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BOL,THOLaE - 3 PLC3
EQUALLY SPACED 121
APART ON 23 1/16* (586mm,)
DIA B.C. (:SEE DE TA10
RENTON
st r es�
COVER & FRAME
PLAN VIEW
DIA
I� I
6R
TYP
COVER SECTION VIEW
26 112' DIA
1673rvm1
25 1/4' DIA
[641rm1
1/4' (6«tin) DIA (27mfn1
NEOPRENE GASKET
6'
23 3/8' DIA CL OPEN
[ 16r►r+ 1 [ 594 mm )
27 5/16' DIA
[694mml
34 1/8' DIA
4
) BLS` SOC, ( ALLEN HEAD)
5/8'-11 x 1,
RUBBER WASHER
EON BOLTING DETAIL
(pp11y/44q'
1 t} AT j} j6'
[ )
GASKET GROOVE DETAIL
LOD I MMJ NOTES=
FRAME SECTION VIEW 1 ALL COVERS SHALL DE LOCKING LID PER EAST
JORDAN IRON WORKS INC. NO. 371701 OR EOUAL.
2. USE FRAME. AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER "), OR WATER (SPECIFY "WATER,:).
PUBLIC CORKS �' �� � ��
DEPARTMENT
��ANt1t3t.E FRAME AND COVER
DECEMBER 2008
SEWER NOTES AND DETAILS
FOR
COPPERWOOD
PTN OF THE NW1 /4, OF THE SE11/4 OF SEC. 15
TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
NQT:
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.
PUBLIC WORKS STANDARD SIDIE SEWER 3!'D. PLAN —404.1
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) JANUARY 2013
2"x4"
MARKER
, 10' JOINT UE
ALL 40" '143 NS :4iAU ICE ACCOMPLISHED
BY MEANS Of' ' WYE I;ID " BEND. TWO
45` BENDS SHALL NOT BE ,ACCEPTABLE:
2 ,
PROPERTY LINE
2
FLOOD LEAEL RIMS LOCATED BELOW 'SHE: ELEVATION
S-0-
0
FUTURE
6" BUILDING SEWER PIPE
BUILDING SEWER
ri
2
-
N"-2"x -2 "x 4" STUD MARKING POST PAINTED
TEE WITH 6 SIDE OUTLET
fi xfi " X6 " WYE WHITE WITH THE WORD 'SEWER' STENCILED
>_
CL
SURFACE CLEANOUT WITH IN 3 " HIGH BLACK LETTERS AND #6 WIRE
CAST IRON RING eSe COYER
WRAPPED AROUND THE STUD AND
(EAST JORDAN IRON WORKS
EXTENDED TO THE TOP OF THE STUD.
2975 OR APPROVED EQUAL,
a
SPECIFY "SEWER" ON LID.
SEE STD. PLAN 403.1 FOR
6" WE SEWER AND BUILDING SEWER
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
PLAN
LINES ARE AS FOLLOWS.
SUILDINO DR AIN FOR
A.
VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEINER MAIN WITH
MAIN TO PROPERTY LINE 5'--G"
A NEW TEE USING FLEXIBLE COUPLINGS
PROPERTY LINE F
FROM THE HOUSE B
(FERNCO OR APPROVED EQUAL).
B
CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN NTH
A NEW TEE USING FLEXIBLE COUPLINGS
3'- 0'* T
(FERNCO OR APPROVED EQUAL)
C
PVC MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED
EOLIAL) 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
1. 3:5 Mix
CONCRETE
BLOCKING
M z
4D 0
Oaf 2% MIN SLOE
6" SIDE OUTLET
HORIZONTAL
TEE
I -SEWER
6" MIN. MAIN
SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
TYPICAL SIDE SEWER ELEVATION
ELEVATION
NQT:
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.
PUBLIC WORKS STANDARD SIDIE SEWER 3!'D. PLAN —404.1
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) JANUARY 2013
2"x4"
MARKER
, 10' JOINT UE
ALL 40" '143 NS :4iAU ICE ACCOMPLISHED
BY MEANS Of' ' WYE I;ID " BEND. TWO
45` BENDS SHALL NOT BE ,ACCEPTABLE:
+
PUBLIC WORKS
DEPARTMENT
53' R
N TE
I Prior to instollofion of a sanitary sewer connection, a side -sewer
pe mit must € e- purchased from, the City of Benton Public Works
Deportment,
�. Ty
pes of pipe and fittings that con be used for sanitary sowers
shall be !approved by the Department of Public Worts Rubber or
neoprene 4askets as specified by the manufacturer. shall be
Used Oct dints.
?. A rmn irm im 9k *dee of (1/4 per €oo k t must be moon t aned
with 4' pipe, In the event a 2% geode cannot of be maintained. the
owrior must sign o City of Renton grade r eve farm and than
C-00 ins tail 6" pipe at a geode of 1 x
4. For tnspection of side sewer, call 4 hers in advance The
inspe sewer ction phone number is on the side ser pwmet Site
rY�ust be ready for inspection !send repr4»stintatseee on site whten
mspftctor orrives at appointed time_ Side s*vw and stub shah
be tested per City specifications. "e the connecb on of the
house €Ica not backfill the ditc0t until approv,W is 98Kn by this
inspector. Final ap;wovol will tae !rented after the existing septet
tank has been pumped out and filled with sand.
S install aide sewer with 2` minimum carer. 18" cover is ollowaid
at the houses sf Outlet ss shollow.
f, if side sewer stub is not ovaiJabic: The owner shall be
re Vonsible for its installation peer standard drawing 406 t AM
wheel•, within street right -of -way sh W be done by o licensed and
bonded controctor.
7 All work shall be accomplished in accotdonce with the Woovington
Industr€oi Safety and Health Act (*ASHA)
8 Ali trench restoration for si<je sewers n the pubHe roght -of -weir
shot conforr€+ to the most current trench restoration
requirements as in the Renton Stslndard Noeerrngs.
9, Ail building sewer and We sewers shall heaver bedding in
c
.:iccordortoe with standard !hawing 405.
10 There small tae a minimum 10 foot horizontal separation between
sanActry side &+ewers and water ssorviees and a minimum 5 foot
horizontal seporatscan between sanitory side sewers orid g, other
utilities
,ALL FOR LOCATIONS BEN~ OPE YOU DIG
48HR LOCATORS 1-800-424-5555
TYPICAL BUILDING SEWER SM. Pi.AN — 406.8
FROM PROPERTY LINE TO
BUILDING CONNECTION SEPTEMBER 2012
3w q
PAD EL O:f z VARIES VARIES
PER PLAN SEE SEE
CO (TYP) PLAN PLAN
3' MIN TO 6' VERTICAL BEND 10' MIN
0 CROSSING SEPARATION
IE =PER PLAN
IE =PER PLAN 12" MIN
LENGTH & SLOPE J2 \ \ 12" MIN
PER PLAN. 2% SLOE SD PER
MIN. 45% MAX PLAN
>?OP-
IE 8" ® MAI N
PER PLAN
SEWERMAIN
TEE CONNECTION
10' JOINT UE 1' TYP
�w
Z PAD EL
PER PLAN
5'
TYP
WATERMAIN
6" SIDE SEWER
SERVICE STUB
VARIES PER PAN 2% MIN
CO (TYP)
IE =PER PLAN
3' MIN TO6'
381406
LENGTH & SLOPE
#1 PER PLAN
45% SLOPE MAX
2% MIN
SANITARY SEWER STUB CROSSING DETAIL
NOT TO SCALE
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SURVEYED: SCALE:
9CE VERTICAL. NAVD 1988 19
NT SEWER NOTES AND DETAILS
HORIZ.: N/A HORIZOAL: NAD 83/1991 �� CITY OF
APPROVED BY `f Cam- DATE DESK: VERT.: N/A �� �'s- 3 REVISED PER CITY REVIEW BJT 4/22/15 BJT M L COPPERWOOD
APPROVED BY DATE 2 REVISED PER CITY REVIEW RAG 3/30/15 BJT DI I: — RENT 0 N
R� WALD-PRANT HOMES
I ONE INCH I DATU M
1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: AT FULL SCALE g/ g/ Dept. 14725 SE 36TH ST. SUI'T'E 200
APPROVED BY DATE
IF NOT ONE INCH Planning/Building/Public Buildin Public Works
APPROVED BY DATE NO. REVISION BY DATE AP P R APPROVED. SCALE ACCORDINGLY
BELLEVUE, WA 918006
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,,— IF T+IE BUILDING`* SE.*R SERVES ANY FIXTURE HAVING
FLOOD LEAEL RIMS LOCATED BELOW 'SHE: ELEVATION
T tE NEXT UPSTREAM MANHOLE COWER OF THE
A P
PUSUC SEWER SYSTEM, A 8ACI€f*`i.0* PREWNTION
DEVICE SUCH AS CLEAN C"ECR E X TEND
BAt WATT R �€A.VC, (A APPROV0 EQUAL �AI,.I.. ICE
$1 INS - TALLED_
4- FIL XIBLE COUP . NG (FERNC0 OR EQUAL)
SW,IRF ACE CLIP ANOU T
{ 4` #x 4 = =x4" WYE
1
s" PlP'INC
PLAN
SUILDINO DR AIN FOR
LOW ELEVATION HOUSE
MAIN TO PROPERTY LINE 5'--G"
PROPERTY LINE F
FROM THE HOUSE B
BUILDI h+IG DRAIN
SIDE SEwEIR B
BtiADNG SEWER
3'- 0'* T
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PUBLIC WORKS
DEPARTMENT
53' R
N TE
I Prior to instollofion of a sanitary sewer connection, a side -sewer
pe mit must € e- purchased from, the City of Benton Public Works
Deportment,
�. Ty
pes of pipe and fittings that con be used for sanitary sowers
shall be !approved by the Department of Public Worts Rubber or
neoprene 4askets as specified by the manufacturer. shall be
Used Oct dints.
?. A rmn irm im 9k *dee of (1/4 per €oo k t must be moon t aned
with 4' pipe, In the event a 2% geode cannot of be maintained. the
owrior must sign o City of Renton grade r eve farm and than
C-00 ins tail 6" pipe at a geode of 1 x
4. For tnspection of side sewer, call 4 hers in advance The
inspe sewer ction phone number is on the side ser pwmet Site
rY�ust be ready for inspection !send repr4»stintatseee on site whten
mspftctor orrives at appointed time_ Side s*vw and stub shah
be tested per City specifications. "e the connecb on of the
house €Ica not backfill the ditc0t until approv,W is 98Kn by this
inspector. Final ap;wovol will tae !rented after the existing septet
tank has been pumped out and filled with sand.
S install aide sewer with 2` minimum carer. 18" cover is ollowaid
at the houses sf Outlet ss shollow.
f, if side sewer stub is not ovaiJabic: The owner shall be
re Vonsible for its installation peer standard drawing 406 t AM
wheel•, within street right -of -way sh W be done by o licensed and
bonded controctor.
7 All work shall be accomplished in accotdonce with the Woovington
Industr€oi Safety and Health Act (*ASHA)
8 Ali trench restoration for si<je sewers n the pubHe roght -of -weir
shot conforr€+ to the most current trench restoration
requirements as in the Renton Stslndard Noeerrngs.
9, Ail building sewer and We sewers shall heaver bedding in
c
.:iccordortoe with standard !hawing 405.
10 There small tae a minimum 10 foot horizontal separation between
sanActry side &+ewers and water ssorviees and a minimum 5 foot
horizontal seporatscan between sanitory side sewers orid g, other
utilities
,ALL FOR LOCATIONS BEN~ OPE YOU DIG
48HR LOCATORS 1-800-424-5555
TYPICAL BUILDING SEWER SM. Pi.AN — 406.8
FROM PROPERTY LINE TO
BUILDING CONNECTION SEPTEMBER 2012
3w q
PAD EL O:f z VARIES VARIES
PER PLAN SEE SEE
CO (TYP) PLAN PLAN
3' MIN TO 6' VERTICAL BEND 10' MIN
0 CROSSING SEPARATION
IE =PER PLAN
IE =PER PLAN 12" MIN
LENGTH & SLOPE J2 \ \ 12" MIN
PER PLAN. 2% SLOE SD PER
MIN. 45% MAX PLAN
>?OP-
IE 8" ® MAI N
PER PLAN
SEWERMAIN
TEE CONNECTION
10' JOINT UE 1' TYP
�w
Z PAD EL
PER PLAN
5'
TYP
WATERMAIN
6" SIDE SEWER
SERVICE STUB
VARIES PER PAN 2% MIN
CO (TYP)
IE =PER PLAN
3' MIN TO6'
381406
LENGTH & SLOPE
#1 PER PLAN
45% SLOPE MAX
2% MIN
SANITARY SEWER STUB CROSSING DETAIL
NOT TO SCALE
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SURVEYED: SCALE:
9CE VERTICAL. NAVD 1988 19
NT SEWER NOTES AND DETAILS
HORIZ.: N/A HORIZOAL: NAD 83/1991 �� CITY OF
APPROVED BY `f Cam- DATE DESK: VERT.: N/A �� �'s- 3 REVISED PER CITY REVIEW BJT 4/22/15 BJT M L COPPERWOOD
APPROVED BY DATE 2 REVISED PER CITY REVIEW RAG 3/30/15 BJT DI I: — RENT 0 N
R� WALD-PRANT HOMES
I ONE INCH I DATU M
1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: AT FULL SCALE g/ g/ Dept. 14725 SE 36TH ST. SUI'T'E 200
APPROVED BY DATE
IF NOT ONE INCH Planning/Building/Public Buildin Public Works
APPROVED BY DATE NO. REVISION BY DATE AP P R APPROVED. SCALE ACCORDINGLY
BELLEVUE, WA 918006
pF Sys >,
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SHEET: 32 OF: 37
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