HomeMy WebLinkAboutC301 SEWER AND UTILTY DETAILS10 1 9 1 a
7 1 6 1 5 1 4 1 3 1 2 1 1
NOTE:
Sw MINIMUM MEASUREMENT MUST BE FROM
LOWEST JOINT SEAM WHETHER ON THE
INSIDE OR OUTSIDE OF THE STRUCTURE.
6" MINIMUL
FROM JOIN'
NEW
NEW CORE DETAIL
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Ope�DlsrER^e^'QPp`k
No
19300219
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STALE OF
E
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In m
OPENING
!CLAY
TOWNSHIP REGIONAL WASTE DISTRICTCTRWD
Shneider NEW CORE DETAIL
ANN
Daly 12/06/06 yBe r.\ImesalnothnmcBxemADSIW-3T1snWE
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Carl (\��
�VT�LJt�DxtiYIPAAIL
DATE: 04/17/19
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�R�GISTERf MORE THAN 20' DEEP LESS THAN 20' DEEP
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SERVICE LATERAL DETAIL
�� CLAY TOWNSHIP REGIONAL WASTE DISTRICT
SERVICE LATERAL DETAIL
Schneider NORMAL AND DEEP CONNECTION
NOTE: CASTING SHNL SE NSTAUED SO THAT
THEY 00 NOT CONTACT ME UTFRAL OR
LITERAL W.
2P MSIAAL NSRNG WIM 12.111
LETIEIED'SEWR cumati WM
PENTMESNA. BO)OADEEX
2TO FRATCO HOPE METER PIT;
7.2 LBS/FT, MIN. 3' DEEP ON EQUAL.
6' FROM TOM OF PIPE TO Bi
W METER PIT CONTRACTOR SHALL i 2
NOT ALLOW METER PIT 10 CONTACT
I ERA?✓M-M axDETE CAP. CLEANOUT TYPE 3
NEVIEW heart. NEI or mAJUAI
No. �
193DD219
STALE OF
I'dM ore 6"
S FROM TOP OF
iom OF CASTING
ME
,,-FNAL GRNE
6 CE FROM LOP w I —TO TOP OF µs STONE
—fin MI MM M tt )
- 6' V35 PVC
-(6' x 6" X el Re-WIE
3\
` fin sFEk I.1TER.N
cl I TRICO REGIONAL SEWER UTILITY
Schneider TYPE 3 CLEANOUT DETAIL
MM Dix d Dam IWHA
ACf£PTA MN s s
1/PD+IY rmMRR
1/] D A W FOR DI
1/2 D
I
FIRST LAYER BEDDING TABLE
RIE SIZE6'101.4
irag
MDNG MLOW THE
MINNUM - 6-
MINIMUM = IV
%PE SARA[L AW alL
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OP�\D A C�
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No. _
193DO219 -
STATE OFW
01
1 ,sybDal
/ANAL E
RM RTAnw Am GN T FILL M ass
WMM B CHNSED S E XI MMM s fRA M FIVE
Aa E
XLL wTEPoALL IS TOM X f 6 RX YELOY TO
12 wNB ABO.f TIE XR
M IAfIg19HIJm R A YXINY 61B XWf31mF.
aIOA alCE0.1a110 ieA°m Alp xMITp 0.
PIPE SIZE
1 A
1 B
OP In To
I J-
1-6
1e'MOrMEM
1 0.24'
1 Dale'
SANITARY SEWER TRENCHING,
BEDDING AND BACKEILL DETAIL
CLAY TOWNSHIP REGIONAL WASTE DISTRICT ed
SANITARY SEWER BEDDING AND Schneider BACIMIAL DETAIL
Date, 12/06/06 m P.kK\Isla\Dot\Drrs9DwkrLs\M-MIWC
SUMMARY OF LATERAL INSTALLATION REQUIREMENTS
1. Onlyone WildingmaymnnedM Mestrainermein perlateral unksaothemdseappmM by -DICE.
2. No foundation. Sump, Downspouts or other storm water drains shall ba Interconnected L TrCds santiary serer
as addressed through our Ill OMinance and He Polloy fOuho on our mmite at www.Mco.aO.
3. The existing sewer line from the building N the sapik: tank may onlyba used if it is located under a building
addition, patio. Month or paved driveway. Air teat Is required to show N acceptable for reuse. The propeM oaimer
shall bear the cost Mall tesNg. The MCo Inspector must be onsae for Me duration athe air test.
4. TIME shall inepent all Iatemis. The owner or mmradar shall notify Tri poor to backlifing the installed leteml.
Final cenmdm shall only be made under direct supervision of a DiCa inspector. An inspection must be scheduled
24Mum Inadvanceof MeequlmdInspection. Itan Impectim Lilaw asecond Inspedbn Isneeded
an the cmb or is not on site terthe scheduled inspection, a fee M$100.00 will be assessed and must be paid
primto the dme of the follow up mNdon.
5. Septic effluent shall nM be pumped out Iraq the sanitary sewer system.
Property owners are hereby advised that the County Board of Health regulates the operation and maintenance M
private sewage disposal (septic) systems. me County Cmmance provides in pan that upon connection to a
public sewer, a septic Lnk shall be abandoned (tamped clean) and filled completely with earthen material or
atone in a safe and sanitary maniac. Please conted Me appmpeate Courdy Based of Health for further
Information and to ni Me tlep ra nent of Me abandonment.
6. ACCEPTABLE PIPE MATERIALS:
PVC PIPE: SDR 35 or SDR 26. Aa3TM D M, SIX INCH PIPE
PVC PRESSURE RATED PIPE: SCR 21, ASTM D2241, SIX INCH PIPE
RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL: CERTAFLO GREENLINE SDR 21
ASTM D2241, SIX INCH PIPE (use only per approval of that Dill Engir o
GASKETED JOINTS: ASTM 03212. FITTINGS: SDI OR BETTER
FERNCO CUR SIMILAR FLEXIBLE COUPLINGS ARE TYPICALLY NOT ALLOWED WITHOUT APPROVAL
OFTRICOSENGINEER.
DUCTILE IRON MECHANICAL COUPLING WITH PROPER RTTNGS, INUTANA SEAL SHEAR GUARD,
AND/OR SDR 26 GASNETED REPAIR SLEEVES (Answer)
PRIVATE GRINDER PUMPS ACCEPTABLE MATERIAL IF CONNECTING INTO A LOW-PRESSURE FORCE MAIN:
MGM must M conL d for allowable pumps and pump requlmmeds.
1.25' HOPE DRtt IRS Tyl Connecll are to be metle wish (Polyprapylero or S lnte Strad)
Compm n FMof Etedrofuslon.
ALL PUMP CONNECTIONS:
Pumps for more Open SperpendcularM an ran IoNMinany alcm the bulftirp far mom Man T must
have a deanoul m WIM, and the pipe shall be DandtbnO to 6" SDR 35 pipe fro connection Into Ore
pump MLtlon.
CLEAN OUTS ARE TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR
GRAVITY CONNECTIONS, NO MORE THAN 100 FEET APART.
(please see Clean Out Details Type 2 and Type 3 for multiple closeout I�IMm requimme ).
CLEAN OUT CAP REQUIREMENTS: 6' PVC Threaded Caps.
7. BEDDING Use Number 8 crushed gone an Number B Wadumd face aggregate Number 8 sore MMlll material
M ber pacetl from 6 rrlchra below to 12 irldres above the pipe The beMl should be a minimum a 18 inches
wide (six Inches on both sides Of Me all
Contractors must lay 10 Gauge Sold Tone Wine Na were lengM M me lateral The arm is W he placetl an top
of the lateral Aftergii inspector has verMm1 the plecemwt of Me Mm, bedding as mgmred to W placed on top.
8 All splicing atonewra stall be reconnected using elder a and spike kit model DBRIYE long lnnova6m DrycoTln
Dreg Bury Lug Aqua catalog # 90220, or TriCre Errgtnew appmvnd equal.
9. Laterals shall be installed no dwer than 20 LM Qom water wells unless PVC pressure limits pipe is used,
making BDR 21 and ASTM M41 MWmme .Any pmposed installs iim requtdng pmesure pipe mud ba
ravteeed act arxeptetl by MGM and Ti s Frgineer prim to inkalletmn.
10. Wtrere a transition is made Whew SDR 3$ pipe arw preswre grade SDR 21 pipe, a ductile Iran gwketed
mechanical couplings most ba used.
11. Laterals mustmmtnMe within 3 feet M to building unless the conditions miters W3 above am met
Glued pipe is NCT allowed outside ffl a ket at building foundation Wells.
12. All wdeeoM abuduras and piping are subject to be baled andlor Wlsvleed upon Tritons discretion.
Examples Of sMlcMres that may he included are Manhci Get Intercepters, Grease ImemepMM, Pump Rod.
Sample Sbudums, eto.
Testing mquimmen%am 0 very, Nat all Mwdurea are watertight and that few corlMnde to TriCds NI Policy.
13. Mdftimal inmmeCon on MICE standards and specMCMpns may be obtained team our webaite at www.Mm.ew
or Our oRw during bwiratw boom Of 7:30 a.m. to 4:00 p.m. hob W through Friday.
14. Cell Before You Dig- INDIAPTA 811, 48 hours Prior Me digging.
Trill Regional Sswm Utility
10701 College Ave., Suite A, Indianapolis, IN 46280
Phone 317 RA A WOO Fear 317-RA A 9203 R and OM72018
NOTE: ALL SM AND CRAWL SPACE
CONNECTIONS MUST BE A MINIMUM
OF 3" BELOW THE FODTER AND EXIT
THE BUILDING AT THE FRONT OF
THE STRUCTURE TO PROMDE THE
SHORTEST, MOST DIRECT ROUTE
FROM THE BUILDING TO THE 3' MAXIM
EXISTING LATERAL STUB.
all
FOUNDATION
FOO ER)
3 MINIMUM
3' MINIMUM
4' SEWER
6' MDo UM. SEE SANITARY
4X6 RIGID
SEWER TRENCHING, BETIDING
AND BACKFlLL DETAIL
CLEANOUT TYPE 1
(ONLY LANDSCAPED SURFACES NTMN
\ I,
THREE FEET OF BONDING)
No.
19300219
STATE OF ,
6' PVC CAP
FINAL GRADE
6' PVC PIPE
IRACIR WRE
X 6- X 61 TEE-WYE
TRICO REGIONAL SEWER UTILITY
Schneider TYPE 1 CLEANOUT DETAIL
SEWER LATERAL
Updates per saved e-mail: TRICO Sanitary Sewer Spedficatiun Update
Tril is in the process of Rewriting lateral specfication as wer are finding too many unacceptable changes
being made in the field. If your sanitary sewer lateral does not line up with the approved plot plans Tril will
fail the inspection. Tril asks that plot plans get rehsed, submitted and re -stamped for approval prior to an
mBpeCDon.
The following additional requirements are effective immediately:
1. Laterals less than 5' deep shall be at least 24, from the property line. Laterals less than 7' deep shall
be at least 36' from the property line. VVhere the lateral runs In dose proximity to the property line the
property corners must be staked prior to inspection.
2. Laterals running parallel to a structure shall be at least 36" from the face of a crawl space or slab on
grade foundation and 60' from the face of a basement foundation wall.
3. Ancillary structures (e.g. window wells) and other utilities shall not be placed over or near the lateral.
The above spacing requirements apply with resped to the ancillary structure's foundation depth.
4. Trco may adjust requirements where future access to the lateral may be obstructed by other
utilities. The permN holder should call to discuss further N he/she believes this could be an issue.
NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE
DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL
OTHER PIPES IS 18" OR LESS, PER INSPECTOR'S DIRECTION, OR WHERE NOTED ON THE DRAWINGS.
A MINIMUM CLEARDISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF
THE CONCRETE.
3500 PSI CONCR�E Ee
°.4f� II IIIIIIII-
PERSPECIEVE
— W EARTH CUT AWAY
—III—III CRADLE SHALL BEAR ON
III—III—III=III- UNDISTURBED EARTH
BOTTOM OFTRENCH
CONCRETE CRADLE DETAIL
9 1 6 1 7 1 6 1 5 1 4 1 3 1 2
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:10200392
0, STATE OF ,
I AM US K. en lwrvFM AN P,F IVIWJ92
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Know what's below. a 2 �
Call before you dig. SHEET NO.
M„r;a 00-3a C3 01
811 or 8indi cl)
24 Hours off . ] pr o wM.
uw UNDERGRROUND PROJECT NO.
PER INIANNA STAFF LAW In 8-1-26,
IT AT AryIRSI TINE
LOUNTIofflai RCnr URGEING THE N
[yuni N�sEmlce rxo @Iav RpING Will 6.0607
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