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SERVICE LATERAL DETAIL
CLAY TOWNSHIP REGIONAL ILMS DISTRICT
SERVICE LATERAL. DETAIL
Schneider NORMAL AND DEEP CONNECTION lW1J
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TIPICAL SANITARY SEAVER SPECIFICATIONS
TO BE USED FOR PRIMATE SEW ER DEVELOPMENT
WFTIHN
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
REVISED 3/1,2007
Standard specifications of Cky Township Regional Wane District (de District) and
Depanmem of Tnnsponation (:\-DOT) shall apph for all work and materials. Samury
sewer pipe shall be installed in accordance with Section 715 of the currtst I.T IOT standard
spec ideations handbook
Samus, sewn gravity pipe, ink-,-, peawae rated piµ roquired pee IAC or directional dnikd
pipe, shall be Poh•vmyl Chloride (PNC) i .,-d-- with AS RI D3034-89 with a
minim,- wall thickness designation of SDA 35 and mralid per AST( D2321 -R9
.P-,f,cation. P:C pipe uFed shall lie gruoved heq vpigaend etNi gasketed Thepipesbill
bo made of PV C plastic having a cell elasaiClcatiae of 124548.
PNC -it- sewer gravity fittings shall also -farm to the ragldremam of lk AST 4
D70,14-89 specification. All f%rtiugs luttl be molded in ale pian with stwiddd pipe
hells- g isketed clierameric joints- and spigot ends. Single piece maoided PVC with
standard piµ bells, gaskets, ad spigot ends f back -to -hack tee wv. -acceptable
IN thickness of al fittings shall have a minimum designation of SDR 26- Gasket for
elanomeric joint shall be melded with A minimum .toss -sectional area of 0 20 sgv:re
inch, and conform w ASTf F477 sp-ificstim.
.All sanitary manholes shall be precast concrete manholes in accordance with ASTM C479
a of Sectio. 720 of the currem INTIOT slmd-d sp cifaatmw handbook. O - rigs shall
uhfomn to 0443. Durbiz row oC Nat Seil err eyunalem shill also be appted,e all joivs
and between usermgsstd cas[uhge. WmMle Rep spacmgatall be.o m.te 111nh 1b-mcha
Manholes shall be air tested for leakage in accordance with ASTM C1244-02, 3ui l d[Ten
Method for Concrek Sewer Atani.k, by the Negit ve Air Preswre (Vacuum) Test
A Iasullatiov amt operatim of vacuum e91upmem a>d indialing Ilevjte6 vast bi a
accordance with msmufacnners' rec-ommrndltions and perto- specifications
which have bent provided by the roam ifactuer and accepted Iry the District E2hgineer
The tmcvus equipment -st lr crepmble offeint g III. eanM mmr/ro!e, LI i cling the
-smrg mid rtse rings.
B With The vacuum tester set in play
I. Cmnect the ver - pump m aI
the le[ port with the vane open -
2. Draw a vw•mm of ten (10) inches of Bg (5 psi/ and clan the valve
C. Accepted standards f leakage will be erabliahed fro. the elapsed tae for a
vegative prcasurc chav®e Cam tin {10} in%abes M vire (9) ivciNs of mercury. The
maaanum allowable kakage rate for a fan (4) fool diameter io nhdc must t< m
accordance with the Poll-mg-
EgTE
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CONCRETE CRADLE DETAIL
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DOGHOUSE SANITARY MANHOLE
TOWNSHIP REGIONAL
SCh-n"ecIW I cAYDOGHOUS'E MANHOLE D TAI I aI
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Anterior tarn
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standards shall he followed. 'french opening within 5 -feet of the back of the curb of
BE 4.LFnmMnI�RON-�D.err
mai AR SeE.a
SEi 9YmFi On Dw$E aw
SANITARY SEWER TRENCHING.
. Ly ,[f,3
-l- OF aFN' SEK
MAhNar anK. FrR urn sFfa
BEDDING AND BACKFILL DETAIL
PPE wL PLR FLAN a vrasat.
Section 211 ofit. .-m LNDOT standard specifications b-dbo.L
Be
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CLAY TOW EIP REGIONAL WASTE DISTRICT
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. - INasan )N FLACE rwwrTe Bust
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DOGHOUSE SANITARY MANHOLE
TOWNSHIP REGIONAL
SCh-n"ecIW I cAYDOGHOUS'E MANHOLE D TAI I aI
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ST LAYER BEDDING TABU M
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standards shall he followed. 'french opening within 5 -feet of the back of the curb of
10 feer or len 60 second
SANITARY SEWER TRENCHING.
paved roadways, shall be backfilled with gtanularrston.1 -N.. 8 atone m accordance with
BEDDING AND BACKFILL DETAIL
isA T?2�x9 �.
Section 211 ofit. .-m LNDOT standard specifications b-dbo.L
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CLAY TOWNSHIP REGIONAL WASTE DISTRICT
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9.
CLAY TOW EIP REGIONAL WASTE DISTRICT
For --holes five (5) fen m diameter, add an additional ftfteea (15) seconds and for
dm SANITARY SEWER BEDDING ANDBACKFILL
maaboles sia (6) fed in diameter, add an additional thirty (30) second to the time
DETAIL
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10.
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Backfill -..it allnstalled- proposed manhole stucures, sidewalks. hike path, and: or all
Vlmmnmh Elapsed I -Mme fors
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paved Areas shall be trade with granular marerial (b-borrow)or No. 8 stone, up to 18 -inches
SrlKaamn�AY3� alBml�apMlaT
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below crossseaim [hicknea (which shall include "No. 53"stone depth}. II'more strmgemt
k(anhole Dep&. Pressure Change of I inch Hg
�-
bsck ill req.4 mems are sat ox per em, town, county, dr District specifications those
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standards shall he followed. 'french opening within 5 -feet of the back of the curb of
10 feer or len 60 second
paved roadways, shall be backfilled with gtanularrston.1 -N.. 8 atone m accordance with
>10 feet bat -15 feet 75 second
Section 211 ofit. .-m LNDOT standard specifications b-dbo.L
>IS feet but 5ren 90 second
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
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9.
The Contractor shall be responsible for verifying that all state htghways, Lnty, and county
For --holes five (5) fen m diameter, add an additional ftfteea (15) seconds and for
permits have been obtained by the developer prior to stmt of construction.
maaboles sia (6) fed in diameter, add an additional thirty (30) second to the time
ratitur ups fa fast (4) foot dameu r manholes. Fm all manholes deeper than
10.
Initial asbuilts shall be presented to the inspecting cltguicer prior to final s tbautul to the
Memy-five (25) feet the Lngineer will determine the applicable minimum Elapsed
Distract for rev7ew. otherwise Contractor shall be required to furnish the developers
to>x-
Engineer with a set of prims sh-rig; actual sewer locations and Inverts m,luding lateral
location. depth- and length. Such asbuih prints raw be received by the Engmeer before
D. If the rramhok f b rhe teat, necessary repairs must be made. The vacuum ten and
the final contact payment can be authomed. Asbuihs shill be submitted per the Districts
repos ttast be repeated umil the -hole passes the 1.1
current standard which can ba found at wwvv.ebwd.org.
E. fftihwgk joint ualams are pulled For dung the vi calm teat the manhole must be
it.
The sanitary sewer laterals and stubs termination shall be indicated on the surface with a
diemmlbled and the joint sealant replace&
dow t.ble meal past set immadiateh, above the said terminator point if full connection
is not immediaet_v made.
F. Mardiok. will be subfea h3 vi -M inspection with all daunt leaks being repaired.
12.
All -it.y sewer Imes upon completion wilt be required to pass a low pressure sir test.
5. Butyl rubber watatg with pks. wrap shall be applied mound each runhoiejwim from i_
Said test shall be conducted according to AS TAI F 1417-92, and shall be w'iln-sed by a
itchesabove to 3- lies beiw each joint- The appropriate primer shall be applied prior to
District empl.y- or the Dins ricrepresentative. The tasting shall be in accordance with
applying the tubba "*Lung haaide joints to be filled with precoat plug material. Entire
Table 1 as follows with 0.5 psi being added for each foot of water above the sewer line
eslltior astdaaeufa AVY IRRRM' manholes shall be sprayed with a bit%mtinors coaling and
being tested. Sewer lines shall be subject to visual leak inspection at downstream
all eaiRia pp nap- at( nut rings shall he hack plastered or grouted with nonslvirk
manholes with all visual kids being repaired and s Nect to televising requests by the
P -A
District
6. The m mis k cii� mehding all riser rings shat] be scaled using flex rib internal
13.
Prior to final deflection teat (mandrel test) all mainlines shall be cleaned and fm of any
chinit r seal marrafacmired by Cmwk NPC, or a District approved equal. The flex rib
-internal
debris Deflection test shall be µrforrned m all flexibke pipe after the final backfill has
chum* wl sirh extend from a mmimmn of 3 -inches below the top of the cone
been in pace it least 30 days. No pipe shall exceed a vertical deflection of 5 % deflecum
section 1. 3--;h..ver the manhole casting frame or per murufachue t installs,im
test result. (-The following are considered nm -flexible pipes cmaNe pipe, ductile iron
pnoRdunes d dveacd atlevwhx inkmat Chirmey Seal shat] be msalled after manhole
pipe, and can am pipe}. The deflectim test shall be performed with a nino-point
vanrtm =it - to final -
teftolg poor a.apun«. \Valet test may be dine, per manufacturer or
mandrel. Paving rigs shall be available at time of test othrnvise no testing will be
Dlstieb wmltt®ialktne to provide assurance that internal chinmey seal is water tight-
allowed. All mandrel testing shall be wimessed by a District employee or the Districts
representative.
7. T3naatillgdalLBaare
ryEel M =toplan, however, the castings to be adjusted in the field by'
thn Di ki % sepnsrat 06 ahwald a discrepavwv oI - between plan grade and existing
14.
The end of all laterals are to be plugged weer tight with a gasketed cap capable of
lade Diens 1e1160k $WOO nkat cover shall be installed to csubhsh grade. Maximum
withstanding a low pressure air test without kakagc. laterals shall be subject to visual
Neigh darjstatig rinp LrMg be 12 -inch m e,dsting structure adnshnem and 10 -inch
wextilitais OH ROR CIusbMcb m
leak inspection at cl-strearn manholes with all visual leaks being repaired
15.
Bedding for flexible pipe and : igid pipe shall be N. 9 crusted nae from 6 -moles below
to 12 -inch- above the pipe kla holes shall he placed on m less than 6 -triches of No. 8
crushed sten, hedJing ��r
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CIAY TOWNSHIP RlcioNAL WASTE DISTRICT
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AMERICAN
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na SANITARY MANHOLE DETAIL
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CLAY TOWNSHIP REGIONAL WASTE DISTRICT
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MANHOLE DETAIL
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NOTE: Au SA9 an Oust. SPADE
0300. O6 MSr f# A MNMAr
T Ytil TIE B3 FOOTER AMC Etr
iKBUDIIG A7 Of ERaT OF
TME STAX7 RW t0 HIM iK
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CLEANOUT TYPE 1
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�� CLAY TOWNSHIP REGIONAL WASTE DLSTNICT
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ScFrleider TYPE 1 CLEANOUT DETAIL
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16. Water line, tihty, and legal dram -sung and separations siRl be in u,or'd.. with
the more stringent of the two: 327 JAC 3-6-9 or the District standard drawings.
17. The trench shall be opened sufftrimtly ahead of pipe laying to reveal ohmuction, and
ahvl be properly protected and or barricaded when left unahendcd.
18, No water shall be permitted to flow into the sanitarya-- system dung oenswctum
Contract- shall mile a pump 1. keep the water level below the pipe. Pump il-harge
shall be directed to anon. outlet in accordsece with state and federal laws and
regulations (327 Wurmg existing C 3-6-20). Any pipe rnsewer shall be plugged with
screw type mechanical, braced plug until such time as all tests on the sewers and all
ptinch list items are complete.
19. All sewer laterals instilled shall he bedded the same as the main line sewer.
20. Forty-eight (48) hours notiu shall be given m the District priorto the star af-er
construction. Also, 48 hours notice shall be given prior to doing any testing on the
sewer.
21- hlanhole caning shall be stamped SANITARY SEWER (Neenah Casting R-1772 m
East Jordan 1022ZI GS) and be self-sealing type. The castirlg/7ange shalt be 34 inches
and the clear �mrlg shat' ce min. 2r1 !3'l6 %aches. Watertight castings shall be boli -
down East Jordan 1022ZI PT and also stamped SANITARY SEWER.
22 The minimum dope .f the sewer shad I be:
Sita of Pipe Minimum Const iidl Sloce
8 -inch 0.4CPo
10 -inch 0.29%
I2 -inch 0.22%
I5 -inch 0.15%
IS -inch 0.12%
23, The C onuactor shall provide measurements .f the slope of die sewerfar each manhole
sectim as vatruction progresses. Such menuremems shill be certified by a Reginered
land Suneyor or Engineer and be available on-site for ob-tali.. by the District's
Inspector. No more than three manhole sections can be constructed in advance of such
meaamement.
24 In the evem the Contractor does not meet the minimum slopes. the stayer section and any
other affected scw•ar sactioos shall be reeomvucted to meet such mmimum slopes.
25. laterals are to be installed with a minimum 14 gauge tracer wire from the wye to the
terminus. Upon lateral completion the contractor far the building or home will extend the
wire from this terminus to the building cleanout adjacent to the building
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DROP MANHOLE DETAIL
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
Sc1W3lyder DROP MANHOLE DETAIL
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NOTE roan C.T Ram s rEaMS'a�flE rm arrLmmtmm await rat
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WELL/WATER SUPPLY & SEWER CROSSING DETAIL
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CLAY TOWNSHIP REGIONAL WASTE DISTRICT
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WATER LINE CROSSING DETAIL
Schneider
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INAMB RY OF LATERAL NaTALLATION REWIREIVENITS
I Ae -cal qo. a b.. NW wrrae,"" DRi Xa rutty fewer f,s mrghn 9ma Adnaice pre a
se mr M wlrml 30a ter a Mariam Caum m ,a r«t kr Baena Cavalry d h -PBM Br aaaerra 1-91
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r aee�vasaa uyoupnar vt utaarwa Hoene errs M PaN.r mama G ay wmsav r wwwanM.aG
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aAtaon, taa,nwd,a PNwJ erAwp Mlaeladmradmfew aAErepMeN biece. nm o'Wer`Y C+rot
rma p.mhmmdrhwTla. Tlr mM/trt NRpesmr aumt b.onarbhaw,am,dtlrnt•ea
a TbwaeraM .Ww ALL aamab,TNaarRrmoxerar WRa saw h Diem. Lra bnNAReN dw
.m����yyhl1m�slae.NlYli soh OYdcl drll minanbepBCeal to aaWnv�e magi o wiS nob Dimi.!5 newel :,ce
merd..m+y�mvipl L"iMVOtehpac4s e r �wi�wl f� a�iE a suxl cemmtlbn Pur onN m �nwe
arw-tca rs :eA.s-ao a Inv.
mtnedm Mwt G si b h adRe.Yd Irpmpa,. a tea d tiro a w4 ro r«eRa aper els, oe �.d rs,o,:<
hBaa erarblb+W Nvpmto^.
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harm ser! araamwRY r.ar,N- we« mmam h+va�pPna'a Wunq Bow d N.Mw b Nara,
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a Aewame Plena AtRmWa:
PVC PIPE SOR 36 err SDIt is. asrM D]DY, 51a INCH PIPE
PVC PRESAIRE FWTED PIPE: SOR 2I, ASTM D29lt,SIX IICNPWE
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IMLRNETS: ASTM F4Tr
FRTNGS'. SORM OR BETTER (FERNCO' OR SMWAR FLEXIBLE COWLINGS TYPICALLY NOT ALLOWED:
DUCTILE IRON MECHANICAL OCUPL" WTH PROFFA FTT7siGS
PRIVATE GRINDER PUMPS ACCEPTABLE PPE MATERIAL
IF COMIECTNG INTO A LOW' PRESSURE FORM MAW
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CLEM OUTS ARE TO BE LOCATED NO MORE TI-M� FROM TK* IDRT)•yv Ra AND FCQtn
GRAWtY• LATERALS NO MORE TFLAN IM FEET AFARr
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1-11 1
MINIbtUNi SPECIFIED TIME REQUIRED FOR A 1.0 p6
DROP FOR SIZE AND LENGTH OF PIPE INDICATED
(testing pressure after sabilitatim no less than 4.0 psi and no marc than 8.0 psi)
Diameter Time,Minimum Longer Specification Time for Length (L) Shown mints
In. mins SI7-- ft leash -5 I
HAND, INC.
(HAMILTON COUNTY
AREA
NEIGHBORHOOD
DEVELOPMENT)
347 South 8th Street, Suite A
Noblesville, Indiana 46060
HOME PLACE
HOUSING
EAST 105TH STREET 8E
MCPHERSON STREET
CARMEL, INDIANA 46248
Q�ap�JC,
OJPOa�
PQeQO
O�
CERTIFIED BY
ISSUANCEINDEX
DATE:
03117/2017
PROJECT PHASE:
REVISION SCHEDULE
NO. DESCRIPTION I DATE
t TAC COMMENTS 5/10/201
Project Number 2016.00348
CLAY TOWNSHIP
REGIONAL WASTE
DISTRICT
SPECIFICATIONS
C610
0-
AMERICAN
�■
STRUCTUREPOINT
7260 ShaaelarM
Scroll I Ind-PaOa. Indiana 46256
TEL
317.541.5550 FAX 317 543.0270
www. anuctumpoint. c an
HOME PLACE
HOUSING
EAST 105TH STREET 8E
MCPHERSON STREET
CARMEL, INDIANA 46248
Q�ap�JC,
OJPOa�
PQeQO
O�
CERTIFIED BY
ISSUANCEINDEX
DATE:
03117/2017
PROJECT PHASE:
REVISION SCHEDULE
NO. DESCRIPTION I DATE
t TAC COMMENTS 5/10/201
Project Number 2016.00348
CLAY TOWNSHIP
REGIONAL WASTE
DISTRICT
SPECIFICATIONS
C610