HomeMy WebLinkAbout0904.95.10SIZE WORK GENERAL NOTES AM �SPECIF1CAlIONS
General Conditions
A. The Contractor shall be responsible for obtaining, or Yet if yiny that mli permits and app-ovals
rre obtained from the respective city, county, and state agencies prior to sta-ting crinstrltcton.
R. it shall be the Contractor's responsibility to determine the exact iocotior. of all ax:rtanq Utilities
in the vieiroty of the construction area prior to starting construction.
C. It shall be the Contractor's responsibility for notification and r:or; dinour>n of ai: rornslr,ct.Ion
with the respective utility companies.
0. It shall be the responsibility of the developer and contractor to raair.toir. (,&aii contro',
throughout the project; failure to do so may result in removal and replacement o; fective
work. It is recommended that the developer have a qualified inspector on the k,b site a2 all
times during construction.
E. It is essential that the work to be done in con unction with this project shall be installed
�ccordYng to these spocificaticros The Engineer rill be required to cortit'U to certain portions of
this project upon approval and acceptance by the i.S.R.p4 that crxlstroct.ion was 6on9 in
Como i+snce with these plans and specifications.
F, *ihe desiynotion A.S.T.M. shall refer to the Amorican Society of Testing and Moterials
sta;-dards. The latest revision of listed A.S.T.M.stanclards :hall prevail.
Septic -' attic
A. The location of septic tanks shall conform to at least the mirlimtn seaarntaor, ristr�rr„es
astobliskae bu I.S.R.H., S.E. 13,1988.
H. The capacity of any tank shall not be less thar< 750 gollons and no o enter J,m 40i10 S•oiiom.
C, !rink 'jeo9+J.s shall be a minimLm of three times th9 tank width !o: field ere.. ^.; ,od TAnKt
0. Tanks shall be cotst- ,.x -ted vrtcr -tight and of durable mate- lots root <_ub,iert ",!. e.. :"_ c- ;,-o
corrosion or dec»y.
E. Reinfc-�c(; conerot.e to,-iks wherein the concrete has a comtarossivti t",roric,tl', o, lRti� 11-tmi 4'?N
Psi Shall have walls 4' ur greater thicKnesS. Conpressi�,e strerxjth cf A003 psi or greater shall
rave balls of ' 1/2` cr qr enter thickne -s
F. 11,it liquid nepth cf n tank a- corrpartmont spoil ,lot be iris than 30'. F liqu :ri o�p n circ
thon 6 '12' 's not ad'•.sabl
C. The tartic ir..et baffle ,x• sanitary tee shall extend U'beluw the liwiri l,vei evo: ilr;uid
leve`% at least to thr. LOP cf the iruet sewer.
H. .hti' .a shrZ L:.' 16"'St G . r;ey' •.pace bet.xeert the un,Jern,(* .if The- IanK •'JV :r rn,l J)c '.rip
of the inlet or�d vui.iet, baffle or -';•,.
1. .he tank inlet baffit, <.',ai'_ not be rrorc tlian 12' n3v less thr.n i3' (,-cm tr.A , _.or_ J tale i,'; c er<
t l,ie ' ,n - Th° out: =t t' fl :F shall net be more than o' nor less than d' i rorr the tY'!1A7. t.nd of
the tonic.
J The bottom of the Inlet ti- tank %hall not bA les_, thatl T Ab4Ve he ;iotin Ie"La i.' ilp ';arA.
K. Access manholes, extending V) the ground surface or<d fitted kith ;rfe:y ^ec,: nri. qt.s -sigh!
covers, shall be provided for er+ch tank or compartmant.
1. Access pIU 5 for ins ct:on shall be providod in the 'lop of fj"te ?monk al,r is eaci, Inlet, o�cl
outlet baffle of n tenrrr car.part.9ient-
0 TYP` MCdI.1IND
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\BASAL AREA 45'
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iI PUMP ! ( AUDILI VISUAL ALARM
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SuPoLT '�ll
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►^rANUA, SHUTOFF
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Di3C.Gr;!tE.T `'
sn iCf; ALL WATERiALS INSIDE CHAWBEP
TO BE NON CORACSIVE
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CHAIN 7
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SECURE GAS TIGHT
FIINISHED GRADE
MANHOLE
INSPECTION PLUG
_ � V MINUMUM
INSIDE 3' MIN. MIN. .15 __
;•, A.A. LIQUID LEVEL
6' MIN, .4' 'D'
8'_12 ' LIQUID DEPTH 'D'
30' TO 78'
REINFORCED GAS
WALL CONCRETE DEFLECTION
THICKNESS ��
�---- BOTTOM THICKNESS
�- - -- -INSIDE LENGTH —
.5 r -a
I-ND ..AP ��••s �b� ;5 r�Dt ,A.
PERFORATED PIPE DFTA;L_ --
7- ° -3
12. HOLES ER LATE A_
1 'C -
'--AST HOLc �� =t
V rHE CROWN � �-
OF THE
�%�� fie/. T►�3S' 36` IS:
3 'A ��„-�� FORCE N',AIN FROM
-
36 PUMP CHAMBER
�r
N!1+,NIFOLD PIPE
H0: ES ON BOTTOM
Or LATERAL
END CAP
1 RE LATEFZAl-
''CL►N' r 13 if; gL I ND '
—Y
800 -382 -5544
GALL BEFORE YOU DIG
ALTERNATE PATH FOR
FORCE WAIN FROM
PUMPING CHAMBER
U
De d D r
y
ttttilii��liii
R e visions and Dotes
`� F�' �A,
I.S.B.H. COMMENTS 12-7-q
1���• `i i�
DrCrrtt > _
No 910023:
0 •ZATE OF
(:locked Drs
--- - Approved uyt
11111111 %0'
Dote: SEP T D#ScR 14 , 1994
SEPTIC TANK DETAIL -1000 gal.
NTS
EXISTING
GRADE -
BACKFiLL
2'
IUTLET
0 6'
SYNTHETIC FILTER FABRIC
UI ••-
* I'.' -' -= • : 1/2"-2" COURSt AGGREGATE
N
6- PERFORATED
PVC DRAIN PIPE
I 1' 6'
3 ECTION
FRENCH DRAIN
a`i, ?M0UND SEPTIC SYSTEM
zI_S_TR I @UT I QN ;�AT_LRA;"
SEE LATERAL LAYOUT OETA-L
> o '�L1 -- — -- - -- -- -- -- ! - - -- - -� 10
�.__.+. EXISTIN
FEEOLINE FROM PUMP CHAMBER
0 PERFORA TED DRA IN PUNS J 0 ' PARAL I- EL TO OU TSIOE -
OF MO(JAQ, A T CEPTN OF 30 " BEL CW EXISTI/vG GF7AOE
CROSS — SECTION OF ELEVATED SAND MOUND
— (Mdm d /fK..e~775 D16�iRS6 ! �RKTi&sG
!: XAil K EA6IA M - Xvsyw i - L*D PiAIItM
5o.6lr Snd Arderimh4m Nils
two L3it, wan favtrE CYT) 01-M
�" ROUND SYSTEM
DETARS A
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pCE(��f�fi�/�4�OM�
S ole- N \A' Job No, 94SO51
SN"t; No.i 8 of 9