20071986 Ver 3_Site Plan_20080924

- Th En ins r does not uarantee that all existin facilities such e g e g g ~ ~9~ ~ R ~ {~'rgp ~q u
as i alines electrical lines conduit. tale' hone cable service ' pp , p , ~4 yt ,y~ a6 pLyd 9 l& LWd L' S~°S 6J
' ` ~ Plans. It shall connections® or other facilities are shovv'srn on .the
, < be the Contractors responsibility to have all utilities located by
their res active owners field mark the utilit locations and p , Y , _ I ~ ~ ~ ~~Qj~~ ~1~~ ~ ~
rotect a I such existin fac€lities rior to be innin construction. p I g p g g TYPICAL ROADUVAY SECTIONd 0 ~ ~ ~
The Contractor is ful3 res onsible far notifi in ail utilit owners 9 ~~mm
y p y g y c rdan with l~C General Statute - Cha ter ~7 Article 8 in ac a ce p , RICHLANDS RIDGE DRIVE ~ ROAD R po. ~ a~
The Under round Cana e Prevention Act, d ~
g g -Setbacks: Franc =2 ' Re r =Ib° Side =R" Corner Lot=20° on Public Road 50,0 ~
~3 a 8 , 12.5 12.5 ~
2Q Setback frorn all drainage way buffers wafer supply improvement buffers
- Sub°ect ro eat in a flood hazard l p p Y / 10.0 10.0 ~ ~ - . .
area zone AE er FgRi ma ~72g~~30gg J ~ p ~ / 00 WATER SUPPLY , - ' ~gL§&B6~ii66~PfvF
3~2U~~3tOgJ effective .date i'~~lay 2, ~Q06. - IMPOUNDMENT BUFFER zotvEi
- Existing vegetation :and nature! areas shall tae protected to the greatest extent , a °b 4
§ ~ ~ r ~ ZONE N 4 possible. and minirnti~a clear.ng a, .and shall be undertaken during development. 2,00°10 _2,00% ~ ° ~ I
- ruc ian sh ll be in c r an e with Town of aJUake Forest All coast t a a co d o STREAM BANK
and Ci of alai h Standards aril S ecifications. ~ ~ g p g.1 ~ ?.2 I ~ 31 ~
- Existing vegetation is waadlands and cJe°assS.and, 'd o I as ~ 4"~gd~~n~~,~ '"q~'"4°
- No wetlands hav n d i°neat~d on this site, e bee e : ~ w 30" VALLEY ~ o~ {aeo ~-g ~ PAVEMENT DESIGN R~~ ~L 0~ ~
- A ro art owners association gill be established to maintain and preserve ~ ~-~-~'A p p Y o ti 2 GUTTER 5' CONC ~~~r~s~~s~a~~~~
all common areas and open space. c, - Typical sections may vary dependant upon street, SIDEWALK 2" 1~2 -~,~.~L-iaE-SASS ~-2
! ti - No Driveways gill be allovued onto Holding Avenue See Construction drawings for complete listing. 8" AFDC ~~C ~a~e, _ _ ~a-~-
4 o he TOWF ro REM~N NRRR and RCWPOD locates on lots shall be dedicate t t as ~ j O ~4iAba'N ~Y: Ctil=rf?dFliN~1~
e and fu ure r nw where noted and all other noted locations HEY/ 2D~crrr of o en s ac t ee a 9 p p y 1~~Tee~VppGII((.~~~Cjjh~~;LtiEVVD ~Y:
R shall be laced in a conservation easement. ~uBUC s!~"rraar ~+'C.JtV iV~f.Y ~E. INIr-~Ya
EASEMENT 900 WATER SUPPLY SUPPLY ~ c~~~ ~~~c~~o sv: ~e;~ ~
IMPOUNDMENT BUFFER T BUFFER -
SHADED AREA TO BE NfW 2a ravN Df sc~L~;
DEDICATED TO TOWN WAKE fDRESr P!l8LlC STDRM OF WAKE FOREST AS FASEMENr PRO.iEC7 N~, 2(10628Q.Qd
OPEN SPACE & FUTURE f
GREENWAY 74 - (,939 SF)
1 I ~ { , i
NCR a.
TO REMAIN _ ~ ~I ~ u~
r y, ~uz~~~ u z„ ~ o:
a ~ , I, ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I
o ` s _ L C'I.a
~ ~ ~.E~ ~ 1 I ~ ,
TYPICAL PUBLIC ROAD1rhIAY SECTION= ~ ~ I ~ ~ ~
J 3 j i~~
CO i "r ~ _ _ WEST HOLDING AVENUE EXT. I
i kt } ,1 l:~
~ ~ ~ o ~ '
50'NEUSE BUFFER---'~ ~ ~ 70.0 k~.~~ ~
~ o ~ _ !aWlDE 12.5 12.5 p ~ ~ ~ ~
900 HATER SUPPLY , A. ~ _ . I ~ ! ~ rrrE `A' IMPOUNDMENT B,UFFER,~` ~ ~ '~a 1 ~ j BUFfER 18.0 18,0
~'a F ~
TOP OF ~3ANK;' ro ~
~ I a 5' SIDEWALK CE~i'TERUNE , o REMAIN ~1.0 1,0 3' l 6.5 5.5 1
` i r~ ix ? ' - - Iv
- ! - _2.00% 2,00% ~ _ ~ a
r _
i~ REMAIN , , ~ i ~ ~ ~
a ,B--pa-~-µ , , ~~o ~oAD coNStl3 !oN ~ , 30" STANDAR PAVEMENT DESIGN
ST~I ' 56 ~ ~ LIR/W! ; TO REMAIN 5' CONC 5' CONC
~~<1 ~ ~ 90`'~IOHT I i~ ; ~ ~ ; ~ , ~ =I 1 it . TRrANC~E a / ~ ~ , ~ ~ ~~l ' a ~ lasroRM SIDEWALK CUPB~GUTTER 2" I-2 SIDEWALK 8" ABC
' ~ I EASEMENT . ~,.y 4 ^ s~ i I
- ? ~ i i ~ ~ ~ ~ , ~ '~A ~ A!X
~ i s 5 S/DEW _ _
~ ~ - ; CEN LINE , ~ ~ ~ - _ _ _ - _
~rr ~ w ` - ST, !BOLDING! AVENUE .EXT. a r•. r~~ ~ c~ . ~
~u,,~ uf~ r,; - _ / .0 ~UBLIC SIGHT Of WAY'` , 1 , ~n << a~~, r.
- - ' NEW 2D' Clo't' OF „ R Progress Enemy Conditions: ~ ~,yEOy ~ ~ ~ - _ ° -.w_ - z ~ c~ ~ , _ ~ - ~ ~ ~ uJ
~ ~ ~ . , TOP ,dF BANK ntretrc ANIT/~7?' ~ ~ ~
- w~ , 1. Sewer ales n4ust be $3~' or nears inches above grade, unless in sued ~ ~ ~ ~ " ~ ~ ~ ~ , ~
. 3 P ,~-1-_ ~~o - or gravel~l areas. The sewer l>_ne crossing should be clearly mark ,d on each side ro REMAtN 1~0 ;W ~ !o`sroRM
of the EEC ri t-of wav, . - _ _ ~ ~ __EASEMENr --TO R~_,v _ _ I ~ ~ C!7 i~,
_ ~ sa.x srrs~c~r - ~ N L~0'T TR<~GLESG~ 't~ TI{IAHOtE OP o'v _
E E z~; Fire by ,utility pedestals or any over above ground facilities shall not be ~ r~Ie c ` ~ _
~ am . allowed darectiy sander conductors nor witl~na fifteen ~15~ feet of file autslde TOP OF BANK ~ z n, ' _ , 'U ~ _ _ r , ~
w.- / ~ ~id ~ t , 1 the wei t of m- conductor. Al. under oad faexl~t><es an?~st be ~a ab e of bear~n ' p ~ ~
' 900` WATER SUPPLY , ~ a.: PEC maintenance vehicles. '~d~is will include the vane curb arran ement that ~ ; _ a z° ~ REGISTRY COt1>~1` y ~ IMPOUNDMENT B FEIN - ' " ' 60.0' PUBLIC RIGHI „OF'?4yAY- u`i3~.
falls w~?thm the raft-ot-way at the l~chland ledge l?rgve cal-de-sac. PEC may , . ; ' - _ _ - fllcR - _ -
il~e this location access its ri t-of waY> , ` v, 50' NEUSE ~Uf~~R ~ ~ _ _ _ - ~ c
.
~ \ 3. ~3SliA na~num equ*<prne safe ~ork';ng distances shall be maintained between ! ~ % 1 _ ~ , i,,
line conductors acid and cortstactior~ equipment operatiat within the limits of the '
PEC ease~aent area. ~ i
~ ~ h r C ~(1~ ~ ~ i~;~~~,
~ ~ _ 4. any grading within the rift-ofmway fat a~lows water to pond or to cause erosion , Er p~ t _
r a, a 8 , i i o an ale ower or i rohi.~ite . f of ar and y p 9 t char s p d grading within thirty X30) set
any PEC structure or anchor v~ill not be allowed. The P~ichland Ridge cul-de-sac ! 1 _
` z ~N ~ grading wall be m violation of the tb~ f feria. mule there may be some _ E r - ~ _ ; ~ , r ~ ' ~ ,
flexibili in the foot re Mrement it a .ears that the anchor and wire ~ ' - ' ~ 1 tY ~ liP y '4fi ~ i ~ -
will betoo aldse toback of curb. solation would be to relocate the sin~pole ~ ~ ~ . - , . : ~ . ( _
st~cture and anchors to a amt u or down the n t-of-wa where diere ~ ' " - STREAM BANK ° -
would be noconflict. Prorn the review of the submitted ~lans4 it does not appear ~
that the proposeal grade changes will create any desi n clearance problems. _ ~;1LL , ~ ,
However, should the dial elevations at an,~ op int re#lect a copductor clearance -,L ~ :a ~ , ~ ~ ~F
~roblem4 its re~air~ r~lacernent of a sopport structure. t~.n.~ structure chance ~
out would be at the exoense of the owner~develoi~er.
f':
Mane of the excavated to soil shall be ermanentl laced or tam oraril - ..P .p y o v
stoc filed within the ri t-af wa limits. Construction activities shall not CONNECT RlCNLAND SEE SHEET RC-1 ~ @q r°.
interfere with PEC's access and/or maintenance re uitements. RIDGE DRIVE EXTENSION TO EXISTING ROAD
6. Trees, s}~rubs, Mashes, or lead es listed within PEC ri ts-os way shall not
p exceed a maximum height oftwelve ~12~ feet at maturity, and maJ not interfere
with PEC's access and/or r~aintenan~ re ireinents. There is one l tree spawn
within the PIaC easement gyres, Please correct the Tree ~ ~a~e Plan (T-1 to
identi what of tree will be lanced withih the ri ht-of-wa .
7. PEC will use reasonable care to avoid any damage to said encroacbment during
construction, maintenance, operation and removal of its transmission line, but ~
PEC will not be liable for any damage that might occur during the performance of CrAa j /CC~
these activities. C` !CC` CCU
5~ DRAWING NO.

a
EL SPR ADER l ; ST~Rf~ ~B ; TYPe ,
Q10=21 cf s _ ~ ~
d~ =8 ~
dma =12 ~ , ~~5 Ip
~hlCknes ~Lb,, i~ TO REMAIN ~ ~ ~a
9 Progress Energy Conditions: r~ ~ u ~ ~ ~ ~i
f ~ ,j Width @ ' 1. Sewer manholes must be thirty (30} or more inches above e, unless i:~ paved. ~ ~ ~ ~
% t' ~ W i ~r ; ~ ~ at~d -l6" J ~ ~ i. v , a or graveled areas. The sewer 1me crossing should be clearly marked on each side n o ~
.,~~I ~ ~ a - ,r ~ t of the PEC right-of way. ~ ~ ~ ~ ~
r, ,i `t ~a TowN OF ~ ~ ~~n n~ xr~w~
50 NEUSE BUFFS E ~ , € ~ t ?VGAKE FORE S'T ~ ~ c a~,~ ° ~ ~ : 2. Fire hydrants, utility pedestals, or any other above ground facilities shall not be ~ ~ ~ ~ ~
~ ';r, PUBiJC STOf.,~'M ; ~ ~ ~ allowed directly under conductors nor. within fifteen (1 feet of tine outside
- ~4 f% ~ ~ _ C'113 CI14~ conductor. All underground facilities must be capable of bearg the weight of
EASE~9EN7` r _ l ~ _ PEC maintenance vehicles. 'This will include the valley curb arrangement that
` J` fallswithintheright-of-way at the Pachland Ridge Drive cul-de-sac. PEC rra}r
a z T r j t 1 r t ~ ~ r' utilize this location to access itsright-off way.
~ ~ ' . . ~ / r ~ t r ~ ~ f , N
4 L.L J/ Q~O < 6~9VB~89B~~ 3. OSHA minimum equipment safe working distances shall be essaintvancd between
J' ' J a ~ ~ line conductors and any construction equipment operating within the limits of ties ;~°Y° °
` f~ ~ i ; w~,~ ° ; ~ ~ S; . PEC easement area. ~ ~
{ ? . - , r~ , S Am
4 ~ ~ t - ~ 'U 4. Any grading withintheright-of--way that allows water to pond or to cease erosion. 2 t
d - ~ J ~ i Z J r around any pale, tower, or anchor is prohibited. grading withh~ third (3~) feet of a
any PEC structure or anchor will not be allowed. The ~tichland)~idge cul-e-sac °d~~~ Q~} S°' ~ti"~
` ~ I Z f p ~ r grading will be in violation of the thirty feet criteria. a°le tisd~e may be souse 'd~~~~~~
Ai J `4 ``>G J' LJ t , { ~ J J ,ti ~ ~~a~8~9~~44 flexibility in the thirty foot requirement, it appears that the guy anchor and wire
't:~ i will be too close to back of curb. A solution would be to relocate tf~e._ ~ing~~ Dale DATE: 10-3-06
' r' ~ ~ t i , ~ R structure and gumanchors to a point u or down the ri t-of way vahere tlZere
, ~ i ~ , ' would be no conflict. From the review of the submitted lams, it does not appear °'~W~ aY; c~r~~rn~'~s
~ ^ jr 1 s that the proposed aa'ade chances will create any design clearance~roblemms. cwc. cM~cKEa av; rang
~ a ~w ~ ~ - i / , ' , i i, ` - i However,. should the final elevations at env point reflect a condE~cto~ clearance n~slo~EO e~: ~pA
7 y, i r,,,e. ~ ~ problem, it may require replacement of a support structure And structure cheeses gcN. cwec~ro a~; P~DA
T . _ - - ~t F ~ ~ , out would be at the expense of the owner/devefloper.
AN t - 4calr;
i ~ ~ S. None of the excavated topsoil shall be ep rnsanently placed or temporari~!°1
f„ , ~ , ! ~ stockpiled withintheright-of way limits. Construction aetivitie,~ shall nod PROJECT r~o. z006z80.00
, c k { 4 { foO : ~ ~ o ~fi~~A~~l interfere with PEC's accessand/or maintenance requirements,
. , . a
r ~ 'i - ti / / J ~ 6. Trees, shrubs, bushes, or hedges planted within PECrights-of ~~~ay shall not
, N4,... ' ' exceed a maximum height of twelve (12) feet at matus~ity, and eslay not interfere ~ ry
_ ' ~ ~ wr '/b;: _ t with PEC's access and/or maintenance requirements. There is pane (1) tree slsovivi~s
ah ~ 1 J ~ within the PEC easement area. Please correct the Tree & S'~na e Plan `T-1 Yo ~ r ~
. -v... ~ _ ;6 R~ ,~9AIN ~ ~ ~ J~~ _ ~ , _ _ _ . _ ~ - identify what type oftree will be planted within the right-of way. ~ ~ ~ a ~ ~ ` ~n
rt ~ L` J s. ~ - ~ - _ ' - . Jam. {gq : ~ ( ~ , i
~ d , t , ` 7. PEC will use reasonable care to avoid any damage to said encroachment during ~ ~ ~ z
F ~ ` ~ ~ it ; 1 . ~ - ~ . _ construction, maintenance, operation and removal of its transmission line, but ~ a " o PEC will not be liable far any damage that might accur during the performance of ~ ~
f , 1 b ~ ~ J ~ ~I 1 i a `s J ~ I / i~
~ _ r a r ~ b, r ! l ~ ~ t / p F F $ _ r \ ~ r ~ $ ai\x ~ ~ ~r11 4`R-cl ~ I F 7~~ ' 1 ~ I J~ ~ i f - 4}j s i TO REMAIN these activities. ~ i
~ ~ J ~ ~ i ~ ~ ~ / y, j J ,f J 1 ~ ~ ~ _ r'
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t' s ~rve ~f R C r_ _ ~~_ti~ . ~
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J ~ _ # E5T H;OLDiNG AVENUE EXT. 1. , DEL SPREADER , 1=YT. - ~ - _
- ~ r ~ 70D0` PUBLIC RiGFlT OF AY { - A~ ~ ~ r
i . ~ '
/ ' ~ ~ ~
5a° tISE BUFFER o r. _
; _ , ~ ~ , ~ ,
f n ; r i ~T R N J , : W i ,_TO REMAIN
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r F rIre SCA LIE: 5(y
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DRAWING NO.
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~ ~ IiV; T~iL~ PEiEEf`~~T E:C~G~~LL ~'IToii IP~t;~ ~CVD F~AI` i ~ s ~ I I • I EARTN BERM ~ (ry ~ ~
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I I iii s : I ! ' IH. i i~Y ~ ~ i I , s{ ~ ~ ~ I 1 ~ . ! I ~Ii ~ I e~4hiTRi~ts:T~1P~ ~ i~ -i--~ ~ ~ - ®~®g919B@IIPIB@p
! • ' i - I I ~ n ,ALL E:LEt~E~dT PREG,AT T~ ~9EET itST~9 CH"s~, lii~, I a I - ~
I ii ~ ~ I I _ € ~ ~ ~ 1 ~ s i I;={ I ( - t~ELDE;0 ~CIRE FASHI:C ft9r~Y HE ~t~E,~TITl9TE~ F~?F~ HEH~.R ~ ~i
+y~~~_~__ _ _ _ _ L~U{~~ A~ THE ~f+iHE ~tREA €8F ~'sTEEL I~ PR43~atIC~E[~, SEDIMENI PIT °®®®®p~ e a~ /e e O
I f--------- 8`'~',=s 6 - * JHi~NfF'ER LtLL ~}~R~E:S 1 ~E Nf~i+~E ~t PA~I~ I:iE 1 j NOTES: _
1. DRIVE STEEL FENCE POST AT o 25 Q LEAST 18" INTO SOLID GROUND. JUTE NETTING i ~.y~ o
8 t}.C. ~TYP.} ''3--flREE~ER TQ ~HA~T 2. WOOD POST ARE NOT ACCEPTABLE. ~ ~ sB ~~~°°oo>.o®a~
~ ~-t~EFER T[I ~H~tRT ~ ~ ~ FAR HA'I ~Z~E FC1t~ ~~~8 Si~E NQTE : THE T~9It~9~~lk~ ~,R SIZE iIH,~LL BE BAR s i E i
~ ~ ua rztT $ GT.THE ~t;11NTi~t~T(~R ~II_IL H,~'JE THE S~PTE~4h~ I ~ ' A®®®®~~~ el I ®?ta`s~~®®m OPTONAL SKIMMER JUTE SUPPORTED WITH TOP WIRE
~ r Tt7 I'V~REa~SE TNI~ 13AR SIZE A5 tdEEE9E€!. ~ : I Q (SEE DETAIL BETWEEN STEEL POSTS D4DDO.is) DATE: 10-3-06
~a3
~1 ~ DRAVJN 9Y: CAFiRJFiW~AS
~ I`~ r PERSPECTIVE VIEW DVYG.ChECKED BY: ~®A
` E: L I~ENSI E DESIGNED 0Y: MDA
DETAIL No. DGN. CHECKED BY. MDA
~ FT. ~I~lINAl~ MIt~.1~Al~_ ~9IN.;+~4A~t. 6~Ih.~l!~, ~~I~. ~IR.a ITN. l~: ; ~ T ~ STANDARD SKIMMER FILTER BASIN
_ PIPE DIA. ERR ~iIZE H1 OFF. ~ N2(IFT. } D AFT: ~ 1 W { EFFECI i = - , I~ EFFECTIVE: 09/08/05 04000.03 SCALE:
i it ~ ~ ~ ~er ~.`~~1r~~~~ ~•eVi~_~'~ ~-~~f1.~ ~•Vi~t.~~ ly~i.:~~' .
PROJECT N0. 2006260.00
1,~ 1.2~J<_.~+~ ,~_~4(li_a~ 1.~~t~'.t~~ ~,~~hj.7~ 16.~t7J,7~ ~
F; . e . > I 1 .5i~,1 r` . ~ . f 4 _ C5 1. ~fI ~ ~ . 5L1 3 _ 75 I~ . ~ . ~ ~ _ s ( I `~C ~•/q~ RETRIEVAL SKIMMER DETAIL JUTE NETTING (TYPICAL) PROTECT WEIR WITH FILT ROPE (SEE DETAIL 04000.18) (SEE SHEET 1)
~ x~\ #5 ~ i :Siltze,~€7 iJtl~~1,~5 i a7 : t~ 4.i~E~ ~1.~ ~.~~1 i FABRIC AND RIP-RAP
~ Igo ~ ~,`a•. • ~ EH i`i~ i ~ 2.5 @ Srr ~'.5[3t`Q3a~Q • 4.~3Dt` .O~i~:~~ ! 4. s,lJ 11(l.Q~}'1~, s ~ Lu ~ N cv ~
E I f %a _ I t eti•. _ _ ~ I ~ *Y tF ~ t ; 7 S FILTER FABRIC 2 ~ ~ W
w h ~ u7a ~ ~ w ~ a
I 3 ,i `5' .5 5 ~ tt~.0 ~.~?LI;+Ca.75 3.5J.5~ .7~ 1:2.Q~1 13.E I ~ `
E ~:rt~ - E~ r= ~ ~ a ~ i ~i.~3 S ~.5~~a~.,.Q o~Qf7.Of] 3~~r3.~~ +~.5:~)6e75 (1~i01~~ ~ I tC U3 ~ ~ ~ ® ~ w ~ ¢ Q 5'x3'xl B"
- ~ ' rr 4.{l~ ;s.£~~ ~.~~6 ~C.~~I ~.~5~4.QE9 ! 7.,~ 7;3.~~1 1 6" STONE APRDN ~ ~ u' ~ 3 NOTES: ~ t~ o u. ~
~ ~ ~ ~ 1 1 ~ I ~ I - ~ ~ 1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE) ACRES. WEIR DETAIL ~ O ~
~ i ~ i ~ ~ 2. EARTH BERM SHALL BE STABILIZED w/SEEDING ACCORDING ~
TO TOWN SPECIFICATIONS.
I i ~ ' t I - LINE WEIR WITH RIP-RAP
I DESIGN OF SPILLWAYS
E I _ DRAINAGE AREA WEIR LENGTH t ~ ~ ~ F ~~v
SHEET ~ E}F 1~ 'SHEEN ~ - (ACRES) (FT) IQp aE_f)9M- p ~ ~ d n~ t 4.0
~ ~ s 2 6.0
3 8.0 ~ N rn ~ ~ ~ n ~ 4 10.0 / DITCH AND BURY
5 12.0 FILTER FABRIC J FILTER FABRIC EDGE 1 (MIN. 12" OF FABRIC)
MAINTENANCE
INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS DRIGINAI DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING,
CHECK THE STRUCTURE FOR CAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE_EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP
RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. _
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
DETAIL No.
STANDARD SKIMMER FILTER BASIN ~
EF EFFECTIVE: 09/D8/05 04000.03 F
30" INLET P1PE 15" INLET PIPE
44" 44"
24" 24"
SCREEN ACCESSIBLE THROUGH DOOR. ~ VENT W ~
12" 13" NOTE: SKIMMER IS TO BE A SURFACE fV
20" 18" DEWATERING DEVICE SUCH AS BMP ~ SKIMMER OR APPROVED DEVICE.
12" J 13" J
~ 24" (MIN) L 24" (MIND
12" 12" 7 LF, 8" PVC 8 LF, 6" PVC
@ 0.50% (MINJ TO @ 4.0% (M1N) TO
LEVEL SPREADER LEVEL SPREADER FLOAT
INV. (BOX)=253,27 SAWCUT WEIR OPENING INTO INV. (BOX)=254.0 SAWCUT WEIR OPENING INTO PRECAST CONCRETE BOX. PRECAST CONCRETE BOX. FLEXIBLE JOINT
12" M1N (SAWCUT TO 12" MIN (SAWC(lT TO (RADIATOR HOSE)
TOP OF BOX) TOP OF BOXJ
OUTLET END: CONNECTION TO OUTLET PIPE OR RISER
BARREL PIPE LONGER THAN SHOWN. , NOT INCLUDED WITH SKIMMER SUPPLIED BY USER.
NOTE: ALL DIMENSIONS ARE FROM NOTE: ALL DIMENSIONS ARE FROM
]NE INSIDE OF THE 80X: THE INSIDE OF THE BOX.
DETAIL No.
STANDARD SKIMMER DETAIL
EFFECTIVE: 07/D1/04 04000.18
DRAWING NO.
D-7