HomeMy WebLinkAboutP003.01ASee Grease In�erceptorDetail
Manhole Frame and
SAMPLE Cover
STRUCTURE HeavyDury'.Neenah
(24"muntlorsquare) R-1]]2orEast
Jortlan R-0022Z1G5
4" clear from
— 3' max _ bot[om of
pipe to
� �, om� concretefllet
Betl Base Min. 6"
Compacted #8
Gmshetl Aggregate
NOTES �������`vc�v,�<.r�,H,n..w,
-Grease Trap and Sample SlmcNre Are Property Of
Owner And WIII Not Be Maintained By The Utility
-Minimum 10 Mil Bi�uminous Coating Applietl to
Entire Ex�erior
-Sample SimcWre shall be vacuum tested along with
m�e,�P�o,
I
�
1'-0' 0
R'
�
Watetlight Flexible Boots (A-
Lokpress Seal, KorN-Seal
w/Stainless SteelWedge)or
Link Seals
Must Be Usetl AtAll
Pene4a�ions
Cancrete Fillet ta be
installetl wi[h slope
towartls etfluent pipe
oaia: sop��oo.ao�e Is�i� rvo�ros�ie
24" SAMPLE
STRUCTURE
(Q J/8' . l' SiuNlE6 SiFA I'-5 MIN.
AN[MW BOL15 (11NGL7 N' fl6 AYfl
� uiMuu�(ils(im¢�ny
nxim�n wwc
is'—I s�reE nwnv mou cnrnxc .
IY ���SS SiEI 9JPtPqCRi prcNp m
i� �� �icw ixnwm er a�xERs (m)
i Y. RE
MiAIL
� wau�
R'-0"�
[x1/
MIGL
I ) .YINB BETAfEN ALL AIkA ANO ALL AWONS 91ALL Bf IINID BY A
fl£tlBIE BUM �HSIN LMIAEIE YAUNi flCPE CMfqNNG i0 hSM C 980.
�
( )
]I' \
ca�rasimx nro Miax�s or unrtniu v�nu ac ocPcrvoEx. ax xn:ax a �
INSTNIAlION ANO AS OIRECR� BY ENqXFf0. CGN1RACipt SHALL GPWL NL
INRFXY M/XNqE.MMNR MM NM-9MNR IAWi 53. `/ �
GGI M.1XNpE ffCTM 91ALL BE 4.VID MM AN FXiFN.LL �\
%1BBFft 2ffYF Oi Nfl-S4�1� WiQi MRAP .15 NPNIIfACNAF� `'
9Y 4/IING SISIELS� INC. NNE (9� INGI M�IN b� �
—n�' :
%
TOP NEW 10 LP'pSN�m GAIH (IY MINIMON) �.(/���
'pE1N'SPN� &1p51LL NINRIIfNi.ON� �'�\
xare
SIAUCNFS N H YALF➢ IN 1NE PF1D M11H A
axc� reow a anrzam rccnr s�u� xos Pr�uiuu
u f1EtlBlf BIIM AE9H CMf%i SFAIPNI (Rpf)
CWFpNING i0 ASIM 99J
NOR:
u�auar cacxrt mooucrs, wc
0.�PAOpMAIE NFIM15'
BAY YWM ADS Ibe
flI4R ff W W]6W ICv
LW SUB 5]W 6s
SIAUCNFS MIGHi iOiN 23]251W
u�rn9oor�miu`s�0muca'n«i`�usee�'�iiRo�' '�r�icrvc
ivaucnnoH: " 011Exrnnon�mu ee oevenoemi uoox m�
u��o nvvvovu. Musi e[ sueuiirto io mico Fw� x[H[w
EXTERIOR INTERCEPTOR/SEPARATOR DETAIL
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
r
�U'(1\� �JfV,'ii�,_
DATE: 06�� $�2O
rvar[:u� vs .wo rn.v� muE
mm�Ecnau uun e� n urvuuu
M.r awi m� rmim n�o ar
E a�wwo n. TME m.w. v
mEswucnxE�o maxu mE
91�ORRn.II"blLWFLIFIUh 6'PPo G°
ra au¢wc �a ra �' umuvu
wsme urzausns. nxe�cn.we
�p wxo�nw �'
(rarze) a'v�envE
�w�.�
J' MMINON (6' X 6' X 6] R-MYf
iION
<s� �
6'MNNUY. YESRMPItt yfiPlpO 'yXERIARRIL
µres�e�X6 amow
u onu�
CLEANOUT TYPE 1
�m�r mc� rm a�m�iuu�mc wiwx
� > �
Na.
ei�ai ,
$C�IIEqEf
TRICO REGIONNL SEV✓ER 11TILIiV
TVPE 1 QEANOUi DEfAIL
' . .� rF ..,I:�, �..
� a _o
IN�rt oP .
���
MANHOLE CASiING iABLE
a ° ^ xore
il �ry mv/xvn
i vw�u�wiici oury 1) E%lEPIOR INSiPWPON MUSi BE CONCflEIEEpt CPSiIRqJ.
uo .�,sn�.a.,�A::x� �,�. aE �xs.wFn �xs�oE
LEiIERING P BVILLVHGP�
�u usmwt ro s ww,im �nx mm 10 ava'w ear xas
NOIE�, *o> ar cnsnrvc s�nu cxrtxo
0.30�fEEi MIXIMUM �ABOmKCO.�CPmXC5�MI1Si XOi
or nxv "an�o
� tMlE
oeuu smiurxr xauixc
cawnA�r
WflfE pNEIEfl I f f[R pqF[ASL
# OISTPHQ NAY ff INOiEAY�
enso a+ mc mrvmnars
6 IIE WASR WAIEP itOWi
caw�r mico mioA ro s�a
o�nmxc weumu
♦� uixiwu uwio arM u�x a
a�nucrn ox n crsc-er-ag
B.19S h5 A Ff1014p BY 1PIC0
�r�:�r�,n
zio�� .00�zaa�..
Pa ��r� '�
mim.mwx`w��wr.' Y.��aa� �_
,z �m
.+ui������. CLEANOUTTIPE3 65���1i
tirr., a �..
I�os c(�
¢o
"�o.
S9�a9 W �
TRICO REGIONAL SEWER UiILIiV
TVPE 2 CLENNOUT DEfAIL
zt mv eisa
�
carc oRium aaExwc x• uixwuu
wTM aEswar cwixEcrw
aRi usr w vua n-ia cx�
�ACO MFRONY E�0.1L
`11RGL VL %R PENEIPAPMS)
�m�� iflO5iI1XE
/ � IN1�fEFT'A�L �EQIIXNA�L�XM' STT� 6
� /
� � � srux� si¢� mwwr cxoeoeo
\
� ss' ne�nsixsrnuioFer onExs (re�
\/ �YE .MMNi CEf/!L
ucxwTMic
\��/ CMiAINYENi
&1iRE
�� fCA�IfNLN6�N1� 5 Pp�0A1� 9ME NAi
���{ @SiWEASAEWME09Y1F1WF0A
flunna� sai caoinar� - orrTM ro
SIPOE(AWW PFP IAIW.
MENi ¢AL` No1 P�IIIUN PIiCAST CIXICFZIE
GAAOE BIIM AUBWA SENAXi ILJJSIINC AINC
a flEp&E BUM Af9N WNQiEi Ui fLWff OF
s�w+* (aroc) ca�aanxc ro , asnxc
ASTIC990
JOINT DETAIL
L� TRICO REGIONNL SEWER UTILIiV
�w �e� TVPE 3 CLEANOIIT DEfA1L
SUMMARY OF LATERAL WSTALLATION REQUIREMENTS
1. Only one bullding may mnnec[ to the sewer maln per lateral unless otherwlse approved by TtlCo.
2 Foundabondralns,sumpdralns,downspoutsando[hersmrmwaterdralnsshallneverbeconnec[edro[he
sanl[ary sewer. Ste dewatenng rys[ems shall never be discharged to the sanitary sewer.
3. Theexistingsewerlinefmm[hebuilding[offiesep[ictankmayonlybereusedlfi[islocatedunderabuilding
addition, patio, porch or paved driveway, and ffie line passes an air [es[ ffiat is observed by TriCa Contact TriCo for
more informa[ion abou[ air testing requiremen[s. The pmperty owner is responsible for testing cos[s.
4. TriCoshallinspec[allnewlateralsorlateralrepairsintheirentirety.Finalconnec[ionto[hesanitarysewermustbe
observed by Trico. The pmperty owner or con[racror must notify TriCo prior ro backfilling. Inspec[ions mus[ be
scheduled at least 24 hours in advance, If an inspection fails and subsequent'mspections are required, or If the
contracror Is not on site for the scheduled inspectlon, a$100 fee wlll be assessed and must be paid prior to
schedulingthe reinspec[lon.
5. Septic system rontents or effluent shall never be discharged m the sanitary sewer. Be advised that your county
heal[h depar[ment regulates sep[ic sys[ems. Upon ronnection ro sani[ary sewer, a septic tank must rypically be
abandaned, pumped dean, and filled mmpletelV `Nith earthen materiaL Contact your munry health department far
more information on septic rystem and abandonmen[ requirements, and ro natify the departmen[ of any
abandonmen[.
6. Thefollowingmaterialsareaccep[ableforuseingravitysewerlateralins[allationorrepair:
PVC pipe: SDR 35 or SDR 26, ASTM D3034, 6" diame[er
PVC pipe, preswre ra[ed:SDR 21, ASTM D2241, 6" diameter
PVC reshained join[ pipe for directional drilling: Certaflo Greenline SDR 21, ASTM D2241, 6" diameter
All gasketed join[s shall mee[ FSTM D3212
All fittings shall be SDR26 or be[ter
�uctile iron mechanical joint fittings with proper hardware
SDR 26 gazketetl repair sleeves or Intliana Seal shear guard
Femro and similar flexible couplings are only acceptable in certain circumstances and shall not be usetl without
prior approval from TriCo
Cleanouts: 6" threaded PVC caps
Bedding: Use p8 croshed srone or fractured fare aggregate
The following ma[erlals are accep[able for use ln low-pressure sewer lateral inscallatlon or repalr:
HDPE plpe for dlrectional drllling: DR 11 IP5,1.24' diameter, PE4]10
Cannectlons shall be made vla electmfuslon or using polypropylene or stalnless steel compresslon fitbngs
EleRmfusion high volume tapping tee, rated 200 psi, PE4]10
125" IPS full port 1/4 tum fusible PE ball valve, ra[ed 200 psi
Threaded swing check valve, 316 s[ainless s[eel, ra[ed 200 psi
Con[ac[ TriCo for accep[able pump s[ation ma[erials, equipment, pumps and o[her requirements
]. Por ravit and low- ressure s stems the line leavin the buildin shall no[exceed 3' in len [h before a deanout
6 Y P Y 6 6 6
must be added and the line is transi[ioned to 6" diame[er S�ft 35 PVC i e. Glued'oints are not allowed after 3'. No
PP 1
addltional glued fittings are allowed between the building and the hansition/cleanout Por all gravity line; tleanouts
shallnotbes acedmorethan100'a artbetweenthebuildin andthesewermaiaSeeTriCo'sstandarddrawin s
P P B B
for more information on deanout installation.
8. Bedding material shall be plaretl from at leazt 6 inches below ro 12 inches above the pipe surtare. The hench shall
be a minimum of 18" wide with at leazt 6" ot dearanre on both sides of the pipe. Material shall be plared over the
pipe and hacer wire aker inspec[ion. Soft, unstable or unsuitable material found below and near ffie lateral,
induding any fill or founda[ion backtill material, must be removed and replaced with k8 srone. The mn[racmr is
solely responsible for establishing stable pipe bedding mndi[ions.
9. N10-AWG solid mpper hacer wire shall be laid on top of and mn [he entire leng[h of ffie lateral. All splicing of [rawr
wire shall use 3M splice kit model DBR/V-6, King Innovation �rymnn Direct Bury Lug Aqua ca[alog #9W 20, or TriCo
approved equal.
10. La[erals shall be ins[alled at leas[ 20' fmm water wells unless PVC pressure grade pipe is used. Any pmposed
ins[alla[ion requiring pressure pipe shall be reviewed by TriCo prior ro ins[allation. W here a transi[ion is made
between SDR 35 pipe and presnre grade S�R 21 pipe, a duc[ile iron gasketed mechanical couplings must be used.
11. La[erals less than 5' deep shall be at leazt 24" from the property Ilna Laterals more than 5' deep shall be at least 36"
from the property line. Where the lateral runs in tlose proximity to the property line the property mrners must be
accurately staked by a professional lantl surveyor prior ro inspection.
1L Laterals running parallel ro a building or stmcture shall be at leazt 36" from the fare of a crawl space or slab on grade
foundation and 60" from the face o( a basement foundation wall. Spacing requirements also applV with respect ro
the andllary shucturNs foundatlon depffi. AncillarV shuctures (e.g. wlndow wells) and other utllitles shall not be
placed over or near the lateral. TtlCo may adjust requlrements where future access m[he lateral may be obshucted
by other ubllfles. The wnhacror should call ro dlscuss further If he/she belleves [hls muld be an lssue.
13. All infrastmcture mnnected ro TriCo's sewer system may be tested, inspected, or televised at TriCo's discretion, and
must remain accessible and pmpedy maintained.
14. Ca11811 or 1-800382-5540 before you dig. Por more information go [o www.indiana811.org.
If you have any ques[ions or if you wan[ [o reques[ an excep[ion to s[andards and specifica[ions, please contac[ TriCo
during normal business hours at 3ll-844-9200 prior to mmpleting [he work and scheduling an inspec[ion. Go ro
www.hico.em to view standard drawings and specifications.
kevised 3/19/2019
� ��
CORTLANo
M 0 R 6 A N
ARCNITECT
711 N. RELDER RD.
ARLINGTON, TX 76012
PH: (817) 635-5696
FAX: (817) 635-5699
�
� �
� -� z
/'1 \ � 1�1
W �
+� �Jop" q
0��1 I a �
�"'� O O p�p U
rl
�� � �
� ,^ 0
�i O�� �
�� � Z �
� ��ox
� �
rl
.� A o �
�� \ � U
`/ �
a
V!
d �
� � �
m���
� p
V �� ��
� �
U
t19100162
5 tqi e or
hDipNP:
4. Lw� � Mw�nvl
�Edifica�case
engineenng
5/17/19
Date
Revisions
SI10/19 - Issued for CBA
Review
5/1�/19 - Issued for Buildin
9
Permi� Subml�tal
6/19/19 - Ravision �- Per Sewer
Permi� Comments & Owner
Project No. 19-01
Drawn By: STAFF
Date: 5117/19
Sheet Title:
REQUIRED CITY
DETAILS
AND
REQUIREMENTS
s ���„�,�<< ,, ,�,� y; � P-3.01
TR 6. IC1�1 IIm4 p
F66 i91i_� "I��
I � I