HomeMy WebLinkAboutS-370304Q
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SEWER GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY
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 CONTRACTOR'S
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. 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.
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. 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.
11. DATUM SHALL BE CIN 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. ALL 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" 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 INCH AND MAXIMUM 12 INCH ABOVE
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
IMIN MINI MIN IMIN MINI
• SEE DWG# HR -05 FOR MINIMUM STANDARDS
FACE OF CURB OR
EDGE OF PAVEMENT
2" CLASS 'B'
CENTER LINE OR
LANE LINE
6.5' MIN.
1' 1' 2.5' -{ 1' 1'
MIN IMIN MIN MIN I MIN
rt
\ ACP CLASS 'E' OR 'B'
` 6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
ADOPTED
arr m ®aoH
erA,m4® 12/x9
M DAn::,yea
DWG. NAME: HR -23 SP PAGE:HO32A
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
N.T.S.
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE - Z
RENTON, WASHINGTON 98058
PHONE: 425-260-3412 27400 E°G\
CONTACT: DARRELL OFFE, P.E. TSi6M'e i ' Edi
BACKFILL MATERIAL
(SEE NOTE 5) -
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL -
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION LEVEL
W (SEE NOTE 4)
(CLASS A DESIGN)
W (SEE NOTE 4)
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
[- W (SEE NOTE 4) -�,
NOTES:
LIMITS OF PIPE ZONE
1.
PROVIDE UNIFORM SUPPORT UNDER BARREL
BOLTHOLES
- 3 PLCS
HAND TAMP UNDER HAUNCHES.
Sj
4" MIN.
1/41.D.
12" MAX.
EQUALLY SPACED 120'
•
3.
COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
APART ON
23 1/16' (586nn)
HAND TAMP ONLY.
C
4.
DIA H.C. (SEE DETAIL)
C
3/4 O.D.
OF THE STANDARD SPECIFTCTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS.
p
O.D.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
A
d
r
5.
TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG 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
RE
LV
BACKFILL MATERIAL.
6.
TON
LIMITS OF PIPE ZONE
PECIFICATIONS.
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS-
-T.
o
f
6
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
SEWER
8.
PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW UNE IS
n
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
2S' DiA..1
[635nn1 1'
125nn3
(31- )BLT Ste. (ALLEN HEAD)
5/8'-11 X 1.5 SS
RUBBER WASHER
[19nn7 �
8 3/4' L 2 1/2'
I�
9111L
1222n,] C64nN
TYP
COVER SECTION VIEW
EON BOLTING DETAIL
26 1/2' DIA
C673nn)
25 1/4' D[A�
1641nn]11I 1/16'
[F�-I14 (6nn) DIA 127nn3
1/4• 1 1/16'
[6nn] I- [20nnI
NELpRENE GASKET
J-
6•
B'
11
1152eu+]
[3nn1/B'
5/8' JL133/8'
116nn1C594nn]
DIA CL OPEN
[Baro)
GASKET GROOVE DETAIL
27 5/16' DIA
1694nn7
34 1/8' DIA
186]nn] 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").
1•
PUBLIC WORKS
SID. PIAN - 401
• ��
DEPARTMENT
MANHOLE FRAME AND COVER
DECEMBER 2008
BACKFILL MATERIAL
(SEE NOTE 5) -
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL -
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION LEVEL
W (SEE NOTE 4)
(CLASS A DESIGN)
W (SEE NOTE 4)
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
[- W (SEE NOTE 4) -�,
LIMITS OF PIPE ZONE
1'-0"
NOTES:
LIMITS OF PIPE ZONE
1.
PROVIDE UNIFORM SUPPORT UNDER BARREL
CLASS C
2.
HAND TAMP UNDER HAUNCHES.
Sj
4" MIN.
1/41.D.
12" MAX.
•
•
3.
COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
-II-
1/4 O.D.
HAND TAMP ONLY.
C
4.
SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
C
3/4 O.D.
OF THE STANDARD SPECIFTCTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS.
1/8 O.D.
O.D.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
A
BEDDING. TIE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18".
r
5.
TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG 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
LIMITS OF PIPE ZONE
PECIFICATIONS.
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS-
-T.
7.
SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE' IN THE AGGREGATES SECTION OF
6
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
8.
PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW UNE IS
MAINTAINED.
LIMITS OF PIPE ZONE
1'-0"
BEDDING MATERIAL • A = 4" MIN. 27" I.D. AND UNDER
FOR FLEXIBLE PIPE B 6" MIN. OVER 27" I.D.
(SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWER
Y 0 ADOPTED
FOUNDATION LEVEL CITY OF RENTON
_L STANDARD
STANDARD PLAN9
(CLASS F DESIGN) Nj0 LET DATE'4/a7
0-4-97 RrIm E note 4 Dcv DT
BEDDING FOR FLEXIBLE PIPE z -z1 -e1 RaNeetl notm, 4,5,7,k H. Atltletl note 8 KJ ----
DATE I REVISION BY APPR DWG. NAME: BW78C SP PAGE: 8077 - -'1..
07 PIPE BEDDING FOR SANITARY SEWER
H
4" STUD MARKER POST PAINTED
WHITE WITH THE WOR "SEWER' STENCILED
PROPERTY LINE IN 3" HIGH BLACK LETTERS AND #6 PARE
z - - WRAPPED AROUND THE SND AND
EXTENDED TO THE TOP OF THE STUD.
0 12 FUTURE [zxf
6" BUILDING SEWER PIPE BUILDING SEWER y
TEE WITH 6" SIDE OUTLET m In
SURFACE
WYE WITH A N
SURFACE CLEANOUT WITH o -4
w ro
6" SIDE SEWER AND BUILDING SEWER a CAST IRON RING R COVER(EASw
a
2975 975OR APPROVED QUAL, JORDAN IRON WORKS y
SPECIFY SEWER' ON UD,
SEE STD. PLAN 403.1 FOR
INSTALLATION) >
.4
60" ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS O
FOR CAST IRON PIPE TO MAIN LINES ARE AS FOLLOWS:
OR DUCTILE IRON PIPE OVt A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE w
1:3:5 MIX G
h COUPUNGS(FERNCO OR APPROVED EQUAL).
p Off, AN
CONCRETE B. CONCRETE MAIN -CORE -DRILLED WITH ROMAC SADDLE
BLOCKING aPM\N 1`' 15 C��OL (OR APPROVED EQUAL).
G°N_ 27 MIN SLOPE C. PVC MAIN -CORE -DRILLED WITH ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS
HORIZONTAL D. DUCTILE IRON MAIN -CORE -DRILLED WITH ROMAC SADDLE
6" SIDE OUTLET TEE (OR APPROVED EQUAL). _
SEWER MAIN SEWER MAIN
6" MIN. E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL
CONCRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION STRUCTURE SHALL BE CORE -DRILLED.
ELEVATION
NOTE:
S=370304
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTYLINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
L::) STANDARD SIDE SEWER INSTALLATION
SEWER MAIN TO PROPERTY LINE)
STD. PLAN - 406.1
REMENDED FOR APPROVAL
By: R,CL^t Date: It 19
By: Date:
By: Date:
By: Date:
SURVEYED rile SCALE "°'�` ""`�'°% .A'. >} NE 7TH SHORT PLATS / /
xasarrtr: xw ,9v ,,,, O6 20 2013
CITY OF DONOGH HOMES/ ENDURE INVESTMENTS f1°�°°'°
D.L. OFFS, P.E. � RENTON ' LLC
D.L. OFFE, P.E. I as 2/«r I DATUM SEWER DETAILS & NOTES ^^^
ATi(Au Planning/Building/Public Works Dept.
No. REVISION BY DATE APPR<* 3513 / 3517 & 3603 NE 7th STREET
c 8 a:1
/-t�-§=3-)030 0L:S-3703od'O... I I S E W E R
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
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.
-
BEDDING MATERIAL • A = 4" MIN. 27" I.D. AND UNDER
FOR FLEXIBLE PIPE B 6" MIN. OVER 27" I.D.
(SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWER
Y 0 ADOPTED
FOUNDATION LEVEL CITY OF RENTON
_L STANDARD
STANDARD PLAN9
(CLASS F DESIGN) Nj0 LET DATE'4/a7
0-4-97 RrIm E note 4 Dcv DT
BEDDING FOR FLEXIBLE PIPE z -z1 -e1 RaNeetl notm, 4,5,7,k H. Atltletl note 8 KJ ----
DATE I REVISION BY APPR DWG. NAME: BW78C SP PAGE: 8077 - -'1..
07 PIPE BEDDING FOR SANITARY SEWER
H
4" STUD MARKER POST PAINTED
WHITE WITH THE WOR "SEWER' STENCILED
PROPERTY LINE IN 3" HIGH BLACK LETTERS AND #6 PARE
z - - WRAPPED AROUND THE SND AND
EXTENDED TO THE TOP OF THE STUD.
0 12 FUTURE [zxf
6" BUILDING SEWER PIPE BUILDING SEWER y
TEE WITH 6" SIDE OUTLET m In
SURFACE
WYE WITH A N
SURFACE CLEANOUT WITH o -4
w ro
6" SIDE SEWER AND BUILDING SEWER a CAST IRON RING R COVER(EASw
a
2975 975OR APPROVED QUAL, JORDAN IRON WORKS y
SPECIFY SEWER' ON UD,
SEE STD. PLAN 403.1 FOR
INSTALLATION) >
.4
60" ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS O
FOR CAST IRON PIPE TO MAIN LINES ARE AS FOLLOWS:
OR DUCTILE IRON PIPE OVt A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE w
1:3:5 MIX G
h COUPUNGS(FERNCO OR APPROVED EQUAL).
p Off, AN
CONCRETE B. CONCRETE MAIN -CORE -DRILLED WITH ROMAC SADDLE
BLOCKING aPM\N 1`' 15 C��OL (OR APPROVED EQUAL).
G°N_ 27 MIN SLOPE C. PVC MAIN -CORE -DRILLED WITH ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS
HORIZONTAL D. DUCTILE IRON MAIN -CORE -DRILLED WITH ROMAC SADDLE
6" SIDE OUTLET TEE (OR APPROVED EQUAL). _
SEWER MAIN SEWER MAIN
6" MIN. E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL
CONCRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION STRUCTURE SHALL BE CORE -DRILLED.
ELEVATION
NOTE:
S=370304
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTYLINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
L::) STANDARD SIDE SEWER INSTALLATION
SEWER MAIN TO PROPERTY LINE)
STD. PLAN - 406.1
REMENDED FOR APPROVAL
By: R,CL^t Date: It 19
By: Date:
By: Date:
By: Date:
SURVEYED rile SCALE "°'�` ""`�'°% .A'. >} NE 7TH SHORT PLATS / /
xasarrtr: xw ,9v ,,,, O6 20 2013
CITY OF DONOGH HOMES/ ENDURE INVESTMENTS f1°�°°'°
D.L. OFFS, P.E. � RENTON ' LLC
D.L. OFFE, P.E. I as 2/«r I DATUM SEWER DETAILS & NOTES ^^^
ATi(Au Planning/Building/Public Works Dept.
No. REVISION BY DATE APPR<* 3513 / 3517 & 3603 NE 7th STREET
c 8 a:1
/-t�-§=3-)030 0L:S-3703od'O... I I S E W E R