HomeMy WebLinkAbout0815.93.130
2 CONCEALED PICKHOLES
0 180" (IN9204 -A OR CITY
APPROVED EQUAL) --,,�
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NEENAH R -1642 WITH
SELF- SEALING COVER
STAMPED "SANITARY SEINER ".
`2" LETTERS. RECESSED.
FLUSH MATH SURFACE
"SELF - SEALING"
MACHINED BEARING SURFACE
(DEPENDENT UPON O.D. OF
RING SECTION IN USE)
SECTION "A -A"
SANITARY SEWER MANHOLE FRAME &
COVER-STANDARD MANHOLE
NO SCALE
TEES. PLUGS do HYDRANTS
PIPE CIA.
"A"
BEARING AREA
INCHES
FEET
SQUARE FEET
4
2.0
1.3
6
2.0
2.9
8
2.5
4.8
10
2.5
7.1
12
10
10.0
16
3.0
17.1
18
13
21.0
20
4.0
26.0
ELBOWS
PIPE Ou.
"A"
BEARING' AREA
INCHES
FEET
90' 45" 22 -1/2' 11 -1/4•
4
t.5 '
2.1
1.1
0.6
0.3
6
2.0
4.1
2.2
1.1
0.6
8
2.0
6.8
3.7
1.9
0.9
10
2.5
10.1
5.5
2.8
1.4
12
10
14.1
7.6
3.9
2.0
16
3.0
24.2
1310
6.7
13
18'
3.0
30.0
16.3
6.3
4.2
20
360
36.8
1A9
Rat
5.1
LtwLV�u�.t
PRECAST CONCRETE
3/4" DIAMETER E XTRUDABLE
rrsLrvRMEO GASKET MATERIAL IN EACH
KEYWAY (SEE SECTION "A -e).
ADJUSTING RING OR 30 -1 8" DIA.
FLANGE OF CASTING 27- 7/8" DIA. TYL f
BASE E TR/UDABLE FORRMED 1/4-4 S/g" -1/4
GASKET MATERIAL (TYPICAL).
SEE SPECS.
13/16"
vee
GASKET DETAIL 1/2- THICK KENT SEAL 1/4" 1" 114"
IMECAWT C�1NaEli 1!1:1/2" DIA.
A0j"Im ma cot
ft"m or CAWI NC 30 -1 /2 "/J DIA.
SECTION "A -A"
RISER RING THICKNESS 40-120
- ADJUSTING RING DETA-IL O.D. 34" OR 36"
SOLID LID AND FRAME
NEENAH R- 6430 -BL OR EQUAL
CLEANWT PLUG
GROUT iN PLAN
-
"A" ; I 10 DIN►. VITRIFIED TILE
18" LONG
GRANULAR BACKFILL
N1 RISER PIPE SAME AS SEWER
TEST. PLUGS & HYDRANTS
1. THRUST BLOCK SMALL BE k -2300 PSI • 28 DAYS (SEE SPECIFICATIONS SECTION 03300) e
2. ALL THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED EARTH. PLUG
I BOLTS. FITTINGS A JOINTS SHALL BE KEPT CLEAR OF CONCRETE.
4. A BEARING CAPACITY OF 20001 PER FOOT WAS USED N DETERMINING
THE LWMAL I "BEARING AREAS" N THE ABOVE TABLES.
3. THE CROSS SECTION! OF THE THRUST BLOCKS SHALL BE SQUARE.
CONCRETE THRUST BLOCK DETAIL^ "RH" NODDING HOLE DETAIL
SCALE
NO SCALE
FRAME AND COVER TO BE
LIKE NEENAH R -1642 W - SE"
COVER STAMPED "SANITARY SEWER.
FINISH GRADE TO SLOPE PRECAST CONCRETE ADJUSTER RINGS
AWAY FROM MANHOLE 4" INN - 12" MAX
SEE ADAM" wx OETNL
3" MAX-S,. 2• -p"
16" MAX.
MANHOLE STEP
log ,
5" MAX
CONE SECTION
NOTE: MANHOLE CONFORMS TO
-- ASTM C -478 JOINT
CONFORMS TO ASTM C -443
O-RING CASKET BETWEEN
ALL RISER AND CONE SECTIONS _
PLUS 1/2" EXTRUDABLE GASKET
(KENT SEAL OR EQUAL)
MINIMUM 1/2" PER FOOT SLOPE BUTYL RIBBER BASE EXTERIOR BACKPLASTER
MATERIAL %4 "+ -1/16" M THICKNESS
24" MAX. 6" ABOVE 6" BELOW EACH MANHOLE JOINT.
6" + 6"
04 • 12 O.C. -S.W. 3" IKNI
3" MN � 6" OR 8" PER SECTION 5.04E
Ir MIN COIAPACTEO BOTTOM SLAB; CAST IN PLACE CONCRETE OR
18 BASE STONE PRE -CAST REINFORCED CONCRETE SLAB ON 6"
SAND CUSHION
ECCENTRIC MANHOLE DE TAIL
(INDIANAPOLIS ONLY) NO SCALE
n
1
STANDARD MANHOLE BENCHES
N!Q SCALE ,
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TRUNK LINE
A MINIMUM 4" OU1. PIPE CLEANOUT
SHILL BE INSTALLED WITHIN THREE LATERAL INNIIAI
(3) FEET OF OUTSIDE BUILDING WALL. SZE 6"
A PLUG SPECIFIED BY THE PIPE MAN -
UFACTURER $HALL BE USED TO EN-
SURE ICON WATERTIGHTNESS. •
i
'
/8 SEND BUILDING LATERAL
I MINIMUM SIZE - 4"
1/8 KENO
ti SERVICE WVE
I COMPACTION OF GRAN" BACKFA.L IS
CRITICAL UNDER WK AIM BEND. IF
PROPER COMPACTION CANNOT BE
ACHIEVED. PLACE A M. OF 6" OF CLASS
B CONCRETE AROUND 1/8 KENO.
I
r-"-3' FROM &A MC C (TYPICAL)
PLAN VIEW
1" C.I. LOCATOR ROOD
OR MAGNETIC TAPE
YIN. FALL INSTALLED PER SECT.
1/4" PER FOOT 7.01 -C
BELL MOLES SHALL BE
PROVIDED UNDER PIPE 30'
RIGHT -OF -NAY LINE
ELEVATION
SERVICE CONNECTION FOR SHALLOW
SEWERS (LESS THAN 15' DEEP
NO SCALE
t
FIRE HYDRANT
O
-I � ITll
AS SPECIFIED
r,
POURED CONCRETE
THRUST BLOCK
vo�v
NEENAH R-7514 CAST IRON
HANNDHOLE FRAME AND LID
_;e,.oe- E1NNNISM GRADE
T T
ADruS ABLE CAS IRON
VALVE BOOT SLEEVE
SINAI -OFF VALVE. SEE PLANS AND
SPECIFICATIONS FOR SIZE AND TYPE
OF VALVE.
-w-G" FIRE LINE
040%f 0490
SUPPORT BLOCK
FIRE HYDRANT DETAIL
No SCALE
BACKFRL WITH CLEAN
CRANIULAR MATERIAL
PRE REOUIREMENT O'
INDIANA DEPARTMENT
OF HIGHWAYS
II li
. I INN WIDTH- 1.25 (0.0.) + 12" I
/B cIED STONE OR
, 08 FRACTURED FACE AGGREGATE
AS CRUSHED STONE OR HIND TAMPED OR WALKED IN
FACE TAMPED WALKED IN TE TO 1/2 MD.
To 1/2 ao• * 1/2 a0.
I I
6" MIN. BELOW BARBELL I 6" MIN. (BELOW BELL)
i
NLJS CRU91E0 STONE OR
BEFRACTURED FACE AGGREGATE
LL BOLE EXCAVATED
GRAN uLAR BACKFILL SHALL BE RED -RED 0 r ALL PINED
AREAS AM WITHIN 3 FEET OF THE EDGE QF PAVEMENT
PIK so
B" -1 S" ,
ter a OVER
WE BARREL
Me - I'
mx. r
NOTE: THERE SHALL BE A WIIMU 1 OF 10 FEET OF HORIZONTAL SEPERATION
AND 16 INCHES VERTICAL SEPERATION BETWEEN SANITARY SEVER AND
OTHER uwwx OTHERMW THE PIPES 9"A BE WKmKwoRKS epm
TH& cRowpo.
PIPE BEDDING DETAIL
(INDIANAPOLIS ONLY) NO SCALE
4
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ARCHITECTS
Moowra�n►�o
AACWMTs
PLAIMIti
IITEIIIOR DEl�
• 00'�t NM
f�N �l1f0�L AOa4
.181011raus, u111 � ism
txn 910-ml
SCO °E DRAWINGS
These drawings 'n dk t. the genera! s P. of
the pra 1 . terme of crch�tecturo� ces:gn
mcep t, the d:menslom of the bvilmng,
gpr orch@ecto a ante. cd the t 'o
Truclural,mechanlcai and - trtooi systems. `
he dra.dhgs do not nec's y Indicate or
describe ali won rewired for hall performence
Md completion o` the regoiremenls of the
Controct. Cn the basis of the general scope
ndil.ted or descRbed. the -e t, ccors
ehak furnleh ,; Items rewired for the roper
e.ecuti n and compler- o1 toe work. o
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'GISTFR'e --.
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19359 =cL
STATE OF
Ca I 2��O�FS •,�.kD I Ate P; f� \ =���� ,
By
SHEET NO
L111
OF SHEETS
FILE NO
92217 -A