HomeMy WebLinkAboutS-3713037'
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
RE
SEWER
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586mm)
nre A!'. rccr TIrTeN 1
COVER BOTTOM VIEW
CONCRETE RISER BY PPE INC.' COVER &FRAME
OR APPROVED EQUAL.
PLAN VIEW
12 (TYP) LADDER - POLYPROPYLENE
SHALL BE ATTACHED M MANHOLE 25' DIA.
1635mml 1' (3) HLT IOC. (ALLEN HEAD)
E25mn] CCC 5/e' -11 % 1.5 SS
MAX. PIPE SIZE - 'E' \ RUBBER WASHER
[t9mm7 \
1i CONCRETE SHELF I I 8 3/4' 2 1/2'
f�^� E222nm] 164mm7
L PRECAST BASE SECTION P
OR CAST IN SHELF. COVER SECTION VIEW
, f '11L
NOT TO SCALE EON BOLTING DETAIL
'A' 'B' I 'C' 1
24" 27" V •E, 26 1/2' DIA
48" MH 48" 6" MIN. 5 °MIN MIN. LD. [6J3mml
54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D.
25 2 /4' DIA 1/4'
60" MH 60" 8" MIN. 6" MIN. 42 "MIN. 30" LD. C641nm] 1 1/16' f6mm1 1 1/16'
NOTES- ]/9' (6nn) DIA 127mm7 r I27nn]
NEOPRENE GASKET .1
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS 1 /8'
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 6' E3nn]
3. CASTING SHALL BE PER STD. PLAN 401. I [152mm7
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. .L i l/e'
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASING SHALL BE GROUTED. ER'AN,
5 /e' 23 3/6' DIA CL OPEN
6. ADJUSTMENT RI THE CASTING TO GRADE SHALL BE ACCOMPLISHED L B WITH A COMBINATION CREATE C16mm] - [594mn] GASKET GROOVE DETAIL
ADJUSTMENT
OR1/ RINGS BRICKS AND MORTAR BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR ,/2 BOND. THE Isc OF SHIMS IS INTERPROHIBITED. 27 5/16' DIA
7. SANITARY SERER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING. L694mm)
COATED (SEALED) WITH A HIGH SATINS URETHANE COATING; WASSER MC- AROSHIELD OR
COL
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 34 1/8' DIP
8. RUBBER GASKETS JOINTS SHALL BE IN CONFORMANCE WITH E DIA C -443. C867mn1 NOTES:
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE,
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING WIN ADAPTOR, KOR -N -SEAL BOOTS OR FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
APPROVED EQUAL JORDAN IRON WORKS INC. No. 3717CI OR EQUAL.
11. A UNIMPROVED AREAS, MANHOLES SHALL MINIMUM A MINIMUM OF 6" AND A RINGS OF 12- 2. USE FRAME AND COVER FOR STORM (SPECIFY
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING "DRAIN" COVER), SANITARY (SPECIFY
"SEWER "). . OR WATER (SPECIFY "WATER ").
d• PUBLIC WORKS M. PLAN - 400.1
DEPARTMENT STANDARD SANITARY MANHOLE :�'� O� SID. PLAN - 401
A SEPTEMBER 2011 . UBTIC WORKS MANHOLE FRAME AND COVER
DEPARTMENT A DECEMBER 2008
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LNES ARE AS FOLLOWS
A. VITRIFIED CLAY MAIN - CUT W A NEW SECTION OF SEWER MAIN MM
A NEW TEE USING FLEXIBLE COUPLINGS
(TURNING OR APPROVED EQUAL).
S. CONCRETE MAIN - WT IN A NEW SECTION OF SEWER MAIN W17H
A NEW TEE USING FLEXBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
G PVC MAN - CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR WT IN A NEW ME USING RICO COUPLINGS,
D. WCDLE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE - DRILLED.
1:3:5 MIX
CONCRETE
BLOCKING
6" SIDE OUTLET TEE
SEWER
6" MIN. MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
_ CO` 27 MIN SLOPE
HORIZONTAL
R MAIN
TYPICAL SIDE SEWER FI FVATION
PUBLIC WORKS. STANDARD SIDE SEWER STD. PLAN -408.1
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) JANUARY 2013
Z IF IRE BUILDING SEWER SERVES ANY FIXTURE HAVING
PROPMTY LINE
2
100
BY MEANS OF A WYE AND 45'BiND. TWO
3
S -O`
W ASIDE SHALL NOT BE ACCIDTABLE
0" BEND AS REQUIRED (NO MORE
'1
3' -0'
MAN 45' BEND. EVERY 2ND
rI
FUTURE
6" BUILgNC SEWER PIPE
BUILDING SEWER
WILL REQUIRE A SURFACE
476
5. Install We vaver MW 2 minimum wvn. 16° cover le dewed
CIEANQUT WW.
680
4" ilEXIBLF COUPLING (fEflNW OR EQUAL)
-TEE WITII 6" SOE OUTLET
220
2". 4" STUD MARKING POST PAINTED
'WHITE WITH THE WORD 'SEWER' STENCILED
3, A GUomum grade of 2% (1/4" per fast) must be maintained
a In the 2.[ be maintained, tin
456
SURFACE CLEANOUT MTH
IN 3.. HIGH SUCK WRE
Wltb pip0. ..t a grade Camas
a must *Kid a City of Rentan grade release form and Um
696
CAST IRON RING & COVER
AWN ME SNOAND
an Install 6- pipe at a grade Of M
g
(EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE SWO.
HOUSE gI
HOUSE
2975 OR APPROVED EQUAL.
A FOr InepecGm of eMO dower, ball 24 hours In coven.. The
G.
SPECIFY "SEWER" ON LID.
Inso ation phone numbs is oa Me sale sew Pttmlt St.
736
SEE SID. PLAN 4 Sl FOR
6" SIDE SEWER AND Sol[ DING SEWER
SEWER
I:
4" SEWER PIPE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LNES ARE AS FOLLOWS
A. VITRIFIED CLAY MAIN - CUT W A NEW SECTION OF SEWER MAIN MM
A NEW TEE USING FLEXIBLE COUPLINGS
(TURNING OR APPROVED EQUAL).
S. CONCRETE MAIN - WT IN A NEW SECTION OF SEWER MAIN W17H
A NEW TEE USING FLEXBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
G PVC MAN - CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR WT IN A NEW ME USING RICO COUPLINGS,
D. WCDLE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE - DRILLED.
1:3:5 MIX
CONCRETE
BLOCKING
6" SIDE OUTLET TEE
SEWER
6" MIN. MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
_ CO` 27 MIN SLOPE
HORIZONTAL
R MAIN
TYPICAL SIDE SEWER FI FVATION
PUBLIC WORKS. STANDARD SIDE SEWER STD. PLAN -408.1
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) JANUARY 2013
`y,� Xt _ py�9 gNi n a aw, r gP '+� r wpk within aveet N9M- of -woy etas be date by a Ilemed and
M' a any oa 1; banded contmehe.
Fl m v� Ln M Fo �1 a $ DIG 7. AD Ae Mau be acmnplbhM m soxedmm MW Me Washington
m¢ ins NTq s i 9; Fn oa o § $$�T m IndmArlal Safety and Health MA. (MINA)
CJJ o y g 9 S. NI trench rateralon Ter eWe mean N the Pubil. rNM- of -eay
:¢ g� �v � 9� ,E�c ehdl conform to We moat arment tmt b retarauan
m on o o Bon n r,imnnanta a In the Renlan Stanched M h,.
w o 9. All building amrer and aloe eaeaa Mdl time bedding N
oL abbordime elW standard &dwH9 ADS.
t0. Throe sh. be a mNlmum to feel hxhmla aspen u. belwem
emiteN We .seers anal water sore. and a rMnlo. 5 tout
m
hwtuntd apmaHOn halved, samNey aide seem and a doter
op Ntllnle..
CALL FOR LOCATIONS BEFORE YOU DIG
48HR LOCATORS 1- 800 - 424 -5555
TYPICAL BUILDING SEWER STD. PLAN - 408.E
�
°• PUBLIC WORKS FROM PROPERTY LINE TO
DEPARTMENT SEPTEMBER 2012
P �
N.pO BUILDING CONNECTION
W (SEE NOTE 7) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR �� NX/]
SANITARY SEWER PO.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL % % %! %� /, %! -4
BEDDING FOR SANITARY SEWER PIPE
NOTES'
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION. 7 -08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS"
AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS OR PEA GRAVEL
5. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
UNE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2 -09.4 OF THE
STANDARD SPECIFICATIONS.
PUBLIC WORKS I PIPE BEDDING PLAN - 405
DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012
Z IF IRE BUILDING SEWER SERVES ANY FIXTURE HAVING
ALL 90' TURNS SHALL BE ACCOMPLISHED
50
100
BY MEANS OF A WYE AND 45'BiND. TWO
Oepmlmenl.
S -O`
W ASIDE SHALL NOT BE ACCIDTABLE
0" BEND AS REQUIRED (NO MORE
'1
PUBLIC SEWER SYSTN. A BACHFl.OW PREVENTON
MAN 45' BEND. EVERY 2ND
4" CIEANWT WYE RUN
DEVICE 5 PS CLEAN CHECK IX1FI0081£
B BACKWATER VALk£ OR MPROVEO EQUAL SHALL BE
CHANGE IN qR CIION OR GRADE
45' BEIJD AND PLUG
INSTALLED
WILL REQUIRE A SURFACE
476
5. Install We vaver MW 2 minimum wvn. 16° cover le dewed
CIEANQUT WW.
680
4" ilEXIBLF COUPLING (fEflNW OR EQUAL)
\
220
6. If sloe aewer stub Is not aw9eble. the owner "I be
3, A GUomum grade of 2% (1/4" per fast) must be maintained
a In the 2.[ be maintained, tin
456
SUfliACE LtEANWT
Wltb pip0. ..t a grade Camas
a must *Kid a City of Rentan grade release form and Um
696
4 „a 4 „a4_ ,WYE
an Install 6- pipe at a grade Of M
�I
�) HgISE III
HOUSE gI
HOUSE
HOUSE
A FOr InepecGm of eMO dower, ball 24 hours In coven.. The
676
BUILDING DRAW FOR
Inso ation phone numbs is oa Me sale sew Pttmlt St.
736
1
I
I:
4" SEWER PIPE
SNAFACE CLEANOU
CE a
(TYPICAL)
4" SEMEN PIPE. SEE NOTES 2
8'"H 6'x8' WYE
WYE
TM AND 3. MIMIUM UK S&DE
(SEE STD PUN - 40J)
J48
�PL119 FACE UP OTTER THAN SNCIE FAMILY IS B`
PR _a- UNE
D
ri
1T%rgL)
PROPERTY LINE
�(TYPICAL)EDUFER
3' IN
BOB
Eel
J88
J80
772
•C
R MNN BEAM UNE
760
200
`y,� Xt _ py�9 gNi n a aw, r gP '+� r wpk within aveet N9M- of -woy etas be date by a Ilemed and
M' a any oa 1; banded contmehe.
Fl m v� Ln M Fo �1 a $ DIG 7. AD Ae Mau be acmnplbhM m soxedmm MW Me Washington
m¢ ins NTq s i 9; Fn oa o § $$�T m IndmArlal Safety and Health MA. (MINA)
CJJ o y g 9 S. NI trench rateralon Ter eWe mean N the Pubil. rNM- of -eay
:¢ g� �v � 9� ,E�c ehdl conform to We moat arment tmt b retarauan
m on o o Bon n r,imnnanta a In the Renlan Stanched M h,.
w o 9. All building amrer and aloe eaeaa Mdl time bedding N
oL abbordime elW standard &dwH9 ADS.
t0. Throe sh. be a mNlmum to feel hxhmla aspen u. belwem
emiteN We .seers anal water sore. and a rMnlo. 5 tout
m
hwtuntd apmaHOn halved, samNey aide seem and a doter
op Ntllnle..
CALL FOR LOCATIONS BEFORE YOU DIG
48HR LOCATORS 1- 800 - 424 -5555
TYPICAL BUILDING SEWER STD. PLAN - 408.E
�
°• PUBLIC WORKS FROM PROPERTY LINE TO
DEPARTMENT SEPTEMBER 2012
P �
N.pO BUILDING CONNECTION
W (SEE NOTE 7) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR �� NX/]
SANITARY SEWER PO.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL % % %! %� /, %! -4
BEDDING FOR SANITARY SEWER PIPE
NOTES'
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION. 7 -08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS"
AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS OR PEA GRAVEL
5. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
UNE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2 -09.4 OF THE
STANDARD SPECIFICATIONS.
PUBLIC WORKS I PIPE BEDDING PLAN - 405
DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012
Z IF IRE BUILDING SEWER SERVES ANY FIXTURE HAVING
NOTES:
I. Prior to Netdktlm of a sanitary sswx conneclbn, o side -serer
permit must be purchased mom Me GUY of Ratified Pulsk WoM1e
50
100
3 ROM LEVEL DUMB LOCATED BELOW THE ELEVATOR
Oepmlmenl.
S -O`
OF THE NEXT UPSTREAM MANHOLE COVER W TEE
1CPERTY UPS V -O"
'1
PUBLIC SEWER SYSTN. A BACHFl.OW PREVENTON
2 Tpea of Rita and 9ttin, Out can be Use] for Sather, aawm
0
DEVICE 5 PS CLEAN CHECK IX1FI0081£
B BACKWATER VALk£ OR MPROVEO EQUAL SHALL BE
MMI be oppmved by Me Dmmtmmt of PUNk WwW. Rubber a
T -6" Z
INSTALLED
neaprme Realists a apedBed by the md,ulaaWrer. Ads be
476
5. Install We vaver MW 2 minimum wvn. 16° cover le dewed
Used do jeNtu
680
4" ilEXIBLF COUPLING (fEflNW OR EQUAL)
\
220
6. If sloe aewer stub Is not aw9eble. the owner "I be
3, A GUomum grade of 2% (1/4" per fast) must be maintained
a In the 2.[ be maintained, tin
456
SUfliACE LtEANWT
Wltb pip0. ..t a grade Camas
a must *Kid a City of Rentan grade release form and Um
696
4 „a 4 „a4_ ,WYE
an Install 6- pipe at a grade Of M
708
4" PIPING
380
440
PLAN
A FOr InepecGm of eMO dower, ball 24 hours In coven.. The
676
BUILDING DRAW FOR
Inso ation phone numbs is oa Me sale sew Pttmlt St.
736
LOW EIEVAngf HOUSE
must be ready for InNwatloa and re movantelve on site wmm
`y,� Xt _ py�9 gNi n a aw, r gP '+� r wpk within aveet N9M- of -woy etas be date by a Ilemed and
M' a any oa 1; banded contmehe.
Fl m v� Ln M Fo �1 a $ DIG 7. AD Ae Mau be acmnplbhM m soxedmm MW Me Washington
m¢ ins NTq s i 9; Fn oa o § $$�T m IndmArlal Safety and Health MA. (MINA)
CJJ o y g 9 S. NI trench rateralon Ter eWe mean N the Pubil. rNM- of -eay
:¢ g� �v � 9� ,E�c ehdl conform to We moat arment tmt b retarauan
m on o o Bon n r,imnnanta a In the Renlan Stanched M h,.
w o 9. All building amrer and aloe eaeaa Mdl time bedding N
oL abbordime elW standard &dwH9 ADS.
t0. Throe sh. be a mNlmum to feel hxhmla aspen u. belwem
emiteN We .seers anal water sore. and a rMnlo. 5 tout
m
hwtuntd apmaHOn halved, samNey aide seem and a doter
op Ntllnle..
CALL FOR LOCATIONS BEFORE YOU DIG
48HR LOCATORS 1- 800 - 424 -5555
TYPICAL BUILDING SEWER STD. PLAN - 408.E
�
°• PUBLIC WORKS FROM PROPERTY LINE TO
DEPARTMENT SEPTEMBER 2012
P �
N.pO BUILDING CONNECTION
W (SEE NOTE 7) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR �� NX/]
SANITARY SEWER PO.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL % % %! %� /, %! -4
BEDDING FOR SANITARY SEWER PIPE
NOTES'
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION. 7 -08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS"
AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS OR PEA GRAVEL
5. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
UNE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2 -09.4 OF THE
STANDARD SPECIFICATIONS.
PUBLIC WORKS I PIPE BEDDING PLAN - 405
DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012
PIPE
inepwtor anlws at a,dAUtW time. Side sneer and vtub emdl
50
100
be Sealed Dar City spaScationa Maw the caaetkn at We
200
S -O`
house. Do not badlNl the doh Until apPrmW Is gl m by the
1CPERTY UPS V -O"
BUILDING DRNN
im,oclor. FNOI apprewl nY be ¢anted aflor We oadtb, eoPUa
MUM THE HOUSE
0
lank has been Pumped out and Sled with sand.
SWUHNG SEWER
T -6" Z
316
396
476
5. Install We vaver MW 2 minimum wvn. 16° cover le dewed
632
680
at We house if Pullet is shallow.
\
220
6. If sloe aewer stub Is not aw9eble. the owner "I be
390
456
roepmoMe for Its xettlm4bn pa, eUn lardl mawmg 408.1. MI
`y,� Xt _ py�9 gNi n a aw, r gP '+� r wpk within aveet N9M- of -woy etas be date by a Ilemed and
M' a any oa 1; banded contmehe.
Fl m v� Ln M Fo �1 a $ DIG 7. AD Ae Mau be acmnplbhM m soxedmm MW Me Washington
m¢ ins NTq s i 9; Fn oa o § $$�T m IndmArlal Safety and Health MA. (MINA)
CJJ o y g 9 S. NI trench rateralon Ter eWe mean N the Pubil. rNM- of -eay
:¢ g� �v � 9� ,E�c ehdl conform to We moat arment tmt b retarauan
m on o o Bon n r,imnnanta a In the Renlan Stanched M h,.
w o 9. All building amrer and aloe eaeaa Mdl time bedding N
oL abbordime elW standard &dwH9 ADS.
t0. Throe sh. be a mNlmum to feel hxhmla aspen u. belwem
emiteN We .seers anal water sore. and a rMnlo. 5 tout
m
hwtuntd apmaHOn halved, samNey aide seem and a doter
op Ntllnle..
CALL FOR LOCATIONS BEFORE YOU DIG
48HR LOCATORS 1- 800 - 424 -5555
TYPICAL BUILDING SEWER STD. PLAN - 408.E
�
°• PUBLIC WORKS FROM PROPERTY LINE TO
DEPARTMENT SEPTEMBER 2012
P �
N.pO BUILDING CONNECTION
W (SEE NOTE 7) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR �� NX/]
SANITARY SEWER PO.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL % % %! %� /, %! -4
BEDDING FOR SANITARY SEWER PIPE
NOTES'
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION. 7 -08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS"
AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS OR PEA GRAVEL
5. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
UNE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2 -09.4 OF THE
STANDARD SPECIFICATIONS.
PUBLIC WORKS I PIPE BEDDING PLAN - 405
DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012
6 IN. DIAMETER
PIPE
0
50
100
150
200
250
300
350
400
450
LENGTH
0
80
160
236
316
396
476
556
632
680
680
0
220
300
390
456
536
616
696
712
708
708
a
380
440
520
600
676
748
J44
736
732
J26
n
100
500
580
660
740
]80
772
764
J56
J48
J44
re
50
IM 150
644
J20
800
BOB
796
J88
J80
772
764
760
200
784
856
836
820
BOB
800
J92
]84
7J6
772
0 250
880
860
844
832
620
808
600
J92
788
JBO
300
884
BOB
852
840
828
820
808
804
J96
788
350
888
872
856
844
836
824
816
808
804
796
m 4OU
888
BJ6
860
852
840
832
824
816
808
804
450
SECONDS
LENGTH
Lu
0
ED 50
100
150
200
- 250
300
i
350
0
000
450
LENGTH F
w
0
n 5p
rc 00
150
a 200
a 250
i 300
350
a
400
450
LENGTH( F
g
0
P. 50
oD
w 150
200
M
PROCEDURE:
SLOWLY PRESSURIZE
THE PIPE
TO 4.0
P.SJ.C.
ALL SEWER PIPE SHALL WEST A MINIMUM AIR
ALLOW 2 MINUTES FOR
STAMUZATION,
ADDING
PRESSURE TEST OF
4.0 P.S.I.G. FDA 5 MINUTES
AIR AS REWIRED
TO STABILIZE TILE PRESSURE
M1H NO LOSS OF PRESSURE. IF
THERE
IS A LOSE
AT 4.0 PS.LG.
OF PRESSURE. THEN
THE TIME
OF ENE DROP FROM
3.5 R&I.G. TO 2.5 P.S.LC.
SHALL
NOT BE LESS
THAN THE TIRE SHOWN ON
TEE ABOVE TABLES
PUBLIC WORKS
AIR TEST TABLE
( LOW PRESSURE)
STD• PLAN - 410
DEPARTMENT
PO•
FOR
SANITARY SEWERS
MARCH 2008
N'P
6 IN. DIAMETER
PIPE
0
50
100
150
200
250
300
350
400
450
500
0
80
160
236
316
396
476
556
632
680
680
140
220
300
390
456
536
616
696
712
708
708
280
380
440
520
600
676
748
J44
736
732
J26
424
500
580
660
740
]80
772
764
J56
J48
J44
564
644
J20
800
BOB
796
J88
J80
772
764
760
JO4
784
856
836
820
BOB
800
J92
]84
7J6
772
844
880
860
844
832
620
808
600
J92
788
JBO
908
884
BOB
852
840
828
820
808
804
J96
788
908
888
872
856
844
836
824
816
808
804
796
BOB
888
BJ6
860
852
840
832
824
816
808
804
TIME
SECONDS
6 IN. DIAMETER P
PIPE
0 5
50 1
100 1
150 2
200 2
250 3
300 3
350 4
400 4
450 5
500
0 8
80 1
160 2
238 3
318 3
386 4
476 5
556 6
632 6
6H0 6
680
220 3
300 3
380 4
456 5
536 6
616 6
696 J
J68 7
760 7
752 7
744
440 5
520 6
600 6
6]6 7
756 8
836 8
840 8
828 8
812 8
804 7
792
660 7
740 8
820 8
896 9
932 9
908 8
888 8
868 6
656 8
840 8
832 O
6 IN DIAMETER PIPE
0 50 100 150 200 250 300 350 400 450 500
0 BO 160 236 316 396 476 556 632 680 680
316 396 476 556 632 ]12 632 816 804 804 ]92
632 712 792 872 952 984 952 K928 908 888 876
952 8 111132 1086 1052 1020 972 952 936
1268 1284 1224 1176 1132 1100 1068 1020 1000 984
1360 1300 1204 1164 1132 1104 1056 1036 1020
1360 1308 1264 1224 1192 1160 1132 1088 1068 1052
1360 1318 1276 1240 1206 1180 1156 112 1096 1076
1360 1320 1284 1252 1224 1200 1178 1132 1116 1100 1360 1324 1292 1264 1236 1212 1192 1152 1132 1116
TIME SECONDS
6 IN. DIAMETER PIPE
0 50 100 150 200 250 300 350 400 450 500
0 80 180 238 316 396 478 5%] 632 680 680
498 576 652 732 812 892 972 C9482 900 884
88 8 111228 1248 1192 1144 1044 1020
4 1408 1344 1292 124 1144 1116
1]00 1608 1532 11408 1360 1 }18 1216 1192
17th 1624 1560 1504 1452 1408 1364 1272 1248
1 ]00 1636 1580 12 1484 1444 4 1316 1292
1700 1644 16 1552 1512 1472 10 0 1352 1328
1700 1652 1608 1568 1532 1496 18 1384 1360
1700 156 1618 1580 1548 1516 14 2 1408 1388
THE SECONDB
RECOMMENDED FOR APPROVAL
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6 IN. DIAMETER PIPE
0 50 100 150 200 250 300 350 400 450 500
0 80 180 238 316 396 478 5%] 632 680 680
498 576 652 732 812 892 972 C9482 900 884
88 8 111228 1248 1192 1144 1044 1020
4 1408 1344 1292 124 1144 1116
1]00 1608 1532 11408 1360 1 }18 1216 1192
17th 1624 1560 1504 1452 1408 1364 1272 1248
1 ]00 1636 1580 12 1484 1444 4 1316 1292
1700 1644 16 1552 1512 1472 10 0 1352 1328
1700 1652 1608 1568 1532 1496 18 1384 1360
1700 156 1618 1580 1548 1516 14 2 1408 1388
THE SECONDB
RECOMMENDED FOR APPROVAL
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DATE
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DATE
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