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SANI`f ARY �EVII�R 5f'ECl�`ICA�'IC�NS
Fo�
CLAY T��I'NSHIP REGlONA� V1(AS`fE DlSTF�l�T
1. Stondar� specif�catior�s af �he ��a� 11Va�ste District and lndivn� Dep+ortrn�r�t af Highwa�rs
shal! apply far a�i work and rnaterivls. Pipe �l�all be �nstailed in accordance with �ectian
7� 5.
2. Sanitary sew�er pipe st�all be PVC in accordance with ASTM Q--3t�3�4 (S.Q.R. 3�� and
ASTM 2321. PVC piRe sholi have grooved bei! and gosket. The pipe shait �be made of
PV� pi�stic havin� a ce�l classi��otion of 12454g.
�. PV� sewer f�ttings shal� conform to the requir��nents of A�TM Q-3t334-83
specificati�n�. F'ittings in siz�s throug� 8" sho�l be ma�ded in o�e piec� w�t� +�lostorr�eric
joints and m�nimum socket depths �s specified in sections 6.2 and ?.3.2. Fittinc�s 1�" and
larger shalf be moided or fabricated in dccardance with section 7.1 � with mc��ufacturers
standvrd pipe belis and gaskets. iNall thickness of fittings shall be SDR 2f as defined in
section 7.4.1 af the specifications. �askets for elastomeric joints sholl be mofded wi�h a
minimum cross--sectianai area of Ci.2C1 square inches and conform to A�TM F--477
sp�ci�cation. �ittings sha!! be manufactU�-ed by Horco or �qual.
4. A!1 sc�nitary manhoies shali be "precast concrete" rrianholes in occor�once with ASTM C--
478 and Section 72a. C�-Rings shvli �onform to C-�4�3. Kent Sev� or equ�va�ent shall
a1�s b�e �ppli�d ��� �ii join�� and be�w�en r�i��r� ring� vnd ca��ir�gs. M�n�r�le ���p ����ing
shali be no mare than 1�--inches.
5. But� rubber coating shali be applied around each manhole jaint from 6--inches above to
6-inc�es below each �oi��� The �appropriate prirner shall be a�piied �ar�or to apply'rng the
r�bb�r coat�ng. lnside �4int� tQ �e .fili�d w�th precoat �lug m�ter�al.
�. Th� cv�ting �l�vations ar� s�t by p�an. Haw�ver, �h� castings ar� to �� ad just�d in th�
fieid by t�e Engineer's representative, shouid a discrepancy oc�ur between pian g�ade and
exis�ing gratle. New mc�nhoie ring and co��r st�ali be ir�stalled �o es�vblish grode.
Maximum height of ad justing rings shall be 12--inches.
7. Backfili around a!1 structures and all cuts under paved arevs with granular mvterial.
Trenc�e� opening within �--feet of pave roacdways shol� �e aackf��led with gran�lQr
materidi in acGC�rd�nc� wi�h �ect�an 211. Ba�kfil! under ��d�w4�ks shal! �� ranular�
c� g
ur�i�ss the walks ��-� c�nstr-ucted Q rr�ir�imum af 6 months aft+er� backf�ll hos beer� in--�lace.
8. The Contrvctor sholl be responsibie for verifying thot ail state highwoys, city ond �ounty
permits hdve been obtair�ed by the deve�oper prior to start of construction4
9. The Contrr�ctor shall be required to furnish the developer's En�in�er with a set of prints,
marked in red pencil, showing actual sewer location vnd invert� to include laterol locotion�
depth and length. Such "as--built" prints must be received by the Engineer before the �n�ri
cQntract payment can be autharized. Th�e sanitary sew�r iaterals and stubs terminatian
shali be indicated an the surface with a� rn�ta� f�nce post s�t �mmediot�iy above said
terminatiQn point.
1�J. A�f svnitory sewer lines upon compietion wiil be r�quired to pass an infiitrotion weir test
and a tow pressure Q�r test, untess at�erwtse d��-ectec� by th� Engineer. Said test s�a�l be
conducted according to �l�PI Standard M�thod, a�nd sholt �e witnessed b� an Engineer
and representc�tive of the clay Waste Dis�rict.
11. Defl�ction tests shv�! be per#orrned or� �!1 fl�xible* pipe �fte�~ the fir�ol back���! has been in
piace at ieast 3� days. No pipe s�caii exceed v vertica� defiection � of 5 percent cieflection
te�t resul��. �"The f�llowing �r� �or�sid�r�d n�r�--#I�xible pip�s: et�r�cr�e�� pipe, duc�i�� ir°on
pipe and cast iron pipe.) The deflection test shal! be performed with a r�ine--point
r�ondrel. Proving rings sholl be available.
12. A�! mandrel testing shall be observed by a Professior�al Eng�ne�r for cer-tifica�tia� Qnd a
repr�s�ntativ� Qf the C��y W��t� Qi�tr�ct.
13. The ends of lateral are to be plugged tight with a�raced plastic di�c or cap capable of
withstand�ng Q iow pressure air test without leakage.
14. Bedding for f�exible pipe shall be No. 8 crushed stone from 6--inci�es beiaw the pipe to
12--inches above the pi�e. Beddfng for r-�gid �ipe shafl be No. 8 crushed stone fram 6--
inches below the pipe to t�e spring line af the piRe and from this point to 12--inches dbove
sha!! be fi!! sand a� equiv�lent. M�nhol�s �hal! be placed Qn no te�s th�n 6--�nche� af Na.
8 crushed ston� b�dding.
15. INater ond sewer line cro���ngs ond s�pa�rations �ho�� be in �ccordance with Ten St�tes'
Standards.
1 fi. Trench shall be opened sufficiently ahead of pipe laying �o reveal obstructions, and sha11
be property protected and%or borricaded when left unattended.
17. No Wuter sha!# be perr�itted to flow ir�to the sanitar� sewer systenn during con�tructton.
�ontractQr sha�! utilize o pumR to k�ep the wt�ter leve! b�low the pipe. #'ump discharge
$ha11 be direct�d to � starrri autl�t. Any pipe entering �xisting ��wers st�ai� be �lugc�ed;
using d"screw" typ� m�chanica� p�ug, until such time as al� tests an tk�� se�vers hove
been completed and the lines hav� possed all punch lists.
18. All sewer laterols ins�kalted by the rnvirrline �antroc�or shal! be bedded th� same as the
main line sewer.
19. Forty-eight �48� ht��srs not�ce shali be giver� to the Cl�y Reg�onal Wa��te Di�tr�ct priar to
the stQrt of sewer canstruction. AI$o, �8--hour� noti�e �hdll be g�ven prior to any te�ting
don e on f� e sewer.
20. Manhole cr�stings sholl be stamped i'SANITARY SEIIVER" �Neenah Costing R 1642 or
equal� and be self--seal�ng type. Y�faterproof castings sha!! be Neenah i�--191 �--F1 and
stam ped "Sa�n itary Sewer".
21, Th� minimurr� sl�pe for sewer aGCept�nc� by the �Ivy Township RegiQnal Wo�te DistriGt
are:
Size of Pipe Min imum Canstructed Siope
8- inch �.4t�%
i �- In Cil 0.2$�0
12-- in ch 4.22�
� �-It1C�i d.� �J�
� 8- in c!� �.12�
2�. T�re Cantractor sho�i pr�v�d� measuremer�ts c�f th�e slop+� af the s�v�er far ec�c� rrianhale
section as construction pragresses. �uch mea�ur�ments sha�l be cert�fied by a�egisteFed
Land �urveyor or Engineer and �e availQble on-site �or observation �y t�e l��strict's
inspector. No more than three manhole sections can be canstructed in advonc� of such
m easu re,m en ts.
23. ln th� event the Contractar does not raneefi the minimum slopes, the sewer sectian and an�
other af�ected sewer sectiar�s sha!! be recons�r-ucted to meet �c�ch rr��nirr�um slQpe�.
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MANH�►L,.E Ff�pME & CC�VER
S�7` t�N K�N�fi ��AL O� �QUAl..
,� 8 CRUSHED STONE
6" MIN.
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60TTOM OF' TREN CH
U a� K�N T��AL t�i� �QU AL
6ETWEEN RISER RINGS {TYP.�
BUTYL RU88ER BASE EXTERfQR BACK �LASTER
- MAT�RtAL 1/4"f 1/16" MIN. THICK FORM �"
6ELOW T�P C3F �ONE TO �A�TiN� PER SPE�'S.
ADJUST TQ �F�aDE w/ A��1USTlNG RINGS AS
RE QUtRED �2" MIN./12" MAX.� v�/ KEYWA Y
w/ KENT SEAL OR EQUAL (PER SPECS,)
i'RE�AST �t�liVF'�RC�� CUN�RE�
MANHQLE CONE MEETING
A.S.T.M. STANDARD �-4?8,
MANHQLE SECTI�N J01NT5 SHALL CONFlRM
T� A.S.T.M. C-443 w� O--RiNG GASKET
4'-t�" DlA. PRECAST BETWEEN �ECTIONS PLU� 1/2" EXTRUDABLE
REINFORCED MANHOl..E GASKET �KENT SEAI QR EQUAL�.
SECTlONS M��T!!VG A.S.T.M. STEpS SHALL BE PaLYP'ROpYLENEi PCyLYPRC�PYLENE
STANDAR!} G-478. ��q�� ��EL R�iN�QRCING �R AN APPROV�D N�!-
-
CQRR�StVE FIBERGLASS MAT'�RIAL. THE COLPOLYM�R
tPE TQ �tANHOLE GASKET '` P�LYPR4PYLENE SN�4LL BE THE REQUIREMENT OF
���'ING A.�.T.M. �TTNiiD. C�923 A,S.T.M.--41Q'� REINFQR�EQ 11V�TH 3/8" MINIMUM4 QIA.
A�.L BE CAST INTQ NlANHO�.E RE1hIF'aRCitWG STE�L CONF'ORMi�iG Ta Ti-IE REQUiRENlEt�7S
� ECi`IDN AT THE TIME �F' OF' A.S.T.M.--G15 GRADE �t3.
ANUFACTQRING, GASKE� SHALL TOP OF BEN�HIN�LL SHALL BE �T` MIN.,
E DESl�NED T� IMTHSTANQ UP E�.Eva�oN o.8" TO THE CR41NN 0►F THE P1PE.
tJ 1 Q P.S,1, t��' 1�fATER PRES�IlRE
1/�� ,� �C. r-�CQNCRETE 8ENCH WALL �CLASS 6}
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BA�E �HAI.L BE PC}IJR�Q !N P1�:ACE
C�R PRECa�T BOTh� SHALL HA1lE
�4 6�R� AT � 2" 0,�, EA�H WAY
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t�RANI�L�AR �V��INC MATERIA�� �#� �TpN��
REQ!!lRED 1�t/PRECAST �A�E 6 �AtN.
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E3ACKFiLL WITH C1.EAN
GRANIiI.AR MATERIAL
PEf� REQUIREMENT OF
fN�IANA �EPARTH��NT C�F'
HIGHVYAYS (MECHAN�CAL
CQMPACTION TO 959�
PROCTQR aENStTY�.
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fi" MIN.
BELOi�V THE BARREL
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�-�- ��oo psi coNCRE�
PERSPECTIVE VIEiH -- EARTH CUT AWAY
TO BE USEQ 1IVF�4EN CLEAR D�STANGE gETW�ElV PIPES
IS 18" OR LESS, OR WERE NQTEC} ON THE DRaWiNGS.
Nt�T--Ta-- SCALE
T�MPED �N PLACE
sallo eacK��
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NOTE:
ALL BEDDING & tNTAfL E3ACK�iLL
�-tALL 8E 1NSTALLED 1N 6"
T4 12" BAi.ANCEC) LIFiS
ox� t�ax)
5,��l�T�RY �E��R
SER V! �E ��� N �� Tl �N
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BacK�u. an-r� c�AN
GRANULAR MATERIAL
PER REQUIREMENT OF
lNDIANA DEPARTMENT 0�
�!lGM1I�IAYS (ME�!-!ANlCAL
CQMPAC1�C�tV Ta 95�
PRC3�TOR DENSITY).
3" M�N.
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NC}TE:
MUSi' HaVE S�►Nti'ARY SEWEi� STAi4fi�E�
ON �ASTING. 2'� I.ETI�#�S RE�CESSEU
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A MAGNETIC TAPE LOG�TOR SHAL.L B�
PI.�GE� fi" �'VEFt ALL i�#AiNS dt LATER�ILS
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oF 18 sr�:Ts
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