ~ ~g
IRON MECHANICAL JOINT WITH MEGA CUSS-.FROM THE CONNECTION AT THE MAIN TO A POINT OF AT \ ~ ~ ~ ~ / ~ HOUSE ~ c 3g / ~
~ ~ ~ ~ LEAST 5-FT PAST THE OUTLET VALVE OF THE BACKFI9W PREVENTER. ~ ~ ~S,n,, ~ ~ / ~ boo
3. 4" DOMESTIC WA1fR SERVICE CONNECTION OFF 8" FIRE SERr1fCE~LINE WITH 4° MCT U METER, WHICH ~ ~ 1 Noo
SHALL INCLUDE REGISTERS THAT READ IN CU81C FEET AND MANIFOLD D6l1BL~ CHECK ASSEMBLIES TO ~ ~ ~ f / J w
CITY OF WINSTON-SALEM STANDARD AND DETAIL CC-14 AND CC-22 WHICH SHACL,INCLUDE POSITIVE ~ ~ ~ ~ , ~ t9 ~ ~ ~ ~ ~ 'r ~ / i - ~ ' ;./~~r, ~y ~ X00
DRAINAGE TO ATMOSPHERE OR CATCH BASIN. IF POSITIVE DRAINAGE CANNOT BE OBTAINE~;~tN~~.~ ~ ~ p ~ ~e ~AVe ~
APPROVED ABOVE GROUND INSTALLATION IS REQUIRED. ~ AI~C ~ ~ w ~ t 4. PROPOSED PUBLIC OR PRIVATE HYDRANTS INSTALLED OR RELOCATED SHALL MEET OR EXCEED CITY OF ~ ~ ~ ~ ~ ~A e ,i ~i~/ ~ ~ two
WINSTON-SALEM SPECIFICATION AND DETAIL TO (NCLUDE HYDRANT TEE, VALUE, AND WINSTON-SALEM ~ ~ ~ ~ Cq ~ / W ~ -oho
THREADS. PRIVATE HYDRANTS SHALL BE E DIPPED WITH A DOUBLE CHECK DETECTOR ASSEMBLY AND ~ ~ ~ ~
SHALL BE PAINTED RED. ~ ~ ~ ~ ~ ~ i TRAILER ~ - ~ I(i'f~~~ ~
~ 5. FOR ALL WORK WITHIN RIGHT-OF-WAY, NCDOT ENCROACHMENT REQUIRED -CONTACT //33& 703-6600 / ~ ~ r~~~~. ;A GARAGE / ~ V tl w~~
° 6, A B-PERMIT APPLICATION SHALL BE COMPLETED FOR 3" OR LARGER WATER CONNECTIONS AND ALL ~ ~ ~ ~ ~o j ~et SOUTHWEST ! m ~ ~
a FIRE LINE CONNECTIONS. NO WATER TAP OR BACKFLOW PREVENTER INSPECTIONS WILL BE PERFORMED ~ ~ ~ ~ _ \ ~ ~ ~ Oar
a E _ _ WITHOUT THE COMPLETED APPLICATION. CONTACT TOM HALL (33fi) 734-1518. _ ~ ~ i- ~O e ~ ~ ~ ~ ' KEY PLAN Z ~
7.~ ~ TRI A IT PAN 1 - 1 F R TRI A AY UT. _ ~ ~ o ~ SEf fLRC C L S E L S, E 00 06 E 00 05, 0 ELEC C L L O r 8. SEE PLUMBING~~~~~PLANS FOR MORE EXACT LOCATIONS OF LATERALS. ` ,
N ~ 9. SEE SHEET C008.05 FOR-STpRM STRUCTURE DATA TABLE a~ s~~.~~;~ ~ ~ (V' ~ wv G'.r, 5'sri,t~ ~ Z w
N O 10. SEE SHEETS 07-07011-31, 07=~0'TQ1~3.-32, 07-07011-36 FOR EXACT DOWN SPOUT LOCATIONS. ~ W ~wr /J
0 11. ALL FIRE MAEN CONNECTIONS AND PIPING SMALL BE INSPECTED BY THE FIRE MARSHALL'S OFFICE N \ ~ ~ I SEAL V 1~1111111111iU1}GllllQ~~~ ~ Q. ~ ~ a
3 PRIOR TO COVERING OR THEY SHALL BE UNCOVERED AT~fd4.EXPENSE TO THE TOWN OF KERNERSVILLE, ~ ~A~~~~ Ci A U ~ Q,.. & w .............~o~'/~, Q ~ o~~
4 ~ 12. A MINIMUM OF 48 HOUR NOTICE IS TO BE GIVEN PRIOR TO ANY INSPECTIONS REQUIRED BY THE FIRE ~ / r% I V V R I (l C~ L 2
MARSHALL'S OFFICE. zw~ SEAL r SHEET NO.
m 13. ALL PUBLIC FIRE HYDRANTS SHALL HAVE NATIONAL STANDARD THREADS.` *HIE-CALL 3 0336 7
14. ALL PRIVATE FIRE HYDRANTS SHALL HAVE NATIONAL STANDARD THREADS FOR 2 1/2 OUTLETS AND _ C004-03
Call Before You Di 1-800-632-4949 0 5 STORZ CONNECTIONS FOR PUMPER CONNECTIONS AND SHALL BE PAINTED RED NTH REFLECTIVE g r ~
STRIPING ON THE DOME. (D U
Y +11111
m LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS C004-OO.dwg

EXISTING ROADWAY DY OTHERS This drawin has been prepared solely for ti- the use of tedEx and th®r® ar® no
FIRE HYDRANT reppresentations of any kind made by ' E'~ I I Giffels of Norfh Carolina PC/IBI Group to
, EXISTING $Y OTHERS ' ! !l ~ ~ ~ any party weth whom Gi{fels of North
- ROADWAY ALIGNMENT TAKEN FROM FIRE I~XDR-ANT~`~~ FROM ' ' ~ ~ , j Carolina, PC/IBI Group has not entered into z ~ a contract.
i Y OTHERS - - =a~P~ J _~1~ CONSTRUC11ON DRAWINGS PROVIDED ~ ) _ f--- ?VIDED ~ ~ . I W i ~ This drawing shall not be used for construction =
~ _ 12" TAPPING ~ BY TRIAD DESIGN GROUP DATED 4/16/08. ~D 4~16~D$, ! ~ ' ~ I purposes un"til the seal and signature of the EXISTING responsible registrant appears on the drawing,
r SLEEV€-~~ Vfi~VE ~ ~ o o . -a Q __-Q ~ o i and ropper ppermit forms and related fees are 3 ~ ~ , FIRE HYDRANT transmifted by the Owner, ~wner's Agent or o
,r_ ~ H ~ ~ ~ ~ 1~ (BY OTHERS) Contractor to the Authority aving Junsdiation.
_ _ ~ r , i ~
_
~ ~4~ " . 1 ~ _ --12~W _ ..r- _ .-.a.a_..~.~ -=a~ M _ - _ _~..a _ _ ~ _._.._r... w m
4 - ~ . s u m
o~ ~ t ~ _ _ 1
~ o m O. ~ m.._......
_q _Y_,_v T_ , ~

8" VALVE
r~~"

`0 8" DCDA - ~m~ Existing Storm Sewer ~ New Fire Hydrant
~3 ~ F.Q. CONNECTION W
4" WATER METER ~ , 8" D.LP. - - New Storm Sewer Existing Water Valve N
4" BFP FIRE OOP ' L 00o Storm Structure Number New Water Valve o
4" PVC i
DOMESTIC LINE u l ~,f Existing Sanitary Sewer ®G G New Gas Moin

20 U.E. ~ b. k 1 , W New Sanitary Sewer - - Existing Gas Moin z z Qo ~U
e-W ~ ~ k -E E New Electric Line ~ ° o~ Sonitory Structure Number
k ~ - - Existing Electric Line ~
® k - - - - - - Utility & Drainage Esmt. ° o ~ ~
s ~ fl ~k ® T T New Telephone Line
15' D.E. k ' / ~ - Building Setback Line _il ~ - - Existing Telephone Line
k Existing Water Main
~~R E ~yD _ k Existing Fiber-Optic Line 'o
(lYP, ~qNT _ " ~ k - k , -w W- New Domestic Water Main Z m o _ _ _ Existing Utility Pole J w
- `k -W w- New D.LP. Fire Water Main ~ o o
{ ~ k
~ GRAPHIC S( ,k 1 APHIC SCALE z. Existing Fire Hydrant D.E. Drainage Easement
~ _ k 60 Q 30 60 U.E. Utility Easement ° so ~zo zao ~
tJ k / k. ~n 0 NAG V ~YOQitn C
i 6~ Nh OGUrin
k (IN FEET ) l ( IN FEET) ®o~m~ ~ Lt:+~
I k \ 1 1 inch = 60 _ I ~ k l inch = 60 ft. ,~ao°O r~
1 k .COL 00 U ~roUr-v. ~r c
r ' k
- k • , ~ o i
r k ~ ~~~®~q~~ C~~~1~~G3 w
~ I ~ TOP FACE OF BRASS DISC i ~ ELEVATION: 962.15' (N,A.' E OF BRASS DISK ~ ~ m iN: 962.15 (N.A.v.D. ~8) Call Before You Dig 1-800-632-4949 w
I x ~ N 860256.29 6.29
E 1693433.87 33.87 W
~s. U
~ ~ ~ d O N
\ ~ CJ` N m L~
\ V N4
\ 3 \ ~ OIL/WATER a jt~ UTILITY NOTES: = po "o o®
SEPARATOR 0008.03 \
k 1. CONTACT TOM HALL [phone], FOR VAULT APPROVAL, BACKFLOW PREVENTER TYPE, EXACT ~
~ LOCATION, AND INSPECTION REQUIREMENTS PRIOR TO INSTALLATION. A CITY OF WiNSTON-SALEM o °t~~ \ INSPECTOR SHALL BE PRESENT WHEN MAKING OR TERMINATING WATER CONNEC114NS INTO NEW OR ~ ~zad
a ~ \ EXISTING WATER LINES. ALL CONSTRUCTION, MATERIALS, AND SANITATION PROCEDURES SHALL MEET ~ ~~a
OR EXCEED THE REQUIREMENTS OF THE NORTH CAROLINA PLUMBING CODE AND THE CITY OF
w. -t' O ~ \ ~ -Q 'f' WINSTON-SALEM STANDARDS, SPECIFICATIONS AND DETAILS. H~
S ti ~ 2. ANC LICENSED Ul1LITY CONTRACTOR SHALL INSTALL THE 8° FIRE LINE WITH A 8° DOUBLE CHECK
4" IAT, W CLEANOUT ~ ~ / ~ 0 SEE WASH BUILDING V DETECTOR ASSEMBLY TO CITY OF WINSTON SALEM STANDARD AND DETAIL CC-30 WHICH SHALL
o \ J I INCLUDE A FIRE DEPARTMENT CONNEG110N, PROVISION FOR TAMPER SWITCH WIRING FROM BUILDING TO \ VAULT, AND POSITIVE DRAINAGE TO A CATCH BASIN OR ATMOSPHERE. IF DRAINAGE CANNOT BE ~
C \ " OBTAINED, AN APPROVED ABOVE GROUND INSTALLATION IS REQUIRED. ALL PIPING SHALL BE DUCTILE Q
. ~ a \ ~ - , ~ IRON MECHANICAL JOINT WITH MEGA LUGS FROM THE CONNEC110N AT THE MAIN TO A POINT OF AT ~
kV - ~ , ~k u LEAST 5-FT PAST THE OUTLET VALVE OF THE BACKFLOW PREVENTER. ~ ~ Q Qw ~o-
~ ~ ~ ~ 3. 4" DOMESTIC WATER SERVICE CONNECTION OFF 8" FIRE SERVICE LINE WITH 4" MCT II METER, WHICH ~ ~ Qo
k~ ~ ~ ~ ~ ~ . A ~ SHALL INCLUDE REGISTERS THAT READ IN CUBIC FEET AND MANIFOLD DOUBLE CHECK ASSEMBLIES TO ~ ~ ° ~ °o
X CITY OF WINSTON-SALEM STANDARD AND DETAIL CC-14 AND CC-22 WHICH SHALL INCLUDE POSITIVE w ~ ~ 3 ,
X ~ r DRAINAGE TO ATMOSPHERE OR CATCH BASIN. IF POSITIVE DRAINAGE CANNOT BE OBTAINED, AN ~ ~ ~ ~ APPROVED ABOUE GROUND INSTALLATION IS REQUIRED. ~ a o o ~
p X FIRE HYDRANT ~ f 4. PROPOSED PUBLIC OR PRIVATE HYDRANTS INSTALLED OR RELOCATED SHALL MEET OR EXCEED CITY OF ~ ° ~ ~
- ~ ~ ® J ~ 0 WINSTON-SALEM SPECIFICATION AND DETAIL TO INCLUDE HYDRANT TEE, VALVE, AND WINSTON-SALEM
~ `'~,k / ~ \ f ~ ~ 1TiREADS. PRIVATE HYDRANTS SHALL BE EQUIPPED iMTH A DOUBLE CHECK DETECTOR ASSEMBLY AND
1y/. ) I ~m\e ~O h \ V 4. l l \ ~ SHALL BE PAINTED RED,
~ ~ FIRE LOOP 5. FOR ALL WORK WITHIN RIGHT-OF-WAY, NCDOT ENCROACHMENT REQUIRED -CONTACT [phone]
oW l ~l f 6. A B-PERMIT APPLICATION SHALL BE COMPLETED FOR 3" OR LARGER WATER CONNECTIONS AND ALL ~
~ ~ ~ b ~ 4 PVC a ~ FIRE LINE CONNECTIONS. NO WATER TAP OR BACKFLOW PREVENTER INSPECTIONS WILL BE PERFORMED
G ~ ~ x..« ~ ~ ? 3 w ~ ~ - ~ ~ DOMESTIC LINE ~ ~ WITHOUT THE COMPLETED APPLICATION. CONTACT TOM HALL [phone]. ~
< ~ ~ ~ ! W d ' ~ ~ 1 ~ f \ 7. SEE ELECTRICAL SITE PLANS, E100.00-E100.05, FOR ELECTRICAL LAYOUT. ~ 8. SEE PLUMBING PLANS FOR MORE EXACT LOCATIONS OF LATERALS.
G, a \ ~ ~~i ' "`rte"~ ~ , ~ ,1, e. 9. SEE SHEET C008.05 FOR STORM STRUCTURE DATA TABLE.
a,t. ~ ~ A ao W ~ ~ -ter ~ t:~ ~ 10. SEE SHEETS 07-07011-31, 07-07011-32, 07-07011-36 FOR EXACT DOWN SPOUT LOCATIONS.
4 p v ~ A T 1 ~ 11. ALL FIRE MAIN CONNECTIONS AND PIPING SHALL BE INSPECTED BY THE FIRE MARSHALL'S OFFICE
fl0 w is ~ ~ T _ r~ . MEST~~ 6 Nq F IN G ~ ~ 1 -ri.; T ~ , ~ PRIOR TO COVERING OR THEY SHALL BE UNCOVERED AT NO EXPENSE TO THE TOWN OF KERNERSVILLE,
S W t FOR INSPECTION.
fTYP, 6 G ~ r.i ~ ~ ; ~ L 12. A MINIMUM OF 48 HOUR NOTICE IS TO BE GIVEN PRIOR TO ANY INSPEC110NS REQUIRED BY THE FIRE
a o ~ ~ \ ~ MARSHALL'S OFFICE. 13. ALL PUBLIC FIRE HYDRANTS SHALL HAVE NATIONAL STANDARD THREADS.
ra ~ 14. ALL PRIVATE FIRE HYDRANTS SHALL NAVE NATIONAL STANDARD THREADS FOR 2 1~2° OUTLETS AND
i 5" STORZ CONNECTIONS FOR PUMPER CONNECTIONS AND SHALL BE PAINTED RED WITH REFLECIIUE
U. ~ OF G v ~ STRIPING ON THE DOME. cv
l r war ~ ~ ~ w 1 G a ~ ~ k a ~ r ~ \ ~ ci
f ~ j' j r 1? o~
w aW
~p~
gk - k G a ~ O~- 17
a ~ 3 k~ \ ~ a ys~ t~ k~X ~ NORTHWEST ~ d ~~g
0 G I ~ ,~a ~ 3 4 PUG `~X \ ~ a o W
~ G FUT(/ DOMESTIC LINE ~k~ a " ~'i i' na. x~
„ ~ BUr RE w \ k~ ~ a' EXP COING r ~ lo, k~ e ° ; ; KEY PLAN W ~~o ° , c~
6" NATURAL y ~ ~ ~ gNSld ~ \E ~ ~ ~k GATE a ~ i, , U ~ Z o~~
. ~ ~ GAS TYP. G ~ ~"q~~ ~ k~ V~ ° ° ~J ~ ~ ~ HOUSE t' i./, j ~ ® ~ boa
E a G a~ r ~ a ~ ~ ~-4 3 FIRE LINE
~ ~ i r l i ~ k~ ~ ~~w ~ ~ ~ ~ rd W f® ~~a
~ ' ' t % ! ° ~.G i j r` ~ ' FIRE HYDRANT i...1.~_ ` ~ ~ ~ ~ NORTH ~ _ ° J 1~3m
N E ~ ` ~ 1 6" NATURAL w G 1 a (TYP.) f rr
~ ~ - GAS (TYP.) a u~ ~ t 3 ' , o ~ f. U? Z ~ N~~
® ®~10 0
\ i ~ N ~ ~ `p r ~ ~ G ~ E ~ c ro \ ~ ~ _ ' ~ \ r r'W ' r r n
o ~P SEAL °z x~ \\~~~~~aiuu~mimirufu~,~ fh
" ~ ~ ~ ~ - _ ~ G i, ;a ~ r"" " 7~ " t~ 8 D.LP. ~ a ~ rh 1 1 ~ " ~ fir' ~ _ FIRE LOOP r / U 0 a
~34 44
r E "NATURAL 2 I GAS SOUTHWEST GARAGE SEAL r;
= SHEET 0
SOUTHEAST 03368
;/V 0004.04
~ a a X30' / ~S i ~ d~ IIII l
is LATEST PRIM November 12, 2008 SUPERCEOES ALL PREVIOUS 0004-OO.dwg

This drawingq has been prepared solely for the use of FedEx and there are no
..FOR CONTINUATION reppresentations of anyy kind made by
SEE SHEET C004o10 Giffels of North Carolina PC/IBI Group to any pparty with whom Gi{fels of North •
i ~ Carolina, PC/IBI Group has not entered into a L~ a contras?.
3 I i ~ ~ This drawing shall not be used for construction
19 ~ - 369'~ ~PV~ 3 400 OF 8 PVC purposes until the seal and signature of the U
_ 1 CX t res onsible registrant appears on the drawing, 379' OF 8 PVC " ` - an~ ropper ppermit forms and related fees are
- - 3 - ~ - - - - - - _ 1 ~ ~ ~ ~ _ ~ C b ~ ~ transrpnitted by the Owner, Owner's Agent or o Contractor to the Authority Naving Jurisdiction.
- - - I------ - -
- - ' ~ _ X x-x - - 1 ~ ( EoEVATI0N:~96B~15~ (N~.A.V.D. 88j
~~--X-x-x x x-x-x-x x x x x i
w w w w w w w x
- - i E 693433 87
- - - - - - x / I
~
I x _ ____,_____-ooo ? ~ ~ ~ !
6" LAT. W 3 ~ooo-------'"'"_ooo lQ
CLEANOUT " ~o° ° I® ° ~
0~
1~® x r 1 1 ~ ~ ( I I o ° ~
1. TEMPORARY TRAFFIC CONTROL DURING GONSTRUCTiON TO CONFORM TO APPLICABLE I~ L
LOCAL AND STATE STANDARDS. ~ I z
Z. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH ` !4 I p o ` I~ ~ O
FOR CONTINUATION APPLICABLE O.S.H,A. STANDARDS FOR WORKER SAFETY.
SEE SHEET C004.06 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY ~ ~ ~ Detai ~ Sheet Description + ~ I o ~ Numbs I I ~
LOCATIONS BEFORE CONSTRUC110N BEGINS. 0008.03 300.00 4' Diameter Sanitary Manhole ~ ~ °
C008.03 30L00 5' Diameter Sani#ar Manhole ~f) 4C OF
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 0008.03 314.00 Outside Sanitar Drop Manhole `i''' 8 PVC EX~ o n ~ ~
0008.03 330.00 Service Connection for DIP Mains ~ jj ° n d
5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM ~~~~~~mumuiiiuiuon~,,~ 0008.03 331.06 Service Connection for PVC Mains ~ ~~o~` H C q R '%o,~ r
MANHOLE, (MH) 0008,03 322.00 Sanitar Sewer Beddin Detail ~ ~ t ~~:~~"~S S%~~~~,
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- SEAL rt ~ m o _ W
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c0 Existing Grade New Grade Granular Backfill
LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS 0004-05.dwq

This drawingc~ has been prepared solely for s,~er oesw«~tton the use of FedEx and there are no
Number reppresentations of anyy kind made by 0008.03 300.00 4' Diameter Sanit~_ Manhole Giffels of North Carofina PC f IBI Group to
any party with whom Gi{fels of North 0008.03 301.00 5' Diameter Sanitary Manhole Carofina, PC/IBI Group has not entered into o
0008.03 314.00 Outside Sanitar Drop Manhole a contract, ~
0008.03 330.00 Service Connection for DIP Mains This drawing shall not be used for construction
purposes un-til the seal and signature of the L_.I COD8.03 331.00 Service Connection for PUC Mains res onsible registrant appears on the drawing,
and pro er ermit forms and related fees are 0008.03 322.00 Sanitor Sewer Bedding Detail ~ ~ ~ transmit ed y the Ownei°, Owngr's Agent or o
0008.03 W e & Lateral Cappin Detail Contractor to the Authorsty Havrng Jurisdiction.
W ~ I
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~ Ar, ~ ~ c w ~ ~ I / FOR CONTINUATION ELEVATION: 962.15' (N.A.V.D, 88) t~ N 860256.29
o. gNp~l SEE SHEET 0004.10 E 1693433.87
w ~ ~ ~ ~
FOR CON ON ~ ~ ; ~ w
SEE SHEET C004.05 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM
TO APPLICABLE LOCAL AND STATE STANDARDS.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY.
/3
F FOR CONTINUATION ALLIUTILIITYLLOCATI4NS BE ORET~ONSTRU ONONBIBEGINS. FIELD VERIFY o
l S SEE SHEET 0004.05 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
Zz
5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST ~ o
DOWNSTREAM MANHOLE. (MH)
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6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. o o ~ ~
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Y N VE R T.: 1"=5' Existing Grade New Grade Granular Backfill
CO LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS C004-05.dwg

This drawing has been prepared solely for r'`~- Detoil the use of FedEx and th®r® are no sheet Description re resentations of an kind made by
_ Number pp yy
9 t ~ C008.03 300.00 4' Diameter 5anitar Manhole Giffels of North Carolina PC/IBI Group to any party with whom Giffels of North ' ~ C008,03 301.00 5' Diameter Sanitary Manhole Carolina, PC/IBI Group has not entered into
\ ' ~ a ® ® C ~ /o f~( ~o ~ ° C008.03 314.00 Outsida Sanitar Drop Manhole a contract. ~ °~/n1~~ ~i~0~l~l~DV / r~ C008.03 330.00 Service Connection for DIP Mains This drawing shall not be used for construction N r ~
~ ~ t~ purposes un-til the seal and signature of the
~ Cail Before You 'fore You Dig 1-800-632.4949 CD08.03 331.00 Service Connection for PVC Mains responsible registrant appears on the drawing, and proper permit forms and related fees are C008.03 322.00 Sanitary Sewer Beddin Detail transmitted by the Owner, Owners Agent or o
~ 400' ~F~,. C008.03 W & Lateral Cappin Detail Contractor to the Authority Having Jurisdiction.
8 ~ ~ f a \ P~0
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1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM
TO APPLICABLE LOCAL AND STATE STANDARDS.
1 2. ALL CONSTRUC110N ACTIVITY ON THIS SITE TO BE PERFORMED IN
W i o ~ ~ / i \ COMPLIANCE WITH APPLICABLE O.S.N.A. STANDARDS FOR WORKER SAFETY.
~ \ ~ ~
~ ~ ~ \ L ~ 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCAl10NS BEFORE CONSTRUCTION BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
\ p ~ \ W
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\ ~ THE END OF THE LATERALS BE CLOSER THAN FIDE (5) FEET TO THE
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O SANITARY SEWER PROFILE Y Existing Grade New Grade Granular Backfill
LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS 0004-05.dwg

This drawin has been prepared solely for \ \ the use of ~edEx and there are no
~ _ ~ ~ ~ reppresentations of an kind made by Giffels of North Carolina PC/181 Group to
- ~ ~ P` ~ ~0 ~ v , / TOP FACE OF BRASS DISK any arty with whom Giffels of North ~
~ i ~ ~ ~ o ~ C . \ ELEVATION: 962,15' (N.A.V,D. 88) Carolina, PC/I®I Group has not entered into Z
3 ~ ~ FOR CONTINUATION N 860256.29 a contract. ~
o e ~ ~ ~ 4~~ O E 1693433.$7 This drawing shall not be used for construction N r ~ I purposes un-tif the seal and signature of the ~,rJ ~ SEE SNEET COO4.07 responsible registrant appears on the drawing,
~ ~ ~ an proper ppermit forms and related fees are transmitted by the Owner, Owners Aggent, or o
Contractor to the Authority Having JuYisdiction.
~ ~ ~ ~ e
~ , FOR CONTINUATION _
1 r 0 r r c
SEE SNEET 0004.09 ~ ~ ~o m a
/ ~ 0, ~ J ~ \ L TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM
~ ~ J ~ ~ \ ~ TO APPLICABLE LOCAL AND STATE STANDARDS,
/ / J ~ / 3 / / ~ ~ 2J ~ / i
~ 9 ~ ~ ! / 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
Q- ~ ~ e > ,i ~ / , COMPLIANCE WITH APPLICABLE O,S.H.A. STANDARDS FOR WORKER SAFETY.
V 3 ~
~ / / ~ / ~ ~ / ~ 3. 1T SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
/ / 3 ~ /
~ s ~ ~ ~ 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
r i o ~ O ~ \
~ s o ~ a • a / 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST o
~ 1 ~ l iy v \ Q- \ ~ Od \ ~ ~ DOWNSTREAM MANHOLE. (MH)
3 ~ ~ w ~ ~ \ ~
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~ ~ ~ s LATERAL EXTENSION CONNECTED TO THE WYE, BUT IN NO CASE SHOULD
~ ~ ~ ~ 3 h ~ 1NE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE
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1
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~ i ~ ~ e-~pi 0008.03 301.00 5' Diameter Sanitar Manhole °m^ p NOPJ
~ ~ CD08.03 314.00 Outside Sanitar Drop Manhole
~ ~ ~s r j C008.03 330.00 Service Connection for DEP Mains o oZ~~ ; ~1 a~y~»umui~tain~~~rr,~i,, ~~o.;~ ~
l ~ r 0008.03 331.00 Service Connection for PVC Mains ~ ~ C A R p '~f,,, ~a;o~
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Y LATESTPRINT Novembert2,2008 SUPERCEDES ALL PREVIOUS 0004-05.dwg
m

This drawingQ has been prepared solely for the use of FedEx and there are no
reppresentations of anyy kind made by Giffels of North Carolina PC/IBI Group to
any party with whom Gi{Eels of North Carolina, PC/IBI Group has not entered into Z
1, TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM a contraot, ~
TO APPLICABLE LOCAL AND STATE STANDARDS. This drawing shall not be used for construction
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN purposes un#il the seal and signature of the t...! res onsible registrant appears on the drawing,
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. anc~ propper ppermit forms and related fees are transmit}ed by the Owner, Owner's Agent or o
Contractor to the Authority Having Jurisdiction.
3. IT SNALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
m
4. CONTRACTORS SNALL MINIMIZE DAMAGE TO EXISTING TREES.
5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST
DOWNSTREAM MANHOLE. (MH)
6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHER>ISE SPECIFIED.
7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT ~
~ ~~~,p~ ; ~ i LATERAL EXTENSION CONNECTED TO THE WYE, BUT IN NO CASE SHOULD fib) ~ \ ~ j
~ D~C~- THE END OF THE LATERALS BE CLOSER THAN FIVE 5 FEET TO THE ~ ~ ~ ~ O ~ „9 m o~ ~ W
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~ ~ \ ~ ~ ~ ~
~ W ~ /
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20 ` 3
w ~ FOR CONTINUATION ~ ~ ~ ~ ~~`~~d~\ V ~ ~ o0
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~ / > { 0008.03 300.00 4 Diameter Sanitary Manhole 4 V ,,P
I E 0008.03 301.00 5' Diameter Sanitary Manhole ~~I °m°n
0008.03 314.00 Outside Sanitary Drop Manhole ° ry00 UoANWmmr ~
nnection for DIP Mains 0008.03 330.00 Ser~nce Co ~°p NN T
PV Mains 0008.03 331.00 Service Connection for C
C008.D3 322.00 Sanitary Sewer Bedding Detail FOR CONTINUATION ~ARO~''°%,,, ~<o ~f. ~ ~ mn o_x c
C008.03 W e & Lateral Capping Detail HroUF-t.. ` c SEE SNEET C004,08 ~ ° ~°~~SS~°~~~~~ ~ ° a SEAL -~.'.v = ~ a
FOR CONTINUATION
SEE SHEET C004.10 0336 7 ~ = °
TOP FACE OF BRASS DISK ~ ~ ~ `
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SAIN'ITARY SEWER PROFILE as t 00041,09 SCALE. VERT.: 1 =5
U O Existing Grade New Grade Granular Backfill I lll__~
m LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS C004-05.dwg

This drawing has been prepared solely for the use of FedEx and there are no
~ i/ / l J / o / ~ / ! reppresentations of any kind made by Giffels of North Caroling PC/161 Group to
i ~ ~ / i / any party with whom Giffels of North Carolina, PC/161 Group has not entered into Z
i 1 / / ~ / r. t a contract. ~
r / ~ ~ J c This drawing shall nat be used for construction
purposes un-til th® seal and signature of the responsible registrant appears on the drawing,
i / ~ ~ / ~ / and proper ppermrf forms and related fees are transmitted by the Owner, pwner s agent, pr o
~ , ~ ~ \ ~ ~ / ~ ~ ~ Contractor to the Authority Having Jurisdiction.
~ ~
~ ~ ~ ~ ~ ~ ~ ~ / / ~ ~
i / ~ / Q ~ / / /z
i i ~r i M ~ w '1 / U I 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM m ~ ~ TO APPLICABLE LOCAL AND STATE STANDARDS.
/U i ~ ~ / -~r ~ /
i i / ~ / ~ ~ d ~ ~ ~ ~ 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
~ ~0 3 ,0 ~ Q ~ / / ~ Jar COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY.
~ ~r ~ ~ ~ ~ ~ ~ / ~ ~
~ e 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
~ ~ ~ / / ~ a / ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
/ ~ ~ ~ ~ 6" ~ ~ ~ ~ ~
3 I / I FOR CONTINUATION 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
~7 1 ~ I / 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST ~ ~ ~ SEE SHEET 0004.05
3 ~ / ~ i a / I DOWNSTREAM MANHOLE. (MN} ~
~ ~ ~ \ Q~ ~ ~J z
~ ~ ~ ~ \ ~ ~ 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED.
~ o ~ / v o ~ \ '4 \ ~ f ~ C U
~ ~ / ~ ~ O I O ~ \ / / 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT ~ ~ u ~ ~ ~ ~ LATERAL EXTENSION CONNECTED TO THE WYE, BUT IN NO CASE SHOULD
Z 2 ~ / ~ \ ~ / l \ ~ W ~ \ / ~ THE END OF THE LATERALS BE CLOSER THAN FIDE (5) FEET TO THE
~ ~ ~ BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF THE LATERAL
m o ~ / \ \ SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED.
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/ INUATION FOR CONT ~ d / ° FOR CONTINUATION ToP FACE aF BRASS DISK ~ o
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SEE SHEET 0004.09 ~`~,~1, SEE SHEET 0004,06 NLaso2°6N.2962.15° (N.A.v.D. 88) N o
3 / E 1693433.87
/ Sheet Detail Description ~ ~ Number e~Oa o po q cV1
0008,03 300.00 4' Diameter Sanitar Manhole pal amr
I y 0008.03 301.00 5' Diameter Sanitar Monhole a Noo ~p NN A
14.00 Outside Sanitar Dro Manhole ~ ~ Q 0008,03 3 Wt~^~ 9 FOR CONTINUATION v~wm
3 0008,03 330.00 5erviee Connection for DIP Mains SEE SHEET C004.05 ~ CAR~~~~ii m~o4° ¦
0008.03 331.00 Service Connec#ion for PVC Mains / o
/ 0008.03 322.00 Sanitar Sewer Beddin Detail ti ..ti L u
r 0008.03 Wye & Lateral Cap ing Detail MM ® ® ~:Q¢ SEAL 9~'~
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~ U Y LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS 0004-05.dwg
m

CONSTRUCTION SEQUENCE This drawinq. has been prepared solely for the use of FedEx and there are no
1. Demolish existing buildings onsite in accordance with the construction plans. No disturbance over 1 acre (total site disturbance) ar removal of building slabs until the reppresentations of any kind made by
grading erosion control plan approval is obtained from NC DENR. NOTE. NOTE. Giffels of North Carolina PC/IQi Group to
1.a. The site contractor shall nave the option to mobilize onsite and remove the existing homes onsite provided that they do not disturb more than 1 acre of land total NOTE: any party with whom Gi{fels o North Carolina, PC/IBI Group has not entered into Z
far the entire site and that no building slobs are removed. ~ ~ ALL DIVERSION SWALES SHALL RECEIVE ALL CUT & FILL SLOPES AND ALL PON[ 2.Obtain sediment and erosion control plan approval from NC DENR. PERMENANT SEEDING dt MATTING UPON EM6ANKMENTS ARE TO 8E REINFORCED :S AND ALL POND SEDIMENT BASINS AS SHOWN NAVE a contract. ~ 8E REINFORCED BEEN DESIGNED FOR THE 25-YEAR ~ -DENOTES 30' ZONE 1 RANDLEMAN BUFFER This drawing shall not be used for canstruction N
3. Flag the denuded limits as detailed on the Phase I Stormwater Pollution Protection Plan (SWPPP). ~ NSTALLAlION. WITH EROSION CONTROL MATTING IN L MATTING IN STORM EVENT TO PROVIDE PROTECTION purposes until the seal and signature of the
4. Install highly visable fencing along the approved buffer encroachment line. ~ ~ ~ ~ ACCORDANCE WITH MU-3 & MU-4 NOT responsible registrant appears on the drawing, -3 & MU-4 NOTES. ABOVE AND BEYOND THAT REQUIRED. -DENOTES 20' ZONE 2 RANDLEMAN BUFFER and proper permit forms and related fees are
5. Schedule an on-site pre-construction conference with the NC DENR on-site erosion control inspector to discuss the approved erosion and sediment can#rol plan. transmitted by the Owner, Owner's Agent pr o Contractor to the Authority Having Jurisdiction. ~
5,a. This meeting shall be held no less than one (1) week prior to commencing construction. B@fOr@ YOU dig 7-949-632-4949 5.b. Attendees of this meeting shop include the grading contractor (including any and all crew members who will be workin on this site ,the construction mono er the
9 ) g, design engineer, and the NC DENR inspector.
. 6. lnskall the temporary gravel construction entrance exit. .
7. Install all perimeter sediment and erosion control measures as detailed on the Phase I SWPPP sheets 0005.00 0005.04. Clearing and disturbance of the site shall be - EROSION CONTROL NOTES m
limited to that area needed too construct the perimeter sediment and erosion control measures. 7.a. Silt fencing and associated rock outlets shall be the first measure installed followed b sediment tra s and basins 1-2 4-5 7-9 & 11. Once _ - ~ 1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
y A # , # , # # the basins and traps have been installed the diversion ditches shat! be graded in and stabilized with channel lining and permanent seeding. THE STATE AND COUNTY EROSION CONTROL REGULAITONS AND IS SUBJECT TO A FINE.
7.b. At such time as basin #I1 has been constructed and stabilized the contractor shall construck basin #6. 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED ER0510N CONTROL PLAN IS A VIOLATION
7,c. At such time as sediment basins #2 & #7 have been constructed and stabilized the contractor shall dewater the existin and located at the mid oint of the south P property line. All water taken from the existing pond shall be pumped to sediment basins #2 & #7. OF 11iE STATE AND COUNTY ERONON CONTROL REGULATIONS AND IS SUBJECT TO A ANE.
.d. Once the existing pond has been dewatered basin #3 shall be constructed as detailed on sheets 0005.00 - 0005.04. 3, STABILIZAliON IS THE BEST FORM OF EROSION CONTROL TEMPORARY AND~OR PERMANENT SEEDING OR VEGETATION IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED
7.d.a. In order for sed'+ment basin #3 to function properly a new riser and outfall pipe must be installed. The contractor shall minimize the disturbance of the existin ~ ~ 9 AREAS, AND IS SPECIFICALLY REQUIRED AS PART OF THE CONIRUCTION SEQUENCE SHOWN
am unng e installation of the new autfall pipe. The disturbed area shop be carefully backfilled working to knit the backfill back into the existing dam. - ~i ON THE PLAN.
7.d.b. °'Mucking out" of the existing pond bottom will be necessary to obtain the required sediment storage volume. The pond shall be excavated to the contours shown on sheets 0005.00 - 0005.04. This excavation activity shall be completed in such a way that each bucketful of excavoted.cgoterial is taken directly r P' FOR TEMPORARY SEEDING, ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN
rom its existing state to a area outside of the existing pond area. 21 DAYS OF ANY PHASE OF GRADING. ~
8. Install storm sewer structures FES-1 to OS-2 in basin OS-2 will be constructed with onl three 3 i e o enin s: 4$" CMP, 48" RLH & 8" DIP. All other o~~er~tn s ~ - - TEMPORARY #6~ Y P P P 9 P g - ~ i FOR AREAS OF PERMANENT SEEDING OR VEGETATION, ALL GRADED SLOPES MUST BE ~
w~ e saw cut and drilled. See Sheets 0005.33 - C005.37. CQNS~UCTT~N ~ SEEDED, PLANTED OR MULCHED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS AFTER ~ FINAL GRADE IS REACHED, UNLESS TEMPORARY STABILIZATION IS APPLIED. Z
9. Install storm sewer structures FES 75 to OS-77 in basin 1, ,I # # _ ENTRANCE _ , , , . rode and install temporary haul road to temporary soi( stockpile along the new alignment of Old Greensboro Rood, Install star~n st~u~a~.,~S ~9__to~l-100. ? 0
i _ 1 . pon completion of installation of all Phase I perimeter sediment and erosion control measures a meeting shop be scheduled with the on site NC DENR~ins~eator.~is ti ~ ~ - - _ - ~ I i y I 4. ADDI110NAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A ~ I i ` ~ REPRESENTATIVE OF NCDENR. ~
mee mg shall include the construction manager, the grading contractor, the engineer and the inspector. The purpose of this ro~tlrrg :~alt'b~~`~~`walk the site and ~ ~ - - - I ~ e 5. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10'
inspect the installed sediment and erosion control measures. Once all measures have been inspected and the NC DENR inspector hrS~~a~~red the installation clearing _ ` ` ~ " - - ~ v-~- a . ,w .w.e. y. ~ t ~f ~ _ REQUIRE ADEQUATE TERRACING. =
9 9 - ~ ~ ~ and rubbin of the site can commence. _ s, _ f =-,~q 'h _ _ , , s , r' ~ ~ . I . 12. Upon receipt of approval from the NC DENR on-site inspector clear and grub the site within the denuded limits as shown on the SN~PP. , . ~ - ~ ~ ~ . ~ r ~ ~ r 4.... E_~_ g, IF THE SAME PERSON CONDUCTS LAND DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ~ o
. As much of the initial mass grading activities will focus on the western portion of the site, the contractor shall install temporary seeding over the eastern portion of the ~ u - n a AC1iNTY, 11iE RELATED BORROW OR WASTE ACTIVITY SHALL CONSITITUIE PART OF THE LAND ' i ~ ~ • DISTURBING ACTIVITY UNLESS THE BORROW OR WASTE ACTI1tlY IS REGULATED UNDER THE MI[~NG
. f site to provide erosion protect~an until those oreos are scheduled to be graded. _ " { ~ _ ' ~y I ACT OF 1971, OR IS A LANDFlLL REGULATED BE THE DIVISION OF WASTE MANAGEMENT. IF THE q o ~ ~
14.Onca the site has been cleared and grabbed and al! temporary sediment and erosion control measures have been installed, including temporary seeding on areas not ~ ~ ~ . ,w . anticipated for immediote grading activities, the contractor shall move to the Phase II SWPPP Ian as detailed on sheet 0005.05 - 0005.09. ~ ~ ~ LAND DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED ~ o o d d-
15. Elat areas (less than t1%) shop be maintained as to prevent area from becoming o wetland. ~ ~ _ ~ I ` I ' I ~ ~ _ ~ ' ` ~ BY THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBING ACTI~i11ES AND ~ MUST BE PERMITTED THROUGH THE SEDIMENT POLLUTION CONTROL ACT AS A ONE-USE BORROW II
.,.w. _ ~w~!"" o . t ~ SEDIIdENT :9"~ ` 16. The contractor shall diligently and continuous) maintain all erosion control devices and structures. _ . , ~ - 0~~; SITE OR 1HROUGH THE MINING ACT.
r . - e: ~.u . . _ o ~ ' ~>r. r ~ ~ ~ FED EX GROUND PACKAGE SYSTEMS, INC. 7. ALL EROSION CONTROL DEVICES SHALL BE INSPECTED AND MAINTAINED ON A WEEKLY BASS, AND j
_ ~ f X ~ ATTN: DAN EHRHART WITHIN 24 HOURS OF EVERY 1~2" RAINFALL EVENT. COPIES OF THESE INSPEC110N REPORTS MUST ~ m
: o ;RISER' IN D, , qq A 1000 FEDEX DRIVE BE KEPT ON SITE. Z Y MOON TOWNSHIP, PA 15108 S. All EROSION CONTROL DEVICES MUST REMAIN IN PLACE UN11L AREAS DRAINING TO THEM HAVE
. Tf „~ORARY ~ ~ . 412 859-22$0 BEEN PERMANENTLY STABILIZED, AND THE CITY, COUNTY OR STATE INSPECTOR HAS AUTHORIZED
o ~ ~ SILT FENCE' : ~ ~ , ; a 1 'l~ ( ) 1HEiR REMOVAL c~a
~ = ,a ~-~'N"'" w J~,r,~` ~ o ` o of o ~ ~ ; ~ - ! ' - - ~ t ~ ~ ~ ~ g. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE JUNE 1, I ~ ON SITE CONSTRUCTION MANAGER: 2006, NC DENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
t .r - o I ~ _ °oM I SHIEL SEXTON COMPANY, INC. 10. THE STORMWATER POLLU110N PREVEN110N PLANS (SPPP) SHAl1 SERVE AS A GUIDEIJNE FOR STORM ~NOO
, o c ~ , - .t ~ ' ATTN. TONY JUAN WATER QUALITY BUT SHOULD NOT BE INTERPOLATED TO BE THE ONLY BASIS FOR IMPLEMENTAl10N
fi is - ~ a , ` 902 N. CAPITOL AVE. OF STORM WATER QUALITY MEASURES FOR THE PROJECT SITE. THE PROJECT SITE OWNER IS ~3z~ia E ~ ~ ~ RESPONSIBLE FOR IMPLENIING, IN ACCORDANCE TO SPPP, ALL MEASURES NECESSARY TO ~ ° °iD~O '
< o, ~ , i ~ 0 f F = o [ s . : INDIANAPOLIS, IN 46204 ADEQUATELY PREVENT POLLUTED STORM WATER RUN-OFF. o
. s c , _ - .r _ ~ [phone] F~UF4
0 0~. ~ . ` . r ~d ' . ~ ~ a, '1EMPORARY ~
0 J ~ ; : s- v: ~ Wis. r t. ~ ' ~ ~ . ONS~JCTION N 0
$ .u~ ~ ~ 3 ~j.', = ~ u ~ \ . yy C S
- ~ ~ ~ ~ ~ - . a4~ _ ~ 0
y y ~ 1 orb ~ ~ - _ ~ ~ , , , _ . o ~ 1 ~ ' ~ ; S®BED PREPARAl10N (SP) S
r . v- i I ~ z, i 1 , ,',I h; SP-1 FILL SLOPES 3.5:1 OR STEEPER TD BE SEEDED W1TH A HYDRAULIC SEEDER (PERMANENT SEEDINGS) W
@ i . 9 - - _ . ~ - - d ~ ~'I 1) LEAVE 1HE LAST 4-6 INCHES OF FILL LOOSE AND UNCOMPACTED, ALLOWING ROCKS, ROOTS, LARGE CLODS AND OTHER DEBRIS TO REMAIN ON THE SLOPE.
i. iu. , a , ' 3.76'A . - ~ 1 ~ 1 r ' d _ I, - - . " ~ ~ - ~ 2) ROUGHEN SLOPE FACES BY MAKING GROOVES 2-3 INCHES DEEP, PERPENDICULAR TO THE SLOPE a
, ~ ' ~ 4~ 3) SPREAD LIME EVENLY OVER SLOPES AT RATES RECOMMENDED BY SOIL TESTS. ~ ry T ~ ~ _ SP-2 FILL SLOPES 3.5:1 OR STEEPER (TEMPORARY SEEDINGS) m
RLSER BASIN 1 . - ~ a r ~ _ _ . _ , I . I L' I ~ ~ ~ ~ ~ ' . ~ ~ I ~ 8Rr4~,Y ~ 1) LEAVE A LOOSE, UNCOMPACTED SURFACE. REMOVE LARGE CLODS, ROCKS, AND DEBRIS WHICH MIGHT HOLD NETTING ABOVE THE `v "o
s ry' ~ I . , << 1 , ~ ~ ~ ~ ~ t SURFACE. ' SILT FENCE` ~ o
f TEMPORARY f _ j ~ ~ `t RLSE B p ~ _ ~ ~ ; ( ~ 2) SPREAD LIME AND FERTILIZER EVENLY AT RATES RECOMMENDED BY SOIL TESTS, . . _ . ~ w G.-N
o, _ CONSTRUCTION - ~ ~ ,x, w, t . _ . - - , ~ - - ~ `.w, 3) INCORPORATE AMENDMENTS BY ROUGHENING OR GROOVING SOIL SURFACE ON THE CONTOUR ° =~~m ~ ~ SP-3 GENTLE FLAT AREAS 3.5:1) ~ y ~ ~rii
LIMITS t _ ~ ~ 6 . _ ~ _ ~ _ - ~ , - - ~ _ 1) REMOVE ROCKS AND DEBRIS THAT COULD INTERFERE WITH 11LLAGE AND THE PRODUCTION OF A UNIFORM SEEDBED. z oz~~
. rR ~ n i , - a w F ~ s . ~ - " "mm rrt ~ - _ _ ~ _ Y - - ~ I ' ~ haw ~ S _ ~ ~ 2) APPLY UME AND FERTILIZER AT RAZES RECOMMENDED BY SOIL TESTS; SPREAD EVENLY AND INCORPORATE TO A DEPTH OF 2-4" ~ oi~~
- . W1111 A FARM DISK OR CHISEL PLOW, ~ _ ~ 3) LOOSEN THE SUBGRADE IMMEDIATELY PRIOR TO SPREADING TOPSOIL BY DISKING OR SCARIFYING TO A DEPTH OF AT LEAST 2 ~
5. . . _ , - - - ~ _ . s,.,.~ ~ : , r ~ a ~ INCHES. ~
p g c ~ ^ a. _ - s.• _ 4) SPREAD TOPSOIL TO A DEPTH OF 2-4 INCHES AND CULIIPACK. ~ 0 5) DISK OR HARROW AND RAKE TO PRODUCE A UNIFORM AND WEIl-PULVERIZED SURFACE.
~ E ~ ~ ~ ~ 6) LOOSEN SURFACE JUST PRIOR TO APPLYING SEED.
_ , 1 ~ ~ ~ ~ _ y- 'V • I SING ME1FI .ODS (SIII
9 . ~ ~ _ s',, , _ . ~ r I, I ~ SM-1 FILL SLOPES STEEPER THAN 3.5:1 (PERMANENT SEEDINGS) o
I t I I 1 USE HYDRAULIC SEEDING EQUIPMENT TO APPLY SEED AND FERTILIZER, A WOOD FIBER MULCH AT 45 L6~1,000 FT2, AND MULCH Q ~ ~ ~ I TACKIFER. ~
'i ~ SM-2 GENTLE TO FLAT SLOPES (<3.5:1) w ~ d
p, ? 1 ~ , ~ 1) BROADCAST SEED AT THE RECOMMENDED RATE WITH A CYCLONE SEEDER, DROP SPREADER, OR CULTIPACKER SEEDER, a w > ~
' . ~ k : _ . _ I,~, y z 2) RAKE SEED INTO THE SOIL AND LIGHTLY PACK TO ESTABLISH GOOD CONTACT. ~ ~ o ao ~Jcn xNo td~ki_tad~l. ~
~ ° - MU-1 SLOPES (3.5:1-2.5:1) ~n ~ w ~ ~ ~ ~ wz z,3
; , ~ ~ . , - . r - ~ ~ IN MID-SUMMER, LATE FAIL OR WINTER, APPLY 100 LB~1,000 FT2 GRAIN STRAW, COVER WITH NETTING AND STAPLE TO THE ~ ~ ~
t . { , { ~ ~ SLOPE IN SPRING OR EARLY FALL USE 45 L8~1,000 FT2 WOOD FIBER IN A HYDROSEEDER SLURRY. z Q ~ ~ MU-2 GENTLE TO FLAT SLOPES (<3.5:1) Q Q o o N
e f ~ - t _ . Y. ~ ~ . ~ E : F` ~ ,r I r' t ' ~ ~ ~ ,r;' 1 ~rl~' APPLY 90 tB~1,000 FT2 (4,000 LB~ACRE) GRAIN STRAW AND MECHANICALLY TACK OR USE NON-TOXIC GLUE TACKIFIER. z ~ ~ ~r
' ~ ~ ; _ J - _ ~ - .TEMPORARY ~ . ~ ~ - y E ' I ,1,' ~ ` ` ~ ~ ~ MU-3 GRASS-LINED CHANNELS NORTH AMERICAN GREEN S756N (OR APPROVED EQUAL)TO 1.5 FEET A80VE CHANNEL FLOW LINE. TACK ~ / ~ ,i W ACCORDING TO MANUFACTURES SPECIFICATIONS. THE S75BN SHALL MEET REQUIREMENTS ESTABLISHED BY THE EROSION
~ ~ , t 1 . " l " - CONTROL TECHNOLOGY COUNCIL (ECTC) SPECIFlCATEON AND THE U.S. DEPARI~MENT OF 1RANSPORTA110N, FEDERAL HIGHWAY
~ - ~ ~ _ . 6 [ . _ : 1 'I I ' ~ E~ ~ - ADMINISTRA110N'S {FHWA) STANDARD SPECIFCATONS FOR CDNSTRUC110N OF ROADS AND BRIDGES ON FEDERAL HIGHWAY ~
_ w _ g t. F 1 i 1 ~ ; I ' ~ ~ - ~ PROJECTS, FP-03 2003 SECTION 713.17 AS A TYPE 2.C SHORTTERM SINGLE NET EROSION CONTROL BLANKET. ~
/ : l~ . ~ ~ z ~P, ' ~ ! 1 ~'I MU-4 S1EEP SLOPES (2.5:1 - 2:1 AND AS INDICATED ON PLAN) ~ 9 ~ ~ ~~~1 ~ NORTH AMERICAN GREEN C1256N (OR APPROUm EQUAL) TACK ACCORDING TO MANUFACTURES SPECIFICATIONS ~
~ ' , ~ ~ , , r ~ I . _ - ~ 1 .78 SET ~ y ~ - ,I T SHALL MEET REQUIREMENTS ESTABLISHED BY THE EROSION CONTROL TECHNOLOGY COUNCIL (ECTC) SPECIFICATION AND 1NE U.S.
Geo. _ ~ _ _ t _,1 .s i.: ~ ~ r' . ~ ~ , ~ DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRA110N'S (FHWA) STANDARD SPECIRGAl10NS FOR CONSTRUCITON OF
-...A _ i, i _ - y _ ~ _ ~ _ - , r'% i . ~ ~ _ . , ~ ~ ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03 2003 SECTION 713.17 AS A TYPE 4, LONG-TERM EROSION CONTROL ~ BLANKET.
u~ ~ < I _ r ' t x . _ ~ ~ h: ~ ~ f - / ~ . ,
,..r - . ~ , ~Q ~ - ~ A _ ~ ~ ; - . _ . . . ~ , - MA-1 REFERIILIZE IN LAiE WINTER OR EARLY SPRING THE FOLLOWNG YEAR. MOW AS DESIRED.
_ * ~ ...~t~ t g ~ ~ . -w ~ i - L, - - , ~ \ ~ _ _ Z - ~ ~ - - a - _ - . a } - _ r . , _ - / , I , ~ I', ~ ~ , ~ . ° ~ MA-2 KEEP MOWED TO A HEIGHT OF 2--4 INCHES. FERIIUZE Willi 40 LB~ACRE (1 L8~1,D00 FT2) NITROGEN IN WINTER AND AGAIN THE
_ _ - - ' , _ y - ' FOLLOWNNG FALL. I ] '
` - ' V' ~ F ~ z _ 4 - . _y ~ MA-3 INSPECT AND REPAIR MULCH AND LINING. REFERIILiZE IN LATE VNNIER OF THE FOLLOWNG YEAR WITH 150 LB~ACRE 10-10-10 (3.5 ~ ~ ~ ~ L8~1,OOOFT2). MOW REGULARLY TO A HEIGHT OF 3-4 INCHES.
a , _ - ~ _ , . , L , " _ - ' - MA-4 TOPDRESS WITH 10-10-10 FER11LiZER IF GROWTH IS NOT FULLY ADEQUATE,
f ~ ~ T ~ ~ ~ s ~ ~-y ~ ~ , ~ , ; 1~ MA-5 TOPDRESS INTH 50 LB~ACRE {1 L8~1,000 FT2} NITROGEN IN MARCH. IF COVER IS NEEDED 1HROUGH THE FOLLOWING SUMMER, OVERSEER WITH 50 LB/ACRE KOBE LESPEDEZA.
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m t 'S T 0336 7 ~XIST. STORM sHEr No.
a TOP FACE OF BRASS DISK ij~ ® o STRUCTURE
° IN FEET ELEVATION: 962.15' (N.A.V.D. 88) 7x8 BOX CULVERT
S d inch = 150 ft. N 860256.29-"' Y INV.-875.83, 0005.00
y E 1693433.87 m
LATEST PRINT November 13, 2D08 SUPERCEDES ALL PREVIOUS 0005-00.dwg J

This drawingq has been prepared solely for ~
the use of FedEx and there are no
reppresentations of any kind made by Giffels of North Carolina PC/181 Group to
II~C lE ~ TOP FACE OF BRASS DISK any party with whom Gi{fels of Norfh Carolina, PC~IEI Group has not entered into Z
ELEUATION: 962.15' (N.A.U.D. 88) a contract.
-x - x - N 860256.29 This drawing shall not be used far construction
Temporary Silt fence 2 E 1693433.87 0D& purposes until the seal and signature of the responsible registrant appears on the drawing,
and proper ppermit forms and related fees are transmitted by the Owner, Owner's Agent, o,r o
® Denuded Limits Contractor to the Authority Having Jurisdiction.
X X- Silt Fence with Rods Check Dam 4 - _
-
Tin ear Rods Check Dam s - m
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Tempaay Sflt Ditch 7 ,
_ _ _ 008. ENTRANCE ,r ,y - . - r
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033687 - SHEET No.
f 3 ( \
0005.01 NORTH
m LATEST PRINT November 13, 2008 SUPERCEDES ALL PREVI US ~~t,; oQ 0005-OO.dwg

This drawing has been repared solely far
, - =i r ~ c~ ere are no ~ the use of,l~edEx and t
~ ~ ~ ~ ~ _ _ aM. _ ~ .y ; A ~ ~ F ~ - representations of any kind made by Giffels of North Carolina PC/IBI Group to
~ ~ a ~ Grp any party with whom Giffels of Norfh ~ ~ ~ Carolina, PC/IBI Group has not entered into Z
~ - a contraot.
wt - s } , - P 4 ~ This drawing shall not be used for construction
_ _ _ _ ' ~ TEMPORARY y `'r purposes un-til the seal and signature of the ' ` responsible registrant appears on the drawing,
_ = slog D ~ and proper ppermot forms and related fees are ~ ~ - transmitted by the Owner, wner's Agent, or o O
y$ . ~ m~ ~ - ~ ~ ~ Contractor to the Authonty Having Junsdiction.
4 - ,M,~ , . - ,..,.:r - TEMPORA Y _ ~ ~ -
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~ . _ ~ ; n~~~~~~ NORTHEAST d z ~ ~ ``'~.c
_ Denuded limits ~ _ . ~ ~ _ ~ ~ ® mos
~It Fence with Rode Check Dam a ~p .-m..._ti_ ry... NORTHWE w ~
~ . ~ ~ , ~ a w ~
GATEWAY k' ~ O w w ~~o w KEY PLAN r ; _ BUILDING U p~ 3~ .
X---~( X ~ _ ~ _ k~ X x X~ \ ~ Temporay Rode Check Dam s f ~ WASH ~ d oz~ T.£SfOR ~ ~ M z `~v
Q ~ ~ _ ao6. ' STRUQTLIRE ~ . ~ ~ JQTIIRE- ~ ~ ~ ~ a e ~ BUILDING ® Q Boa y $ a.° ~ ® ~ ~ - Ware
o ~ ~ - e ~ ~ Denotes Sed'enent Basin Drainage Area ~ ~ V ~ e o a~ i- m - d ~ _ _ GATE
r , n U F 9 ,emu ~ ~ HOUS m W ~ ~~o E ~ _
V _ a~ ~ IY 0 ~ F ~ NORTH rim
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T 1SK '~s~ TOP FACE OF BRASS D a i Y i \ i . ~ / ~r
° Baffles s ELEVATION: 962.15 N.A.V.D.88) 0 m N 8~~ t ~ /i~ / ~ / ~ ~ ASS/ i Q F ~JZ_ ~ ~ i Q,,:~F Q~,+.~ ~ V Ua
3 ~ ~ 0(>8. N 860256.29 ir. ~
E 1693433.87
X- X Double Row Hi~-Hazard Sit Fence 5 GRAPHIC SCALE ~c SEAL SHEET NO. 033687
z 60 0 30 60 20 240 U ENLARGEMENT AREA
SCALE: 1°=30' 005,0 I N.
DEtbtES 20' ZONE 2 RMIMMM BUFFER 3 0 0 J,~" " J 9 N SOUTHEAST C005.02
a ( IN FEET ) ME- LL C~C~N EGA G Call Before You Dig 1-800-632-4949
rn o OEN01B 30' ZONE t RAH "M BUFFER 1 inch = 60 ft. Call
x LATEST PRINT November 13, 2008 SUPERCEDES ALL PREVIOUS d~ J 0005-OO.dwg
m

This drawinqq~~ has been pprepared solely for

~ ; , ~ ~ ° - o ~ = ` ~ ~ ~ reeppresentati nsd of andy tkinde maden by 0 Y ~ ~ Giffels of Ngrfh Carolina PC/IBI Group to
P - ` . _ o any party with whom Giffels o North
_ F ~ ' , 1 ~ ~ TOP FACE CF BRASS DISK as olntracPC/IBI Group has not entered into z , ~ ~ i f ~~I - i~-,~' ~ ELEVATION: 962.15' {N.A,V.D. 88) w ~
A. 3 j ~5 ij ~ 1 N 860256.29 This drawing shall not be used for construction N
g x - e - . . ~ - r e.. a a ~ i , 1 ~ purposes un"til the seal and signature of the U x~° F k ; ~ E 1693433.137 responsible registrant appears on the drawing,
~ , _ 1 a < ~ % yr, and roper ppermit forms and related fees are ""A I ~ ` h~ transmitted by the Owner, Owner's Agent, ®r a
~ - I Contractor to the Authority Having Junsdaction.
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SiIT fENC~ ~ ~ , ~ ~ Denuded limits
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- ~ , ~ , _ r ~ , ° _ ~ ° TEMPOR RY Temporary Rodc Check Dam s w
_ , ~ r i _ ~ CONST~UC110N
- r _ ~ _ - f- , t - J t1~iT9' ` . ~ ~ ~ ~
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SKIMMER , i ~ ~ o o ~ ~ • SKIMMER ~ ~i • w Baffles s.o ~ ° o a
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~ ~ =SILT FENCE r~,~ ~ _ _ , j ~ Y9 rn
` _ - = ;WITH ROCK r ° y ~ _ £:,F CHECK DAM ( 1 7 T I / w uQ~00 N
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GRAPHIC SCALE M I j - .Q
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m., ~ 0 60 0 30 60 120 240 € ~ _ z „ S~OiI TRAILER
GARAGE 33687 SHEET NO. SOUTHWEST = 9 `
IN FEET C005-03
0 1 inch = 60 ft.~ r ; Y p
m LATEST PRINT November 13,2008 SUPERCEDES ALL PREVIOUS t~ a C005-OO.dwg

This drawin has b®®n repared solely for ~ the use of ~'edEx and there are no
i', t i reppresentations of any kind made by ~
_ _ ix ~ ~ Giffels of North Carolina PC/IBI Group to ~ ~ ~ any party with whom Gi{fels of North
I , ; I j~ l , I ~ Carolina, PC/IBI Group has not entered into Z ~r ~ ~ a contract. W
TEMPORARY HAUL ROAD, COORDINATE ~ ~A ~ m This drawing shall not be used for construction =
CONSTRUCTION WITH OLD GREENSBORO ~ ~(~[~(>;o~(n~ ~ ~ ((~~(~~~I~(~ t purposes until the seal and signature of the
TEMPORARY = ROAD ALIGNMENT CONTRACTOR. _ CONSTRUCTION _ _ ~ I ~ U~LS /i-~ V~ JV LC,(11~ / responsible r®gistrant appears on the drawing, €I~ and proper permit forms and related fees are
(JMITS _ S;, ,i transmitted by the Owner, Owners Agent or o Call Before Y®u Dig 1-800-632-4949 contractor to the Authority Having Jurisdiction.
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_ _ . I ~ ~ ~ ~ ~ ' ; ~ TEfPORARY
~ ~ ; ~.CONSTRUGTION . _ _ _ - _ - ' ~ DENOtES 20' ZONE 2 BUFFER w ~ ~ ~ ~W ~
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~ . : ~ ~ ~ F ~ o _ ~ ~ ~ ~ ' . ~ 1 OENOII:S 3D' ZONE 1 RMDLENAN ~ ~ x ~
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t ) ~ ham. ~ ~ ;a SEAL a~ 033687 - SHEET No.
F I 1 1~
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SKI s COO i04
a
LATEST PRINT November 13, 2008 SUPERCEDES ALL PREVIOUS ~i 0005-OO.dwg

This drawing has been prepared solely for
the use of "FedEx and there are no reppresentations of anyy kind made by -
Giffels of North Carolina PC/181 Group to
CONSTRUCTION SEQUENCE any party with whom Gi{fels of Norfh `'AV Carolina, PC/I81 Group has not entered into ° ' Y i' Z
1. The contractor shall concentrate initial grading activities on construction of the building pad for the ~ a contract. ~
western portion of the main building. The construction of this pad will involve cut activities along ~ ~ ~ This drawinct shall not be used for oonstruction N r 1 _ / purposes until the seal and signature of the ~J
the northern half of the building and pushing that cut material south. The southern portion of the r L,l responsible registrant appears on the drawing,
' ' it f fill. Material cut from the northern ortion of the ~ building pad will be constructed pnmar y o P ~ Call before You ®i 1-~00-632-4949 and proper ppermit forms and related fees are g transmitted by the Owner, ~wner's Agent, or o
buildin ad will be laced as fill material to construct the southern half of the building pad. Once 9P P Contractor to the Authority suing Junsdlcteon.
ildin ad for the western ortion of the ro osed building is constructed the contractor can the bu g p p P P e in movin east to be in construction of the remaining building pad. _
b9 9 9 2. As ortions of the buildin ad are completed they shall be stoned to help stabilize the areas. P 9P .
tldin ad is com leted foundation construction will begin. At 3, When the first area of the bu g p p m
this oint the tem orar concrete washout area must be installed for use by the footing P P Y - ' EROSION CONTROL NOTES
contractors. 1, ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLAl10N OF
f the buildin ad for the eastern ortion of the 4. As the contractor begins construction o g p p THE STATE AND COUNTY EROSION CONTROL REGULAITONS AND IS SUBJECT TO A FINE.
" in radin efforts should be focused on filiin the narrow valley at the midsection of proposed build g g g 9 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLAlI~
line. An ei ht 8 inch erforated underdrain shall be installed within this area the south property g O p - _ . to drain an ground water that moy develop in the area. This underdrain shall be installed in ~ ~ " OF THE STATE AND COUNTY EROSION CONTROL REGULATIONS AND IS SUBJECT TO A FINE.
Y ' ~ accordance with the details shown with the construction plans during these initial fil activities. 3. STABILIZA110N IS THE BEST FORM OF EROSION CONTROL TEMPORARY AND~OR PERMANENT SEEDING OR VEGETATION IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED
This i e will outlet to basin 3 until later in the construction phasing. PP ~ AREAS, AND IS SPECIFICALLY REQUIRED A5 PART OF THE CONTRUC110N SEQUENCE SHOWN
5. As fill is bein laced alon the ed es of the site, embankment matting should be placed on 9P 9 9 ON THE PLAN.
- all cut slo es and fill embankment. Permanent seeding shall be placed to help stabilize the slopes. - P FOR TEMPORARY SEEDING, ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN w
I es shall be tracked as described in detail 1 0008.04, Diversion dikes and slope drains shall be - ~ Sop ~ - I I; 21 DAYS OF ANY PHASE OF GRADING. ~
' i hall be maintained alon the to of the fill sloe TEMPORARY n Brans s P - E' constructed on all fill slo es. Dikes a d 9 P P = ~ , _ CONSTRUCTION _ - - ? FOR AREAS OF PERMANENT SEEDING OR VEGETATION, ALL GRADED SLOPES MUST BE
- daily, I maintain all erosion control devices and structures. ~ ' , ~ _ LIMITS 1 _ _ 6. Contractor shall dih entl and Conti uous ~ f ~ 9 Y Y ~ _ SEEDED, PLANTED OR MULCHED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS AFTER a ~ t ' ~ ~ FfNAI GRADE IS REACHED, UNLESS TEMPORARY STABILIZATION IS APPLIED.
h radin of the buildin ad and western ortion of the site has been completed ~ TEMPORARY - ~ ~ ~ ~ - y 7. When rou g 9 P P >F ~ ~ ~ ~ 9 9 ~ t - , ,
r shall move to the Phase III SWPPP as detailed on sheets 0005.10 - COO5.14. -CONSTRUCTION ' ~ f, ~ ~ t ~ _ ~ i the contacto _ ~ _ ~ ~ _ ~ , I p _ _ ~ - 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A ~ ~ M~.H ~ r - REPRESENTATIVE OF NCDENR. ~
- " ENTRANCE ,;r , S ~-__.._.v~..__.___ ~ , ~ _ 5. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' s o
Y ~ ' TEMPORAR - - - - ! _ t t REQUIRE ADEQUATE TERRAGNG. ~ o
CONSTRUCTION - LIMITS ~ -.4 ~ 1 ~ g, IF THE SAME PERSON CONDUCTS LAND DISTURBING ACIINTY AND ANY RELATED BORROW OR WASTE . y,.
+ N BETE = ~ ~ - 1 { - , CO C - - ~ I ~ ~ ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY SHAIt CONSITITUTE PART OF THE LANG
= ~ ~ ~ ~ , t ~ ooe, WASHOUT OWN R; DISTURBING AC1TwTY UNLESS THE BORROW OR WASTE ACITVITY iS REGULATED UNDER ~iE MINING o o ~ ~ ~ ~ ~ FED EX GROUND PACKAGE SYSTEMS, LNG. ACT OF 1971, OR IS A LANDFILL REGULATED BE THE DIVISION OF WASTE MANAGEMENT. IF THE ~ o o d
AREA . - - ATTN. DAN ENRHART LAND DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED II
v ~ , ~ ~ _ BY THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBING ACI1UITIES AND ~ 1000 FEDEX DRIVE MUST BE PERMITTED THROUGH THE SEDIMENT POLLUTION CONTROL ACT AS A ONE-USE BORROW
, e _ o , _ ~ - - MOON TOWN51•IIP, PA 15108 sITE oR THROUGH THE MINING ACT.
- ~ , . - • . , ~ _ [phone] 7, ALL EROSION CONTROL DEVICES SHALL 8E INSPECTED AND MAINTAINED ON A WEEKLY BASIS, AND O } ~
, _ ~ ~ ~ WITHIN 24 HOURS OF EVERY 1~2" RAINFALL EVENL COPIES OF THESE INSPECTION REPORTS MUST ~ z °
- 4 , . ~ t, u , ~ _ _ i . . _ - _ ~ ~ ON SITE CON5IRUCTION MANAGER; BE KEPT oN sITE. ~ w ~ w I
~i~. 3 _ _ ~ " , x _ ~ ~ / ~ _ ~ { TES ' ~ 3 _I.a,f SETTEE SEXTON COMPANY, INC. 8. ALL EROSION CONTROL DEVICES MUST REMAIN IN PLACE UNTIL AREAS DRAINING TO THEM HAVE ~ ~ ~
x o fl r - _ a { { ~ ~ TEI~PORAR~" ~ ~ ATTN: TONY SULIVAN BEEN PERMANENTLY STABILIZED, AND THE CITY, COt1NTY OR STATE INSPECTOR HAS AUTHORIZED ~ THEIR REMOVAL s o~ • ~~~~~SI)_lA"E ~"~f~ 902 N. CAPITOL AVE. g, ALL EROSION CONTR01. MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE JUNE 1, °m"
- ~ ~ ~ ~ ° ~ to h I ; - - - ~ - ~ t ? ' € ~ i 1 _ ~ ~ - y _ _ , . ~ - ~ ~ F. - . ` - '~tRO ~ INDIANAPOLIS, IN 46204 2006, NC DENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
~ f ` ~ [phone] ,
k , . - , . o ~ ~;d r g~.~~~ . ~tZ~~ ; _ 3 rnm
_ ~ Y~ ~tl~C~ - , e ~ q € r ~ ~ - L4bd~ N ~ RFFI1F3m PREPARAl10N Na~oo
~ y, ~ - •r , ~ ~ ~ , ` . - ~ a ~ ~ . ~ } ~ 5P-i FILL SLOPES 3.5:1 OR STEEPER TO BE SEEDED WITH A HYDRAULIC SEEDER (PERMANENT SEEDINGS) r°or~'o o \ rroVr-d.. ` L
- ' , r. f . ' _ amu~ .x n , - ~ ~ C ~3RUCTtON - y i) LEAVE THE LAST 4-B INCHES OF FILL LOOSE AND UNCOMPACTED, ALLOWING ROCKS, ROOTS, LARGE CLODS AND OTHER DEBRIS TO
- t _ . ~ ~ _ - ~ ~ REMAIN ON THE SLOPE. a 2) ROUGHEN SLOPE FACES BY MAKING GROOVES 2-3 INCHES DEEP, PERPENDICULAR TO THE SLOPE. ~ v
l s ~ ~ =F. 4 " _ „
TEMPORARY q ~ ~ 3 ~ ~ 6 3) SPREAD LIME EVENLY OVER SLOPES AT RATES RECOMMENDED BY SOIL TESTS. SP-2 FILL SLOPES 3.5:1 OR STEEPER (TEMPORARY SEEDINGS)
. _ _ cONSTRUC¶oN ~'y I) LEAVE A LOOSE, UNCOMPACTED SURFACE REMOVE LARGE CLODS, ROCKS, AND DEBRIS WHICH MIGHT HOLD NETTING ABOVE THE ~ ~ L,w. SURFACE. ~ m
LIMITS - , ~ a ~ _ _ _ ~ 4, . ~ ~ 2) SPREAD LIME AND FERTILIZER EVENLY AT RATES RECOMMENDED BY SOIL TESTS. w
- - ~ ~ ; Y , 3) INCORPORATE AMENDMENTS BY ROUGHENING OR GROOVING SOIL SURFACE ON THE CONTOUR.
,w ~ _ ~ a ~ E _ - # ~ ~ SP-3 GENTLE FLAT AREAS 3.5:1) SILT FENCE"' ~ 1) REMOVE ROCKS AND DEBRIS THAT COULD INTERFERE WITH 1TLLAGE AND 11iE PRODUCITON OF A UNIFORM SEEDBED.
s , ~ ~ l _ _ - ~ ' ~ ~ ~ 2) APPLY t1ME AND FERTILIZER AT RATES RECOMMENDED BY SOIL TESTS; SPREAD EVENLY AND INCORPORATE TO A DEP1N OF 2-4" ~ r
~ - - ~ r ~ - . - Y . - ~ ~ ~ WITH A FARM DISK OR CHISEL PLOW,
~ ~ _ ~ . , , _ _ - 3) LOOSEN THE SUBGRADE IMMEDIATELY PRIOR TO SPREADING TOPSOIL BY DISKING OR SCARIFY]NG TO A DEPTH OF AT LEAST 2 ~ mo a. - INCHES.
_ ~ _ _ ~ - ~ ~ _ ~ , A, ~ ~ ~ _ ~ - s v ~ _ ~ ~ 4) SPREAD TOPSOIL TO A DEPTH OF 2-4 INCHES AND CULTIPACK. ~ ~ ° ~.ro. i, C
_ _ ' _ _ f ~ , a _ ~ - . _~'ti 5) DISK OR HARROW AND RAKE TO PRODUCE A UNIFORM AND WELL-PULVERIZED SURFACE. ~ =~~`n UU
, ~ d, ~ ~ ~ , ~ ~ 6) LOOSEN SURFACE JUST PRIOR TO APPLI1NG SEED. ~ ~rT" \ S®~1611EiHODS fS~i) z° "m~
- - t: i 4 ~ SM-1 FILL SLOPES STEEPER THAN 3.5:1 (PERMANENT SEEDINGS) ° ~ Ummm
il, , , ~ ~ USE HYDRAULIC SEEDING EQUIPMENT TO APPLY SEED AND FERTILIZER, A WOOD FIBER MULCH AT 45 L6~1,000 FT2, AND MULCH ~ ~ o ~ o
~ "a . ~ r ~ , , . ~ - t TACKIFER. ~ m~`LL ~ V ~ SM-2 GENTLE TO FLAT SLOPES (<3.5:1) h-~a
- r' - _ - ~ _ ~ - _ ~ ~ , s- I) BROADCAST SEED AT THE RECOMMENDED RAIL='MTH A CYCLONE SEEDER, DROP SPREADER, OR CULITPACKER SEEDER.
I 1' ~ _ ~ ~ , . ~ . _ ~ , ~ _ I , , L, ~ t e , , - ~ _ ~ ~ ~ 2) RAKE SEED INTO THE 501E AND LIGHTLY PACK TO ESTABLISH GOOD CONTACT.
' 1 - , " ~ - ~ y . p ~ ~ - MU-1 SLOPES (3.6:1-2.5:1) ~
< ~g ~ g p ~.ww. m.e wwnd £ t v.»s" r i f ,~%g ~ ( ~ # fg pp ~ . !N MID-SUMMER, LATE FALL OR WINTER, APPLY 100 LB~I,000 FT2 GRAIN STRAW, COVER WITH NETTING AND STAPLE TO THE o
. b - ~ 3 ~ r ~ - - - _ ~ ~ ~ ~ SLOPE. IN SPRING OR EARLY FAIL USE 45 LBJ1,000 FT2 WOOD FIBER IN A HYDROSEEDER SLURRY, Q
I ~ - - , ~ _ ~ ~ ~ , _ , _ .a W~ MU-2 GENTLE TO FLAT SLOPES (<3.5:1)
s ~ _ . , ~ „ _ - ~ APPLY 90 L6~1,000 FT2 (4,000 LBJACRE) GRAIN STRAW AND MECHANICALLY TACK OR USE NON-TOXIC GLUE TACKlFIER. w ~ Q ` " MU-3 GRASS-LINED CHANNELS NORTH AMERICAN GREEN S758N (OR APPROVED EQUAL)TO 1.5 FEET ABOVE CHANNEL FLOW l1NE. TACK Q ~ ~
_ r~ . ~ - - .d - - i $ _ _ , ~ _ - _ ~ ~ ~ ACCORDING TO MANUFACTURES SPECIFICATIONS. THE S75BN SHALL MEET REQUIREMENTS ESTABLISHED BY THE EROSION ~ ~ o,aQ
_ ~ , 3 - I ' ~ \ ti , ~ ~ ~ CONTROL TECHNOLOGY COUNCIL (ECTC) 5PECIfICAITON AND THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ~ X ~ o
~ ~ , , r _ ; ~ . ~ i~~ ADMINISTRATION'S (FHWA) STANDARD SPECIFCATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY w z w ~ I ~ ~d PROJECTS, FP-03 2003 SEC110N 713.17 AS A TYPE 2.C SHDRTTERM SINGLE NET EROSION CONTROL BLANKET. ~ ~ ~ ~ ~ ~ ~ ~3~
r ~ x ~ , v ~ ~ , f E , r _ y ' ' ' ~ J ~ MU-4 STEEP SLOPES (2.5:1 - 2:1 AND AS INDICATED ON PLAN) z ~ ~
~ . . , t _ f r P ~ ~ ~ ~ ~ NORTH AMERICAN GREEN C1258N (OR APPROVED EQUAL) TACK ACCORDING TO MANUFACTURES SPECIACA110NS. 4 d a o N t ~ ~ ~ ~ ,f r ; ~ SHALL MEET REQUIREMENTS ESTABLISHED BY 1NE EROSION CONTROL TECHNOLOGY COUNCIL (ECTC) SPECIFICATION AND THE U.S. ~ ° ~ ~
a - +~p ~ ~ ~ I ` I ~ ~ ~ DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S (FNWA) STANDARD SPECIFCAlIONS FOR CONSTRUCTION OF p
~ 3 _ - ' ~ ' ' ~ ~ ~ ~ ~ ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03 2003 SECTION 713.17 AS A TYPE 4. LONG-TERM EROSION CONTROL
~3 ~ ~ F , , ,~A i. t . ~ _ " ~ - ~ ~ ~r ~,r ~ . _ , N~~~ ~S BLANKET. ~ r ~ ~ , ~
,e TEMPORARY ~ ' _ ~ _ , k ~ ~ f ~ MIAIN AN CIA
SILT FENCE 4 r:.. -a _ . ~ ~ - y, ~ MA-1 REFERTILIZE iN LATE WINTER OR EARLY SPRING THE FOLLOWNG YEAR. MOW AS DESIRED. ~
~ ~ . " _ ~ , ~ e _ , , ~ ' MA-2 KEEP MOWED TO A HEIGHT OF 2-4 INCHES. FERTILIZE NT1Ti 40 LB~ACRE {1 L8~1,000 FT2) NITROGEN IN WINTER AND AGAIN THE OO . ~ ~ ' - , ' - FOLLOWING FALL
i ~ ~ ~ ~ ~ ~ ~ _ w _ w f ~ v ~ ~ ~ s ~ . ~ ~ ~ MA-3 INSPECT AND REPAIR MULCH AND LINING. REFERTILIZE IN LATE WINTER OF THE FOILO'MNG YEAR NTH 150 LB~ACRE 10-10-10 (3.5
_ ~ _ t g r a~ ~ , ~ s ~ ~ ~ LB/1,000FT2). MOW REGULARLY TO A HEIGHT OF 3-4 INCHES. i r i ~ ~b , 3 MA-4 TOPDRESS'MTN 10-10-10 FERTILIZER IF GROWTH IS NOT FULLY ADEQUATE.
I - ~w - ~ k - N; - , , ~ ° - - f ~ , ~ MA-5 TOPDRESS WITH 50 LB/ACRE (1 LB/1,000 FT2) NITROGEN IN MARCH. IF COVER IS NEEDED THROUGH THE FOLLOWING SUMMER,
x k e ~ - r ~ ~ t~' ' OVERSEED WITH 50 L8/ACRE KOBE LESPEDEZA.
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a 4- IN C005.05
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1 inch = 150 ft. LATEST PRINT November 13, 2009 SUPERCEDES ALL PREVIOUS 1' 5°05.dwg
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This drawing. has been prepared solely for
C~D~ the use of tedl:x and there are no reppresentations of an kind made by
~ ~ Giffels of North Carolina PC/I81 Group to '
NOTE. any party with whom Gi{fels of North t,~ Qa~aoli{~acPC/IBI Group has not entered into Z
-x x - Tempaar S1t Fence 2 TOP FACE OF BRASS DISK ALL UTILITIES WITHIN FUTURE W
ELEVATfON: 962.15' (N.A.V.D. 88) fie' N 860256.29 This drawing shall not be used for construction N RIGHT-OF-WAY ARE BY OTHERS purposes un"til the seal and signature of the
~ Denuded limits E 1693433.87 responseble registrant appears on the drawing, and proper ppermet forms and related fees are
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1 inch = 60 ft. q i i t use 0
m LATEST PRINT November 13, 2008 SUPERCEDES ALL PREVIOU t 0005-05.dwg

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cD H1 LATESTPRINT November18,2008 SUPERCEDESALLPREVIOUS 9 0005-05.dwg

This drawin has been prepared solely for
1 the use of ~edEx and there are no I ~ 1 E ? reppresentations of any kind made by
Giffels of North Caroling PC/l~l Gr~up to
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CONSTRUCTION AFL UTILITIES WITHIN FUTURE ~ ~~~G~~~~ ~ respponsible registrant appears on the drawing,
LIMITS F RIGHT-OF-WAY ARE ~Y OTHERS I~ and propper permit forms and related fees are
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9 ~ _ - : r - s s ; ' _ _ . , , " ~ ' ~ ~"~w ~~~.~TA'I['~~I1~ Il~]LIG®~1' IE~IIE~IL~CT.f~F3'lI~®~`T ~ m
~ - - ~ TEMPORA SI TEMPORASILT DITCH ~9B- ~ ~ r ~ ~ lE~~ g~~~ ~ g~ ~
rL 91].5 ~
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~ ~ ~ ~ ~~.s EE TRACKING - ly -x - x - Tempor~ SNt Fence 2
r~ ~ ~ ' ' ~ , , F r y - ~ ~ , . \ ~ ~ ~ D AIL "`SEE ~RACKiNG~ ~ . ~ ~ ~ ~ ' d ; ° o DETAIL . ' ODt3 0 ~ ~ I ~ ~
sa. A G ~ ~ ~ ~ . - ~ ~ Denuded ~rnits m I
~ , = ~ , _ ~ . ~ ~ ~ . . -
TEMPORARY ~ ~ a Temporary Rock Check Dam s ~ ; 1 .o t ~ . ~ ,,t ~ 'i oos. ~ ~e~~
] J ~ OOtVM
~m ~ 9 _ : _ . - : , ~ 9t I _ ~ ~ocii _ ~ _ i o ' w
. _ t U Eoq q
_ ~ J = ~ "'y ~ X ~ ~ , ` i p ~y t i
e - ~w _ . ~ , . ~ ~ r~ , t ~ Stab~ized Construction Entrance s H a
~ ~ ~ ~ ~ _ , ~ " ~ . , , ~ ~ 008, ~ a
~ + \ ~
~ ~ ~ ~ 1 -E~-E~-E~ Baffles s
~ z , t _ ~ ~ 3 - ~ ~ ~ , ~ ~ r ~ moo:. _ , ~ . a ~ ; ~ , , - i . 4~ Doe. o
~ ~ _ , a x ~ ` ~ ti W ~ ~ \ ~ ~ ~ ~ ~ ~ ~-X--~- Double Row Hgh-Hazard S~1t Fence s Q
_ _ q e - , ~ ~ . - ~
1 3 t 9 ~ ~ I Q W v o-
t_ \ ~ ~ ~ ~ i ~ , ' OENOIES 2d ZONE 2 RAtOLOIAN ~ ~ ° a °o
~ ~ I 8 _ _ _ - - _ ~ . k E . , ~
~ ` k - ~ f - - ~
$T ~ ' ~ . ~ ~ ~ ~ \ \ I DENOTES 30' ZONE i RANOIEYAN ~IFfER o ~ ~ # i ~ C
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- . / ~ ~ _
e ~ ` i =TEMPO Y '~I T,DITCH i~ ~ . ~
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~ t ~ o 1 _ _ TES, RARY _ ~ ~ ~ -
~ b08. ~LOPr~ DRAINS oa ~ / . _ , - ~ i¢ NOR~CH~A
p ~ w ~ = ' _ . ~ ; - _
N ~ - 1 1 ~ ~ ~ l ~.w, s ~ ~ , NORTHWEST _ - , _ . _ ,
P I, ~ M a~ ~ ~ ~ ~
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€ ~ ~ - _ 0 ~ ~ ATE U °0 ' { / / i ~ Fo ~ G t Q F
~ - _ _ HOUSE ~ _ \ ` ~ ~ ! ~J/ _ X30
' ~ _ 1.5 , ~EMPOI~ARY
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„d / 93B? fie. \ +y 6 ~ / Z ~ Z ~
' w~ r ! ~ ~ \ ~ ~ ~ ~ TRADER Q ~ ~ o« ~ ~ '~4'ti.. , ~ ~ GARAGE ~ ® ~ ~a~
~ ~ ~ \k ~ , ~ ~ ~ ~~W \ ~ ~ , - ~ SOUTHWEST W a
E l ~ ~'~v
,k ~ - _ £k _ k' q ~ ~ t SOUTHEAST ~ ~ ®,,~m
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1 1 ~ I', ~ ~ C A R ~~~'qi ~ Q ~ ~ ~ , ` ~ ~ ~ NORTH ~~fl¢~~ES~s%~~~~% a C~ ~
® / =E n SEAL SHEET NO.
LO E o f f
d Le) F Y
I C005-09
o z, IF, " "
V
13 C005-05.dwg LATESTPRINT Novemberl3,2008 SUPERcEr)ES E-PliEVIO
m m

CONSTRUCTION SEQUENCE This drawing has been prepared solely for the use of FedEx and there are no ~
reppresentations of any kind made by Giffels of North Carolina PC/I~I Group to
1. When the building pad and western portion of the site have been brought to rough any party with whom Gi{fels o North Carolina, PC/181 Group has not entered into Z
grade, install storm sewer structures PI-23 to PI-45. Install o temporary outlet pipe from PI-23 to Basin ~2. Install hardware cloth & gravel inlet protection at each structure as a contract,
they are installed. BH-31 and BH-32 are temporary structures. They will drain the building - ~ _ This drawing shall not be used for construction N
pad area until stone is placed and the concrete is ready to be placed. ~ 2. Contractor shall begin grading the eastern portion of the site. This construction will ~ purposes until the seal and signature of the res onsible registrant appears an the drawing,
an~ roper ppermit forms and related fees are
involve cutting on the north portion o{ this part and filling in the south portion of this part - ~ transmitted by the Owner, Owner's Agent, or o Contractor to the Authority Having Jurisdiction.
Slopes shall be roughened, top soil spread, seeded and erosion control blanket applied. _ _ _ ~t ~
3. Stone shall be placed on the eastern portion of the site as it is brought to rough rode. -
9 . . 4. As fill is being placed along the edges of the site, embankment matting and ~ m
permanent seeding shall be placed to help stabilize the sEopes. Slopes shall be tracked as -
de ri in ~ ~ TEMPORARY f, , sc bed deta~ 1/C008.05. The temporary slope drains will have to be raised with the
CONSTRUCTION - TEMPORARY fill. The areas should be graded to drain to the temporary slope drains.
ENTRANCE _ _ - CONSTRUCTION 5. Contractor shall diligently and continuously maintain all erosion control devices and ~ e - F ~ i
structures. ~ l1MITS r, _ ~ s
6. Once storm sewer structures PI-23 to P1-45 have been installed and the eastern _ _ portion of the site been rough graded, and all temporary sediment and erosion control ~ w=~ _ - ~ - TEMPORARY
_ ~ measures have been installed and/or repaired, the contractor shall move to Phose IU SWPPP ~ , ~ " - ; ~ ' , , ~ ~ SILT FENCE Y E ~
. as detailed on sheets C005.15 - 0005.19 ~ ,
- ~ ~ s r ~ _ - . ~ _ _
TEMPORARY - a= i , - - _ u~.-- - _ ~ . F ~m ~ w - ~ ~
. ~ . S UC ON ~ ' . ; CON TR Ti ~ ------_.._w~v_._. _....m -_e-~ _ u~ ~
f LIMITS z o
r. ~ . ,u , , _ { n ; ~ ~ - ` ,
- „ s, .k a~
_ ~ - _ _ _ - - ~ Z z
- - ~ ~ - _ ~ ~ . op NU O
r~g g~ , F J }
~ ~ I ~ -DENOTES 30' ZONE 1 RANDLEMAN BUFFER
_ - . , LL~ _ - - ~ ~ : ~ ro ~
c ~ ~Q r ~ - . ~ ; 1 ~ ~ a _ _ _ ~ _ d ~ ~ ~ ~ -DENOTES 20' ZONE 2 RAN~'LEMAN BUFFER ~ ~ ~ o Q
: " ~ , . ~ ~ ~ ` TEM~,OiARY 11 r -DENOTES STONED AREAS IN PHASE 2
~ ~ _o _ ~ - ~ .~,a ~ ~ k~ - _ _ _ ~ . ~ \ ~ ~ : .Y ~ / ~ ~ A ~ - . , ~ t t , ~r,
~ : v ~ ~tio € e~ 1 \ \ a ~ ~ . ~ . ~ "i F r ~
` yy . 'll~ z m o ` ~ . OWNER: w
P"d , Y ~ . A `f~, a , v © ~ ~ U e t r ~ o' ~ fr ~ V 't , ~ r ~ ~ ~ t . . ~ ~ ~ : FED EX GROUND PACKA(~ SYSTEMS, ING. ~ Q
~ ~ ~ ATTN; DAN ENRHART ~ ~ ~ U
~ ~ , 1. # ~ . ~ ~ , ~ , ~ ~ ' GRAPHIC SCALE o°o _ 1000 FEDEX DRIVE
r~, _ ~ ~ ~ ~ ~ MOON TOWNSHIP, PA 15108 f50 0 ~s Sao soo soo
~ ~ s , a : ,~-r ~ ; ~ ~ f~TRU ~ _ . - w - a ~ ~ r_ ~ 3 ~ ~ _ ~ " 1,~~ t [phone] a °Nqa fS1~UC11 ~ I ;y, , V ~mA ~
I ~ ~ ~ ~ 9 if1N ~ V uUrr o
O~T~rI MGR s..-~ o ~ ~ ~ e ~ ~ ' ~ ON ATE CONSTRUCTION MANAGER: (tN BEET } o o~~~ ;
2 f ~ \ / 1 SHIEL SEXTON COMPANY, INC. V$~®o _ - x ~ 1 inch = 150 ft. ors e ~ I ATTN. TONY SULIVAN o0 0®x a
s ~ - ; i ~ ; ` i-~ . ~ 902 N. CAPITOL AVE. ~~U~4 ~
~ .t' 3 ~ ~ y. fl- Q~. is ~ _ F 4 } ~ _ ~ 3 .4 4 ~ ~ ~ r ' ~ INDIANAPOLIS, IN 46204
/ , J, f t ~.r ~i ~ ~ ~ / a--F- > \ - - ~ ~ ~ , _ ~ ~ ,-i- ~ : ~ - r . ~ - i ~ _ TEM ARY X317) 374-1238
_ w- - i ~ ~.~1 t ~ ~ { ~ ~ - ra i
f ~ ~ ~ S F n ~ ~ , ~ t; ~ ~ a ~ ~ r
~ t ~ ~ ~ ~ ~r,. - ~ ~ . 4 ~ i ~ t Ir r ~ ~ ~ ~ s ~ ? j r i r' ~ . ~ ~ _ m
o' , l } I ~ ~ ~ , ~ ~ i} ~~~W'~ f ; - • - 4
~ ~ ~ „ r ~ .,,r~ 1 r ~ - ~ ~ ` ti - Q . ~ ~ , ~ _ - ` , : NOTICE: . _
; I ~ ~ ~ i c _ = ,w r
~ FILL SLOPES SHALL ~E NENCHED IN ~
i ; - r _ ~ U ~,r _ ,t ~ r 1• ~ ~ ( a,~ ` ' . ~ ACCORDANCE WITH NC60T STANDARDS m a=
. ,J r ® r TEMPORARY ~ ~ 3 . f ~ _ ' ~ ~ - SPECIFICATIONS.
. ~ ~ CONSTRUCTION ~ i ~ t , h ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ , I . 9 R' O*- ~Orn N
a 0 . LIMITS _ y ' „ ~ ~ ~ ' f 1 ~ ~ ~ CJ e`e avn ppp oo„r
~ , ~ f,.. a M - { ~ ~ r F FA d ~ { ~ I ~iL/i V ~L/ z p ea0 to o ~za~m
. I~t ~ ~ ~ r ~ _ ~ . ~ ~ ,
i ~ _ ~ ~ , ~ 9 ~ . ' TOP FACE OF GRASS DISK ~ - ~ _ _ ELEVATION: 962.15' (N.A.V.D. 88} "
~ ~ ~ ~ , - _ ~ . '1 ~~r ~ ~ ~ _ _ ~ ; ~ ~ ~ N 860256.29 ~
~ ~ ~ ~ r ~ , ~ s i t J y t t ` t, ` ~ a _ ~ - f ~ ; 1 ~ , - E 1693433.87 ~
r _ - ~ ~ z ~ r 1 p 3
t a-- _ r 1 . ° , . m
~ ~ .r~ ~ t ~ - 'R TEMPDRAR TdRRDWA ~ _ ' ~ C OTh ' w ; . ( ' #
_ . ~ , ~
~ ~ ~ INLET PROTL~C ~ " ~ ~ ~ ~ ~ - _ - ~ 2 ~ ~ ~ ti r y ~ ~ ~ > Q w d
- - - A x D e - ~ K~ - ` 1 ~ 1 • c
s ~ , - / ~ - - i } o.a°o x
: ~ d. - ti ~ ~ ~ ~ - a ~ , - ~ ~ ~
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_ : / I _ ~ s i ? ~ ~ ~ TM _ / J / , _ _ ~ , ;
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a y b . ~ wa . ARY~ _ r" ~
- LT' F CE. . _ , "'o ` ' - . _ SEOPE.DRAINS r4. ~
_ _ - . a-ti - _ _ _ l ~ ~ , - - - ~
, . ~ - ,
, r _ _ ~ x, ~ ~ - - - - R~ r _ ~ , ~ Call Before You Dig 1-900-632-4949
~ ~ . _ ~ - _ _ _ uN . • _ _ i ~
a . , e. _ _ ~N , I 4 - _ , - , TEM Y d~as ~ '
~ ~ ~ r " SLOPE ORAINi~ _ ~ _ ~ ~ ~ , ~ , ~
_ _ . , ~ ~ ~ - ~ - _ ~ ~ 3r
- . _ _ -r ~ , . ~ t , _ _ i - - - , , TE Y -
. ~ ~ , Tf~i. - ,
EXIST. STORM v . v _ ~ ~ ~ . ; _ - - - ' , I -'~'1 , i CONS . UCTION ~ _ - . _ _ , I , STRUCTURE SILT FEf~'E, - - - y , • „ Y 3 ~+~0,~4 " ~ ~ ~
_ y _ .
'''~r. ~ `1 - Ti" 4 * u ~ .T _ _ Tim" Ly FY-Z
~ . t ~ , ° 4 t ~ _ . . , / iC,~~~ ~ ~ ~ T.i=WAY _ _ _ j c ~o
~ -r ® w} ~ ~~rL:ttfhlG I Z ~o~
_ ,u_ . - . . _ _
tiry . - TEMPORARY , ~ ~ ~ ~a°
EXIST. STORM ~ , . CONSTRUCTION %f~ ~b~~/`~ ~ ~ ~ LIMITS '~~rs~~ ~ r,\ IY ~ a`rw
- .,w.~;,.., _ STRUCTURE ~ - . _ T~~(
- 6'z6' BOX CULVERT _ ~ 1 ~ ~ W o~w ~ ~ ] awo
INV.-879.07 ti ~ _ w f _ ~ 1 , / r IJJ W ~~n
. r ~ ~ ~ _ -
4 r u~.: ~ - f . . ~ ~wy,...~- - - -A 6 .
- ~yy, .,.e ~ - D , , /
TOTAL DENUDEC~ AREA. 105.93 Ac. ~ _ M 3
m ~ . TOTAL SITE AREA. 127.31 Ac. r , ~ . XIST. STORM r ; ~ ~ ~ , , ~ ~ ' ~ i%;!~ ~ ~ ~ % ~ w ~ a
tb d O ~ . - 1 / //f ' ~ ~ N z
O r ~ ~ STRUCTURE ~ ~ , ~ , ~ . i W t- a ~ ~ Tz8' BOX CULVERT ~i ~ ~ ~
'•I e-~~~'ro..w ~ p .w INV.-815.83 ;~i ~r'~~`,' , i ~ ~ ~ ~ W ~ ~~i r ~ ;,ri , i i ~ ~ ~ . , SEAL
O ~ N w~ o
3 ~ ' ~ ~ /i' ~~~~~ulu~luRUUtuur~ir~i~ Lt.1L~ p' ?~-~a 'J/ ~O~~H CARp~~~ii/r Q ~r~ ~ O~z
Q
m P%C T rLHIV ;a 4 - I v" L~
o ~ o m v a SEAL
Z ~ ~ SHEET NO. a133s~7
3
o" i
~ o C005.10
~ U Y UI~ i M IgpP
Cdl LATESTPRINT Novemberl3,2008 SUPERCEDES ALL PREVIOUS 1 C pd 0005-t0.dwg

This drawingc~ has bean prepared solely for ~
the use of,~FedEx and there are no
reppresentations of anyy kind made by Giffels of North Carolipa PC/161 Group to
any party with whom Gi{fels of North Carolina, PC/IB( Group has not entered into Z
~7I''~If~ A ]P~DILIL ~CD~` a contract. ~
This drawing shall not be used for construction
~ purposes until the seal and signature of the responsible registrant appears on the drawing,
~ ~ ~~S TEMPORARY and proper ppermet forms and related fees are transmitted by the Owner, Owner's Aggent or o
CONSTRUCTION Contractor to the Authorsty Navmg JuT~isdiction.
-x x - T Sit Fence 2 ~ ! ry - _ r IJMIT5 - - - ~ ~ j
_ . _ - .
~ ® Denuded knits ~ 4 ~ - I
Hardworo Cloth & (~aMel 10 _ ~ „ TEMPORARY
? Call before You Dig 1®800-632-4949 Inlet Protection DDB. - - CONSTRUCTIC~J _ a ~ - _ - ENTRANCE - r f I"
Temporary Rods Check Dan 6 a ~ -
008.0 - - - ~ _
_ .m. ~ Denokes Sedinent gosh Drohage Area
- ~s
GRAPHIC SCALE ~„f -
60 0 30 b0 120 240 ~
Stabiized ConstrucGan Entrance 9
~J.G'1~~11~ 1LLV1 DOB, - ~ ~ ~ ~ W ~ j ~ ~ ~
s TOP FACE OF BRASS DISK (IN FEET ) --E~}- des ELEVATION: 962°15' (N.A°V°D. 88) = so ~ ~ Z ~F. / 0
N 860256.29 1 inch ft. TEMPORARY HARDWARE AWARE - ~,4 ~ - - -
- Dole Rao H' -Hamrd Sit Farce s E 1693433.87 CLOTH & GRAVEL -X-X ~
X o08. INLET PROTEC110N N , ~ ~ ~ ~ ~ ~ - - ~ z , _
TEMPORARY -
DENOTES 20' ZONE 2 RANDLEhIAN BUFFER CONSIRUC110N LIMITS , AD c~~o ~ ~
+ CONCRETE ~ ono ~ ~
DENOTES 30' Zorn 1 RANDLENAN BUFFER ~ WASHOUT II N d
AREA _ . _ ,
SEE TRACKING DENOTES ALAS IN PHASE 3 ~ _ - _ e
008" AIL _ R
_ ?..rM - ~ r.~"""~ ~ ~'95A r ~ i 3 ~
_ " - , PI PROP06ED DRDP INLET XX 4
XX ? - H H . , _ _ B . fJi ~ G V
c,. .r:. . _ ~ ~ " _
_ e~ ao
r,-" _ - - ' ~ ,q~ ~ , _ - - ~
S - A~ OfiN OitA C
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_ ~ ~ 0 - 0 = ~ . ~ - - - ~ ~ .~,.,n r
TEMP.. ARY . _ . . SONS UGTION 1, .rte ~ A ti ~ -
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i ~ _ ~ PORARY • ~ i r ~ r - ~ S 1 ~ ~ _
e r~ C STRUCTI N. 3 ~ - - ~ w~" ` ~ _ ~ a ~ N ~ 1
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F ~ _ - ( ~l .,,a mss. SIC- a.> ~ ~ ~a BUILDING U ~ ~ goo 1 ~ WASH
ti _ ~ r ~ ' ~ ~ r a', S s'•, ~ fj ~ , d o~~
V „ „ 2 a ~ ~ ~ ~ ~ j' ~ ' Q 6, 7 BUILDING ~ Z Xg& y o xa
r ~ ~ r 4 i 'P a a ;'a I" :~f, rrpp ~ KEY PLAN C) ®WW~
l 9 , / , t ~ 1 ~ /f i I T"r;ty,~ ~ J u~
~ ~ ~ ty era ~ > a - ~ ~ ~ ~ ~ ~~g, ~ ~ _ ! / - S
r / , f m ~ ~ f ~ ~ ~ ~ ~ N~~
~ ~ r L ~ A ) . ° - w ~ 1 _ - ~ ~ ~ ~ 5 ~x - ~ ~ ~ W ~ ~ ~ I ~`d ~ ~ 5 ~
° a ~ ; . ~ i ~ 4 . o~ - _ ) ~ _ - . ~ - 7 11 ~ F~ ,;w NORTH W I.I.I c ~ ~ ~ W ~ zw
O ~ N N x ~ - _ _ m ~ ~ ~ - ~ t ~ - ' t' ~ ~ ~ `1 ~ ~irz - ~ ~ ~ lyy SEAL
o ~ ~ ~ r _ V~~11~j11111)IIIIHIl71/~~~~
o / t ; s of N ; ~ ~ , _ ~ , CAR U ~ Q o- ~ W
y ri
1
TRAILER _ QO SEAL _ SHEET NO.
~ E i 9 GARAGE 033687
3 IL SOUTHWEST
SOUTHEAST C005.11
r ! v,.
CY) 1 ~ /lfl i IIl1U
O LATEST PRINT November 13, 2008 SUPERCEDES All PREVIOUS ! Dn C005-10.rlwq
a G

_ ~ ~~-~V ~ u, ~ This drawingc~ has been prepared solely for N ' ~ ~ the use of FedEx and there are no
.a ~ { ~ - - ~ . ~ - _ ~ ~ reppresentations of an kind made by
t 1 ~ S` ~ ~ Giffels of North Carolina PC~I~I Group to _ any pparty with whom Git'fels o North
~ ~ ~ aCa~ IitoacPC~IBI Group has not entered into z
' _ _ i ~ ~ ~ This drawing shall not be used for construction ~ r~~
~9 ~ rl _ i ~ ' ~ ~ ~ purposes un-til the seal and signature of the ~ r'': res onsible registrant appears on the drawing,
- . ; _ ~ ; , ? ~ 1 J - ~ ~ - anc~ proper ppermit forms and related fees are
- - gyy ;i ~ , ~ ,,„h l z: t , ' transmitted by the Owner, Owner's Agent or o /F ~ Contractor to the Authority Having Jurisdiction. ~
~j r t ~ ~ d _
, ° ~ ~ / l ,u. ~ 1 ~ ~ ~ ~ ~ , ~ S r _ ,E
n E ~ ~ ~ ~ _ ° ,5 ~ 11, ~ , ~ ~ g36 _ m
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~ \ \ * 36' RISER B \ ~ ° ~ 4 ~ 'r. f " Urn - t ' = ~ ~ i O ` ~ ~ ,r ,
_ ~ ~ r t . F I ~ ~
R n 932 h;,~ ~ ' S ~ ~ ~ - ~ ~ r
_ € _ t z
~ ' \ ~ SEE:'f~ACKING ~ I
DETAIL DDa. ~ - RARY IiAROWARE ~ _ s 6~ ; 831 - - GLQ~F! do GRAVEL \ \ ~ , ~ ~ _ ~
INlFT f'RQT~C~ON , ~ r' _ _ ~ o
~ ,3 - ~ 2~ C~ : ~ f ~ ~ I ' S ~ ~ 1' ~ ~ 5 ~ _ f Co o a 4

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° _ ~ ~ AA ~u,.,, ~ ~ ~ ~ i~ ~
~ / OP DRAT ~ ~ 15 ~ ~EP~PgRARY-~-`~--._ , _ ~ ~ ~ i ~t TEMPORARY"". Naooo <
0 ~ SLOPE DRAINS ` W _ 15 w, - _ ~ ~ ~ ~ ~ _ ~aL 0 pPE ORAINS S: i
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_ _ _ ~ - ~ , _ ~ ~ e _ - h, o~ ~ ~ j / i ~ ~ ~ _ ~ ~ N w ; ~ / t11 ~ - - 1~
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Hardware poth 3 Q°axi 10 _ _ F ~ ~ ~ Z ego i i ~ ~N4
Inlet Protection 00BA , , ~q~ ~ ~ NORTHEAST ~ a ~ w
y - ~„w Z o ~
T Rack Check Dam 6 ~ e, QY _ t~; 009 _ - ~ ~ ~ NORTHWEST W z z o~w ~
Denotes Se~nent Basin Draunxe Meo - . , GATEWAY ~
---L ~ , r 1 °~-...~1 BUILDING Z n >
- ~ = a - _ ° - A WASH KEY PLAN W W ~°oo _ s A A BUILDING Z ~ d ~g-~.
~ ~ - } Stabiind CornstruucUon Entralce 6 ~ - _ _
. 1,. E 006. ~ ~ _ _ GATE ° oo A d ~ ® ~ ® xarc
, NOUSE d ~ V ~ ~~W a`-..,
9 _ E ( z NORTH ~ ~ a
~ a 006. ~ ~ ~ , m ~ _ r ' ,
~ Double Row High-Hotard Sit Fence 5 -
a X 1~ o
N N .
~ DENOTES 20' Z01~ 2 RANDlE11AN BUFFER f a o ' :
~ N - ~ry _ ~ ~ % fi ~ .l ' i ~~0~0° ~ GAR ' ~',i, U 0 4 ~ w i~~~ ;
~ r I. ~ \ ~ IYAYITFC VI' 7f1WF 1 R1ulY FLtAI RBIFFT~R
l~\\~ GRAPHIC SCALE _ _ _ , o (WHE-CALL 0
U 0 DENOTES STONED AREAS N PHASE 3 60 0 30 60 120 240 TOP FACE OF BRASS DISK / EALAZI(EI ~ / I it A SHEET NO. 3687
Call Before You Di 1-800-632-4949 ELEVATION: 962,15' (N.A.V.D. 88)
N 860256.2 ° E 1693433.87 PI PROPOSED DROP INLET XX IN FEET ) SOUTHEAST . . . C005-12
a XX qi4 G
0 1 inch = 60 ft. Y GD ' nn n~u
LATEST PRINT November 13, 2088 SUPERCEOES ALL PREVIOU t y 0005-10.dwg

, ~ . t ° thes us® of ~FedEx and there are nolely for ~ - ~ i ~ 't ' - representations of any kind made by
~ f Giffels of North Caro(ir~a PC/IBI Group to ~ M any arty with whom Gi{fels of North a
E F s ~ - a~ , ' ~ I ~ ' p • , ~ ~ ~ Carolina, PCfIBI Group has not entered into ,t ~ ~ I ~ L ~ a contract. ~
E ~ ~ r _ ~ s r
_ ry ~ This drawing shall not be used for construction = ~ ~ f ~ ~ . purposes until the seal and signature of the
f / ~ f ~ .,..nom e s ~ ! responsible registrant appears on the drawing, ~ and propper ppermit forms and related fees are
y _ transmi}ted by the Owner, Owner's Agen , ®r o t , N. ~ ~ f Contractor to the Authority Having Jures~iction.
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~ 4 ~ ~ ~ r ` ~ 15 ROR ~ ELOEVATION:C962N15S (NO.A.V.D. 88) U o o
_ ~p~~ . - - e. ~ .i ~ ~ "o, ~ , ~ ~ ~ . - ~5 - ~ ` ~ SA E~~1RA S ~ ~ ` ~ ~ N 860256.29 [LV E 1693433.87
~ ~ 1 °6° / > p7M
a ~ ~ K, ~ ~ , r ~ ~ ~ 0 ~ON
TEMPORA 15 ~ ~ 937 008.0 ~ ~ , ~ - U WN mO~i G L~ ? 1 e't 0•LUnP. 0
SLOPE DR NS s~ ~ I ~ 93s . - . ' 3~mu~ 6 f ~ ~o wm ~
_ ~ I r'" r ~ ~a`zoo ~ ,d N_ann
t ~ ~ ~ _ - _ 000_% O , € _
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- - - ,ra ~ ~ 001 ooB. ~'fAIE ~ ®'~T ga~..Ar~ m
~ ~ 932 . - ~ :TEMPORARY t s ~ 1, c ~ 10t ag~1E. I ~ ~ ~ W
.e 'SLOPE S ~ ~ ~ ~ ~ ~ F > ~ , /~v
_ _ ® a-- ~ T Sit Fence ~ v,
TEM ~ _ - _ _ ~ , TEM ~ Y SILT DITCH ~ ~ x
, ~ _ 3 TEMP Y ~ TEMP RY 1 ~ ~ oe~,ded un~ ~ n4
~ ~ ~ ~ ~ see - ? ~ _ . f - ~ ~ - ~3 _ E,~ _ 000.0 -SLOP D 00.0 -SLOP S ~ ~ ~ , ` m ~ ~ I# ~ ~ ~ ` Flardware Cloth ~ Gravel 10
_ . - ` ~ ~ ~ _ ~ ~ a` Irdet Protection x N /
- ~ ~ _ , ~z K ~
e _ - ~ _ , i E ~ _ ~ 1 ~ ~ Tanporary Rock Check Dam 6 U UUYN f ~ ~ ~
~ ~ _ ~ o > Z g=mro
- ~4 ~ ~ - _ ~ ~ I / ' ~ Denotes Sed'ment Bann Drainage Area o o ~ fit,. ~ II ~ ~ ~
~ . ~ I ~
_ ~ - - - ~ _ - / f ~ ~ F..~
E _ _ _ _ ~ ~ _ , - .
, ~ _ 1 1 I _ ,'~I~~ ~ TEMPORARY ~o ~ ~ ~ , ~ Sta~Tizsd Construction Entrance S ~
- _ - - - - ~ ~1 _ ~ SILT FENCE OB. ~ ~ r - ~ !
_ _ `i ' 3I d ~ - - _ ~ . I ~ ~ / I ~ 8gp .
_ ~ ~ ~ s 1', ~ ~ _ ~
l - , _ t ~ ~ H' Hazard Sit Fence 5 ~ a Row Doable 5h J - x- a
t l ~ l~ J ~ y X X- ~ ~ .L aQ
_ _ _ _ 3~ r - - , ~ _ ~ i 'd _ a ~
. , - . r i ~ r r DENOTES 20' ZONE 2 RANDIEYAN BUFFER ~ c ~ ~Z v3~ w
e - _ ~ . , ~ _ - ~ - ~ ~ ~ s
~ ~ ~ . ~ ~ _ ~ - ' ~ ~ ~ - ~ DENOTES 30' ZONE t RANDEEItAN BUFFER ~ z °o o N ~'1
- TEf~RO Y ~LLT DIT ~ TEMP RY _ - - ~ - . ~ ~ 08.0 ~ . , SLOP -DRAINS ti ~ ~ I A I
_ t 008.0 1 _ - E ~ ~ TEMPORARY ~
~ ~ , , , - ~ ~ s , ~ - ~ ~ ~ ~ Z CONSTRUCTION / J ' DENOTES AREAS IN PHASE 3 ~ I . ,o .
~ ~ , a ~ ~ ~ ~ ~ r ~ ~ ~ ~ I ~ ~ , r ~ ~ ~ OMITS Z~
~p,~ . , ' . ~ I ~ - - i ~ ~ ~ ~ ~ ~ ~ ' ~ PI PRDPOSED o~oP ~T ~ ~
O ~ - - . a 4 '`~C _ , ; ~ ~ ~ , ` - ~ - - - , ~ ~ ~ F . I ~ - ~ ~ - _ - ~ ~
' ~ ~ t ~~~I
I ~ ~ _ ~~~~_s ~ , ODNSTRUCTIO - - ~
I a E - . T LIMI ~ pq i e' 1. ~ ~~~~U~ ~
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t . - . r
~ I \ t' ~ ~ ~ _ - 1 f` Call Before You Dig 1-800-632-4949
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~ ' 7 ~ , ~ ~ . - ° / . , - > ~ ~ , ~ " ~ o ~ ~ -TEMPORARY SILT DITCH X10
. _ 3 ? ~ . ~ asap w~, . Y ae' ~uaaau+r, . --y ' ~ ° 008.0
. _ rr' spa -z \ _ ~ -1
, - ~ - ~ _ ~ r N W
~ ~ ~ _ ~ NORTHEAST ~ ~
! ~ , _ . '`'~-Ll~,r ~ ~ 1RACKING ~ ` - ~ ~ SEE , - . - d d _ X30
~ rn . ~ ~ NORTHWEST
r~ _ , ~ 94 _ , '`~n„ ~ - - , ~ ~ ~ a1y f p ` ~ w . t i w GATEWAY ~
x - . _ , _ . _ BUILDING ~
- WASH
_ ~ - ~ _ - _ - ~ ~ ~ ~ a a a BUILDING Q ~ ago"s ~ ° ° ~ ~ ~ l" ~~a
- ~ . \ _ i~ , ~ ~ _ _ ~ GATE ~ ~ ° r W Z o
_ - A~ _ _ _ _ _ - - - - _ s_ _ ~ _ - , ' HOUSE ~ r ~ ~ > °-oa
- ~ . . _ ~ ~~o W y ~ CLL U ~QW ' ~1 . ~ i Z U.. u~
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c ~ ~S e N ` - I ~ ~ W ~ Q s~~ ~ I TRAILER I ~ ~ / ~ ~ ? caw`;
~ f ~ - ~ a ~ ~ co ~ , ~ Q o ~ ~ ~ GARAGE _ ~ sue. Y
,4 ~ e N - _ _ ~ - . .._z e _d ~ N - v.......,, ~ _ - ~~~~A1~~lllll {Ik I I Ilf II t/l~~/ql SOUTHWEST ~ ~ ~ ~ C A ~ ~y~i ~ ~ ~w
M - r o r n ~ Tl T T T C`rf'~ A T T7 ~ _ . _ _ - _ k ~ T'"~_ n ~ n ~.L,
_ v unxrni~ ~~~~L
60 0 30 60 120 240 EAL r. SHEET KEY PLAN
3687
N Z U o
w IN FEET ,h C005-13
1 inch = 60 ft.
NORTH
rn o ~ o U LATEST PRINT November 13, 2005 SUPERCEDES ALL PREVIOUS {3 O C005-10.dwg
Y

This drawin has been prepared solely for jit l the use of 1~edEx and there are no
_r_ 'i. I ~ ! reppresentations of any kind made by ~ Giffels of North ~arolinp PG/IBI Group to
~ , " r ~ ~ , " , , i any party with w om Gi{fell of North k Carolina, PC~IBI Group has not entered into Z
1 t _ ~ ~ , i ~ ~ ~ t~ a contract.
TEMPORARY 1 ~ m ~ ' ~ + a ~ TOP FACE OF BRASS DISK This drawing shall not be used for construction ~ ! ,
CONSTRUCTION o 1 ! i purposes un-til the seal and signature of th® 9 ; ELEVATION: 962.15' (N.A.U.D. 88) responsible registrant oppears on the drawing,
LIMITS ~ ° w ~ a ~ ! I N 860256.29 and proper ppermit forms and related fees are
_ - 9 - Call before You Di 1-800-632 ~ E 1693433.81 transmitted by the Owner, Owners Agent or o ~-8Q®-632-4949 ' Ia Contractor to the Authority Having Jurisdiction. ¢
~ ~ _ _ - _ TEMPORARY u. ~ ~ - _
CONSTRUCTION ~ { . t~" _
_ ENTRANCE " ~ ' ~ TEMPORARY _ = ' $ ~ m m
v,. HAUL ROAD _ "rt!!~ , - - r` 4 ~
,.~_M.. e, - ~ ` ~n ...e. I. .n.nni _--a...~~..~..., - - ._~R..r..-.~..__...._.....w..
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si I 3 - S + _ , 1 ~ _ ti
~ ; , _ _ - r ~.........,...._~,.....,..x.~.~ _ , s ~'"w €
~ , - . EXI~~NG
x ~ ~ ~ ~ _ ~ _ _ - SE:pfMENT
t ~ ~ ~ , _ h°' ~ ~ ~ - BASIN
a I _ I ~ ~ : ~
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F-- ~ ~ Z z ' + ~ ~ O ~
. ~ ~ -----T:._ ~ ~o _
- _ - - _ 1 ~ I ~ ~ ~ _ " TEMPORARY
g51 ~ , I { ~ ' ! ~ I SItT FENCE . _ ao ~ C~
i I ~ . , ~ ~ x _ 956 ~ ~ XISTING N ° ~
~ . - _ SEDIMENT T
BASIN
_ _ w. _ . _ ; ~
R ~ I rw"", 9Sp ~ - ~ ~ z ~ o
9s 7 .4 . " ~ ~ ~ ~ - ~ GRAPHIC SCALE ~ r a w a o
k m~~. ~ ~ ~ , , SEE TR/{KdNG ~ so o ao so ~ so sao
, DETAIL ~ ` 8. ,'I
9g ~ ~ ~ ~ . t , "Po 9A i imi~
x d ~ _ . i. 4 _ Y ~ MP(JR Y ~ ' ' { IN FEET) ~~NN C
i p 4 ~ _ - ~~~~NS~ TION ~ ~ 1 inch = 60 ft. s~=in~ ~ ~ z
` ~ . , ~ ~ ~ )1 ' TEMPORARY ...DITCH ~ r~ fi LIMITS ~ 1 ` st®;~ N
' , * 9 3 ~ NC 'avn j ~-w8 YM1F r L
_ \ ~ TEMPORARY~~SILT DITCH ~ ~
- o, ~ ~
- ~ - s ~ ~ . ~ - , ~ " _ ~'II~DIIBF/![~YA'II"1E~1~ Il~IL1t,~J']I'~~F~ ~ - ~
_ r p }
. ~ I i . _ ~ # ~ ~ 4
I _ ? - - , 1 ~ ~ EMBANKMT ~z _
I O, I 3 - _ - ~ ~ ~~4'.~ ti / ".MATTING t D08. 91 _ ~ ` ~ ~ ® Tem SNt Fence 2 VVVIII . 811.5 ~
_ - ~ ~ \ ~ ~ , ' ~ ~ ' ~ y 008A
Y z.. v-. , , , ~ - ~ - - ~ ` ~ ~ Denuded Lmde
~ F - . ~ ~ ~ _ ag - ~ : ~ InHard~rare de Gravd 1® m - a j ~ ~
1 a Nt~ i _ ~ I ~ DD$. a
TEMPOR SILT DFTCN ~8 4. ~ ~ g ~ a ~ P \ s° aN
~ ~ ~ ~ ~ . ~ _ ~ p ~ ~ ~ - - ~ f ,'V ~ ' I ~ ~ Temporary Rate Check Dam 6 o a " } ova
,ti, ~ ~ ~ ~ \ ~ ~ ~ TLM ARY ~ y ~ ; ~ ~ . ~ ~ c . .,_..~w _ ~.5 ~ ~ ~ s ~Uarv TEf~f~ORAf~Y ~ - ~ U~r~ 1 ~ ~ Denotes Sedment Bonn Drdnage Area z ~o~~
- „ _ ~ CONSTRITOTION- - -3 ~3~ ~ = u
~ _ ~ ~ ~ . ~ tMITS ~ . ~ - \ . ~ 1 ~ 1 I Temporary Sit Ditch ~ ~
. , 6 ,a / ~ ~ ~ - 4 ~
~ ~ ~ ~ r ~ ~ , ' ~ ~ . ~ , 39 - - , ~,1 ~ l ~ ~
f ~ _ ~~IIR ~ ~ ~ ~ , ~ °e s ~ ~ . ~ " ~ Stabiind Canstructan Entraice ~ ~ A t.r; i ~ i--t~
l ' ~ _ 4 _ - ,
~ ~ ~ ~ "a ~ t
I ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ iRACKiNG ~ ~i. ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ SEE _ _ f__ , TRACKING , , - - I , I . ~ 008. o / ~ ~ 1'
r LAIC ~ _ 0~, _ - , ~ ~ _ - - ~ Double Ror High-Hard Slt Fence ~ ~ w~
- ~ ~ X ~ , , - ~ w
~i _ < ~ ~ ~ -
r r _ ~ m _ k ~ . _ - 1 ~ 1
9,3 m . °
~ ~ _ Z gym"" ~ ~ ~ t ~ ~ ~ DENOTES 30' ZDtE 1 RANDIEYIW BUFFER-, o ~ ~ N -
~ ~ ~ ~ ~ ~ J ~ ~ 4Q OON _ / ~ ~ ti S D 0 =
, ~ DENOTES S1Dt~D AREAS IN

~ ~ t ~ TEMPORA Y ~ LT DITC ~ _ ~ ~ ~ ~ ~ ~ - PI a~aposm DROP INLET ~
s_ . ~ ~ ~ ~ ~ r ~ .
\y 31 ~,d I ~ I ~ ~ , ~ ~ A ` ~ ~ I~,r~`. ~ ~ XX
~ ~ o I _ - ~ _ t I ~ o~ 1 - ~ O
- -
# ~ _
I _ ~ ~ . , ~ ~ ~ ~ ~ o . t _ I ~ , ~ ~ o . ~ ~ ,
Z 5 `a
` ~ 'y ~ ~ ~ ~ ~ ~ ~ ~ ~ , EMBANK NT e _ z ~~w ~ ~ ~ ~ ~ ~ ~ ~ _ ~ :
- ~ . NORT° ,^T , M R Y I~
~ ~ ~ F : 1 ' ter l ~ " w , 1L ~ NORTHWEST -
~ - ~ * - o ~ _ ARY
~ ~ ~ _ _ ~ - COPISTRQCI'ION GA~t,~wvA~r r t ~ ti,
f - ~ ; _ a ~ > _ _ BCJt~.~tSlfi , , ' ~
i ^ ~ ~ - - - Q ~ `
6 I~ ! ~ _ e ~ o \ / L ~ ~ -
"1 r"" , ~ y ~ ,5`° ~ ~ _ ~ ~ T TI~V ' ~ ~ ~ t - ~ ~ g ~ ~ ~ - - - GATE ° s^~ y ~r ~z ~ i : ~ ~ - _ _ - HOUSE °~o
r_-~ ~ e 4 4 ~ Q~ - ~ ~ rl' f
~ ~ `2 - a mew ; w...;.. > _ ~ - - - 9 W
i ' ~ ~ -
- ~ _ ~ ~ ; I _ ~ ~ -
k~ ~ ~ I ~ _ TEfriPQ RY A. r 1
8.O , SLOPE NS ~ _
~ ~ I x
` s~8~
I _ f , .
I _ - ~ ~ _ _ ~ , ~~~tit ~ ~ TRAILER ~ ~ Xg~ ~
- s E ~ , _ , ~ ~ GARAGE ~
~ ~ I ~ ~ r ~ _ _ ~ z ~ , ° ~ 93I ~ ~ SOUTHWEST ~ m ~ - ~ . I W ` _ .,04 SOUTHEAST ~fn J ~z~
a ~ ~ i , f
- m ~ X~ ~ - ,z BANKM T _ r ~ ~ ^ _ ~
h ~ ~ , . ~ _ ~ , ~ ®W ~ o~
o , f ! ~ I ~ I I , . ` KEY PLAN W ~ ~ w 4 f-~o
u - f r ~ r P , 9 ° ~ ~ ~ ~ ~ ~ ~ s~~
_ r f 4 I : 1 ~ ~ r~ r~~
- N r : ~ 3 ~ ~ ~ ~ ~ / ,
B t0 ~ ~ ~ , ~ ~ ~ ,
m ~ 1 ~ ~ ~ \ 1\VI\111 ~ ~ ~L~L?
n SEAL r _ SHEET NQ.
i ° - 33687
v F ~ , rs ~ a
i JI ~ ~
~ ~ - ~ ~ 4, rn o C00514
m o ~ , ~ ~ 1 ~ / M..S i
m LATESTPRINT November13,2008 SOPERCEDESALLPREVIOt1. f~0 C005-1Qdwq

This drawin has been prepared solely for the use of 1~edEx and there are no
CONSTRUCTION SEQUENCE reppresentations of any kind made by Giffels of North Carolina PC j181 Group to
1, When the eastern portion of the site has been brought to rough grade, install storm any party with wham Giffels of North Carolina, PGjIBI Group has not entered into
sewer structures FES-3 TO PI-20, and FES-51 TO PI-98. Install hardware cloth & gravel a contracts.
inlet protection at each structures as they are installed. This drawing shall not be used for construction N
2. Contractor shall install retaining walls 7 and 8 in the north portion of the site. See Armor Engineering and Design construction drawings far the retaining wall information. purposes until the seal and signature of the responsible registrant appears an the drawing,
3. Stone all areas scheduled for pavement on the western portion of the site once Phase and propper permit forms and related fees are transmit}ed 6 the Owner, Owner's Aggent qqr
III of the SWPPP has been completed. Fine grade the site as shown on the grading plans Contractor toythe Authority Naving JuYisdiction.
0002.00 - 0002.04. Permanently seed all open areas and maintain all perviously placed -
embankment matting on the western portion of the site. This will stabilize this portion of
the site. c m
4. Once all storm sewer has been installed, the drainage areas to each basin will be redefined. The drainage areas to basins 1, 3, 4, 5, and 8 will become significantly smaller.
Please see drama e area chart on sheet 0005.15. _ 9 ~ ~ ;
5. Contractor shall finish placing fill along edges of site. Basins #2, 4 and 5 will become
~ smaller in order to place this fill. The contractor shall make sure that each basin continues _
to function properly throughout construction. i,
6. Contractor shall diligently and continuously maintain all erasion control devices and TEMPORARY ~ _ -
structures. CQNSTRttCTiCN . 7. Once storm sewer structures FES-3 to PI-20 and FES-57 to PI-9$ have been
. `ENTRANCE _ installed, the eastern portion of the site has been rough graded, the western portion been ~ _ _ ° TEMPORARY 'i
stabilized, and all temporary sediment and erosion control measures have been installed _ - ~ _ < i _ CONSTRUCTION = _
uMITs and~or repaired, the contractor shall move to Phase V SWPPP as detailed on sheets ~ ~ ~ e- ~ " ~ t
_ 0005.20 - 0005.25. ' ' - -
~ , - r y Y_ - - _ . o - _ -
~ . i s ' ~ _ ~ 1~ U
~ ~ 4 ~ . , ~ . ~ _
TEMPORARY 4 ~ w , g5 Ac. ~ CONSTRUC110N ~:~rt~. ~ ~ zZ 00
~ - _ - MIT k , , ~ 3- - U S ~ r ~ U
t n ~ ~ ~ ~ ~O a+"
- , _ off''' a _ O ~ ~ ~
y_r ~ _ _ - ~ . £ ~ ~ ~
N ~ 4
- ~ -DENOTES 30' ZONE 1 RANDLEMAN BUFFER - ~ - II ~
_ ARY ~ ® - _ a,~ - ~ ~
, _ ~ , ~ o ~ • ~ `o I ~ ~ -DENOTES 20" ZONE 2 RANDLEMAN BUFFER o m ~ t,. z m W
w - _ 9 _ ~ _ _ ~ Z Y ~ ~ 1~ J W ~ W
J! 6.~ C / . ~ r ~i; ~ y ~ - . . - u `
r ~ - _ - 1 A. , Yv r r GRAPHIC SCALE
r - 't E ~ _ ~ _ _ - ~ F ~ S #g , . .r ,,a , c~ OWN R: 6m~
- - ~ ~ - - - _ P 1 i Y 6 _F . .f r iM \ ~ FED EX GROUND PACKAGE SYSTEMS, INC. 150 0 ~5 150 30o soo ~ y o aoo
i : _ . i , ATTN: DAN EHRHART s
t ~ ` . ww a. _ ! ! ~ \ ~ ~ l {li ~ x - _ u 1000 FEDEX DRIVE { iN F>;ET } e
~ z ~ Y a + _ ~ a ~ MOON TOWNSHIP, PA 15108 ~Q*Q® t
~ ~ ~ ~ € nai r -..;M1.. , E x \ T~ ' y,~ ~ i inch = i50 ft. t `nr * 4 ~ [phone] ~ ~ ~ i°Ean u
a - . _ _ ~ . - ~ _
_ , u . ~ v ~ Ed4T~ _ _ ~ _ _ - ~ ~ , , ~ , ON 51TE CONSTRUCTION MANAGER: ~ o
; _ g _ ~ w _ ~ ~ ~ _ ~F . ~ ~ . 1 I; SHIEL SEXTON COMPANY, INC.
~ ~ ~ _ T,~ a ~ ~ _ ~ . ~ . 1 ~ 1.'` ATTN: TONY JULIAN ~ ~;~,1 902 N. CAPITOL AVE. o
. - e ~ _ ~ i 6 ~ s ` ~ t~ `;`~1 • ~ INDIANAPOLIS, IN 46204
a~ ' ~ r _ , t _ ~ [phone] W
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7w m~ w - F ~ sILT- G~~-~~~ NOTICE.
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, 0 / 7, ~ i ~ ~ , ~ m - _ s 1 _ A ~ ~ ~ ~ - _ 1 e, ~ ~ ~ ~ FILL SLOPES SHALL BE BENCHED IN m *ti
_ ~ , ' ~ ACCORDANCE WITH NCDOT STANDARDS ~
. _ ~ , - _ ~ , 1^`'~.., ~ _ , - - ~ ~:~y'~' SPECIFICATIONS. ~
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TOTAL SITE AREA: 127.31 Ac. SILT FENCE y Z SHE NO 33687
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CD LATEST PRINT November 13, 2008 SUPERCEDES ALL PREVIOUS , / 0005-15.dwg
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This drawin has been prepared solely for the use of ~edEx and there are no ~
reppresentations of any kind made by Giffels of North Caro(ippa PC/I I Group to
any party with whom Gii'fels of North Carolina, }'C/IBI Group has not entered into Z Q
~ ~ ~ a contract, ~
~ ~ . This drawing shall not be used for construction N
~~~IL s purposes until the seal and signature of the res onsible registrant appears on the drawing,
~ 1 ang proper ppermit forms and related fees are TEMPORARY transmitted by the Owner, Owner's Agent or o
CONSTRUC110N Contractor to the Authority Having Jurisdiction.
-x- x - Temporary Sllt Fence 2 0 .a ~ ° LIMITS ~ r
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Call Before You Di 1-$00-632-4949 9 I p ~ m
Hardware Cbth d: Grovel t 0 _ - TEMPORARY
Inlet Protection DDB. - - CONSTRUC110N ~ -
Tempaary Rock Check Dan 6 ENTRANCE - ~ -
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GRAPHIC SCALE ~ ' 1..,~ -
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Stabilized Canstruetian Entrance 9 ~IE.~:~\~y'$II`~ - ~ , ~ _ ~i • W
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E 1693433.87 TEMPORARY HARDWARE ARE ~ y~ ~
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m LATEST PRINT November 13, ZU08 SUPERCEDES ALL PREVIOUS t C005-15.dwg
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'l. _ 9 a I ~ 1 any party with wham Giffels of North ~ ~ s Carolina, PC/IBI Group has not entered into Z
~ . I ~ ~ ~ - a contract,
._V. ` ~ ` This drawing s{all not be d sed f fr conft}fiction = t ti _ •
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a 60 o 60 120 240 Call Before You Dig 1.800-632-4949 30 SEAL sHEEr No.
z DENOTES STONED AREAS IN PHASE 3 TOP FACE OF BRASS DISK ELEVATION: 962.15 (N.A.V.D. 88) 033687
a N860256.29
PI PROPOSED DROP INLET X% E 1693433.87 ( IN FEET ) SOUTHEAST
g XX 1 inch = 60 ft. 000517
Y I~II1~~
m LATEST PRINT November 1a, 2008 SUPERCEDES ALL PREVIOUS l C005-15.dwg

This drawin has been prepared solely for
~ 1` ~ ~ ~ ~ ~ - ~ t the use of ~edEx and there are no t / ~ ~ ~ ` reppresentations of any kind made by
~ F ~ ~ i ~ ( ~ ' ~ - Giffels of Norfh Carolina PC/191 Group to
, F ~ \ } 5 % ~ ~ ; • any p~arty with whom Gi{fels of North ~ \ ~ L F C ~ Carolina, PC/I81 Grcup has not entered into °
b. - ~ ~ F ~ ' _ - ~l . ~ a contract. ~ W U
r- ~ ; ; ~ _ ~ , ~ This drawin shall not be used for canstruction ~ ~ l ~ ~ ~ , : 1, ~ ~ _ purposes un~il the seal and signature of the
~ ~ responsible registrant appears on the drawing,
~ ~ ~ ~ ~ ~ and proper ppermit forms and related fees are ~ ~ transmitted b the Owner, Owner's Agent, or o
. ; ' ~ ; , WAR- n ~ AY AD ~ ~ J Contractor toythe Authanty Navmg Junsdictian. ~ S ` ~
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a ui 60 0 30 60 120 240 tr KEY PLAN SEAL = SHEET No
GE 033687
.'.:a 3 m ~ IN FEET) M ..S C005-18
3 - 1 inch 60 ft.
NORTH
co o U LATEST PRINT November 13, 2008 SUPERCEDES ALL PREVIOUS C005-15.dwg
Y N
m

This drawing has been prepared solely for
the use of,~edEx and there are no r- j ~ reppresentations of any kind made by
- r I I, ; I Glffels of N®rth Caroling PC/I~i Group to I j ~ any party with whom Giffels o North
L. , i ~r. ~ , ; _ ~ ~ Carolina, PC/IBI Group has not entered into z
~ f,,='" i , ~ I ~ ~ a contract. W
~~t~ ~ i ~ fl i. ~ 1 ~ TOP FACE OF BRASS DISK This drawing shall not be used for construction i purposes until the seal and ssgnature of the
TEMPORARY ' ELEVATION: 962J5` (N.A.V.D. 88) res onsible registrant appears on the drawing,
- ' , ~ : CONSTRUCTION - Call Before Yau ig You Dig 1-800.632-4949 ~ N 860256.29 an~ proper ppermit forms and related fees are transmitted by the Owner, Owner's pp,,gent, o,r o
LIMITS ~ _.r ~ , ~ ' i I E 1693433.87 Contractor to the Authority Having Juresdiction. ~
..3 - - - . . I j!.
' f'II
r TEMPORARY 6 - - CONSTRUCTION t _ TEMPORARY ~I ~ } m 11 ~ ' ~1 , III }
ENTRANCE ,s_..~ ~ , _ ~ _ , . w _ HAUL ROAD
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ry 1
> 1 s, SEAL SHEET NO.
\ o- 833687
4 y .F
w %,,~o G! COOO.1
40 3 f
o u J ° J 42 i
Q \1 LATEST PRINT November 13, 2008 SUPERCEDES ALL PREVIOU 0005-15.dwg
Y
Q]

This drawingc~ has been pprepared solely for the use of,l~edEx and there are no
reppresentations of any kind made by Giffels of Norfh ~arolina PC/I~I Gr~up to
GONSTRUGTION SEQUENCE any party wath w om Gi~fels o No h Carolina, PC/ICI Group has not entered into ~
1. Stone all areas scheduled for pavement on the eastern portion of the site once Phase a contras . 11 Z
IV of the SWPPP has been completed. Fine grade the site as shown on the grading plans This drawing shall not be used for construction ~ t• ~
C002.00 - 0002.D4. Permanently seed all open areas and maintain all previously placed purposes until the seal and signature of the \...J responsible registrant appears on the drawing,
embankment matting on the eastern portion of the site. This will stabilize this portion of and proper ppermot forms and related fees are transmitted by the Owner, Owner's Agent, or o
the site. Contractor to the Authority Having Jurisdiction.
2. Contractor shall construct retaining walls 3 and 4 around Basin 6. See Armor Engineering and Design construction drawings for the retaining wall information. Fine grading ~ -
for the to of bank of this basin should be completed at this time. _ P
w II 1. See sheets 0005.25 - C005.32 for 3. Contractor shall construct retaining a
and construction of this wall. See Armor En ineerin and Design = detailed grading 9 9 _
construction drawin s for the retainin wall information. 9 9
4. Contractor shall d8igently and continuously maintain ail erosion and sediment control -
devices and structures. Once the storm sewer structures PI-21 and PI-22 have been installed, retaining walls - 5.
1 3 and 4 have been constructed, the contractor shall move to Phase UI of the SWPPP as
detailed an sheets 0005.27 - 0005.32. TEMPORARY ~ l
Cr~NSTRUC11aV - TEMPORARY
" ENTRANCE r - CONSTRUCTION -
LJMITS w
. , . - 3 _m . ,f ~ s ~ ~
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C(XJSTRUCTION ~ . , ~ ~ o
LIMITS ~ ~ ~ ~
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~ ~ t , - ~ _ ~ ~ J ~ F ~ ~ - ~ ~ - ~ ~ - ~ - ~ 5~`% - I:I ~mN
E ~ ~ OWNER: o ~s Aso aoo soo P-i ti Ha.. r~ ~ °mn
r o ~ ~'S~'- y~ ~ ~ ~ ~ ~1v- ~ ~ s o s . . FID EX GROUND PACKAGE SYSTEMS, INC. ~~;a°
r o , ~ 0 ~ ;p- ~ p ~ , a 0 _ ATTN: DAN ENRHART 3~~m
' ~ - . r - ~ ~ y , ~ ~ ` 1000 FEDEX DRIVE (IN FEET ) ~ MOON TOWNSHIP, PA 15108 1 inch = 150 ft.
.v . , ~ w. £ ~ mss- - ~ \ f l" ~ ~ ~ } 7~~ ` ~ ~ ~ ~ [phone] =ms m o v
~ :L -v I _ 7 ~ - UCT1O FWUF4 ~ s ww..„,~ k~
- _ . - R ~ ~ ~ - NITS , I ~ : ',1 ON SITE CONSTRUCTION MANAGER:
; L GR _ _ , ~ 0 x~W , _ t - 1 t , SHIEL SEXTON COMPANY, INC.
. a I T.. ~ , . , ~ , _ ~ ~ r ,3 , ' 1 ATTN: TONY JULIAN
p . - W LL 7 _ - ~ ~ ~ ~ ' ~ ~ ~ 902 N. CAPITOL AVE. ~ A
- 4 1 i ~ b q / , ; ~o, INDIANAPOLIS, IN 46204 W 1 ~ ARY ~ ~ ~ [phone]
- , - # ~ ~ ~ SILT GE ~ "`1~~
8 F ~ ~ ~ ~ NOTICE: a
/ ~ t { - \ - _ - ~ ~ V (7 N
~ ~ ~ 1 ~ . ~ FILL SLOPES SHALL BE BENCHED IN _ m
- ~ ~ - - i _ ~ ~ - ACCORDANCE WITH NCDOT STANDARDS ~ . , ?
y t " SPECIFICATIONS. ~ ~ _ ~a ~'J ~ °
i y ~ a . ~ o ~ VU<N
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. " _ . _ ' - ' ' I o0~~
TEMPORARY ~ ~ ~,d- ~ ~ • . _ ; ~ ~ ~ _ _ ~ ~ ~ '1 - CO _ - ~
. , ~ [ . LIMITS ~ { - . ~ I ~ TOP FACE OF BRASS DISK ~ ' ELEVATION: 962.15' (N.A.U.D. 88)
- _ b E ~ ~ ~ ~ ' ' - ~ 1 ~ I h ~ ; N 860256.29 ~ o
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- _ ~ ~ . , T~ ' ~ ~ { EXIST. STORM - - ~ - , 1. Ot~S TiON . 9 v
SILT FENCE . : = ~ : - - , _ . _ STRUCTURE - - _ ~ CiMITS~ - Q.
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EXIST. STORM ~ ; ~ ~ ~ ; Z LL L~
STRUCTURE - _ ~ -
U ~ _ 6'z6' BOX CULVERT ~ - INV.-s~s.o~ ~ - ~ {1 . v .~.~Y. _ 1 ~ ~ ' KEY PLAN ° 0 °
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AREA. 105.9 Ac. DENUDED TOTAL A , / ,y SEAL
AREA. 127.31 Ac. TOTAL SITE r ~ i _ ~ ~ / ~anuuynunuur Y ~ ~ ~
~ p l XIST, STORM ~ ~ ~ c p R~~~~,,, ~ 0 0~0 P , ~ ~ ~ - / o~ % d rr~~ t-
STRUCTURE / . , , . ,rte;' , : ~cr~ta ~r~' ; . `~,~:~~4~ES s%~.. , ~ i1 V ~
Xt1 WX LULVtK I r , f
N y INV.-875.83 e 4 , r T HEAST / a SE SHEET No.
O E O m Caa r 033 8
U 'o N Z
CD 3 ~ 0005.20 fill LATEST PRINT November 13, 2008 SUPERCEDES ALL PREVIOUS 0005-20.dwg
O p N
1 O U') m O
O O U X
iD 01

This drawing has been prepared solely for r®
the use of,~edEx and there are no reppresentations of any kind made by
Giffels of Norfh Carolina PC/l~l Group to
any party with whom Gi~fels o Norfh Carolina, PC/IEI Group has not entered into Z
a contract.
This drawing shall not be used for construction
~ Q~~ purposes un"til the seal and signature of the responsible registrant appears on the drawing,
~ and proper ppermit forms and related fees are TEMPORARY transmitted by the Owner, Owner's gent, or o
~ ~ COPISTRUCTION Contractar to the Authorrfy Havang urisdictAOn.
® LIMITS ~.w
-x ®x - Temparory Sik Fence 2 ® p o _ _ , - r_ _ _ _ _ v
® / 008.0 LL
Denuded Lknits ~ TEMPORARY r ~r
® Cali Before You Dig 1.800-G32-4949 CONSTRUCTI(Nd ~ ~ a
Nardwae Goth ~ Ormel 10 Inlet Protection Q08, ENTRANCE ' - - -
Temporay Rods Check Dam 6
08,0
Daiotes Segment Basin Dra"age "`ea GRAPHIC SCALE ~
60 0 30 60 120 240
~1~1~`~1L"71J ~1
$tObiaed Conetnict'ron Entrance 8 ,0 TOP FACE OF BRASS DISK (tN FEET ) r.- ~
ELEVATION: 962.15' (N.A.V.D. 88) 1 inch = 60 ft. - - - _
s N 860256.29 TEMPORARY HARDWARE RE - . ~ o a .
g• E 1693433.87 CLOTH ~ GRAVEL ~ ~ _ `'0 ~ .P~" ~ J - - t ~ ~ ~ ~ m
INLET PROTECTION , ~ F o ~
~X Double Row High-Hazard Skt Fence 5 TEMPORARY ooa.a . . X X
CONSTRUCTION Y-- p ROAD ~ _ . ~
uMITS RAI~LEllAN BUFFER ' V ~ DENOTES 20' ZONE 2 4 CONCRETE . ~ ~ ~
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_r., i - 4~. - ~ ~n This drawin has bean prepared solely for
® ! ~ ' ro„~ ~ _ _ w 9 ~ c - , ~ ~ the use of ~edEx and there are na . . representations of an kind made by N
1 - Giffels of North Carolina PC/181 Group to ~ - an party wi~ whom Gi~fels of Norfh
y _ _ , ~m ~ ~ f ` ~ 1 - Ca~oli¢a, PC iBl Group has not entered into Z
_ - _ ~ ~~n z - a con rac . s_.__ ~
mm~ ~ ~ ~ ' ~ This drawing shall not be used for construction purposes un-til the seal and signature of the
~ , ~ , responseble registrant appears on the drawing, ~ and proper ppermit forms and related fees are
~ ~ r - ~ ~ , . ' ~ ~ transmitted by the Owner, Owner's Agen}} qqr ~
_ _ _ _ ~ r - : ~ ° Contractor to the Authority Having Jurisdictian. ° i ~q ~ - ~r i ~ \ _
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PI PROPOSED DROP INLET zx Call Before You Dig 1-800-632-4949 ELEVATION; 962.15 (N.A.V.D, 88) XX N 860256.29 ~~~"""15~i1uttkyF{N~nJti1`Zr 033687 /
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Y °o i inch = 60 ft. C005.22
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LATEST PRINT November 13, 2008 SUPERCEDES ALL PREVIOUS Alpt' 0005-20.dwg

~ . , ~ t ~ _ This drawin has been prepared solely for _ the use of ~edEx and there are no N
e ~ _ a _ ~ ~ 1 ~ . ~ ~ ' ~ ~ representations of anyy kind made by ~ ~ 1',,~ 1', Giffel~~s of North ~arolina PC/I~I Group to
q~ _ ~ ~ , ~ s p ~ s ~ ~ ~ _ o ' ~ ~ ~ ' ; ~ _ ~ M Y ~ Carolina,yPC/hE31wG®oupGhaslsnot entered into
- ~ ~ { ~ ~ ~ i ~ ' ~ L a contract, fy
F / o I ~ This drawing shall not be used for construction t
g ~ ' ~ _ purposes un-til the seal and signature of the I responsible registrant appears on the drawing,
_ ~ ~ ~ and proper ppermit forms and related fees are ~ ~ transmitted by the droner, Owner's Agent or a
_ t ~ a i ~ ~ , ~ ~ ' ~ / Contractor to the Authonty Having Jurisdiction. ~
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CO Jbfi LATEST PRINT November 1 3, 2008 SUPERCEDES ALL PREVIOUS 0005-20.dwg

This drawin has been prepared solely for
i!~'. ~ ! the use of ~edEx and there are no
; ~ ~ ~ ~ ~ reppresentations of anyy kind made by Giffels of N®rth ~arolir~~ PC/IBI Group to
_ ~ ~ I ! I any party with w om i{fels of North ~ ` : I ~ ' Carolina, PC f IBI Group has not entered into
r ~ I l E I~-+~~(~' a contract. W~
- TEMPORARY - ~ : N ASIN - ~ DO NOT FILL IN EXISTI G B CONSTRUCTION e ~ ~ ~ I ~ ~ ~ I ^ I ~ ! This drawin shall not be used for construction = I TOP FACE OF BRASS DISK
LIMITS WITHOUT THE COORDINATION OF ® ° e ~ I ! I I ~ purposes un it the seal and signature of the ~ I ~ ( ELEVATION: 962.15' (N.A.V.D. 8$) responsible registran# appears on the drawing,
r:g" - .f . _ __._ti_ . . ROADWAY CONTRACTOR AND r _ ` ~ ~„T__ - ~ NCDENR INSPECTORo Call before You Dig 1-F i I N 860256.29 and proper permit forms and related fees are ~ ~ ~ I transmitted by the Owner, Owner's Agent, or o
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~ TEMgQRARY L' ~ ~ ~ ~ ,
~ \ e 1 ~ CO>•ISTRt~CT10N ^ ~ Denotes Sed'in~t Basin Area a= ' SI~~ F~NC~ ~ , ~ . f , 9 , I .
UMiTS , ; MPORARY-HAR ~ as 9q ~ ~ ..°n. ""~wM. ~ _ ^ N U WBI Oi t ) , T
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42 9 1 ~ ji, 0005,24
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m LATEST PRINT November 13, 2048 SUPERCEOES ALL PREVIOUS 005-20.dwg

t This drawin has been prepared solely for the use of ~edEx and there are no
_ . "a ~ R ` r t ~ ~ _ reppresentations of any kind made b
30 ~ r' ~ ~ ~ f 1 ~ Giffels of North Carolina PC/181 Group to ' any party with whom Gi{leis of North
a " 5 - yy 1 ~ Carolina, PC/IBI Group has not entered into Z 1 ~ " / ~ a contract. ~
~ . This drawing shall not be used for construction
~ ~ ~ ~ ~ purposes un"til the seal and signature of the i ~"f s~ ' ~ res onseble registrant appears on the drawing,
- i ~ ~ r a ~ ~ Y° - ~ anc~ pro er permit forms and related fees are ~
' ~ . ~ OG i t ` ~ ' ~ . , ~ ~ transmitted by the Owner, Owner's Agent or o ~ ~ Contractor to the Authority Having Jurisdiction,
- _ - 1 ~
a - r ~ ~ ~ ~ _ ~ ~ ' 1 . ~ x ~ ~ f.
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q n k - ' ~ - ~ t ~ CONSTRUCTION SEQUENCE FOR RETAINING WALL 1 0
-
_ _ 3~.. , _ ~ , ~ .t ~ ~....~g - ~ ~ 1. Once steps 1-3 an 0005.20 have been completed by the contractor, the construction
e ~ - , f ~ 0 ~ e ~ ~ ~ ~ of retaining wall 1 can begin, At this point, all unnecessary drainage to this area has been ~
. ' ~ ~ ~ graded to the installed storm sewer system and routed to Basins 1, 2 and 6. The existing a ~ ~ pond that was part of Basin 3 will be used to treat the remaining drainage area, which is
, ~o ~ - ~ ~ 2.07 Acres. The riser and skimmer outlet will remain in place. This is Basin 10 in the
} - F ~ } ~ ..sue ( / a 1 design calculations.
~ . ; ~ s E n ~ ~ , f 2. Any water left in the basin must be pumped out~dewatered. Contractor shall ~ ~ ~ ~
_ g ~ f } ~ w~ ~ s= P 10 ~ ~ ~ ~ ~ coordinate this stage of construction with forcasted dry weather. C° ° o Q
z< _ i ~ ~ 3. The first step in constructing the wall will be grading out the footings. There will ~ ~
e Y / x ;I i need to be a 35' flat area behind the footings in order to install the geogrid system around
` 3 the retaining. Grade this area to an elevation of 900.00. ~
k o00 " eo ~ a t l~ ~ ? ~ f 4. The outlet for the underdrain i e that was reviousl installed in Phase 2 must be ~ m P~P P Y z m o ~ ~ f kept clear during this construction and extended through the face of the prapsoed wall. w ~
~ ~ ~ _ ~a ~ 5. Once the 35' flat area has been graded, place fill in Basin 3 at a 3:1 slope up to ~ o o
. ,E - : t f it ~ . . - O f t ~ rough grade, which is approximately 937. Tie in the right and left side slopes to the
. ~ - ~ i- ~ ~ previously graded slopes. This will create Basin 10. Diversion swaies shall be placed at the aao
y 1 ~ y ~ top of the slope to keep excess runoff from entering the area.
PI ~ _ ~ V - - - ~ , _ / 6. Once the 35' flat area and fill have been placed, the contractor shall move to sheet ~NOo
- aa" TYPO r ~ " ~ - ~ - - ~ 0005.26. c.9 IlDN ~ - d ~ _ ~ ~ 3Z0f1~ 0
~ _ ~ y _ , 6 . ~ 00 IOW ` ~ s ~ m.p.f W
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oo - +e € RISER ~ ~A~I -10 , ~
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, - , ~ ~ ~ ~ ~ - / ~t INY OUT- 907.D0 - " _ - _ - , , ~ t ~ ~ ~ ( i 1 1 o. ' m 1 i~p CJ ~o
i j , i i ~ RISER BASIN 0 , ~ ~ ' ~ ~ 1 , N G ~v
36' OBTLET PIPE _ _ . _ _ _ _ _ ~ . _ _ - _ , RISER BASIN ~ . - - , - - _ ~ - ~ ~ , ' ~ , 0" OUTLET PIPE ~ , ~ ` ' ~ . ~ ' C ~ 0 2° ~ _ ~r p fA ~ o~m
~ _ - 99 _ 54"-RISER BARREL ' _ , ~ ~sll
_ _ , ' PoSER BARREL' , ~ 1~' ' o ~t ~ 1 ~ ~ ~ , ~ . ~ o
~ ~ _ ~
-
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_ , ~ _ _ ' ; ~ ( ~ _ , a..~ \ - ~ , ~ j~ , ~ x - Ter~wrary Sit Fd~e 2 ~ a° 4
~ a - . , , ~ X ~ - ~ ~ 1 ~ - ~ f ~ 008. ~d u ~ / . ~ % Denuded finite
- ~ . i ~ 1 ~
,a~ ' " , _ , . - , / ' - ~ ~ , 1 ~ Hardwms Both it (>>ravei to 0
- - ~ .v l W ~ ~ _ _ ~ -.~1 _ ~ Inlet Protection Q u~ _ - / ~
_ - ~ ,t , , W _ ~ _ 1 ~ ® Temporary Rode Check Dom 6 Q ~ ~ ~
_ ~ _ 008.0
_ ~ ~ - < ~ • ~ ~ ~ Denot Swim t Bas Dro Area
- r ~ ~ - j g _ , < ~ ~ ~ ~ ~ d f ; es en n raga ~ ~ ~ ~ j - - ~ w~ -03
. w _ _ p' y - pp r ~ ,.s Y f r . . , of ~1 ( T Sit Ditch 7 J o ~ t°-
~ ~ T ~ A j ' f ~ ~ f , _ ~ 9,fI o _ ~ , . _ .*e - . - - "~~y,,,r i ~ ~ ~ qQ OON 1! ~ p~ li S a ~ d'
O - ~ _ '4, I f _ ~ ~ ~ 10
~ 1 -f}--E}- BOffl88
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~ ~ 1 1 1 1 1 I I I I I I I I I'' TOP FACE OF BRASS DISK m VJ 0
~ ~ ° I i N ~ NLEVA110N; 962.15' (N.A.V.D. 88) ~ ~ 000
ao a I I I 860256 29 Z z
o I ~ I I EXISTING GRADE E 1693433,87 ~ ~ ~ ~o~ W Q
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r ~ O / N I I I GRAPHIC SCALE s~~ ~ ~ ?~z ~ pp~~~utu~~~ll~it~uurii~i~ ~ } ~a
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Lo n `/U VU= UU w-"m \'z~LL~u V U I~u
°o v POND #10 Call Be Call Before You Dig 1-800-632-4949 SEAL
y 0 Z SEDIMENT STORAGE IN FEET SNEET NO. 33687
VOLUME 1 inch = 50 ft.
~3 Lo S=014 "Ane 9 Z G I N N
g NOT TO SCALE °o C005.25
~ U Y i qH ~ Ill
m LATEST PRINT November 13, 2808 SUPERCEDES ALL PREUIDUS 005-25.dwg

This drawingg has been prepared sal®ly for
a , ' ~ the use of,l°edEx and there are no ('y
- ~ ~ ~ t.. - _ _ , - - _ a ~ _ . - y ~ ~ P ~ j re resentations of any kind made by y ~ Gi~fels of N®rfh Carolina PCfl~l Gaup to
_ p ~ : , _ , ~ any arty with whom Geffels o No h pp o r`~'~
_ ~ , ~ ~ - ~ ~ ~ 1 ~ a aolntracRC~i81 Group has not entered into z _ ; ~ ~
- - ~ _ F ~ f _ l . , F . t £ t This drawing shall not be used for construction =
~ a ~ . - _ ~ ~ purposes un"til fhe s®al and signature of the ~..,J . - responsible registrant appears on the drawing,
- F e i4 ' F - € ~ e - ~ . _ I and propper ppermit forms and related fees are ~ transmi}ted by the Owner, Owner's Agent, ®r o
~ t ~ Contractor to the Authority Having Junsdiotwon. ~
e ~ - ~ ~ . - ~ ~ ~
- S :P j r of 4 w. tt ~ m
NN ~ l.. ~ - 'S. of - . - ~ . ' ,r" Y r ~ w~ . ? y f ~ 1 33 . ~ _
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` _ _ - '.r - - - w 1 _ , „r ' ~ . LL - t6 ~ _
a ~ s o ~ ~ CONSTRUCTION SEQUENCE FOR RETAINING WALL 1 F
- ~ - ~ ~ - ~ , ~x 1. Once steps 1-4 on 0005.25 have been completed by the contractor, the contractor ~
, u,°" ~ ~ can install storm sewer structure PI-21 and the pipe connecting to PI-20. This will ~ ~ ~ 1 decrease the drainage area to Basin 10 to 2.07 Acres. s o
E ~ 3'` - t is ~ , - ~ ~ ~ / ~ ~ - ~ ~ 2. The contractor shall install the base, (4) four block courses and the drain pipe for the ~ Q
~ , ~ ~ ~ ~ t ~ retaining wall. See Armor Engineering and Design construction drawings for details and
E ~ ~ ~ a o E ~ ~ specifications. All weep holes shall drain into Basin 10. ~ ~
f P- ~ ~ ~ ~ 3. Once the 35' flat area and fill hove been placed, the contractor shall move to sheet ° °o ~ Q
_ ~ d = ~ ~ ~ ~ m ~ , p - ~ ~ ~ ~ 0005.26. it N o
# ~ ~ ~ r ~
TE ARY HAftOWARE . , = ~ X . t
° GRAVEL • yt=a~;- 0TH & ono... omo. , ' ~ ~ o m
; ' INLET PROTEC11ON ' . , ~ ~ z m a W Z Y
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. , 00 . 6 _ 008=x 0 LOL 00 G :RISER ~ASI~ 10 ®nh
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,_e.~_ i , _ S ~ ~ , ~ ~ ~ 8 ~ ~ ~ ~ ' ~ ~ ~ ~ ~ i I ~ JL ~41L~LVi6 V tl S]l ~~Wi'~ O N
- ~ , _ ~ v ; I. ,u ~ ~ TEt~IPORAY;HARD,W~i~E I ~ ` " II"II..~T"d " ~ ~ m
_ I T INU 00T 90ZA0 ~ CLOTH &,G~~VEL t ~ 1L ~T U ~a ~ ZN
¦ ~ _ , _ , ~ RISER BASMI X10 . 3 , X ~ ~ ~ IN~:~T ~aOTEC~ON ~ a >n G G 00
_ - 36' OUTLET PIPE RISER BARN _ _ , - ' ' ~ ~ , , _ • , ~ ~ 30 OUAET PIPE ~ ~ ~ ? ~ ~ ~ ®K ~ w ~ Tem Sit Feriae 2 i~ ° oa n o QtNn
r 54"-FNSER BARREL _ I ; , "RISER BARREL ~ , I j _ _ r~ _
~ I~ r ~ P ~ Denuded (,trlite o gZmm ~ ~ ~ ~ ,rmo, vy~ # N u axnm
I ~ ~ ~ UNDERbRAIN ~ ~,t. ~ ~ ~ ~ ~ ~ , w,~ , , i r' ~ ~ ~ © Hardware pant ~ Grare~ 90 ~ 6°00
_ , - - - ~ , z , ~a, v t ~ ~ ~ ~r I I ' ~ ~ _ - ~ diet Prateatl0n U' ~ s ~ W
-::r ~ - 1 1-~
-.n 3~ . , ..~,F.,,~~, ~ ~ - ~ 1 ~ ! , y , ~ ~ ~ ~ ~ Jam` ~ Tempamry Rack Check Dam 6 h+-I a ~ ,
' ~ ~ ~ , ~ ~
Q 1 . ~ s % ~ a ? 1 / Denotes Segment 8adn Dranage Arco
'9m.. _V y . ~ f ~ ~ -
4 W w a ~ ~ ~ ~ e~ k ~ °g qy ¢p : ~ _ ` _ / ~ Temporary Sit Ditch 7 ~ ~
l2
~ ~ _ 9y ~ _ _ _
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~ , / ~ m, , t _ y ~ ' a., - ~ , _ - - _ _ j~ t -X-X- Double Row Hl¢rHazard Sit Fence s ~ z m o ~
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TOP OF WALL ~y ~ <N Nip
ELEV.-903.00 DRAINAGE AGGREGATE Q~ 4 ~ Z O LO a~ -D
12°' MIN. BEHIND WALL i- ~7N ~ Z q~w
Z ~ ~ n' o 0
NOTE: W ~ W t7~o v ~ c
SEE ARMOR ENGINEERING AND DESIGN BLOCK U ~ ~ ~~w Z oz~
CONSTRUCTION DRAWINGS FOR DETAILS UNITS ® Z Marc oa
AND SPEGIFICATIONS EXISTING POND
3 ~ .a m ~1-W m J t'- ~'g
TOP FACE OE BRASS DISK ~ p r`~~
d ~ ; I ( I I I 'i ~ ,A~~ ELEVATION: 962.15' (N.A.V.D. 88) I- a. °oog N 860256.29 ~ ~ ~
~t v , ~ ° I I' r E 1693433.87 ~ ~ ~ ~p~
N \ FOUNDATION ~ ; W ~ d t--~~ W
g p DRAIN EXISTING GRADE N t Ir I ~ ~ ~~z
~ N ~ I GRAPHIC SCALE Ste` °
r r ~ / 50 0 26 50 100 200 ~ ~ R ~~~~~~i6 Q ~ U
m ° I I I
i
LO r N , t Me, ((CENTER SEA vr~. sHo~
O E m LEVELING PAD )ME-CALL `U' LL / IN FEET) 0336 7
N z° Call Before 311 Before You Dig 1-800.632-4949 1 inch = 50 ft.
3 P D ; / 0005.26
O it 99 99
N NOT TO SCALE W 4 ~ o III
U Y O LATEST PRINT November 13, 2008 SUPERCEDES ALL PREVIOUS ` 0005-25.dwg
m

_ ~ ~ - ~ ~
} . ~ _ E - ~ ~ , ~ t ~ ~ ~ This drawin has been prepared solely for the use of ~edEx and there are no
t l 3a ~ ; a„m,„. ? d ~ ~ ? ~ re resentations of an kind made by t t ' _ r ~ Gi~fels of Ngrth Carolina PC/I®I Group to
~ ~ r= ~ ~ ~ _ ~.F. _ , r ' any party wEth whom Gi1'fels of North ~ Carolina, PC/IBI Group has not entered into Z
~ ~ ~t ( ~ a contract. ~
- z` t I _ ~ ; € ~ ~ This drawing shall not be used for construction N
~ - f ` ~ I ~ purposes un"til the seal and signature of the ~ ~ responsible registrant appears on the drawing,
\ t:" $ _ 1 i and proper ppermit forms and related fees are transmitted by the Owner, Owners Agent, or o
. ~ ~ ~ , ~ ~ J ~ Contractor to the Authority Having Jurisdactaon.
_ , r- . , _ ~ ~
~ ' _ R„ _ ' _ _ ~ t
i ~ r " A i _ _ , ~ rn
~ ~ ,t / a „„w ~ e...7..
ti ~ ~ , ~ ~ - ~ i ~ - A ~ _ ~ ~ ~ ~ / , / ~ . . ` ,m+ ~ ' g _ "4` ~ -
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~ ~a f ~ ~ ~ M ~pq CONSTRUCTION SEQUENCE FOR RETAINING WALL 1 a
k+ t¢ ' k A
- r ~ ~ a ~ ~ 1. Once steps 1-3 an C005.26 have been completed by the contractor, the contractor
~4 F ~ ~ _ t can begin construction of the wall. The construction drawings from Armor Engineering and ~ ~ " ~ B Design shall be used for all details and specifications for the retaining walls. o a
_ a s- ~ _ - } , _ ~ " ~ 1 2. The contractor shall construct the wall to an elevation of 906.00. ~ ~
~ , - - ~ / ~ - - i ~ ~ ~ ~ f 3. The contractor shall backfill the wall to an elevation of 904.00. All gravel backfill and
r . 6 . ~ , . ~ ~ f • 10 ~ ~ ~ ~ geogrid shall be installed per Armor Engineering and Design construction drawings.
E ~ ~ ~ . ~ ~t ~ ~ 1 ~ 4. The backfill behind the center and eastern portion of the retaining wall should slope o o ~ ~
~ ~ , . ~ . , ~ ' ~ ~ ~ away from the wall towards the fill slope. A swale graded of 1.0% will carry the water `Ij ° o Q
~ ~ - ~ ~ , • ~ around the wall and into Basin 7. This will decrease the drainage area to Basin 10 to 1.30 1 r d~
- ~ t - ~ ~ ~ - ~ _ ~ - - - X00., ~0p ~ ~ t£ p, ~ a - _ ) ( Acres. ~ ~ - ~ ¢ 5. Install a temporary slope drain at the end of the ditch to basin ~7. r
r ~ ~ ~ - . ~ ~ ~ , S i _ ' ~ ~ ~ i "_..OJO, ~ ~ 6. Once the retaining wall has been constructed to an elevation of 906.00 and backfilled o ~ m
t _ _ y - - - Y ~ , - ~ ~ t - to 904.00 and constructed the swaie, the contractor shat! move to sheet C005.28. Z Z
~ 9 i " ~ ~ i ! ~ ~ 3
°~d, ~k t - 1 ~ _ 8 t ! ~ ~ o o
F e ~ , r ; < e - _ ~ E~ ~ ~~a ~ °mo ~ >m ~ ®a~
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~ ~ a _ ~ - s ~ . ,r _ -
- ~ 3~ - F # 906.0 ~ ~ ~ . ~ ~ ~ ; ~ I~ ~ IE ~ w
[y ~ ~ , - ,~"t f Rte'` "T~ y , ~ ~ - ~
, , o e.. _ ~ TE~4PORARY , , ~ ~ f ~ , ~ ~ ~ ~
SLOE AIN - _ y~ , . , i ~ ~ ; ~ - ~ _ t r ~ ~ ~ ~ ~ -x- ~ - Temporary Sit Pena 2 o N
_ _ , ¦ ~ I ~ - _ _ ~ ~ ~ _ ra N
A Tw ~ ;RISER BASIN X10 ` I 1 1 _ TEt~PORA _ _ ~ 36" OUTLET PIPE _ _ - _ _ ~ , , _ , ( , t ~ ~ Denuded Limits & ~ ' ~ ~ ~ m
_ _ - _ COPE DR IN USER BA'~N #2 ~ 905.D0 - ~ I , , _ _ ~ , ~ 30 OUTIETPIPE ~ .f ; ~ I 54" RiSfR BARREL - ~ _ "RISER BARREL' I 1 ! ~ ~ ~ p+ ~ e (M V~{66 61IVYi ~ UIY~Ci ~4 pN 0( ~~y~~~~~ ~p G O
, . ~ ~ ~ ~ ~ ~ ~ ~ p _ ~ 1'I VI0IiUYII WU~ G
~ ~ ~ ~ ~
3 ,f , . = _ ~ ~ - Temporary Rode Check Dam 6 z ~;~h ~ , / 008. ®r~°~
- _ _ _ ~ ~ ~,,~I, ~ _ , _ , ~ ~ ~ ~ \ ~ , ~ ~ - , Denotes Sediment Badn Drobage Area ~ 5~~4
~ ~ ~ ~ ~ 1 i : ~ ` ' Tem Sit Ditch 7 ~ a
- ' '`tea . _ , - _ . _ ~t r~ _ ? ~ W I ! 4 906.2 J ~ f t ~ po?ay
u ; . ~ ~ ~ t
~ J . ~ / l , ~ H~
~ ~°~~x'`` ~ _ , ~ ~ , ~ , ' ~ d oa
~
E~IBAKKIT ° " ? ~ - - r - ~ , ~ r ~°X Double Row High-Hazard Sgt Fence 5 c ~ ° ~X
. , , _ ~ ~ . . ' 008. A MI Ti1NG I: ,r,F ~ ~ ~ ` ~ < < ~ ~ ~ ~ . , _ ,
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TOP OF WALL W z Es m s
ELEV.-906.00 DRAINAGE AGGREGATE y ~ ~®O
12" MIN. BEHIND WALL L (n 2 w
Q~' z L_~ ~ .o
NOTE: L~ f 1~ ~ N r ~ QUW
SEE ARMOR ENGINEERING AND DESIGN BLOCK /'fin a'wa W ( / W -ono
UNITS CONSTRUCTION DRAWINGS FOR DETAILS U ~ ~ 7°w
AND SPECIFICATIONS EXISTING POND Z ova Z C9~°o Qa
3 E n Xd~
•a 1,~ C~ m m ~ v ~a _ _ ~ ~~H
TOP FACE OF BRASS DISK ~ ~ ~ „gym
o ELEVATION: 962.15' ~N.A.V.D. 88) i- tl °oo~
N ~ _ ~ ; a FOUNDATION N 860256.29 ~ Z ~ "N E 1693433.87 0 W ~ ~Q~
o N ~ ~ , R i EXISTING GRADE
N DAN =W ~ W ~ ~~a o
o N ~ i-i i ~ GRAPHIC SCALE sue. ~ "~z ~~~~~uuuuuu~iiEEEiru~ri~~~ ~
0 80 0 30 6D 120 244 ~ A ~ Q ~~~ii ~ ~ ~ Q ~ o . J
p i i i ~ ~ nr= r~ n n n ~r~rt n~ran i I I I 1 _ J .'i= S Si'.. n n U<~
A
U') E o LEVELING PAD
N Z m ~ Call Before You Dig 1-800-632-4949 ( IN FEET) SEAL f; sHE~r No. 03,368
1 inch = 60 ft. '
N
a o NOT TO SCALE rn ~ C005.27
~ U Y O
66 LATEST PRINT November 13, 2008 SUPERCEDES ALL PREVIOUS 0005-25.dwg

This drawinc~ has bean prepared solely for
the use of,~FedEx and there are no reppresentatsons of any kind made by
~ - ~ ~ ~ Giffels of North ~aro(ina PC/IBI Group to r 1 'a any party with w om Git'fels of North d
_ ~ ~ 1 ~ ~ ~ Carolina, PC/181 Group has not entered into Z
E ~ t ' ~.,r' ",r , ' f ~ a contract, ~ ,
- ' ~ This drawincl shall not be used for construction N r '1 ~ ~ ~ - ~ : - ~ ~ purposes un"til the seal and signature of the
~ - d i ~ ~ ~ '0 ~ responsible registrant appears on the drawing,
~ ~ ~ - s _ ~ and proper ppermit forms and related fees are ~ ' ~ t ~ ~ transmitted by the Owner, gwngr's Aqant, or Q
i Contractor to the Authority Having JuT~isd~cteon. ~ t ~ ~ ~ ~
~ f ~ W , i
• ~ _ x _ ~ _
e ~ ~ ~ ~ ~ ~ . ~ _ S ~ _ : 4 MH l ~ ~ 1 ~ ~ ~ ~ , ~ \ - j tt ~ ! ~ ~ m
~ ~ ~ 1 ~ ~ ,
~ ~ - ~ ~ - I
0 ~ ~o
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t ~ ~ - f ~ I ~ ` A, ~ ~ ~ ~ ~ ~`r t ~ ~ `
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n .,r ,r! ~ ~
, ~ ~
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~ ~ ~ - ~,x t CONSTRUC110N SEQUENCE FOR RETAINING WALL 1
~ ~ , T . X - • X 1 _ _ T N U t
- w. ~ i ~ : . i ~ i E ~ _ _ _ ~ ~ 1. The contractor can continue with the construction of the retaining wall. The ~
. 3 ~ ~ r ' , T ~ ~ _ _ , ~ ~ ~ construction drawings from Armor Engineering and Design shall be used for all details and v ~ specifications for the retaining walls. ° o
~ F ~ € , E_ _ , 2. The contractor shall construct the wall to an elevation of 910.00. ~ o
s ~ ~ ~ e 1 3. The contractor shall backfill the wall to on elevation of 908.00. All gravel backfill and
~ ~ _ ~ _ ~ v geogrid shall be installed per Armor Engineering and Design construction drawings.
_ ~ e "„ram, ~ ~ ! o~. ~ . , ~ ~ J _ a 4. The backfill behind the center and eastern portion of the retaining wall shall continue ~ P ~ o ~
, ~ / ~ ~ ~ ~ to slope away from the wall towards the fill slope. A Swale graded at 1.0% will carry the N o
~ ; .a~.., ~ .a ~ - _ • 24 ~ ~ ~ f water around the wall and into Basin 7. The swale will raise in elevation as the fill is ~ ~
~ . ; i. ~ ~ I ~ placed
- ~ ~ s ! ~ 5. Extra pipe sections may need to be added to the temporary slope drain in order for it ~ ~ , to function properly. z m q
0 00. ~ ~ ~ 'g ~ ~ o . ~ ~ ~ ~ 6. Once the retaining wall has been constructed to an elevation of 91Q00 and backfilled z Y
~ ~ s ~ , / ~ to 908,00 and constructed the Swale, the contractor shall move to sheet 0005.29. o o
~ ~ ~ ~ I ~ _ ~ o - _ y ~ ~ ~ ~ ~ { ~ ~ pa a o~
~ . a ~ . ; 9 ~ ~ ' . , _ ~ 1 1 ~ DON
w o00 - e_. _ , r ~ DOS j~ ~ ~NOO
= } / 6 5 ~'O Y1v9 4 oLUp:r: m
_ i~ ~3Zwg~ t 0 0 +~m ~ tt®,~d w
- 8 ~ - - / ~d~00 ® to onn i
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r _ I ~ ~ `z
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~ ~ ~ ~ ~ ; _ la Y 8.~ _°c I ~ ~ ~ ~ m c
.911.00 ~ ~ , ~ ~ . _ ~ ,r ~ , ~ - ".a w
MISER ~ASfN d m ~ d ~ ~ ~ V
~ ~ ~ ~ 1 ~ - i ~ _ ~ n
_ ~ e - O N
I r~ ~ ~ ~ l~ ~ ~"II'®]~~~~'~'IL11S ~ILIL~.J7I'B~CD7t~ " m ~a
TEMPORARY . _ SLOE DRAIN = ~ _ . _ ~ - - - _ - ~ l',' , ~ ; a ~ t % I ,.E , , iRV our so~.oo - - - - _ ~ .M. i , / . , ~ TEMPORARY: l , f ~ ~ ~ a >N
I~ g°Il~~ ~ o ~ _ 1 ,
M - ~ _ ~i .00 ~ ~ , I , RISER BASIN X10 , / ~ ; i 1 - _ ~ ~ . i 4 ~ ;I I ~ - SLOPED AIN _ 36 OUTLET PIPE - - . _ ~ - - - - _ _ ~ , 4 ~ ~ ~ U Cp..N p W
3 RISER BARN _ _ • _ _ _ . - - ~ - - , ~ , ` , ~o' nEr PIPE , ~ ~ . ~ , , , _ ` y ~ ! ®x- x - T Sit Fence Z z ~
' S4"-RISER BARREL , ~ i _ - ~ ~ ~ - - - _ _ ` . , ` ~ ~ ~ ~ 'RISER BARREL ` , , , ~ ~ ' _ _ - 3 _ ~ ~ ~ ~ / ~ ~ ~ ~ f QOB. °
- , ` I / I ~ ~ ~ Denuded knits
_ _ , 3 _ a , ~ ~ ~.,wM-~ moo. . ~ ~ f 1 _ . x HardMare Cbth dt t;aravel 1® F„{ a
~ ~ - ~ a~ate~ ooe. ~o
t ,r _ _ ~ P~ , I ~ ~ I - - _
, TNt ~ - ~ ~ I ~'fW, I ~ 906.20 ~ ~ ; '~y - ~y ~ ~ ~ ~ - ~ ~ Tempaary Rxk Check Dam
y ~ ~ 9,1. `b _ , , - , ~ / °c
~y ~ ~ _ / Denotes Sedhient Baein Drdnage Area ~
~ _ . ~ i ~ ~ ~ _ r _ ~ X ~ ' ~ ~ .
• _ t ' _ = _ ~ _ _ _ _ _ I ~ ~ ' Temporory Sit Ditch ~ ~ ~ ~ a _ ' l ~ 008. ~ ~ ~ ~ o
v u ~ 12 EM~ANKIT , ~ _ _ . _ 1 ~ , ,
€ oos.o ~lamrjc ~ - ~ _ , _ ~ r _ / J / 008. w z v o w ~
_ ~ l ~ t r _ ~ ~ . _ l~ _ - - - ~ Baffles l
I ~ r. ~ _ , ~ _ ' _ ~ i F - r 5 _1 p ~ N I ~ X Daible RoN Hi¢rHa¢ad Sit Fence _ 6'"
_ ~ _ ~ w ~ , w , , - - ~ ~ _ , © - ~ . ~ ~ , . r r ,
~ _ - - ~ ~ _ ,I. ~ ' ~ ~ _ ~ ,
_ s ~ ~ s~, r _ _ ~ _ - N _ - r.-- ~ ~ ~ , - ,
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.
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TOP OF WALL DRAINAGE AGGREGATE ELEV.-911.00 12" MIN. BEHIND WALL ~ ~ ~
Z W N~o ~~LL
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oQ Ill Z ; W o~w
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NOTE: ~ " ~ ~W U ~ CL hod
SIGN BLOCK SEE ARMOR ENGINEERING AND DE UNITS RID 0~~
CONSTRUCTION DRAWINGS FOR DETAILS GEOG ® ~ Marc ® ids
AND SPECIFICATIONS p
EXISTING POND ~ m ~ ~~o
TOP FACE OF BRASS DISK ~ ~ p r~8
ELEVATION: 962.15' (N.A.V.D, 88~ I- a Q s N 860256.29 ~ ~ w
~ ' ~ ' a E ! I I ~ 0 E 1693433.87 ~ ~
~ Y ~,e KJ N ~ ' ' a u., FOUNDATION • 1 ~ ~ ~ ~~Z
a EXISTING GRADE ® DRAIN ,a seas ~
o Q m ~ ~ ~ C ~ W ® GRAPI~IC SCALE ~ ~ r~~ ~ ~p vl~ittiillllllll~flU( ~
ro I ~ C 120 240 ~ N R Q~ iii Q f ~ ~ O z 6a 0 30 80 J Q~ ..E `j .S ~ ~ l~',/I ~ U ~ ~
° ~ _ i ~ :i;4 0':.. ~
CV t Call E ~ - 1
Call Before You Dig 1-800-632-4949 't"`~---'-~-~ SEAL - SHEET NO.
m L o LEVELING PAD E ( IN FEET) _ 033687
o m U 0 1 inch = 60 ft.
N Z Nm pp D s ® 7J 005.28
3
" NOT TO SCALE
m 0 w o ~ o U LATESTPRINT November13,2008 SUPERCEOESALL PREVIOUS aV 0005-25.dwg
O
Q7

~ s ~ : _ - ~ m,~ - ~N ~ , e- 3 y , IL€ a~ ~ This drawin has bean prepared solely for the use of ~edEx and there are no
- ~ _ , ~ ~ ~ ~ ~ f ~ reppresentations of any kind made by N r~ y ~ Giffels of Ngrth Carolina PC/IBI Group to
- : ~ t - % ~ any party w[th whom Gi{fels of Norfh d Carolina, PCf161 Group has not entered into Z _ - ~ i
p - - r ~ ~ ; r ~ t ' ~ ~ ~ . # . ~ ) ,rte ~ v a contrac . W
~ ~ ~ ~ ~ , F ~ ~ o ~ ~ ~ P , o ~ ~ This drawing shall not be used for construction
- r` • - ~ ~ r j t~ ~r - f ~ purposes until the seal and signature of the ,i ~ ~ ~ res ansible registrant appears on the drawing,
- - ~ + / + - ~ , ~ ~ an~ proper ppermit forms and related fees are ~ transmitted by the Owner, Owner's Agent or Q
e ~ ~ , ~ . . o~ ~ ~ ~ Contractor to the Authority Having Jurisdiction. ~
- x. - l tl , i t n,., c r~,, ;s f'
x ~ , - ~ ~ , t ~s }
~ ` r + ~ , f
- ~ ~ y'. - ! ,
: , t ~ ~ - , p1 - ~ 4m NOTE; MATTING TO DE APPLIED EVERY
. . ~ ~ 1 ` A ~ ~ _ - r v w ~ ~ ~ - ~ ~ , (10) TEN FEET OF FILL.
~ , , ~ I -
- a ~ f. ~ _ _
! ~ ~ i ~ I - - ~ ; r , - R
_ - - ~ ~ ~ ~ ~ NOTE: DIVERSION BERM TO BE INSTALLED ~
_ _ .I. A ~ e q p ~ DAILY AT TOP OF SLOPE.
. ~ a ~ - ~ _ , ~ i
t ~ i , ~ , ~ ~ ~ ~ ~
s „ ~ ~ _ ~ a A P+ ~ . t~ ~ -
e u. _ y - : ~ :.ate - M : 3 , ~ ~ q 3 ~ iron CONSTRUCTION SEQUENCE FOR RETAINING WALL 1 0 ~ F
1 -~--n~_~---4- ~ AID J ~ . tg 7. ! d ~ , - AFL. ~ e. _ .u~.-~ -
l _ _ - ~ . # ~`1 . _ ~ 1. The contractor can continue with the construction of the retaining wall. The
. _ il ~ t 3 ~ - ~ t ~ ~ construction drawings from Armor Engineering and Design shall be used for all details and ~ ~
I i e~ , ° + Y. r ~ , d , ~ ~ specifications far the retaining walls. o 0 2. The contractor shat! construct the wall to an elevation of 916.00. ~
- t ~ o 3. The contractor shall backfill the wall to an elevation of 914.00. All gravel backfill and
~ ~ ~ ~ geogrid shall be installed per Armor Engineering and Design construction drawings. ~ ~
u- ~ F , , . , d, Y J,I. ~dp t - « 10 ~ ~ 4. Once the backfill has reach an elevation of 913.00, the base section of storm sewer o o ~ ~
r ~ ~ ~ - + , F a- y ~0 ~r , z 1 ~ ~ structure PI-22 shat! be installed. ° o d
~ ~ t 5. The backfill behind the center and eastern portion of the retaining wall shall continue
_ -+a-~- ~ ~ ~ } ' 4 - ' ~ ~ to slope away from the wall towards the fill slope. The swale will move closer to the ~ ' ~ ~ f ~ ! retaining wall to avoid storm sewer structure PI-22. The Swale will remain graded at 1.0%
~ ~ ' - ~ 1 ~ ~ t to carry the water around the wall and into Bosin 7. The swale will raise in elevation as o m o
r° °oo ~ ~ ~ ~ ~ the fill is laced. w C ~ p W
~ ~ ~ ~ 3 ~ 6. Extra pipe sections may need to be added to the temporary slope drain in order for it ~ Q ~
i.. ~ ~ ~ ~ - _ i ~ ~ ~ to function properly. °
. _ 040 ~ ~ ~ _ . 9 ' ` _ . , % _ , 'i ~ ~ ~ ~ ~ 7. Once the wall has reoched a height of 916.00, the western portion of the backfill V ~ ~ ~ behind the wall shall slope away from the wall towards the fll slope. A Swale will be graded
o - ~ , m~ V~ ~ ~ ~ ~ ~ at 1.0% to carry the water around the wall and into Basin 2. This will decrease the
4$' TEMPO Y A r E p - 1 - _ - ~ drainage area to Eosin 10 to 0.34 Acres. ° U ~7+Tm ~
' , E _ 9 a ~ ~Unr' ~ 1 ~ 8. Install a temprary slope drain at the end of the ditch to basin 2. ~
o 1 ~ 9. Once the retaining wall has been constructed to an elevation of 916.00 and backfilled °m rtm<.i N
- ~ 's, - ~ °nr - ~ f ~ ~ ~ ~ to 914.00 and P1-22 install, the contractor shall move to sheet 0005,30. i p00_x p OG
' r - _ : - - ~ t ~ . - , f%-
. f ~ ~y ~ n ~ l ~ m
F _ ~ - a . ~ - - - - - ~ f. p - # ~ _ y
- 4 ~ ~ d~' gig,
>I f e , ~ ~ ~ ~ ~ F ~ ~
, x - ~ P ~ . - - rw - ~ m ~ ~ I ~ - L
.M,, y 916.p ~ ~ ! f dd j W i ~ f ~ >
ii F i ~ ~
~ TEMPORARY ~ - - ~ .ao ~ , . J r j ~ . •~d O N
- SLO~~pRAIN - ~ = ~ INV OUT 907 DD j p NQ r S` f $ ) / 1 ~
v N - . _ ~ _ . _ z, TEfri~R~~Y p, p I ~'_RISER BARN 0 ~ l 9
~s a~TLEr PIPE - ~ , , , ~ - - - RISER BASIN 2 ~ _ t SIOPE DRAIN ` ~ L~
I,~ ~ ~ , " - ` - ~ ~ 30' WTLET PIPE ~ 5d RISER BARREL - w"' _ ~ o,~~ ~ w ' , RISER BARREL ` ? y.
~ ~ g ~Ih ~ t ~ OL ~ ~
3 i , s r. ~ "W - ..i ~ 3 ~ _ _ III -
b ' it - ~ i ~ i 1 - _ _ Q s - - i y _ _ t ~ U_dVi Orn
- iw n„y ~ _ - tl~ - ' ~ ,
,~.1' _ _ ~
~ , ~ . - , 7 `'fir, ~ if , - , ~°''.f ~o ~ ~ . 1 ~ ~ ~ . - i--~
` , '6 ~ ~ 906:4 _ . ~4 . ~ , . ,~,~E~ , ~ ~ ~ ~ , ~ -x - x ~ Tam Sit Fence 2
. . ' ~ ' / 008. ~ - _
~ ~ 4 ; - ~ - - • ~ . - f~ ~ ~ Denuded timtta a
= ~ , , ~ ,~„u ~ _ 12 `fie ~ -
- a, . ~ E 6AhIK T ~ ~ ~ + ~ 1 w ~ ! I , - Hardraro poth ~ (#~crel 1® ~ ~ 4
~ TEMPO Rl~ ~ 008,4 ~ATfiING . ~ ,a ~ ~ _ . _ _ _ _ _ _ _ . ~ ~ filet Protectbn 00& a w rv ~ LL f F ~ _ ~ ~ It ~ Temporary Rods fhxk Dom e ~ ~ ~ ~ °o
SL,OP~ RAIN... , , l ~ : ; . ' , J . ~ M ~
F _ - - r ~ ~ ~ t'';' 008. ~~wo31 _ _ _ - . ~ _ ^ J _ ~ ~ h ~ Denotes Sedbent BaeG~ kea - - s;~' - Orohage z ~ F°- ~
f - ~ . ~o N ~r~- y
, _ ~ . ~ _ ~ - _ { , , r ,,+1~ , • ~ _ ~ ~z a®~ ~ ~ ~ / Temporary Sit Ditch 7 ~ _ ° ~ ~
+ _ - ' , ~ + 4 i _ ~ 1 ~ 008. - a
' - - _ ' + , t~ E , L .
' , ~ 1 = ' ~ 1 -f}--E~ Baffles
: , ~ »b. ~ - + _ _ , . _ • - . ~ F d ~ 008. Z3
~ - - , ~ . " _ _ _ _ _ _ t -X-X- Double Ror High-Hozard Sflt Fence 5 ~ X X
l - , ~ R-' wF ~ _ - ~ _ I . . ~ : . 008,
_ _ +
ry ~ _
, , ~ d ~ ~ ~ ~ P f
f _ ~ ~ ~ . _ ; ~ ~ ~ ~ '
-

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= . _ ~ t_ ~ , n - ' . ~ ~ ~ ~ ~
n > J U N W
TOP OF WALL DRAINAGE AGGREGATE ELEV.-916.00 12" MIN. BEHIND WALL _ ~
[;O
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nn TZQO LL ~4N
oQ ~ti Z Nzg ~ .o
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NOTE: r; W Cfuw n Q'wo
BLOCK SEE ARMOR ENGINEERING AND DESIGN UNITS W ® W ~~o
CONSTRUCTION DRAWINGS FOR DETAILS GEOGRID ~4 U ~ / ^ ]O®
AND SPECIFICATIONS EXISTING POND ((L^^ Z I~n(i/ W p Z ~ ® ® ~ Vq0 O~
3 E a ® Xat~
~ ~ ~ I ~ ~ a TOP FACE OF BRASS DISK ~ ~
O ~ i ~ w ~ I I I , . ~ ELEVATION: 962.15' (N.A.U.D. 8$) h ~ °ooZ
~ _ ~ n. N 860256.29 ~ Z ~ N
a I , FOUNDATION N o DRAIN EXISTING GRADE E 1693433.87 ~ ~a~ 0 d
m ~ / ~ ~I tI1 Tw
{ o II o GRAPHIC SCALE s~~ d ~ "~z ~ ~ pOWpuI~~II~Igq~lUOi Y ~ ~
~ I I; • c I ~j/~,~~ + 6D 0 3D 60 120 244 R ~~~ii d ® Qao
••••9Y I I I I I I C~~.'C S~C'i':o~, ~b, n t U~~
CV y
o E ~ o ~ o LEVELING PAD v. )ME-ML CENTER SEAL
ill Before You Dig 1-800-632-4949 IN FEET) _ SHED NO. p33687 ~s
Call Before) 1 inch = 60 ft. Il:
S=ON "A-A7 N
o NOT TO SCALE ~ o V005.29
x rrn ~ tpt
m LATEST PRINT November 13, 2008 SUPERCEOES ALL PREVIOUS 4( t'1 0005-29.dwg

~ a _ ~ ~ r ~ ~ - 1 : , ~ ~ This drawin has been prepared solely for
~ f ~ ~ ~ the use of ~edEx and there are no re resentations of any kind made b a~ ~ ,7 " ~ Gi~fels of Norfh ~arolina PC/IBI Group to
/ ~ . _ o ~ ~ ~ ~ , . - ~ ~ ~ ~ f. ~ t t ! ~ any party with w om Git'fels of Norfh d ~ Carolina, PC/I®I Group has not entered into z
a ~ ~ _ i ~ a contract. ~ W
~ . . ` ~ a ~ ' ~ ~ ~ ~ ~ This drawing shall not be used for construction =
~ ~ F ~ - I ~ x ~ ~ ~ ~ purposes un"til the seal and signature of the ' l I responsible registrant appears on the drawing,
z . ~ ~ ~ ~ , ~ ~ ~ / t ~ and roper ppermit forms and related fees are ~ transmitted by the Owner, pwner's Agent or o
, pax 9 . - 41 ~ w _ ~ Contraotor to the Authority Having Jurisdiotion. ~
MH _ r , - It /,r
~ ~ ~ ~ ~ ~ r w~ ~ s ~ _ . a _ ~ _ f ~ m
f- / J P" ;
r" ~ ~ s ~ ;
' ~ ~ ~y' ~ - d ` r• - n°. " ~ NOTE: MATTING TO BE APPLIED EVERY
~ - i ~ j 3. r ~s ~ ~ J~ ~ ~ a ' ~ (10) TEN FEET OF FILL.
~ ~ ~ 1 ~ - ,
r 3 3
~ _ ~ , , ~ . f ~ .f ~ _ ! _ = - s ;f I 1 NOTE: DIVERSION BERM TO BE INSTALLED
4 ?=.y , 1 ~ ~ 4 - , ~ f =a ~ ° w~, DAILY AT TOP OF SLOPE. - ~ ~
X i l .
~ , . fi ,~V - . ~ w
~ _ ~ d~ - . 4 xA^yAS It w. . ~ ~ ~ u~i ,
- ~ t - , n," , ~ ~ CONSTRUCTION SEQUENCE FOR RETAINING WALL 1 0
~ ~ -„emu ~ - S ~ ~ ~ ~ _ ~ ~
~ ~ ~ ~ _ ~ , ~ r ~ ~ ~ ~ ~ ~ V ~ ~ 1. The contractor can continue with the construction of the retaining wall. The
t construction drawings from Armor Engineering and Design shall be used for all details and Z z t specifications for the retaining walls. o ~
~~u- ~ ~ ~ 2. The contractor steal{ construct the wall to an elevation of 926.04.
.w.,. ~ ' , ~ ~ E - ~ 3. The contractnr shalt backfill the wall to an elevation of 924.00. All gravel backfiil and
~ ~ . - _ 5 . ~ { ,F # o ~ ~ ~ ~ ~ geogrid shall be installed per Armor Engineering and Design construction drawings. co ~
PI - _ ` - - ~ ~ ~ ~ ~ 4. As the backfill is being placed, the next section of storm sewer structure PI-22 shall o o ~ ~
. , - v v • ~ ~ ! " be installed. When the backfill has reached an elevation of 921.00, the pipe connecting `Ij ° o Q
s.. ~ ~ , t ~ ~e _ ~ ~ ~ i 3 ~ PI-23 to PI-22 and the pipe connecting PI-22 to PI-21 shall be installed. With this
.r i ° ~ f ~ connection, the entire designed drainage area to Basin 6 (Wet Pond 1) will be carried there. ~ ~ ~ f 5. Grout in place the temporary outlet pipe from PI-23 to Basin 2. Brick and mortar ~ r
d ~ . - r~ u } ~ ~ - ~ f the hole in PI-23. o m
- , - ~ -.000 A ~ t ~ - z m ° W C 6. The backfill behind the center and eastern ortion of the retoinin wall shall continue z Y i P 9
- ~ a00 i - S ~ ~ 1 . " ~ ~ - 9 7 1 to slope away from the wall towards the fill slope. The swale will remain graded at L0~ to U ~
r: E 1t 1 carry the water around the wall and into Basin 7. The swale w11 continue to move toward °
.M ~ 000 - J' ' 1 the catch slope as the fill is placed. n ®o
- ~ _ r ~ ~ a " ~ - ~ ~ 7. Extra pipe sections might have to be added to the temporary slope drain in order for a a~ ~ If it to function properly ~r
~ , i ® NOO 8. The backfil behind the western portion of the retaining wall shall continue to slope e
. . - - r _ ~ i _ y L'8 N1P) 9. ~ t ~ ! away from the wall towards the fill slope• A Swale will remain graded at 1.0% to carry the m`~i~~ ~
. _ ~ . t ~ 1 - ~ y water around the wall and into basin 2. The Swale will raise in elevation as the fill is r ~~aa
r _ - A _ fie,, I J ~ y~ placed.
~ , . ~ _ ` ' ~ ~ ~ ~ 9. Extra i e sections mi ht have to be added to the tem orar slo e drain in order for PP 9 P Y P
" ~ ~ + ~ „ ~ ~ ~ } ~ f y~ it to function properly (u m
~ ~ 0 Once the retaining wall has been constructed to an elevation of 926 00 and backfilled ~ ~ ~ ~ to 924.00, the pipes connecting PI-23 to PI-21 have been installed and the temporary pipe ~ .
_ , . _ "w - _ . ~ ~ ` connecting PI-23 to Basin 2 has been removed, the contractor shall move to sheet
- ~ ~ ~ n. r 0005.31. m
~ ~ _ ~ ° _ _ , ~ " 900 f f ~ ty W
~ I ~ V
f - ~ ~ _ - yy - 20 , - VI> ~ ! ~ ~ t ~ 1 _ f n
TEMPORARY _ , l - ~ ~ I , ~ ~ , i ~ - _ e, o 0 d
~ SLOPE„~~?RAIN ~ ~ ~ X - w 1 26 ~ / ~ r' ~ _ _ ~ ~ ~'~'~CDIl~I~VA'1['lBII~ ~g .I[..~J'II~~4"~I~ m
/ ~ , ~ ~ ~ ~ _ ~ _ TEMPORAR , ,RISER BARN 0 t- . / ' I ~ a~
~s' orinET PIPE RISER BARN ~ . _ . ~ - - 1 w SLOPE DR iN - _ ~ ~~''1'~T~}-~ >N °w
~ ~ ~ ~ 30" OU11.ET PIPE ~ ~ ' 54" R15ER 8ARR0. ~ 926:0 _ - . ~ . _ _ . - , "RISER BARREL; k r _.a.~ _ , q 7 , . o .m 3 , _ _ ~ lU CQe~N
_ Y _ . ; ~ ~ ~ . A CJ UUNNmI ~ i ~ -x-x- T Sit Fence ~ z ~ob~
~ ~ ~ - E , _ ~ ~ ~ ~ ~ ~ _ ~ ~ 008• o ~~,m a•
. , ~ ; ~ ~ 000 ~ ' - - , ~ ~ , ~ _ d Comm
- - `1 , ~ , f ti _ _ f ; , _ _ _ , _ t ~ / ~I " ..r F ~ (1BI111~ (~IIIItB U' $a°~°-~° f ~ ~ ~ ~ : o. ~ ? Hardwae ~Oth Cra~d ' ® ~ a
~ , , ~ ; , r~; ~ , _ y
_ - ` ` ~ , ~ , i„ , - ~ ~ 1 _ g~, ~ , ~ , ~ ~ ~ ~ ? Protection oos. ~4 ° ~ ~ _ ° ~
y ~ ~ 906:2 Y . ~ . ' - - , . z' ~ , , , 1 , ~ ~ ~ _ - ~ ~ / , ~1 ~ ~ /d ~ Tenporay Rack Check Dan e ,
y ~ w '1 ~ ~ ~ ~ . d~` • ;
'ak r ~ i` ~ - _ . r _ _ ~ - ~ " , f , - Devotee Sedment Boein Drainage Area a
, ~ s 12 - ~ ~ " , . r~~ ~ ~ t, EMBANK~IE':~IT ~ r., , ~ ~ ~ ~ ~ iempaary Sit Ditch 7 ~ ~ ~ ~
ME
ODS.~O ~IATiING ; a ~ ~ ~ - ~ ~ w i ~ ~ ~ ~ 7 ~ x~°o
TEMPORARY ~ c ,4 ~ ~ ' , ~ . _ ~ ~,LpPE DRAIN.
..w ~ r p ; . I z ~ _ - - ~Q' ~
' :,mw = ~ , ~ ~ 12 ~EMB ENT ~ ~ a, J 9 ~ _ ~ J L~ I- t -a(-~ Double Row Nigh-Hazard Sit Fence 5 ~ o N
~ - ~ ~ (i ~ ~ ~t
w„ . _ ~~,,,r" - {
~ - - Opp_. ~ r
- ~ - ' ~ ' - , T - t
/ ~ 1 ~ - _ / _ , X ~ / _ , _ t - ~
~ r < / _ ~ _ ~ ~ ~ - _ ~ - - ~ _ ~ Y
- r'~ ' ~ - ' . STORM STR.
_ _ ~ ~ ~ X ~ ~ - : " ~ PI-23
_ ~ ~ . _ - I, , _ ~
f . , 1 - ~ - _
r
I T ~ ~ , f ~ t
y , f~ i~ CONCRETE
. ~ ~ ,m ' ~ ~ ~ SAW CUT GROUT
_ _ _ 4 V ~ J " PIPE
.a• t .f;
TOP OF WALL DRAINAGE AGGREGATE 12 MIN. BEHIND WALL ELEV.~926.00 t _
~ ~ ~ U F~
~ ~ ~Z Q U~~
= c3o
~
IN PLACE PIPE GROUTING z yN4
FOR STR.# PI-23 d yaw
NOT TO SCALE Q ~ O
Yam
48" RCP Q I- W a~~
Z n > W ® W ~~a
~ d Boa
NOTE: BLOCK < Z o~~ Z t- tt ® Marc
3 SEE ARMOR ENGINEERING AND DESIGN cEOGRi6 ® Xarc
~ GONSTRUC11ON DRAWINGS FDR DETAILS UNITS _ m_ J ~ ~a
~ AND SPECIFICATIONS ` EXISTING POND ~ 3 TOP EACE OE BRASS DISK ~n =w > rY O
07 ~ 0 ELEVATION: 962.15 (N.A.V.D. 88) I- v1 ~ °a®o
N ~ ~ a N 860256.29 c~ ~ NNz
o ~ E 1693433.87 0 W ~ ~Q~ W Q ~~a
~ W w~
o I I ' - I ~ ° r FOUNDATION o ~ ~ GRAPHIC SCALE s~ ~ ~ "~z e~nawl~l°iuuiru tY ~~a Ili/~j~~i O D_ ~ rc
3 ' ' EXISTING GRADE DRAIN ~ ^ • 60 0 30 60 120 240 C A R Q~ ~ ~ ~ p
~ ~ ~.-~r-,~-.. ~ I I I I I ( ~ ~ ."'GS~C`i"•. i n~ r~n vas
`v N 71 ® U V W M12-GALL UENN A C:§~
C) E O a EAL vr.~ ~
U p - 9 N Z SHEEP NO. Call Before You Dig 1-800-632-4949 IN FEET V 3687
3 1 inch = 60 ft. `
° N 9g 99 LEVELING PAD
I 0005.30
~ U Y NOT TO SCALE Itfiiil 14111
m LATEST PRINT November 93, 2888 SUPERCEOES ALL PREVIOUS ~1 0 C005-29.dwg

r , i * - ~ This drawin1 has been repared solely for ~ f ~ ! ~ the use of tedEx and t~iere are no
! ~ a' ~ ~ ! ~ ~ reppresentations of any kind made by
f t ~ ;r, ~ Giffels of North Carolina PGfl~l Group to ~ - / 4 any party with whom Git'fels o Norfh $ ~ . Carolina, PC/IBI Group has not entered into Z
f + 3 [ e Y j ~ ~ 1` ~ a ~ ~ ~ _ FI { ~ " t a contract.
f j? ' d ` f This drawing shall not be used for construction
- w~ , s purposes un-til the seal and signature of the respons~ble registrant appears on the drawing,
, l ~ ~ ~ ~ , ~ ~ ~ , { ~ . ~ ~ ~ and proper ermit forms and related fees are ' ' t ~ transmitted by the Owner, Owner's Agent ar o
- _ , - - , s~ ~ - - ~ Contractor to the Authority Having Jurisdiction,
- ~ f, e _ r - ~ -
~
~ ~ m
;
- ~ ~ ~ / ~ ~ ~
~ ~ t NOTE: MATTING TO BE APPLIED EVERY
~ ~ ~ ~ (10) TEN FEET OF FILL. 4
~
- - ~ f' 1 j 4 _ ~ F ~ , ~ -
g ~ f ~ - NOTE: DIVERSION BERM TO BE INSTALLED
_ - ~ _ DAILY AT TOP OF SLOPE.
~ ~
~ ~ - ~ - ~ y , ~ - ~ ,
~ - . ~ { ' ~ CONSTRUCTION SEQUENCE FOR RETAINING WALL 1 0
~ r \ ~ A ~ ~ ~
~ _ ~ ~~y _ °^y ~ 1. The contractor can continue with the construction of the retaining wall. The
w _ ~ ~ ~ construction drawings from Armor Engineering and Design shall be used for all details and ~ ~
~ ~ i,, ~ ~ - ~ specifications for the retaining walls. o 0 ` ~ ~ t 2. The contractor shall construct the wall to an elevation of 930.60. ~ o
/ ~ , ~ ~ ~ 3. The contractor shall bockfil! the wall to on elevation of 928.00. All gravel bockfill and
E ~ ~ I I~ geogrid shall be installed per Armor Engineering and Design construction drawings.
~ ~ ~ ~ 4. The bockfill behind the center and eastern portion of the retaining wall shall continue o o ~ ~
f s a ~ to slope away from the wall towards the fil! slope. The Swale will remain graded at 1.0% to c° ° a a
_ - ~ = } -SLOPE DRAIN ` ~ ~ f carry the water around the wall and into Basin 7. The swale will rase in elevation as the
~ - - ~ ~ fill is placed. ~ 1~ i ~ 5. Extra pipe sections might have to be added to the temporary slope drain in order for ~ }
0 , ~ ~ ; b - it to function properly. o m
~ ' , - .Opp' ma''`r` ~ p _ , i _ y ~ ~ ~ ~ 6. The bockfil behind the western portion of the retaining wall shop continue to slope z m w
~ " OO , _ , - w 3 P - " } ~ , ~ ~ ~ ~ away from the wall towards the fill slope. A Swale will remain graded at 1.0% to carry the a ~ Q ° o o
- . ~ _ _ _ d ; ~ i Opt' . _ - i 000 I ' 't i i water around the wall and into Basin 2.
- ~ ~ 7, Extra pipe sections might have to be added to the temporary slope drain in order for ao~
Y3 ~ p ~ - ~ !y it to function properly. $ o~ ~ ~ ~ ~ 8. Once the retaining wall has been constructed to an elevation of 930.00 and backfilled
, ~ ~ ~ ~ ~ to 928.00, and the swales have been raised, the contractor shop move to sheet 0005.32. v®~Q° P
` ~ ~ ' ~ , ~ t ~ ~m~ bro u~~ r - ~ miU
- ~ { _ ,0 ~ o ~ ~ ~ ~ ~ I ~ 0 1010 C f ud+°00 N
,,f € ~ ~ l: ~ ~ ~ Orn jd _ ~ ~
~ gg Si m®o~x p
~ ; , ~ = _ - . , E~ ~ „e ~ ~ ,f E e s^ # ~
d - i
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a. . ~ ' pp ~ ,r ' ~ ~ ~ ~ 1
- - ~ _ _ ~ ~ - - ~ ~ ~ - - I P ~ f ~ ~ ~ ~ ~ ~ ~ " ~ ~
- - ~ - _ r ~ ~ - - ~ ~ - f ~ ~ l 1 i v
9 D i~V°< f.`, , - - - g p _ , _ - ~ ~ ~ ~ 1 f a ~ ~ ' ~
3 l , aj O N ~ ~ ~ ~ /r~ C7 Nt

RISE4i BARN ~ - - ~ ~ ° ~ ~ - " . ~ - . ! 9 ;RISER BARN X10 . ~ ~ , f ' I ~ m - ~ 1EMPO~A~Y; ~ ~ ~ ' 1: - - . 36' OUi1ET PIPE ~ ~ ~ s ~ t
~ , , , ' ' SLOPE ;D AIN - _ _ _ _ , . _ _ ~ . , ~ . 30" WHET PIPE r ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~ ~ , f ) ro ~
54'-RISER BARREL ~p RREL ~ , ~ ` 9 ~ , ~ , - ~ ~ ~ . ~'.~11~~~1.V~ YA'Il:TI~]l$. IP~DILIL j / ~ ~ ~ ~ i J~~ V ,~i. V Jig .t~ili Y ~ [ ~ N M
{ ' - '~5, ~y ~ ?+11'~ I ,le,`'+Jt app . E ~ ~ I ~ - ~ , ' ~ , t f
- - , ~ F f~, ~ ~ 1 ~ ~ IhIF1IA~1~ ZY ~ °t~~ z ~o~~
. , - f u°amm ~r ~ ~ d t ~ _ ~ e
~ ~ ' _ _ - (7 ~CF4 J'`~ . ~ ~ ; _ y , ~ -x ®x - Tampa Sit Fence 2
~ ~ , ~.w _ ~ t 1 _ 1~ ~f 008.0 H o
- , ~ , TW ~ ~ ~ , " \ ~ , y ~ ~ ~ ~ f , ` ~ ~ ~ Denuded lhtits ~ ~
~ ~ ' -v t , ~ ~ ~ _ ~ - _ / ~ ~ f Hardware path ~ GraMSI to
~ , ~ ~ 3 ' ~ Inlet Protection 008.
, y, 4 ~ ~ ~ ;a 4 ~ ~ ~ ly' o J
- ~ a 2 - i , 1 EMBANK T ~ , ~ _ ~ ' " - ~ ~ ~ " ~ - " Tempaary Rock prodr Dam 6 Q r
` a k, ~ , , 008A ~IATfiING ~ - ` ~ ' ~ ~ ~ ~ _ _ ~ ~ f ~ Denotes Ser~nent Bash Drohage Area ~ W
~ t } O
TEi~P(N~ARY ~ . ~ , ~ r . ~ / ~ F x ~ _ - - - ~ Tempaary Sit DRch 7 ~ ~ w ~ o
.,G,.OPE DRAIN 4 , ~ ~ / ~ , ' _ C9 J d. , W z ~ 3 - - - - - - _ ~ ~ QDB.D I- ~ tm i~ ~
EIwrBA ENT ~ _ ~ ~ , . h . ~ ~ e~~ _ ~ , - ! ~ 4 ~ J
~ , ~ - _ ~ l-: - ate' Raffles ~ ' - ~ ~?-F~
~ , ~Q - ~ 1 ~ 008,0
~ ~ ~ e a , , , - 1 - , . , . - ~ • - ~ 4y_ / ~ i - Oouble Rar H'~-Hazard Sit Fence 5 ~
~ ~ , _ _ , ' , _ ~ ~ I x--~( DOB.
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~ ~ d~..,,, .....,54 - ~ , ~ ~ _ , _ ~
,w rr , ~a y ~ , - ~ ~ ~
8' - a ~
TOP OF WALL DRAINAGE AGGREGATE
ELEV.-930.00 12" MIN. BEHIND WALL
G
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NOTE: BLOCK ^ L Z °z~ ® ® ~ ~OWO mil
3 SEE ARMOR ENGINEERING AND DESIGN GEOGRIo ® Xaa
E CONSTRUCTION DRAWINGS FOR DETAILS UNITS a AND SPECIFICATIONS ~ C+;~ ~ m ~ v=~ m J "8
m EXISTING POND o ~ ~ 1 TOP FACE OF BRASS DISK ~ ~ ~
m 0 ~ ~ EEEVAl10N: 962.15' (N.A.V.D. 88) ~ o~z
N ~ a4 a ~ N 860256.29 ~ Z ~
O M N I ~ ~ E 1693433.87 ~ W ~ ®o~ W d
i Ca~~ Call Before You Dig 1.80®-632-4949 ~ Ll.~ w
o iii - i f ° FOUNDATION ~ N 0 GRAPHIC SCALE s~ ~ 3 "~z
3 DRAIN EXISTING GRADE 60 0 30 60 120 240 0~\ ~ ~ A R / J~~ii U ® p ~ o
m i ~
N d ~ C) 2.~
O E O N a SEAL v
w z ~ 1 1!! i i i i rc-~ ( IN FEET) = SHEET NO. 33687 j
~ ~ I~ I I I I I I I I' v 1 inch = 60 ft. =
N
SF=ON 99 99 LEVELING PAD 0 C005-31
O U 32 NOT TO SCALE m
m LATEST PRINT November 13, 2808 SUPERCEDES ALL PREVIOUS 0VFC005-29.dwg

o ~ , ~ ~ ~ a t ~,r - I{ ~ This drawing.. has been prepared solely for ~ the use of ~FedEx and there are no
~ z l ~ s ~ t i ' ~ representations of any kind made by . ~ ~ ~ Giffels of North Carolina PC/181 Group to
, ~ ~ f a p f ~ ~ i - d ~ ~ any party with whom Gi~fels of North I ~ ~ Carolina, PC/IBI Group has not entered into °
~ 3 g d Y e z - - ~ d ~ < ! F ~ , ~ ~ a contract.
_ { 1 1 ti W o This drawing. shall not be used for construction
I ~ a , ~ t purposes un"til the seal and signature of the ' ~ ) responsible registrant appears on the drawing,
I _ ~ ~ ~ ~ ~ z . - ~ - and proper permit forms and related fees are ~ ~ transmitted by the Owner, Owner's A ent, or o
~ , w ~ r _ - ~ ~ t Contractor to the Authority Having Ju~isdlction.
z ~ , , - - _ ~ - j
. +a, , r~ ~ ~ cr ~ ! t ~ m
} ~ a ' -
A~ ~ p ' 4 £ ~
x - f
~ f ~u ~ ~ 3 ~ r t ~ 1 ~ - NOTE: MATTING TO BE APPLIED EVERY
s ~ ~ ~ r fi ti 4s. ~ ~ r i ~ _ ~ ~ r V = i ~ ~ ~ ' , ~ (10) TEN FEET OF FILL.
ti a - . ~ ' ' b ~ [ , 4 f
~ f ~ ~ ~ 4 9 - ~ ,
I,
- ~ ~ 1 ~ r, = - ~ u ~ _ y ~ ~ NOTE: DIVERSION BERM TO BE INSTALLED ~ ~
~ , F • I / ~ ~ ~ - ~ ~ ~ ~ ~ F ~ ~ ~ I ~ DAILY AT TOP OF SLOPE. 4 • . .._A ~ w
' 0 ~s _ ~ ~ . ~ ~ ,
- T , e_ ~ ~ r~ 1 - ! ~ ~ ~
. ~ ~ - - ~ ~t CONSTRUC110N SEQUENCE FOR RETAINING WALL 1 0
~ ~ ~ ~ ~ ~ ~
~ , - ' ~ ~ ~ ~ ~ 1. The contractor can continue with the construction of the retaining wall. The ~
~ ~ ~ ~ ~ - ~ - ~ ~ ~ ~ ~ construction drawings from Armor Engineering and Design shall be used for all details and ~
% ~ ~ t i specifications for the retaining walls. 0 0 ~ ~ ~ ~ 2. The contractor shall finished the construction the retaining wail to the designed ~
e' ~ ~ ~ ~ . ~ r % 1 ~ @ ~ ~ elevations.
~ , ~ ~ i 3. The contractor shall backfill the remaining portion of the wall rough grade. All gravel ~ ~ ~
; , ;t , ~ , ~ ~ _ ~ ~ ~ _ ~ backfill and geogrid shall be installed per Armor Engineering and Design construction o o ~ ~
- ' / ~ . ~ f ~ drawings. The swales shall be removed. Once the grading has been completed, permanently `0 0 0 ~
~ ~ ~ 3 6 p ~ ~ seed and place embankment matting over the entire fill slopes.
A ~ f ~ . ~ ' ~ ~ ~ ~ ~ ~ r1 ~ 4. Remove temporary slope drains. ~ ~ t { ~ 5, Once the retaining wall has been constructed, backfilled placed and seeding and
- ° c: v / ~ ~ emmonkment matting have been place, the contractor shall move to Phase VI of the SWPPP o m
/ ~ ~ ~ ~i g - _ ~ t ~ ~ I ~ s 3 - ~ _ ~ - Z Y s t ~ as detailed on sheets 0005.32 - 0005.36. z m o r ~ laj ~ U
t W
23 _ ~ _ '~R] pp 3 ~ . B tit O o U - ~ ) - v
, / ! ~ ? 0 ~ ~ ~ ~ - < Q~w E - _ I ~ 99N
f 008A ...MATTING - . ~ / ~ ~ ;1 ; . 1 ~ °mn
~ ~ ' ~ ~ - ~ ~ ~ ~ .F ~ ~ - ~ 1 t , d O N40 ~p~VIN ~
_ , r ~ t~ - ~ ~ 4 ~z~o z
~ = ~ , 1 °azoo
~ z, ~ E 4 ~ _ - ~ , w oar
. ~ ~ ~ ~F I ~ ; { ~a ~ ' ~ l ? ~ : w v
~ # . , ; I! ~ EMBANKMENT 12 ~ / . ~ ca
~ ~ I MATTI G a- ~ , ~ - = ~ ~ oos.o y ~ ~
~ ~ ~ ~ ~ m
s2~ _ , ; ~ ~ , ~ ~ ~ ~ ~ f ~ ~ 1 - i i
9 - w~ - - 1 ~ ~ ~ ' t 1
- } . _ 5 ~ d ~ ' ~ ~ ~ ~ ~ d~ 9
r ~ ,r~ - ~ ~ -,f °
- ~ ' ~ ~ _ , - I ~ r rf " a ~ m^' ~ ~.r ~ c9 Nd
-RISER BASIN 2 . - - - - - _ ~ _ _ _ - - ~ _ ~ P , RI BARN ~t ~ . _ - I , J ~ ~ ~ ~ ~ ' 36° OUTLET PIPE . - ' ~ - _ , _ _ y
~ ~ ~ ~ , ~ , , ~ liET PoPE . ~ - ~ _ , , , ~ - - ~ I~ 54" RISER BARREL SER BARREL ~ ~ r' I ~ t
v , I ~J: - ~ ~ ~
_ ~ . _ ~ - ~ ~ ~ ~ ~ If ~ \q ~ ~ ~I~~ V Ji./Ji./Ve,Y ~ CGe~N
,A ~ ~ _ , o ~ I , ~ ~ ~ , ~ ~T~ o ~tvrn
/ n+~ , _ _ _ - - , _ y I ~ r _ , ~ , - 1 l ®x-x- T Sgt Fence 2 o e=~~
~w ~ ~ ~ - - ~ m u° moi m ~ ~ ~ ! i® Denuded Umits ~ ~ O t 9
r ~ ~ - - ~ U-' ~rcr~
- , `r ~ s . 966.E ~ ,tl - _ ~ ~ ~ J , 1 ~ I ~ Hardware Cloth d: (~aYd ~ o
_ ~ ~ ~ ~ ~ 1, ? N~kt Protectlon 008,0 a
f , W ~ ~ f ~ _ i , , ~ ~ ~ ~ ~ ~ Temparay Rock Check Dam 6 ~
_ _
' ~ 1,,, ,r ~ - ~ ~ ~ 008. ° J ~
- r,' , ~ - - - _ . _ . - ~ ~ Denotes Sediment 9a~n Drainage Area
~ > 1 m ~ 1 LL 4z , ~ , Temporary Sgt Ditch 7 Q ~ >
1 - , ~ - 1 ~ - ~ ~ cn o a o - - / 008.0 ~ u}i a ~ ~ ~ :c
~ ~ X~~
- r - - ~1 l ~ _ = ~ _ ~ , ~~,,,.„~.,~,~.r`'" ~ Baffles to w z ~ o rn ~ . - ~ -E~-'-E~- _ - ~ 4- J F- ~
- , - ~ ~a~n~ ~ _ _ ~ ~ ~ ~ J
~ 1 - r ` - - _ _ . _ . , - ~ °4,- _ , / } X X- Double ltow High-Hazard SNi feriae 5 ~ ~ o o
- - e ~ - l < _ - . ~ ~ ~ ~--X- 008A r ~ ~r
- _ - l - . _ . r - ~ ~ ~
- - - . ~ I ~ . ~ - - _
' , - _ • ,
i , ; ! , ~ ~ ~ - - -
- / ~ I - r, , w, t _ ~ , w ~ ~ ~ ~ , ~
- - e , ~ ~ ! , , , ~ ~
_ . . - . ~
- _~F a --A, x

i ~ ~ `y ~ ~ ~
. - - - - - _e..,. ~ . ~ - / ~ ~ .
_ € TOP OF WALL ELEV. DRAINAGE AGGREGATE
SEE GRADING PLAN 12" MIN. BEHIND WALL
U N
U ~ Q UZg
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ry I~oo {A. N~N
BLOCK , . ; Q ~ Z Q~zg ~ Z :o
UNITS ~ w z
48" RCP Q~ n w ~ > Iwo
~p W ~ W -o~® (1 ~ ~4
4• M~ 4/ ~ ^ ]DO L
NOTE: Z 61 O ® ~ parr 0
SEE ARMOR ENGINEERING AND DESIGN ° 3 GEOGRID ~ ~ ~ ~ ® wW~
~ CONSTRUCTION DRAWINGS FOR DETAILS ~ M ~ °~W f.~ W J ~`"o
a ~ AND SPECIFICATIONS - ~ _ TOP FACE OF BRASS DISK ~ ~ ©~w
a EXISTING POND N ; ~ ~ ELEVATION: 962.15 (N,A.V,D. 88) F- ooh
E ri ~ a N 860256.29 ~ Z ~
N ~ r ~ ~ 07 d / i ~ O o ~ ~ E 1693433.87 ~ ~ Q
N N ~ ~lC C~ ~ C~C~~~~~ ~ W ~
m ~ I~ I I I ~ ~ Call Before Call Before You Dig 1-800-632-4949 GRAPHIC SCALE sue` ~,,,,~«III~IA~i~~,,,,,,~ Y ~ o U p aa~
Q ~4 o , , ;~,~r,` FOUNDATION 60 0 30 60 120 240 \\\0~ ~.,,.........R ~~/i~~ G~ r ~ I-' ~ ~j
~ nRnIN r-EXISTING GRADE
ai N 0 a / SEAL _ SHEET NO.
m I I I - ( IN FEET) _ 03368 _
U a 'm z Ir' l I ! I - 1 inch = 60 ft.
® 3 ui
o N 99 A! LEVELING PAD 'i 0005,32
o 'rur i ~n u
U NOT TO SCALE Y LATEST PRINT November 13, 2005 SUPERCEDES ALL PREVIOUS ` t $ 0005-29.dwq
m

CONSTRUCTION SEQUENCE This drawin has been prepared solely for the use of 1~edEx and there are no
reppresentations of any kind made by Giffels of North Carolina PC/IBI Group to
7, Contact the contractor for the Old Greensboro Road realignment. Set up a meeting any party with whom Gii'fels of Norfh Carolina, PC/IBI Group has not entered into o
with the contractor and NC DENR inspector to discuss the final grading of the east entrance a contract.
and the removal of the existing sediment bosins. 2. Once east entrance is constructed and the authorization of the on-site NC DENR . _ . This drawin shall not be used for construction z q
inspector, Bosins 1, 2, 4, 5, 7, 8, and 9 can be removed, Remove all silt that has purposes un-til the seal and signature of the 1 responsible registrant appears on the drawing,
accumulated at the bottom of the basins. Remove baffles, skimmer, temporary slope drains, and proper ppermat forms and related fees are transmitted by the Owner, Owner's Agent or o
and all spillway rip rap. Breach tha dams so water can drain out of the basins. Basins #2, Contractor to the Authority Having Jurisdiction.
7 & 11 must be filled in and returned to existing grade, Permanently seed the remainder
of the basin.
3. Convert Basin 6 to Wet Pond 1 in accordance with the details on shee# C008.06. - ` Remove all silt that has accumulated at the bottom of the basin. Construct the proposed ~ ` 1' m
. forebay. Convert the outlet structure to the wet pond configuration. Plant wetland
. ' TEMPORARY plantings. ~'E
C~STRUC11ON _ 4. Convert Basin 1 to Wet Pond 2 in accordance with the deto1s on sheet vOtJ8.08. ~
R !I i) ""-...ENTRANCE _ emove a s t that has accumulated at the bottom of the basin. Construct the proposed . ' TEM A Y i
forebay. Convert the outlet structure to the wet pond configuration. Plant wetland - CONSTRUCTION - i~
- _ - ~,i lantin s. ~ - P 9 _ ~ a , - - . - - LIMITS 5. Construct the level spreaders ~n occordance with details on sheets 0008.07 & 0008.09, ~ ~ 1
4 , r 6. Estimated time from ground breaking to final site stabilization - 12 months. ~ .----r~-' . ~-~...~,~o _ , I i, rW
- ~ ~ ; r
- - ~
~„'_"i, v - m_
TEMPORARY CONSTRUC11ON ' ~ t - f ~
- - ~ = t ; LIMITS . , , ~y z 0
_ ~ t: _ _ a U
a , 4, - - _ C`
~ V - ~ f. ' ~ ~ ~ N ~ Z Z
_ ~ ~ g.~ _ _ . s:" 4..~...~%-_ - OQ
_ K ~rt _,.a- . , _ - . 1 ~ a
',i r ~ ~ - ~ ~ , " ~ , ~ -DENOTES 30' ZONE 1 RANDLEMAN BUFFER
- a. ~ ~ ~ ~ a, ~ j~,~ ~ o ~ ~ ~
~ ~ I~, _ - x~.:. ~ : - ~ -DENOTES 20' ZONE 2 RANDLEMAN BUFFER ~ p ~ Q
- ~ _ _ - ~ ~ _ s _ _ - r j ~
` - r I i ~ r ~ , - ~f' o -
_ ~ a, i4fl ~ .-a ~\~i Q c> .a li F L - ~ ~ } ~ ~ r ~ m'
i ~ . ~ ~ .j . - - .~c ' _ ~ d ~ ~=;i~ - i y } ~ ~ ~ ^ _r - 1 OWNER: ~ ~ ~ ~ ~ ~ W
, r ~ ( 'ti ~ - ~ - _ :~:.F ~ ~ U ~ j ~ fl ~ , ~ , d ~ J w 3 U ~ ~ ~ ~ ~ ~ FED EX GROUND PACKAGE SYSTEMS, INC. ~ a o o
' i - - ~ ! _ . ' 4 ATTN: DAN ENRHART GRAPHIC SCALE
: ~ MM nh i - , r,+- ~ : . i ~P •yF - ~ ~ 1000 FEDEX DRIVE ` ~.--~1`~ LOON TOWNSHIP, PA 15108 Aso o ~5 rao aoo soo p~~
~ R . i ~ ~ t -
_ Y~ ~ 1 °~C4NSTR~I~ - ' g - - , , ~ - ~ ~ , : - , °~C4NSTR~I~N" ~ y [phone] ~'~®n ~ UmNQOi pi
a , „ _ - - - _ ~ - ~ ~ ~ ~ - o _ ~ ~ ~~V hR 0
q ~ _ ~ , l , x - ' ~ 1 ~ ON SITE CONSTRUC110N ~1ANAGER: (tN FEET } ooZa~ 9 1 1 SHIEL SEXTON COMPANY, INC. `t'~°
t ~r - _ ~ / - 0 - _ _ _ ~ ~ ~ s 3 ~ . ,..r ys lam.. 5 ¢ ¢ ~ 1 inch = 15Q ft,. Nd~~° r~ - ' ~ 1 ATTN: TONY SULIVAN ror
_ - ~ ~ ~ fir' _,e ; ' , _ - _ ~ _ , _ , ~ ~ d I ~-WUl-V. ~ i~ ~ = 902 N, CAPITOL AVE. ~
_ Q F ~ _ 0 "A ~ ` ~ INDIANAPOLIS, IN 46204 ~ 0
z - - y - ~ ~ ~ y ; u A ~~M ARY ~ [phone]
f . ~ _ , f _ - ~ ~ , - t - • SILT Gk ~ m ~
, r ~ , a.. , \ ,4 '4 , ~ F +q~l - ~ i
- ~ ~ , , , } <<
~ ~ a ~ - . -
- _ _ - ~ _ - t _ V ~ ~ U NOTICE:
~ ~ _ l "t - ,
, - - - , ~ ~ , _ - ~ _ ~ ~ ~ . ~ FILL SLOPES SHALL BE BENCHED IN m ON a
f . ~ - ~ - - , . ~ ` I ~a, ~ ACCORDANCE WITH NCDOT STANDARDS a e~
- - _ - - ~ ~ SPECIFICATIONS. ~ ~ o,
~ ~ _ _ - _ - ~ ~ , , ~ I : ~ ~i ~ 6 ~ OP~W U ~yVIVM
r _ ~ - ~ . - _ ~ _ TEMPORARY ~ ~ I 1 ~ oL9N
~ _ _ CONSTRUCTION ~ - .f ! ~ ~ ~ ~ Ji/liL/i V ~1/ Z ~ o W ~
~ - - lJMITS y ~ . , ~ : _ t ,1 ~ +,9E ` p VOMW 1,`, ' ~ TCP FACE OF BRASS DISK p~p° 1
~ , t - ~ ~ , ~ ~d ( ~ fA 46'P4 /
' j . ~ I , , , , ~ , , ELEVATION: 962.15' ~N.A.V.D. 88) ~ ' N 860256.29 ~--+o
n _ _ , - , ~ a - ~ 1 ` ~ ~ . " E 1693433.87 ~ ~
r E- - ~ , E
'H RE - . , ~ ~ Q a
CLOTH ~ GR~ ~ _ - , s , , ~ _ r , - - -
~ R w .IN ~ - ' , l r . ~ ~ LET PROTECTI, - ~ - ,I~;, ~ ~ ~ `0TH A L~
4
: .'t' - ~ ~ ~ h 9 - , . - . . i k 1 ,nv~,_ ~ it -
1 _ ~ - , , z i ~ r _ _~e Who
~ ~ - , - ~ ~ „ _ ~ - - _ i 3 ~ W . . Z N 0 ~
F ~ , ~ „ , . ~ , .f - ~ , e ~ . / - . ~~P _ ~ ,L , ~ _ , , _ ~ - _ .x _ a° .a L~. H cD J ~ N
~ ~ ~ O - ~ - ~ Mfr" ~ ti ~ ~ . ~ ~z a o~ ~,,r',' .y L~i_Z pQa
. - . s - - . l t a ~ ~ - - E iii
t - ~ , I r~' / ~ J - ~ ~ _ _ ~ _ ~ 1 ' ' _u ~ ~ ~ 1C ~ l _ F ~ ~ ~ ~ ~ . f 6 8" r «LLn ac~y. r r / i~ ~ r a v v / N
~y { ~ ~ - ^ y ~ i S ~ ~ 9 i i , ~,t ,n~ ~ . ~ ~ i O N
s _ , ~ z r r / ~ r u r
- ~ . - - . - - - 1 _ , r i $ ~ ~ Y ~ 11~ , ~ ~ wr .
~ a" ~ _ _ - \ - L - ;i ~ / ~ r 1 ~ ~1 • ~ Q
~ . \ c _ , .,r' x _T • ~
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~ ~ , - L w ` , -sy[ ~ ~ ~`.r~ ~ r' l ~ 4 1' ~ _K , ..a - - . ,
~ ~ _ - ~ ~ ~ ' - + „ . ~ iii. ; / - . _ 3 _ - _ - r < _ y r ~ , ~ f ` ~ ~ Call Before You Dig 1-800-632-4949
_ - - 1 ; ,9= ~l
- - - r. . ` , , S
- , _ t ~ i g f t i , , A
, r , J ~,'Z
t ~ ~ - ~ e ~ , , , f - ~ ;
- n _ , , t ~ ~ - ~ ~ _ ~ ,e _ _ / %7
EXIST. STORM ~i - - SILT FE ~E . ~ , ~ . ~ ,t TR R _ - . S UCTU E - ~ ~ - _ ~ . _ _ , , ,
m.; . _ - _ _ ~ cv rr ~ so
- ~ -
, r r /
~
. _ - ti _ _ - I TEMPORARY ~ , F , & ~ r, JS ~o~
~IE'ORAR ~ ; / r/~/ rr f P' r / t ,rr. r / ~ ~ t11~°w
- J :CONSTRUCTION EXIST. STORM ~ ~ CONSTRUC110N ~ ~ ' f i' " ~ Q U ~ ~ zg LIMITS r ' ~ , ~r, ~ //ir; % ~ ~ ~ 0 orris
LIMITS _ _ - - . 1 STRUCTURE _ _ - _ - , . ~ _ . ~r.~ ~ 1,.,,r rrr.rr/ r. r."' ~ ~f W z puw
6 z6 6OX CULVERT " r , k ~ ~ H W
0 , INV.-879.07 - ~.rG _ - _ _ ~ . ~ -
- _ > _ -
~ ~ Mt r ~ - it l~/ r r ~ ~ ® ® ~Q~ ^a. "d. _ r / t _
_ - C ~ ~ (yj w
a ~ i'"A 1 ' W W J ~~a
TOTAL DENUDED AREA. 105.93 Ac. ro 3 _ ~ ~ _ N ~ - ' d - ~ _
TOTAL SITE AREA: 127.31 Ac. ~ N ~
ro a EXIST. STORM ~i % ~ ~ ~
cv ° - ~.~S ~11uCTURE 'F!i% r I`Fi,~i~-.411 = 0 ~ W jv Q 7 z8' BOX CULVERT r i ~ ~
~ ~ ~ INV.-875.83 %~r ~ ~ r UT~~T~ ~ s~n~ Q~ W ~ "~o ,r
r O O ~ N ~r ~ ~ftlllal~ u
` a, L ~ ,o~`` ~ C A R "'ff,,, U ~ p ~ ~w
I`°) 1/!-\1 !\1 A \i ':k, -L t~ SSI:~. ~i i n rn U~~
m y ~ a
a E o m U o Q SEAL
~ z 3 ~ SHEET NO. p3368 AA , NL
3 a
o M
~ II7 Q~ O ~ U C005.33 NORTH P
Y ~~~E 114
LATEST PRINT November 13, 2888 SUPERCEDES ALL PREVIOUS C005-33.dwg

This drawin has been prepared solely for the use of ~edEx and there are no
reppresentations of anyy kind made by _ Giffels of North Carolina PC/IBI Group to
any party with whom Gii'fels of North Carolina, PC/IBI Group has not entered into ~
a contract. ~ 0
This drawing, shall not be used for construction N / 1
' purposes untal the seal and signature of the \J res onsa6le registrant appears on the drawing,
~ anc~ proper ppermit forms and related fees are TEMPORARY transmitted by the Owner, Owner's aqgent, ®r o
~ CONSTRUCTION Contractor to the Authority Having Juresd~ction.
_ LIMITS ¢ . _
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X X Double Row High-Hazard Sdt Fence s N 860256.29 1 inch - 60 ft. TEMPORARY HARDWARE RE ` _ ~ ?
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C005-34
LATEST PRINT November 13, 2008 SUPERCEDES ALL PREVIOUS + 0005-33.dwg

This drawing1 has been prepared solely for
_ - _ , , ' the use of,l~edEx and there are no (Y'~
y .u,,. , ~ . ~ • reppresentations of anyy kind made b - ~ ~ ~ Giffels of North Caroli ~ PC/IBI Group to
~a, ~e ,fi . _ . ~ .y r ~ - ~ / - _ any party wrfh whom G~{Eels of Norfh ' ~ - Carolina, PC/IBI Group has not entered into Z
9~~ ~ _ • y~ A 1 ~ a contract. W
a This drawing shall not be used for construction ~ I' 1
~ ~ ~ ~ _ _ ~ _ ,e purposes un-til the seal and signature of the \...J x ~ ~ responsible registrant appears on the drawing,
`r- ~ ~ ~ f. e ~ and propper ppermit forms and related fees are ~ transmetted b the Owner, Owner°s Aggent, qqr
- 1' { - ~ ~ ~ ~ ; ntractor toythe Authority Having JuYisdictwn. ° . ~ ~ ~ ~ ~ ~
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> so o so so 920 2+o Z 9 ELEVATION: 962.15' (N.A.V.D. 88) uT±uI_ 033687
PI PROPOSED DROP KV XX N 86 .9 SOUTHEAST . C005.35
XX E 16933 433433.87 IN FEET ) Po 0
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0 1 inch = 60 ft. ~ U Y LATEST PRINT November 13, 2888 SUPERCEOES ALL PREVIOUS I` 0005-33.dwg
•

~ t . 9r ~ r~ y ~ - ~ This drawin has been prepay®d solely for ~ the use of ~edEx and there are no
rl ~ - - d ~ ~ ~ ~ reppresentations of anyy kind made by Giffels of Norfh Caroli a PC/IBI Group to
_ ~ fi~ q ~ ~ any party with whom Gi{fels of North
= _ f ~ ~ ~ ~ lr ~ ~ ' ~ ~ P A Carolina, }'0181 Group has not entered into Z . , 4 ~ T a contract, ~
~ - ~ # ~ This drawing shall not be used for construction
0 - - ~ i -s 1 t ~ purposes un-til the seal and signature of the yes onsible registrant appears on the drawing,
' ~ anc~ proper ppermit forms and related fees are
F { ~ = ~ ~ ~ ' , , ~ transmitted by the Owner, Owner's Agen}}, or o ~ 1 Contractor to the Authority Having Junsdicteon. ~ ~ ~
e ~ _ ~ _ ~ Q ~
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SHEET NO. y033687
3 IN FEET
a 1 inch = 60 ft. TM
r C005-36
NORTH
0] LATEST PRINT November 13, 2005 SUPERCEDES ALL PREVI US ` 0005-33.dwq

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This drawin has been repared solely for g p
M - ~ ~ ; ' ~ ` I, ~ I the use of 1~edEx and there are no reppresentations of any kind made by
<<~.- ~ ' ` ~ Giffels of North Carolina PC/I~I Group to
, li t~ ~ : ~ ~ any party with whom Gi{feis o North ~ ; ~ ~ ~ Carolina, pC/IBI Group has not entered into Z n
~ ~ - TEMPORARY • - DO NOT FILL IN EXISTING BASIN f ~ i j I i~' ? I ~ .tm a contract. W
s ~ ~ CONSTRUCI)ON ~ WITHOUT THE COORDINA110N OF ~ p ~ ~ ! I I ~ ~i i TOP E"ACE OF BRASS DISK This drawing shall not be used for construction ~ ~
- ~ LIMITS ~ ROADWAY CONTRACTOR AND ~ ~ ~ 1 ~ ~ ~ ~ ELEVATION: 962.15' (N.A.V.D. 88) purposes until the seal and signature of the a ~ ~ respons;ble registrant appears on the drawing,
,s _ ~ NCDENR INSPECTOR. ~ ~ ~ , ; ~ ; ~ : ~ N 869256.29 and proper ppermrt forms and related fees are ' ~ ~ E 1693433.87 transmitted by fhe Owner, Owner's Agent or o
TEMPORARY . _ . Gall Before You Di 1• .a."_ ~ _ CONSTRUC110N _ ~ _ - ~ ~ _ _ { au Dig 1-800®632-4949 ~ ~ ~ i l~~ ~ I 14 Contractor to the Authority Having Jurisdiction. (E
- ENTRANCE i ~ I ~ I s~ i
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Call Before You Dig 1-800-632-4949 2. ALL coNSTRUC>7oN ACTIVITY oN This drawinq shall not be used for construction =
COMPLIANCE WITH APPLICABLE O.S.H. ~N ACTIVITY ON THIS SITE TO BE PERFORMED 1N ~ ~ C804 20.23 FLARED END SEC110N purposes un"til the seal and signature of the responsible registrant appears on the drawing, 'PLICABLE O.S.N.A. STANDARDS FOR WORKER SAFETY, ~ -.----C804 20.23 RIPRAP APRON AT PIPE OUTFACES and proper ppermit forms and related fees are
transmitted by the Owner, Owner's Agent pr ~ Contractor to the Authority Naving Jurisdiction. °
3. IT SHALL BE THE CONTRACTORS E CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL ~
UTILITY LOCATIONS BEFORE CONSTRUC EFORE CONSTRUCTION BEGINS.
4. CONTRACTORS SHALL MINIMIZE DA 1ALL MINIMIZE DAMAGE TO EXISTING TREES. m
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LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS 0007-01.dwg

This drawinq~ has been prepared solely for the use of i~edEx and there are no
r ~~~~1~ . ` t sneer o~~nt~«~ re resentations of an kind made by /AYf f/ Numher p pp y -
'H~ f~ 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM 0804 20.25 TRENCH DETAIL Giffels of North Carolina PC/I91 Group to any party with whom Gi1'fels of North
TO APPLICABLE LOCAL AND STATE STANDARDS. ® 0805 840.01 CATCH BASIN DETAIL Carolina, PC/191 Group has rot entered into ~ o ~ a contract.
U ~ I~°l`~~~, ~~u ~1~1~ / 0805 840.15 DROP INLET W ~l ~ This drawing shall not be used for construction =
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COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. A and proper permit forms and related fees are ~a! 0804 20.23 RIPRAP APRON AT PIPE OUTfALLS transmitted by the Owner, Owners Agent qr Q
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO fiELD VERIFY ALL Contractor to the Authority Having Jurisdiction.
UTILITY LOCATIONS BEFORE CONSTRUCTON BEGINS. ~r
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. ® m
FOR 04NTiN ATI U ON
SEE SHEET 0007.01 TOP FACE OF BRASS DISK
CONTINUATION NE860256,29 62.15' (N.A.V.D. 88)
SEE SHEET 0007 SHEET 0007.01 E 1693433.87
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LATEST PRINT November 12, 2006 SUPERCEDES ALL PREVIOUS 0007-01.dwg

This drawinccLL has been prepared solely for the use of~hedEx and there are no
1 ~ Beet N°mea Description reppresentations of any kind made by Giffels of North Carolina PC/I I Gr up to
C804 20.25 TRENCH DETAIL any party with whom Gi{fels of Noah r`'o
~ 1. TEMPORARY TR Q ° ~ TO APPLICABLE LO! TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM C805 840.01 CATCH BASIN DETAIL Carolina, PC/IBI Group has not entered into i ~ )APPLICABLE LOCAL AND STATE STANDARDS. ~ a contract.
C805 84D.15 DROP INLET W ~ This drawing shall not be used for construction ~
Call Before You Dig 1-800-632-4949 2. ALL CONSTRUC ALL CONSTRUCTION ACTIVITY 4N THIS SITE TO BE PERFORMED 1N ~ • C805 840.51 MANHOLE purposes until the seal and signature of the L.,,/ t C804 20.23A FLARED END SECITON responsible registrant appears on the drawing,
COMPLIANCE WITH )MPLIANCE WITH APPLICABLE O.S,H,A. STANDARDS FOR WORKER SAFETY. and proper ppermit forms and related fees are
C804 20.23 RIPRAP APRON AT PIPE DUTFALLS transmitted by the Owner, Owner's Agent ~r o Contractor to the Authority Having Jurisdic ion.
3. IT SHALL BE TI IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL
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4. CONTRACTORS I~g~C~I~~J~~~1I~.. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. ~ m
TOP FACE OF BRASS DISK
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m LATESTPRINT November12,2008 SUPERCEDES ALL PREVIOUS 0007-01.dwg

This drawin has been prepared solely for the us® of ~edEx and there are no
1 snit ~°meef o~~t~~ repPresentations of any kind made by ~ Giffels of North Carolina PC/Igl Group to
any arty with whom Git°fels of North _ ETAIL _ p
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C805 640J5 DROP INLET This drawing shall not be used for construction N r ~
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. C805 840.51 MANHOLE purposes un"til th® seal and signature of the responsible registrant appears on the drawing,
~ C604 20.23 FLARED END SECTION and proper permit forms and related fees are
FOR CONTINUATION 2, ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED 1N ..----C804 20.23 RIPRAP APRON AT PIPE OUTFACES transmitted by the Owner, Owner°s Agent or o Contractor to the Authority Having Jurisdiction.
SEE SHEET 0007.08 COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR .WORKER SAFETY.
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LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS C007-01.dwg

This drawin has been prepared solely for the use of ~edEx and there are no
feet Ambu Description reppresentations of any kind made by
Giffels of North Carolina PC/IBI Group to ' _ _ N_D_ETAIL any party with whom Gi{fels of Norfh
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TO APPLICABLE LOCAL AND STATE STANDARDS. C805 840.15 DROP INLET ~ \ This drawing shall not be used for construction N r ti
~ C805 840.51 MANHOLE purposes un"til the seal and signature of the `„J
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN ~ C804 20.23A FLARED END SECTION responsible registrant appears an the drawing, ERFORMED IN and pro er ermit forms and related fees are
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY WORKER SAFETY. ~ c..--- C804 20.23 RIPRAP APRON AT PIPE OUTFACES ~ transmit ed y the Owner, Owner's Agent or o Contractor to the Authority Having Jurisdiction.
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LATEST PRINT November 12, 2008 SUPERCEOES ALL PREVIOUS 0007-01.dwg

This drawin has bean prepared so9ely for
the use of ~BdEX and there are no
reppresentations of any kind made by ~ ~ Giffels of North Carolina PC/181 Group to
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3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL
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4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
~ Sheet N~emhla Desct~ption
C804 20.25 TRENCH DETAIL
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(11 LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS 0007-01.dwg

This drawingg has been prepared solely for
the use of,YedEx and there are no
oeta I reppresentations of an ksnd made by ~ sneer Number ~es~p~«~ Giffels of North Carolina PC/181 Group to
~ ~ C804 20.25 TRENCH DETAIL any party with whom Giffels of North ® Carolina, PC/IBI Group has not entered into
C805 840.01 CATCH BASIN DETAIL a contract. w ~
o ~ 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM o ~ ;ONFORM C805 840.15 DROP INLET This drawing shall not be used for construction r 1
TO APPLICABLE LOCAL AND STATE STANDARDS. ~ purposes un"tii the seal and signature of the ~J ~ C805 840.51 MANHOLE responsible registrant appears on the drawing,
Cali Before You Dig 1-800-632-4949 ~ C804 20.23A FLARED END SECTION and proper ppermit forms and related fees are ~ 4ED iN transmitted by the Owner, Owner's Agen , or a
2. ALL CONSTRUCTION ACTIVITY ON TNlS SITE TO BE PERFORMED iN mR SAFETY, C804 20.23 RIPRAP APRON AT PIPE OUTFALLS Contractor to the Authority Having Jurisdiction. _ ~
COMPLIANCE WITN APPLICABLE O.S.N.A. STANDARDS FOR WORKER SAFETY.
3, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL VERIFY ALL
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~ o U Y LATEST PRINT November 12, 2888 SUPERCEDES ALL PREVIOUS 0007-01.dwg
CO

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s i Number any party with whom Gi~fels o North 1 0804 20.25 TRENCH DETAIL _ _ Carolina, PC/IBI Group has not entered into ~
C~°gfi~I~IIS~II.,, ~C~D 1 0805 840.01 CATCH BASIN DETAIL a contract.
® o ° 0805 840.15 DROP INLET This drawing shall not be used for construction ~
i. TEMPORARY TRAFFIC CONTROL DURING CONSTRUC110N TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 0111 Before YOU D1 1-800-632-4949 purposes until the seal and signature of the r-=--0805 840.51 MANHOLE responsible registrant appears on th® drawing,
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COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL
UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. TOP FACE OF BRASS DISK
ELEVATION: 962.15' (N.A.V.D. 88)
~ 4, CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. N 860256.29
E 1693433.87

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m LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS C007-01.dwg

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® d ° ~ ® i 1. TEMPORARY TRAFFIC CONTROL AFFIC CONTROL DURING CONSTRUCTION TO CONFORM 0805 840.15 DROP INLET This drawinc~ shall not be used for construction
Call Before Yau Dig 1-800-632-4949 TO APPLICABLE LOCAL AND STATE' ~AL AND STATE STANDARDS. ~l ~ purposes un-til the seal and signature of the i C805 840.51 MANHOLE responsible registrant appears on the drawing,
and propper ppermit forms and related fees are ~ C804 20.23A FLARED END SECTION #ransmitted by the Owner, Owner's Agent or o
2. ALL CONSTRUCTION ACTIVITY 0~ TION ACTIVITY ON THIS SITE TO BE PERFORMED IN ~ 0804 20.23 RIPRAP APRON AT PIPE OUTFALLS Contractor to the Authority Having Jutisdiction,
COMPLIANCE WITH APPLICABLE O.S.F APPLICABLE O.S.N.A. STANDARDS FOR WORKER SAFETY. - ~
3. IT SHALL BE THE CONTRACTOR`; HE CONTRACTORS RESPONSlBIL1TY TO FIELD VERIFY ALL BEFORE CONSTRUCTION BEGINS. ~ m
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m LATEST PRINT November 12, 2008 SUPERCEOES ALL PREVIOUS 0007-01.dwg

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i _ 10336 - - -
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m LATESTPRINT Novemberl2,2008 SUPERCEDES ALL PREVIOUS 0007-Ot.dwg

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a" (~n~ ® a contract. ~~~®V" ° ~ This drawing shall not be used for construction
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--948 ~ _ G, Call Before You Dig 1-800®632-4949 responsible registrant appears on the drawing, and proper ppermit forms and related fees are
transmitted by the Owner, Owner's A ent or o Contractor to the Authority Having Jurisdiction.
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' E 1693433.87 COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY.
3, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL
UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
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~ snit N°my'~ o~~~t~~ reppresentations of anyy kind made by Giffels of Nprth t~arolin4 PC/I~I Gr~up to
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~ 0805 840.51 MANHOLE purposes untal the seal and signature of the res onsible registrant appears on the drawing,
Call Before You Dig 1-800-632-4949 2. AtL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN RMED IN ~ , 0804 2D.23A FLARED END SECTION _ an~ proper permit forms and related fees are
COMPLIANCE WITH APPLICABLE O,S.H,A, STANDARDS FOR WORKER SAFETY, 0804 2D.23 RIPRAP APRON AT PIPE OUTFACES transmitted b the Owner, Owner°s pp ent r ~ KER SAFETY. ~ Contractor toythe Authority Having Ju~isdic~ion. °
3. IT SHALL BE THE CONTRACTORS RESPONS181LITY TO FIELD VERIFY ALL VERIFY ALL
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4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES, .S.
FOR CONTINUATION
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m LATEST PRINT November 72, 2808 SUPERCEDES ALL PREVIOUS 0007-01.dwg

This drawin has been prepared solely for the use of,~edEx and there are no
reppresentatwns of anyy kind made by Giffels of Ngrfh Garolir~q PC/I~I Gaup to
any party wrfh whom i{fels o No h d
6'" CLEAR (TYP.) TO RE .AR (TYP.) TO REINFORCING FROM Carolina, PC~I61 Group has not entered into z ~ a contract, W
WIDTH VARIES HEAVY DUTY EXPANSION JOINT. REB~ 'SION JOINT. REBAR CONTINUOUS PORTLAND CEMENT CONCRETE PAVEMENT This drawing shall not be used far construction
BROOM FINISH PERPENDICULAR TO THE ASPHALT PAVEMENT THROUGH CONTRAC110N iGH CONTRAC110N AND CONSTRUCTION tMTH MINIMUM 28-DAY COMPRESSIVE purposes un"til the seal and signature of the
PATH OF TRAVEL JOINTS STRENGTH OF 4,000 PSI, MEAN 2$-DAY responsible registrant appears on the drawing, and proper permit forms and related fees are ~
N0. 4 AT 16" O.C. SURFACE COURSE 2" HOT MIX P PAVEMENT JOINT MODULUS OF RUPTURE OF 700 PSI, AND transmitted by the Owner, pwner s ppgen , qr o TYPE AS INDICATED MODULUS OF ELASTICITY OF 3,600,000 PSI Contractor to the Authority Having Juns~iction. ~
EACN WAY ASPHALT, NCDOT S 9.5C. T~ a ON JOINTING PLAN (NC60T 451).
o 2 1°~2" ° ~ a ~ ---2" CLEAR (TYP.) TO ~R (TYP.) TO ORFACE COURSE 1" HOT
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TRAFFIC ~ BINDER COURSE 1 1/2" HOT MIX
0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 o p o 0 0 0 o v o - ~ ~ O O O OJ ~O~O~O 0~00~00~0 O~O O~O~ ~ ~ ~ ~ ~ ASPHALT, NCDOT 119.OC, 92~ OF THE O o O O O
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_ - - - - _ 8" THICK CRUSHED STONE (NCDOT iii--~~ i _i i i~~ i ~-i - -I i I-III-I I i-III- ~ ~ -NO 3 # 18" O C - - ~ - REBAR TO BE SECURED ON
- - - - - TO 100 0. 3 # 18" O.C - - - - _ - T P 2 SUBGRADE COMPACTED TO ABC STONE) COMPACTED - - EACH WAY EACH WAY ' I I ' I I ~ ~ ~ APPROVED HI-CHAIRS _ _ ; ~ i 6" THICK CRUSHED STONE a
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„ COMPRESSIVE STRENGTH OF 6,000 PSI, MEAN 28-DAY MODULUS OF MAXIMUM DRY DENSITY TOP 2' SUBGRADE COM ' SUBGRADE COMPACTED TO ~ TO 100% MODIFIED PROCTOR PER ASTM D1557 TOP 2' SUBGRADE COMPACTED TO COMPACTED TO 100 ~
6 THICK CRUSHED STONE RUPTURE OF 700 PSI, AND MODULUS OF ELASTICITY OF 3,600,000 PSI. 100 OF THE STANDAR MODIFIED PROCTOR PER ASTM OF THE STANDARD PROCTOR ~
(NCDOT 304) COMPACTED TO MAXIMUM DRY DENSITY UM DRY DENSITY 100% OF THE STANDARD PROCTOR, ~ o ASTM 69$ MAXIMUM DRY DENSITY D1557 ~o
95~ MODIFIED PROCTOR PER TOP 8" SUBGRADE COMPACTED TO 90% OF THE MODIFIED ASTM D1557 PROCTOR MAXIMUM DRY DENSITY
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3 8"+ 1 X16" 3~8' + 1 X16° FOR THE SECOND STALL STRIPE
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ASPHALT ~ 40 FT. O.C. MAX. 5 OR LESS PAVEMENT lo'-o" MAX (TYP) 10'-0" MAX (Tm) z
SLOPE = SLOPE _ ~ °a a °d a CORNER OR LINE POST
DETECTABLE WARNING SURFACE 1:48 MAX. 1:12 MAX. FLUSH ~ ~ a a , ° ~ a a CHAIN LINK END POST ~ m o
2' LONG ~ ~ . ~ ° ° e a 4 Q` VARIES a . ~ d FABRIC B d ~ ~ w
' ° SEE PLANS LINE POST N ~ ~
CONCRETE a 4 e ° p ° SECTION A-A GUTTER dQ ° 4 a FOR WIDTH SIDEWALK DRIVEWAY a ~a
a ° ° d . RAMP BROOM ~,P 4d a a a , ear OUTSIDE INSIDE LINE POST
~,~2 NOTES: ^ ~ ° FINISH ~ ~ DIAGONAL ROD WITH FABRIC BAND r ~r
~P~ P~' CURB RAMPSI ARE TO BE LOCAT A H WN NTH PAN . TURNBUCKLE (TYP) (TYP) ~ ~°w a L'° NN T
ED S S O 0 E L S CONCRETE SIDEWALK 7~~ 4 THICK z 6 $~9ni~
SFF 8~ ; ~F SURFACE TEk~TURE OF THE RAMP SHALL BE TRUNCATED DOMES CONFORMING TO 28 CFR PART 36 CONCRETE x W ~ ~ q~, 6 6Wi 4x 1.4WWF SEE NOTE FENCE FABRIC z ~°r
~ '~q~ APP. A., 4.29.2 AND ANSI A 117.1, 705 DETECTABLE WARNINGS. Q s°or°mo ~ ~m~~~
si ~ 0 ~tiG ~Flf/ ~~F 4 a q~ ~TjQ 9y SURFACE COLOR OF THE RAMP SHALL CONTRAST WITH THE ADJACENT WALKWAY AND SLOPED a 4" STRETCHER BAR ~ ~ o
~ N a q~,~ AREAS AS DARK RAMP COLOR WITH LIGHT DOLOR ON THE SIDE FLARES AND WALKWAYS PER ANSI
PLAN VIEW FS A 117.1-98, SECT. 705 COLOR OF BR1CK PAVERS SHALL BE ~ 36, RED SUNSET AS o 0 0 0 0 0 0 0 0 0 ~ a
MONOLITHIC MANUFACTURED BY WNITACRE-GREEK OR APPROVED EQUAL.
A CONCRETE CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE RAMP, FREE OF SAGS AND SHORT = - - - - - . SECTION 8-B o
SIDEWALK GRADE CHANCES. - _ - - NOTE. NOTE: ~ ~ W
- - - - - - - POST BRA - - - - 6" STONE BASE POST BRACES SHALL BE PROVIDED AT EACH GATE, ~ ~ ~ CORNER, AND END POST, WHERE FENCE RUNS OF TENSION WIRE ~ ~ 2" MAX FINISH i
THE LENGTH OF THE SIDE FLARES SHALL BE DETERMINED BY THE 12:1 SLOPE AND THE HEIGHT OF - - - - CORNER, THE CURB W~fH A MINIMUM LENGTH OF 6' AND A MAXIMUM LENGTH OF 16'. SIDEWALK BEHIND = - 300 FT. C 300 FT. OR MORE TERMINATE AT THE POST. SECOND ~ ~.o GRADE
- - - ~ - THE RAMP SHALL HAVE A CROSS SLOPE OF 4$:1. - - - - i - DIAGONAL DIAGONAL ROD SHALL BE INSTALLED AS SHOWN. CORNER POST ~
HANDI AP IDEWALK P s III-III-I~~-I~~~~~-~~I III ~~I RAM FOOTING (TYP.} ~ rm
COD$.02 SCORED LINES SHALL BE SPACED AT 6° CENTERS PARALLEL TO THE RAMP ON THE SIDE SLOPES COMPACTED SUBGRADE ~ NOT TO SCALE
AND GROOMED TRANSVERSE TO THE SLOPE. CURB LINES SHALL BE SCORED PARALLEL TO THE FA F N BETE ID ~ CE 0 CU~E3 WITH NO WAVY R MARK . EWALK SCO E S 6' GRAIN LINK FENCE $ ~ oA LINE POST B 12° FOOTING (TYP.) DIA. ~ o °
NOT TO SCALE COOB.OZ 0008A2 ° NOT TD SCALE LINE POST ~ ~ o~; FENCE ELEVATION ~ TYPICAL FENCE ~ ~ ~u.~
BETWEEN CORNER, ~ ELEVATION ~ FOOTING (1YP) ~ a, Z C °tOW END & LINE POST ° ~t""
O nZm~ o
10'-0" °s 10'-0" MAX (1YP) 10'-0" MAX (T1P) ~ oo°oa C7 m¢r~
EXTENSION ARM FOR BARBED WIRE CORNER OI
END POST CORNER OR LINE POST - 6 H END POST 1'-0" LINE POST BARBED WIRE 2.875" STEEL
1575 GATE OPERATOR CATCH ASSEMBLY SEE NOTE STANDARD TRACK CHAlN LINK B (STAGGER BARBS 1YP.) GATE POST
( } FABRIC LINE POST X--~X-;
X-~XX -~-#~C X X TIES o
X-x--~- ~X---~CC~E 3C-~-aF---X - ~ o ~ ~
GATE FRAME HANGER ASSEMBLY 4" O.D. POST (TYP.) QW
CLEAR OPENING WIDTH = 17'-0" POST SPACING C/C = 7'-9" OUTSIDE INSIDE DIAGONAL ROD WITH LINE POST o ao
TURNBUCKLE (TYP) z FABRIC BAND (TYP) w z w ~ i
PARKING LOT
Q - J p N SEE NOTE ~ ~ ~ = o $ N
FENCE FABRIC - _ ~ ~r
PLAN VIEW
STRETCHER BAR 0
i N O ^~O d
( } BARB ARM TYP.
3 STRANDS BARBED WIRE (STAGGER BLACK VINYL COATED SECTION B-B Q
BARBS TYP.) HANGER ASSEMBLY CHAIN LINK FENCE (TYP) NOTE: ap . ~ I G °
POST BRACES SHALL BE PROVIDED AT EACH GATE> ~ f 1 ~ ~,,a ~ o <a 1 ; Q ~ TRUSS ROD LATCH
TOP PRIMARY MEMBER CORNER, AND END POST, WHERE FENCE RUNS OF ' 1 x 2 ALUM. TUBE (TYP.) 4° O.D. POST TYP. TENSION WIRE FINISH ° ~ 2 MAX GRADE N a q ~ ~ TURNBUCKLE
( ) 300 FT. OR MORE TERMINATE AT THE POST. SECOND x-x-x-x x x -x-x-x x x x x x- x-x-x x-x x-x-x x DIAGONAL ROD SHALL BE INSTALLED AS SHOWN. ~ N U PLUNGER
x x Xx Xx X x x x X x X x X x X x X x X xx xX x x xx x x X x x X x X x X x x x x xX CORNER POST - ROD/CATCH
FOOTING (TYP.} 16" LIP 16" LINE POST B 12" ~ ~ ~ ~ a.
> ~ ~ DIA FC DIA FOOTING (TYP.) DIA.
1 E to URITY HAIN LI K F N E N E o FENCE FENCE ELEVATION TYPICAL FENCE _ LINE POST DC~UBL~ 6~ WIDE SWIN~' GATE~7 11
i NOT TO SCALE COO$.O2 = r~ BETWEEN CORNER, ~ ELEVATION FOOTING (TYP)
o ~ BETWEE i END & END & LINE POST Not To sCALE 0008.02
r Il 15'
= II NOTES: N SEE SECTION B-B
~o
~ z 8.625" STEEL w L CURB RAMPS ARE TO 8E LOCATED AS SHOWN ON THE PLANS. ~
~ ~ GATE POST ~ w g ~ _ ~ DETECTABLE WARNING
~ BARBED WIRE d ~ SURFACE 3'x2' 2. SURFACE TEXTURE OF THE RAMP SHALL BE TRUNCATED DOMES CONFORMING TO 28 CFR PART 36, APP. A., ~~w d 4.29.2 AND ANSI A 117.1, 705 DETECTABLE WARNINGS. vNLL
~ ~ TIES I ~ ~ x -x x x x x -x Q 0 0 -o Q 3. SURFACE COLOR OF THE RAMP SHALL CONTRAST WITH THE ADJACENT WALKWAY AND SLOPED AREAS AS DARK ~
Q ~ i x x x x 'x ~~--x ~ z x- xz x xxx, ~ ~ ~°~°~°~~a RAMP COLOR WITH LIGHT COLOR ON THE SIDE FLARES AND WALKWAYS PER ANSI A 117.1-98, SECT, 705 COLOR Q ~
~ TRUSS x ~ x °u°t,~?<>r'r~no.o`'~ OF BRICK PAVERS SHALL BE #36, RED SUNSET AS MANUFACTURED BY WHITACRE-GREEK OR APPROVED EQUAL. ~ ~ ogw
o ROD w ~ ~ Q SLOPE ~'°°°°FG~"~ °n SLOPE ~ ~~a w ~ °°°""°"1~"~"r°' 4. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE RAMP, FREE OF SAGS AND SNORT GRADE I' ~ ax€
z ~ ~ 20:1 MAX. ~t,~~,~~~.n~,ar;~>;~ 20:1 MAX. Z wo ~ ) U U
W t0 N - - W a ~ ~G4~0'~ +rQ~l1~f. ~ CHANGES. W ~~o o
I ° ° 5. THE LENGTH OF THE SIDE FLARES SHALL BE DETERMINED BY THE 12:1 SLOPE AND THE HEIGHT OF THE CURB
E 2 x 5 ALUM. TUBE 2 x 2 ALUM. TUBE (TYP.} BOTTOM GUIDE p ~ ~,~~~r w ~~g~~~ 2 WITH A MINIMUM LENGTH OF 6' AND A MAXIMUM LENGTH OF 16'. SIDEWALK BEHIND THE RAMP SHALL HAVE A 0 ~ Q
~ ~ O >~o°°o°.o` o~°~~, CROSS SLOPE OF 48:1. E-- F- w~~
316" S.S. CABLE (TYP.) UNT R A = " ~ a ~ CATCH ASSEMBLY CO E B LANCE LENGTH 8 6 LATCH (n Jis0~0u6bOGg0vCi W ~ ® Lt~~O 6, SCORED LINES SHALL BE SPACED AT 6° CENTERS PARALLEL TO THE RAMP ON THE SIDE SLOPES AND GROOMED
ro E TRANSVERSE TO THE SLOPE. CURB LINES SHALL BE SCORED PARALLEL TO THE FACE OF CURB WITH NO WAVY ~ ~ ~
OVERALL GATE LENGTH = 25'-6" SCORE MARKS. ~ ~ 0 0~~
O Q _ _ O M 12:1 SLOPE 4' 12:1 SLOPE ®W =
N O " ELEVATION NOTE: ~ .d i .5% SIDE U W Q' _
r ~ H AVY A n x DOUBLE TRUSS o E DUTY C N1ILEVER SLIDE GATE WITH 1575 GATE a < , < ~ ~ WALK SLOPE 6' 5' ~ c~a~
~ OPERATOR BY TYMETAL 1-800-3 8-42$3 OR APPR V o ~ -0 ~ ROD 3~8 , SLOPE = SLOPE _ ` `~~~uutnrieimrrrt~r~~ i FLUSH sit c a LL z SLOPE 12:1 4 SLOPE 12:1 0 ~,..........R U a~~
1:12 MAX. 1.5% ~ t ~ c ;~~.~C , ~r i n f~ o ,o
k(UAL a < N~0 PLUNGER) b MIN. ( 6 MIN. SLOPE
CX5 C) E SIDE WALK- TRUSS ROD ROD/CATCH SIDE WALK 1;50 MAX SEAL
N o HEAVY DUTY CANTILEVER s SLIDE ATE
3 \ d D 3 0008.02 CONCRETE GATE HOUSE 033687 _ SHEE NO. SECTION B-B PAVEMENT SIDE WALK
NOT TO SCALE o
,2 DOUBLE 15!WIDE WIN GATE i BUILT UP HANDICAP RAMP AT GATE HOUSES 13 SECTION A-A V C008.02
0008A2 NOT TO SCALE NOT TO SCALE COO$.OZ q r E~i u~~
m
LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS C00$-01 dwg

' ~~-MANHOLE WAIL ~~-MAN;iOLE WAIL I ° ~~--MANHOLE: WAI
FOR CURrENT SDEWALI' H QtIIR MEN F`S hFLi R TO U C" H GH P„iP f DF dELOPMi NT RAW ~ COUNTERSUNK I ORDINA-NCE (ChiAPitiR fi, 9-6-16(n}). BRASS PLUG ' °s a ArJ I
c ~P4 S' SIDEWALK ~--2' F~ VArE,-~ (VAR Wi`'H) OR CRA55 1 GRASS STRIP I i ~ ~ i" a g_ -STA a 9 --STAINLESS STEEL LOSK ..----STAINLESS STEEL LOCK •
( 1S/W REQUIREMENT ~ ~ BAl IRON BODY ClEANOUT OU'fFA(1 MANHOLE VARIES'") CAST IRON CLEANOUT I LOCKABLE R%NG ~ ~ RECESSED PLUG & CAP - :Yc G'OVER, TYPE FT 4 , ,5 { ~ BAND (2 EACH) I. _ BAND (2 EACH) ~ Z °
' i 8 OOD PSI e ' i {Stc DETAIL A) I ~ ~ i ~ ~ / I ~ '13 35 4'~ rRE'NFORCED CONCRETv , 1 "a ! w t w TRENCH WIDTH
l_ - - ,SL r---,.._ c ~ ---i-_.-~---. - - f A.EMc"Ni i ~ ~ • ~ FINISFIED GRAD COUBL~ HUB + - - NON-SHt21NK--J I ,I---=~ WITH RUBBER II - GftoUT I I CONNECTION AS I, _ i GASKET (2) i ~ I N - - PIPE NON-SHRINK I = : PIPE _ - I - GROUT ' _ I
x I ~ i PER PLUMEING ! ~ I ' _ _ - ~ I - - - ~ i ~ J__._._ ~ = - :c i ,I ` - - ~ ~ w
" jjINSPECTOR ~ ~ iRB ANL `I-~ ^~I .I. D~_TAL. A I I. 2: ~ F-~1 d-.t f TO ~..P `D P I I ~2 i - = - ~ it R ti N IYDiH --'I j STAINLESS S GEL- ~ ~ _ O
I 3' MIN ( I : 'I ; { NOTE~_ ~ I ~ FINAL GRADE a ~ • COMPRESSION R1NC ' ~ ~y
f _ ALL SERVICE !.ATERALS SHALL BE CAST IRON SOIL PIPE. ~C " I RON .SO,L PIPE, ( ~ •l RISER V ~ _._;/8 C.L SUII- ~ ,P ~.dGNT Od EPOXY LINED C11C17LE IRDN SE'WtR PIPE, PC 350, MAY BE
I PIPE LEND i-'` " JUU(?i.E IRON SEWER ~ ~ REQUIRED BY THE ENGINEER W AREAS OF SHALLOW p C ~ „ 9 1 1 L" \ e d i ~ ~ i
5' ,AryE- 5 t% 4.-' SI Jr' PC v0 _POXY LINE7). ~ ~ ~ ' DEPP,iS (0-3') OR IN DEPTHS WHERE THE MAIN IS cD I•., I " a L t__ CONSTRUC'EDOF DUCTILE IRON PIPE ~ z~ I I I ~ " ° -6" STONE BASE U ) ) ?,iN 1,4 / r ?'F,._ - - ' _ _ 2 FOR RIBBON PA'JCtdENi ROADS THE SANITARY SEWER ~ ` 7 " FLOW -_fT_---~- F a -6" STONE BASE UNDER MANHOLE: ' i ---6' STONE BASE UNDER MANHOLE, i -I 8' - CLASS B t / j ! i ~ ~ -CONCRETE 8° i --t. 6` m < I u-.~.--'+-----"pT-----`---}-._... 9500 P51
~fV'sYli._iY--- ! ( SERVICE CcEANOUT SHALL BE LOCATED WITHIN THE ~ ~ ~ _ ° - - J f,RASS STRIP, 44H;CH IS LOC.4ffD 2' INSIDE OF THE ~ ! ~ _ BAP,R r P!. T REST ~ PLUC w '~.I `P'~ RIGHT-OF-WAY LINE ~ a_~ d p i II /~~4
~':~1' ON t NL S JRHEU SOIL f 3. IN LIEU DF A WYE, 7PIE SERVCE MAY RE CONNECTED i0 a> ~..--T'-r- COMBBJATION WYE- z ~ N - ~ & EIGH?'I 9ENC THE MAIN EY USINC A TAPPING MACHINE AND SADDLE x, - SEWER I~ I' - MAIN it i
APPROVED 6Y THE ENGINEERING SERVICES DEPARTMENT. p~ 'I',I j p;- f 4. L'NDEE NO CIRCUMSTANCES SHALL A BEND BE PLACED z ~ z ~ ~ MIN. f'2'.
tdAdv IN ANY SECTION Of A SFWFR SERVICE LATERAL WITHOUT ~ I r ' GR .LIP ~ 15" i PERMISSION OF THE ENGINEERNG SEFVICES DEPT. BAS6 ~ _ © -~l',a - 400D PSI NOCE>:
- 5. 'NO I1U0 BANG" CLAMPS Wll..i.. NOT Bf ALLC'WEU ON a ~ - . ~ , . RE,NFORCEU A- ALL S,ANDARD SEWER MANHOLE SEU IONS SHAi.I.. ~ I THE CTY SERVICE. INSTEAD, A DOUBLE HUB PIPE SLC170N a !
SHAlJ BC USED. ~ I ~ OONCRETE MEET THE REQUIREMENTS OP CITY STD. NQ . _i_ A 6 'HE DITCH SNAIL DE COMPAC LED IN SIX INCH (6") I i 300, ~4 DA OR J01, ~ DIA LhE ~ H 0 W'tIGH f ( LAYERS WITH A MEGHAN ~ AL TAMP. - 8 YHL LOCKABLE RING ~ COVTR SHAlI MELT YHf, A ALL PIPE' EP N07ES: ~-CLASS B CONCRETE A- ALL FIFE ENTRANCES SNAI_l. BE FACTORY FORMED C FLEXIBLk` WATERTIGHT CONNECTOR SLEEVES SHALL 2500 PSI
{N} I~rNZ (N (INL ~ ~ NS~~ I ~ t 1. SEE HE A60VE OETA!L FOR DIMENSION6 OF ~ ~ J' - ' 4- rLDW REQUIREMENTS OF CITY SID. N0. 308. AND A FLEE n 1 t I ~ ~ _-r: I ~ ~ A _ i _ _ _ USED. FOR 4 X v I [ 76 ,2 2u _ ( APPROVED COMB NATION Nf.. AND EtGHi}. B_ND. - , ~ l~Ar TOt'- THE PRECAST SUPPLIER'S AND A FLEXIBtE WATERTIGHT CONNECTOR SHALL BE MEET THE REQUIREMENTS OF ASTM G-923 USED. FOR AN E%ISTlNG PRECAST MANHOLE OR A NEW AND SHALL BE MANUFACTURED 9Y PRESS SEAL
I ~ ~T4NDARD UNIT MPY BE USED r=ROVIDED T ~ L ~ APCHOARLOT~E PIIPECMOUfRS NNCLUDE ~ ~1- i , I LINE ENTRAI . , q 6 X 4 10 112 12 ( 25 ~ ~ ~ ~ UMBER "SV-33" - ~-T ~ENCHI ~ :HAT THE RING du COVER (CLIP STD. NQ 308,) WATERTIGHT LINE ENTRANCE, ALL HOLES M1J6T BE CORED AND A GASKET CORP. (PSX ANU CAST A SEAL 803/802), WATERTIGHT PIPE CONNECTOR INSTALLED. NpC LNG. (KOR-N-SEAL), OR APPROVED EQUAL PLAN VIEW SECTION THRU
6' 6 TOR a8' DiA, B. F THE CON 1 - I (LONG TURN PATTERN ~ i ~ ; !S CAST INTO THE FIAt TOP. ' ~6 X 6 .2 ~ ~16 tP- '15 ~ 35 ( h C - OR APPROVED EQUAL I _ 8' F~ 60" DIA. MANHOLE A~ B. IF THE CONTRACTOR CUTS OR BREAKS INTO THE D- FLEXIBLE WATERTIGHT CONNECTOR SHALL HE ANTS-,SEEP CQL.LAR LLI MANHOLE AND THE MANHOLE IS DAMAGED, THE CORRECTLY Si7.E0 TO ACCOMMODATE THE PIPE O.D. - -
L_~,_.__.~..__...L_..._ , CONTRACiDI ")NG TURN '.SWEEP - ~ I COST TO TI- '.!H!N`"~. L`N WYE: & EIf,HTN BENC ~ CONTRACTOR SHALL REPLACE LHE MANHOLE AT NO ~ COST TO THE CITY. ~
I 45' 6D" INS. DIA. I 6" OF 57 WASHED STONE- !''L""~""-' - .____..-r_. _ _ CITY OF F11GfI POINT issuEC i-o~i'- r---- .
Ily~k~ 1 7 pe RCNSp,46 - CI'1'Y DF flIGH P03N'P _ SER_G_NEW.DWG CITY OF HIGH POINT E : - MIi Of '.DWG NORTH CAROLINA _ , NORTH CAROtdNA ~ STANDARD DRAWING FOR - NORTH CAROIJNA ~ e[ms exs_ SfAND.ARD DRAWING FOR - ENGINEERING SERVICES DEPARTMENT J PE~S~N6 ~ STANDARRD DRAWING FOR MN ©oor.Dwc crt'e aP HIGH POmT s~ns,a'.- ANrsFEF DWG z NORTH GAROZaxA AEN~~ares ~lA`vDARI~ DRAWI~dG ~OR O r _ ~ ~ ~ f= . r,NG PPRG ~G~>~~s HEPARTME'.VT ~ ~ NTI-SEEP PIPE COLLAR 324.00 j
ENGINEERING SERVICES ?EPARTMENT _ ENGINEERING SERVICES DEPARTMENT I SANITARY SEWER SERVICE NEW` 330.00 ~ __-a NON-VENTED OUTFACE MANHOLE 311.00 APPR°,rL° z°'. A~PF t' 5.. --1 ( / APPROVED.. ,20..,. . - LEXIBLE WATERTIGHT CONNECTOR 306.00 1' A
I FOR VCP ANO DIP SANITARY MAINS F. ~ ~-I v I r I olRfcieR ~ _ L ~ I eT t of ; ~ ~ FOR 4' vR SANITARY SEWER Mr,IvN01_W~. FOR FOR SANITARY SEWER MANHOLES - - k FOR 5ANiTARY SENDER LINES ~sHEET l of ~ SHEET 1 of 1 D,REaoR ~ ~ z z
~iRE ~ , DIRECTOR SIiCc7 ; OF 2 40 NU
FOR TJftRLN SI) WAD: RLQU RFdEN~ e R W O COUNTERSUNK FILL REIGHT CEPTH MATERIAE TYFE~DENSITY REQJ HE~~~ENT4 MOD- STD PROGTORj ~ O
~F. 2 i0 Cl rl C Hi H POMT (`EhcL_PMENT _ GRASS SIDEWALK - -2' & VAR- ORDIWANCk (CNAPI ER F, 9-0-I6(e)j. ~ TVAR- Wi~T,~ OR GRASS GRASS STRIP CAST IRON CLEANOUT BRASS PLUG I(5/W BrGUIR~MENi I AI_TFRN_A_T[ CONS SECTION- -UNDER ROADBED- UNDER NON_ ROAi)BED
I rAR1FS") --RECESSED PLUC & CAP - NG BOLTS IN TAPER ((SEE OE7AiL A) IRCN BODY CLEANOUT( OF PRECAST MH CONE- SPECIAL APPRt7VA~~QUR~FR0M tiv!'{N~.RNG FILL HEIGHT 3'-6' I ~ BEDDING 6" X57 STONE/A9C - 957 '~q5 TONEJABO - 95% I
_ Ii'-' ~ ~ ~ 7 I FINISHED GRADE ~ ~ T ~ / ~T aA M~ TT r _`r ~ - I ' SERVICES EEL. ANDS OH ~UBI,iC ~RVICE_S DE_,, HAUNCH ~tl'2 O.D. x{57 S ONE/AHC. - 957 ~q5 STONEJABG - 9S7 ~ ~ ~ INITIAL BACKFILL iPdIN 6" OVER PIPE ABC/FLOW FlLL - ?009 B"cLEGT IN01E 31 - 969, ~ N Q FINAL BACKFILL iMAR. ABG/FI OW TIL1. - 700% SELECT {NOTE 3~ - 95% i Z
- - ~ , 1 t_-V DQUBIRFUHLIB I ~ A~ -t- --~--._.._._-~.._.-~__._.-.-..-__.-(--------------i FlLL NEIGH T>6"--17 ! ~ ~
CLPB ANC GUTTER ~ WITH BBEER i o I • i i GASKET (2) i INSTALLATION Oi fp2~Mt & COVER 1'~ L=T=tai a .'-JV 3 MIN. ~ E-I~ ~ ~ 7. THREE (MINIMUM-OUT OF 4 AVAII_AbLE ~ ~l BEDDING 46" #57 SONS - 957 {?'.57 STONE - 95% HAUNCH ~iJ2 O.D. '~57 STONE 957 I,?!5 STONE 857 INITIAL BACKFILL :MAN 6° OVER FIPE CLASS IV-A (OPT. MOIST. t .3%) OR B-T.ER ~SLsECT (NOTE 3) - 907
i { FRAME HOLES} 1" DIA. ANCHOR HOLES ~ T r' n v I coNNEGT,oN As ~ I' ~E TAIL A ~ ~ oRli_LED IN TDP aF coNE As sroWN ;N ~ r' ~ 1 C ASS '.V-A-959 ClA 5 F;I-957 FINAL 9ACKFILL IVAR. SAME A~ INITIAL BACd}'ILL SELECT (NOTE .'v}-PS APPROV f ~ m
~ NOTES TO_C-I 40 PVC - n ~ I SDk r 4' W~~ WITI$ PER PLUMBING - t n'` ~ p I THE DETAIL DRAWING. ~ ~ ~ SCP 4C .,fh J,w HUB. h /5" SC'{r'~OLE 40 PVC ~ - ;NSPECIOR t. FOR ALL PVC SDR -28 SANITARY SEWER MAINS, I 6 0~ 2. 5/8 X E" GALVANIZED THREADED ROD ~ 'll` s ~i ~ Y~ IBY TNF ENGINEER Z m Q
AIF. SERVICE LATERALS AND HfT'NGS SHAT-;. EE a' ty , ~ , 1 ¢ I EPORIED INTO TOP OF GCRJE 1 coixr ~ ` ~ SCHEDULE 40 PVC. ~ FlLL HEIGHT>32'-24' I ~ w Z Y aEUDINC ifi ~;a sroNE 9s~ ,~s~ STONE-- ss7 Q ~ 3 w
~ ~ THE DUNCERLLL WIDTH AND PoL~-LENG _ . --.-f- - 2 FIXt RIBBON PAVEMthC k0AD5 THE SANITARY ~ Y .i SIDE. OF THE MANHOL' FRAME ~ S,I MAX 4a - _ F_yd I I SEWER SERV,GE QI+ANQUT SMALL B[ LOCATEC ~ - MIN ?(A~ S J.'_r._ - i _ WITH BUTYL RUBBER SEALANT PLACE T.HE .:j WIniIN THE CRASS STRIP, WHICH IS LOCATED 7 HAUNCH ~iJ2 O.D. #57 STONE - 957 J~S~ STONE - 95% ~ o o ~ INITIAL BACKFILL M N 8" OVER pIPE g57 STONE 957 T~(5- STONE - 95Y, FINAL OACKFILL IVAR, AS APPROVED BY THE' ENGINEER J 957 LAS APPROVED BY ENGINE:R
ti , - - - t FRAME OVER ?I1E THREADED RODS AND _ • \ ,iF RR~L rF F 0 Ft~S~T I INS,DE OF 1'NE RIGHT OF BdAY IJhE. BOLT DOWN FRAMt TO COVES ~ ' JN VP:LI,;.'Jf B.T, i011. - E 40 3. IN LIEU OF A WYE, 'HE SERVICE MAY BE 17 AS RtiCUIRED ~?Y 'PE: ENGINEER ~ --------i----..-------1----------- __..~.---____~y_ c 000
\ 4. CL.PSS A CONCRETE FORMED AND RR SWEEP ~i0 TAILPIECE CONNECTED iD THE MAIN BY USINC A TAPPING s\ 'MTH PLU{; J POURED AROUND THE DIAMETER OF 111E _ - ~ 4;i' ~ MH NAI-~N WYE MACHINE AND SADDLE APPROVED BY THE RING AND POURED FLUSH IMTH :HE , ~ i a i P vOi Q~1
aCl., 4d & L HTH BEND I I eNGINEERING SERVICES DEPARTMENT TOP VIE GpNLJ, OUTSIDE WALLS OF 'PTE CONE_ TCF VIEW- C~~F. _ fTIi'{, F ~ G ~ ,8 3~, D 4 UNDER NO CIRCl1MS7ANCE5 SHALL A BEND BE - PLACED IN ANY SECTION OF A SEWER SFRN,CE OU~RALL MANHOLE. I 1 DEN`i REQUIREMENTS SHALL BE BtiEO ON AASHiO T98 bmn AS MDDIr ED BY TEIF NCDOi. o tvoo
26 / TA7ERAl. Wl'MDUT PERh11SS10M OF THE I Scw I ~ ' LOCKABLE RING & 5/8" X 5" ~ M> ~ ENGINEERING SERVICES DEPARTMENT. GCVER, TYPE CC ) CLASS A HOT GIPPED INSTAI~AIJN OF SCit 26 PVC PP~ SHALL DOMPLY WJTH V mKrrnw ~ ~ I ~ FINAL HACKFlL!_ THE RFQUIREMEtJTS OF ASTM D 132 COPIES Of ASTM 0 ~v?>!? ~ 32~ ARE AVAILABLE. v 3Zrnrn ~
_ I _ - 5. 7FiF DITCH SHALL BE COMPACTED IN SIX NO BOLTS IN TAPER _ J ~JRB A } 1 INCh (6) LAYERS W,,, A McCHANICAL TAMP. C~hLCAR TE ~ GALVANIZED ~ ~ i RF FtR TO ASTM D '2321. o o m ~ a OPTIONAL J - r ~
',r { - RGW a r 6. SCHEOUtE 40 PVC PIPE AND FITTINGS SHALL OF PRECAST MH CONE- /"y ~ _ IHREADF.G RGD -j r - ' -_-J MEET THE REOJIREMENiS OF ASTM'S D 1784, -I -h A, WASHER SUBDITCHES w ~ r A. ~ f~YLWIDTFi_~ i v4~oo to ~ ~ MIN W- 5 TALL NOT BC LESS THAN iF E GREATER OF ~ ann x ~ I ! cITHfR O.D. + i8" OR (L25)O,D + 12° ug c, x o
D 2665. AND J 1785 FINAL GRADE _ ~L 7. SO,.V1'NT CEMENT JOINTS SHA(t HE MADE IN A TWO S1EP PROCESS 'MTH PRIMER MANUFACTURED - C NOfF~. r i " - - - MAX W D. + 40" tot m o 0 ' 1 F CON FACTOR Ct100SF5 i0 EXCAVA ~ PAST THE MAX W, R"m~~~`' 6" MIN
--I- ' ~ FOR THERMOPLASTIC PIPING SYSTEMS (PIiRPI F) ~ V 1- `I I A_ ALL SIANUARD SfWEK MANhdOLE S~FG TIONS SHALL ANO SOi.VENT CEMENT CUNFORMING TO ASTM'S v'r ! MEET THE REQUREMENTS OF CITY STD. N0.:500. (4' GiA) e'__ 1Ni11 AL 'HE C)NTRACTOR WiL BE RESPONS7BtE FOR ALL COSTS IN s BACKFILL ~1E EXCAVATION BEYOND 'BE MAX W NITS, ~ t
--I1--- OR 301. (5 DIA. i D 2564 AND F 656. BUTYL RUBBER ) DR -'ffi HEAV" t tl' 8. COMBINATION WYE AND EIGHTH BENDS SHAIt BE i I B. THE LOCXABLF RING & COVER SHALL MEET THE SEALANT ' - 2 7 2 tM6EDMENT RFOUIRFMENTS OF CITY STD. NO L'J9. SPRfNCLINE-,~ 0~. ~ _ FiPE 5. THE LAST 8' OF f3A dF"I l BELOW TAE FINISHED SERFAGE o EMBtDMEN` Of THE SJBGRADE SHAD BE COMPACTED i0 1009. Gf THE ~ V' NAUNCHING ~ ~.ti7 StONEi 3J2 O,p- I AAShTO T99 NCDOT MODIFIED PROCI`Ok.
8 X 4 °(6°') w e' MANUFACTURED BY' i i r S rl 4G ~ER" ..T - CENOVA 71540 (4 ON"t PIECE) I Dft'LLED C. INSTALLATION OF THE FRAME & COVER ANO THE LNO , ~T- TNECDED) -CHARLOTTE 50' (4" - DNE PIECE) i HOLE CONCRETE COLLAR ONTO THE CONESECiIONSHALL T ~ i ~ 5. TNq ffiANDARD DOER NOT APPLY FDR BDR 26 PYC PIPE ~ BEDQING--~ y57 STONE ~6" MIN. WfM DIAMETERS OF GREATER THAN 12'. THE ENGINEER
T ~ c A uAl t a. :Y: - CHARLOTTE 503 (6" TWO PI@CE) 1 BE GONE AT THE PRECAST CONCRETE PLANT. NO HAR l GWV 118 X 4') - OR APPROVED EQUAL ~-'-"""""-'-"""~'"-'L SHALL CHECK THE L6AD7X3 CGNDITKNI9 FOR PPE WfTH `o I-- W, TRENCH WIDTH DIAMETERS GflEATEfl THAN 12'. c
^,PK )C 9 ,-G~Ha ~8 X T' j fiELD INSTALLATION WILL BE ALLOWED. ANC - X 6 I 'tJ D. GRADE ACJUSTMENT SHALL B"e DONE WITH MANHOLE t,R Ar. .2. RISER SECTIONS. THE TOP OF THE !dANHOLE SHALL BE (SEE NOTE 4) ~ rn
J.. AT THE DIRT FINAL GRADE OR WITHIN 9" ABOVE THE DIRT CITY OF tHGft POD'YT ' SER PVC,_NEW DWG FlNA! GRADE. ~ssza s-s m CITY OE HIGH POINT reemla+s _ y BED_PVC.DWG m NORTH 6ARO~.Na "TANDARD DRAWING (Ofd
NoRrx cARDLINA ~ ~ STANDARD DRAWING FOR SIDE VIEW F.NGINEBRING SERVICES ?EPARTMEtiT' ENCINE.ERING SERVICES DEPARTlAENT ~ ~ - - ~ ~ SDR-26 PVC PIPE BEDDING &BACKFILL 322.00
4PFRGV~ ~ ~ ~ SANITARY SEWER SERVICE (NEW) 331.00 czTxY of aicx eoINT IE~A, 3 D, 1._ MH OF 2.DWG xosax GAxocmA REy~«~s_ STANDARD DRAWING FOR APPROVED Mq 20~. - - i --'I FOR D~PTNS RANGING FROM 3' - 24' - - o
_ IRj3~~-, FOR PVC SOH. 40 SEWER LATERALS ' ENGINEERINt+ SERVICES DEPART2LENT c , D Ec , SHEET 7 GF t , NON-VENTED OUTFACE. MANHOLE 311.00 APPROVED,'~.v 3..., ,10^, ~ ~QtREC70R SHEET i OF 1 O ~ ~p • i~
. rOR 4' OR 5' SANITARY SEWER MANHOLES DIRECTOR SHEET 2 OF 2 19" MAXIMUM OF t~ IAXIMUM OF ENLARGED VIEW OF JOINTS U mQ
VERTICAL SURFACE CAL SURFACE ~
A~~EQUIIRED - ~ . - _ THE COVER SfiALI_ READ "SANIT MAX t" - GRADE RINGS RING & COVER _ 19" MAXIMUM OP ~ ~ ~ _ CITY STD, N0. 307. VERiiCAL SURFACE ~ !11 i6" ~ ® ~ Y"AS REQUIRED ~ ( ~ ~ ~ ~ ~ i-I-2' SLOPE ~ ~ ~ I 2' SLOPE ~ arm
COUNTERSUNK j ._~R' OR HRASS PLUG 'WA~EE~ AS r- MORTARJOMTS- ~APPLICABL, -~rl ~ - ~ SRADE RINGS _ I I ~ U tSu°~H -AS REQUIRED ~ PROFILE ( ~ 0-RING .c
c IRON BODY ClFANOUT O O r -J I 1I MAX. i" _M_(2 RINGS MAX.) l` ~ GASKET ~ ne~ 1 GASKET J _ ~ ~~N~ A-.I g" I MORTAR JOINTS---~ ~"\l J ~ ~'L'~/ / ENLARGED VIEW o `oy°~m ENLARGED VLW DF ~ a I I
CA.,T IRON CI-EANOUT I 0P OF COVERS ~ ` ~ INS DIA I I , - HA A IS Y ~ H ~ Ht RECESSED PLUG & CAP - - S LL_ LSO D.PI.A ~ ~ I ~ P'I 2.5 ~ ~ MANUFACTURER'S I ® A ~ ~ A, ECCENT ECCENTRIC CONE SECTION PROFILE GASKET OF 0-RING GASKET ~~ma ~ m P@OG,LF. GASKET ASTM 6' D-RING GASKET ASTM 0381 ~ ° ~m ~
~1 (SEE oera~L A) J / ~ i o,~ o,~ , UT1LtTY STRIP ~ r _ I t~ NAME AND FOUNDRY ~Uti ~ r ~UY r, CONE SHAL. I r ~ LOCAliON ` e )NE ~ SNAIL BE 2`-0" OR 2'-8" ~ o n o 0 CONE_. N~,7~ C'J mmft~
- ~ tINISHF6 GRADE - DOUELE HUB 0~ PAVEMENT +d I 1 ~ ~ _ WITH RUBBER z~~~~-~ GASKEr (z) j ~ ~ 0. ~ .FOP Of /12 m ~ m CONNECTION AS 1 'U 0 ` 0 l - ECCENTRIC CONE SECTION A, ALA PRECAST SEWER MANHOLE SECTIONS SHALL MEET THE 2--D' OR 2'-S° RfOlJ1R-MEMS OF ASTM C-478 AND AASy1T0 M799. THE PRECAST Ha, T$ 4 G~NCRETE COMPRESS VE STRENGTH SNALI. BE A MINIMUM Of h0D0 ~ J
~_.ay..' ' " PER ~IUMBiNG ~'r COVER * Cat0, ~ lYfl at01 T a RISER - - INSPECTOR VBDTrOM OF , ~ ~ ~ wi W ISER ~ iYP INS. DIA - ~ WATERTIGHT CONNECTION MH/PIPE (NON-SHRINK MORTAR OR EPOXY) p ~ I ' PSI ~
i cuRa AND GUTTER DETAIL A ' ` f 1 cn4 I , , ~i TG C.LP. U.IP t ~ E7 I I ~ -----f---- i 1 1 3' MIN.: - I I o ~ ! / Al.l. SI?ES 57 STONE a ~ 9. ALi MANHOLE S FFS SHAL. ~ONfORM TO TTY STD, NO- 3(13. OR H C? 1' MIN. ON ALl SIDES rW- - AN RPPRUVED 4gJAl. S?FPS SHALL 8F {NSIALLEO IN CiNE WITH THf:
~ tiDTSS: / S,E`~.-% i ~D + THE TEE SHAT!- NC7 1 ° f, r- IIFL ULN OPENING UN~ESb CT HER~N.~ SPF~ FED, SfiAi! N07 MJ, PE X MJ 'EE r. THL MANHCL I INTS SHALL Bi SEALED BY A PROF F CA -KEF VTO THc CONE ~ _ o~
o- I L ALL SERVICE LATERALS SHALL HE CAST IRON SOIL PIPE 7 m z tX1FN0 INTU ?i~ CONE ` 4 /6" CAST IRDN SqL . IPE, t/2" t of SeC110N OF THE _ EPOXY LINED DUCTILE IRON SEWER PIPE, PC 350, MAY BE z' a ` t~` '/8 .I. SOP ERVICE WEIGHT OR 2 EACH" w I nl MANHOLE. ~ r•IPE BEND ( a" fi' DUCTILE IRON SEWER ~ REQUIRED 8Y T}iE ENGINEER IN AREAS OF SHALLOW O O - / COVER FACE )F THE "JOINT OF EPOXY LINED D,I. PIPE MIN. ~ I I' J R-NG GA KEi R BUTY RUBBER SEALANT I'H~ PROFIit GASKET OR ~ ~ / ~ I; RIS_ER_ ~ He O ANG GASKET SNAEL MEE AS9M C 361. TNr. BUIYi RbFBER O
/ ~ 1"DIAMETER 1 2" INSIDE is ~i _~'7EE , 1 - PIPE I C 350, EPOXY LIN. C. 9 DEPTHS (D-3) OR IN DEP IBS WHERE THE MAIN h 7 OUTSIDE ~ i MAX 4 ~ 5L PF S-~ VENT HOLES v ! To 7 1 2 10 T-~ ap' WYF-s L CONS?RUC tD OF DUCTILE IRON PIPE. / ~ ? TEE DI.P. VCP/SDR 28~ I` 5' w VEAJ+NT SHALL E?E SQUARE AND SHALE CONFORM TO ATM +;-990 J ~ „ IO 7-~ tn~ I• 4000 PS AND AASI~TO M-198 Q TRANSITION 12EINFORCED
' ) MIN. 1T4 / 1 S~JPE. } - REQUIRED ~ RADIUS i MOnTAR DAM 1R 1 I-_ --FLOW-_~_-._.4y~_ = Z CLEAN OUTS ARE TO BE SET N THE 30" (25') UTILITY l/" I ~ ,J 4 ~ ' STRIP, AS MEASURED FROM THE, HACK OF CURB, OR ONE ~ i 23 t/2 DIA. I I m i p - E ~ _ ~ MEGALUG AR DAM i~ COUPLING m .I CONCRETE I ~ u D. kE Lug fNSERT AND HOLES SHALL BE ACCORDING TO CITY STD. N0. ~ ~ -I ? 305. ALl LIFT HOLES SHALL BE COMPLETELY FILED WITH Lil ~ Q MEGALJG ~v. 7 TYPt 316 STAINLESS ~ : NON SNkINK CROLP AFTER MH INSTAL AiION. ~ N d.
a , o, T E PLUG-) FOOT (t'} INSIDE THE RIGHT-0F-WAY LINE FOR RIBBON ~ ? f z 6A.,Rt CF ,.Ft ,0 R_~i PAVEMF.Nr ROADS. ANY VARIANCE MUST HE APPROVED &Y - w ~ - --48' INS. DIA._ _ to STEEL PIPE STRAP o ro <C W ~ INS. DIA ~Tn {2 x 1/4'), ANCHgftS ~ i. z E. AIL PIPE ENTRANCES SHALL (,ONFGRM TO UiY S D ND. d06., ~ l-
(S ~ ON L NUnT~1RBEp .SOIL - M INA1"I N W THE ENGINEERING SERVICES DEPT, OR STATED IN THE COVER TOP AND t~pT QOM DE) AIL 3" ~ u; i - - --'f7~ 45, CC B 0 YE _ 1" ¢ I BASE - & EIGHT}I BEhO C?N TRACT DOCUMENTS. - az„, ~ ~ AND ANCHOR BOOTS z - I r~ .i MANHO~.E FLEdi6 E PIPE CONNECTERS. F NEW CONSTRUCI~ION ~ ~ 0-O LASE STRAPS SPACEQ MAX. o z ~I L'I w INVOLVES AN EXIS T LNG PRECAST MANHOLE AHD/OR A NEW LINE ~j ~ ~ p ,~L ~ a 3' APART .AND EVERY BELL. ~ ~ ~ N _
3. :N LIEU DF A WYE, THE SERVICE MAY HE CONNECTED TO 25 1/4" I I Q i ~ ~r r<En THE MAIN BY USING A TAPPING MACHINE AND SADDLE CROSS SEC T pT`~ COVER DC TAiL MEGALUG- ~ FAIN APPROVED BY THE ENGINEERING SERVICES DEPARTMEM. _23 3f(4 _ I ~ r _ ~ (MIN. 2 STRAPS) BASE ¢ ENTRANCE, THE HOLE MUST BE CORED AND A WATERTIGHT pIPE ~ ~ MECALUG- ~T! c-{ e a (n ~ I T a { MVERT CfTY < CONNECTOR INSTALLED. ~ 3
U ` U'P) 4- UNDER NO CIRCUMSTANCES SHALL A BEND BE P'tACE0 22" B iN ANY SECTION OF A SEVER SERVICE LATERAL WITHOUT f ) NOTES: _ ~ ' - ¢ ~ A MANHOLE TO BE BUILT IN ACCORDANCE WITH CITY li STD. N0. ~ F. IH - MAXIMUM N ~MBER OF S£.WER SERVICES ALLOWEC iN A MANHOLE Z ~ 0 ~ STD. NO- 300. OR N0. 301, FLOW 304. ~ -U ~ ~ ~ ~ _ w r- HAIt 6'~ THRE (3}, J ~ N
PERMISSION OF THE ENGINEERING SERVICES DEPT. _ _ A, MINIMUM AJERAGE fJE1GH C. , ~ v _ _ _ _ ~ _ 5. 'NO HUB BAND" CLAMPS WILL NO7 BE ALLOWED GN T COVER 25 CBS. ' r- B. A DROP MANHOLE SHALL BE USED WHEN THE v L- G. A RE JFORCP:D (ON RETE FOOTING IS REQU R C WHEN THE MANHOLE Z O C DfFFERFNCE IN INVERT ELEVATIONS EXCEEDS U j/~,_ MJ X PE (2 5) FEET ! l ".?3 S OVER Z' OR N A ?OOR 50! BASE. THE REIN -ORCED CONCRETE ~(Q O 0 N
A FRAME 790 CBS. I - ~ ~ 'HL CITY SERVICE. INSTEAD, A sOUBLE HUH PIPE SECTION , ' A B WE:1G'HT 7'--) I 9ENCH - 1 T SHALL HE USED. UNIT 575 LBS - S!L.t N~ I (!N~-s-S,NL ~ ALBS r / i r " t/1" f ~ g° P. 90' BEND C ALL OIJTSiDF DROP PIPE ANQ F1lTNGS SHALL BE 6 1 8,{~ FOv LNG h AY B{ PUEIRFD OR PRECAST ACCORDING 10 CURRENT N- Z O ~ P EPOXY COATED OOCTILE IRON. _ ,1` NE DOT :TD. NG 1525 01 SHEE; 2 OF 2. THE CONTRACTOR HAS THE
r ~ I - 6. THE DITCH SHALL DE COMPACTED IN SIX INCH ,6) I I 8- MANHOLE RING AND COV}RS SHALL H_ MADE OF 4 X 4 i 9 1L 75-~i 72 ~ LO / ~ ',AVERS WITH A MECHANICAL TAMP, t GRAY CAST IRON ANO SHAD. CONFORM TO AASHTO _ I-____ '---3000 P.S.I. ~ - ~ JP 'ON OF PROVIDING AN E%PANDEO MANHOLE E3ASE SECTION AND CONCRETE D THE VERTICAL DUCTILE IRON PIPE S1ACK SHALL g ~ ~ BE RESTRAINED BY THE USE OF MEGALUGS OR - - SETTING THE BASE SECTION ON 12' MiN. 5 STONE WITH NO EXTRA
--7---- I 7. SEE THE ABOVE DETAIL FOR DIMENSIONS OF ~ M1D5 AND ASTM A48 CLASS 35B. D X 4 ~ 10 ?2 r =2 25 ; J APPROVED COMBINATION WYE AND EIGHTH 6EN0. I ~ 25„ C. RING & COVER BHALL NAVE MACHINED SEA1S APPROVED MANUFACTURERS INCLUDE: 0. APPROVED RING & GONERS ' . ENCASEMENT ~ ~"6 OF x'57 STONE N 1' MIN, ON OTHf.R APPROVED METHODS. ~ 48 INS DIA i 0 T TO THE CITY. All SIDES OF I '~REINFORCF.) CONCRETE FOOTING AFL ~CINTS ON OUTSIDE OF MANHOLE ANQ OUTSIDE JOINT AT TIN' DF
6 X 6 ~ t2 8-i16 76 I 15 35 ~ C OHARLOTTE PIPE, MODEL NUMBER "SV-33" -~4 t/8" " ~ " 1. JS FOJNJRY MFC CORP_ RING USf 669, G' OF ~ 57 STONE (LONG Tl1RN PAT1T1iN). 33 7/4 4 1 DIA, ANCHOR HOLES COVER TYPE-KY. smco s-a o~i - - CN~ 1 tN SWEEP - OR APPROVED EQUAL i ~ ~ CITY OF HIGl1 POINT T 9G' BEND (SEE NOTE G) ANG 1T $57 STONE ~ ~JNE SFIALL BF WRAPPED WITH 6" MIN. WIDTH BGIrl. ADHESIVE TAPE.. smco s-a w Mh O~T_DR.DWG - i55oEn s-s-o~
2. ~A5T JORDAN IRON WORKS RING V-1384--i, ' NORTH CAROLINA °~A510NS MBIPIAPON WYE & UGHTH B6VD COVER V-1384. : RE"s'«~s_ STANDARD DRAWING FOR ~ cITY DK mGx POINT ~ sus AL I MH aaDlADwc ~ NORTH CAR011NA STANDARD DR„h;NG FOR ~ ~
CROSS SECTION RING DETAIL 3. APPRCVfiD EQUAL. ENGhNEERING SERVICES DEPARTMENT . . ..CITY OF HIGH POINT - ;isAxos s-nr APPROVED 1 ,70-.,' OUTSfDE DROP MANHOLE 3 ~ 4"Q0 ENGINEERING sERnGES DEPAR'f1deNT ~ LO 4 DIAMETER SANITARY MANHOLE 300.00
SER CI RHB.UWG CITY OF NIGH POINT _ - _ Rf SEA! DWG I NORTH GAROISNA STANDARD DRAWING FOR - NORTH CAROLINA I Remxa+s _ SiANDARU DRAVJINv TOR - ~K`~ ENGINEERING SERVICES DEPARTMENT j ENGINEERING SERVICES DEPARTMENT i , ° - FOR SANITARY SEWER aFPRO~no. - - - SHEEr1UF, k FOR SANITARY SEINER MAINS (_ESS THAN ~1'"
- ~ - ~ SANITARY SEWER SERVICE (REHAB) ~ 320.00 ~ - ~ ~ UTILITY MANHOLE RING AND COVER ~I~ 307.00 AIPPRtV _ „P;~ APPROVED U?V. ,2C~" t DfRECTOR ' SMLET 1 OF 1
f, - a OR UCP AND DIP SANITARY MAINS „ ~k.~- FOR ROAUWA.Y APPI_ICATONS - A--T _ - SHEET t of 1 ~ 'I SHEET T of 7 clrr NCI EER _ " `-1 _ ENLARGED VIEW OF JOINTS RING & COVER 19" MAXIMUM Or`
i I W~ I CITY STD. N0. 30), VERTICAL SURFACE ~ a~ ~ jA_/~ ~ ~ 1/16"' M I ,
o COUNTERSUNK RECESSED PLUG & CAP ~ a~- MINI _ a i~ ~ I MINIMUM SLQ~E SHALL BE 2" GRADE RINGS r ~ ,.L-.Y SLOPE I-I-2' SLOPE) AS REQUIRED ~
--z5- -(srE DETAIL A> HRASS PLUG __f.--r- I ~ TOP VIEW PER UTILITY STftiPP~ ~ ~ i I/ - D~CYO ~ I I PER FOOT. MAX. i" - ~(2 RINGS MAX.} ) PROFILE ~ -U~-RING I MORTAR JOINTS - ~ 1 - 'ra i GASKET ~ GASK`cT
FINISHED GRADE IRON BODY ClFANOUT L PAVEMENT ~ 3'3/8:... - 5 3/4° f„ " ~ _ \i I i"~,~ - ENEARGED vIEW f ! ENLARGED VIEW OF ~ OF O-RING GASKE.i
E-- I ~ ~ BENCN• ' r ~ 1 I I I INS. DIA. ~ PROFILE GASKET I B" PROFILE GASKET PSTtd C361 O--RING GASKET I 1P. E000NTRIC CONE SECTION
St.,IIJN V~EvV ~ CURB ANG CII TIER I' I ~ i .._---._1_.__-.T / ~ - DOUBLE HUB I 'I I I , - 7 • , _ WITH RU80 R I I I s J BENCH ' _ ASTM C361 r~. ~ CONE 2-0" OR 2'-8' 4J[-TF~ b ALL PRECAST SEWER MANHO;.t SECTIONS SrIALL MEET THE
3' MIN ~ GASKET (2~ ~ - ( ? j lNVf3i7 ~ ~ SDR ?6 45 WYE WITrI CONNECTION AS s ! 1 I( f I ~ i SECTION T ~ L ~ ~ REQUIREMENTS OF ASTM C-478 AND PASHTO M199. THE PRECAST a i6" CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM CF 4000
SON. bi) S,.RVICi HUH. PER PLUMBING ~ • PIPE DETAIL A ~ I ts^ Tm. FLOW ~ ~ I ~--4'%6" SCi;EDULE 40 PVC INSPECTOR NOTES: TO SCH M1O PVC I ~ I ~ ~ V I r ; ~v I PLOW ~ i~ f 5' x 4' DIAMETER P i. ~
I I I ' 1 I \ { I t. FOR ALL PVC SDR 26 SAKI"ARV SEWER MAINS, II I B - 1 BENCH i I V, ~ _ j . ALL SERVICE LATERALS AND F{T7INGS SHALL BE ~ 1O J/4" 12" ~ :NIMUM ONE F00T- • 1 i ~ 1 - ~1 ~ TRANSITION SLAB B A L MANHOLE STEPS SHALL CONFORM TO t;fn STD, N0.303 CR ICH i O 48" INS DIA. I AU APPROVED EQUAL STEPS SHAD BE .NSTALLED ]N LINE WITH THE F
VAX r'E cCOW I I SCNEUULE 40 FVC I I ~ ~ (t') RADIUS TYPIOAL ~ •I ~ " MIN. _,/4 FT ~sT OPE J -I 2. CLEAN OUTS ARE TD BE SET IN THE 3C' (2a') A A ~ I I - { ,-y'-I- NOTES: z ~ - LFF OULNT OPENING UNLE55 OTHERWISE SPECIFIED. I - ( G. ;HE MANHOLE JOINTS SHALL BC SF.AEEp BY A PROFILE GASKET, ~ ~ A. OUTFAI-L BEWEk MANHOLES- THE DEPTH OF THE a ~yITION 0-RING GASKET OR BL7Yl RUBBr"R SEA[ANT- THf_ PROFLE GASKET OR I MEET H-26 LOAD (
- N BARREL OF PIPE TO Rr'.Si, UP,LITY STRIP, AS McAoJRED FROM THE BACK ( I ^ _ J , i ° Of CURB, OR ONE FOOT (1 r INSIDE THE RIGHT- } I Y ~ N JNDISTURU?ED SOIL SCHEDl71 E 40 { ~ _ MVERT SHALL 8E A MINIMUM OF 75 % OF THE PIPE ^ SPECIFICATION 7riE D-RING GASKPi SHALJ_ MEET AST-M C-361. THE BUTYL RUBDER ~ ~rc DIAMETER AND A MAXIMUM OF 1007, OF THE PIPE - - U ~ 3°
i - _ I OF WAY LINE TOR RIBBON PAVEMENT R09DS. " i-30" TAILPIECE _ ~ t ~ ! ' ic-.- .^•tT_ \ _ON~ TURN SWEEP = WITH PLUG .4NY VARIANCc MUST BE APPROVED BY THE { I ! • - - 45 °JOMHlNATION WYE ENGINEERING SERVICES DEPT. OR STATED IN THE I m3 DIAMETER. z SEALANT SHALL BE 1-1/4" SQUARE AND SHALL CONFORM TO ASTM o~ ~ 990 AND AA hTO M-198. - - D. Tr{E TYPICAL SLOPE OF THE BENCH SHALL BE 2° PER FOOL ~ I w ~ 3 RISER ~ D. HF I ff ,NSERT AND H01_ES SHALL BE AC,CGRDING TO CITY STD, N0. ~w
~ SUII. 40 & EIL,iTH BEND 1 I ~ I I ~o INVI ~ _ CONTRACT DOCUMENTS. I I I ti. l:i MAX MGM SLOPE ~ x/1/2 1/8 BENC { S .N LIEU Of A WYE, THE SERVICE' MAY BE ' j W1iH A MAXIMUM / ~P,- 2d ~ i _ ~ TH A R -L; I aoNNECTEO To THe MA+N eY us~N~A TAPPING ~ E ~ STEP INSTALLATION DETAIL VER~c~L cHANO~oF2o°- _ rH I ~ ~ MACHINE AND SADDLE APPRUVED BY THE I wo ~INVFRT DEPTH SHALL HE A MINIMUM OF C. THE MATERIAL USED FDR THE BENCH SHALL RE ~ w ~ orc a 3000 PSI CONCRETE OR BRICK AND MORTAR MIX. PRECAST ~ SECTION ~I 30~ AL LIFT HO ES SHALL BE OMPLETEIY PLLED WITH N-'S av. ~ 7/2 DIAMETER qF THE PIPE ~ THE: INVERT WiDTFI SHALL DC INVERTS ARE ENCOURAGED. z NON SHE CRCUT AFIYR MH NSTALtATION. 're' ~w
MAIN ' CURB AND GUTTER I ~ i V , -P ~ I E ~ A- C l ` J THE SAME WQTH OF THE PIPE. 0. THE MAXIMUM NUMBER OF SEWER SERVICES ALLOWED ~ ~ml E, AIL E '+RANCFS SHAtt t,NrORM TO ClY STD. N0. 3O6„ jio° '-J / ~ IN A MANHOLE SHALL BE THREE (3). BASE MANHOLE Fc ~'BiF PIPE CONNE.,TCRS. IF NBW CQNSTRUCTION ~ UJ ~dw
I ~ I ~ ENGINEER]NG SER IDES DE ARTMENJ. ( _ i" t I ~ 4. UNDER ND CIRCUMSTANCES SHALL A BEND DE I ~ )-!I ~ ~ ~ { ; _ -------1 PLACED IN ANY SF.CTIGN OF A SEWER SERVICE { _ O O O ~ i G I ~ _ I ~ I' E THE INVERT FOR A SERWCE MUSt BE A MINIMUM aF ~ v • ~ SECTION WVDLVES AN EXISTING PRECAST MANHOLE ANDIOR A N_W LINE ~ b~ h-- 5" w i N z ~ (I/2") ABOVE THE BENCH AREA. Q m
, ` I -"-FI-OW - i o ( r LATERAL WITHOUT PERMISSION OF THE T-- T r~,LOW~?, STrP DESIGN INS.ALLATIUN AND MATERIAL SHALL i _ _ _ - - - ~ ----`-I ENGINEERING SERVICES DEPARTMENT. i . I - ! ______._1_. MEET THE REaJlREMtNTS OF ASIM C478 AND C/L j ~ _ ~ - f. A DROP MANHOLE IS REpU1RED WHEN THE DISTANCE ~ f 4000 PSI i y ENTRANCE., THE h'0? E MUST BE CORED AND A WATERTIGHT PIPE Dy-o I REINFORCED a) F + CONNECTER INSTALLED. C7=w MANHOLE INVERT AND PIP_ INVERT I~- _ 66, ; _ F CONCRETE - t~
/ " i t , i 5. N E DITCH SHALL BE COMPACTED IN SIX ~ - j I CH (6") LAYERS WYiH A MECHANICAL TAMP. _ NCDOT BECTON 1C74-P i STOP END 2. PLASTIC MA,ER:AL CONSISTS OF SUPER NIGH IMPACT .D BENCH ~~J. INVER' CITY 60" INS- DIA._ > W U MPIi E ROW ~%~DSNS ENTERING TI1E MANHOLE. 304. ~ _ r, THE MAXIMUM NUMBER OF SEWER SERVICES ALLOWEC IN A MANHOLE ~ ( G. BOOTS SHALL BE RE^UIkED FOR ALL SEWER SER~CES SN. NO - SHALL RE THRnO (3) ~ pow • r--
_ _E ~ I 6. SCHEDULE 40 PVC PIPE AND fIttINGS SHALL - , r RESISTANT COPOLYMER POLYPROPYLENE AND SHALL CONFORM - C., ~ MEET THE REQUIREMENTS OF AS1TA'S D 1784. STEP TOP VIEW DETAIL VIEW DE I AiL TD SPECIFIC REQUIREMEN 75 DE7A,LE0 IN ASIM 04101. MIN ~ J " I PLOW ~ G. A REINFORCED CONCRETE FOOTING IS REQUIR D WHEN THE MANtdOL,F ~ D_ MIN ~ r H. MOOR-RASE INVERTS ARE NOT ALLO'M1ED. IS OVER '2 Ok ON A POOR S01 BASc, TNF REINFORCED (,bNCRETE ~ °wa
D 26b5, AND D 1785. t 7/4" ~ 3. REINFORCING STFR STIA(t BF RF.HAR GRADE 60 AND I''- - ~ i~--~r~--fiv - ~ SOLVENT CEMENT JOINTS SHALT. BE MADE IN A _ MEET THE REQUIREMENTS OF ASIM A615. X57 CLEAN STO" --SDR-26 HEAVY WN.i_ - 25--3 TWO STEP PROCESS N1TH PRIMER MANUFACTURED POLYPROPYLENE- R-y zY x-r I I ~ A STEP WIDTH AND SPACING SHALL BE CONSISTENT WITH THE t~--~r~-fir- ---1- ~+h '~~.L ~ ~ ~ FOOTING MAY by POURED Ok PRECAST ACCORDING TO CIiRRENT W ~ ~ wo ; X57 CLEAN STONE @ENCH nCJOT S.J NO 152501 SHEET Oh 2. THE CONTRACTOR HAS Tr{E U ~o~
2" X 4 "(6") Wh"E WIM UTILITY STRIP ~ FUR THERMOPLASTIC PIPING SYSTEMS PURPLE PLASTIC 1 I I n ( ) ~ LATEST REQUIREMENTS OF OSHA. 6" MIN. -1 SCH, 40 SERVICE OU _ET t 5. THE UPPER SURFACE OF EACH STEP HALL HAVE A TRACTION ~ ~ '-i- ~ ~ ~ 8"~ OPTION OF PROVIDING AN EXPANDED MANHOi£ BASE SECTION ANQ ~ ~ (J} 02-~ i ;T ~„J. ~ ~ P ~ SFITNC HE BAS1 SECTION 0'v ,2' M,N. ~5- STONE WITH NO EXTRA U'~EEm°o
3 (NO ADAPTER SPIGOT NEEDEDs ANO SOLVENT CEMENT CONFORMING TO ASTM'S ~i REDIPNFORhCEED S ' D 2564 ANU F 656. ~ TREAD AND GUIDE LUGS ON EACH EDGE rd PREVENT THE AS M4NUFAr TInFL' dY - ~ J sTIL-~'_ - HAR 0 501 ~8 4 DRb (9 X 4') " 8. COMBINATION WYE AND EIGHTH BENDS SHALL 3E - 1 2" REBAR, FOOT FROM SLIPPING OFF. A A SEC_iON VIEW SECTION VIEW `-s' MIN ~ ~ "~-.r6 o G HE clrr Q O ~ - ~ 9 6" OF 57 WASHED STONE - R H. ALL a01MS Div OUTSIDE OF MANH(,L6 ANO OJTSIOE JOINT AT TOP 0; X a _ # RcIN ORCED CONCR.IE FOOLING ~ f-- IyJw
- - ~ ~ MANUFA~TUREO 8Y / 6. STEPS SHALL BE MANLFAC fUREU BY M.A !NUUSTRIES, INC - K U JO X 4 ~ = _ IS.uED 5 S 01 GRADE 6D ~ ~ ANc, 977--0086 (8 X 6') GENOVA 72540 (4' ONE PIECE) 8 1 S, h ~ OR APPROVED GQhAL CITY OR HIGH POINT _ Q - OR APPROVED -4UraL CHARLOTTE 501 (4" -ONE PIECE) ~ i 1 NDR1'H CAROIdNA r RENS~a~` lissueos a m.- ~ STANDARD DRAWING FOR CITY DF flIGH POIIJT __{StF NOff G) ANQ 12" X67 STONE CONE SHA I_ flF WRAPFEu WITF 5' MN WIDTr' BUTYL ADNE°VE YAPE. ~ MH INVDWG - ~ ~ W RENSICws MN 600 A DWG... m Q ~ mo
~ 8 -CHARLOTTE 503 (6" -TWO PIECE) ENG[NEERFNG SERVICES DEPARTMENT - ~ APPROVED EQUAL STEP SIDE VIEW DETAIL SECTION A-A - - - NORTH CAROLINA eE"za+s
N E AFPRC7`_J ,20`j V '0 5s~fo 5 ~-c~.. _ - CITY OF NIGH POINT SER_PVC_RHB DWG ~ ~ ~ ~ Slsaco z m - O re a CITY OF HIGH POINT ~~'lJ { SFANDA,Ru 'RAWINL~ (OR TYPICAL SANITARY MANHOLE INVERT 304.00 ENGINEERING sERwGES DEPARTMENT _ ~ - ~ Z ~2zm FOR SANITARY SEWER MANHOLES APpROVEa-: ~x ,zo' 5 DIAMETER SANITARY MANHOLE ~ 301.00 ~ 0 00~
MH_STEP,DWG , NORTH cARDI,mA STANDARD DRAWING FJR - Nolrnt GAROUNA ~ r-„~a"s_ STANDARD DRAWING FOR-- ~iREGTOR~ ~ ~ ENGINEERING SERVICES DEPARTMENT I ~ ~ ` - ENGINEERING SERVICES DEPARTMENT , 1 ; - _ ;SHEET, of 1 _ FOR SEWER MAINS GREATER THAN Oft EQiJAL TO Z1 ~ ~ DIRECroR I sHFEr I of 1
o N A~i~ro 'may. ,zp'r - SANITARY SEWER SERVICE (REHAB) 321.00 _ MANHOLE STEPS 303,00 ki'. - _ F I~ PV j APPROVED A , 3 20C~.'.~ I N ° 0 C SCH. 40 SEWER l..A.ERALS - o ~ ~ ®o~
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GATE HOLD-OPEN ARRANGEMENT SIGNAGE: II _ - -I {GATE MEGER'S STD) CAUTION: + m oy a}
_ _ _ HYuRANT AND VAL VE 1NSTAi.LATION I ROUND TOP VALVE BOX INSTALLA I ~ Nang CAST ERCN VALVE BOX I I CLEARANCE 9 -0 ~ O ~ PAY LIMITS STD 6~S SPACING ~Q~ ~
I . 4ALVL 90% i41i~ CONFORM TU ~ I I AAV A48, cuss 3D e 1a `'/8, ~Z x - - QHAIE BEAM GUARDRAIL NESTE>)' ,WFA SECTICN H~(x.7U O W ~ H ~ ~ 1 1 I, (ONE AAL SNBIOE ANUTNf.A) ~i U- -I d H 2 ~
-.z~ NU:. ° ~ I M.NIM M WEIGHTS: t/2~~ ~T.'2 5/8 ;iP~ . - , rl -.-'IF; ~L I„ ' % COVER. 29 LeS, .,..,IL..- i1 I+4° !I I + H -1 A - -T' ~ t 2 3 4 O O H= h 5 A 7 8 9 tr W iozyn,m _ , i - ~ ~c~iQOx x
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I,~~`I I ~~~JATER ~ I I I l~ R-,;2 I ~,1 11P I ~ Laoc~ / ~ + y n, ~i~e_-i, C~ ~ ~o= ~ ~ i I J//~' _ + I, I + ~ ~"x 2" ALUM. TUBE 4,+ PVC BUMPER (TYP.) GAAOE 4 Z FILL FACE O_
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f WATER I a a T , . iEMENT o y NDTE: ~ ~ _ H '"POST NOT AEOUTAW FOR SKEW ANGLED GREATER TFIAN 150° OA LESS THAN 39° UNLESS OTIIEAWISE DIRECTED BY THE ENGINEER. x U
I _ - ~ ' ' ~ ~ 1 o Q HINGE ASSEMBLY - I 'I P.avti'artuT' ~ I i ? v ? i.----_ ~ GATE LATCH ARRAN M N I J L,L:M i,,IN If~J',~~J, htJDDIRrnIRE~TS; ; ~ 0 r D,;~" , w (GATE MFGERS STD) (GATE MFGER'S STD) ! 'I f lu1n II i ~ SHOULDER x\ ~ ~ 1e" ~ I _ _ t" _ _ ( ~ CO n W I- 'THE DISTANCE PROM END OE BRIDGE RAIL TO CENTEN LINE OF THE FIRST POST SHOULD BE 111¢" If CONCRETE BACHWALL IS NOT PpESENi, U Q m -SHOULDER BEAM GUTTER NUST 8E SNSTALLED TD THE L[MITS 8° x 4" LIP CURB IS SHOtNV IF ANCHOR UNIT IS NOT ADJAf,EM TO AN APPROACH SLAG. ~ Q O
I:~. ~ ~ 4' r~'~, I I l ~ . - f 3J`'"R~,\. - ~~~N 6 5 8 O.D. POST BY ~T BY ~ Z Z NEAGUAE GUAADAAIL HEIGHT fflG41 THE TOP OF ADJACENT SURFACE (SHOULDER, BERM, OR GUTTEAi. O F F d O (0 O -LAP JOINTS IN THE DIRECTION OF TAAfFIC ftOW. LL M Q p•
! 7aNCRetP Pno- s° ' I ~ i I I ~ -L-..~ i ' I - ~ GATE MEGER. TYP. m ~ C ~ -SFE SHEET 5 FOA POST SECTIONS 1 TNAU 9. ~ ~ ~ ~ YP.)
E ~ I ~ I I~ " L I i ~ ~I i + - i I' ~ -?OP SECi70N ~ VALVE 80X CU4[R 3 8 1, s 1-f4 ! 3 e" I , I I ~,.F , I ~ + , ~ i I ! 3 I ~ I:;,I - ~ r~ - ~ CLEAR ~x H~~.,- Z C (fl VAR. f MAl(_ H 2
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~ I f °r1u, slct.. a ~ ~ 1 1~ G I i ~ It 11" 3/M1" I ' ' ~ OPTION #2 ANCHORED v a z z POINT FDA END SHOE ANCNOAAGE, - * @ 1-.:6~d, _ a ~ ~ ~ H ~ SEE STRUCTURE PLANS D a 3 ~ D ~ " SHOULDER BAEAH POINT.,- ~ Z } ~
_ ~ i 1. Wd6N VALVE 5 N PAVEMENT, 5 I A` .riEw, yr n. _'{Y 8" PVG $Q1.40 . _ ' ! ~ POST FOOTING ~ I~! X „ ~ 'uO P5, AS `M D?iII5 GR R; TOP OF CONCRETE PAD 7P BE 2" I 1. ~ i. ~ i OP IION #~-IMBEDDED i ~ ~ ~ ~ O BRIDGE LND POD' 1C ~ 1 8" x A !tP CUAA GUAADR~ ' n - Q ~ N H O a ~ f" H Z Q F- ~
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~I ~ NP:i~s; ~ I, FOR 3 1 /2" AND 2" P c ! 1 MF FM1fO' (h R ll. ,I,n ~I I ~ I :n +~~l I T4L. J 3 - h fi MIN~OM ri ~H~ n W H -1 D W _ 0~31p~ I o ~ 16 GR 8" ~ / O~IA= U Q K S
I iN~fAL.._0 .r ,~Fi- ~ ,VD . Ta. A.',_ A ~ 1 A- S(d° I % F._10 L95. _ _ ~ vA 4, F ~ ~ IrittEAL t?ATR I ~ e- "a A_ - rus_ I E7 f ID L M 4E. L YVJJ. ~ ~ ~ i i xODOm of r „ I~ ~ GUARL I I D7Q~lL ~ m O D U I DHAIL- ~ +`f ~ RPR'V" z A ~ ~ b ~ u~.7 . ~ ~ d POST ~ ~ . ~ / I- U ~ O rrry
_ OCL. ~A3nET. rN, ..;35. , I - ~ PMNi COYER BLUE ~ ~ a MCTER Gtx AL.L t'Jlin! 79 A ,1 i I 4 i!fiEnO.. P'R INi,rl j 4 BOTTOM OF COVER___ I i' eDTiOM 0 CCVfH I Attd ?4©, C'.IAaS 19b. ~ ~,1',. 'I ,.,M~!',fP' .J` ?g..~~ ~I~I I ~\-F x00 ~ LL; ~ ~ I ;EE. NDTE._@ I ,i/ ~ t- H ~ SEE NOTE 'B' a y` to / F' x z W va _ ~ z ~ 'Y°`-~.,. ~ ~ GH, O ~ ~ ~ z, I ) a~ ~ F' u.. O J o oA
,Y- ".'~„i 'I I 7.6D PITQ~i i0 70P OR 8' PIPE + TOP OF GGL'PIaT16 I i NM I ~ ~ ~ I j 3 5/e' bztila I"na,~ uiE moan __it ~ _ ~ ~ ~~~~j ,:a ' < «an ism I Rlcer Hnflo I ``,J~ Grt7E'R RO% IS 6" LON00'R THAN ~ 'tii. O T ~ Z `W6' STEEL POST WITH D° WOOD POST WITH '"~i 'W' OEAM f -'W' DEAN ~ O ~ Q aua 3 -~7 pDD DWBLE FACE GUAADAAIL ROUTED OFFSET BLOCK WD00 OFFSET BLOCK GUAACRASL GUARDRAIL ~ apN 1 Z p~M
f'OF t F I _ ~i Y _ _ eI~ i 7'., t I ` ,°~p'" - I 1+ FORM ~ ~ .-jH D.C.t A L OTHER GIMENSiON$ - -FvLt. SL07S ~I W',i;E PR;: SAFE .iti0i'+i 1. ~ N ~ O P~~L Lars ;I° w~,DE) MEr~e uD v{i ~ PLAN ISOMETRIC VIEWS ~ 0.o o00NOo 5`EE 1 Z I " p ~ ~LV°mrn ~
I ~ ' f .1' ~ _ _ --HOLE 7P FF FP _ _ I ~,,,.a......._.-.__._.._-_._...._.__..U73~ 99 OF iriREA"vS.. + 7 E _ ? ~ % 0 4 I,'n' I SJRI.~C: e; aNT I I hs I~ M Sr GP )J TO AT LFa.Si - U~ 'T HE 'dERTICAL FO.SIiIOP:, 121 V;Zphygnj Z
{ ~ - - I COMPRESSION 70 MAIL ~ u~ r ' ~ I q ~ ~'i { METER 80% IRON ?ICE fH@EAD 1012' ' SEE NOTE.'A' ~ ~ i u)~p ~
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t I SITUA710fl~ 1 . 17_.,:7'--4 Of D7 STONE ~?f~_ { ` i 4 I~ I I ~ ~ AID ~ _ 1 ~ + ~+/sue ~ •s 1 ;/la ! i i I I -,i - I a25G' SORE „~AMETCR ~ I N i:i-. I i ~ ~ Lt~dl - -BRICK r ~ ~ ~ I ~ ! i MIN - ~ 1 ~ n} ' "I II ~ I = ~ ~ = l I, ~ I i > I ; I ~ 1 j I , ~ ~ I~ ~ ~ f-ooof-~ L s
r" I C L~ I - 1 I/,/ ~ i I ~ i ( li ~ 5'?VC SOH.4O. '80 P01 ?t {8.. r. ASTM Di785 DR 6 D.i, PIPE I + ~'4- I ~ , ~ ~ - I ~ 1 ~ f COPP^n PiP- I a _ + ~ I + ~ _f i I 1 ;mot L 1~~ .,Er ~ ~ i -cam ~ ~ Z SEE ~ ,SFE_ SEE I GEE ~ n ~ C ~ - Q Z ~
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e -...~«i z r , ~ ? CEtY OF WINSiON-SALEM ! I i i ' ! i2 12~ 6ijII t AA~~ p C 8 - ~'8u DTA. BUTTON HEAD BOLT 7Yp"{9" LONG WITH NUT FOR BOLTING 6°rB° ROUTED OFFSET BLOCK 10 STEEL POSTS OR ~ ~ om~
C _)F~ hiltiSi'"_ ~ ~ F ti11~Y OF iNINSiON-SALEM DEPAR-MENTOr Puel-{cwoRNS ~ L'rT CI ~UFi~~~CH A' ,A ' LF I i , I ' ~ ENr,{NEERINS nn+{stoN CITY C~F t1~i111S10N ar~LEI~I i ~ ~e1~Aa.MI.NT ct P„auc wanks `tN`Ii~STCIV-JA~~-FI~~ I 'd'e" OSA. BUTTON HEAD BOLL 10" LONG WITH utD. WASHER UNDER NUi FOR BOLTING TO WWU POSTS (1 RF.O. PEA L'JCATION~ ~ ~~mA l C -FIELD PUNCHING OF HOLES INTO GUARDRAIL SHALL 0E AS DIRECTED 0Y THE ENGINEER. °s^^ di JT CL HI,BLIC WOHHS I SHEET S OF 7 SHEET 3 OF 1 -qj °""01°f O'
EPA, id_NT ~F U9LC WORk., I ~ ~ ~~~-P?.~r~ ~I I rti,iNEERiNG DIVISION S`b1~ ( ~'`f~-~ ~ 'IPARTMEN 0}' -1.- .C Vi0Rk5 ICI j ENGIIE~_tld~ DN~„!ON ' FN ; P C RI v, JIYIF C+d I P r ~ - Ir1:<Ld orv;;aN I TYPICAL_GUARDRAIL AND__GUARDNAIL_PDST_AL7ERNATI_VE$ ~ co-eo i 862.02 862.02 ~ mew. .gf'PRO~ED
' ~ _ I ~I r17 tri;EG 5 L~7+ A° ROVrp N7.5.~ REv15E? 9-20-01-______._.__..-_______ fJ'PROVEO I i-_._._ R't EC n..yn . AaPRO'.~fD V" - 'W9 Vii-46 ;rtlt~ty_P ways/aiw r_~.ek.nwy l'II-37 utlciy_spec-dww nas/biow_otf.dwg 4II-4(1 ~tYti apes-.B ~g,/rr.er_b~, aw., - VIS--93 ma er_o~+.awg Pi[-19 (~Mj{ ~
C4 i-I c;
8" SPRINKLER CONNE MANHOLES MUST BE INSTAU.£D ~ A804E H.L INLET AND OUTLET TEES GASI1dG O INKLER CONNECTION CASTING sNAU sE FLDS4 PATH cRAOE.
4" MCT II METER MANIFOLD BACKFLOW PREb'ENTER ooueLE CHECK oETECroi? Asp coMPOUND MncNEnc DRIVE METER pOUBLE CHECK ASSEMBLY CASTING FRAME AND RISERS SHAl1 DE SET ON RUTVL-RUBRER ~ J LC7 HECK DETECTOR ASSEMBLY s_'_-___C~ RGPE. CATALOOII~NO,2973 Q
I-•- 8~'°" 6"x4'x4" - 4"x4"x4" - 4"x3°x3" - 3"x3°x3" 8.'6. r°- ~ WN 9._~. t~UJi h ~ Q u_- 3' MAX CATALfJ0UEM0. Q w ~ D-
L' - - _ _ I _ ~ - - - - ---------T - ~ 24' DIR. MIN. ~ 2" MIWMUM ~AMETER 4ENT LINE ~ R-~iT4A ~ U Q O -
ORVN { ~ SLEEVE \ 8 AIIN. i I 38"flxfL GPOOL e'-g" ~ } 1 ~1 r~ExIeLE TO BULLRING PLUABING VENT MUST POSIIDNED ~ ~ O I L°V~ / SLEEVE Nlcrlee rNAN THE cDN Inddvatoceclamout X
- r 4"DA.PIPE 1 ~ I 1 D1PtPE @~ ,,f`J \ ~ BAFFtE WALL. C , H ~ N ~ I ~ ~ ~ r ~ K..}' ~ 4'-B' vault lap shall 6E eaI f ~ D , ~ ° . ~ ' D • r D=... UpThbG ~OddblK/ I- J li to
n - _ ~ _ ^ r_... _ d K I /12 ~I - r_x3~ 150^ on hMtyi-mbher 0°alant-~ ~ • ~ MStIb11G1tlfGYMdPlIUlOfld ~ p (y
~ if ~ _ (U!tAN I 03.PIPE _ ~ {6 6 ! y~ ,HOLE. ~ ~ 1 I ,-s; ~ ~ ~ IsD" I- t,~~ ! + 1 r ~ E ~ ~ fs" I as°i 6"~ U Z d O N
9.1. PIPE ~ _ ~ ~ ]4" _ L~ FlE%F3?E II., FLE%?BLE 27" ~ SLEEVE ~ ~ ~ ~ '-!~.7. ' ; q- - i ' ~ ~ t8"max. Q Q O a ' ~ _ B"min. ~ d' `._..I ~ ~ _ STATIC WATER iE44
SLEEVE 115• 1 ~ } SUPPORTS I I ~ I ~ ~.~n- - - -a - INLET ~ ~ OUTLET
I n. L T E 1 .,,,.I a , i ^P710hiAL ounEi EoR 1/3 9`COWCtlkTE 1/3 > ' ~ FD A15ER ~ro~wu . ~EwA~ '
SLEEVE 1`~ ' ~~.~,~~-U` lll~~ ! 13" F4VISH GRADE A:x 6' d1.4iMINUM VAUIi ACCf$5 DOOR _ dINUM VA'JU ACCE55 0.08 A, i - @ SNhl1 SLOPE FROM VAUIi ~~1~ ~ '
~i~~ CARNPIACEGAiI~T o~ ° ~/3 'p STANI~S1®.MICf10R ~ i NIAt~TON ALL NIET
F1N1S1{ ORADE 4'x 6' ALUMINUM VAULT ACCESS -`DOOR CRAOE SHALT SEDPE gIEEVE~ IRON VAULT I FAT p~' AIDOUtIFTiE'S
p ! 1 1 FINISH GRADE , h { CRAOE S.W_L SLOPE 'ROM VAULT 4ERSEY 1 ~ 4x6' AS,LIy;N,C1A VAULT ACCESS DOPR_ ~ ! ' REINFCRCEO ' ~ ~ .a ~ ~m ~ i , 1 VAUIi s w?
..k--___ MCi II METER I _..r,_~....~.-_. j y <O" 3D" "f" RD?NCREtE ~ r ~ ~ B S 2/3 .2/3 I}j MI .
VAULT I ~ 72 D.G. ~ i ,2 I REMFORGED - - / qp`' ~ I SEf OFFSET k~ { ~ / I,
`"jj ' FAVI- "<'.SI R1dNT DETAIL i U_ - _ - ~I ~r ~ ~ CONCRE(E FILLE? I 8 R91FOR'(~ COIiCREtE WM13 C9NCRETE FILLE? iq~ jr
OFP~f ~ _ Q i ~ 8" PVC SUPPORTS 1 5" PVC SUPPORTS ~ 1 9 . ~ ~ ' ' 'dN I t2"eRaIN HOLE ~ ~ . ,
a ^aUPPORT - COUP9NG ~ I I . I - ~ 6"'MIN. 12"DRAIN HOLE p cREr Fr;>:D I 118• RESxam~r _ ~ . ! { ) ~ ( a i ~hvc Dams 'W ~ I ~ DruIN ouner- E%7E1:0 TU GRADE AT 1X SlCPE Mip,
<^oevN u - h ~ ~ w , o na ~ a u PoRrs- Ex1ENU TC GR,4DE I IB" B'!AIN, i2'DtUM1N HOLE 004°gg I^ CONCRETE f16:F0 ( _ AT IR SLOPE MIN, { 5"P.V.C. ~ L I MIN.;2" OF ~5 5rONE . , 2/J IengSh 1/3 LENGTH---~ MMd7" bF ~5 STOhE
6"MtN. 'RAIN kOL'.-^ h ~ \ OU7 E7-. DR41N ~7E: ti°] 1, ALL PIPES MINIMUM 6"' DIAMETER PVC.
MIN. t2" OF k5 STONE ~~dO A 71 bD5LOPERMRN. 2. OIL~WATER SEPARATOR SHALL BE H-20 TRAFFIC RATED.
MIN 1r of ps sTOn~ DRAIN Slff; 4° 3. CASTINGS AND LiDS SHALL BE EJIW 1020 SERIES OR EQUIVALENT, NON BOLT-DOWN.
4. ALL EQUIPMENT AND COMPONENTS INSTALLED WITHIN THE OIL~WATER SEPARATOR MUST BE MANUFACTURED FROM ~
CITY OF W}NSTON-SALEM CITY OF WlNSTON-SA(_EM CITY CF WINSTON-S~ CEPARTA4ENT OF PUBLIC WORKS DEPARTMENT Of PUBLtC WORKS DEPARTMENT OP PU6IJC WOR iF WINSTON-SALEM r" a~rMF.tiq of Puauc woRNS NON-CORROSIVE MATERIALS. N
ENGIt~ERING DMSION ENGINEERING DMSION ENGINEEf~NG DMSiON N T.S. REYteEC 2-+'s-os APPROVED N.T,S. RE`n5E0 12-22-W APPFOVEp Id.T.S. REf1SEO +2-22-as ~GINEE~NG avlsloN 5. VAULT CASTING JOINTS SHALL BE CONSTRUCTED WITH AN APPROVED TYPE WATERSTOP. ~ ~z APPROVED 6. WATERPROOF, NON-SHRINK MORTAR SHALL BE USED TO COMPLETELY SEAL AROUND SEPARATOR COMPONENTS THAT ~g~
oc4usNa: onurs/ura> CC-14 CC-22 nttu:s/ozrv,s Gq-~~ PENETRATE THE VAULT WALL INCLUDING, BUT NOT LIMITED TO, ANCHOR BOLTS, VENT LINE, AND PIPING. ~~o
7, IPANEX OR AN APPROVED EQUIVALENT CONCRETE ADMIXTURE SHALL BE USED. Eon
~JD 8. INLET PIPE INVERT SHALL BE A MINIMUM OF 2" NIGHER THAN THE OUTLET PIPE INVERT. ~~o
`j o
U ~ ~ d o~os
STANDARD OIL/WATER SEPARATOR cooao3 ~ ~ a~
NOT TO SCALE Z ~ awo a W -o~g
yap U
Z ~
E tae Q moo. rc WW .
W ~~w°
d a a ® W u-' o
N ~ ~ ~ Z r`~m ~J Q OaZ
O ~ Ep < G x
O N O C N ®W U ®n~ W ~
N 6 W (Y
O O I- SEAL \~~pUNUICII~llrlli/rr~gj~ Y ~
pt N 'p N / p~/p~~ (Z")
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U 'o U) z 033687 - SHEET NO.
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O 0 O O 008,03
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66
LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS C008-01.dwg

70~ MIN.
w (s' MIN.) T2" MBN OF NCDOT 1' FREEBOARD CROSS-SECTION 12" MBN OF NCDOT #5 w=5' MIN,
TOP of DAM ~ OR X57 WASHED STI OR #57 WASHED STONE r_~r~` - ~ - - - x , { ~T}=°1.5' MIN. /Y'1
T (7.5' MIN.) SPILLWAY CREST L FDR LENGTH SPILLWAY DESIClN HIGH-WATER TEMPOD~ NSEDI~EMM tRAP SIEE.. POST 8' MAX. sTm Posr 3600 CU Ff /ACRE ;RE I STEEL POST 0 ~•/~~J z ~.~,.J
REMOVABLE TRASH RACK IS CPHDNAL DRAINAGE FOR EASE IN MAINTENANCE. WIRE FENCE AREA < 5 AC. ry• f
M (t' MIN.} WELDED TO CMP RISER BACKNG +---ANTI-VORTEX PUTS i FlLTER FABRIC ~ ~ ~pl,~ ~ H 1'-6° MIN.
PoSER CREST _°_.~---"°-TRASH RACK 2 2 ~ ~ H 1 ~ ~ 1 WOVEN FlLTFR FABRIC ~ ~ ~ 6 MIN. .I NOTE: AT CENTER STRUCNRAL STONE SHALL BE WOVEN FlLTER FABRIC
FLEXlB b I y~DR LENGTH TO 2:1 SKIMMER HOSE ~y WIDTH y ,~.u (CLASS BO STONE FOR EROSION 11 s CONTROL PURPOSES. 00
CLEAN OUT ~5 WASHED f RATIO 1,,1~~,, ~ STAKE STONE FILTER RIP-RAP APRON o ~ ~ ~ - MIN. CU.OFi. a ~ ~ a , F ~ f<a~,_ ~„z~~`: SEDIMENT CONiR01. STONE SHALL ~ BE No.5 OR No.57 STONE. ~
H ANCHOR SKIRT 6' MINIMUM VOLUME PER AC. 1.5' MIN. REDUIRED DISTURBED) 1.5' MiN. ~FlLTER b I I
DISCHARGE PIPE (BARREL ~ N2 ' FABRIC I I ( I I I I I I ( I N
a,~ PLAN VIEW BOTTOM OF BASIN SURFACE (Sq, GENERAL NOTES: STEEL Fvsr ~C`' PER GFS DESIGN SETTLED TD I I 1 1 9 1' I 'm
~~~'*"a : ~ 1. FlLTFli FABRIC FENCE SHALL BE A MINIMUM OF 32° IN WIDTH AND REQUIRED q10) t ANTI-SEEP COLLARS SHALL HAVE A MINIMUM OF 6 UNE WIRES WITH 12° SPAY SPACING. OVERFlLL 6" FOR SETTLEMENT
CONC. ANCHOR SIZE e 1.5 X DIA PIPE -CENTERED ON PIPE 2. WOVIDN FILTER FABRIC BE USm WHERE SILT FENCE IS TD REMAIN ? Fl F 21" MIN. - I DATA BLACK 2 EACH MINIMUM - EWALLY SPACED FOR A PERIOD OF MORE THAN 30 D4YS. ~ LTrR ABPoC ~ _ _ Z1" MIN. ~ X~ * -',0~' I
S ~ ~5 WASNm STONE - BASIN DRAINAGE DENUDED CLEANOUT H L S T W D RISER BARREL Et4RREl 3. SIfIl POST'S SHMl BE 5'-D" IN HEIGHT Mn BE OF THE N ~ ~ ROw 2'-0"
AREA AREA REQUIRED PROVIO® DEPTH (FT.) (FEET) (FEET) (FEE[) (FEET) (ffEf} (FEET) (FEET) DIAMETER DIAMETER SLOPE SELF-FtS1ENER ANGLE SYEEt rrPE ~ ~ pQ4' (ACRES (ACRES} (CU81C FT.) (CUBIC FT. H/2 ~ _ J+I ` R ~ I~ a. TURN SILT FENCE UP SLOPE AT ENDS. N NOTE' L ~ ~ E a L=1D' MIN. ~ry~~C~~ EMERGENCY StEELPOSf BY-PASS 6`
1 16.52 18.52 29,736 50,752 4.0 8 20 1 6.D 1.5 5 1.5 36 24 O.Oi00 - . ~ v:.; 2 33.76 33.76 60768 82969 2.8 S 20 1 7.0 1.5 5 1,5 54 36 0.0134 5. a' aRANCE 6AFEtt FENCE Is REOUIRm AT BACK of SLT FENCE I PLEASE REFER TO WTEN GRADING IS AAUCENT TO SWIM BUFFETtS, SIRFAA75 OR WEMNDS NCESCPDM SECTION #6.60 f , 4 '~''~'°^-s1~ , ~ ~ WOVEN FlLTER FABRIC WOVEN FlLTER FABRIC A BeLDw SETTLED TDP
3 28,71 28.71 51,676 62,064 20 4 20 1 120 2.0 5 2,0 48 30 0.0550 (REFER TD SWIM BUFFER GUIDELINES). THE COLOR ORANGE IS flESEYID FOR IN UEU OF BURYING SKIRL, s' Of FOR ADDITIONAL DESIGN 2' TO 3.5' ~ * ~ VISUAL IDENBIFlC4TgN OF ENVIRONMENTAll.Y SENSIRVE AREAS. ~5 WASHm STONE 6147 BE U5m SPECIFICATIONS REGARDING ' yOQ+ OF DAM i'-6' MIN. 3' MAX.
6 81.99 81.99 147,562 408,744 3.75 7.5 29 2 13.5 1.5 5 1.5 72 48 0.(1085 6. DRAINAGE AREA CAN NOT BE GREATER THAN 7/4 ACRE PER 100FP OF FENCE. OVER NRNDOWN. TETMPORARY SEDIMENT - - ~ ~P NATURAL GROUND ~1
8 11.45 91.45 20,610 22,803 2.5 5.0 20 i 5.D 1.5 5 1.D 30 18 O.D600 SLOPE IENCrxs O4N Nor Exc® GRITERw SHOWN IN TABLE 6.6za TRA'PS' NORDi CARgldA EROSroN AND SEDIMENT CONTROL PLANNING Ain DmcN MANUAL MAINTENANCE NOTES: FILTER FABRI 1D 3'73 3.73 6,714 1D,686 3.D 6.0 2D T 12.D 2.D 5 2.D 4B 3D O.D550 8. 00 NOT INSTPLL SFDIMENi FENCE ACROSS STREAMS, OITCHES, WATFFNAYS OR 1. FlLTER ButRIERS 56+All BE INSPECfm Bt TI# FlWNCMILY DATA BLOCK FABRI X=T MIN NOT TO SCALE 2 I DATA BLOCK ~ 1~ ~ Flow FLOW
BOTTOM STORAGE ISER CRE SPILLWAY TOP SKIMMER SKIMMER OTHER AREAS OF CONCENTRAIID FLOW. RESPONS6LE PARTY OA HIS AGEM IMMEDMtELY AFTER EACH RAINFALL ANO AT LEAST DAILY WRING PROtONGm RWNFALL. TRAP N0. DRAINAGE DENUDED !VIDEO REQUIRED PROVIDED DEPTH (FT.) (FEET} (FEET) (FEET) (FEET) (FEET) ~ W
EIEY EiEV ELEV ELEV ELEV PIPE ORIfiCE AREA AREA Qn REQUIRED PROVIDED REQUIRED PR01 FEET) (FEET) (FEET) (FEET) (FEET) DIAMETER OWAETER NOTE: ANT REPAIRS NEIDm Stall BE MADE IMMEDlA1ELY. (ACRES) {ACRES) (CUBIC Fr.) (CU61C F1.) (SQ FT.) (SQ t. THE RISERfBARREL SHALL BE DESIGNED 2. SHDULD'THE FABRIC DECOMPOSE OR BECOME INEfTECiNE PRIOR TO THE END q 5.00 5.00 14.73 18,000 18,690 6.4D5 15, IC Ff.) (SO FT.) (SO FT.) H 2 ~ 1,690 6.4D5 15,000 3.5 7.0 14 1.5 5 7 ~
1 918.0 9220 926.0 921.0 928.5 5.0" 5.0` TO CARRY THE 2-YEAR STORM of THE rowECTEO usA61~ uFE aND THE BARPoER snu Is NECESSARY, THE 370 3$D3 6,728 2.5 5.0 10 1.5 5 7 1' SEDIMENT SIRUCNRAL STONE
2 899.5 9D2D 904.5 905.5 907.4 7.5" 7.5" 2. REFER TO DETAIL i6/C008.04 FABRIC SHALL BE REPLLACm PRDnPTLY. 7 2,50 2,50 7.36 9,000 9,370 3$D3 6,7 3. SEDIMENT OEPOSRS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. 3 893.D B95.D 897.4 896.D 9DD.D 6.4` 6.D' HALF THE HEIGHT OF THE BARRIER. ANY SE01MENf OEPOSHS REMNNING iN 9 3.18 3.76 9.31 11,376 11,832 4,Da8 7,8 ,832 4,048 7,688 3.0 6.0 10 1.5 5 7 CONTROL Z
PLACE AFTER THE SILT FENCE IS REMOVED SHAH. BE DRESSm TO CONFORM 11 2.96 2.96 $.72 10,636 11,988 J,792 8,7 6 896.0 899.75 903.5 905.5 907,0 75' 7.5` TO THE IXISTING GRADE, PREPFRm AND SEEDID. ,988 J,792 8,748 3.D 6.0 10 1.5 5 7 ~ STONE Q
8 926 928,5 931,D 932.0 933.5 4.5" 4,5' NOT TO SCALE 008 NOT TO SCALE h
10 893.0 896.D 899.0 900,0 902.4 6.0" 6.0° 0~'~ 2 4 Qo
TEMPORARY SIFT FENCE TEMPORARY SEDIP ,RY SEDIMENT TRAP SILT FENCE WITH ROCK CHECK DAM OUTLET oaao ~o
NOT TO SCALE 008.0 RISER TYPE SEDIMENT BASIN
0 0 ~
GENERAL NOTES: FlLL SLOPE 0 0 ° ~ 2° MIN NOTES:
1, RiPRAP SIZE TO BE DESIGNED BY ENGINEER. STEEL POST MAN. STEEL POST CREST WIDTH z 1. A STABILZED ENTRANCE PAD OF ;RS WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE ~
WIRE FENCING 2. CHECK DAMS MAY BE USED N SLOPING DITCHES 2' MIN WIRE FENCING COMPACTED BERM TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. ~ Q 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. ~
OR CHANNELS TO SLOW VELOCITY OR TO CREATE FlLTER FIBPoC SEDIMENT TRAPS. r-W' MIN. F1Njsx r (SEE NOTE 2) 3. THE ENTRANCE SNAIL BE MAINTAINED IN A CONDITION WHICH WiLL PREVENT TRACKING OR FLOWING OF SEDIMENT ~ m p
wwEN RL7Qt FABRIC ~ ~Fww 3, ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE / s wASHm sr°"~ N~tTURAI.GGRpE 1.0' BoTtOM R 1.0' BOTTOM ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL m WIDTH STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ~ Ui 3 ~
o ~ y9~ TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE uN0 WIDTH Fy DOWNSTREAM DAM (SEE DIAGRAM BELOW), z 111 ' T 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. N o o ~
1 a CLASS 6 RIP RAP 7 FLOW 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
w ~ 2' MAX N AT CENTER ANCHOR SKIRT 6' MINMUN 37 = WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. o00 y` o ®,`n
' IN UEU OF BURYING SKIRT, 6' OF ~N~,,, u,Y ~ usED iN= _ A MAXIMUM SPACING k9t0~9 a a j GRO 6" - p5 WASHED STONE woo
~ =f l~} ~ ~ B 6 6' GENERAL NOTES: Ixl}c 6' ONp 3' - W2 STONE ~ ~voiO~i
stTiL PGSr =11~IIhTil~llltlll_I11 E _ I_= ~ a' m w t. FILTER FABRIC PELAGE SWtti. 8E A MINMUM OF 32' IN WIDTH AND i_ll)< r _ ` SHAM HAYE A MWIMUM OF 6 UNE WBtES WITH !2" STAY SPACING. FENCING IlhAi- Permanent Diversion Ditches ~ men r 100' MIN. ~ 3~~~ Z
2. F'OR A ERIOD OAF o~ Tiuaa~ao ~~sILT F~.rroE 1s ro REMa" = FILTER FA~ac A AND B ARE AT EQUAL ELEVATIONS PUBLIC STREET ~ ~ mYd N NaA°o ~
. STEEL POSTS SHALT. BE 5'-O" IN HEIGHT PND OE OF itNE ~ }5 W1SHm STONE GROSS S,~CTON Tike Ot Q=CIA t 3 SELF-FASTENER ANGLE srEa TrPE. ~ ~ ~ m~ ~ DitciT Area Slope Concentration Intensity ~ C=0.60 I C=0.60 Depth EzlsnNC GROUND' oa `o. K o
4 WIRE FENCING slw.t BE AT uASr }10 GAGE wmt A M1NIAkIM of ~ " (acres) {min} Gnfhr) (ft} NOTE: M~ sTaNE saL srABluzanDN FABRID V
6 UNE WIRES WTM 12° STAY SPACING. 5. NRN SILT FENCE UP SLOPE Ai ENDS. t'-s' MIN. - 1. DITCH SHOULD HAVE LDNGITUDINAI SLOPE OF 1%. UNDER y5 WASHED STONE iT5 WASHED STONE Qj 7,5 0.5? 2. SILT PENCE MAY BE REQUIRED BEHIND BERM
- I J - 6. WIRE MESH SHALL 8E MIN. 13 GAGE WHH MAXIMUM 12' OPENINGS. - _ 7. WIRE ANO MASHED STONE WILL BE REOUIRm AND NOTED DN PLANS WHEN: 'W~~ _ '"`11 I-`I~~1i ~ ~I~Q~ 37~ 100' MIN. ~ ~ 05 37, 7 ' %r,
A AT TOE OF SLOPES GREATER TNNV 10 FEET VEIi11CAt 2:1 SLOPE d' MINIMUM { ) lu~l~llI= _ =tllJp~„ 3 CSC - Z03 3,8 B. AT DENUDED UMTfS WHERE AN UNDISTURBED BUFFER IS 50 FEET IN9N9H~Itl_ - 9' MIN. II~M-11+?+V= - - 03 3, 8 t~ 55 6° - w ~ S
DA LESS AwnY MAINTENANCE NOTES: Tpl-+_ +y7~1L:. q 4-3'f 8.. (.03 98.2 1. FlLTER BARRIERS SHALL 8£ INSPECfm BY THE FlNANCWLLY -111_ B~- _ - 03 _ 982_ 0.55 ~ o
8. ORANGE SAFETY FENCE IS REgUiRED AT pAq( aF SILT FENCE RESPONSPtE PARTY OR HIS AGEM 1M6,iPolATELY ApER EACH U+91+ 2-H~ ~I ~.QJ 92.4 WtErJ GRADING IS PDJACEM TO SWIM BIffFERS, STREAMS OR WETLWNDS I- uhi, RAINFALL AND AT LEAST DAILY DURBVG PRDLDNGm RAINFALL 11i-_ 'i !.0,~ Q.3 (REFER TO $WM BUFFER GUIDELNES). 1HE COLOR ORANGE IS RESEVED FOR ANY REPAIRS NmDED SHALL ~ MADE IMMEDIATELY. 'RI=+„ III~A FlLTER CLOTH ~ T U ` _ ~ 03 92.4 r a° ~ v~ ~ rn p3 4.3 0.~?_ ~ ~ >u
J-IIti - Y15UAL IDENi1FlCATION OF ENVIRONMEMAIIY SENST(NE AAFAS. INa=9 III=i= - - 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTNE PRIOR TO THE END It+~1~1=A•tll=t ~1=III=+II=M~- ~ J.2J '.Q~ 9.9 03 1.1 02G m
9. N i F OF THE ExPEC1ID USA&E UFE AND THE BRRIER SPILL f5 NECESSARY, THE e - ~ J1,-0- 1 / DRAINAGE PREA CAN OT BE GREATER THAN 4 ACRE PER 100A D FENCE t++= gIJ1>=11-11111JV INmIjIJl+:apJl+_U13 a r. 7 r. 1 J ?_5(:I ~ ~vo 6,3 70. SLOPE LENGTHS CAN N01 EXCEm CR(IERM SHOWN IN TABLE 6.S7A FABRIC SHAH. BE PtFPUCED PROMPTLY. 03 6 3 0.6? SOIL a sTABIUZA1wDN _ _ _ _
NORTH CAROLINA EROSION AND SELYMENi COM'ROL PUNNING AND DESIGN MANUAL 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPO505 REACH ARPRD%. Q`[T, 9. Qi1' ?-t)'f~ ~-v.i S,4 NP1P TF~ HEIGHT OF tHE BARRIER. ANY SEDIMENT DEPOSITS REMMNINC IN - 11. DO NOT INSTALL $EDIMETT FENCE ACROSS SNtfAMS, DITCHES, WATERWAYS OR pUCE AFTER THE SILT FENCE IS AEMOYED SHAH OE DRESSm TD CONFORM P~N 1 O Q.6 f '~.J~+l~~ /.0~ 2,6 i':i 5,4 u.65 FABRIC ~ os 2s a NOT TO SCALE "
OTHER AREAS OF CONCENTRATED FLOW. TO THE IXISTING GRADE, PREPARm AND SFEDm. m -
NOT TO SCALE NOT TO SCALE Note: All bottom widths to be 9.0' NOT TO SCALE g ~ g
5 STABILIZED CONSTRUCTION ENTRANCE ooa.o
HIGH HAZARD TEMPORARY SIFT FENCE s GARY SIFT DITCH ~ U UVYN
008'0 TEMPORARY ROCK CHECK DAM TEMPORARY SIL 008.0 ooa.o ~ s ~ •rll o tnh
Z ®owm
INLET zDrrE 35X GENERAL NOTES; OF SURFACE AREA N U p019~ STAPLE ~
INLET zoNf 2sX 1. UNIFORMLY GRADE A SHALLOW DF suRFACE A(aEA DEPRESSION APPROACHING THE PATTERN "E"
uair zoNE 25X INLET, OF SURFACE AREA T \ / KEY ANCHOR MATERIAL AT ~ ~
ourltr zoNE 7sX 2. DRIVE 5-FOOT STEEL POSTS 2 a, uAX X05 ~ of suRFACE AREA GENERAL NOTES: FEET INTO THE GROUND GENERAL NOTES: ~0 ~ ~ 0.63' 3.3' ~ \h t~0 TOP OF SLOPE. 0
i. DRIVE 5' STEEL POST AT LEAST 24' SURROUNDING THE INLET, SPACE \ ( ~y WASHED gTONF ~ I:::::::, r r r r r r 1-IC~7
INTO SOLID GROUND. POSTS EVENLY AROUND THE 9-GAUGE HARDWARE CLO 1. SEDIMENT SHALL BE REMOVED AND TRAP ' PERIMETER OF THE INLET, A _ MESH OPENINGS) RESTORED TO ITS ORIGINAL DIMENSIONS W ~ 2 USE STAPLES t' APART HORIZONTLLY MAXIMUM OF 4 FEET APART, WHEN 1HE SEDIMENT HAS ACCUMULATED
X AND VERTICALLY TO ATTACH THE TO t/2 1Hf DESIGN DEPTH OF THE TRAP. A \ !r- v FlLTER FABRIC TO THE WIRE FENCE. 3, SLIRRIXIND THE POSTS WITH WIRE se^~° STORAGE tti('`'`x::i'7f::,. , r ~ j O ° e~ AREA 'g:::::::r:,r,..,r.1. r 111 T::: ~::::.:-...7:1. r ~ ~
~ ~ MESH HARDWARE CLOTH, SECURE j`, 2. REMOVED SEDIMENT SHALL BE DEPOSITED 1.6T r::::::: r
Fah ~ X 3. SPACE THE BAFFLES ACCORDING TO THE WIRE MESH TO THE STEEL IN A SUITABLE AREA AND IN SUCH A THE APPROVED PLAN. POSTS AT THE TOP, MIDDLE, AND 9 H ' eta; MANNER THAT IT Wilt NOT ERODE. BOTTOM, PLACING A 2-FOOT FLAP NCDOT ~5 OR #57 , „ " 2,
\ 4. THE FLOOR OF THE BASIN IN THE WASHED STONE c ~ OF THE WIRE MESH UNDER THE 3. THE STRUCTURE SHALL BE INSPECTED BY OUTLET ZONE AND BERMS SHOULD STORI GRAVEL FOR ANCHORING IS THE FINANCIALLY RESPONSIBLE PARTY DR 9da'° SEAM c a. r ~ t- STORAGE " ` 6" OVERLAP !N SLICE ~ n.o
/ BE SEEDED IMMEDIATELLY AF1ER RECOMMENDED, HIS AGENT AFTER EACH STORM EVENT ARE, / i^iRTN X THE BASIN IS CONSTRUCTED. '7 7s" MIN. ANO REPAIRS MADE A5 NECESSARY. AREA CATCH ,ee•°°e°ti° ~ $I)TCN 3.75 STAPLES PER 50. YD. ' r ~j ~ ~ ~ L ~ =e,°°. ,e BASIN HIGH ROW CHANNEL AND ;',;r,, , -r W ~
,4F.,_ i / Q~RM 4, PLACE CLEAN GRAVEL (NC DOT #5 / OR #57 STONE) ON A 211 SLOPE _ _a 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED SHORELINE
WITH A HEIGHT OF Lb INCHES OUT IN SUCH A MANNER THAT EROSION AND ~p~ AROUND THE WIRE, AND SMOOTH TO 2' WATER POLLUTION ARE MINIMIZED. 4 ~ 4~0~ eb?",.g~ ° +•.g. r NORTH AMERICAN GREEN r SC25Q WITH STAPLE PATTERN "E' Q Q O O N
o O(/ AN EVEN GRADE. ~ r(Fr 5, THE SEDIMENT 'TRAP SHALL BE REMOVED AND
5, ONCE THE CONTRIBUTING DRAINAGE NCDOT #5 OR X57 THE AREA STABILIZED WHEN THE DRAINAGE TOFJ AREA HAS BEEN STABILIZED, WASHED STON BASIN HAS BEEN PROPERLY STABILIZED. / ~ ~ ~ \ •''•h::,~ ~ WATER TABLE U- ~ ~ 0
X ANDOESTAB ISHUFINAL GRADINGT~ PLAN VIEW PLAN VIEW ~ \ ~I
4'-D" MA%. SPACING X_-.`X~ ELEVATIINJS. FlLTERED 6. ON LARGER DRAdNAGE AREAS RIP RAP MAY WATER BE REQUIRED UNDER THE WASHED STONE.
6, COMPACT THE AREA PROPERLY AND ~ .g 3' s1EEL Pasr STABILIZED IT WITH ~ ~ ~ ~ ~
GROUNDCOVER, '~~1" ~W NorES ~ ~Ow ~ ~ Na 1. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO
FLOW ~0w 7. INLETS OF MORE THAN i ACRE OF Iz' MIN s• x 6' TRENCH " DRAINAGE REQUIRE EXCAVATED MAIN(AIN DIRECT COMPACT WTDi THE SOIL 00 NOT STREPCH. t2° Mx1 CATCH 2. ° DIMENSIONS SHOWN ARE MINIMUM, MANUFACNRED PRODUCTS KEYJANCHOR MATERIAL TO TOE OF SLOPE, s-
EuGKFltt AND caMPACT STORAGE AREA, FENCE AND iA9tiC BASIN MAY HAVE ADDRIONAL REQUIREMENTS THAT MUST BE MET.
3'-4' BURIm IN TRENCH ~ ~ ' 3'-4' 3. SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLODS, STICKS, GRASS. MAT/BUNKEIS SHALL HAVE GOOD SOIL CONTACT.
1 l Ili o SECTIOP ~T~1 =L~ I SECTION A-A
Ili
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
g HARDWARE CLOTH AND GRAVEL 10 12
STONE INSET PRO BAFFLE INSTALLATION INLET PROTECTION 008,0 I~ET PROTECTION ooeo EMBANKMENT MATTING DETAIL aoa.o
008.
t9 A (tO tsq i. CLASS OR MmUN 5QE flIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON wy, LENGTH AS NECESS4RY PLAN VIEW i-aAFfiE SEDIMENT BASIN ~ ~ )~4" ~
B C CRmCAL FOB•!TS 1D BE DESIGNm BY THE ENGIFfER. ~ ~ RIA~ SELnax TO GO THRV DIKE DESIGN CRffERlA ~ w%§;"~~~3~'~a,Rr'~~~' ,i ~ SEDIMENT Pff ~N'
(15 ql) A. OVERLAPS AND SEPALS 2 REFER TD TFX EflOSroN ANO SEGMENT CONTNOL PLANNING AND 061GN M4NUAL C~ / B. PROJECTED WATER UNE FDR RPRAP APRON DESIGN STANDAA05. RIP ~RLTE y ~ C. CHANNEL BOTTOM/SIDE 3. RIPRAP 56i01A.D E(TEn UP BOTH SIDES Oi TINE APRON AND AROVNO THE En ~ ~ RIP RAP 4 WASHED STONE NOT REOUM2ED IF BASIN 4:', ki~"li _ v FlLTER BFRM IS LOCATED DOWNSIRFAM DRAINAGE h NOTES: N rw
I) ~ ~ A SLOPE VERTICES DF TFE PIPE DR CIRVERF AT THE DISCHARGE OlRLk7 AT A MAXIMUM SIAPE OF 4' MIN. PIPE (GLOB e L )1 B 21 AND A HENtl1T NOi LESS THAN TWO 1HIR05 THE PPE DIAMETER OR ~ ' C CULV7FT HEIGHT. y (CLDS 30.12) OF PIPE 04JREf. AREA tiD AG. ~ ~Z (VOLUME PER CLOS 30.12} (ACRES) 1. REFER TO NCESCPDM p
4. THERE 9NN1. BE NO Qv1TF1.OW FROM T6$ END OF THE APRON 1O THE 1.5' MIN. it EDIMEM PIT , ~ SURFACE OF 1HE RECEMNG CHANNEL THE AREA 70 BE PAVED 012 RPPAPPED . SECnON #6.61 FOR Cho MIN. ADDITIONAL OEStGN -a~
, ~ (ts cMJ Srlall BE UNDERCUT SO THAT TIE INVERT OF 1HE APROM SFVll. BE AT THE FLIX18l£ PIPE x ~ ~ SAME GRADE (FLUSH) WTM iFP SURFACE OF THE RECEMNG CH4NN4. THE ~ti,, ~ Tt O APRON SFIM.L HAVE A CUTOFF OR TOE WML AT THE GOWNSIREAll END. RE DOWN t0' MAX. SPACING ~ LENGTH TO SPECIFICATIONS m I WIDTH RATro 21 REGARDING SEDIMENT ~orc BASINS. 67 o
~1'`'` j p lY i j 5. WIDTH OF T6E RECENtlIC CH4INEL MAXMIM TMER~TU RECEMNG CFMNNft 53 11E DOWN Ai END ` ~N4
t ~ ~ ~1s Cu NOTE: B. A11 SUBGRADE FUR STRUCNRE ib 6E COMPACTED TO 95X OR GREATER. S y e e A,_~__Ii7 4 i > • HORIZONTAL STAPLE SPACING SHOULD BE ALTERED 7. Tiff PPCCING OF FEL ETIER LOOSE DR CONPACIED IN THE RECEMNG >r a' (MIN}• °s~~ MAX. ~ ~ i• 2. REFER TO NCESCPDM LENGTH TO 6.1 i SECTION #6.65.1 FOR ~ \ UI~N ' yr~'"* ygDTyt RATip BAFFLE SPACING AND ~ V 0
~ ~ , Y ij ~ IF NECESSARY TO ALLOW STAPLES TO SECURE THE CHANNEL SHAL! NOT ~ N1UYtD. ~ DIAlAEtER (MIN. 15'J T CRmCAL POINTS ALONG THE CHANNEL SU~ACE B. No BEnS oR cLm~ES tt+ THE HaRlzoNru AIJGNMENr DF THE APRON SKJMMER 11~ ~ INSTALLATION. tc v?va, n,~ CT .o
~ ~ 7 4 ' ' I- sTM 5.12.5 tMi r• IN LOOSE SOIL CONDfiIONS, THE USE OF STAPLE BE PERMtTIED. ~ y ' 9. FlLTER FF&21C SNLL BE INSTALIID ON COMPACTID SUBGRiDE PRIGR TD PR FI , voLOME a1. Fr. OEWATERING LL ~ any ,.e a' " REDUIRFD QER AC. a ~/ICE . W 0 ~w
' . ~ OR STAKE LENGTHS GREATER THAN 6' (95 cm) MAY ouvACxoN j t , ~ ~ _ . © BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. PUCEMEM OF PoP RAP. " ~ AKE 10. MN OISRNiBm AAFA FROM ENO OF WRON PD RECIENNG CHANNEL ~N ' ; DISTUi~ED) ~ ~ < 1 ; e%coos ~5. ~ 1- ~ r^ °-r~~
, ~ ' ~ MUST BE SPBIl1Zm. -6 • . U~ USDA NWOGPAPH FROM NC SWIMENT ANO ENOSgN CONTROL MANUN. PoP-RAP AP EARTH DIKE 435 ~ ~ ~ ~ VJ o
(is ~ ~ ~ ETA ' AT LESS THAN 9X SLOPE SURFACE W ~ ~4 ARFA (SO. Ff. ~ ~ S D o V PER CFS q ~DUIREO D,°> CROSS-SECTION VIEW W ` ~ Z W ~~a
_ _ NL RP RAP APRONS TD ~ 6RWFD LATIN Qi S10PE e x ur>PL ~ ^0 1~.; 1. PREPARE SOIL BEFORE INSTAWNG BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF UNE, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SE® DO NOT SEED t ~M ~ Td ~ ~ SRS ~ EXTEND TO EDGE OF OISTURBANC 0
PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WffH PAPER SIDE DOWN. Z Ol~lS$ I ~OIRRm ~ r MN xaa 6° MIN. INVERT ELEVA.nONOARD EMBANKMENT ~ ~ ® ~Wo
2. BEGIN AT THE TOP OF THE CHANNEL RY ANCHORING THE BLANKET IN A 6° (15 CM) DEEP X 6" {75 CM} WIDE TRENCH WITH APPROXIMATELY 12' 30 CM) OF BLANKET t'-a' n>Q F~c ~ EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 72° ~3D CM~ APART IN THE OUTLET Lo (ft) Wi (ft) W2 (tt) d50 {ft) dmax (ft) 'T (ft) H {Fl) lK N®ml BOTTOM Of THE TRENCH. BACKFlLL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING t2 (30 CM) PORTK)N OF RISER 1 19 6 27 OS D.75 0.09 1.33 OF EMERGENCY SPILLWAY ~ ~T ~ ® ~~o _ U
A OSS THE WIDTHROFETHE BIANKETPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) 1.a .9 CONSTRUCTION SPECIFICATIONS: Z W Na IONS: ~ Z ~ ~ ~ o3m
® RISER < 36 9 39 2 0.28 2.00 3. ROLL CENTER BLANKET iN DIRECTION OF WATER FLOW IN EIOTTOM OF CHANNEL BLANKETS WILL UNROLL WTDi APPROPRIATE SIDE AGAINST THE 501E SURFACE. ALL N1tINKL pVUE i. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDEI ~ BLANKETS MUST BE SECURELY FASTEN® TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. msER 3 2a g 3t l.D 1.3 D.i9 2.00 !IL AROUND AND UNDER THE INLET PIPE AND ENTRANCE I ~ Z Oo°z
< WHEN USING THE DOT SYSTEM"', STPPLES/STAKES SHOULD BE PLACED THROUGH EACH OF TFE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAM 4 PLACE CONSECUTNE BLANKETS END OVER END (SHINGLE STYLE) wNH A 4° - 6" {TO CM -15 CM) OVERLAP. USE A DOUBLE ROw OF STAPLES STAGGERED 4' (10 CM) R+sE++ s zs t2 32 os 1.3s o.n 2.67 ~ R,p HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE. J SHALL BE HAND TAMPED IN 4° LIFTS TO THE TOP OF p~ \ SPIl1WAYCY ~ ~ ® NN~ RTH DIKE. v~"H Mr ata~n,N'~3~e fir ~ .`4r ~ ~il_... ~;y 14!"~ ~ " t'7~.'~ ~ ~
~ APART AND 4" (10 CM) ON CENTER TO SECURE BLANKETS. H ~I o 1~ RISER 90 2$ 9 31 lA 7.5 0.19 2.00 a p 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 72' (30 CM) APART IN A 6' (15 CM) 2. THE PIPE SHALL BE FLEXIBLE WITH WATER 17GHT CONNECTING 5. FOLLOW-UP INSPECTION AND lil t, .,r,,ur W ~ o UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL SEDIMENT ~ A~i_S~p Z
DEEP X 6" (15 CM) WIDE TRENCH. BACKFiLL AND COMPACT THE TRENCH AFTER STAPLING. FES-i 28 32 i2 0.9 1.35 0.17 2.67 * tY++lawasY BANDS. FLIXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. 8E PERFORMED AFTER EACH I PARTY OR HIS AGENT. ;FORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE STORAGE ZONE BAFFLE COLLAR ~ ~ ~ ~z DR Hls AGENT. NOT TO SCALE ~a111uulllnllln~// DATA 6LOCK SEAL 1/i//~ Q ~ ~ z
0 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2' - 5° (5 CM -72.5 CM) (DEPENDING ON BLANKET TYPE) AND STAPLED. FES-3 46 53 2i 1.5 2.25 0.28 4.67 3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF 7. IN HIGH FLOW CHANNEL APPUCATIDNS, A STAPLE CHECK SLOT IS RECOMMENDED AT 3D TO 40 FOOT (9 M - 1 Z M) INTERVALS. USE A DOUBLE ROW OF STAPLES NOTE: utiER a a~ RaMC EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TA PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE, BASIN DRAIfUGE DENUDED BASIN VOWME BASIN SURFACE AREA CLFSNOUT) (H) (Z~ (L~ (~T'P} SKIwMP ER OPoFiC~E ~~o`~\ ~ N CAR 0 ~'%i~~ Y ~ }
STAGGERED 4' (10 CM) APART AND 4" (70 CM) ON CENTER OVER EMIRE WID1H OF THE CHANNEL FES-IS 19 21 6 0.5 0.75 D.09 1.33 ww N.ys PPe ovACnA TAKING CARE NOT TO VOID Th N 8. THE TERMINAL END OF THE BLANKETS MUST DE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 72" (30 CM) APART IN A 6` (15 CM) DEEP X 6" (t5 CM) FFS-78 26 30 72 0.9 1.35 0.77 2.67 SECTION E3-B AREA AREA Om REOUIRED PROVIDED DEPTH Ei. FEET CARE NOT TD VOID THE EFFECTIVENESS OF THE SILT FENCE. acRES (ACRES (cuelc Fr.) (CUBIC Fr.) SD Fr. SD FT. H 2 DIAMEPER awA+ETER ~ Q~ ; 4'E $ S /~''•,,~i rn 0 ~o
WIDE TRENCH. BACKFItl. AND COMPACT THE TRENCH AFTER STAPi LNG. 5 6.56 6.56 19.32 11,808 14,890 6,279 11,236 2.5 5.0 6.5 19 1.5 5 2.5 2.5 ~ ;`R Q~;; 1i ~ / ~ U
a NOTE: FES-99 12 13 4 0.5 0.75 0.09 0.83 • e5O (a tq 8.08 of MC SMM84T AND EROSION CONML MANUAL' dffr • 1.5 x e5O ;A SEAL
E ' IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6- (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. TEMP PPE 26 30 12 0.9 1.35 O.iJ 2.67 T t3 x amm., O.SO' minimum m 0 NOT TO SCALE z v ~
\ NOT TO SCALE 13 033687 ; j SHEET NO.
RIPRAP APRON AT PIPE OUTFALLS 14 CHANNEL LIMING DETAIL FLEXIBLE PIPE SLOPE DRAIN 7 OOB.O 15 SEDIMENT BASIN 18. ' E DRAIN ooa.o 008.0 C008.04Ilim 0A
OTHER THAN AT SWIM 008.0 O I
0 O O
0 r
lit LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS 0008-04.dwg

Storm Stnrcture Data Table
Sturm Structure Gate Pipe I'ilre f11Te 'Y, Im~. Inv. Rim To Stot~n o z
T re Sire in Lcn~th ft Tv Te Slo Te 1' T Do~?~T Ele Str 10 totes Str 1 o f ~°pe ~ f h O 1 L ~ - STAPLER ~W W ~
DI-ll~i 1)RO1' I'w Lli~l DROP 15 $7 R('P 0.0229 93;.58 933.;9 933.00 EES-99 SEE DET:~fL? O:S ('008.10 PATTERN D =
'4.~r< ~ 1'~ 1; +D I I SEEDET'AIL 1 01('008.10 I L. 1_11} F ( €1 ~ 3.3'
P1~91) PA1~LD 1`vI-.1~"l~ P.~` ~f:1) 15 ' 400 RCP 0.0141 9-}7.57 941.94 951.99 PI-89 SEEDETAll1201 C008.10 - ~ IIIII~I~II~I~nli ~
P1-89 1~~11I:D 1\I:ET P-'~l'I:D 18 400 RCP 0.0104 94L74 937.58 946.45 PI-$8 SEF.I}ETAII,2 0ti 0`008.10 t'::~ 111111j1~111j11!I ~ .r 1i,8 ~f'rli ~ ~~~ll= III~I~IIii d-
~ - N ' r~" ~ P `~1~1?IT ~-t R0P 0.0050 937.18 936.97 9=12.13 PI-87 SEE DEVIL 2 ON 0008.10 I i 8, 1 Al L1 e. 1..L 1 -r. r:. 1 I; I~ 11 ;III I~;~x x x,i. - u - 11 I~~,iI~I
- ? ' ~ , ~ ' ~"I~:I} 24 ! 418 RCI' 0.0088 93(1.97 933.28 9.32.-33 DI-86 SEE DETAIL 2 0'\ 0008.10 118; _ 1A11,1} 1. 1.LI 1.~ { r_ _ r': r. ~ {::x..x.,.~.: ~
r~r e, ~ OP 24 300 i RCP 0.0146 933.28 928.89 938.50 Di-81 SEE DETAIL 2 01 CD08.10 I 1 h6 R. R(1~ 1'a I,L1 D1t 1.67 r::::::::::: 1. N ! ~ 1 NOTE: I
r - PL~B~ I'At~1=,Dt~1.1~I' I'1?11:13 36 ~ 114 RCP (}.0022 925.10 921.85 931.43 P1-83 SEE DETAIL3010008.11 / _ _ f x ; ~ /~s„ ~w~ m ' DITCH TO BE ARMORED WITH f. i ~
PI~83 PA11.D111.1~:T Pt~111:1 _ 36~- 296_ I R('P 0.0025 92.85 92~3.11 932.80 FI-82 SEE DETAIL30~'0008.11 - ~--'"~i- f: StiTCH s.4 sTA~s P~~sD. m. SC 150 EROSION CONTROL i
~ r > ~ ~ 208 RCP 0.01)18 923.31 922.94 930.70 D(-81 SEE llF,TA1L 3 ON 0008.11 DOZER TREADS CREATE i'I 1~ `ter 11 8. I:~1 E1)1`N 1,[:1~ ! .`sl LI 48 HIGH FLOW CHAHHD, AHD MATTING.
- ~ CLEAT IMPRINTS PARALLEL i 13ROP 1'~LI?;1 Dld(~P 48 215 RCP 0.003(, 922.94 922.17 )34.40 ST0-80 SEE DETAIL 3 010008.1.1 ~ r-/~r 1 1 TO THE SLOPE CONTOL}R~-~.,, SHOREllNE - I
S ~ '-80 S"."} 11("I~,P1"OR S"C(' 48 15 RCP 0.0036 922.17 922.12 933.00 STC'-79 SEE DETAIL 2 01 C008.Lf s~ ~ y= ~ I I t R ! SC i 50 _ _
7r , ~ Y ~ ~ ~ ~ c» ~ ~ 1 ~ 5-78 SEE DETAIL 2 Obi 0008.11 ~p~ r- , S f i S"I Oh\I( f~.i 10R ( 5T{` 48 33 RCI 0.1)036 )ae.L 92_.00 933. )0 PE- r- , ~ GROOVING IS CUTTING FURROWS '
f~I:S-"8 1;1D ~,l?('1[01 E4I} SEE DET:1[L 1010008.10 ~ I ~ ALONG THE CONTOUR OF A SLOPE. IRREGULARITIES IN THE SOIL
~i:~ 24 ~ 57 RCP 0.0100 917.00 916.43 926.7, r1IH-76 SEE DETAIL 3 010008.0$ SURFACE CATCH RAINWATER AND PROVIDE SOME COVERAGE Of LIME,
OS-77 Ol' 11,I~I S"1It - - c SEEDED AND STA131LIZEU ~1 76 i~1.,01t ~f'1~ 1 I~f:R , ~1f11 24 ~i2 R0P 0.0100 916.43 916.01 922.00 FESa75 SH F; DET:1iL 2 f}\ 0008.0) SI)OULD SE FERTILIZER AND SEED. LrJ
.111 - - - --r-- - _ - - - i M MED I ATELY. SHOULD BE SEEDED AND STABILIZED ~ IMMEDIATELY. ~
I IS-i5 I."~D'+1~.("1lt}~+ i 1:~D SEE DETAIL 101(.008.10 7 ~ i ~ - ~ . ~ < - ~ ~ - < < ~ 9~ PI-72 SEE DETAIL, 2 01('18.10
: 1I~~ ~ 1 '111} I"«"Lh;T 1 #~E~ 1a I 1~0 R(f 0.0112 )3~J) )33.86 40.41 Z O
f'1-72 1'~ef~D111:1~;1 j 1'~t1.13 , 15 j b7 R('P 0.0095 933.86 933.22 937.7b P[-71 SEEDETAiL201C[N}8.10 - NOT TO SCALE ~
..7 1' \ '~_P ~11:I3~~, I5 ~ 457 ( RCP 0.0148 933.22 926..15 937.55 Pi-50 SEE DETAIL 2 010008.(0 I I 1 1.1 ?.1) 1. 1 ~ -~-----I - - NOT TO SCALE 2
' -69 P!1`f°:D 111.,1;1' ~ I° `:~~F:1) 15 L8 ~ RCP (1.0081 930.T8 929.39 93.98 Pi-68 SEE DET~aIL 2 Oi 0'008.10 NOT TO SCALE
I'[-68 P:1 ~ 1'1} f1~L1~~ I~ P ~1~11:1) 18 45 ~ RC`P 0.0065 929.19 928.90 936.86 ;1'IH-67 SEE DETAIL 2 010'.00$.10 F 1 DITCH CROSS SECTION $ SCOPE GROOVING DETAIL oos.o 00
11f1~~"' 11~`~11(T1.1~, ~ 111E-__ 3o I 195 RCP 0.0069 92s.1o 926.75 937.63 PI-66 SEEDET~1L3o1CO0s.1.1 EMBANKMENT TRACKING DETAIL ~ _ oos.o oos.o
1'1.66 }"A e l':D 111 I:'I P ~ 11:1} 3ti i 399 RCI' 0.0055 426.35 924.16 934.63 P1-65 SEE I)ET_1IL 3 01 00(18.11 = ro ~ ~ ( « « 9 5 ~ PI-,52 SF,E DEi'AiL3010'008.11 o ~ ~ ~
11-6~ f.°t1 f~ It 911,I,3~ 1 !R f~:1} 36 260 RCf O.JOb~ )_4.16 )..2.47 3..1. o d
I'1at~13 1':11113 1 l.f~:"i P 1s1~;1? 15 177 _ R('P 0.0290 936.97 931.86 91.39 PI-57 SEE DF.I:~1L 2 0~` 0008.10 0 z
t ~ _ 1-15 R('P OA3-41 9.10.39 935.45 9~3~.81 PI-S8 SF.E DEVIL 2 ON 0'008.10 11-61 1 s 1,1) I11_.I~.I 1:11 L1 1. s¢"
P ~ t._ ~ 335 Rt'P 0.0060 936.11934.10 940.53 PI-58 SEE DE"I':~',IL 2 010008.10 I1..~~ f.~11:D 11I,L1 1.°~, ~0 1. ~ 83" ~ Q
I'1-58 1`_~ 11~ D 11 L1: f P11 1~;1) ~ 18 160 RCP 0.0140 933.90 931.66 939.87 PI-57 SEE DETAIL Z O1 0008.10 79° O m Z m ?
P1-57 PA1~f:I}11'I1ET~ P.~1E1) ~ 30 __288 RCP 0.01150 930.86 929.42 936.35 PI-53 SEl+1DET~II:30100(8.11 a 4 ~ ~ ~ W Z Y
~ ' 5 ~ 175 ~ 12CP 0.0376 9-15.58 939.00 950.0(} PI-S~J SEE DETAH~ 2 0\ C(>n8.10 11.. 1:111.13 111.E 1 ~ 1 A 1.1 1 _ ~ - ARM ASSEMBLY m 'a ° I I ' a ! ° ~ 'a a e' d~ I, e' ° v a ~ x j f!1 ® ~ U
~ T i7~ i k0P 0.038 938.80 932.02 9~13.~13 PI-S3 SEE DETAIL 2 Oti 0008.10 1.1...4 1A1I_II1L1.1 1_A1I,D 18 101/2" 21" 21" .~.E 21' ~ 1017_1 _ ~
~ _ ~ -~~~-('P 0.0115 929.T2 927.32 936.85 PI-52 SEE DET_11L 3 ON C008.ll DEBRis FROM sLOPE 11 I Al 11)111.1" I f Al I~1} 3(I 183 R -,.~-°c° ENeLOSURE ~ FRONT VIEW T °m°
~ " ~ ~ ~,5 R('P 0.0060 921.67 920.08 935.1; P1-51 SEE DETAiL3 C)N 0008.11 a GsTEPSCauGHT 11 7_ I A11,D 111~r,1 I l A~ LD 48 o;. - ~,o OM
PI~51 P1i1'131~1.1:1~ PA![?13 48 I 360 RCP 0.0070 921}.08 917.56 93,.15 ~ PI-50 SEE DETA[L3010.008.11 U wN BDip~i ~
> ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ PI-38 SEE DETAIL 3 ON 0008.11 D~Arrvn E PI-5U I At 1' D f1L1~;T' I Al 1~;D 48 30) R(I O.OOJO )17....6 )14.7$ )31.3_ -'~--~ce ~ w - ~ WATER ENTRY UNIT 79" .`~~~Znr m PERSPECTIVE VIEW 3 z
' t 111.1;1' 1' 1~ i~:l) 18 I 215 R0P 0.0075 917.15 915.54 921.31 PI-42 SEE DETAI[, 2 010008.10 / i Rl>~$ 1 A LI - > ~ _ )1 9~~ 929.34 93.1.25 PI-67 SEE DE"I:~IL 2 010008.10 I Q ~tm~a ~d p~0
PI-46 1Ai LD 111.I:1~ 1':11 1;D 15 I 7U R(P 130711 J.83 - ----t------ PVC VENT SCHEDULE 40 , ~ ° a °~o c m a v
PI-44 P:'~l"1:13I~~LI~:1~ P."a1~1:1} I~ I 70 RCP 0.0071) 929.83 929.3.1 934.25 PI-43 SEEDET:4IL20N0008.10 PVC END CAP PVC ELBOW PiPE N r P ° e 0 e' a' a a 0d Q a 0 o o_ x ~ `c PVC PIPE ''0°~tr"'` END CAP ~ ° d 'a a .a A4 a i
P1~4~ !'~11?1) 11LE,T 1'.€11D 24 280 KCP O.OOSO 928.74 927.34 934.35 PI-42 SEEDETAIL2010008.1.0 ° Y/ a ° e ~ ~
PI.42 PAI'1:1)11LE1 1'A1~1?Ib 30 280 I{('P 0.0050 92(i.9~1 925.5 93T.35 PI-~1 SEE DETAIL 3 0ti 0008.11. - WATER SURFACE ~1 fA , ~ M
- - Pl-G1 1'.1! EI) 1\' 1.I°I f'.i11~:D 30 70 ft('P 0.0056 925.51 925.15 93=1.35 PI-40 SEE DETAIL 3 01 C008.ll - wATEP, soil, AND FERTILIZER - ARE HELD BY STEPS VEGETATION PVC END CAP P 101 7 21" 21" 21' 101 2' ~ e
Pl~€0 1'A0~1~:1) I`~~ L1~:~I ~ I' ~.1'1~:1) _ 30 1-40 _ _R0P 0.0066 925.15 92T.23 931.35 PI-39 SEE DETAH.3 0\ 0`008.11 EsTAaLISHES MORE EASILr oN _ _ - ~ - THE STEPS. c ~j' ~ -
Pl.2g 1';11'1,1} ~'"I,E`1' P-1t 1?1} 30 150 E RCP 0.020# 92T.23 ' 92117 931.55 PI-38 tiEEDET:~H, 3 01r 0008.11 ! PVC PIPE SCHEDULE 40 ~ 1/z° HOLES IN wC PIPE TOP UIEW W
~ ~ SHOULD BE SEEDED AND STABILIZED F1°~~ 1',~~~I>D 1~LL~f' I'.`a1I~1) (iO ~ !-k/ ~ R(~P ~.1)O5~ 913.98 913.25 928.56 PI-37 ~EEDET~H,~Oi~i C(~8.11 ~ IMMEDIATELY. PVC TEE PVC TEE ; UNDERSIDE ~ ORIFICE f ~ PVC TEE PLATE 21 2' r 2 1 2' VVV
~ ' 1 E;I I' a1'E,D _ 60 140 R("P 0.0050 913.25 912.88 925.62 PI-36 SEE DETAIL ~ 010008.11 Pl 3: 1:Ot 1.1 I, 1, 12" 7 312' 312' 2" 12' n
' 1'f~:D 1~~LI?T P.6t'1~.1? 60 i 1~0 RCP 0.0055 912.55 911.78 922.83 P1-35 SEE DETAIL 0'V 0008.11 P1-36 f `w FLEXIBLE
P1-35 PA11~1} 11'Ll.f 1'11:f) 66 I -133 R(`P 0.0045 911.38 909.43 920.03 PI-34D SEE DETAIL4010008.11 HOSE ~ 117~ ~ j' •y \Y~ ' e e co ~o
' ~ ; 11~ L1;( P 11 E;13 bb ~ 15 3 R0P 0.0045 899.35 899.28 922.83 STC-34(` SEE DETAIII 4 ON 0008.11 PI-34D 1:~11_I d~'a i ( 4 a U yn a
x ° ; << ~ ~ 9 ~ 9 ST0-34B SEE DETAIL Z ON 0008.11 ST`C-340 5°1`OR~~I(I'f 10R S 1' 66 I 1, RCI 0.004.. 8))._8 81.._1 .17.00 ~i ° ° EN ~ ~a nl ~ '~e c ~ o
' ~ ~ ~ << 9 5-34A SEE DETAIL 2 010008.11 NOT TO SCALE END G STC-3~E `~"1"(}R11(1~.11(}R '~"1"(° (i6 48 RCP OA04~ 89).21 8)).00 .17.00 FE END VIEW FRONT VIEW ! b F~ •®NM UUYN
F~ 1~:1D ~1:( 1101 _ ESL) SEE DE7':~IL 10'x" 0'008.10 3 o PQnw
~~A SCHEMATIC OF i ~ ~ RCP 0.0306 933.44 925.76 938.67 PI-24 SEE DEI:AIL 3 ON (`008.11 STAB R STEP ~ RAD I ~ ~ Q ETA) ~ QOS.O ~If~I ~3 11A1IIOL1~. Of1I .4 SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION COMROL MANUAL, MARCH 2000. ~ I i r z ,ZX9~
_ ' ti f311 1.8 210 RCI' 0.0076 925.31 923.71 935.20 B&31 SEE DETAIL 2 010008.10 ~H-32 131~.1,1I11I- 11.11 NOT TO SCALE ~12°~ ~
1': I li 1: 111 I: I' 131:1: 24 230 R('P 0.0065 923.31 921.82 935.20 PI-29 SEE DETAIL 2 010008.10 6 SECTION "A-A" " $
E11 ~'1 111...1 ~ ~ ~ ~ ; 'I` 0.0050 930.23 929.52 934.65 PI-29 SEE DETAIL 2 010008.10 SKIMMER oos.o
F i-~O 1<11 I D 1.~1.I~ 1 i 1.11 Lf} 1. 1.43 R( - _ - - - 9GN TO INDICATE THE 7 FT. TRUCK BUMPER 84" LG. ~
RI-29 1'A~ ! D 11 L1.~I ~ P11 fv~D 24 271 R('P 0.0123 921.82 918.48 935.68 PI-24 SEE DEVIL 2 01('00$.10 LoCAnaN aF THE WT. 410 LBS. ITEM N0. 5000T 7
P~11 f'D 11 L1:1~ P11 t',D 24 215 R('P 0.1)085 922.47 924.64 928.70 P[-26 SEE DETAIL 2 01 C(N)8.10 coN~RETE WASHOUT AREA P1-28 t I NOT TO SCALE 008,0 0
Pl-2? PAS 1,13 i1' 11,1 1' Ot 1:D 15 182 i RCP 0.0092 924.13 922.45 928.55 Pf-26 SEE DETAIL 2 010008.10 ~ ~
~ ~ ? 0 X55 I RCP 0.0050 920.24 918.97 928.53 PI-25 SEE DETAIL 3 ON C008.ll IM PI-26 1.1t LD 111.1,1 1 1 A"4 LI 3 _ sERM AROUND PER ETER 12" MIN d r W Q
P1-25 I':~11:D 1111; i 1'A4'1?I} 36 ~ 141 RCP 0.0033 918.57 918.10 928.53 PI 24 SEE I}E"TAIL 3 ON 0'008.11 12' Q W m 0_
_ ' 48 I 305 RCP OA038 917.30 916.14 931.87 PI-23 SEE DETAIL 3 ON 0'.008.11 - -_t _ - ~ , P1-24 LAt 1.D I_ LL1 IA1 I1 ~ GROUND SURFACE > ~ , Q aO CONCENTRIC TRASH RACK AND ANTI°VORTEX
R1-23 L Al"I:J 111E 1 I'A11~.1) 48 198 RCP 0.0045 916.14 915.25 93{.15 PI-22 SEE DETAIL 3 ON 0008.11 . ~ , 2-O" MIN _ _ ~ DEVICE DESIGN TABLE ~cn X ~ O
P1-22 P:';11,1} 11 L LT P11 I~,1) 48 276 R(P 0.000 915.25 913.87 934.6a YI-21 SEE DI1T~IL 3 01 t 008.11 ' I ' -v , t COMPACTED EMBANKMENT RISER CYLINDER HEIGHT MINIMUM MINIMUM TOP ~ ~ ~ ~ 3 CYI iNpEfi !
P9-21 P.1,11:D 1'0' LET 1."~11~.D 48 X82 R(P O.OOa 913.87 91.32 )3~i.6S PI-20 `SEE DETAH. 3 Oti~ 00(18.11 MATERIAL rrn. 3~~ a~ FFaTTER SIDE SLOPES ~IN~ 0[AMEtER NJCKRESS 1NCHE:S SUAPDI778AR THIC&NESS STIFFENER ANTI°VORTEX DEVICE DETAIL otRISEROlAMErER, tINCeESI iGAUGE) 6-__, NG. 6 REBAR OR 1.5 i6 GA. 76'_ J ~ N 12 l8 !6 6 X L5 % 0,19 ANGLE LFdCI Z ~
Pl-2o I'Ai f~D 111-I'1` Pl41;D 54 396 R(`P 0.0033 911.92 910.b1 934.65 PI-19 SEE DETAIL40N 0'008.11 - is'xrs' MIN DR N0. 6 REBAR OR 1.5 16 GA. _ lei. S p p CV t5 21 Ifi ' X 1.5 % 0.19 ANCIE lF'&C) HOLES O~S~DI C~
Pl-15 1'A1t:Dl1i.1:i I'41I:D 54 127 R('I' 0.0035 910.61 910.16 931.30 P[-18 SEE DET:41L4010`008.11 AsREau~mTO CONTAIN PRESSURE REI IEf r- ~ ' NO, 6 REBAR Ofl 1,5 16 GA. xOLES o.5" Pin, 18 2i ]6 5 K 1.5 % 0.19 ANGLE (f&E1 ~ i0P Stiff ENER IiE REOUIREOJ _ _ / IS . _ % . X ANGLE WELDED I.•tgO,,.)
S '111:13 54~ _ 186 R('P 0.11037 910.16 909.~t7 930.57 PI-7 SEEDET:~IL4OV('008.11. wASTEDaNeRETE i'1-18 I.t. LD 1_.111 f. - A A 1 r4 iGo AND ORIENRO PEA 21 }0 16 _ II N0. 6 AEBAA OR 1.5 IG GA. ICI O O 111 O PENDIOJUR 79 CLNAU4AilONS.
t ~ 1 ~ ~ ~ 1'A1I;D 15 70 RC'1` 0.0080 931.12 930.56 934.35 Pi-10 SEE DETAIL2 01(:008.10 PI-16 t LD I. Li.f _ NOTES: - x 1.5X0.19 ANGLE 14 Gn. [i1 ~ I 111 TYP[CAE FOR CONCAESE ©ASE N0. 6 REBAR Oft 1.5 l6 GA. tC) ipP IS cnuOE 4oRRU4niED 2W 3G 16 i3 X 1,5 X 0.19 ANGLE 14 GA. fFl 0 1(1 a AEIAI OA p, 125" STEEL PLATE. 111 I ARESSVAE 0.ELIEF xOLFS uAY r LYL INOER
P1-~ ~ P.~1 LD 11 L1:I 1'.l1~I~I3 15 71} RCMP O.Q1O6 929.83 929.09 434.35 PIa9 SEE DETALI, 2 010008.10 1. CONCRETE WASHWT AREA SHNl BE INSTAiLE6 PRIOR TO ANY CONCRETE PLACEMENT ON SIZE. 3 0E Out itEp, iE ENAS OF 95'r. LppAC7I0N N0. 6 RE6Afl OR I,$ 16 GA. IC) O o O 111 tl LORAiIGAiIDN5 ea[ LFFt fULtl' Of SiONF.tRAVEI "^I ' D (RISER DI4AL iEP; Z! 42 76 15 % LS % 0.19 ANGLE. l4 6A. IF) / p OVEN NN[N 1HE xpp I$ ~
Rl°7 ~ P11~1',D i11,1',T' ~ P'•w1~IrD 15 - 71) R0'P 11.(}075 92.9.83 929.31 93=1.25 PI°ll SEE DEVIL 2 0~ 0008.11) 2. 9GYJS SHALL ~ PLACED AT 1HE CDNSTRUCiION ENTRANCE AT THE WASHOUT AREA: AND ELSEWHERE AS NECESSARY iD - CLEARLY 3NDICAff THE LOCA710N OF TFE CONCRETE WASHOUT AREA TO OPERATORS DF CONCRETE TRUCKS AND PUMP RIGS. - - nA cowAL7E0 la CA. ICI - ~ nnACNEO. smL I 36 54 16 ti NO.ft REBAR 12 CA. {FI _ WELDED- LYL!NUfN 15 GA'JCf CfIRRUGAi EO
P1.19 PA1"1~,1g 11'1,1;`1 PA1 I?I) 24 ~ 280 R('I' 0.0060 928.71 927.0# 934.35 PI-10 SEE DE1AH, 2 010(108.10 s N0.8 REBAR 74 GA' !EI CYL IMDEA IE iAL PIPE OR FARRItA7F0 FROM - O A2 60 t6 19 12 CA. tFl ~a_ gR_.. O.IZS• srEeL Dia*E. i ~ rWFLO ~
~ ~ ~ ~ ' ~ ^i1 9~ 9 ~ ~ 934.35 PI-9 SEE I)ETAH. 3 01 0008.11 FOR WASTED CON~(',REAE~OUT AREA SHALL BE REPAIRED AND ENLARGED OR LEANED OUT AS NECESSARY TO MAINTAIN A A Pl-~o 1.a1I~1)111.E"1 I:~~ 1?1} 30 ~ ~ .80 , R(I 0.00.. ..6.64 2..1 48 '2 76 21 1.25" PIPE OR 1.25 19 OA, (f,l tACXWELO _ '-I NOiE~ fXE CYL INUfA Ai)Si DE ]0 CA.lil dLl. /ROUND FIRNL,Y vAS1EMp i0 1NE % 1.25 X 0.25 ANGLE f0P 9F tXE AISEA.
PI-~ f':111I} 1111,1 11' ~1'I,I} 30 ( 1 J~ RCP 1).O~9~ 925.10 923.71 934.35 PI~B SEE DET~H: 3 ON 001)8.11 4, AT THE ENO OF CONSTRUC110N, ALL CONC~TE SHAl18E REMOVED FROM THE ATE AND DISPOSED OF AT AN APPR04ED 1.25" PIPE OR 1.25 14 GA, IC) x ~-STEEL PlniE O.ZS° rxICX SA 28 I6 25 X 1.25 X 0.25 ANfIE i0 GA.IFI ~ 770iEi SUDD9A7 BARS AAE WELDED R TWICE DIAAWiEa OF A15ER PIPE t0 ixE tOP OE `NE AISEA L, 5" Pl PE Oft 1,5 72 0A. iCl _ oR ArintnE98x srRnas TYPICAL TOR STEEL BASE
Pi-~ P.l1~ED 111-f~,l` I'.t1I3) 30 ! 137 RCP 0.0114 923.71 922.15 931.25 Pi-7 SEE DETAILS 010008.11 WASTE ATE. 6G 40 IA 29 % 1.5 X 0.25 ANGLE B GA. tf) _ _ 8' MIN. BOL LED 19 tOP R(SEA. IzcA,ICI NO.6xl2" TYPICAL ANTI-FLOTATION BLOCK DETAILS 2• PIPE aR 2 x 2 a 4A. a, 2 s 2 x aaF SPACER eAA
~ " , ~ ~ I ~ ~ 9 ~ 928.51 PI-6 SEE DETAIL ~ O1 ('008.11 5. WHEN ME CONCRETE WASHOUT ARE AS REMO~, THE DISTURBED AREA SHALL DE SEEDED ANO MULCHED OR 01HERNISE PI.7 1:~~ 1':,13 f11.i:1~ I ,41 ED 54 _ 17 R(I 1).0[)7. ~O- .47 )07.84 STABILIZED iN A MANNER APPRDVVED HY THE NSPECTOR. ss ee la 33 x o.19 ANGLE W/STIFFENER neccE IrrPILAn FOR RISERS TEN FEET OR LESS 1N HEIGHT 72 GA IL) SL4PDAi OAR SICE
- , - ' ~ ~ ~ ~ A~ S DETAIL ON 0008.11 Pi-6 1.-°~1 I:D E`+1.f1`I f:~i 1~:D 5.1 16, KC} 0.0080 ~ )07.84 )06.2 )2-{.33 iH . EE ~ ~ ~ ~ ~ ~ ~ ~ < < ~ } NOT TO SCALE 2" PIPE DR 2 % 2 2.5 % 2.5 X tN0,6 REEAR Mln.l l2 102 14 }5 8 DA. tfI AISCA GIA, % 0.19 ANGLE WIS7I FFENEF 0.25 ANGLE
M!~-5 P:~~ ED 111 1.~1 i 4~ 113 54 I 15 RCI (?A080 89).63 8)9.1 )20J, ST('-4B SEE DETA[L 4 01(.0(8.11 2. `i~ PIPE OR 2 K i2 CA, ICI 2.5 x 2.5 % lg Ilq IA Jg B 4a,IF1 0 25 pNCLE ~FGTIDN A - A ISDME TRIG VIEW NOES: THE &ASE OF 7HE PA INCIPAL SPI L1WaY MUST 6E FIRMiY ANCH"uREU 70 2 K 0.25 AXGLE Wl511 FFEWER PREVENT li$ FLOATING. IF 7HE RIiER OF THE SP IIi.WAY 1S GNE4TE,H THAN IO PEER IN HE IGH't, CGLPUiA710NS RUSE 8E MADE i0 OETERMI NE
- 4 STOR~I('EP1'OIt ti"11' S4 ~ 15 _RCP 0.1}0811 899.51 899.39 917.00 STC-~1:-~ SEEDETAIL20:V 0008.11. 2.5" PIPE OR 2 5 l2 4A.ILI p,5 X 2.5 X THE ANCHOAf NG REOUIREMENi5. A MI NIfRJM fAC TOR GP L25 SHALL. BE 60. 120 t2 -02 p_5 X 0.25 ANGLE w S fePENEA 0.31 ANCIE USED IDOWNWARO FORCE; 1,25 X UPWARD EOACESI.
~~~-41~ CONCRETE WASHOUT DETAIL „t ~ ti ~ ~ 5 49 RCP 0.0080 899.39 899.00 917.00 EES-3 SEEDET.AIL2 ON 0008.11 008,D S'fC-4A 5.01.11t_LIIOIC I( 4 NOTE: 7HE CRI iERI ON PGR $i ZING ?NE GYLINOER I$ TNA7 THE AREA
'1 ti ' (3'! 1:11:} SEE DETAH.1010'008.10 FES-~ I.. D I( 11 . BETWEEN 7eE INSIDE OF 711E CeLiNDER AMR 7HE OUTSIDE OF rRE RISER Is Eoual. ro oR cREA7ER FNAN rRE aREa INSIDE ANTI-SEEP COLLAR DETAIL ASSEMBLY NOTES
OS-2 01 1"L1~:1' S1f'If ~ 11:1 48 85 R('P 0.0085 893.00 892.28 903.25 1~IH-I B SEE DETAII. 3 ON C008AG THE RISER, tHEAEEORE, 'f HE A80VE iAHIE !5 INVALID ANTI SEEP COLLAR - FoR usE wires toNCRErE PIPE RISERS. DIAPHRAGM DiMENSI ON TABLE AI uxassEUDLEO DuDAAACNS SNkL ec MnAxEO By Pmm~~ oR BACCtNc
1 (}11. ! 11:11 48 68 R('P 0.(N)85 879.(,6 879.08 900.00 11H-1 A SEE DETAIL 2 01('008.11 PROPOSED #il~fl-1 ~ 14. i1 N07Et CORRUGATION FOR 12" tIiRU 36" PIPE MEASURE 2,67" X 0.5"; WXEN n6LESSnpr 79 lpENnvx MArcNiNC PAINS 7o S6cu6E A PR9DER MINIMUM 'ABRICATi ON O1M. FOR INSJALLA710N. ~ FOA 42" 1HAU 80." iHF. LOARUGATI ON MEASURES 5" K i" DIA GAUGE 01 APHRAGM 01 APNAdOM1 (NCH] a OR 8" % I". TIN; A2 iNE LAD BE TWffn 7HE 7W4 NRtP SEC110NS AND BETWEEN 4xE PIPE ANU
f~Fl-1A t~1,0~151'l.lf"If;R ! 11f1 48 ; 9 R(P 0.01185 879.08 879.00 885.110 FES-1 SEEDETAiL201('(108.07 FINISH GRADE SIZE l[N1 p IW197H! H (HE IGHil COUPLING BANG SHALL BE CAULXED wlix B11UUiN0US uASFIC A7 r1MF w NOTE: G = CORAUGntE6; r' = Fldi. X 5B pF INSidLLA7tON, NEOPRENE 4A$XEi 0.315" x i" MINIMJM wIDi11 IAA \ V Q ~ -___6..
~ ~y~) S EE D ETA f L 1010008.10 FES-1 1,1 D . 1,( 1 I.)1 L. I 10 16 38 x SB 58.5 70,5 BE USED ~N LIEU OF MASK, 2 p I] I6 60 % 6tl _ bA 71.5 (n'~7l n1L yELp5 AND <LL xEat aFFEC1E0 AREAS oN EINC COatEU A#.T>t " ~ Z !5 16 63 % 67^ 6B _ 34 v SHALL 9f THOROUGHLY CLEAhtD ANO iREATEp 1N ACCINNeNCE WITH U
18 -I6 65 x 66 69.25 35.5 ~ _ _ SPEC (f lCAiIONS 157EEL 4NLYi. 21 16 69 K 69 72 7i _ - , r .w 29 14 72 X 1Y 72 38.5 Ad EACH DI APxRADM SHALL BF FUAx(5NE0 WIFx tWtl ADDS AND NUrS AND ~
79 !4 78 X 7B 82.5 .A7.5 iW0 SFANDARD rANM 1045 OR 'L" LUGS FOA SECUAI N4 Ot APHRAGM$ 10 ~ O 78~~ la BA x 80. 98 x0.,5 PIPE. _ i2 fA 90yX 40 _ A3.23 Ai 5 ~ y
RISER BASIN #1 RISER BASIN ~6 SUITABLE ~ 98 A 96 ~X 96 9b 50 5 ~ AS PODS FOR COLLAR COUPLING BANDS AND 07 APNAACM5 FOR 6" INAU IS" y 51 1A 102 X 101 107.25 53 5 pIAME tER PIPE SHALL B& 0.315" OIAAWiGft AND i0R PIRG 1ARGEA ~O THAN 18" pI nMF7ER !NE RODS SHALL BE 0.5' DI AME TER.
BACKFILL w E- y LL~~ U w
24"CMp 8" CMP > °'?g rn .o
36" CMP TEMPORARY PIPE PERMANENT OUTLET 72 CMP TEMPORARY PIPE PERMANENT OUT!_ET W ~a~
RISER BARREL S1RUCTURE RISER BARREL STRUCTURE w IWIprxl ~ 0°w - r----- Z
SKIMMER SKIMMER StANDARD B0.ND i W ~Ii° a ° ANGLES INSTALL 01AWiRAGM ~ _ ~
AXALtFAxnrEMErxop : rEtO I ANT1-SEEP COLLAR GENERAL NOTES ~i WIrN camucnnaus j Q O°w a OF CWNEC710N IS 70 ~ VFAiICAI . EL ININArE rNF BAND ~ I N ~ ntE 4Nii-SEEP COLLAR 75 fp 8E USED ON iuE BARREL OF ixE PAIKKIPAL ~ ~ L ~0
24° RCP 48" RCP NONWOVEN ~ IL.¦~ pJ~ ANGLES 4N0 SUBSiIlU7E~ ! SPIi.LMAY ':0 4ECIAF SEEPUGE L05S ANO PIPING FAILURE. W° WA R90S AND LVLS. SPACE I' O dK _ e° L.L._ ~ ! O W °
PERMANENT PIPE PERMANENT PIPE GEOTEXTILE FABRIC A ~ USE If FIDE BAAP.EL iS LARGER THAN 10 INCHES iN 0l Atk FER. Q ~W S'N~- j--- - - ! ~ xarc " ° ..J __.-1 ® USf A MI NIMM OF ONE dNit-SEEP LOLi AR, li iNE EABANKNENi IS IS FEET OA ~ W W
16" I tE$5 7N HEfCXI AND A NINlRLM OF SWO ANTI SEEP COLLARS, 1F iNE EABWAMENf ~ ~ ~W 2~-+il*i' ~ 2. D.D. OF PW1KK[PAl SPf LIWAV PIDC 15 GREATER YNAN !5 FEET lx NE 1.x3. R yy~W ~ yd l2° rIP ICAL W ~ O 11. - °
MIN D.5" k 2' SLOrtEO BOLT HOLE FOR 0~3i8" pIA. BOLTS. ~ USE MAX lMIIN SPACING 8E7XEEN COIL ARS OF FpUATECN tIAES 'INE DROJECII CN OF ~ U ° SiDE VIEW OF FNE C0.LAR iBDVf iNE FIDE, FNCx iuE DE tAilS - THE COLLAR SPACING wWLO ~ ~ ¦ ¦ j I~ PLAN VIEW OF ANTI - SEEP COLLAR eE pNE xnLD THE DIaRErER of TXE PA;KKrrAL sauLWnr RIPE F7MES fouR7EEn. VV / ~ O a~
WASHED ANT[-SEEP COLLAR ~ ~ z O oZ N07E: UPPER ONE HALF OI APHRAGM SHOWN, OTHER ~5 COltARS SHOULD Not BE LLOSEk tNAN 2 FECi t0 A PIPE JOINT, RALf SAME EXCERT SL07S ARE VERtYCAL y
a GRAVEL ~ CONCRETE ANCHOR BACKFILL PAECApi 1916 SxWL9 BE tAXFN 10 ENSJAE 95 % LOAFACTIDN 15 ACHIEVED Q ~ U ~ F=-~ AApUxp iNF COLLARS. ~~~~jjjj
a CONCRETE ANCHOR CONCREiE ANCHOR CONCRETE ANCHOR
NOTE: NOTE: 0 sEaL ,,,,,,,unu,llllull~,,,,,,,, ° ~~~o
~ 1. NO OPENINGS SHALL BE CONSTRUCTED IN THE PERMANENT OUTLET 1. NO OPENINGS SHALL BE CONSTRUCTED IN THE PERMANENT OUTLET 8" PERFORATED 0
STRUCTURE EXCEPT FOR TWO 2 , 24" OPENINGS FOR THE INLET STRUCTURE EXCEPT FOR TWO (2), 48" OPENINGS FOR THE INLET INVERT PER SCHED. 40 PVC o U O a-a~ .:F•ESSI~~:~i Q V ~
dKi(1 C111T1 PT PIPFC AND OUTLET PIPES. GRADING PLAN
a SEAL
2. SEE CONSTRUCTION SEQUENCE ON 0005.33 FOR REMOVAL OF 2. SEE CONSTRUCTION SEQUENCE ON 0005.33 FOR REMOVAL OF NOT TO SCALE 033687 i w SHEET NO.
RISER BARREL AND TEMPORARY PIPE. RISER BARREL AND TEMPORARY PIPE. 5 0
3. SEE 0008.08 FOR OPENINGS IN PERMANENT OUTLET STRUCTURE. 3. SEE 0008.06 FOR OPENINGS IN PERMANENT OUTLET STRUCTURE. 8 UNDERDRAIN DETAIL \ 008.0
3 4. TEMPORARY OPENINGS SHALL BE BRICKED & MORTORED AT 4. TEMPORARY OPENINGS SHALL BE BRICKED & MORTORED AT a
CONVERSION OF BASIN TO WET POND. CONSTRUCTION OF BASIN TO WET POND. 11 ° 1Q C008.05
Q 008.0 ooa.o U
ii LATEST PRINT November 12, 2008 SUPERCEDES ALL PREVIOUS 0008-04.dwg

_ ~ 2'°x42" ACCESS This drawinc~ has been prepared solely for HATCH the use of FedEx and there are
. 8.0" WATER no representations of any kind made by
/ ~ ' . / ~ - 1~ L , r OPENING QUALITY ORIFICE Giffels Incorporated to any pparty with whom Giffels Incorporafied has Z
/ ~ „ r ~j ~ A OVER STEPS HINGE not entered into a contract.
, 1 This drawing. shall not be used for construction purposes until the seal and signoture of the
~ , ~ , ~ 9 / responsible registrant appears on the drawing,
, _ ~ ~ ST'ORMCEPTOR / ~ ' ~ V . 9`~2 / , r Juncos Effuses and propper permit forms and related fees are
r ` ` STORMCEPTOR 561 To$al Plantin s transmi}ted b the Owne , wner s qq ant, r ~ 9 ~ Contractor toythe Authority ~aving Ju~isdic~ion. °
y , ~ Ta t` (This Sheet) 42" N ~ _
~ ~ ~
- 1' °o°o°o°o° Cafez Stricth 0 0 0 0 0 762 Total Plantings ~ $ DIP TOP FAGE OF BRASS DISK
~ ~ ~ I ~ ~ ` 2 o°o°o°o°o (This Sheet) 42" ELEVATION: 962,15' (N,A.V.D. 88)
s. °m.,° jam., - N 860256.29
' ..q f
• NATION 4 X4 POST WITH MAINTENANCE > ° I ~ INfOR Pontederia Cordate E 1693433.87 aaaa°°°a°aaaaa SOLID 367 Total Plan$in s °ooa°aaaoa°oo? g 48" PIPE 48" COVER
A110N; ~ ~ ~ - ~ _ ~ ~ - - POND MAINTENANCE INFORM ~ • . aaaaaa°aaa°a°° as°aaaaa°aaaaa (This Sheet) ?aaa°?a°aaaaa° 72°
li~~, ~ ~ ~ 1 PERMANENT POOL EI.EVA110N: 899.00 r ~ ~ ~ i r P' NOTE: CONTRACTOR SHALL SUBMIT SHOP
1_ FOREBAY BOTTDA# ELEVATION: 895.00 ~ ~ ~ ~ ti ~ . ° DRAWINGS ON OllTLET STRUCTURE AND vvvvvvvvv SauruNS CefngUS DRAIN VALVE FOR APPROVAL PRIOR TO
FOREBAY CLEANOUT ELEVA110N: 896.00 ~ ~ ~ ' ~ i - GRAPHIC SCALE a v v v v v v v v v 276 Total Plantings CONSTRUCTION. STRUCTURE AND JOINTS vvvvvvvvv
MAIN POND BOTTOM ELEVA110N: 894.00 MAIN POND CLEANOUT ELEVAl10N: 895.25 , ~ - , vvvvvvvvvv (This Sheet) SHALL 8E WATER TIGHT. 240 vvvvvvvvv
1, ~ / 30 60 120 240 , ~ / ~ / 60 0 (4} 6"x36" OPENINGS ~
42'°x42° GRATE OPENING 72" 72 z
1 ~ ti ; t ~ i ~ ~ / ~l ~ IN FEET ) a ELE=903.25 ~
(3) 4°'x36" OPENINGS 6~, 6" GRATE OPENING
/ ~ 1 inch = 80 ft. 20' MAINTENANCE ~ ~ ~ ~ i ~ ~ ~ r ~ / ~ ~ zso~ ~ . ~ ~ ELE=902.50 ~
_ , / ACCESS EASEMENT ~ X95, ~ . . ` ` i ~ I WEIR OPENING WATER QUALITY o p (2) 4"x36" OPENINGS 1.50' ORIFICE a~ v
l ACTION OMP I NT C M ANKME POND E B ' SPEgFlGATIONS 95% STANDARD. ~ 2" Pvc scREw ELE=901.20 ~ o
~ I `s ~ ~ ~ ~ - ; ~ ~ r;. / ~ TYPE PLUG ~ ~ ' / WATER QUALITY WEIR OPENING p PERMANENT
~ I \ ~ ~ ORIFICE POOL ELE=899.00 0.75" STAINLESS STEEL o 00 ~
/ ~ OUTLET BOX _ - , ~ I I s 4 ~ J ° , ELE=898.75 ~ ROD BENT AROUND w a ~ 4
~ - ~ r / ~ / i ~ :4 - , ~ " ~ ~ ~ STEM 12" Q.C. ~ N ~
° e I ~ 6" 6" 0.75'° STAINLESS STEEL ~ STEPS 60" 0.75" STAINLESS STEEL 6" ~ 6" ROD BENT AROUND Q
o ~ ~ I : ~ , , , i ` ti5 ~ ~ - ° ~ - TEMPORARY POOL ROD BENT AROUND a" 6 " SPACED DIP DRAIN 12" O.C. S1EM1 12" O.C. ~ }
° ~ ~ / / ° - - . ~ ~ ~ ~ _ - - i ' i ELEV. 901.11 12' o.c. ~ ~ ~
" ~ , ° r 9 r " r i 0 ~ i , ~ X57 WASH 8" DIP WRAPPED WITH z Z STONE "D UNWOVEN GEOTEXTiLE
~ ~ / , ~ ~ .8. ° _ _ ~ r ~ i l
"a" . _ _ PERMANENT POOL ELE=a95.oo FABRIC ~ o o 48" PIPE
r I ELEV. 899.00 p~° w>~ o®~
- r _ • ~ . ~ ~ , " / r ~ < n ELE=894.00 aeM n
2 X4 POST TO INDICATE ~ , ° ~ ~i ~ 92" PVC m 12° a a d D D. D v ANN [
~ 0 ~ ~ . ' , ~ , . ~ , ; ~ ~ TUBBED 12" PVC PERMANENT POOL ELEVAl10N p~~~ ~ / / S TEE a" DIP WRAPPED WITH > ;zo,a, z
/ / f INTO BOX C~ / ' . ~ ~ ~ , ~ ~ - UNWOVEN 6EOTEXIILE ~ ~ ~ ~ s t m ° FABRIC ~P °PO
~.l ~ - - - ~ / ~ ~ _ r
/ 12" PVC CAP WITH 5" HOLE DRILLED ~7. ~ ~ 7'--- ~°woN~ L ANTI-FLOTATION n
1 ~ ~ Jr / ~ . ~ ~ , . ~ 2°z6" STAINLESS PA~ ~ v
1 , , / - ~ Ar,, ~ V ~ to r TUBE (TYP.)
/ ,2 - ~ \ -
PO r ~ ~ . --890- ~ - r 6 j2 S ~ .mot ~ ~ ~ r o POND BOTTOM OUTLET CONTROL STRUCTURE 3 006.0 s
/ , / ELEV. 894.00
. ~ ~ ~ - ; U ~W
~ 3 / ~ ~ . ~ ~y. ~ ~ _ - .~r WET LAND PLAN¶NGS ARE TO BE: ;
JUNCOS EFfUSUS AND CARER SIRICTH ' ~ ; ~ ~ ~ ~ , ~ ~ , ~ ~ Q~p~ ; _ _ _ _ , ~ / ' O N ORIFICE DETAIL 1 CONSTRUC110N SEQUENCE FOR wET POND. U` N6
. HIGHER ON BANK PONTEDERIA CORDATE , / ~ ~ - ooa.a m
AND SAURURUS CERNGUS CLOSER TO ~ _ ~ - , v ° WATER _ . t) ONCE SITE IS PERMANANII_Y STABILIZED, (FULL BUILD OUT OF BASIN), CONTACT EROSION ~ ~o ~ ZN
~ / \ 1 ~ ~ ( I CONTROL INSPECTOR TO DETERMINE IF RISER BASIN CAN BE CONVERTED TO A WET POND.
- ~ ~ ~ SEE CONSTRUCII~I SEQUENCE FOR ~ ~ ~ ~ ~ ~ ~ . ~ ; _ ~ ' 2) REMOVE BAFFLES AND CLEAN OUT THE BOTTOM OF THE POND TO THE PROPOSED ELEVATION. Q m s~rw
NG DETNLS ` ~ ~ ~ 1 ~ ' ~ ~ ~ INLET POND FOR PLANII ~ ~ ~ .y _ .LYt' 3) INSTALL FOREBAY AND FOREBAY DRAIN, " vv""
t ` , ` ~ ~ ~ ~ 4) REMOVE TEMPORARY RISER. 10.0' ~
5) REGRADE SIDE SLOPES AND FOREBAY. ~ e.~m RIP RAP BERM N ~~m
SLUICE GATE VALVES, PROVIDE 6) PLANT NEGATIVE PLANTINGS ON LITTORAL SHELF. PLANTINGS SHALL BE: ~
1'-0" 6" VALVE Wf SUPPORT SLEEVE AND WEIR JUNCUS EFFUSUS AND CARER STRICTH FROM ELEVATION 899 TO 900 WITH 1FT. ON
ON STEM. STEM HANDLE SHALL 24 24" CENTER PLANTING. NON WOVEN PONTEDERIA CORDATE WITH 1.5FT. ON CENTER SPACING AND SAURURUS CERNGUS WITH
BE WITHIN 18" OF TOP OF BERM TOP OF BERM ° GEOTEXTILE FILTER 1FT. ON CENTER SPACING FROM ELEVATION 898 TO 899.
SLUICE GATE VALVE ELEV. 901,00
TOP OF BERM TOP OF BERM PERMANENT POOL THE SLUICE GATE VALVE SHALL BE A BONNETLESS, WAFER-TYPE VALVE WITH A ~ CLOTH FABRIC 7) FILL POND WITH WATER TO PERMANENT POOL ELEVATION. o 8) GET FINAL ACEPTANCE OF WET POND. ~
L BODY. PORT AREAS SHALL BE 100% OF THE FULL PIPE AREA TOP OF WEIR FABRICATED STEE ~ d
_ - - IR LENGTH. ALL SIZES SHALL NAVE TWO FULL-PORT V. 99.00 II~II 11=III THROUGHOUT THE ENT E ELE 8 ~ I1=1I =1! 1=1 I - - MAINTENANCE SCHEDULE dW
III~II-11~~1=11 RUBBER SLURRY SLEEVE HALVES WHICH SHALL BE SUPPORTED AND COMPRESSED -III=1 I I I I I~ I I=1 1) AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY: o
I 1=11I~ (=11I=1((- 1=1~~ I I ~I I i~ BETWEEN THE FLANGES. THE GATE SHALL BE ASTM A240 T-316. THE SLUICE I~ I1=11I III -I I ~ I1=111 11= MIN. 12 A. INSPECT THE WET DETENTION BASIN SYSTEM FOR SEDIMENT ACCUMULATION, EROSION, x
~ - - VALVE WILL MEET MSS 5P-81 FACE-TO-FACE DIMENSIONS AND ANSI 816.5 1=1I I-=11I~ I - 11 ~ 1=11I~1 RIP-RAP SUITABLE SUITABLE BAOKFILL MATERIAL. TRASH ACCUMULATION, UEGETAI~ED COVER, AND GENERAL CONDITION. w~ v o
ll~ I I~ - I =I I I~ I I= I CLASS 150 DRILLING DIMENSIONS. THE GATE WILL BE OF SUFFICIENT THICKNESS f1=111= 11=11~~1=1 TO PROVIDE AGAINST PERMANENT DEFORMA1lON AT 1.2 TIMES THE RATED B. CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH THAT THE DRAWDOWN ~ ~ `D ~ o cv
III=l I I I~ 11=11 WI MOLDED RUBBER AND SHALL - 1=11 ~I I WORKING PRESSURE. THE SEAT HALVES LL BE OF THE TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAYS AS DESIGNED. d a ~ o ev
~I-~ - II A TO CLEAN THE GATE AS 1T STROKES. THE STEM SHALL I~ I1 I I ~ ACT AS A WIPER BL DE N D WEIR D ETA 2 2) REPAIR ERODED AREAS IMMEDIATELY. RE-SEED THE EMBANKMENT AS NECESSARY TO MAINTAIN ~ ° ~ ~
=III ~II~I BE ASTM A276 T-304 AND SHALL HAVE SINGLE PITCH THREADS. THE STEM NUT 008.0 GOOD VEGETAl1VE COVER. NOW VEGETATIVE COVER ON EMBANKMENT TO MAINTAIN A MAXIMUM ~ HEIGHT OF SIX INCHES, REMOVE TRASH AS NEEDED.
III I ~I INCLUDE THE RUBBER WILL BE ACID RESISTANT BRONZE, WETTED PARTS WILL III 3) INSPECT AND REPAIR THE COLLECTION SYSTEM (LE. CATCH BASINS, PIPING, SWALES, RIPRAP, ETC.)
SLURRY SLEEVES AND GATE ONLY. FLUSH PORTS} AREA WILL BE LOCATED IN QUARTERLY TO MAINTAIN PROPER FUNCTIONING. ~
THE BASE OF THE VALVE, AND WILL BE DRILLED, TAPPED, AND PLUGGED. 4) REMOVE WOODY VEGETATION NOT PART OF THE APPROVED PLAN ALONG THE DAM EMBANKMENT. ~
5) REMOVE INVASIVE AND DEAD VEGETATION IN THE LITTORAL SHELF AND REPLANT AS NECESSARY.
0.75" STAINLESS STEEL ROD BENT 6) REMOVE ACCUMULATED SEDIMENT FROM THE WET DETENTION BASIN SYSTEM SEMI-ANNUALLY ~
AROUND 6" DIP DRAIN 0.75" STAINLESS OR WHEN THE DEPTH IS REDUCED TO 75% OF THE ORIGINAL DESIGN OEPTIF. REMOVED SEDIMENT
STEEL RCD BENT SHALL BE DISPOSED OF IN AN APPROPRIATE MANNER AND SHALL BE HANDLED IN A MANNER
0.75" STAINLESS AROUND 6° DIP DRAIN THAT WILL NOT ADVERSELY IMPACT WATER QUALITY (LE. STOCKPILING NEAR A WET DETENTION BASIN OR STREAM, ETC.)
STEEL ROD BENT 7) PREFORM ANNUAL INSPEC110N OF THE POND (ANNUAL INSPECTION REPORTS TO BE KEPT BY
AROUND 6" DIP DRAIN 5 THE OWNER). PRIOR TO INSPECTION NOTIFICATION MUST BE GIVEN TO STORM WATER SERVICES.
6" DIP DRAIN 008,0 (TYP) 6" DIP DRAIN (TYP)
2"x6" STAINLESS 2"x6" STAINLESS 2"x6" STAINLESS 12" f'er+rrarreratPot~d storage Vclame ForebaySforageVotume
TUBE TYP TUBE (TYP) TUBE (TYP) ~ ) a .a a, v 9 d goes Not lnclirde F orebay - i~ ~ Area Area ;Volume Volume
8evalwn area yea Volu~~? Volume ~ 4ns~} ~ {sty .;act ~ (cu-ft} i {ac-ff) ~
(ms~~ se lac? a-ty 4 (ac-ft) N~ w - €335 "i%63 0.2700 0 0.0000 ``=o
4'x4' 4'x4 E394 a~53~ 118 0 00000 ~ 896 ~ 1407`^ 10.3232 12921 0.2966 ~ Una
~ CONC. CONC. PAD ~ ~ PAD OUTLET CONTROL 8`.~5 5h641 .263= 532$9..; 1.2233' c;o 8' r ~ x`83 . 0.3808 28255 i 0 6486 w~
896 58599 , 1.3452 110112 t 2.5278 898: 19~9i 0,4429 46195 1,0605 a~i°a
s STRUCTURE TOP OF REP-RAP BERM AND WEIR ooe. SEE DETAIL MAINTENANCE Iv~AIN-I~ENA~ICE 89~ 62139 , 14277 170506 3.9143 ~~3T~~ q,~6 I G5093 66934 11,5366 N"-o
MAINTENANCE CLASS B RIP RAP 15" MIN DEPTH ACCESS ACCESS TOP OF BERM 89~ 65816 ; 15109 ~ 2345094 53836 r 1 N~~
ACCESS ANTI VORTEX PLATE 5' ELEV.-907.00 859 ° 75046 ; 17228 304940 70004` Q V ~iS 5 Z
5' 2 ~ INVERTED WATER W ~ a~w
SEE DETAIL 008, QUALITY ORIFICE TOP OF BERM 5 SEE DETAIL REMOVABLE 8 °-wo Z ~ o
ELEV.-928.50 SLUICE GATE VALVE I s - TRASH RAC e~ W ado
100 YR. STORM ELEV. 916,08 ~,o Q4 U ~ LL . ~J O D K ~Q Z ~ Q ~ fl
® Marc rcd
F.E.S. TEMPORARY POOL= 901.11 j ~ Wd~ f loQ~ m m ~ ~ No
PERMANENT POOL=899,00 v PERMANENT POOL=899.00 U
~ - rZm
SHELF ELEV.-898.00 SEDIMENT FOREBA ~ ~o~.~ s~0~~ 10' ~ s~o~ ° 6 ~ INV. OUT-895.00 I"- d °~o F- o~Z
o ~ INV. IN-896.00 h ~ MAIN POND FES-1 ®z SEE SHEET 0007,10
T IMENT ~ PERMANENT SEDIMENT STORAGE=895.00 ~ PERMANEN SED 48" RCP 3" RCP FOR PLAN AND PROFILE ~ ~ ~
5' S STORAGE= 96.00 BOTTOM BOTTOM t0 d =W~ SEp,O ~~~~~+l1~IInu~Ul~lt~~h~ ~ ~
ELEV.-895.00 II , I r ~I~ , I ELEV.-894.00, ~ ~ ~ ~ ~ ~~I ~ RIP RAP LITTORAL ~ ~ :Tai ~ ~i ~ ~ ~ OUTFACE IS NOT AT TOE .~0`0 P, GAR ~~''''o~,, ~ W
g APRON SHELF 6" DIP MAINTENANCE DRAIN N OF EXISTING SLOPE ~ ~ ~\o ~'F~~S~~~o~~' Q rrt~e ~
_....n_ .,..a,r
N WITH JLUIUL VALVL AN II-FLOIA]ION AN I1-~)ttr o ~ 9'•. r vii-~ttr NOTE; LEVEL SPREADER SHALL BE USED i "
PAD LITTORAL LITTORAL COLLARS oos•a OLLARS VO AT OUTFACE. SEE SHEET 0008.07,A04 _ SEAL 033 SHEET NO,
E SEE DETAIL SHELF SHELF
Z ALL JOINTS ON CIRCULAR PIPE SHALL BE PUSH ON BELL AND SPI V BELL AND SPIGOT TYPE AND SHALLBE MANUFACTURED IN *NE-CALL CENTER
3 a ACCORDANCE WITH ASTM C443 AND ASTM C361. ALL GASKETS WET POND CR-OSS SECTION ALL GASKETS SHALL BE OF 0-RING OR PROFILE TYPE AND C008.06
MANUFACTURED IN ACCORDANCE WITH ASTM C443. NO BiTUMINOI NO BITUMINOUS SEALER WILL BE USED. USE MANUFACTURER Call Before You Dig 1-800-632-4949
co 0 SCALE: 1 =30 SPECIFIED LUBRICANT OR PRE-LUBRICANT GASKETS.
U LATEST PRINT November 12, 2408 SUPERCEDES ALL PREVIOUS 0008-04.dwg

r`"~- This drawin has been prepared solely for
- / ~ / ~ / / / ~ ! the use of T~edEx and there are no representations of any kind made by
/ / : ' / / Giffels Incorporated to any party wi#h whom Giffels Incorporated has o
~J ~ ~ / / / not entered into a contract. Z
/ / / / / This drawing shall not be used for construction
purposes un-til the seal and signature of the respans~ble registrant appears on the drawing,
\ i i ~ and propper ppermot forms and related fees are transmitted by the Owner, owner's pp entt r ~
i / ~ - i Contractor to the Authorety Having Ju7isdic~ion. °
\ ~ ! - ~ / ~ ~ ~ / ~ \ \ / CONSTRUCTION SEQUENCE FOR LEVEE SPREADER
~ ~ \ / / / /
i ~ / ~ ~ / \ / f / 1, ONCE SITE IS PERMANANTLY STABILIZED, (FULL BUILD OUT m
/ / , ~ ~ / ~ - / f~ OF BASIN) REGRADE GRASS STRIP AND PLANT BERMUDA GRASS. ToP FACE of aRASS DISK
/ ~ ~ ~ , _ ~ ' ELEVATION: 962.15' (N.A.V.D. 88)
~ / ` / / t 2 CONSTRUCT LEVEL SPREADER AND OUTLET UNDERDRAIN 1N DITCH. N a6o25s.29
~ , / ~ ~ / " ~ ~ ~ / E 1693433.87
~ / ~ \ _ , / ~ /
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r / / _ i /
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t \ - ~ ~ I I/
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\ : _ ~ / i / / i ~ z
I ~ i~ / , LEVEL SPREADER LIP U
~ ~ ~ ~ \ - I / / / h
- , / ~ ~ , ~ y f
N1~ y ~ ~ i' i / : ~ 3" LAYER OF X57 STONE a o 'L~ U
~ 1 A ' ~O ~ ~ DENSE GRASS FILTER STRIP
~ ~ COVERINGS FLOW PATH
~ ~ ~ ~ ' ~ ~ ~ ~ / / i ~ (3' WIDE) ~ o ~ ~
- ~ : UNDERDRAIN ' ~ ~ - / ~ ~ OUTLET F.E.S. TOP ELEU.-881.00 0 ° o ~
- ' , - i ~ , ~ o z ° ~ ~
~ , l ~ ,
- ~ ~ ~ o ~ S(ppE S~ppE EXISTING o m o
\ ~ ~ i ~ y
/ i J ,'I ,,II11 GROUND W LYL lYlc ~ U Q ~ _
i o 0 0 0 / o i - ~ / BOTTOM
~ ~ - ~ ELEU,-879.00 12" STANDARD 30" ~ ®v~ D~
o ~ , ~ ~ / J CURB & GUTTER 008.01 OmN I
~ a ~n p N067 U ~~rfl ~
oa ~ CHANNEC_ m~U~~ o
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~ ~ ~ ~ , ~ ~ y Gd«00 N V~ ®,.n oo o_x v
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\ ~ ~ ~ ' y ~ ~ ~ ~ ' ~ ~ ~ W STR ~ / / U LEVEL SPREADER
~ \ l a i y y`W ~ v \ ~ ~ I ~ / / - ~ i ~ L W SCALE:1"=20' 008.0 or
~ _ ~ ~ w y ~ ~ ~ F ~ y ~ o c~ m wls
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\ \ ~ - I \ - ~ \ FiNER ~ ~ ~ TO BYPASS CONVEYANCE z° Q o~~
\ \ ~ TRIP SYSTEM OR DETENTION POND ° ° ti ~aom ~ • •x
~ \ 1 I ~ ~ ~ / I ~ TYPE 2 C.B.
~ ~ ~ ~ 0 ~ \ \ 10 ° 48" PIPE INV,-$79.08 F-1 a
2 7 ~ ' v ~ v ~ °x a F"-1 ~
\ \ DER 30'
1 \ \ ~ r A A ~
\ ~ , o : O J ~
` a ~ , Q r ° i/2" RADIUS ~g=.. 2'-0" w ~
- - ' ~ , ~ ~ \ _ _ . ~ . \ EGRADE 20' GRASS SITRIP o ~ O A UNIFORM SLOPE.t ° 3" RADIUS Q ~ ~ d
- : ~ - , - ~ ANT BERMUDA GRASS , REINFORCED BAFFLE WALL GROUTED 1/s" RADIUS ~ } o n.o
~ _ TO M.H. STRUCTURE (BOTH ENDS) ~ ~ ~ ~ ~ x ~ o
_ ~ ~ _ ~ ` a _ ~ 8" PIPE INV.-879.08 N ~ . ° < W ~ ~ ~ i _z a , v p rn
_ , n a ~ d~~ FJ LL.F~
_ _ - _ - - 48° PIPE ~ - a a ~ , ~ ; r` J o cv c.. UZ O c\ INV.-879.08 a ~ Q,. ° > a. ~ ~ = o o N
_ _ _ , ~f ~ - - _ _ _ ;
_ _ ~ 9 \ ~ 4 . TO WATER QUALITY FACILITY 2'-s" p
~ _ _
. ~ ~ CO WL o00 4 _ - - ~ _ _ e _ NVER - INFLOW PLAN VIEW STANDARD 2'-6" CURB AND GUTTER 3 ~
a~ NOT TO SCALE NOT TO SCALE 008.0 ~
O
\ ~ \ ROUND SOLID LID
_ \ \ O
_ _ _ _ _
n
~ ~ ` ~ HANDHOL€ HANDHOLD AND STEPS OR
_ ~ LADDER A LADDER ACCESS (PROVIDE
(ADDERS LADDERS TO BOTH SIDES 4' MIN. OR PROVIDE
OF WALL OF WALL IF WEIR >36" HIGH) SEPARATE ACCESS TO EITHER SIDE OF BAFFLE
WALL d'
h ~ N
WO D WQ DESIGN WATER z ~ .~z
SURF SURFACE ELEVAl10N ~ coo _ }
.W 1= ° iU ° ~4W
' c dd' a d. a ~ 4d '~'~4 ° T o
3fi" PIPE a. ~
INV.-$79.08 ° ~ a a' " ° a . a, 8" PIPE INU.-879.08 d ~ a, s
INFLOW C 0 INFLOW ~ ~ ° < a I ~ W ~ d
n a ° ° TO WATER QUALITY FACILITY hm °"W
~~O a' ° ..a ° 2~ MIN. ~ ® ® ~oo
°d J 0 cwt
Call Before You Dig 1-800-632-4949 p Q ~
4" 4" MIN. THICKNESS BYPASS PIPE I- W ww~
RE REINFORCED CONCRETE ~ 'W ® ~"a
DA SL BAFFLE WALL OR OTHER m ~ ~~'O SUITABLE MATERIAL ~ ~ ®o~~
`a
GRAPHIC SCALE ~ Q °y ®W ~
a zo o ~o zo ao ao NOTE. 1HE WATER 0 NOTE; THE WATER QUALITY DISCHARGE PIPE MAY REQUIRE W ~
AN ORIFICE PLATE AN ORIFICE PLATE BE INSTALLED ON THE OUTLET TO CONTROL U~ W ~
o THE HEIGHT OF TH 0 N THE DE51GN WATEF THE HEIGHT OF THE DESIGN WATER SURFACE (WEIR HEIGHT). 2 s~+~ ~~~~~n1~"j0°~~°i°~ri~~~~~ Q J ~~o FLOW SPLITTER IN MH-1 A THE DESIGN WATER SURFACE SHOULD BE SET TO PROVIDE A N ~ A R Y ~ ~ }vG
~ (IN FEET MINIMUM HEADWAY( MINIMUM HEADWATER/DIAMETER RAT10 OF 2.0 ON THE OUTLET 008.0 S S'~''•~~i U ~ o&p
PIPE pier NOT TO SCALE o :•~F o~., ~ Q W c3~=
1 inch = ~U it. " a 7 -7 %
E u 0 SEAL
z 33657 = SHEET No.
3 a
v 0
0 0 wM ,~v C008-07
U
LATEST PRINT November 12, 20D8 SUPERCEDES ALL PREVIOUS .008-04.dwg

~Q
This drawing. has been prepared solely for
~ r., , . ~ ` ~ k~ : , Q, E / the use of ~FedEx and there are WATER QUALITY no representations of any kind made by
i'. ~j- ~ ~ ~ 1 \ y ~ \ t ORIFICE Giffels Incorporated to any party woth whom Giffels Incorporated has z
not entered into a contract. t~
This drawinci shall not be used for construction N ,
.20 MAINTE~fANC~ _ ~ ~ ~ v , ' ~ purposes un"til the seal and signature of the <,,..J responsible registrant appears on the drawing,
~ ~ ~ ACCESS -E~ASEM~EN ~ ~ _ ~ ~ - r ~ Juncos Effuses and prot}pper ermit forms and relategd fees are
- ~ , h ~ ~ ~ ~ M INTENANCE INFORMATION g ~ ~ 4X4 POST WITH A 390 Total Plantings Cont ac~tordt~ytheeA®hoerit'y ®av~ng JAugres~io~on. °
. ~ . \ ~ , POND MAINTENANCE INFORMATION: (This Sheet) so" N r,
' ~ NENT PAL ELEVATION: 922.00 PERMA _ S~ ~
~ sr~ ~ fOREBAY BOTTOM ELEVATION: 918.00 ~ F ,0 . ~ , 0 0 a 0 o Carez Stricth ~
° \ ~ _ , ~ AY CLEANOUT ELEVA110N: 919.00 ~ I ~ ,9~9 ~ ~ ~ FOREB ; °o°o°o°o° 177 Total Plantings a" DIP TOP FACE OF BRASS DISK m
~ ~ , MAIN POND BOTTOM ELEVATION: 917.00 ~ . o°o°o°a°a (This Sheet) 60" ELEVATION: 962.15' (N•A.V.D. 88) N 860256.29
~ ~ ~ ~ ~ MAIN PONO CLEANOUT ELEVATION: 918.25 - - `q~`;: -
X : sr ":K, ?aavv¢vvvvn¢av Pontederia Cordate E 1693433.87 ?¢¢¢¢¢aa¢¢¢a¢a 366 Total Plantin s ?avv¢vmovv¢va g 24" PIPE 24"
~~a°o \ ' o° \ ¢aa¢a¢¢¢??v¢¢? ?ovvvvvaavvo¢? (This Sheet) ?¢¢a¢¢o¢a¢¢¢¢¢ 72,.
C' a° 00 00 °a o ~ ° , ~ a°° °VA NOTE: CONTRACTOR SHALL SUBMIT SHOP
\ , t - DRAWINGS ON OUTLET STRUCTURE AND
\ 63,8, Y ~ ~ , GRAPHIC SCALE P v v v v v v v v SaururUS Cemgus DRAIN VALVE FOR APPROVAL PRIOR TO v v v v a v o v a v 1g5 Total Plantings CONSTRUCTION. STRUCTURE AND JOINTS vvovvvvvv
~ °oo ° ~ ~ a v v o v a v v v a v 60°x60" GRATE SHALL BE WATER TIGHT. ,so P P P P ° ° ° ° ° (This Sheet) W
~ \ 40 0 20 40 80 1fi0 ~ i ° ° 1 a° OPENING ~
~ o o ~ a
q ° ° ~ (IN FEET ) 72°' 72 Z 0
I ~ ° S° ~ ~ ~ ~ 1 inch = 40 ft. ELE=926.75 r= 6" 60„ 6" 6" GRATE OPENING
2X4 POST TO INDIGAIE (1) 3"x12" OPENINGS 6„
~ a PERMANENT POOL ELEVA~ON. ~ ~ ~ ~ ° o ° ~ 6" PVC SCREW 1.25' 60" 6 ~ z
A ~ ° - ° ~ TYPE PLUG ELE=925.25 D.75' STAINLESS STEEL ELE=925.25
I ° ~ ~ ° ° 131.51' WEIR OPENING ROD BENT AROUND ~ STEM 12° O.C. WEIR OPENING ~ o
° _ _ . ° oo ° OUTLET BOX _ ~ ~ (1) 6"x36" OPENINGS 1.0 WATER QUALITY (2) 3"x36" OPENINGS ~ ~
~ \ I ELE=923.75 ORIFICE ~ ~ ~ Q
~ . c a r WEIR OPENING p PERMANENT ~ N ~ 0.75" STAINLES5 STEEL
. i ~ ~ WATER QUALITY ROD BENT AROUND B" POOL ELE=922.00 z ORIFICE ELE=921.75 6,, D1P DRAIN 12" O.C. to
~ Osa ~ a - - TEMPORARY POOL e a75" sTAINLESS sTEEL 4
~ . ~ ~ , a #57 WASH ROD BENT AROUND O m ti STONE STEM 12" O.C. z z
~ -
~ ~ ~ STEPS "p ~ W a
~ ~ ~ o00 - PERMANENT POOL SPACED ELE=917.00 8" DIP WRAPPED WITH ~ o o v _ 12" O.C. 36'" PIPE UNWOVEN GEOTEXTILE
~ _ ELEV.22.00 FABRIC o0 ~mN
\ G ~ 1 ~ ° I. QS °o r a e ELE=916.00 ~n
a I~° ~ 2" a a I 12" 4. a ~ ~ ~ a NOO d ~ ~v' ~ d ~ WNWO~ C
° 6 PVC. \ a° \ o°° I STUBBED 6" PVC 1 a a a o- ...Q 1.5' 8" DIP WRAPPED WITH op P c. ~;Zmrn z
° I g o ~ INTO BOX TEE °o ~ . ~ UNWOVEN GEOTEk11LE n ; ~ g t ®~a ti
°°o° ° ° I I \ ° ~ POND EMBANKMENT COMPAC110N ~ FABRIC Na o00
° ~a° - SPEaF1CA~ONS, 959 STANDARD. ~ 7~ ~ 7 hWUFi+~- ` O ANTI-FLOTATION
I o as 6~. °a° c o/ 6" PVC CAP WITH 3" HOLE DRILLED 2"z6" STAINLESS PAQ ~ 8
~ . \ °o o ~ °a°° ° o ° TUBE (TYP.} ~
° ° °°c Q
~ ~ 1s PO ~ ~ i POND BOTTOM OUTLET CONTROL STRUCTURE 3 ~ o
\ 1 \ ~ ~ ~ i ELE ELEV. 916.00 008.0 ~ m W
`I I . ~ \ U
WET LAND PLANTINGS ARE TO BE. < \ ~ 1
JUNCUS EFFUSUS AND CAREX STRICTH I ~ ~ x ` l o, t E , ORIFICE DETAIL 7 CONSTRUCTION SEQUENCE FOR WET POND: n
HIGHER ~ BANK PONTEDERIA CORDATE ~ ~ 008.0 m
AND SAURURUS CERN(~JS CLOSER TO '~a s 1 P~ ~ 0 , A\~ 2~~ o0 WATER \ I i ~ ~ 1) ONCE SITE IS PERMANANTLY STABILIZED, (FULL BUILD OUT OF BASIN), CONTACT EROSION ~
~ ~ CONTROL INSPECTOR TO DETERMINE IF RISER BASIN CAN BE CONVERTED TO A WET POND. ~ o~
\ { SEE CONSTRUC110N SEQUENCE FOR \ 2) REMOVE BAFFLES AND CLEAN OUT THE BOTTOM OF THE POND TO THE PROPOSED ELEVATION. o o~
J INLET POND FOR PLANTING DETAILS - ~ \ ~ ~ ~ ~ y °VYN 3) INSTALL FOREBAY AND FOREBAY DRAIN. m >:>'~w ~ ecl~ ~ ~ r~
~ ~ ~ ~ ~ 10. ~ ~ 4) REMOVE TEMPORARY RISER. Z ozmm
5) REGRADE SIDE SLOPES AND FOREBAY. ~ e'°'~ RIP RAP BERM ~ °~m
SLUICE GATE VALVES, PROVIDE 6) PLANT NEGATIVE PLANTINGS ON LITTORAL SHELF. PLANTINGS SHALL BE: ~ ~=ALL
" VA VE W SUPPORT SLEEVE ~ - ~ 6 L / AND WEIR JUNCUS EFFUSUS AND GAREX SIRICTH FROM ELEVATION 899 TO 900 WITH 1FT. ON
ON STEM. STEM HANDLE SHALL 24 24" CENTER PLANTING. NON WOVEN PONTEDERIA CORDATE WITH 1.5FT. ON CENTER SPACING AND SAURURUS CERNGUS WITH
BE WITHIN 18" OF TOP OF BERM TOP OF BERM
SLUICE GATE VALVE ELEV. 923.00 GEOTEXTI LE r I LTER 1FT. ON CENTER SPACING FROM ELEVATION 898 TO 899.
TOP OF BERM TOP OF BERM PERMANENT POOL THE SLUICE GATE VALVE SHALL BE A BONNETLESS, WAFER-TYPE VALVE WITH A CLOTH FABRIC 7) FILL POND'MTN WATER TO PERMANENT POOL ELEVATION. o
_ _ FABRICATED STEEL BODY. PORT AREAS SHALL BE 100% OF THE FULL PIPE AREA TOP OF WEIR ® 8) GET FINAL ACEPTANCE OF WET POND. ~
_ - _ = - THROUGHOUT THE ENTIRE LENGTH. ALL SIZES SHALL HAVE TWO FULL-PORT ELEV. 922.00 ~ ~ =1 11=1 I ~I I I-I I -i I I_I! I I ~I I I MAINTENANCE SCHEDULE QW
-I I1=) I) I I=1 I1=1 I I ~I I ~ (1=1I1=1I RUBBER SLURRY SLEEVE HALVES WHICH SHALL BE SUPPORTED AND COMPRESSED ~ _ 1) AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY: ~ ~ o
Ill=1~.~1=1~ III- {=III=III ~-~II~) BETWEEN THE FLANGES. THE GATE SHALL 8E ASTM A240 T-316. THE SLUICE I I~ I1=11I III- -II ~ I1=II I~ I _ MIN. ~ 2 99 A• INSPECT THE WET DETENTION BASIN SYSTEM FOR SEDIMENT ACCUMULATION, ER0510N, X ~
1=III=III=11= III I III 1=11) VALVE WILL MEET MSS SP-81 FACE-TO-FACE DIMENSIONS AND ANSI 816.5 -11=III=II1=1) ASS 150 DRILLING DIMENSIONS, THE GATE WILL. BE OF SUFFICIENT THICKNESS RIP-RAP SUITABLE SUITABLE BAGKFILL MATERIAL, TRASH ACCUMULATION, VEGETATED COVER, AND GENERAL CONDITION. w~ ~ o
_I I I_I I I=1I cL III=III- II~I~I~I=1) TO PROVIDE AGAINST PERMANENT DEFORMATION AT 1.2 TIMES THE RATED B. CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUC110NS SUCH THAT THE DRAWDOWN ~-~`D
III=III E=III=11~ R ER AND SHALL I I=1 I - I ~I I C=1I WORKING PRESSURE. THE SEAT HALVES WILL BE MOLDED UBB OF THE TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAYS AS DESIGNED. Q Q o o ~
_ ~ - 1=III- III=1L~111 ACT AS A WIPER BLADE TO CLEAN THE GATE AS IT STROKES. THE STEM SHALL N D WEIR DETAIL 2 2) REPAIR ERODED AREAS IMMEDIATELY. RE-SEED THE EMBANKMENT AS NECESSARY TO MAINTAIN ~ ° ~ ~r
=111 ~ x=11 BE ASTM A276 T-304 AND SHALL HAVE SINGLE PITCH THREADS. THE STEM NUT III I T RUBBER 008.0 GOOD VEGETATIVE COVER. NOW VEGETATIVE COVER ON EMBANKMENT TO MAINTAIN A MAXIMUM ~
WILL BE ACID RESISTANT BRONZE. WETTED PARTS WILL INCLUDE NE I I - HEIGHT OF SIX INCHES, REMOVE TRASH AS NEEDED. 3) INSPECT AND REPAIR THE COLLECTION SYSTEM (LE. CATCH BASINS, PIPING, SWALES, RIPRAP, ETC.} ~
Sl_URRY SLEEVES AND GATE ONLY. FLUSH PORT(S) AREA WILL BE LOCATED IN QUARTERLY TO MAINTAIN PROPER FUNCTIONING. ~
THE BASE OF THE VALVE, AND WILL BE DRILLED, TAPPED, AND PLUGGED. 4) REMOVE WOODY VEGETATION NOT PART OF THE APPROVED PLAN ALONG THE DAM EMBANKMENT. ~
5) REMOVE INVASIVE AND DEAD UEGETA110N IN THE LITTORAL SHELF AND REPLANT A5 NECESSARY.
0.75" STAINLESS STEEL ROD BENT 6 REMOVE ACCUMULATED SEDIMENT FROM THE WET DETENTION BASIN SYSTEM SEMI-ANNUALLY C~
AROUND 6" DIP DRAIN 0.75" STAINLESS OR WHEN THE DEPTH IS REDUCED TO 75% OF THE ORIGINAL DESIGN DEPTH. REMOVED SEDIMENT
STEEL ROD BENT SHALL BE DISPOSED OF IN AN APPROPRIATE MANNER AND SHALL BE HANDLED IN A MANNER
0.75°' STAINLESS AROUND 6" DIP DRAIN THAT ~MLL NOT ADVERSELY IMPACT WATER QUALITY (LE. STOCKPILING NEAR A WET DETENTION BASIN OR STREAM, ETC.)
STEEL ROD BENT 7) PREFORM ANNUAL INSPECTION OF THE POND (ANNUAL INSPECTION REPORTS TO BE KEPT BY
AROUND 6" DIP DRAIN 5 6" DIP DRAIN ®~m 0080 THE OWNER). PRIOR TO INSPECTION NOTIFICATION MUST BE GIVEN TO STORM WATER SERVICES.
(TYP) 6° DIP DRAIN (TYP)
2"x6" STAINLESS 12 2"x6" STAINLESS 2"x6" STAINLESS 12" PQrmanent Pond Storage Volume Foreba y Storage Volume
TUBE TYP ~ TUBE (TYP) TUBE (TYP) ( ) DoesNoflncludeForebay m Area ' .Area .Volume Volume
` a _ .a d~. d a, .8 .b d d ~ .d a' 8evation, Area ~ Area Volume- Volumed (mslj (st) ~ (ac) (cu-ft) (ac-ftJ ~
¢ (msl} (5~ ; (ac) {ou-rr~ ;lac-~r1 y1~~ ~ ; o.o7oz ; o ~ 0.0000 ~ a~
4'x4' 4'x4' 9i ' 1'1115 0 2552 0 ~ 0 0000 920 338 ' 0.0858 3397 0:0780 v=im
~ CONC. CONC. 91$ 12047 0.2766 11581 ' 0.2859 9~1 4~1v' 0.1023 ?495 0.1 i21 0~
PAD ~ PAD OUTLET CONTROL 91 J 13017 0.2988 24113 0 5536 r ~ 922 , 595 4:1367 1270D ~ D29'16- w~o
3 STRUCTURE -920 ~ 0,3?19 : 37633; 08639:
TOP OF RIP-RAP BERM AND WEIR SEE DETAIL MAINTENANCE MAINTENANCE 921 ~ 03x59 ~ 5217a 1197a ~°o
MAINTENANCE CLASS B RIP RAP 15" MIN DEPTH ACCESS ACCESS TOP OF BERM ~ ~ 922 1~a~6 03998. 68415' 15706'. Q vzS
ACCESS ANTI VORTEX PLATE 5~ 5 2 ~ INVERTED WATER 5• ELEV.-928.50 ~ ogw 3 W
SEE DETAIL QUALITY ORIFICE o ~w n ~w~ Z ~ o
TOP OF BERM ~ 5 - SLUICE GATE VALVE SEE DETAIL REMOVABLE ~ W a~g
% TRASH RAC 6. ~L~ e U ~ w oe Z °~o
~~F i - ® ~a~
L tl/] O a ~w Wad
F.E.S. TEMPORARY POOL= 912.27 ~W
PERMANENT POOL=922.00 PERMANENT POOL=922.00 IV j ~?tll Q ~ ~ o
SHELF ELEV.-921.00 IMENT FOREBA w s~.oPE ~o: r stoPw: SED o 6 ~o ~ ~ aN~
o INV. OUT-919.00 INV. iN-919.00 ~ ~ MAIN POND FES-75 p ~ ®©a~
4 < NT " v PERMANENT SEDIMENT STORAGE=917.00 ~ „ v PERMANENT SEDIME WW
5 5' - BOTTOM BOTTOM 24 RCP n STORAGE-919.00 I" RCP ~ ~(oJ d =N SEAL ~~p4111U11111!)lflll(lryl~/i~ ~ A~ W
AP LITTORAL ELEV.-918.00 ~ ~ III -i1~ ~ I i r ~ I ELEV.-916.00 ~ _ ~ ~ ~~I i , RIP R _ I~ , I i
APRON SHELF I ' OUTFACE iS NOT AT TOE + + ~ N C A R o U (L ~ a~~
6 DIP MAINTENANCE DRAIN OF EXISTING SLOE ~ ~ ~s sia``~'ti ' Q ~ ~ a ro .
N WITH SLUICE VALVE ANTI-FLOTATION 5' S' ANTI-SEEP $ dTI-SEEP $ NOTE; LEVEL SPREADER SHALL BE USED ~HIE®CQLL CENTER =a SEAL
m )LLARS oos.o AT OUTFALL. SEE SHEET 0008.09. = 033687 - SHEET NO.
E PAD LITTORAL LITTORAL COLLARS m Call Before You Dig 1-800-632-4949 - '
Z SEE DETAIL a SHELF SHELF
3 ALL JOINTS ON CIRCULAR PIPE SHALL BE PUSH ON BELL ANDS i J BELL AND SPIGOT TYPE AND SHALLBE MANUFACTURED IN
ACCORDANCE WITH ASTM C443 AND ASTM C361. ALL GASKETS SI ALL GASKETS SHALL BE OF O-RING OR PROFILE TYPE AND C008-08 ~ III i 11
.1 WET POND CROSS TION SCALE: 1 -30 MANUFACTURED IN ACCORDANCE WITH ASTM C443. NO BITUMINOL NO BITUMINOUS SEALER WILL BE USED. USE MANUFACTURER
SPECIFIED LUBRICANT OR PRE-LUBRICANT GASKETS. LATEST PRINT November 12, 2088 SUPERCEOES ALL PREVIOUS Cvvo-04.dwg

This drawingc~ has been prepared solely for
the use of~tedEx and there are no representppations of any kippnd made by
withelwhom rGi#felsdlnc®rporaied yhas Z
\ not entered into a cantract. ~
~ ~ . - ~ This drawing shall not be used for construction N
/ _ ~ ~ purposes until the seal and sEgnature of the responsible registrant appears on the drawing,
/ and propper ppermit forms and related fees are transmi}tad b the Owne , wn~r's ;;qq gn , r ~
_ ~ Contractor toythe Authority Having Ju~Yis~ic~aon. °
~ _
~ _ . CONSTRUCTION SEQUENCE FOR LEVEL SPREADER
\ ~ ~ r
1 1, ONCE SITE 1S PERMANANTLY STABILIZED, (FULL BUILD OUT m
i OF BASlN), REGRADE GRASS STRIP AND PLANT BERMUDA GRASS. TOP FACE of BRASS DISK ELEVATION: 962.15' (N.A.U.D. 88)
i _ ~ _ 2. CONSTRUCT LEVEL SPREADER AND OUTLET UNDERDRAIN IN DITCH, N 860256.29 E 1693433.87
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ii ; ~ ~ - \ \ \ I V 1 a ~ REINFORCED BAFFLE WALL GROUTED t/8" RADIUS ~ } o a~
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A \ ~ LANT BE UDA GR t ~ ~ INFLOW PLAN VIEW STANDARD 2'~6~ CURB AND GUTTER 3
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\ , \ n , . _ LADDERS LADDER ACCESS (PROVIDE 4° MIN. (N2 PROVDE LADDERS TO BOTH SIDES SEPARATE ACCESS TO
OF WALL OF WALL IF WEIR >36" HIGH} EITHER SIDE OF BAFFLE
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E BAFFLE WALL OR OTHER Call before You ®ig 1-~00-632-4949 ~ w ~m
hm apo SUITABLE MATERIAL ~
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Q zo o ~o za as so NOTE: THE WATE AN ORIFICE PLA1 NOTE: THE WATER QUALITY DISCHARGE PIPE MAY REQUIRE W W ~ AN ORIFICE PLATE BE INSTAtIFD ON THE OUTLET TO CONTROL ~
cS THE HEIGHT OF ~ ~ THE HEIGHT OF THE DESIGN WATER SURFACE (WEIR HEIGIiT). FLOW SPLITTER IN I ~ 2 sEat ~~uti~jj010~~~0°r~~u~ Q J ~o U >
THE DESIGN WAT ~ MINIMUM HEADWI THE DESIGN WATER SURFACE SHOULD BE SET TO PROVIDE A ~~o~`~~~~ ~ C A R ~~~~~~~i~~ Y ~ ~ ~ MINIMUM HEADWATER,IDIAMETER RATIO OF 2.0 ON THE OUTLET NOT TO SCALE p ,~~~ss~a~ i~'' ~ ~ ~ ~~i
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N a, x uu PIPE. N PIPE.
1 inch = 20 ft. SEAL 033687 _ SHEET NO,
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C008-09
a v v ~ ~If I IIII
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a a U LATESTPRINT November12,2008 SUPERCEDES ALL PREVIOUS 0008-0Cdwg

REINFORCING STEEL SLOPE AS SHOWN ON ~
PER SCD BP-1.1 1 DOWEL DOWEL 18" r- PLANS MIN. 1
FRAME ASPHALT PAVING AND GRATE 1" EXPANSION REINFORCING STEEL- iNG STEEL 1" DOWEL ~
FRAME JOINT TYP.) PER SCD BP-1.1 BP-1.1 CONSTRUCTION Z Q
AND GRATE EDGE OF CONCRETE JOINT ASPHALT PAVING 2 1 4" 13 1~4" 2 1 4" w ~
A 1" EXP. BUTT JOINT PRON T JOINT 1 3 4"
D.' p g JOINT 1 EXP. '
JOINT . D D N O
D ~ ~ D • D • D ~ D c' Tom, • > p .y D. ,0. D.
~D sD D » 18 ' • PERMISSIBLE " 18"
1 DOWEL (TYP.) ~ - CONSTRUCTION J INT A, b D.. n. • D = r .19.. .e, ~ n »J
. a . i-~
MORTAR
.D 6" PVC DRAIN ~ v
~D D 6" PVC e , ~I ~ , . DRAIN ORTAR
~ A C J ~ ~ ~ A 12"x12"x12" WASH ~ ~ ~ 12"x12"x12" ~
~ GRAVEL IN FILTER ~ D~. ~ . D~ ' _ WASH GRAVEL IN y" RAD. N
D D D O ~ a~ ~~'D ~ FABRIC, FULL WIDTH ; ~ p - = FILTER FABRIC, ~ i
6 PVC I ~ 12"x12"x12" WASH ~ 1~ OF STRUCTURE ~ MIN MUM D . 18 DRAIN ;a.. ,e . ~ PIPE DIA. ~ GRAVEL IN FILTER 6" 6" PVC ~ ~ ~ MINIMUM FULL WIDTH OF (TYP.)
(/nP. 0 D D O ' FABRIC, FULL WIDTH DF IN DRAIN , . ~ PIP ~DIA. STRUCTURE
` ) 12" P D •a~ ~e~~ •a'-~ 'o :d,~ ;a,~l~ PERMISSIBLE OF STRUCTURE 0 ~ ~ 0 ~
D ' D D ' D ' DO . D: CONSTR. JOINT D ~o. Via. ~e. Via. ~ - _ ~
• • D • • ' D ' D D ' ' D w D .II GA ~ ,.e' s. ~
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PERMISSIBLE CONSTR. JOINT STRUCTURAL GRATE
BACKFILL
0„ g>> OUTSIDE OF PRECAST CMS 604.06 o ~ ~ ~
~ TYP. (TYP.) 6" WALL 3'-O" 6" ( ) SECTION B-B o ° o Q
MIN, z d~
1 " DOWEL {TYP.) 4
CAST-iN-PLACE REINFORCED PRECAST OUTSIDE OF BUTT JOINT CONCRETE CONCRETE o
8 WALL B z m o W Z Y
J Gi 3 w ~ a ~ _
28" v1 0 o U
bpd 0®O
SECTION A-A a`-A~ O ®eP)
PLAN Lmn 0 NOD U WN OOrOmi ~
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NOTES ~ » ®O ~1~0 c °=0 U9
~r Uq~00 N oi^h ~
GRATE AND FRAME: THE DESIGN SHALL BE ESSENTIALLY THE SAME AND EQUALLY AS L~tmP V rmuh4. ` C
STRONG AS THE ONE SHOWN (SEE CONSTRUCTION INFORMATION TABLE), OR MEET THE m
REQUIREMENTS OF CMS 711.14. GRATE OPENINGS AND DIMENSINS SHALL NOT DIFFER 3 4'
FROM THOSE SHOWN HERE UNLESS OTHERWISE SHOWN IN THE PLANS. I-~- N 18 1 8" LOCATED IN
THE FOLLOWING TEXT SHALL BE CAST INTO THE TOP OF THE GRATE: "DUMP NO WASTE" ~ ~ ~W
~ ~ r AND "DRAINS TO WATERWAY.' TEXT SHALL BE PRINTED IN BOLD, CAPITAL LETTERS WITH A ^A~IDARD CASTINGS w
MINIMUM HEIGHT OF 1 2". ACTUAL PLACEMENT AND LOGO MAY VARY PER MANUFACTURER. ~ 1 ~ ~
APPROVED EQUAL. v
BEARING AREAS OF FRAME AND GRATE SHALL BE SO FITTED AND FINISHED AS TO PROVIDE ~ Q 8 N
A FIRM AND EVEN SEAT FOR ALL PORTIONS OF THE GRATE IN THE FRAME. NO ~ U' N q 07 ® j
PROJECTIONS SHALL EXIST ON BEARING AREAS OF EITHER CASTING AND THE GRATE SHALL U ~o
SEAT IN ITS FRAME WITHOUT ROCKING. FRAME AND GRATE SHALL BE FITTED, MATCHED 16"X34" AND MARKED BEFORE DELIVERY TO THE PROJECT. p_ om ZN LO
~ ®0 O pC f6 C~rA
WALLS: CAST-IN-PLACE WALLS SHALL HAVE A NOMINAL THICKNESS OF 8". PRECAST 19"X37" O VVYN ~ •sil
WALLS SHALL HAVE A MINIMUM THICKNESS OF 6" AND BE REINFORCED SUFFICIENTLY TO O OtNV1 Z gqDaOm
PERMIT SHIPPING AND HANDLING WITHOUT DAMAGE. O oZwm N Ulm ~ ~
oaso C7 mrerv
CONCRETE: CAST-IN-PLACE CONCRETE SHALL BE CLASS C. PRECAST CONCRETE SHALL H]
MEET THE REQUIREMENTS OF CMS 706.13 AND BE MARKED WITH THE CATCH BASIN FRAME NUMBER. THE WALL THICKNESS REDUCTION SHALL BE FROM THE OUTSIDE.
1'~ J
MINIMUM DEPTH: THE MINIMUM DEPTH SHALL BE THE OUTSIDE DIAMETER (O.D.) OF THE 00
OUTSLET PIPE PLUS 15". O
J ~ Q r
CONSTRUCTI N INF RMATI N PAVED INLET 2 „ 0 0 0 OPENINGS: PIPE OPENINGS SHALL BE THE O.D. OF THE PIPE BEING SUPPLIED PLUS 2 008,1 W
WHEN FABRICATED OR FIELD CUT. FILL ANY VOIDS PER CMS 601. MINIMUM WEIGHT OF GRATE, 210 LBS. Q H > O-
r ~ } ®Q' Q ~Vl XmO ~-1ERNATE WALL ~ TA6LE DF DIMEN510N5 ~
DOWELS: FOUR 1 " X 18" DOWELS ARE REQUIRED FOR CONCRETE PAVEMENT AND CURB. MINIMUM WEIGHT OF FRAME, 265 LBS. CONFIGURATION D T A B C E l H:V INT. (n (D Lil ~ ~ r 72° 2-1/4° 4° 2'-0° 4°-1° 2'-0' 6'-1° J:1 73D W Z ~ p 0)
SEE SCD BP-2.2 FOR DOWEL DETAIL. 1 15' 2-t/4' 6' 2'-3" 3'-10' 2'-0" 6'-1" 3:1 730 ~ J LL h U J t~ N 18' 2-1/2" 9" 2'-3" 3'-10" 3'-D' 6'-1' 3:1 1190 O C ~
BLOCKOUT APRONS SHALL BE CLASS C CONCRETE. w 24' 3' 10° 3'-8" 2'-6° 4'-0° 6'-2° 3:9 7770 Q Q CJ 0 N
~ ~ 30' 3-1/2° 1'-6' 4'-6° 1'-8" 5'-0' 6'-2' 3:1 2380 Ll O ~ 36' 4' 1'-3' S'-3" 2'-11" fi'-0' 8'-2" 3:7 5320
DIMENSIONS OF STRUCTURE UNDERNEATN THE PAVEMENT MAY BE INCREASED TO 42° 4-1/2" H'-9" 5'-3' 2'-11" fi°-6" 8'-2' 3:1 592D h-} 48° 5" 2'-0" 6'-0" 2'-2° T-0" B'-2" 3:1 747D
ACCOMMODATE LARGER PIPE SIZES. 54' S-1/2" 2'-3" 5'-6° 2'-10" 7°-6" B'-4" 3:1 881D 60° 6" 2'-8" 5'-0' 3'-3' 8'-0" 8'-3" 3:1 11180
C B ~ 88' 8-1/2" 3'-0" 6'-0' 2'-3° 8'-6' 8'-3° 3:1 12530 L = LENGTH 72' T 3'-0" 6'-6" t'-9° 9'-0" B'-3' 3:1 13986
PLAN ~
-1 GENER4L NOTES: V
H:V SLOp f = 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
o ~0 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS q OF REINFORCED CONCRETE PIPE OF UKE DAMENTER PER
AASHTO M170, TABLE 2, WALL B.
r1 3. ALL CONCRETE TO BE 4000 P.S.i COMPRESSIVE STRENGTH.
SECTION ~~wS. ~ 4. PROVIDE TONGUE OR SPIGOT JOINT AT INIEf END SECTION. 5. PROVIDE GROOVE CR BELL JOINT AT OUTLET END SECTION.
~ SEE STD. 20.23 AND 20.24 8. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED ON THE MANUFACNRER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGNT OF WAY.
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NOTES ~
GENERAL• WITH NORMAL SOIL AND SITE CONDITIONS THIS
STANDARD PRECAST MANHOLE MAY BE USED FOR ANY Z ~
EITHER END REINFORCED STI( RCED STIC REQUIRED MANHOLE DEPTH. w ~
FRAME PERMISSIBLE
x AND COVER Q Ya" GROOV 3 8" DI . SECTIONS OF THE PRECAST MANHOLE SHALL BE CAST ~8" DI . AND ASSEMBLED WITH EITHER ALL TONGUE OR ALL o
~ ~ ~0 GROWE ENDS UP. LIFT HOLES MAY BE PROVIDED IN ~
MORTAR ifl 45° EACH SECTION FOR HANDLING. HANDLING DEVICE FOR
GRADE RINGS OR 0' OTHER APPROVED ~ ;b. THE FLAT SLAB SHALL BE LEFT IN PLACE.
0 o METHOD (IF NEEDED}
0 0 ,9 TOP: THIS SECTION SHALL BE A FLAT SLAB UNLESS AN m
Z 1 » ECCENTRIC CONE IS SPECIFIED.
TRANSITION (OR REDUCER): THIS SECTION CAN BE
MORTAR FRAME Q EITHER ECCENTRIC CONE OR FLAT SLAB,
AND C VER N 0~
2, MIN. RISERS F ~ 16 MAX. , ~ J BASE: MANHOLE IS SHOWN WITH A MONOLITHIC FLOOR
N ~ P~ AND RISER WHICH MAY BE CAST IN ONE OR TWO
~ GRADE RINGS OR OTHER R~ w ~ OPERATIONS. A PERMISSIBLE ALTERNATE IS TO CAST AND
STEP TYP. APPROVED METHOD o 0 t~ ( ) IF NEEDED o 0 F { ) ® SNIP THE FLOOR AND BARREL SEPARATELY. OPENINGS 5TC 16000s Precast Concrete Stormceptor FOR INLET AND OUTLET PIPES SHALL BE PROVIDED, W
~z
~ ~ ~ M (16000 U,S, Gallon Capacity) EITHER WHEN THE UNIT IS CAST OR LATER, TO MEET ~ PROJECT REQUIREMENTS. BOTTOM CHANNELS MAY BE
~ iti ~ 48" DIA. 5" M1N. FORMED OF CONCRETE, PRECAST IN THE BASE OR FIELD o
Qw w a CONSTRUCTED. ~ c.~
~ ~ ~ z_ Storm~eplor S~ormceplor ~
_ ~ Q U ~ OPTIONAL ~ ~ v~ Framei~dc~,er aemea„doo~r RISER SECTIONS: OPENINGS FOR 18" AND SMALLER ~
z a ~ ~ FRICTION-FIT ~F ~ 32"~ INLET PIPES MAY BE EITHER PREGFABRICATED, OR CUT IN a o GradeAdjuslersTo f------{~~ GeaaeAdjustersio THE FIELD PROVIDED THE SIDES OF THE PIPE AT THE ~v Sa!! Finished Grade Suit FinishFd Grade s
W a END FOR PRECAST OR ~ ~ STEP (TYP.) z w MANHOLES ~8~~ ~ .l.__p"~n''P°d - ~"~°'P"' SPRINGLIKE DO NOT PROJECT INTO THE MANHOLE.
0 ~ ~ D~
M,y ~ I ss"~ 9. 9s°~ s• . OPENINGS: THET MAXIMUM PIPE OPENING SHALL BE THE ° o ~ ~
RISER a Ny Varies ® i - ~ ~ ~ Vanes O.D. OF THE PIPE BEING SUPPLIED PLUS 2" WHEN ~ ° ~ a Slo~mceplor _ - ffiamceplor insetl rased O
~ z 0~ 2" MIN. d _ ECCENTRIC „ d BOTH HOOKS MAY !niei FABRICATED OR FIELD CUT. FILL ANY VOIDS PER CMS ~ .a.._ Wei eu Weir Weir Oullel ¢
TRANSITION 16 MAX. ~ ~ 601. v~ 23" 22" 21° ~ - ~ 20" Q
~ BE TURNED UP z - - ,r~ f 1 ~ ~ ~ p 1 ~ MATERIALS FOR BASES AND OTHER PRECAST SECTIONS, o m
~ a ~ ~ INCLUDING REINFORCEMENT NOT SPECIFIED HEREON, B ~ 3
~ w CLE 20 N O.D. + 2" ~ u~i SHALLY COMPLY WITH THE REQUIREMENTS OF CMS Q
~ OPENING 2 5 MIN. 48" DIA. 706.13.
DmpTee 2A'00rop Dro Tee 24'0niap Gw INeiPlpe OupelPipe In1e~Pi OuiletPipe ooR
AS PER BASE LD. CMS 706.13 ' ~ 9a~ TOP SLAB REBAR: REINFORCING STEEL USED WITHIN THE tifin. Min. o an
O.D. + 2" _z ~ TOP SLAB SHALL BE EPOXY COATED. ~~oo 12' u oro~~ w
z OPENING ~ ~ MIN. "T" OQ' i~ Inin A
(SEE TABLE) ~ , `r 38" ~;~ma Z oo ~
1._ L gao_x o
~ ~ _H LOLmO V r-a0U1-i~. ` C
~ ~~ti 4:1 BASE a 38 LENGTH ~ Q, z BEFORE BENDING ENDING Se~lianTUruChambers
~Q BASE 4:1 z a Q P o- w
z P~'' ~ o
z STEPS SHALL HAVE A MINIMUM CROSS SECTIONAL DIMENSION ~ BOTTO M m
CHANNEL z OF 1" FOR FERROUS METAL AND 3/4" FOR ALUMINUM. o z y ~ m
~ ~ i~OteS: W
BOTTOM ~ STEP DETAILS ~ \ / i, The Use Of Plexib(e Conneetiun is Reemnmended at The Inlet and Outlet Where Applicable. °
CHANNEL 2. The Cover Should be Positioned Over The Outlei Drop Pipe and The Oil Port. ~ P 4
3. The Stormeeptor System is proteetad by one or more of the following U.S. Patents: X4985148, 0008,1 m
#5498331,#5725160,#5753115,;i5849181,g6068165,#63?1640. ~ y~
4, Contact a Concrete Pipe Divisian representative for further details not listed an this drawing. ~ o" Q o_
AS PER AS PER U °oan ~ ~Laa
CMS 706.13 CMS 706.13 TWENTY 1" DIA. o P*mn z oymm O oi~'~
CORED HOLES IN N U_pW Oe ~ x
CHECKERED TOP (7 OWIXp=W
4 48" PRECAST BASE ~ DESIGN 60 TO 108 PRECAST BASE
0006.1 FOR 30" AND SMALLER PIPE 0008.1 „ SEE TABLE FOR MAXIMUM PIPE SIZES FOUR 1 DIA. i] NOTE: ~
CORED HOLES
0 LENGTH L VARIES CONTRACTOR MAY SUBMIT POLY-DRAIN O TRENCH DRAIN SUBSTITUTE FOR APPROVAL ~
6" L/2 L/2 6" BY THE ENGINEER. ° J ~
Q
~ g TRENCH DRAIN AND GRATE SHALL PROVIDE w~ a
Q CAPACITY FOR 180' x 50' AREA AT NORTH ~ ~ ~ ~
~ I UNLOAD DOCK AND CAPACITY FOR 305' x ° no
~ ( A ~ 50' AREA AT SOUTH UNLOAD DOCK. w c ~
DIA. + 2T MIN. FRAME & COVER A C = 0.95, I = 7.03 in/hr ~
58" DIA. MIN, O 14LT p p N
z
24 DIA. ~ ~ I ~ ~ ~
STEP
ro a a Q ~ C
a
1 2" EXP. JOINT
(ALL AROUND)
Q
60" TO 96" DIA. ~ NEENAH 6" 12" 6" R-4990-DX
48° DIA. a Q TOP GRATE/ TOP TYPE A GRATE
-'1/U- JU>J- PAN CONC. ELEV VARIES & FRAME
FLAT SLAB TOP a TOP GRATE/ FLAT SLAB TOP ToP CONC. WITH ASPHALT ° ,
(N-S) r °
d a ELEV 624.25 LENGTH (L) VARIES 1'-0'° v~ a a --~,,~~--~~t cn
DIA. + 2T a ~ {E-W) ~4 BARS f z w
O.C. BOTH V~'S ~ v
6" MIN. 48" DIA. IN WALLS ;1`~'" ~ - rn
~ FORMED T. = 9 8.2 MAXIMUM PIPE SIZES a~ ~ C 3 5 a . CONCRETE a FLOORS ~ ' I ~ ~ r` .mac ~j ^}Ny.~~ w
~ ~ U
w z „ MAX. PIPE w z ~ ~ BASE I.D. MIN. T ~ INV. E ° INV. ELEV ~ ~ INV. ELEV ~.ia ~ ..e, ° ~ Cgo
Q Q SIZE cn f ~ ~ ~ ~ ~ I a 937. 937.00 ~ WZ~ 937.00 - ZQQ W
~ 60 5 36" I z i~ w ~ U V I ~ I SLOPE ~ v t ~~w SLOPE VARIES INV. ELEV SLOPE VARIES a ° - d ` C° Toa
72 6 48 ~ ,.:,a „ o
84 ~ w _ 7 54 SECTION BELOW SPRING LINE { - f SLOPE VARIES 936.50 SLOPE VARIES 4_~-~~-~
~ i ~ ~ 60 TO 96 DIA. 90 7Y 60" N Q -a 1'JN
n n / i 4 d 96" 8 66 a ° ° a 6 ° ° a ° ~ I- a'wo a ° c a
108" 9" 72" MACHINED Z ° I _ _ f j w
y
FLAT SLAB TRANSITION ~ P r,,~~b; v ~ ~J ~ ° } ~ ?O'%`~O \rr~ ]r -x } l° Z s' w o
~ ~ 7~.. ' d~ 7` ~jl ~y_,~~}~ 1 , _ ~ ~ ~ ~ r_;:%'~fi ` O hod SECTION B B ~ W W .
0 {E-W)=EAST-WEST ~ ~
12" PVC ~ m J `~~g
° #4 B. OUTLET PIPE (N-S)=NORTH-SOUTH ~ ~ Q °~a #4 BARS C~ 6" O.C, I- ooZ
0 ~ BOTH BOTH WAYS IN WALLS
AND AND FLOOR SLAB W oN
° PICK HOLES ~ 0 #9 STONE COMPACTED ~ ~ J
0 0 N TO 95% MODIFIED s~a~ vv~„u~iuunuipnu~,~ ~ 9 0~v a,,~ ~ W ~
N Z PROCTOR (TYP) ,0~`0 ~ H ~ A R o U SECTION A-A ~;'F~~~s~s~i~o~:~'.~.' d t~ I w
a Q7
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0 HEAVY DUTY COVER ® BOTTOM VIEW UNLOAD DOCK TRENCH DRAIN'
0 0 0008.11
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