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Finr SANITARY SEWER MAIN
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8
a' MIN.
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1 BITUMiNUOUS SURFACE. 11. HAC
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s
WATER MAIN rn
PARKING LOT PAVEMENT
'^
BITUMINOUS BINDER. 8. HAC
WATER MAIN
'� 110• /SYS BITUMINOUS SURF ACE, HAC, No 11
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:N
5" MINIMUM (SEE NOTE IJ4I
CENTER OF SEWER
BITUMINOUS MATERIAL. FOR TACK
MATE IA
.. 330• /SYS BITUMINOUS BINDER, HAC, No 8 OR 9
�
EXISTING PAVEMENT [-EXISTING PAVEMENT
MAIN LAYING LENGTH 18" MIN 18" M�
Fk
• 6" TYPE "0" COMPACTED AGGREGATE. No 53
COMPACTED SUBGRADE TO 951 STANDARD PROCTOR
SEWER MAIN + W _
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7:�'ai:.l.a t ��•i;a!:.;E;�:. 'f �. �i:i`,
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111.
= SANITARY SEWER MANN
"IS of fult dep thl gr onulor bock fig
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5' 24'1 S,
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TOPS(M TEED OR SOD, 1
s
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AS REOOIR D TO 4_. 1/4 "/11, VOIL -t►
MATCH EXISTING
LAST REVISION
•
I
ENTRANCE DRIVE PAVEMENT
DATE 1995
MINIMUM CROSSING & SEPARATION REQUIREMENTS
i
--- 'OBASE SCOUR5�3305/SYS) SURFACE Oil
9 HAC
FLOWABLE FILL : • ' .: •
FOR WATER & SANITARY SEWER MAINS
i
.. „ •
• • • e 53 STONE SUBBASE
.. ; .. ;
sf TYPICAAL� PAVEMENT
SECTION DEtAII
.
COMPACTED SUBGRADE 10 957 STANDARD PROCTOR
:O ; •
EMAOFSITMM1tff. ftF&FG~ IN W EDGE OF PAVEMENT, CURB, GUTTER OR
SIMILAR STRUCTURE IN THE PUBLIC R/W SIMILAR STRUCTURE IN THE PUBLIC R/W
NO SCALE
S'OR LESS GREATER
MIN. 6" TOPSOIL TO ENSURE THAI S' MIN. 6" TOPSOIL
•• GRANULAR BACKFILL All cuts mode in or under any rood surface shollbe
,
I GRASS GROWTH TO ENSURE CRASS
bockfiled with granulor moteriol. Where a cut either
GROWTH
transverses or porolels the rood surface, granular
NOTES:
1. The •.islinrhpp poreeent is to be sawcut to provide a clean break.
Is to from the disposed the right-of-way.
_
_ -_ •- _ - _ =1111= III= = _ _ _ __ -
- - 1111= 1111= III1�111= o ' o o . o,o II-IlII- 1111`-
Illl�lll- Illl�lll- o ° I (!)I- o P:'Q • d 2 /_
° ' ° ° °' ° 0 I ° • '
DotkfiMshoNbe pbced in Ihol portion of the cut
booted within three (3) feet of the rood surface or
1. trench avail b• rawwod work s1t• and of out of
3. f lowabie fill (1! Controlle"ow- Sfrength- Wforl9l. or rlaoble Mortar) Is to be pared Into the trench
- -1 • MIN. t.25 sc • t
"8" BORROW OR EOi1�C ) MIN. 1.25 8c•1 ! _ REGULAR BACKFILL 11=
° '• o •o /-
within a distance of equolto one -half (1/2) the depth
PAVEMENT WITHIN RIGHT-OF-WAY OF 131ST STREET
to cery as bock Ill. to the diowuions and specs ieotions listed n this detail.
4. The asphalt patch is to consist of a olnlsum of 5 Iflve) Inches of eltumirow 91ndw. 1. MAC aid
1 lone) inch of 6ltuelnous Surface. 1t, HAC. if the existing povewsnt Is thicker than
GRANULAR MATERIAL c o O
COMPACTED TO 95 /. =if • °o ° ° .o •o F �) '•ode �'. °o . II-
I f) ° ° • o • 0!0 /�
of the cut, whichever is greater.
1101/SYS BITUMINOUS SURFACE HAC &II OR 02
6 (slxi Incdrs. additional binder i• to be used to notch the existkq pavem 1 thickness.
STANDARD PROCT b •• a.0
O o /i+=
DENSITY �I • = r . o, .o
440• /SYS BITUMINOUS BINDER •8 OR 9 HAC
IN No CAS( IS LESS IRAN t (SIX) INCHES Of ASPHALT 10 SE USED.
nP
S. the existing povannt Is to be took tooted prior to the 1oy1 of new ospta)t. Took Coot Is to be
applied as specified In the latest IMOOT &pacification&. Sect ens 409 ono 90t.
/ p: $ • 0.0., : ° . •8 CRUSHED STONE OR O: $ o : MIN. 12"
MIN. 12' -1 II •o O
•f9 CRUSHED STONE 0 ! •o•o APPROVED EOUIV. d• • a
Moterialptocemenl and compaction shallconform l0
. •
)2" 5J STONE SUBBASE
PROCTOR
6. The new surface Is o be sloped at the son rot* Its the existing surface.
T. A 2 1f.o) inch wide bond of crock sealant 1 to tw appll•d aloonrqg the joint tween the exist �nq
new osphoit surloce. Sealant is to be applied In accordance I'll INOOi speclflootios. Section )OS.
d•
APPROVED EDEN. _ ° ° • o CLASS I BEDDING III °• o . o
CLASS I BEDDING 1 II . MATERIAL. HAND TAMPED �i o •
HAND TAMPKE / • OR WALKED INTO PLAC e O ••O
�
General Ofdinonce No. 24, 1985, section 28-326.
COMPACTED SUBCRADE TO 957. STANDARD
REO'D THE EXISTING PAVEMENT.
9. The flovable fill ml is to contain. for •wry cubic lord of batch woterloi. no wore than 50 tbs of
MATERIAL •o _ -
OR WALKED WTO PLAT .o -
NOTE: CLEAN SAW CUT JOINT ALONG
Portland cement. no more than Soo lbs. of Type F fly ooh and no awe than 500 lbs of water.
9• The conpressiv strength of the flovable Fill Is not to exceed 100 PSI of 21 days.
• . ° o • - „
o co' .e 4" ' o. c O'o. 4
.
o� O
�- /-- 1
/ IlII- lI 111F 111-
�1i� 1i11� II>I� Illy
j1
x>�
WITHIN 5'OF EDGE OF PAVEMENT GREATER THAN 5'FROM EDGE OF PAVEMENT
FIGURE $00-04
FIGURE 500.03 NOTE
ALL BEDDING 6 iNTIAL
BACKFILL SMALL BE
U
Q Q Q
INSTALLED IN 6" TO
IJ
12" BALANCED LIFTS LEGEN
A MINIMUM 9" CLEARANCE Bc OUTSIDE DIAMETER
SHALL BE PROVIDED ON D INSIOE DIAMETER
EACH SIDE OF THE d DEPTH OF BEDDING
INSTALLED PIPE MATERIAL BELOW PiPE
P!l
-
ROAD CUT PATCH FLOWABL� FILL BACK>=1LL
PLASTIC PIPE PVC & HDP TRENCH DETAIL
( �
ENTRANCE DRIVE - TYPICAL CROSS SECTION
TYPICAL PAVEMENT SECTION
�
FRAME i COVER AS SPECIFIED
t
SAO tut won CLEAN §K Ax
I
[x1eilN(i [R STIMa
R11tJr I.S• SITUmIKWS SWACE 11 MAC i11i
Av RENT Ar KNt
•
STEEL FENCEPOST
CONCRETE
' ' ' plA�t Et)NCRE•TE
Itor Temporary protection)
ADJUSTER RMIGS�AS
REO'D. TO MEET GRADE
REINFORCED PRE -CAST TAPERED COMPRESSION O-RING JOINT
ASiM C-443
M
SET FLUSH pVC CAP
WITH GRADE
CONE SECTION OR PRECAST CAP
AVAILABLE IN 2'•8'• AND 3' -0"
LENGTHS (CAP P -0 ") ASTM C-478
Oki A. I
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_ -
�::�•':•�• S :�• .•�` .i II- -Ill
REINFORCED PRE -CAST MANHOLE
X111= IIII�11 ..','.:�: t ,;�• =1111=
'
•'•
SECTIONS AVAILABLE IN 1' -0 ", COMPRESSION O-RING
Ti ►E - eEp01"0
cowA t AG m AtE
V1
• 1 • wri • '' CONC.
r.,:.•; :.• ::::�` r BASE
;�•:C:• ;•:::': •:.
MANHOLE
T- 4'•,2'- 0 ",2'•8 ',J' -0" AND 4' -0' JOINT ASTM C-443
LENGTHS t0 MEET REO'D DEPTH
I
o••
Its .Yt�,S
7�f I •�,
NICALLY
RUBBER MECHANICALLY
ASTM C -478 � 6' TO 24"
,
16' O.C. PIPE
+
'd
EBOOT OA
MANHOLE STEPS
SECTION
Polypropylene. polyproylene cooled FILL WITH CONCRETE
siesirsinforcing of on approved non - corrosive 3' o:-
�1
WASHED GRAVEL
fiberglass material. CONCRETE FILLET
`r oo
PIPE
The copolymer o
poypr py
h deiorr��hhttd mdean rt.n ore 4101
NO SCALE
tj
PCAP
reinforced nri h
4 "' � t D
sleelCOn(orming to ilSTM A -615, Grade 60. POUR PLACE R
'
� DIRECTION OF FLOW
PRE-CAST BASE
NOTES:
STAINLESS STEEL
I . The exicIIng pavement is to be sovcut to provide a clean brook.
2. irench soil is to be raroved from the work mil• and disposed of out of the right -of -wo
4'x4„ TEE
CLAMP FOR
RUBBER BOOT
4" BARS AT 12' C. TO C. BOTH
PREPARATION OF BASE
). Campmfed aggregate or type 'e'-9edding 13 to be placed In 6' lifts and compacted fo 951.
:4"
DIRECTIONS PER ASTM C 478
4: The existing povement is to be tack cooled prior to the Idling of now asphalt. Tack Coot Is to be *
opoli•d tic specified in the latest INDOT specifications. Sections 409 and 902•
and
S. ins concrete cop is to D• finished 1.5 Imo and onrf�oin Inches bola the existing arface.
e con
PRECAST OR MECHANICALLY
THE BOTI H OF THE EXCAVATION/ (TRENCH FOR THE 2 CRUSE SHALL BE
FILLED WITH A MIPMMl1M OF EIGHT l8) INCHES OF N0. 2 CRUSHED STONE
A texture is to be amlevd along ins conorst o c surtaco.
6. The asphalt surface is to couist of 1.5 lone and w-hoiII Indies of sltuminous Skrfoce, tl. MAC.
CORED HOLE FOR PIPE 0
UNSTABLE COMPACTED TO FORM ASTABLE BASE. WHERE POOR OR
UNSTABLE SOIL CONDITIONS EXIST OR OVER EXCAVATION HAS D,
T. The new surface is to be sloped at the some rate as the existing srfacs.
1. A 21 two) inch vide bond of crock sealant is to be opplled att� the Joint between the existing and
MANUFACTURER'S PLAT
ALL BE
ADDITIONAL N0. 2 CRUSHED STONE OR CLASS B CONCRETE SHALL BE USED
TO FORM A STABLE BASE.
new asphalt surface. Sealant is to be applied in accordance with I i specifications. Section 305•
RISER DETAIL
RUBBER BOOT DETAIL FOR SANITARY MANHOLE
ST ANDARD SANITARY MANHOLE
,•�� uc I,
ROAD CUT PATCH CONCRETE CAP
SUBSURFACE
Vs
•9500027•
3
- •
NON-ASPHALTIC MASTIC
MIN. 3' WIDTH
3
THREADED wlrH
-o
STATE � � t„
�i•
OR BUTYL RUBBER SEAS
--, 1 3
CAP
THREADED CAP
r ,•.�`� I
�• ' %NAT�M,.•• \
SEE PLANS FOR TYPE BETWEEN JOINTS
t (--
� ;Gaff '/011iL k% 'ZI-I""\
OF CASTING
//JNl111tt111 \1\
REDUCER CAP
TOPSOIL BACKFILL
PAVEMENT
T-A ill- 11.1 -7L`
=1 I Im�" Li I L'
r
MAX. 1' -0" PRE -CAST CONCRETE
ADJUSTER RINGS AS .'
REPLACE TOP 6" WITH TOPSOIL
FINISHED GRADE FINISHED GRADE
- - - - •, IN
'
REQ'D. TO MEET GRADE
Iwoots o. SPECS.)
-
" °
1111 = 1111 =lII1 =1111= ' ' " ' "' /NIL= 1111= IIII-� e ' , ° ' -
�
II
W
T
OR APPROVED EOUIV.
''!! OMPACTE01I MPACT I
iii ACKFILL i CQ -
v
N_=_ GHAN�••
RI$ER PIPE 10 BE SAME SIZE AND
.
TR,
SEE CONS UCTION PLANS
(
' " ( I ; BACKFI Lo'•• 11-
" /
SPECIF1CAfION AS ►tORIZONiA1 PIPE
o (�
WE Eu*'Ilrumu UOg
12" ) •� ,i,
I
FOR UNDERDRAN REOLYREMENTS
`
"
TE $ e °
° �I �
6" CONCRETE PRECAST MI
y
"d " •Floc �eplh
SRAANU LL AR l ° : $ . o, •'.0 6" kAM1• �1 11 ° : $ . °.: 6.. ,,�
d• °
MSE m�
OR POURED
4" "s " . Swale slope
BACKFILL d• o .0 ° -�'�
a o . 0 6„ o to°
t
t�Xifi 1 k��
12"
SHAPED BOiTOM OR 4"
OF •8 WASHED GRAVEL
=' /il 6"
PIPE PIPE
1 ►+• MIN =IJ t.�+. MIN
6" PVC
hb1f * IN *2WI 61
: ••
PERFORATED PLASTIC PIPE
BENEATH TIRE
=1
00• o tp• o• o o •O'
311
e
4., MIN. `- 4" MW.
Illl__ OF= I{il- Ri il>� Iifr --
FROM 10 GRAVITY SEWER
�7 FAX 1
I
,. ., ,.
12 CLASS A CONCRETE
llil 111
SERVICE BUILDING
NOTE: STEPS TO BE INSTALLED IF DEPTH
EXCEEDS 3'.
SUBSURFACE DRAINAGE TILE REOU I RED IF CHANNEL SLOPE
SEWER TRENCH SEWER TRENCH
PAVEMENT
DATE, - -g
IS BETWEEN 0,5% AND 1. 07.1 AND OR LENGTH IS GREATER THAN 400 FEET.
UNPAVED AREAS
h 6••x6•• PVC WYE BRANCH
J03 I 1110711
SHEET s of
STANDARD STORM SEWER MANHOLE
SWALE UNDERDRAIN DETAIL
SANITARY SEWER TRENCH DETAIL
CLEANOUT• DETAIL
1
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711 DE .00R