HomeMy WebLinkAboutS-373902RitO
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SEWER
1.
2.
3.
4.
GENERAL NOTES
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.
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.
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.
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
EQUALLY SPACED 12P
2.
Q5.
APART ON 23 1/16' (586-)
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
J
DIA B.C. (SEE DETAIU
3.
d 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
F" 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
Ir
C 3/4 O.D.
Q 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE
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SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
n
SEWER o O
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
9. BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE
Z
COVER BOTTOM VIEW
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
O
COVER & FRAME
95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE
F_
PLAN VIEW
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE
z
25' DIA. 635nn] I- 1• (3 ) BLT 500. (ALLEN 2 SS
314• j- [25nn] 5-11 x LS SS
THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
LLJ
R.U B B\ER VASHER
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATION S
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW UNE IS
I
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT
MAINTAINED.
222nn] [69nn1
SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE
TYP
PLACED IMMEDIATELY AFTER BACKFlLL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
COVER SECTION VIEE W
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
25 114• n1A
1/4'
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
xEDP(6RENE CASKET fJ
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD
7]
nn]
61
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING
152nn] [3nn1
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND
7 -
J.
R3ml
5/8' J 23 3/8' IN A CCL OPEN
COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
u6nm [s/ GASKET GROOVE DETAIL
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE
2] 5/16' DIA
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
1867.) NOTES:
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
IMIN MINI MINI 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 (MINI MIN IMINMIN
ACP CLASS 'E' OR '8'
6" CRUSHEDSURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
ADOPTED
CQP OF IODWOB
WAKINIRDIm ' PY19DR4IyeB
DWG. NAME: HR -23 SP PAGE: H032
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
N.T.S.
OFFE ENGINEERS "%
27450 ..:•`
F
13932 SOUTHEAST 159TH PLACERENTON, WASHINGTON 98058 Z
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFE, P.E. Eli 4' NO. REVISION
INC.
D.L. OFFE, P.E.
BY I DATE I APPR I iP°'A1i4D
BACKFILL MATERIAL
SEE NOTE 5)
CONCRETE CLASS C
SEE NOTE 8)
FOUNDATION LEVEL-
BACKFlLL MATERIAL
SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
SEE NOTE 6)
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
SEE NOTE 7) -
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) -,
CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
NOTES:
BOLTHDLES - 3 PLCS
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
EQUALLY SPACED 12P
2. HAND TAMP UNDER HAUNCHES.
APART ON 23 1/16' (586-)
4" MIN.
1/41.D.
12" MAX.
BY
DIA B.C. (SEE DETAIU
3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY OVER PIPE
B 1/4 O.D.
HAND TAMP ONLY.
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4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
C 3/4 O.D.
OF THE STANDARD SPECIFlCTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS.
RE-
O.D.
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 ".
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5. TRENCH BACKFlLL SHALL CONFORM TO "BACKFlLUNG SEWER TRENCHES" IN THE
SEWER o O
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
COVER BOTTOM VIEW
SACKFUL MATERIAL.
COVER & FRAME
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
PLAN VIEW
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
25' DIA. 635nn] I- 1• (3 ) BLT 500. (ALLEN 2 SS
314• j- [25nn] 5-11 x LS SS
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
R.U B B\ER VASHER
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATION S
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW UNE IS
I
MAINTAINED.
222nn] [69nn1
TYP
COVER SECTION VIEE W
EON BOLTING DETAIL
26 1/2' DIA
673nn]
25 114• n1A
1/4' 1 1116- 1 1/16'
2 rV4' n DIA 027-1
1xEDP(6RENE CASKET fJ
7]
nn]
61152nn] [3nn1
7 -
J.
R3ml
5/8' J 23 3/8' IN A C CL OPEN
u6nm [s/ GASKET GROOVE DETAIL
2] 5/16' DIA
694nn]
34 1/8' DIA
1867.) NOTES:
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
DRAIN" ON COVER), SANITARY (SPECIFY
SEWER "). OR WATER (SPECIFY "WATER ").
Y PLAN - 401
1• PUBLIC WORKS MANHOLE FRAME AND COVERDEPARTMENT
DECEMBER 2006
4' NO. REVISION
INC.
D.L. OFFE, P.E.
BY I DATE I APPR I iP°'A1i4D
BACKFILL MATERIAL
SEE NOTE 5)
CONCRETE CLASS C
SEE NOTE 8)
FOUNDATION LEVEL-
BACKFlLL MATERIAL
SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
SEE NOTE 6)
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
SEE NOTE 7) -
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) -,
CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
B
LIMITS OF PIPE ZONE
1' -0"
NOTES:
LIMITS OF PIPE ZONE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL
CLASS C
2. HAND TAMP UNDER HAUNCHES.
A
4" MIN.
1/41.D.
12" MAX.
BY APPR
3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY OVER PIPE
B 1/4 O.D.
HAND TAMP ONLY.
1/8 D.D.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
C 3/4 O.D.
OF THE STANDARD SPECIFlCTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS.
cB4
O.D.
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 ".
A
T_ 5. TRENCH BACKFlLL SHALL CONFORM TO "BACKFlLUNG 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
SACKFUL MATERIAL.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
LIMITS OF PIPE ZONE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
T. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATION S
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW UNE IS
MAINTAINED.
B
LIMITS OF PIPE ZONE
1' -0"
A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27' I.D.
4-4-8]
BEDDING CLASS DESIGN
DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F
A
4" MIN.
1/41.D.
12" MAX.
BY APPR
ZERO
B 1/4 O.D. 1/2 D.D. 1/8 D.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.
4-4-8] Cwra0letl note 4 DCV DT
2 -2f -BI Revbetl notes, 4,5.],4 B. AtltlM note 8 KJ
DATE I REVISION BY APPR
PIPE BEDDING FOR SANITA
PIPE BEDDING FOR SANITARY SEWER
Y ADOPTED
CITY OP BENIGN
STANDARD PLANS
N S LET MTE: 4 /97
DWG. NAME: BW18C SP PAGE: B077
I
z
2 "x 4" STUD MARKER POST PAINTED
WHITE WITH THE WOR *SEWER" STENCILED 0 `J
PROPERTY UNE _ IN 3" HIGH BLACK LETTERS AND #6 WIRE n n CiWRAPPEDAROUNDTHESTUDAND
EXTENDED TO THE TOP OF 7HE STUD. .Z-I
0
10
FUTURE O
6" BUILDING SEWER PIPE BUILDING SEWER a+ =
W N N C)
TEE WITH 6" SIDE OUTLET
SURFACE WYE WITH A 1
p ' SURFACE CLEANOUT WITH a > WCASTIRONRINGCOVERn , 6" SIDE SEWER AND BUILDING SEWER a
rc (EAST JORDAN IRON WORKS Z
2975 OR APPROVED EQUAL, m
u
SPECIFY 'SEWER' U
SEE STD. PLAN 403.3. 1 FOR a
INSTALLATION) (!)
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
DO
1:3*MIX
COBL PM\25
SLOPE
6' SIDE OUTLET TEE
HORIZONTAL
EWER MAIN LSR MAIN
6" MIN. CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS
TO MAIN LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE
COUPUNGS(FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CORE -DRIUID NTH ROMAC SADDLE
OR APPROVED EQUAL).
C. PVC MAIN - CORE - DRILLED WITH ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS
D. DUCTILE IRON MAIN- CORE - DRILLED WITH 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.
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.
STANDARD SIDE SEWER INSTALLATION
SEWER MAIN TO PROPERTY LINE)
STD. PLAN - 406.1 F-
wmrx ruw I
SCALE Iw NW , IOU, as CITY OF
RENTON
O1EeM" DATUM
AT ax. r..c Planning /Building /Public Works Dept.
F K0I QE M?I
5(J!E /0.CADNYY
G`D
5- 313902
By: " Date: • /o.
By: Date:
By: Date:
By: Date:
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
SEWER DETAILS & NOTES
NE 2nd COURT / NILE AVENUE NE
02/15/201'
owr.0 (a
10 DI'15
EWES