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PORTION OF SE 1/4
SEC. 31, T. 23 N,, R. 05 E., W. M.
RENTON, WASHINGTON
COPPER RIDGE APARTMENTS
KC PARCEL NO. 3123059041
FNC CIORNJI'� SITE
.5�22'W 4�6�' - 41,361 ±sq.ft.
',0.94 acres
STA 2+51.33 IN T6
6' II00D 3GA,RQ!: FEECE END HAMMERHEAD E 1p
x x __x X� N8R'01'00'W 24). Y�"
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SAN GO # 6�'(Son Sewer I SAN CO (Son Sewer T
SAN 00#2 (Son Sew
6" PVC C !
FF 1 ty IM = 150 40 6" PVC GO erl'
IM = 153.76 6" Pvc Cc
6' PVC, I OUT 14 RIM =1 158 8
PVC, IE OUT zz 150.7 J6 PVF, IE OUT[= 1544.
jTYp.
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1 6" PVC 1C
am PVC CC
RIM = 15 76
i RIM = 158 5
TYR. 9 6" Pvc I bUT 14 6 P vq,' I OUT 11150.13
u 6 P VC, IE OUT 1.55.
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CITY COMMENTS
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COPPER RIDGE APARTMENTS
N .-N.
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51, IX
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KC PARCEL NO. 312305915�
`�NIGE
3 30 1
1
N8858'52W �'249.36'
NO.
REVISION
BY
4d"
M�
cc'�'q. S
HEH
RT
5�
STA 1+05.09
C.O.
RIM 139.00 1
135.89
BEGIN
1. LT. 135.0 0
1E OUT
TI
If35
48-"SS-
MH#3
<
�j
--RIM =
149.11
81LF-6"PVC
1E IN =
137.93
COPPER
RIDGE APARTMENTS
KC PARCEL
NO. 312305915(3
IF OUT
137.83 COPPER RIDGE
APA�LTMENTS
48"SS MH# Do
41-\
RIM 7 1425
KC PARCEL NO.
31LE9059153
IE IN = 134.j�7'
_x. SAN MH
IE OUT = 133.98
8" PVC, !E Al
.'22, 1.'
Lx'
SAN 1")
8,
P7
P 11
4
PORTION OF SE 1/4
SEC. 31, T. 23 N,, R. 05 E., W. M.
RENTON, WASHINGTON
COPPER RIDGE APARTMENTS
KC PARCEL NO. 3123059041
FNC CIORNJI'� SITE
.5�22'W 4�6�' - 41,361 ±sq.ft.
',0.94 acres
STA 2+51.33 IN T6
6' II00D 3GA,RQ!: FEECE END HAMMERHEAD E 1p
x x __x X� N8R'01'00'W 24). Y�"
_-x X
im x - X
x
X
FF 1 1.0/
2 FF jk(]
Q FF 10 .0 1 5 1�
SAN GO # 6�'(Son Sewer I SAN CO (Son Sewer T
SAN 00#2 (Son Sew
6" PVC C !
FF 1 ty IM = 150 40 6" PVC GO erl'
IM = 153.76 6" Pvc Cc
6' PVC, I OUT 14 RIM =1 158 8
PVC, IE OUT zz 150.7 J6 PVF, IE OUT[= 1544.
jTYp.
�O'RIM 15�.71
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N
T
SS 'B
Ir 0
ANGLE P-
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0 5 its
SA an Se
EXIEK .... ..
FF, 149.5
Z
8" Pvc L=8.5 S=10�27 5 71
Wo 6" PVC C Co I # (San Se N C0#1 'Son Sew"
1 6" PVC 1C
am PVC CC
RIM = 15 76
i RIM = 158 5
TYR. 9 6" Pvc I bUT 14 6 P vq,' I OUT 11150.13
u 6 P VC, IE OUT 1.55.
FF 1,1.0 FIT .54.0 FF 159'0 1
L.N.. X
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8
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it = S'
117
SE 1/4, SEC. R ov.l�
65'-8"Z7
RV
- -1
11
7
REVISED PER 10-31-2011
CITY COMMENTS
HEH
1 2 28
11
COPPER RIDGE APARTMENTS
2
�31�� v"00:1'
ec'I,,RD f-ENICIt
3 11
I
HEH
1
KC PARCEL NO. 312305915�
`�NIGE
3 30 1
1
N8858'52W �'249.36'
NO.
REVISION
BY
4d"
M�
cc'�'q. S
HEH
RT
5�
STA 1+05.09
IE IN
135.89
BEGIN
1E OUT
HAMMERHEAD
If35
48-"SS-
MH#3
<
--RIM =
149.11
1E IN =
137.93
2�
IF OUT
137.83 COPPER RIDGE
APA�LTMENTS
KC PARCEL NO.
31LE9059153
0
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HAGENSON
CONSULTANTS, LLC
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS
6484-48TH AVE SW Seattle WA
phone 206 938-6100126fox 206.938-7645
email H.HagensonOCOMCAST.NET
1'1� 60'_'
E. H
9+00 10+00 11+00 12+00
SEWER PROFILE
HC JOB #201013
RV
DEMNIN
3
REVISED PER 10-31-2011
CITY COMMENTS
HEH
1 2 28
11
HEH
2
REVISED PER 4-26-2011 CITY COMMENTS
HEH
3 11
HEH
1
REVISED PER 7-29-2010 CITY COMMENTS
HEH
3 30 1
1
Q66WEk.
NO.
REVISION
BY
DATE
APPR
HEH
HEH
ENGINEERS NOTES:
1. REFERENCE CITY OF RENTON STANDARD SEWER DETAILS.
2. ALL SIDE SEWER STUBS SHALL HAVE A MINIMUM OF 2% SLOPE.
3. CONTRACTOR TO VERIFY EXISTING TIE IN ELEVATION PRIOR TO INSTALLING
NEW SEWER MAIN.
4. CONTRACTOR TO START SEWER MAIN INSTALLATION AT EXISTING GO ON
WEST SIDE OF PROJECT.
CONSTRUCTION NOTES:
(D PROVIDE AND INSTALL PRECAST MANHOLE PER CITY OF RENTON STANDARD
DETAIL 8071.
Q INSTALL 8" PVC SEWER MAIN PER CITY OF RENTON STANDARD DETAIL B077.
SEE PROFILE, THIS SHEET, FOR RIM AND INVERT ELEVATIONS AND PIPE
LENGTH AND SLOPE.
PROVIDE AND INSTALL 4" SIDE SEWER STUBS PER CITY OF RENTON
STANDARD DETAIL B082. COORDINATE EXACT LOCATION OF SERVICE
CONNECTION WITH ARCHITECTURAL PLANS.
CONNECT TO EXISTING SEWER STUB. CONTRACTOR TO VERIFY EXACT
LOCATION AND INVERT ELEVATION OF EXISTING MAIN PRIOR TO CONNECTION.
COORDINATE CONNECTION WITH SEWER DEPARTMENT.
INSTALL 6" CLEANOUT PER CITY OF RENTON STANDARD DETAIL B076.
SLEEVE WATER LINE PER CITY OF RENTON STANDARDS WHERE 10'
HORIZONTAL CLEARANCE CANNOT BE MET.
PROVIDE AND INSTALL PRECAST MANHOLE PER CITY OF RENTON STANDARD
DETAIL 400.2.
ALL SANITARY SEWER PIPE SHALL BE GREEN IN COLOR.
NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND
U11UTIES IS SHOWN IN AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK. CONTRACTOR AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICHMIGHT BE OCCASIONED BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
AND ALL UNDERGROUND U71LI TIES.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
S=356501
CHECK FOR COMPLIANCE TO CITY
1 "=20' CITY OF SEWER PLAN
TALBOT ROAD TOWNHOMES
RENTON 4701 TALBOT ROAD SOUTH
I Planning/Building/Public Works Dept. RENTON, WASHINGTON
IF NOT ONE INN
SC&E ACOONMay Y&L INVESTMENTS, LLC
IAHNIN
5/12/11
30OKI
NO NO;
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SANITARY SEWER NOTES & SPECIFICATIONS
1. All work materials shall be in conformance with the standards and specification of the City of
Renton Utility Department and the latest edition of the WSDOT /APWA Standards and Specifications.
2.All construction shall be in accordance with "Standard Specifications for Municipal Public Works
Construction" prepared by Washington State Chapter American Public Works Association, latest
edition (APWA) and City of Renton Standard Specifications.
3.All locations of existing utilities shown are approximate and it shall be the contractors
responsibility to verify the true and correct location so as to avoid damage or disturbance.
4.Contractor is solely responsible for the means, methods and sequences of construction and for
the safety of workers and others on the construction site.
5.It shall be the responsibility of the contractor to obtain street use and any other related permits
prior to any construction.
6.Plans approved by the City of Renton, Public Works Department shall take precedence over all
other plans.
7.A copy of these approved plans must be on the job site whenever construction is in progress.
8.The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer
system, which has been stamped and signed by a licensed professional engineer or licensed
professional surveyor.
9.Backffll shall be placed equally on both sides of the pipe in layers with a loose average depth of
6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum
density. These compacted layers must extend for one pipe diameter on each side of the pipe or
to the side of the trench. Materials to complete the 611 over pipe shall be the some as
described.
10.Open cut road crossings for utility trenches on existing traveled roadway shall be backflled with
crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neatiine cut
with saw in a continuous line. A temporary mix patch must be placed immediately after backfill
and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per City
of Renton current standards.
11. Datum shall be City of Renton, 1988 NAVD.
12.All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of
the Department for the prevention of on -site erosion after the completion of construction.
13.AII pipe and appurtenances shall be laid on a properly prepared foundation in accordance with
Section 7 of the current State of Washington Standard Specifications for Road and Bridge
Construction. This shall include necessary leveling of the trench bottom or the top of the
foundation material, as well as placement and compaction of required bedding material, to uniform
grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding
base. Pipe bedding shall be pea gravel 6 inches above and below the pipe.
14.Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or
ductile iron class 50.
15. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above
finished grade. In paved area, cover must slope in all directions to match paving.
IMIGENSUIN
CONSULTANTS, LLc
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS
6484 -48TH AVE SW Seattle WA
phone 206 938- 6109126fox 206.938 -7645
email H.Hagenson000MCAST.NET
1u%
12 7"
14°
1
E m3 @li1:a1
It N.C. SOCKET HD
SCREW I Y4" LONG
(BRONZE OR S.S.)
Ir x 2" RAISED PADS
'A'
BOLTHOLES - 3 PLCS
ALL 90' TURNS SHALL BE ACCOMPUSHED
EQUALLY SPACED ISO'
APART ON
23 1/16' (586mm)
6" MIN.
BOA BCF (SEE DETAOU
14'
CAST IRON
mrmm
54"
4
v
24" MIN,
24" LID.
MH
60"
RE
DV
42" MIN,
30" I.O.
B
ONE INN
1
n
HEH
n
CHECKED:
HEH
ATNLLsGJE
IF NOR GI E WON
SOME�NMY
COVER BOTTOM VIEW
REVISION
COVER & FRAME
DATE
APPR
PLAN VIEW
2S' DIA,
635nn) 1'
(3) BLT SUE. (ALLEN HEAD)
C25NnT
5 /B' -D X SS
AS
RUBBER WASHER
El9nmi
8 3/4' 2 I /2`
E222Nn1 164nN3
TYP
it
COVER SECTION VIEW
EON BOLTING DETAIL
26 1/2' DIA
]
it
HOUSE I?
25 1/4' DIA
oI
HWSE
E64tr:nl 1 MW
U4' L6nn> DIA C27NN]
.IT VIA
7
L4' 1 inV
C6nnJ i- 27nrv1
NEDPRatc GASKET
-E.
es
or
a51 nnJ C3nnLe-
T
5/8' J 23 3/6' DIA CL OPEN
ER3.1
Eibnmt ( [594N.]
GASKET GROOVE DETAIL.
27 5/16- DIA__
Ce94anl '
4" SEWER PIPE
34 1/8' DIA
E867NwI NOTES:
(TYPICAL)
FRAME SECTION VIEW 1,
ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717CI OR EQUAL,
2.
USE FRAME AND COVER FOR STORM (SPECIFY
WNOUT
x WYE
"DRAIN" ON COVER), SANITARY (SPECIFY
AND 3. MINIMUM UNE 512E FOR
'SEWER "), OR WATER (SPECIFY "WATER ").
« « PU81dC WORKS
MANHOLE FRAME AND COVER
SUL PLAN - 401
07HM THAN SINGLE FAMILY IS 6"
DEPARTMENT
4" CLEM'WT
(TYPICAL)
PROPERT' LINE
WE WITH PLUG
DBCEMHER 2008
(
IMIGENSUIN
CONSULTANTS, LLc
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS
6484 -48TH AVE SW Seattle WA
phone 206 938- 6109126fox 206.938 -7645
email H.Hagenson000MCAST.NET
1u%
12 7"
14°
1
E m3 @li1:a1
It N.C. SOCKET HD
SCREW I Y4" LONG
(BRONZE OR S.S.)
Ir x 2" RAISED PADS
2" A.C.
6" CONCRETE
CLASS 3000
45' (t /8) BEND
2"
2" Boa
�P
1> 1
45' (1 /8) BEND
FOAM
%TER TIGHT
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOSES:
1. B" AND 6" CLEANOUTS ON SEWER MANS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER PORT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A P -0' THIN, 2' -0" SQUARE
CONCRETE, CLASS 3000, PAD MOUND SHE RING AND COVER.
+ PUBLIC WORKS OR 11 INCN CLEAN -OUT
! S 8>PD FLIN - 4D81
« « DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 201!
W
7'
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PEAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE e
MORTAR JOINTS) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE MIN ASTIR C -443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE MISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER- POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE - IV
CONCRETE SHELF
PRECAST BASE BECTON
OR CAST IN SHELF.
'A'
I/" -^I
ALL 90' TURNS SHALL BE ACCOMPUSHED
48" MH
12 Y4"
6" MIN.
5 "MIN
14'
CAST IRON
RING AND COVER
2" A.C.
6" CONCRETE
CLASS 3000
45' (t /8) BEND
2"
2" Boa
�P
1> 1
45' (1 /8) BEND
FOAM
%TER TIGHT
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOSES:
1. B" AND 6" CLEANOUTS ON SEWER MANS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER PORT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A P -0' THIN, 2' -0" SQUARE
CONCRETE, CLASS 3000, PAD MOUND SHE RING AND COVER.
+ PUBLIC WORKS OR 11 INCN CLEAN -OUT
! S 8>PD FLIN - 4D81
« « DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 201!
W
7'
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PEAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE e
MORTAR JOINTS) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE MIN ASTIR C -443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE MISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER- POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE - IV
CONCRETE SHELF
PRECAST BASE BECTON
OR CAST IN SHELF.
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 Mlit BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. TH.. USE OF F� F SHI±PROHIBIIFD
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOUDS URETHANE COATING; WASHER MC- ARDSHIELD OR
APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE.
S. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTIR 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 PAYING,
PT18iSC WORKS S1U. PLAN - 400A
. « STANDARD SANITARY MANHOLE
DEPARTMENT
...........SEPTEMBER 2011
rvn I Ivly yr INS
51, T. 23 N., R.
RENTON, WASHIN
6" BUILDING SEWER PIPE
plow
WITH B" SIDE OUTLET
1;3;5 MIX
CONCRETE
BLOCKING
H _
E., W. M.
LINE
FUTURE
1a BUILDING SEWER
w
WHITE 4" WITH MARKING POST PAINTED
S X6" XB" WYE WHITE Y4TH THE WORD 'SEWER" STENCILED
SURFACE CLEdd40UT WITH IN 3" HIGH BLACK LETTERS AND #6 WRE
CAST IRON RING & COVER WRAPPED AROUND THE STUD AND
(EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD.
2975 OR APPROVED EOUAL,
P. SPECIFY *SEVER' ON LID,
SEE STD. PLAN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
UNES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE
COUPUNGS (FERNCO OR APPROVED EQUAL).
S. CONCRETE MAIN - CORE - DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL).
C. PVC MAIN - CONE - DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS,
0, 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- DPoLLEO.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
6'r S10E OUTLET TEE
SLOPE
LSEWER MAIN
TYPICAL SIDE SEWER ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 25 COVER AT PROPERTY LINE OR 3•-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
PUHLCC WORKS 'STANDARD SIDE SEWER PUBLIC
DEPARTMENT R4STALLATION
(SEWER MAIN TO PROPERTY LINE)
W (SEE NOTE 4) -•
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 6)
FOUNDATION L.EVEI.,. ,
STD. PLAN - 4004
SEPTEMBER 2011
UNATS OF PIPE ZONE
OF PIPE
BEDDING FOR SANITARY SEWER PIPE
119'
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2- HAND 'ffAMP UNDER HAUNCHES,
3. COMPACT 8EDDING MATERIAL TO 55% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONNLY.
rt SEE "EXCAVATION AND PREPARATION OF TRENCW' IN THE SANITARY
SEWER SECTION OF THE STANDAR2, SPECIFICATIONS FOR TRENCH
MOTH "W" AND TRENCHING OPT:CNS. THE PIPE XONE WILL BE THE
ALTUAL TRENCH LINK
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLNG" IN ?HE SANITAR'f
SEVER SECTION O^" THE STANDARD SPECIFICATIONS, EXCEPT THAT
ROCKS OR LUMPS LARGER THAN 'I" PER FOOT OF PIPE DIAMETER
SHALL NOT BE USED IN THE EACTILL MATERIAL.
6. PIPE -ONE MATERIAL SHALL BE • GRAVEL BACKFILL
: DRAINS" AS
& ECF'O N T4E AGf EfA=i SkCTON ,F THE STANDARD
SPECIFICATIONS,
7. PIPE (MUST BE ANCHORED IN SUCH A N ANN FR AS To FNSJRE FLOW
LINE IS MAIN = AIMED.
STD, PIAN -- 4W
PUBLIC WORKS PIPE BEDDING
DEPARTMENT FOR SANITARY SEWERS MARCH 2ooB
1
HC JOB #201013
'A'
ALL 90' TURNS SHALL BE ACCOMPUSHED
48" MH
48"
6" MIN.
5 "MIN
24` MIN.
21" I.O.
54" MH
54"
B" MIN,
5.5" MIN.
24" MIN,
24" LID.
MH
60"
1 8" MIN.
1 6" MIN.
42" MIN,
30" I.O.
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 Mlit BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. TH.. USE OF F� F SHI±PROHIBIIFD
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOUDS URETHANE COATING; WASHER MC- ARDSHIELD OR
APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE.
S. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTIR 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 PAYING,
PT18iSC WORKS S1U. PLAN - 400A
. « STANDARD SANITARY MANHOLE
DEPARTMENT
...........SEPTEMBER 2011
rvn I Ivly yr INS
51, T. 23 N., R.
RENTON, WASHIN
6" BUILDING SEWER PIPE
plow
WITH B" SIDE OUTLET
1;3;5 MIX
CONCRETE
BLOCKING
H _
E., W. M.
LINE
FUTURE
1a BUILDING SEWER
w
WHITE 4" WITH MARKING POST PAINTED
S X6" XB" WYE WHITE Y4TH THE WORD 'SEWER" STENCILED
SURFACE CLEdd40UT WITH IN 3" HIGH BLACK LETTERS AND #6 WRE
CAST IRON RING & COVER WRAPPED AROUND THE STUD AND
(EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD.
2975 OR APPROVED EOUAL,
P. SPECIFY *SEVER' ON LID,
SEE STD. PLAN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
UNES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE
COUPUNGS (FERNCO OR APPROVED EQUAL).
S. CONCRETE MAIN - CORE - DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL).
C. PVC MAIN - CONE - DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS,
0, 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- DPoLLEO.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
6'r S10E OUTLET TEE
SLOPE
LSEWER MAIN
TYPICAL SIDE SEWER ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 25 COVER AT PROPERTY LINE OR 3•-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
PUHLCC WORKS 'STANDARD SIDE SEWER PUBLIC
DEPARTMENT R4STALLATION
(SEWER MAIN TO PROPERTY LINE)
W (SEE NOTE 4) -•
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 6)
FOUNDATION L.EVEI.,. ,
STD. PLAN - 4004
SEPTEMBER 2011
UNATS OF PIPE ZONE
OF PIPE
BEDDING FOR SANITARY SEWER PIPE
119'
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2- HAND 'ffAMP UNDER HAUNCHES,
3. COMPACT 8EDDING MATERIAL TO 55% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONNLY.
rt SEE "EXCAVATION AND PREPARATION OF TRENCW' IN THE SANITARY
SEWER SECTION OF THE STANDAR2, SPECIFICATIONS FOR TRENCH
MOTH "W" AND TRENCHING OPT:CNS. THE PIPE XONE WILL BE THE
ALTUAL TRENCH LINK
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLNG" IN ?HE SANITAR'f
SEVER SECTION O^" THE STANDARD SPECIFICATIONS, EXCEPT THAT
ROCKS OR LUMPS LARGER THAN 'I" PER FOOT OF PIPE DIAMETER
SHALL NOT BE USED IN THE EACTILL MATERIAL.
6. PIPE -ONE MATERIAL SHALL BE • GRAVEL BACKFILL
: DRAINS" AS
& ECF'O N T4E AGf EfA=i SkCTON ,F THE STANDARD
SPECIFICATIONS,
7. PIPE (MUST BE ANCHORED IN SUCH A N ANN FR AS To FNSJRE FLOW
LINE IS MAIN = AIMED.
STD, PIAN -- 4W
PUBLIC WORKS PIPE BEDDING
DEPARTMENT FOR SANITARY SEWERS MARCH 2ooB
1
HC JOB #201013
ALL 90' TURNS SHALL BE ACCOMPUSHED
SURVEYED:
RV
SGAM
" =20'
BEND. T1tV
46' BENDS SHALL NOT
ar HEH
3
REVISED PER 10 -21 -2011 CITY COMMENTS
HEH
2 28
11
2
REVISED PER 4 -26 -2011 CITY COMMENTS
HEH
/3/11
DRAW:
HEH
ONE INN
1
REVISED PER 7 -29 -2010 CITY COMMENTS
HEH
30 11
CHECKED:
HEH
ATNLLsGJE
IF NOR GI E WON
SOME�NMY
NO.
REVISION
BY
DATE
APPR
APPflO�EH
NOTES:
L Prior to inetollaCkm of a mmutar a nation a aide -sewer
z (IV, IF THE BUILBNG SEWER SERVES ANY FOGURE HAVING y ew
3 FLOW LEAEL RIMS LOCATED BELOW THE ELEVATION Permit mutt be purchased from We City of Renton Public Works
v OF THE NEXT UPSTREAM MANHOLE COVER CP THE Department.
o PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION _
2 T es e pipe and byt s that cm, be used far arse. saw
DEVICE
ACKW SUCH AS CLEAN CHECK D EQUAL SHALL p p g y
I BACKWATER VALVE OR APPROVED EQUAL 6HALL BE shall be approved by the Department of Public Wake. Rubber or
'a m INSTALLED. neoprene gaskets as apaifletl by the manufacturaA shall be
used n joints.
4" FLEXIBIE GOUPUNG (MESHED OR EQUAL)
m 3. A minimum grade of 2S (1/4" per foot) must be maintained
9 SURFACE CLEANOUT with 4" pipe. In the event a 2X grade cannot be maintalned, the
4 "x 4"x4" WE owner must sign a City of Renton grade release form and then
so PIPING can frudell S' pipe at o grade of tx.
PLAN 4. For lospeellon of aide sewer call 24 hours In advance. The
BUILDING DRAIN FOR inapallcm phone number Is on me side cower permit. Ste
LOW ELEVATOR HOUSE most be ready for Inspection and rapreeentalie on alto when
inapator arrives at appointed time. Side a and stub Mall
be tested per City spealficatlans. Make the connection at the
MAIN TO PROPERTY UNE 5' -A" 5-0" house. 0. not backfill the ditch until opproml I. given by the
PROPERTY UNE FROM THE HOUSE BUILDING ORNN inspector. Final oppmval At be granted after the exerting septic
SLOE SEWER BUILDING SEVER z• -c•• tank has bean pumped out and filed with Band.
5 -D "MI -ro s -D'
N. 5. Install she sewer with 2' minimum cover. 18" corer Is Pissed
at the house if auUVt is shallow.
1 6. If sitle sewer stub is not tion per The owner Mali be
IIII n n
responsible for Its Installation per standard drawing 906.1. All
m m Hi A °1 i s °: > u work within street right- of -weY shall be done by a licensed and
zYA mg9 ^ 41 9920 8> z mF a o banded aan1mc.am
o° c v -
"y� v p. Mm Pon+ m c? O O m v 7. All work shall be accompllahed In occortlance with the Washington
90 p �� P c v F" m Industries Safety and Health Act (WISHA)
my ��o pa. o z c ng S. All trench restomtlen fa atde sewers in the Public right- of-way
M $ y o �oZ h L� shall carearm to iha most current trench restoration
Z e; No o ii cztEM requirement+ as in the Renton Standard Drawings.
$ m a ° 9. Ail building sewer and side sewers shall have bedding in
a accordance with standard drawing 405.
N9 9
Abp a m 10. There shall be a minimum 10 foot horizontal separation between
c;nm v sanitary side sewers and water services and a minimum 5 foot
E horizontal separation between sanitary side sewer and IM. other
g a aUlthe.
CALL FOR LOCATIONS BEFORE YOU DIG
48HR LOCATORS 1- 800 - 424 -5555
TYPICAL BUILDING SEWER STD. PLAN - 408.2
DEPARTMENT
« ®� PUBLIC WORKS FROM PROPERTY LINE TO
BUILDING CONNECTION
p SEPTEMBER 2011
NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK. CONTRACTOR AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICHMIGHT BE OCCASIONED BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
AND ALL UNDERGROUND UTILITIES.
CALL 48 HOURS
BEFORE YOU DIG
1- 800 -424 -5555
5- 356502
CHECK FOR COMPLIANCE TO CITY STANDARDS
wmfcu. RAW t�
HCPozOvIA,. HAD 1963 198 CITY OF
1 SANITARY SEWER NOTES &DETAILS
C�
bell RENTON TALBOT ROAD TOWNHOMES
DATUM 4701 TALBOT ROAD SOUTH
Planning /Building /Public Works Dept. RENTON, WASHINGTON
Y &L INVESTMENTS,LLC
Dole
5/12/11
FIDDBDOA
PACE
NuwlNO rro:
CIqq
0
is
is
N
ALL 90' TURNS SHALL BE ACCOMPUSHED
BY MEANS OF A WYE AND 45'
BEND. T1tV
46' BENDS SHALL NOT
BE ACCEPTABLE.
4" BEND AS REQUIRED (NO MORE
THAN 46• BEND). EVERY 2ND
4" CLEANWT WE WIN
CHANGE IN DIRECTION OR GRADE
45' BEND AND PLUG
WILL REWIRE A SURFACE
CLEANOUT WYE.
it
HOUSE
it
HOUSE I?
HWSE
oI
HWSE
es
or
--i
3
I:
4" SEWER PIPE
4" SURFACE 4
(TYPICAL)
4" SEWER PIPE, SEf NOTES 2
°
WNOUT
x WYE
4" TEST TEE WIN!
AND 3. MINIMUM UNE 512E FOR
PLUG FACE UP
07HM THAN SINGLE FAMILY IS 6"
4" CLEM'WT
(TYPICAL)
PROPERT' LINE
WE WITH PLUG
(
PROPERTY UNE
3' MIN.
ou Is
m... .• .,.......
b
NOTES:
L Prior to inetollaCkm of a mmutar a nation a aide -sewer
z (IV, IF THE BUILBNG SEWER SERVES ANY FOGURE HAVING y ew
3 FLOW LEAEL RIMS LOCATED BELOW THE ELEVATION Permit mutt be purchased from We City of Renton Public Works
v OF THE NEXT UPSTREAM MANHOLE COVER CP THE Department.
o PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION _
2 T es e pipe and byt s that cm, be used far arse. saw
DEVICE
ACKW SUCH AS CLEAN CHECK D EQUAL SHALL p p g y
I BACKWATER VALVE OR APPROVED EQUAL 6HALL BE shall be approved by the Department of Public Wake. Rubber or
'a m INSTALLED. neoprene gaskets as apaifletl by the manufacturaA shall be
used n joints.
4" FLEXIBIE GOUPUNG (MESHED OR EQUAL)
m 3. A minimum grade of 2S (1/4" per foot) must be maintained
9 SURFACE CLEANOUT with 4" pipe. In the event a 2X grade cannot be maintalned, the
4 "x 4"x4" WE owner must sign a City of Renton grade release form and then
so PIPING can frudell S' pipe at o grade of tx.
PLAN 4. For lospeellon of aide sewer call 24 hours In advance. The
BUILDING DRAIN FOR inapallcm phone number Is on me side cower permit. Ste
LOW ELEVATOR HOUSE most be ready for Inspection and rapreeentalie on alto when
inapator arrives at appointed time. Side a and stub Mall
be tested per City spealficatlans. Make the connection at the
MAIN TO PROPERTY UNE 5' -A" 5-0" house. 0. not backfill the ditch until opproml I. given by the
PROPERTY UNE FROM THE HOUSE BUILDING ORNN inspector. Final oppmval At be granted after the exerting septic
SLOE SEWER BUILDING SEVER z• -c•• tank has bean pumped out and filed with Band.
5 -D "MI -ro s -D'
N. 5. Install she sewer with 2' minimum cover. 18" corer Is Pissed
at the house if auUVt is shallow.
1 6. If sitle sewer stub is not tion per The owner Mali be
IIII n n
responsible for Its Installation per standard drawing 906.1. All
m m Hi A °1 i s °: > u work within street right- of -weY shall be done by a licensed and
zYA mg9 ^ 41 9920 8> z mF a o banded aan1mc.am
o° c v -
"y� v p. Mm Pon+ m c? O O m v 7. All work shall be accompllahed In occortlance with the Washington
90 p �� P c v F" m Industries Safety and Health Act (WISHA)
my ��o pa. o z c ng S. All trench restomtlen fa atde sewers in the Public right- of-way
M $ y o �oZ h L� shall carearm to iha most current trench restoration
Z e; No o ii cztEM requirement+ as in the Renton Standard Drawings.
$ m a ° 9. Ail building sewer and side sewers shall have bedding in
a accordance with standard drawing 405.
N9 9
Abp a m 10. There shall be a minimum 10 foot horizontal separation between
c;nm v sanitary side sewers and water services and a minimum 5 foot
E horizontal separation between sanitary side sewer and IM. other
g a aUlthe.
CALL FOR LOCATIONS BEFORE YOU DIG
48HR LOCATORS 1- 800 - 424 -5555
TYPICAL BUILDING SEWER STD. PLAN - 408.2
DEPARTMENT
« ®� PUBLIC WORKS FROM PROPERTY LINE TO
BUILDING CONNECTION
p SEPTEMBER 2011
NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK. CONTRACTOR AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICHMIGHT BE OCCASIONED BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
AND ALL UNDERGROUND UTILITIES.
CALL 48 HOURS
BEFORE YOU DIG
1- 800 -424 -5555
5- 356502
CHECK FOR COMPLIANCE TO CITY STANDARDS
wmfcu. RAW t�
HCPozOvIA,. HAD 1963 198 CITY OF
1 SANITARY SEWER NOTES &DETAILS
C�
bell RENTON TALBOT ROAD TOWNHOMES
DATUM 4701 TALBOT ROAD SOUTH
Planning /Building /Public Works Dept. RENTON, WASHINGTON
Y &L INVESTMENTS,LLC
Dole
5/12/11
FIDDBDOA
PACE
NuwlNO rro:
CIqq
0
is
is
N