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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 NEATUNE 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. 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 MIN F MIINNN IMIN MIN
• SEE DWG# HR -05 FOR MINIMUM STANDARDS
FACE OF CURB OR
EDGE OF PAVEMENT
2" CLASS '8'
CENTER LINE OR
LANE UNE
TYPICAL PATCH R
N.T.S.
6.5' MIN.
1' ' 2.5' 1' 1'
MIN IMIN MIN MINIMIN
�•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 or RNR9N
mYmem w9
18I 9.n: 12/9e 5
DWG. NAME: HR -23 SP PAGE: H032A
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFE, P.E.
•
♦♦♦♦♦♦♦♦♦♦♦♦♦♦
1♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦,
♦♦♦♦♦♦♦♦♦♦♦♦♦♦
• � �i ♦i!i ♦i ♦i ♦i ♦i!i!i!i!i4i4i!i
(SEE NOTE 8)
i ♦i ♦i i•0 >!i ♦i�
♦ ♦ ♦ ♦1 ♦ ♦♦
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)-
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) -
FOUNDATION LEVEL
(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
1:3:5 MIX
CONCRETE
BLOCKING
NOTES:
LIMITS OF PIPE ZONE
1.
PROVIDE UNIFORM SUPPORT UNDER BARREL
BOLTHOLES - 3 PLCS
2.
HAND TAMP UNDER HAUNCHES.
A
o EQUALLY SPACED ]20•
•
•
3.
APART ON
23 1/16' (586nn>
1/4 O.D.
HANG TAMP ONLY.
C
DIA B.C. (SEE DETAIL)
SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
C
3/4 O.D.
0
d
1/8 O.D.
O.D.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
A
V
T_
5.
TRENCH SACKFUL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE
R
Dy
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
E-' N
BACKFILL MATERIAL
6.
t
LIMITS OF PIPE ZONE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
SEWER
A
7.
SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
6
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
COVER BOTTOM VIEW
S.
PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
COVER & FRAME
MAINTAINED.
PLAN VIEW
V.- 25' DIA --.1
[635nn] 1'
(3E ) BLT SOC. (ALLEN HEAD)
5/8' -11 K 1.5 SS
RUBBER WASHER
[19nn]
8 2 112'
2 1/2'
I.
[222n'
TYP
E
COVER SECTION VIEW
EON BOLTING DETAIL
26 1/2' DIA
[673nn]
25 1/4• DIAL
-I
i /4' <6rm6aDIA) 127 1
[16nn1
27 n]
NEDPRENE GASKET
-f 6.
9•
[152nn)
[3nn]
T
5/8' J
06nn]
1
23 3/8' DIA CL OPEN
[594n n1 �
VB'
[R3nn1
GASKET GROOVE DETAIL
27 5/16' DIA
[694nn]
34 1 /8' DIP
[867nn] 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 ").
Q
�. PLAN - 401
"�•
PUBLIC WORKS
MANHOLE FRAME AND COVER
DEPARTMENT
DECEMBER 2008
•
♦♦♦♦♦♦♦♦♦♦♦♦♦♦
1♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦,
♦♦♦♦♦♦♦♦♦♦♦♦♦♦
• � �i ♦i!i ♦i ♦i ♦i ♦i!i!i!i!i4i4i!i
(SEE NOTE 8)
i ♦i ♦i i•0 >!i ♦i�
♦ ♦ ♦ ♦1 ♦ ♦♦
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)-
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) -
FOUNDATION LEVEL
(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
1:3:5 MIX
CONCRETE
BLOCKING
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.
•
•
3.
COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE
B
1/4 O.D.
HANG TAMP ONLY.
C
4.
SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
C
3/4 O.D.
OF THE STANDARD SPECIFICTATIONS 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. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18'.
T_
5.
TRENCH SACKFUL 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
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7.
SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
6
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
S.
PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
LIMITS OF PIPE ZONE
1' -0"
• 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 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.
-
• A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27' I.D.
4-4-97
Cone " note 4
i
ai
2 -21 -91
ReN nolee. 4,5,7,& B. A84ed note 6
KJ
- - --
DATE
REVISION
BY
PR
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CITY OF RENTON
311tID11m P7l1T.9
N LST DATE:4 /97
DWG. NAME: BWI8C SP PAGE:B077
PIPE BEDDING FOR SANITARY SEWER
6" BUILDING SEWER PIPE
WITH G" SIDE OUTLET
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
6" SIDE OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
I 2'k 4" STUD MARKER POST PAINTED
WHITE WITH THE WON "SEWER* STENCILED
PROPERTY UNE IN 3" HIGH BLACK LETTERS AND /6 WIRE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
12'
/FUTURE
UILDING SEWER
w
z
" WYE WITH A
SURFACE CLEANOUT WITH
w CAST IRON RING COVER
(EAST JORDAN IRON WORKS
a 2975 OR APPROVED EQUAL,
SPECIFY 'SEWER' LID,
SEE STD. PLAN 403.3. 1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS
TO MAIN LINES ARE AS FOLLOWS:
j A NTRinED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE
COUPUNGS(FERNCO OR APPROVED EQUAL).
pN1N0 B. CONCRETE MAIN - CORE - DRILLED WITH ROMAC SADDLE
15 G (OR APPROVED EQUAL).
C� 2 %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
(OR APPROVED EQUAL).
R MAIN E MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL
BE AT MANUFACTURED KNOCK -OUTS OR THE
TYPICAL SIDE SEWER ELEVATION 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
�J (SEWER MAIN TO PROPERTY LINE)
STD. PLAN - 406.1 F-
CITY OF
ry y, SURVEYED xormnxR� xn lvaa iecl �� )1�
SCALE
D.L. OFFS, P.E.
DATUM
U-111IN RENTON
D.L. OFFE, P.E. i E W Planning /Building /Public Works
Dept.
"T IiE Op/19/2013 NO. REVISION BY DATE APPR
hi4
a
RECOMMENDED FOR APPROVAL
Date:
Date:
Date:
Date:
NE 7TH NORTH SHORT PLAT
KRRV DEVELOPMENT, LLC
SEWER DETAILS & NOTES
3506 NE 7th STREET
C '�) : S - -:?, -? I 0 G'1
09/2 013
©uffll
7 "11
N
Li
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Z
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 NEATUNE 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. 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 MIN F MIINNN IMIN MIN
• SEE DWG# HR -05 FOR MINIMUM STANDARDS
FACE OF CURB OR
EDGE OF PAVEMENT
2" CLASS '8'
CENTER LINE OR
LANE UNE
TYPICAL PATCH R
N.T.S.
6.5' MIN.
1' ' 2.5' 1' 1'
MIN IMIN MIN MINIMIN
�•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 or RNR9N
mYmem w9
18I 9.n: 12/9e 5
DWG. NAME: HR -23 SP PAGE: H032A
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFE, P.E.
•
♦♦♦♦♦♦♦♦♦♦♦♦♦♦
1♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦,
♦♦♦♦♦♦♦♦♦♦♦♦♦♦
• � �i ♦i!i ♦i ♦i ♦i ♦i!i!i!i!i4i4i!i
(SEE NOTE 8)
i ♦i ♦i i•0 >!i ♦i�
♦ ♦ ♦ ♦1 ♦ ♦♦
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)-
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) -
FOUNDATION LEVEL
(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
1:3:5 MIX
CONCRETE
BLOCKING
NOTES:
LIMITS OF PIPE ZONE
1.
PROVIDE UNIFORM SUPPORT UNDER BARREL
BOLTHOLES - 3 PLCS
2.
HAND TAMP UNDER HAUNCHES.
A
o EQUALLY SPACED ]20•
•
•
3.
APART ON
23 1/16' (586nn>
1/4 O.D.
HANG TAMP ONLY.
C
DIA B.C. (SEE DETAIL)
SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
C
3/4 O.D.
0
d
1/8 O.D.
O.D.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
A
V
T_
5.
TRENCH SACKFUL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE
R
Dy
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
E-' N
BACKFILL MATERIAL
6.
t
LIMITS OF PIPE ZONE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
SEWER
A
7.
SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
6
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
COVER BOTTOM VIEW
S.
PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
COVER & FRAME
MAINTAINED.
PLAN VIEW
V.- 25' DIA --.1
[635nn] 1'
(3E ) BLT SOC. (ALLEN HEAD)
5/8' -11 K 1.5 SS
RUBBER WASHER
[19nn]
8 2 112'
2 1/2'
I.
[222n'
TYP
E
COVER SECTION VIEW
EON BOLTING DETAIL
26 1/2' DIA
[673nn]
25 1/4• DIAL
-I
i /4' <6rm6aDIA) 127 1
[16nn1
27 n]
NEDPRENE GASKET
-f 6.
9•
[152nn)
[3nn]
T
5/8' J
06nn]
1
23 3/8' DIA CL OPEN
[594n n1 �
VB'
[R3nn1
GASKET GROOVE DETAIL
27 5/16' DIA
[694nn]
34 1 /8' DIP
[867nn] 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 ").
Q
�. PLAN - 401
"�•
PUBLIC WORKS
MANHOLE FRAME AND COVER
DEPARTMENT
DECEMBER 2008
•
♦♦♦♦♦♦♦♦♦♦♦♦♦♦
1♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦,
♦♦♦♦♦♦♦♦♦♦♦♦♦♦
• � �i ♦i!i ♦i ♦i ♦i ♦i!i!i!i!i4i4i!i
(SEE NOTE 8)
i ♦i ♦i i•0 >!i ♦i�
♦ ♦ ♦ ♦1 ♦ ♦♦
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)-
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) -
FOUNDATION LEVEL
(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
1:3:5 MIX
CONCRETE
BLOCKING
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.
•
•
3.
COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE
B
1/4 O.D.
HANG TAMP ONLY.
C
4.
SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
C
3/4 O.D.
OF THE STANDARD SPECIFICTATIONS 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. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18'.
T_
5.
TRENCH SACKFUL 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
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7.
SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
6
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
S.
PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
LIMITS OF PIPE ZONE
1' -0"
• 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 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.
-
• A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27' I.D.
4-4-97
Cone " note 4
i
ai
2 -21 -91
ReN nolee. 4,5,7,& B. A84ed note 6
KJ
- - --
DATE
REVISION
BY
PR
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CITY OF RENTON
311tID11m P7l1T.9
N LST DATE:4 /97
DWG. NAME: BWI8C SP PAGE:B077
PIPE BEDDING FOR SANITARY SEWER
6" BUILDING SEWER PIPE
WITH G" SIDE OUTLET
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
6" SIDE OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
I 2'k 4" STUD MARKER POST PAINTED
WHITE WITH THE WON "SEWER* STENCILED
PROPERTY UNE IN 3" HIGH BLACK LETTERS AND /6 WIRE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
12'
/FUTURE
UILDING SEWER
w
z
" WYE WITH A
SURFACE CLEANOUT WITH
w CAST IRON RING COVER
(EAST JORDAN IRON WORKS
a 2975 OR APPROVED EQUAL,
SPECIFY 'SEWER' LID,
SEE STD. PLAN 403.3. 1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS
TO MAIN LINES ARE AS FOLLOWS:
j A NTRinED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE
COUPUNGS(FERNCO OR APPROVED EQUAL).
pN1N0 B. CONCRETE MAIN - CORE - DRILLED WITH ROMAC SADDLE
15 G (OR APPROVED EQUAL).
C� 2 %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
(OR APPROVED EQUAL).
R MAIN E MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL
BE AT MANUFACTURED KNOCK -OUTS OR THE
TYPICAL SIDE SEWER ELEVATION 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
�J (SEWER MAIN TO PROPERTY LINE)
STD. PLAN - 406.1 F-
CITY OF
ry y, SURVEYED xormnxR� xn lvaa iecl �� )1�
SCALE
D.L. OFFS, P.E.
DATUM
U-111IN RENTON
D.L. OFFE, P.E. i E W Planning /Building /Public Works
Dept.
"T IiE Op/19/2013 NO. REVISION BY DATE APPR
hi4
a
RECOMMENDED FOR APPROVAL
Date:
Date:
Date:
Date:
NE 7TH NORTH SHORT PLAT
KRRV DEVELOPMENT, LLC
SEWER DETAILS & NOTES
3506 NE 7th STREET
C '�) : S - -:?, -? I 0 G'1
09/2 013
©uffll
7 "11
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co
LO
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Cv)
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SS
(S- 659)
FX. S.S. MANHOLE
cc tJM=dfijEj L
0 IE=378.68. 8" MW)
= IE=378.78, 8" (NE) -NEW
• SS^
Z
+-' 281-F. 8" PVC SS
® S=1*!JF-W
W L2.04`/
Z NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL I
I
PRIVATE ROAD INT'X / I
STA. 17+24.98, NE 7th St. I
STA. 20+00, OLYMPIC AVE. NE
CENTER 20' DRIVEWAY APRON
--- -- — Wth
- .—STM.----� -- ---'-
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u D RIM=393.0
DO \
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J. FF ELEV=395.0
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A
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RIM -394.3
oma,
�9
00
MIN. FF ELEV=397.0
AA.bE,60°0N
00 66Z
ALL
AT
SANITARY SIDE
MINIMUM SLOPE=2.00%,
MANHOLE FRAME AND COVER
STUBS SHALL BE PVC PLACED
TYPICAL.
wz
0 0
PER DRAMING 401.
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1
b
L7
4° MIN. TO
12• MAX.
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II�i
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24"
STA. 21 +75.0 5.5' LT.
I
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III' 11111111 111 6 1
STA. 17+19.87 5.01T.
SSMH 1, SHALLOW -54"
S
SSMH 2, SHALLOW -54
RIM= �Ue�
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.
RIM -395.0
L6 -j
II (
NOTES,
1. STEPS TO BE POLYPROPttENE SAFETY STEPS
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
p�
3. CASING TO BE PER DRAWING 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. OPENING SHOULD BE ON DOWNSTREAM SIDE
6. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEMER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING
CHANNELING. COATED (SEALED) M R1 A HIGH SOLIDS URETHANE COATING;
WASHER MC-AROSNIELD OR APPROVED EWAL; COLOR OF COATING SHALL BE WHITE.
a RUBBER GASKETED JOINTS SHALL RE IN CONFORMANCE PATH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE
LARGEST PIPE
10, CONNECTIONS To MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL
BOOTS OR APPROVED EQUAL
PUBLIC WORKS
EANI TARY MANHOLE
81'D. Lemli — d002
DEPARTMENT
SHALLOW
MARCH 2008
--- -- — Wth
- .—STM.----� -- ---'-
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DO \
'
o+
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rn I I
J. FF ELEV=395.0
a0
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A
00 vp
r
40020
"o
--T_—_—WM— — T
5 -----STM------
RIM -394.3
oma,
�9
00
MIN. FF ELEV=397.0
AA.bE,60°0N
00 66Z
ALL
AT
SANITARY SIDE
MINIMUM SLOPE=2.00%,
I IIII����IIIIII
STUBS SHALL BE PVC PLACED
TYPICAL.
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0 0
E z --3
1
,I
L7
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II�i
1�
O
STA. 21 +75.0 5.5' LT.
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IIigI IIII II,
III' 11111111 111 6 1
STA. 17+19.87 5.01T.
SSMH 1, SHALLOW -54"
S
SSMH 2, SHALLOW -54
RIM= �Ue�
IE=.ifiMi 8 )
III
RIM=389,
IES*!S 6"�IN) 386.66 Mtb-cL4NNrg.
IE=BeaBiO, 8" OUT)
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at011110l� AVENUE NE
p�
ALP& ON
--- -- — Wth
- .—STM.----� -- ---'-
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u D RIM=393.0
DO \
'
o+
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rn I I
J. FF ELEV=395.0
a0
Oma`'
A
00 vp
r
40020
"o
--T_—_—WM— — T
5 -----STM------
RIM -394.3
oma,
�9
00
MIN. FF ELEV=397.0
AA.bE,60°0N
00 66Z
ALL
AT
SANITARY SIDE
MINIMUM SLOPE=2.00%,
SEWER
STUBS SHALL BE PVC PLACED
TYPICAL.
wz
0 0
E z --3
1
IE=389.50, 6"
NOTEI
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, 1-800-424-5555
o yp
o
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I o.
I�
Iz
® 1m
m
ICP
MIN. FF ELEV=397.0
N
O 9,p
I
I
Q
o yp
000
o'
SHALLOW Y SEWER
MANHOLES S
ANHOESS PEIRASTANDARD S=37 10
PLAN #400.2
I,
SSMH 1 SHALLOW -54" o p z
RIM=389.80
8"CUT) 30Z•fs KtD-U}An1NtL = mom
380: I I IE=�JPJs, 8" 1N : < : N 380
...............:�^A ............. ........... ........... .......N .... ....... .... ....... .......
rT ... .....
L�,i 28LF.,:B" PVC SS®II�Yii6lZ,Od°l
T EX; S.S. MANHOLE 'VENUE N:E = II
RIM=388.68 N 2 w
IE=378.68, 8':(S,W) : 21+00 -- 22+00
....2...... ......IE=378.78, -.: N.. NEW i ................._........_........ - .._............._........... --- - M.
Date,
Date,
Date,
OFFEENGINEERS �y°�� S�REESURVEY&MAPPING M o;d�,,,, 09/25/2013
13932 SOUTHEAST 159TH PLACE qe: ' - Z A . OFFE, P.E. SCALE •� REN TON NE 7TH NORTH SHORT PLAT
CITY OF
„u KRRV DEVELOPMENT, LLC
RENTON, WASHINGTON 98058 A, 21� 1 D.L OFFS, P.E. uENx DATUM SEWER PLAN & PROFILE S
PHONE: 425-260-3412 • c o.
�."K� ` Planning/Building/Public Works Dept. 3506 NE 7Th STREET
CONTACT: DARRELL OFFE, P.E. s`S�oNAi• F'� NO. REVISION BY DATE APPR TAWAWm scvE AC°tR0 y m
12/19/2013 6 11
SEWER
TO
TO
J_
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0 0
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1
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