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SANI TAR Y SEWER PIPE BEDDING
�'AVEAAENi R11M�' SIf1EWALK �'-
---.- _ � �--�-- _- (I l�lf�' f I � �''I�f�l � �'ll'I , I�-li � �I�i��V�_, � /� �f h'Fi�l ��)
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wr,rio� (ou. •P) wwr+o� (ow 'r)
PWES ENTEMNGI PIPES ENTERNG/
PIPE SIZE LEAVN�G AT IEANNG AT
(DU� 'C) 0-�S DEGRfES a5-90 DECREES
ZY-JO' 60' 60"
3$-36- 6p- 7Y
47� 72� 81'
�- �r es-
�FINISH GRADE OR PAVEAAENT
�-CASTING FRAME dc COVER AS SPECIFIED
� 'T- _ ivuN-ASPiv�iTiC IAASTiC
PRECAST CONC.� - OR BUNL RUBBER SEAL
ADJUSTER RINGS BEfWEEN JOINTS
iF NEEDED (12 1M�c.)
STANDARD PRECAST AAANHOLE
4'-0" DIA CAP OR ECCENTRIC CONE
FULL HEIGHT MANHOLE
- T STEPS AS REQUIRED
�I �5" (TYP.)
- 1 5"
�-CONCRETE REDUCER CAP
- - -_- /
- - -� . NOTE:
- MANHOLE CONFORMS TO
ASTM C-478
DIAMET R"F" - NO BRICK OR BLOCK WILL
6- BE ALLOWED IN MANHOLE
�-� - O-RING GASKET
NON-ASPHALTIC MASTIC
OR BUTYL RUBBER SEAL
BEtWEEN AAANHOIE JOINTS
IAM R � "
1/2" PER FOOT SLOPE
� _
3"MIN. '�v�� �
� - — - � INVERT ELEVATION
8� � — -� ' —
1 _ BASE SHALL BE PREGAST
--���-- AND SHALL HAVE �4 BARS
GRANULAR LEVELING MATERIAL AT 12" O.C. BOTH WAYS
REOUIRED FOR PRECAST BASE
STANDARD STORM MANHCa�E
FOR PIPE JIZE ;,' 7„ ___ ���,>
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TYPICAL SIDEINALK SECTrON
_ (NO `;CALF)
RIP RAP
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IP�lI�� f:l If P�II���U I'Uhll�
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PI�ElRERING/ PI�N7ERING/
VIVE SIZE LEAVNIC AT IEAVMC AT
(ov� '�) o-+s oecnecs as-eo occr�cs
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Lif IWFf N ALL MlaNIIOLf_ JUW f`.�, Ill ENS, ANG C;l1SfINC`; Ai WLI I AS HU (YI
kui,isi f: nF���i iFn ro nii oui�,i�,E ,ioiN7s, s° rnc�i SiuF ot� ,i�iN�.
`� TANDARD MANHOLE DETAIL
, (NO SCALE)
, - N��f�MAI
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r INiSi-i GriADc" uR PAV[b1ENT
cASTING FRAME & COVER AS SPECIfIED
z4" INSIDE OIAMETER � NON-ASPHALTIC MASTIC
PRECAST CONC. OR BUTYL RUBBER SEAL
ADJUSTER RINGS � B�EEN JOINiS
IF NEEDED (12 MAX.) N
NOTE: FULL HEIGHT MANHOLE
STEPS AS REQUIREO
- MANHOLE CONFORMS TO _ _ �
ASTM C-478 �1�
- NO BRICK OR BLOCK WILL r�
BE AILOWED IN MANHOLE �� ECCENTRIC CONE OR CONC-
i_ ____ L J_ __� � REDUCER CAP AS REQUIRED
- 0-RING GASKET NON-
ASPHALTIC MpST�C OR BY SRE CONDITIONS. CONE
BUTYL RUBBER SEAL TOP TO AAATCH ADJUSTING
BETWEEN I�AANHOLE JOINTS 7 RING PROFILE
- STRUCTURES ARE TO BE i��(TMP )
GROUTED, FULLY TROWELED 4'-0'� DIA.
SMOOTH, AND BRUSH FINISHED 6"
BENCH WALLS AT MINIAAUM
PREFORMED HOLE TO MAXIMUM OF PIPE 1/2' PER F00T SLOPE.
O.D. +K' PACK WITH NON-SHRINK GROUT BENCH WALLS TO BE
� DIA 'G' CONSTRUCTED TO SPRING
. � . L1NE OF PIPE.
3"MIN ' ' � �
� ' ' � INVERT ELEVATION
$" � � f— � —
BASE SHALL BE PRECAST
3� MIN. AND SHALL HAVE �4 BARS
AT 12� O.C. BOTH WAYS
REOUTRED OR P ECAST CONC
STANDARD STORM MANHOLE
F OR PIPE SIZES 1 2�� —24"
(NO SCALE)
LAKE CROSS SEC TION
. _ . __... .. . __. . _ __.-----_- _. _.__ . _
(NO SCALE)
� - � SIRAW RAI E'_, RUGIf D S"
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d � - STORM fiPFJtNF.
000�0 ' - 3 b4 kFE3Af� SIAkL
•� ��-� 2'X6" SIL 1 I h'AP
0
--�o IYPi�:AL `�LOI�TCU RISER
(cnr� r�f usi D iN�;ICnn
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/-
PLAN VIEW
- - (YPICAL SLOI �E �) hlSl P'
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j OF ;7FtAW NAI F'�)
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III III III-I1�� ° II '!I II' III
III I 11I III _ �'��
III I_II I° °I il_I III
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SECTION VIEW
S TRA W BA L E PL A CEMEN T
FOR EROSION CON TROL
(NO SCA�E)
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CURB lNL E T DI TCH GRA TE lNL E T EA R TH Dl TCH I NL E T
_ --- — —
�NO sca�E) (NO sca�E�� (NO sca�E)
NOTE: ANY STORM INLETS THAT ARE DEEPER THAN 3' WILL BE ACCESSABLE WITH STEPS
1
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wiiu �.���1linci•�i ..i i�,��ui ". n��;n��i.i 'i����i �.i�n �. i��N; nci;i ��� � �� � � �
..�t� W ui,n ,," nrdu r,unll/n�.��� i:� i:� i:� � � �; �u ii� i;
��- '.,I I_UI U AKk�.A` SIIAI.�. Ii�VI A'.-,UI IALiI I MUI �.II AI'PI ILI� f lil?
�, ikCDDFD
CR�JSION AND SII f Ct)NTt20l MULCH M�Y Ht `IRAW, .F
rIAKUJJOOD �,F2 I�BCi d�;N <:ONIft01. MAI�.
p. DCVFI (1NER5 Of'lION: �.f)N`STRUCIION AtlEA`� kLQUIRWG ERO`>ION
���N �tz��� M� r�3� H r�,K�>>E��>f �� �N A<:�:���»N�F W�TN A��>�f ,F E�, DRA lNA GE S lNA L E SEC TION
ANU I f k fILIZE..f? `_;F'E Clf ICAlION ;
(NO SCALE)
S'_,00 P � L r� �
A�
Varics WidlYi Vaiies
4' Min.
SECTION B-B
ConG�n� li;,n !��int (ly��.)
��� .s
. saJ�> A a0`�
'o .
SECTION C-C
Pli:e ezpansion joint a� buck Pavement F�amf' ':i��:walk
oh �wb luie or al sidPwalk
u���
�I�I<� slopeS varies `_ , � ,
n�lormly tc, a rn�xfmum o( 'tl °' - _ a � °
4��;�ft. of yutter line. -� � v �
' 4�
�� --- Mazirnum Slopr I��/tt
SECTION A-A
SIDEWALK RAMP FOR HANDICAPPED
_ - _ _ -_ -- _ _ _ _
�IVV JI.HLtJ
,�ll' f11GHl -OI - WAY
10' � . .SU' (26' CUL-DE SAC) .._. .. . � I �)'
� _ _ __ _
__ _ _. --
(12' CUL-DE-SAC) I (12' CUL-DE-SAC
I`��� (13' CUL-DE-SAC) 1 5 (13' CUL-DE-SAC)
r- - - __ _-
/ �� � IU�'AfION OF �LOPf `� -� 1'�niin�
'�
� L��I�Ilnl � �'--�
'� f'KOFII L �RAUE 1�4 'F T. � I
� �- LEVFL I WI �RC�WN 1 4"�F�- �
' - --
�:UNC WAl V: � �
i
' Fi_n c � ��F nc� `� �
- (�.C1NC. fi01 t �.I.�irH
i'-�II.A_� iSlUld�i?
� ���s ��,ir,��i
a�� b_� �_,i�mai
TYPICAL SECTION—LOCAL STREET
(NO SCALE)
_ �,� � :, .
� � � n_,_ . �sir;�-�� �,.
��� „^;� ��ror,F
_ «. ��iuNt
,nnFacrto ct�nriuintl _ .,�,_
ASPHAL T PA I//NG SECTION
DEDI CA TED S TREE T R/W
_ _ - _.
(NO SCALE)
t"-H.A.C. SURFACE
5'-N � C. BINOER
t�"-STONE
�� �n..,. �,t SUBCRnpE
A� PHA L T P,� '✓I���C SE '� TION
, ,�
r0 wNE � O,a D
(NO SCaLE)
��' i�n�i ��,�� i�iMii��,i�ir� ��,iui�i�
� �� intii�w � n n[3 ti -i w �nii )is�,i�r
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i s i �, i i�� E; ��, � �
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`'_�r� irn�� �d� unrr� nrii irn i�inii nr�riini,�. ��iinii r�ur�iui��M
�"� I�.��II MI'lit�ltll IJ.�iiII;IMIt�II'..A' '•II �nll 1Ii IIII
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i�,i iinu i' in � ii} r�iwi i�ni �. ,iin�i i,i niiiMiraiiM nii�r, n, a i ,��i in uu
,�
nr�� iic�i; �' Mn� i ncir�� 'a inrn,ni r.i i � u i� nn��ri ,
� wi n Mui iu�ii i�n��i i i� i�ii . �iinii unvi i ni� �.i nnn� win� ii �.iinii
-I isi in,iiii �.�nu��ii� wini ° inn �,ni�nrii.�ii� i��ivi i�u; i,�u i�
=�i_�ri� FND nu i�,i i�i ni� �ii��ii�n� ����(inii i;i ��nr��.n+n��ii i� �n; iu ��.n���i
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i�n� iirn.ui ni �invii�i�� ii�i�.iu �,i � '� iiii� ��i� iinir. wni in i�nii� i��i�� ni nu �,rni,�n, i ��rni
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NOTES:
-INSTALUTION OF UNDERDRAIN SHALL CONFORM TO SECTION 718 OF iHE INDNNn DEPARTMENT OF
TRANSPORTATION STANDARO SPECIFlCATIONS.
-iitrt�ERDRAi1vS SriFil NGi BE iNSTALLED iiNTl� FiivAL GRAGfhiG AND CGi.IrACTiGhi i5 COLi?��Eu vt4 Sii3C,Ri1uE.
-ANY CONTAMINATION OF UNDERDRAIN BACKFILL SHALL BE REMOVED PRIOR TO INSTA,LLATION OF AGGREGATE BASE
-UNDERDRAINS SHALL NOT BE INSTALLED UNTI� UTILITIES LOCAiED BENEATH THE UNDERDRAINS ARE IN PLACE.
(i.e. WATERMAINS, STORN SEWERS, SANITARY SEWERS, ETC.)
-MIN. 6' SUB SURfACE DRAIN
SUBSURFA CE L?RA /N DE TA lL d�
TYPICAL SSD LA TERAL CONNEX
(NO SCALE)
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