HomeMy WebLinkAboutR-383518z U
W Q
0
ry
n ( n
V /
Z
ry
W
3
w
M
a
z
w
I
LL.
If
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
0D,MT,ND,0R,WA)
iR
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
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - 'E'
CONCRETE SHELF
1%
j
PRECAST BASE SECTION
OR CAST IN SHELF.
8,
NOT TO SCALE
'A' B' C' D' E'
48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D.
54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D.
60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED,
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING: WASSER MC-AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
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 GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
11, IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
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.
Y
STD. PLAN -400.1
PUBLIC WORKS STANDARD SANITARY MANHOLE
DEPARTMENT
SEPTEMBER 2011
g A. J�
O
F WAS�II�G,,� f.
ev a°%
PNW
HOLDINGS LLC
NAL R(D RIED
6" BUILDING SEWER PIPE
TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
1: 3: 5 MIX
CONCRETE
BLOCKING
SE 1/4 SECTION J. TOWNSHIP 23 N., RANGE 5 E, W.M.
MA ER TINS RANCH
PROPERTY LINE
z
S-0"
FUTURE
BUILDING SEWER
w
Z`2"x 4" STUD MARKING POST PAINTED
-' 6°X6"X6" WYE WHITE WITH THE WORD "SEWER' STENCILED
} SURFACE CLEANOUT WITH
CAST IRON RING & COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE
Li WRAPPED AROUND THE STUD AND
a. (EAST JORDAN IRON WORKS
EXTENDED TO THE TOP OF THE STUD.
2975 OR APPROVED EQUAL,
SPECIFY "SEWER" ON LID,
SEE STD. PLAN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WiTH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
D. DUCTILE 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.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE. U(
` 6" SIDE OUTLET TEE
SEWER
6" MIN. MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
PSG 0 � G
GGN 2% MIN SLOPE
/ HORIZONTAL
SEWER MAIN
TYPICAL SIDE SEWER 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.
tis�o
I � STANDARD SIDE SEWER STD. PLAN -408.1
�1; PUBLIC WORKS INSTALLATION
- J$ DEPARTMENT
�N o (SEWER MAIN TO PROPERTY LINE) JANUARY 2013
1
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7TH AVENUE, KIRKLAND, WA 98033 rN
O 425.827.3063 F 425.827.2423
REVISION
PATCHED ARFA \
A A
COVER
/J
SEAL Wrr!?H AR 4000 OR APPROVED FI-AN
i AN
EQUAL AND DRY SAND AFTER
PATCH+NG NTS
- 2'-0" -.--OUTSIDE D A. 2'_0• CEPTH OF CLASS "B"
ASPHALT TO BE 2" BELOW
BOTTOM OF THE UPPER
ADJUSTMENT RING OR A
MINiMUM OF B" WHICHEVER
IS GREATER.
i`i,i�i iJi • i- iiia. -
MORTAR JOINT(S) (3/8- M N.) SEE I AC -LIS -VENT .9 NG (1" M.N.) OR
NOTE 3 AND SPECIAL PRO\ISON BRICKS. SEE NOTE 4,
7-05.3(1)
J` ` QH A -A
NOTES
1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3 ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS,
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND FRAME SHALL BE GROUTED
FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE
USING RISER RINGS OR CONCRETE BLOCKS PER STD PLAN 4 ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
400.1. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT
RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8" OF STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND THE
CLASS 'B" ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE Of SHIMS IS PROHIBITED.
BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS
GREATER OR AS APPROVED BY THE ENGINEER.
Y SM. PLAN - 400.4
TYPICAL UTILITY'' COVER APPROVED
PUBLIC WORKS
DEPARTMENT ADJUSTMENT FOR
N 11
�f° v -__j o PAVEMENT OR OVERLAY --------•-----
ww. a DAZE
1 `P 07. 1 3.1 g MAJ SURVEYED:
sis
DESIGNED:
DRAWN:
CHECKED:
BY DATE AP P R APPROVED:
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
At�s
BOLTHOLES - 3 PLIES
EQUALLY SPACED 120'
APART ON 23 1/16' (586nn)
DIA B.C. (SEE DETAIL)
RENTON
SEWER ti
p IRA
COVER & FRAME
PLAN VIEW
25' DIA.
[635nn] 1'
_ 3/4' 125nn]
C19nn]
f-
8 3/4' L 2 1/2'
F- [222nn] C64nn]
TYP
COVER SECTION VIEW
26 1/2' DIA
C673nn]
25 1/4' DIA
C641nn] 1 1/16'
1/4' (6nn) DIA C27nr,]
NEOPRENE GASKET
6'
C152nn]
Z
5/8' 23 3/8' DIA CL OPEN
C16nn] C594nn]
27 5/16' DIA
C694nn]
34 1/8' DIA
COVER BOTTOM VIEW
<3) BLT SOC. (ALLEN HEAD)
5/8'-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4'
C6nr+] r C27nn]
1
[3Mn]
1/8'
CR3mrW]
GASKET GROOVE DETAIL
C867nni NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
'SEWER"), OR WATER (SPECIFY "WATER").
�Y-o STD. PIAN - 401
PUBLIC WORKS MANHOLE FRAME AND COVER
1�
DEPARTMENT
jO DECEMBER 2008
DRAWINGS NOT APPROVED
FOR CONSTRUCTION UNLESS
STAMPED OR SIGNED APPROVED
BY THE REVIEWING AGENCY
�" CITY OE
RENTON
Planning/Building/Public Works Dept.
toi
S-383504
R- 3835 18
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS.
3
BY. Date:"�. .
BY: Date:
BY: Date:
BY: Date:
MAERTINS RANCH I 0+20.2015
SANITARY SEWER DETAILS[PARGE:,
AW
C18
PERMITS: U15-001308, B15-000196 SHEET: 1e OF: 20
DRS PROJECT N0. 14103 IAI-INININ NIA A
D m
NOTES:
ALL 90' TURNS SHALL BE ACCOMPLISHED
BY MEANS OF A WYE AND 45' BEND. TWO
1
Z
45' BENDS SHALL NOT BE ACCEPTABLE.
� n �
4" BEND AS REQUIRED (NO MORE
IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
permit must be purchased from the City of Renton Public Works
x
<
THAN 45' BEND). EVERY 2ND
4" CLEANOUT WYE WiTH
Department.
CHANGE IN DIRECTION OR GRADE
45' BEND AND PLUG.
PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
WILL REQUIRE A SURFACE
CLEANOUT WYE.
i
w
I
w
w
m INSTALLED.
neoprene gaskets as specified by the manufacturer, shall be
Z
used on joints.
z
J•
4" FLEXIBLE COUPUNG (FERNCO OR EQUAL)
z•
J,
3. A minimum grade of 2% (1/4" per foot) must be maintained
SURFACE CLEANOUT
HOUSE
of
HOUSE
OI
HOUSE
01
HOUSE
4. For inspection of side sewer, call 24 hours in advance. The
BUILDING DRAIN FOR
inspection phone number is on the side sewer permit. Site
LOW ELEVATION HOUSE
must be ready for Inspection and representative on site when
inspector arrives at appointed time. Side sewer and stub shall
a.
V-0"
house_ Do not backfill the ditch until approval is given by the
MAIN TO PROPERTY LINE 5'-0"
PROPERTY LINE FROM THE HOUSE BUILDING DRAIN
inspector. Final approval will be granted after the existing septic
SIDE SEWER BUILDING SEWER 2'-6"
tank has been pumped out and filled with sand.
L
1 3'-0"MIN. TO -0
31-0"
MIN.
at the house if outlet is shallow.
I\\ \\l 1
m m rn ( _ 0 A °� c ' '
M m - m - z m : x = a x =X A m `
SURFACE CLEANOUT
II:
�4" SURFACE t
4" SEWER PIPE
(TYPICAL)
bonded contractor.
5"z 5"x6" WYE
a / CLEANOUT
° ri
> ; a rn nF11 m g
-X4. Z 0 > D �
mcg
4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407)
WYE
,- 4" TEST TEE WITH
AND 3. MINIMUM LINE SIZE FOR
requirements as In the Renton Standard Drawings.
..� x� m -Z 0
o rn Zo of 0 rn
(J
4" CLEANOUT
PLUG FACE UP
(TYPICAL)
OTHER THAN SINGLE FAMILY IS 6"
M z -a � m
PROPERTY LINE
M 0 m
WYE WITH PLUG
\ I
_PROPERTY UNE
m Z '
v v
0 3' MIN.
0
` 6"x 4" REDUCER
48HR LOCATORS 1-800-424-5555
F
F
(TYPICAL) z
(C`� °
'N + PUBLIC WORKS
MAIN SEWER LINE
SPD. PLAN - 408.2
,s.5
M
1 `P 07. 1 3.1 g MAJ SURVEYED:
sis
DESIGNED:
DRAWN:
CHECKED:
BY DATE AP P R APPROVED:
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
At�s
BOLTHOLES - 3 PLIES
EQUALLY SPACED 120'
APART ON 23 1/16' (586nn)
DIA B.C. (SEE DETAIL)
RENTON
SEWER ti
p IRA
COVER & FRAME
PLAN VIEW
25' DIA.
[635nn] 1'
_ 3/4' 125nn]
C19nn]
f-
8 3/4' L 2 1/2'
F- [222nn] C64nn]
TYP
COVER SECTION VIEW
26 1/2' DIA
C673nn]
25 1/4' DIA
C641nn] 1 1/16'
1/4' (6nn) DIA C27nr,]
NEOPRENE GASKET
6'
C152nn]
Z
5/8' 23 3/8' DIA CL OPEN
C16nn] C594nn]
27 5/16' DIA
C694nn]
34 1/8' DIA
COVER BOTTOM VIEW
<3) BLT SOC. (ALLEN HEAD)
5/8'-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4'
C6nr+] r C27nn]
1
[3Mn]
1/8'
CR3mrW]
GASKET GROOVE DETAIL
C867nni NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
'SEWER"), OR WATER (SPECIFY "WATER").
�Y-o STD. PIAN - 401
PUBLIC WORKS MANHOLE FRAME AND COVER
1�
DEPARTMENT
jO DECEMBER 2008
DRAWINGS NOT APPROVED
FOR CONSTRUCTION UNLESS
STAMPED OR SIGNED APPROVED
BY THE REVIEWING AGENCY
�" CITY OE
RENTON
Planning/Building/Public Works Dept.
toi
S-383504
R- 3835 18
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS.
3
BY. Date:"�. .
BY: Date:
BY: Date:
BY: Date:
MAERTINS RANCH I 0+20.2015
SANITARY SEWER DETAILS[PARGE:,
AW
C18
PERMITS: U15-001308, B15-000196 SHEET: 1e OF: 20
DRS PROJECT N0. 14103 IAI-INININ NIA A
D m
NOTES:
1
Z
1. Prior to installation of a sanitary sewer connection, a side -sewer
� n �
z
IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
permit must be purchased from the City of Renton Public Works
x
<
zFLOOD
o
LEVEL RIMS LOCATED BELOW THE ELEVATION
OF THE NEXT UPSTREAM MANHOLE COVER OF THE
Department.
0
v
z
PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
2, Types of pipe and fittings that can be used for sanitary sewers
PP 9 y
DEVICE SUCH AS CLEAN CHECK EXTENDABLE
BACKWATER VALVE OR APPROVED EQUAL SHALL BE
sholl be approved by the Department of Public Works. Rubber or
m INSTALLED.
neoprene gaskets as specified by the manufacturer, shall be
used on joints.
4" FLEXIBLE COUPUNG (FERNCO OR EQUAL)
z
3. A minimum grade of 2% (1/4" per foot) must be maintained
SURFACE CLEANOUT
with 4" pipe. In the event a 2% grade cannot be maintained, the
m
4"x 4"x4' WYE
owner must sign a City of Renton grade release form and then
4" PIPING
can install 6" pipe at a grade of 1%
PLAN
4. For inspection of side sewer, call 24 hours in advance. The
BUILDING DRAIN FOR
inspection phone number is on the side sewer permit. Site
LOW ELEVATION HOUSE
must be ready for Inspection and representative on site when
inspector arrives at appointed time. Side sewer and stub shall
be tested per City specifications. Make the connection at the
V-0"
house_ Do not backfill the ditch until approval is given by the
MAIN TO PROPERTY LINE 5'-0"
PROPERTY LINE FROM THE HOUSE BUILDING DRAIN
inspector. Final approval will be granted after the existing septic
SIDE SEWER BUILDING SEWER 2'-6"
tank has been pumped out and filled with sand.
L
1 3'-0"MIN. TO -0
5. Install side sewer with 2' minimum cover. 18" cover Is allowed
at the house if outlet is shallow.
I\\ \\l 1
m m rn ( _ 0 A °� c ' '
M m - m - z m : x = a x =X A m `
6. If side sewer stub is not available. The owner shall be
responsible for Its installation per standard drawing 406.1. All
work within street right-of-way shall be done by a licensed and
o m 0 9 D n y Z p g' v m �i n 0 m p
z Nc� mFvr�t o Cx' I am Ox
bonded contractor.
0 a rmn m m p r.. C m m T. Z z 0 m
v -n F
7. All work shall be accomplished In accordance with the Washington
° ri
> ; a rn nF11 m g
-X4. Z 0 > D �
mcg
Industrial Safety and Health Act. (WISHA)
zmr �> mvX n m D >
0 so
I to p > y > v
m >z c� _
M
8. All trench restoration for side sewers in the public right-of-way
shall conform to the most current trench restoration
o - 52 MZ Irn v m c� > m 0
requirements as In the Renton Standard Drawings.
..� x� m -Z 0
o rn Zo of 0 rn
9. All building sewer and side sewers shall have bedding In
�^ c I > =
> a m o
accordance with standard drawing 405.
M z -a � m
10. There shall be a minimum 10 foot horizontal separation between
M 0 m
sanitary side sewers and water services and a minimum 5 foot
Dhorizontal
separation between sanitary side sewers and all other
m Z '
v v
utilities.
CALL FOR LOCATIONS BEFORE YOU DIG
48HR LOCATORS 1-800-424-5555
Y
(C`� °
'N + PUBLIC WORKS
TYPICAL BUILDING SEWER
FROM PROPERTY LINE TO
SPD. PLAN - 408.2
:81 DEPARTMENT
P 81u 0
BUILDING CONNECTION
SEPTEMBER 2012
1 `P 07. 1 3.1 g MAJ SURVEYED:
sis
DESIGNED:
DRAWN:
CHECKED:
BY DATE AP P R APPROVED:
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
At�s
BOLTHOLES - 3 PLIES
EQUALLY SPACED 120'
APART ON 23 1/16' (586nn)
DIA B.C. (SEE DETAIL)
RENTON
SEWER ti
p IRA
COVER & FRAME
PLAN VIEW
25' DIA.
[635nn] 1'
_ 3/4' 125nn]
C19nn]
f-
8 3/4' L 2 1/2'
F- [222nn] C64nn]
TYP
COVER SECTION VIEW
26 1/2' DIA
C673nn]
25 1/4' DIA
C641nn] 1 1/16'
1/4' (6nn) DIA C27nr,]
NEOPRENE GASKET
6'
C152nn]
Z
5/8' 23 3/8' DIA CL OPEN
C16nn] C594nn]
27 5/16' DIA
C694nn]
34 1/8' DIA
COVER BOTTOM VIEW
<3) BLT SOC. (ALLEN HEAD)
5/8'-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4'
C6nr+] r C27nn]
1
[3Mn]
1/8'
CR3mrW]
GASKET GROOVE DETAIL
C867nni NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
'SEWER"), OR WATER (SPECIFY "WATER").
�Y-o STD. PIAN - 401
PUBLIC WORKS MANHOLE FRAME AND COVER
1�
DEPARTMENT
jO DECEMBER 2008
DRAWINGS NOT APPROVED
FOR CONSTRUCTION UNLESS
STAMPED OR SIGNED APPROVED
BY THE REVIEWING AGENCY
�" CITY OE
RENTON
Planning/Building/Public Works Dept.
toi
S-383504
R- 3835 18
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS.
3
BY. Date:"�. .
BY: Date:
BY: Date:
BY: Date:
MAERTINS RANCH I 0+20.2015
SANITARY SEWER DETAILS[PARGE:,
AW
C18
PERMITS: U15-001308, B15-000196 SHEET: 1e OF: 20
DRS PROJECT N0. 14103 IAI-INININ NIA A
D m
L�
1
Z
I7 �
� n �
CS
31
46
CD
u
M
CD Z
m
M
M
a
M 00 C!]
D
C
DI
1
0o (T)
0'
� n �
O
4.
46
CD
CD Z
W
M 00 C!]
W
C
DI
1
C!1
0'
TI
CD 0
46
00 >0
CD Z
M 00 C!]
C
DI
1
0'
TI
M
M
Q�Q
M�
M 00 C!]