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INTERSECTION R & CE
STA. 10+00
VEW SIDE SEWER
IECT TO EXISTING r' I
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INV=416.98 12"E) 1
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\-8" SEWER MAIN
SEWER
SECTION W/IN EASEMENT
ON PARCEL #032305-9136
INTERSECTION R & CE
STA. 10+00
VEW SIDE SEWER
IECT TO EXISTING r' I
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SDMH --
RIM=423.12 Ir'-
INV=416.98 12"E) 1
INV=416.7812"SE) >
CALL 811 BEFORE YOU DIG!
OFFS ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
U)
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18ADI
I
2'ADS
EOUND MON._)
IN CASE I
I
RIM=423.50
IE=418.58, 8"(OUT)
IE=418.68, 8"(IN)
Q)
IV
MIN. FF ELEV=424.50
I I
EXISTING
HOUSE
I
LSSCO
RIM=421. _
In
MANHOLE FRAME AND COVER
IIps
PER DRAWING 401,
Y
1
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MIII N�'FF�LEV=42 0
g11N.
°
4' MIN. TO
m o
12' MAX.
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4' 9 54'
S 4
• .4• '4 u
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440
1. 57EPS TO BE POLYPROPYLENE SAFETY STEPS
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
440
3. COATNG TO BE PER DRAWNG 101.
dof--
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
.... ....__.. ........
.
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAYS ALL INTERIOR SURFACES. INCLUDING
CHANNEDNG. COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC-AROSHIELD OR APPROVED EOUAL COLOR OF COATING SMALL BE INHITE.
8. RUBBER GASKEIED JUNIS SHALL BE IN CONFORMANCE -WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE
/1
LARGEST PIPE.
Dw
10, CONNECTIONS TO MANI SHALL BE MADE USING GPK ADAPTOR. KOR-N-SEAL
430
BOOTS OR APPROVED EOUAL
MAINTAIN
48° COVER
• PUBLIC WORKS
SANITARY YANtlOLE
�' PLAN - 400'E
430
DEPARiI@HP
SRA J.OMI-
_.....:._.
....MINIMUM
-TYPICAL..._.
MARCH 2008
CALL 811 BEFORE YOU DIG!
OFFS ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
U)
I 1
18ADI
I
2'ADS
EOUND MON._)
IN CASE I
I
RIM=423.50
IE=418.58, 8"(OUT)
IE=418.68, 8"(IN)
Q)
IV
MIN. FF ELEV=424.50
I I
EXISTING
HOUSE
I
LSSCO
RIM=421. _
4' CHAIN
NK FENCE
In
IIps
O I
Y
1
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°
FF LEV= 34.
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RIM=424.71
IE=419.59, 8" OUT)
IE=419.69, 8" IN)
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SI I[ 1
ti
RIM=451.53
IE=445.00, 8"(OUT)
E=445.17, 6" IN)
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MIN. FF ELEV=455.00
1 0 0
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i9 "19),
1 M_ 4 07.57
NV; 4:)3.58(12"N,S,E)
E ENT TAROUGH BARGEE #032305-9136 MUST BE
ND. APPROVED_BY CITY OF RENTON PRIOR.. TO
UCTI N
N- 5 SHALLOW SANITARY SEWER
NOTE:° BE PER CURENT
OCITY OFLRENTONCSTREET OVERLAYRESTORATIONSAND TRENCH RESTORATION DETAIL MANHOLES PER STANDARD
- PLAN #400.2
A Fi
IE=417.24, o" OUT)
IE=417.34, 8"�IN)-NEW
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
NOTE,
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG, 811
^_ PAVED SECTION, INSTALL NEW 8 CLEAN OUTV V V V
IE=447.51, 8" (PER CIVIL DESIGN LANGLEY RIDGE ® MAY CREEK)
CONTRACTOR TO AS -BUILT PRIOR TO SEWER CONSTRUCTION
1 ?NE 25th STREET
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ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED
AT MINIMUM SLOPE=2.00%, TYPICAL.
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
RECOMMENDED FOR APPROVAL
By._;E Date -
By, Date,
By,
By,
Date,
In
RR TIE w
7. MALL d
EXISTING
1
IIOUSE
BLOCK
RIM=424.71
IE=419.59, 8" OUT)
IE=419.69, 8" IN)
i
CIV
a
SHE-) \,
0 ' S
SI I[ 1
ti
RIM=451.53
IE=445.00, 8"(OUT)
E=445.17, 6" IN)
i
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MIN. FF ELEV=455.00
1 0 0
00
o+0)
d
' Q I
N W
r
i9 "19),
1 M_ 4 07.57
NV; 4:)3.58(12"N,S,E)
E ENT TAROUGH BARGEE #032305-9136 MUST BE
ND. APPROVED_BY CITY OF RENTON PRIOR.. TO
UCTI N
N- 5 SHALLOW SANITARY SEWER
NOTE:° BE PER CURENT
OCITY OFLRENTONCSTREET OVERLAYRESTORATIONSAND TRENCH RESTORATION DETAIL MANHOLES PER STANDARD
- PLAN #400.2
A Fi
IE=417.24, o" OUT)
IE=417.34, 8"�IN)-NEW
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
NOTE,
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG, 811
^_ PAVED SECTION, INSTALL NEW 8 CLEAN OUTV V V V
IE=447.51, 8" (PER CIVIL DESIGN LANGLEY RIDGE ® MAY CREEK)
CONTRACTOR TO AS -BUILT PRIOR TO SEWER CONSTRUCTION
1 ?NE 25th STREET
j- i I
1,r/
0
Ed
ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED
AT MINIMUM SLOPE=2.00%, TYPICAL.
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
RECOMMENDED FOR APPROVAL
By._;E Date -
By, Date,
By,
By,
Date,
I0I41S=375
0 EX. SSMJSMH#'2H SSMH 1=IERIM=424.71
.. _. :....RIM 423:89... -. .:_ - _... ......RIM423.50_... _...._.. - -419.59, 8" OUT) .. _...
[E=417.24, 8" OUT): IE=418.58, 8" OUT) IE 419.69, 8°(IN)
IE=417.34, 8°�IN) NEW IE=418.68, 8"�IN)
10+00-_... _ 1.1+00 12+00 _ 13+00 14+00
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"�o.Y SITE sum Er&MAPPInc
SCALE CITY O F MAY CREEK COURT SHORT PLAT 09/11/2014
:. ,�..
D.L °`�' P.E. " _ RENTON
Z __ „I VINEYARDS CONSTRUCTION, LLC
2J4ffl _-- ----- D.L. OFFS, P.E. �___�4reNM1 DATUM SEWER PLAN & PROFILE °^^
ISTE)IFS-.* _ - - - °EJ°D' � Planning/Building/Public Works Dept. 2530 DUVALL AVENUE NE
INAL 6 09/11/2014 N0. REVISION BY DATE APPR AAPRohu 1IME Ly s¢n 7 '12
SEWER
450
z
00
oW
440
440
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.... ....__.. ........
.
/1
Dw
430
MAINTAIN
48° COVER
/ /� ..� - $ IPS G SS�S�
Co<0 -
430
....._ .__._.
._._ ._.. :.._. ..
_.....:._.
....MINIMUM
-TYPICAL..._.
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420 i
II
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-
420
I.. _ _124LF., 8- PVC SS®S=T.00%. . �.I.
._ _
._. _ ...
----
-- STORM
Li
I0I41S=375
0 EX. SSMJSMH#'2H SSMH 1=IERIM=424.71
.. _. :....RIM 423:89... -. .:_ - _... ......RIM423.50_... _...._.. - -419.59, 8" OUT) .. _...
[E=417.24, 8" OUT): IE=418.58, 8" OUT) IE 419.69, 8°(IN)
IE=417.34, 8°�IN) NEW IE=418.68, 8"�IN)
10+00-_... _ 1.1+00 12+00 _ 13+00 14+00
..I::.QF�,-
"�o.Y SITE sum Er&MAPPInc
SCALE CITY O F MAY CREEK COURT SHORT PLAT 09/11/2014
:. ,�..
D.L °`�' P.E. " _ RENTON
Z __ „I VINEYARDS CONSTRUCTION, LLC
2J4ffl _-- ----- D.L. OFFS, P.E. �___�4reNM1 DATUM SEWER PLAN & PROFILE °^^
ISTE)IFS-.* _ - - - °EJ°D' � Planning/Building/Public Works Dept. 2530 DUVALL AVENUE NE
INAL 6 09/11/2014 N0. REVISION BY DATE APPR AAPRohu 1IME Ly s¢n 7 '12
SEWER
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SEWER GENERAL NOTES
1. ALL WORK AND WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS,
AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED
PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN
MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
(INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. 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.
10. BACKFILL 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 FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE
CITY OF RENTON. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE 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.
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON PLANS.
13. 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.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND
MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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 PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50,
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE OR MUST HAVE MINIMUM 2 FOOT DIAMETER CONCRETE RING POURED AT GRADE.
IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
CALL 811 BEFORE YOU DIG!
SEE DWG# HR -05 FOR MINIMUM STANDARDS
FACE OF CURB OR
EDGE OF PAVEMENT
2" CLASS 'B'
CENTER LINE OR
LANE LINE
TYPICAL PATCH FOR
N.T.S.
6.5' MIN.
1' 1' 2.5' --I 1' 1'
MIN IMINI MIN IMINIMIN
\`SACP CLASS 'E' OR 'B'
" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CRNTRRI.INE
ADOPTED
rJrr oe >mnoN
e�♦
M DM- Puns
T tae 1ufs 12/ee
DWG. NAME: HR -23 SP PAGE: H032A
OFFE ENGINEERS �pIN�`
QC: °S
13932 SOUTHEAST 159TH PLACE -
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
Po $GiST��
CONTACT: DARRELL OFFE, P.E. FSsidNai E�
141 NO.
REVISION I BY I DATE I APPR
BACKFILL MATERIAL
(SEE NOTE 5) -
CONCRETE CLASS C
(SEE NOTE 8) -
FOUNDATION UEVEL-
BACKFILL MATERIAL
(SEE NOTE 5) -
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)-
Yfl11.P7_\I[N�R��I�R
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) -
FOUNDATION LEVEL
W (SEE NOTE 4) -I,- LIMITS OF PIPE ZONE
(CLASS A DESIGN)
W (SEE NOTE 4) -J,, LIMITS OF PIPE ZONE
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
I- W (SEE NOTE 4) -{ LIMITS OF PIPE ZONE
1'-0"
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE 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. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WDTH "W' AND TRENCHING OPTIONS
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18'.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
B. PIPE MUST BE ANCHORED IN SUCH A MANOR AS TO ENSURE FLOW LINE IS
MAINTAINED.
BEDDING CLASS DESIGN
BOLTHOLES - 3 PLCS
CLASS A
CLASS B
EQUALLY SPACED 120•
CLASS LI
I CLASS F
APART ON 23 1/16' (586m)
4" MIN.
1/41.D.
12" MAX.
•
DIA B.C. (SEE DETAIL)
ZERO
'
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
4
e 'Y
9
3/4 O.D.
1/2 O.D.
Y
O.D.
-
RET
SPECIFY "SEWER" ON UD,
O O f
f
SEE STD. PLAN 403.1 FOR
SEWER
INSTALLATION)
60" ALLOWABLE MAX.
COVER BOTTOM VIEW
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS
COVER & FRAME
TO MAIN ONES ARE AS FOLLOWS:
PLAN VIEW
OR DUCTILE IRON PIPE.
25' OLA. (3) BLT SOC. (ALLEN HEAD)
f635nn1 1' 5/B'-11 X 1.5 SS
3/4• \ RUBBER WASHER
�
COUPUNGS(FERNCO OR APPROVED EQUAL).
1:3:5 MIX
CONCRETE
�25nn]
[l9nn]
\
/ pNG pOH O B. CONCRETE MAIN -CORE -DRILLED WITH ROMAC SADDLE
BLOCKING
8 3/4- L 2 1/2'
I�
N,Py':(E
0V (OR APPROVED EQUAL).
1
[222nn1 C64m1 LILly{1L,litTO1�\\�\`S
M\N
NOWT
TYP
COVER SECTION VIEW
EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS
EON BOLTING DETAIL
HORIZONTAL D. DUCTILE IRON MAIN -CORE -DRILLED WITH ROMAC SADDLE
(OR APPROVED EQUAL).
26 1/2' DIA
[673nn1
1/4' OIA_ 1/4'
SEWER MAIN
[641nn] 11/16' 16•
F_II25
I/a• (6m) DIA C27m3 [�') t [27Vnn1
CONCRETE
BLOCKING ANGLE
NEOPRENE GASKET
BE AT MANUFACTURED KNOCK -OUTS OR THE
A
OF TEE
1
6 B'
ID SEWER
ELEVATION STRUCTURE SHALL BE CORE -DRILLED.
[tsiE152.3[3m1
1
1/8-
UNLESS OTHERWISE
SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
5/6' J 23 3/8' DIA CL OPEN I [R3m1
n6nn1 [594n.1 I GASKET GROOVE DETAIL
WHICHEVER IS
LOWER.
27 5/16' DIA
STANDARD SIDE SEWER
INSTALLATION
[694nn]
34 I/6• DIA
L867nn1 NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING UD 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").
PUBLIC WORKSMANNOLE
AND DOVER
SM. PIAN - 401
DECEMBER 2008
DEPARTMENT
FRAME
141 NO.
REVISION I BY I DATE I APPR
BACKFILL MATERIAL
(SEE NOTE 5) -
CONCRETE CLASS C
(SEE NOTE 8) -
FOUNDATION UEVEL-
BACKFILL MATERIAL
(SEE NOTE 5) -
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)-
Yfl11.P7_\I[N�R��I�R
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) -
FOUNDATION LEVEL
W (SEE NOTE 4) -I,- LIMITS OF PIPE ZONE
(CLASS A DESIGN)
W (SEE NOTE 4) -J,, LIMITS OF PIPE ZONE
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
I- W (SEE NOTE 4) -{ LIMITS OF PIPE ZONE
1'-0"
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE 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. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WDTH "W' AND TRENCHING OPTIONS
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18'.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
B. PIPE MUST BE ANCHORED IN SUCH A MANOR AS TO ENSURE FLOW LINE IS
MAINTAINED.
A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
4-4-97
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS LI
I CLASS F
A
4" MIN.
1/41.D.
12" MAX.
•
•
ZERO
'
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
-
A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
4-4-97
Co _'c note a
DCV
DT
2-21-91
RBN9a4 notes. 4,5,7,& B. Added note 6
1KJ
----
DATE
I REVISION
IBYAPPR
SURFACE CLEANOUT WITH
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CITY OF RENTON
STANDARDPLANS
c#,h0Isr Dere: a/97/s7
DWG. NAME: BW18C SP PAGE:B077
PIPE BEDDING FOR SANITARY SEWER
2"x 4" SND MARKER POST PAINTED
WOR 'SEWER'
PROPERTY LINE _ INN 33- HIGH BLANTHECK LETTERS AND #60ILED RE
i WRAPPED AROUND THE SND AND
�� 12 EXTENDED TO THE TOP OF THE SND.
o FURE
6" BUILDING SEWER PIPE „BUITUMING SEWER
(SEWER MAIN TO PROPERTY LINE)
STD. PLAN - 406.1
5-315102
RECOMMENDED FOR APPROVAL
By: Dote:
By: Date:
By: Date:
By: Date:
SURVEYED SCALE1p1��°XfA'ND 1°Bm"°e1 .. CITY OF MAY CREEK COURT SHORT PLAT
°® .L OFFE, P.E. >r RENTON VINEYARDS CONSTRUCTION, LLC
D.L OFFE, P.E. I oxE Rr4I DATDM SEWER DETAILS / NOTES
4,�..R� i Planning/Building/Public Works Dept. 2530 DUVALL AVENUE NE
F Nor as RNiI
6cuc Nxam4wvr
Com, s3- s
0
09/11/2014
._.. 8 -'12
77
WI
v
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TEE WITH 6" SIDE OUTLET
6"x6"X6" WYE WITH A
rc
SURFACE CLEANOUT WITH
I
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CAST IRON RING & COVER
6" SIDE SEWER AND BUILDING SEWER
a
p
(EAST JORDAN IRON WORKS
a
2975 OR APPROVED EQUAL,
SPECIFY "SEWER" ON UD,
SEE STD. PLAN 403.1 FOR
INSTALLATION)
60" ALLOWABLE MAX.
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS
FOR CAST IRON PIPE
TO MAIN ONES ARE AS FOLLOWS:
OR DUCTILE IRON PIPE.
A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE
COUPUNGS(FERNCO OR APPROVED EQUAL).
1:3:5 MIX
CONCRETE
/}N�
/ pNG pOH O B. CONCRETE MAIN -CORE -DRILLED WITH ROMAC SADDLE
BLOCKING
trP 25
N,Py':(E
0V (OR APPROVED EQUAL).
M\N
NOWT
2R MIN SLOPE C. PVC MAIN -CORE -DRILLED WITH ROMAC SADDLE (OR APPROVED
_ryG
EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS
6" SIDE OUTLET TEE
HORIZONTAL D. DUCTILE IRON MAIN -CORE -DRILLED WITH ROMAC SADDLE
(OR APPROVED EQUAL).
SEWER MAIN
6" MIN.
SEWER MAIN
E. MANHOLE CONNECTION ALL CONNECTIONS TO MANHOLES SHALL
CONCRETE
BLOCKING ANGLE
BE AT MANUFACTURED KNOCK -OUTS OR THE
A
OF TEE
AT MAIN OVER 25 TYPICAL
ELEVATION
ID SEWER
ELEVATION STRUCTURE SHALL BE CORE -DRILLED.
NOTE:
UNLESS OTHERWISE
SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
UNE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION,
WHICHEVER IS
LOWER.
r`�
STANDARD SIDE SEWER
INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
STD. PLAN - 406.1
5-315102
RECOMMENDED FOR APPROVAL
By: Dote:
By: Date:
By: Date:
By: Date:
SURVEYED SCALE1p1��°XfA'ND 1°Bm"°e1 .. CITY OF MAY CREEK COURT SHORT PLAT
°® .L OFFE, P.E. >r RENTON VINEYARDS CONSTRUCTION, LLC
D.L OFFE, P.E. I oxE Rr4I DATDM SEWER DETAILS / NOTES
4,�..R� i Planning/Building/Public Works Dept. 2530 DUVALL AVENUE NE
F Nor as RNiI
6cuc Nxam4wvr
Com, s3- s
0
09/11/2014
._.. 8 -'12
77
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SSMH 1 SHALLOW
MH -54"
0
Q
/RIM=423.1 0
MINIMUM SLOPE=2.00%,
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IE=418.34, 8"(OUT)
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IE=418.44, 8"(1N)
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MIN. FF ELEV=455.00
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.S EFTS E POLYPROPYLENE AFE+:1Y STEF�S:
2� STEPS ARE TIO BE N 'LACE BEFORE MANHOLE SEIC-11ONS ARE INSTALLED,
CASTING TO SE PERRAW'N ,
MANHOLE SECTIONS TO BE E REINFORCED PRECAST CONCRETE,
5. OPENING SHOULD BE ON DOWNSTREAM 'SIDF_,
. ALL jOI TS SHALL BE GROUTED.
SANITARY SEVIER MANHOLES LES HALL., HAME, AI,.., `NTE'R10 SURFACES, ES, INCI,UDI'v
CHANNELING, COATED (SEALED) WITH, A HIGH SOLID'S URETHANE COATING,
WASSER ---A SHIf':.P� OR APPROV 0) .QUAL; COLOR QF COATING SAL-,, BE H� TF.
8 RUBBER GAS B ISD JOINTS SISAL{. BE I CONFORMANCE T ASTt.I , Z'
CHANNEL HES IIT % A:LL BE A 1 INIMUIM (-W` 3/4 THE INSIDE DIAMETER OF THE
LARGES"' PIPE.
110. CONNECTIONS O MANHOLL SHALL BE MADS. USING GPK ADAPTOR, I DR--N--SEAL
BOOTS OR APPROVED E II,}AI.,_
Rlu"131d WORKS AN TARY MANHOLE
-----
MARCH 20,08
CALL 811 BEFORE YOU DIG!
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
.r.w _ � vviv..i avv i iviv
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
EX. SSMH
RIM=423.89
IE=417.24, 8" OUT)
IE=417.34, 8" IN)—NEW
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
SANITARY SIDE
0
STUBS SHALL BE PVC PLACED
AT
MINIMUM SLOPE=2.00%,
MIN. FF ELEV=455.00
TYPICAL.
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:W
00
O
+0)
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MIN. FF
I
ELEV=444.00
y�
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FF ELEV=450.00
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v) Ld
f a i L U # r , r -i-a. a. ae- ma — n v+t_r�.
.S EFTS E POLYPROPYLENE AFE+:1Y STEF�S:
2� STEPS ARE TIO BE N 'LACE BEFORE MANHOLE SEIC-11ONS ARE INSTALLED,
CASTING TO SE PERRAW'N ,
MANHOLE SECTIONS TO BE E REINFORCED PRECAST CONCRETE,
5. OPENING SHOULD BE ON DOWNSTREAM 'SIDF_,
. ALL jOI TS SHALL BE GROUTED.
SANITARY SEVIER MANHOLES LES HALL., HAME, AI,.., `NTE'R10 SURFACES, ES, INCI,UDI'v
CHANNELING, COATED (SEALED) WITH, A HIGH SOLID'S URETHANE COATING,
WASSER ---A SHIf':.P� OR APPROV 0) .QUAL; COLOR QF COATING SAL-,, BE H� TF.
8 RUBBER GAS B ISD JOINTS SISAL{. BE I CONFORMANCE T ASTt.I , Z'
CHANNEL HES IIT % A:LL BE A 1 INIMUIM (-W` 3/4 THE INSIDE DIAMETER OF THE
LARGES"' PIPE.
110. CONNECTIONS O MANHOLL SHALL BE MADS. USING GPK ADAPTOR, I DR--N--SEAL
BOOTS OR APPROVED E II,}AI.,_
Rlu"131d WORKS AN TARY MANHOLE
-----
MARCH 20,08
CALL 811 BEFORE YOU DIG!
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
.r.w _ � vviv..i avv i iviv
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
EX. SSMH
RIM=423.89
IE=417.24, 8" OUT)
IE=417.34, 8" IN)—NEW
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
SHALLOW SANITARY SEWER
MANHOLES PER STANDARD
PLAN #400.2
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRI❑R TO COMMENCING CONSTRUCTION, NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION,
CALL BEFORE YOU DIG: 811
EXTEND EXISTING 8" SEWER RELOCATING SSCO TO BEHIND FUTUR
ALL
SANITARY SIDE
0
STUBS SHALL BE PVC PLACED
AT
MINIMUM SLOPE=2.00%,
MIN. FF ELEV=455.00
TYPICAL.
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SHALLOW SANITARY SEWER
MANHOLES PER STANDARD
PLAN #400.2
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRI❑R TO COMMENCING CONSTRUCTION, NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION,
CALL BEFORE YOU DIG: 811
EXTEND EXISTING 8" SEWER RELOCATING SSCO TO BEHIND FUTUR
ALL
SANITARY SIDE
SEWER
STUBS SHALL BE PVC PLACED
AT
MINIMUM SLOPE=2.00%,
T
TYPICAL.
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n-
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GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
5-315 103
L - p a
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°°•° �ViJH/, 0. 0 SUR4E M: JAG.
HANSEN SURVEYING SCALE °�� �° ����� MAY CREEK COURT SHORT PLAT 05/20/2015
�k, C ° VERTICAL: NAw 98$
�' �oy�,� CITY 0 F�
o'0 DESIGNED:
° o D.L. OFFE, P.E. VINEYARDS CONSTRUCTION, LLC PAGE.
° ° DRAWN: _ P E N T O N
', ° ,� 2,46fl O ° D. L. OFFE, P.E. ONE INCH DATUM SEWER PLAN & PROFILE DRAWW NO.
° ° CHECKED:
��F°•�/STER�'•°�,� AT FULL SCALE Planning/Building/Public Works Dept.
SONE INICH
S/ONAL°°� NO. REVISION BY D P APPROVED: Y 2530 DUVALL AVENUE NE
05/20/2015 ATE A PR SHM` 7 OF- 12
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