HomeMy WebLinkAboutPlansH:\07681\Sy4em 2 R?ðr6\DtoM Tffih6.tuS 1215/Ð@ l:49:13 pM, \\etún.9âÈeqbædq.kd\sH& W.55W E6áéâááá4SHEFT NO.G¡AMBA, & ASSOGIATES. INC.cottsul.TlNo l¡totNl¡"R! a LAND sun'y¡yongcro./Ðß-2tt<t WWW.CAiIEAII{C!N|!IRIiaC,COutr¡ ùlEÉm{ mtla t ¡d ls .E¡!æa ¡Et¡q@aroGAIVIBADRAWNG; SrNndcftlóúr¡DIRECIORY: lld0I¡ll\trr.¡ f ùr*¡\lf measuring from inspection porUvent min¡mum distance is i 2'New sloping fill overfield.thç.o5(5È>:srço--olr)(]c;Existing GroundSurfaceDiversion Ditch2Measurementfomthis polnt ls deslrable.1 0' minimum (greater desirable)TYPICAL SECTION OF DWERSION DITCH AROT]ND ABSORPTIONFIELDSNot to Scale\mããd:+t=: ÌÙ(d:r¡-o ^.Þ: Èäø (Dð".ö3ãg8+3g.o x -Tt¿ı'J ö ooPoıf, iE o"ä9tr*!l æoNq -r7\áãot2rIrC)la)\gl-nloft82f-dô^Itlg'6 s'olll 9ı':llo \ d-"q g,Ëı I ied-a9F.a" i'ro td r¡3ı Ê <g='q) =0I d_(d -:: 6\\I-lllfì¡ -Ft¡SCALE: As ShownDATE: December2008DRAWN BY: tcpSHEEI: 4ol4PROJECT: 07ó81CHKD BY: miq\or9IIIIIIt\IItIII\IfriUOa2'ñı6 9'o9(DJ=.ıø)f1¿ û)oooÊoA*6iof,9ooãË=ì': ı'=o o-rü9o<lot=é 3-ø9.ô--ı_.ro(of,5l. -pl-oc*3ó--ıPÐo6o_år:o 13'.o\zF13'a\IooÐZÌci-T¡ác)ZTø!l_o3ÈÈîilmþ 1Zm{IIIIIILîqdôã\2Þsc)¡o,.1.:c)JoøOJ3øá.ødo:c(o'=-tro5'ı?ô='aE3aèo'Tlloê:lE8€ı'o-ıoo+ıo:túosraEEÈ^.ı'E-ôds-oIIIIIIIII1NUL-[TtLlnnL€-+,€Ê\\SHeron's Nest RV ParkSilt, ColoradoSyslem #2 Absorption FieldDiversion Ditch dnd tence
H:\0768l\Sy*em 2 RepBl6\D¡vdm TremEtug, r?5/æ08 4146:Ð pM, \\ca¡v¡n.@úæqineñn9.Þt\SHN HX-55@N M3SHEET NO.*É{G¡AMBA & .A'SÉ'OCIATES. INC.GOIIgULTIIfC IT{CINITNT & LAIID IUÉVIYÔN!970r0/lt tltoilf¡,goll-=...-'GAMBAo.t,ù\.\I¡J6"iSyslem #l Absorption FieldDiversion Ditch dnd FenceDRAWNG: Umothúrfr¡DIRECIORY: ll\llllt\¡r*r I r¡rü\lf measuring from inspection port/vent minimum distance is 12'New sloping fill overfield.10' minimum (greater desirable)TYPICAL SECTION OF DIVERSION DITCII AROUND ABSORPTIONFIELDSNot to ScaleOHEøç.q=ıÈ>:Scco--or¡.ôc;- ollE _ o+tE .- oHE _- ollE OHE_ OltE_Existing GSurfaceOJeilıl88?cAo-oô:l(Doio+J$ot-@Øô(DrO9-qã"fı'otrg.d"**P'å -:.-'<o''7-o=o."fo+ooır3çleı)ØÔã'(DJ(D(fo);++ô5'=ut'roundDiversion Ditch541Measurementfromthis point is desírable.f!IIE.l--PII/mx.ØoTì(oÐ>rdFıOEa=o Øı'f 3 ¡- á(D--oE;4ßßeq l:iø-dEoã-J -.:rt(n6Jñ'ÊË3N9 ßofiÉoltEmx.øf;.f,(o(¡)!.?Øc)=Þ-Iloocoo--no()o- OflE- oHE OfrE_ OHE_A)-5'lolol0)ıt(D:ıC)=.:'O-'-(()ı:g(o-¿ -oıni -':lto!.orYo3=I.osø =.o <o3 ñQP 55Ë='oô -e.F€ t9-ø3*'9ãË ï*Ëo- 3 c'ió E.q 5':t - d-Èlseæli -'Ï.doÈlE- OltE*P.,¡trtIPIgF9.ı:g-nOo<:f<C) fl)fDxI:lf¡CN+Oæ¡-t:-- OHÊC)ô>3Td-T,ác)Z "rø3uÈ-lmÈ tZt¡-immJI\"FIeron's Nest RV ParkSilt, ColoradoDRAWN BY: kpDATE: December4,2008SCAIE: As ShownCHKD BY: m(PROJECI: 07ó81SHEËI: 3 of 4
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4-in.Ø Sch. 40 PVC 90'
Socket x Socket Elbow Glue Joint
Glue Joint
4-in.Ø Sch. 40 PVC
90' STREET Elbow
4-in.Ø Sch. 40 PVC Pipe
DO NOT GLUE STREET ELBOW TO
\ERTICAL PIPE FROM CHAMBER.
4
Drill twelve (12) 1/2-in.ø
holes oround the perimeter
of the verticol drop pipe.Cut top 5-in. of verticol pipe with
two sow-cuts of 90' to eoch other,to ollow socket of STREET Elbow to
slide on ond off eosily.
NOT SHOWN:
Wrcp Fibergloss window
screen oround circumference
of pipe ond bottom opening,
ottoch with Stoinless Steel
Hose Clomp.
4-in.Ø Sch. 40 PVC pipe -Point oll pipe ond fittings Dork Green
ofter completion.
VENT FITTING DETAILS
Not to Scale
See Fittings Detoil,
this sheet.
Extend 4-in.Ø Sch. 40 PVC obove
new finished ground to provide 2-ft.
minimum cleoronce to bottom of inlet
pipe.
New finished ground Existing finished ground surfoce:
Rough, uneven, multiple low spots,
multiple high oreos.
2'
(min.)
-':-/
111
t11 nf
tì¡
4-inch Sch. 40 P.V.C. PIPE
ATTACH PER INFILTRATOR DETAI .<i
1_
NEW INSPECTION PORT & VENT SECTION l;¡;t!i¡!11
Not to Scale
Absorption Fields - boft Sysfems
Remediotion Defqils - Vents
Heron's Nest RV Park
ISTS Remediation
SCALE: llolto5(016 DAIE:Deremter 2008 DRAWN BY:
SHEET: 2 of 4 PROJECI: 0768I CHKD BY
2
lyrtem 2 Renedi¡llonDRAWING:
DIRECTORY
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High point ct centerline of existing
bed - moximum fill over top of
infiltroior chombers: 2.60'
New lnspection Port & Venis - locote of oll four
corners of eoch fìeld. See Detoils Sheet 3.New finished ground
0riginol
M oxim um
Design,
Cover
Existing finished ground surfoce:
Rough, uneven, multiple low spots,
multiple high oreos.
Grode off ony hìgh spots on
perimeter of f¡elds. (typ.)
4'*
(tvp.)
1.00'2.60'
a%8z si
4'l
(tvp.)
-_-¿-t
7----
System f'1:
System f2:
29'*.
32'È Originol Notive Ground surfoce prior
io instoiloiion of chombers ond fill.
lnfiliroior Quick4 Chombers - Bed Systems in boih fields.
System S1: g-un¡ts wide by 23-units long
System f2: 1O-units wide by 22-units long
Air-Vocuum Vents - relocote
to new finished ground
surfoce - boih fields.Absorption field infiltrotive surfoce -
System ff1 - no work required.
System f2 - scorify per engineer's recommendotions.
END-SECTION OF' Ð(IST[.{G INFILTRATOR
RENOVATIONS AND OF COVER SHOWN
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