HomeMy WebLinkAboutWWP2703340.180
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PORTION OF SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M.
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3 4" SQUARES SPACED - 3 4"
AS INDICATED - HT. 1/8"
" ❑ ❑El 0
3' MIN.
6" BUILDING SEWER BUILDING SEWER PIPES
TEE WITH 6" SIDE OUTLET
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6" SIDE SEWER AND BUILDING SEWER
PROPERTY LINE
6'
FUTURE
BUILDING SEWER
2"x 4" STUD SERVICE MARKER
°A/NT UPPER PORT70N WHITE
4NS STENCIL ON SIDE WORDING
SEWER" WITH 3" HIGH BLACK
STEERS. AND 16 WIRE WRAPPED
4ROUND THE STUD AND EXTENDED
TO THE TOP OF THE STUD.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNEC77NG NEW SIDE SEWERS TO EXIS77NG MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND CI
PIPE SEWER MAINS ARE TO BE CORE DRILLED
a 60" ALLOWABLE MAX. T UNLESS
OTHERWISE SHOWN ON PLAN, SIDE
m Doh FOR CAST IRON PIPE TN
a 1:3.5 M/X Vd� �NG SEWER SHALL HAVE A MINIMUM 2.5' COVER
a CONCRETE OR DUCTILE IRON PIPE. GLE OGK AT PROPERTY LINE OR 3-5' LOWER THAN
a BLOCKING a'i N 25 X, PE1� BL THE LOWEST HOUSE ELEVATION, WHICHEVER
�� Is LOWER.
GO 2% MIN SLOPE
6" SIDE OUTLET TEE HORIZONTAL
6" MIN.
SEWER MAIN SEWER MAIN
F CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
U a OF TEE AT MAIN OVER 25 ELEVATION
00 x S TA NDA RD SIDE SE WER INS TA L L A TION DE TA IL
a 0 NOT TO SCALE CITY OF RENTON DWG. NAME. • BR39
SP PAGE. B078
CAS77NG INLAND FDRY
r N OR EQUAL. PT.#714
z SEE DETAIL 5.1.4.
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o 25" ADJU57MENT (4" MIN.)
a OF ♦ �0 12" MAX.
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21 "
. MORTAR JOINTS
RAISE-
W/DE Bi
SANITARY SEWER CLEANOUT DETAIL
NOT TO SCALE CITY OF RENTON DWG. NAME: BW188
SP PAGE: B076
4" MIN.
STEPS - 3/4" DEFORMED BAR EX. SSMH 8858 -
STEPS SHALL BE INCLUDED
6-1/21-NOTE,
7' MIN. MJ TEE AND BEND
48" SHALL HAVE RESTRAINT
CONCRETE RISER BY PIPE INC. JOINTS
OR APPROVED EQUAL.
12" (TYP)
D
D
MAX. PIPE SIZE - 21 " LD.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
EX. 12" IE 390.07 (OUT)
MORTAR 1
FILLET De CONCRETE SHELF
e PRECAST BASE SECTION
OR CAST IN SHELF.
6" MIN. D u
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SANITARY SEWER MANHOLES SHALL HAVE
ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE
COATING; WASSER MC-CONSEAL OR APPROVED
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EQUAL; COLOR OF COA77NG SHALL BE WHITE
SANITARY MANHOLE TYPICAL DETAIL
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NOT TO SCALE CITY OF RENTON DWG. NAME. • BR28
SP PAGE: B071
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SANITARY SEWER NOTES AND SPECIFICAllONS•
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1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
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SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF
THE WSDOT/APWA STANDARDS AND SPECIFICA PONS.
2. THE HOURS OF WORK 1N THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO
8:30 AM TO 3.•30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED /N
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WRI77NG BY THE TRANSPORTATI0N DIVISION AT 277-6222. ALL STREET
CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE
TRANSPORTATION DIVISION 24 HOURS IN ADVANCE THE POLICE
DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS
IN ADVANCE.
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J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "STANDARD
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FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED
5;SPECIFICATIONS
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BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION,
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LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
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4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
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SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE
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5. A PRECONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR
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TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A
REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS
IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
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SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
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OTHERS ON THE CONSTRUCTION SITE.
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1/2" DIA BLIND FLANGE AS DAM
2 8" DI TEE (MJ)
NEW 8" (IN)
KOR-N-SEAL CONNECTOR
`- CORE DRILLED
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5/8" ANCHOR BOLTS
RELINER STAINLESS STEEL ADJUSTABLE
� N CLAMPING BRACKETS OR APPROVED EQUAL
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4" MAX.
< CHANNELIZE SHELF
MIN. 2 DEEP
oe4.
o 8" !E 390.82
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NOTES•
1. DROP TEE TO BE INSTALLED MINIMUM OF 3' BELOW CONE SECTION
2. INSIDE DROP MANHOLE SHALL BE INSTALLED ONLY WHERE APPROVED BY THE CITY
J. INSIDE DROP /S ONLY ALLOWED ON EXISTING MANHOLES.
4. CORE DRILL OPENINGS FOR NEW PIPE.
5. RECHANNEL BASE NTH 3000 PSI CONCRETE HEIGHT OF CHANNELS SHALL BE
NO LESS THAN 3/4 OF PIPE DIAMETERS
6. RELINER STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL
SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP
PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE
INSTALLED WITH A MIN/MUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE
ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT
CONNECTION POINTS.
INSIDE DROP SANITARY MA NHO_L E DETAIL
NOT TO SCALE
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET
USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES
DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS /N PROGRESS.
10. 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.
11, BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN
LAYERS NTH A LOOSE AVERAGE DEPTH OF 5 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.
12. 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.
-1[--112" WEB 8 PL.
FRAME (NON -LOCKING)
A
/�-1/2„ (TYP)
1-7 8"
o - (TYP) o /4
1 2" x 3" x 3/8"
NON-SKID PATTERN
CAST INTEGRAL ON TOP
,
COVER (NON -LOCKING)
25-1 4"
II 24" r1" 61,
�3/4"
�1-1/4'°
23-1/4"
1 " SEA T SECTION A -A
FOR 5/8 "-11 N. C. x 1-1/4 " 5/8" 3/8" 1-3/8"`
S.S. SOC. HD. CAP SCREW (3 REQ D.)
B TYPICAL NON-SKID F I�
PATTERN 2-112" 2"
25,E
SECTION B-B
/ REQD. SEE NOTE No.3 BELOW
f UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
AND TAP 5/8"-t t N.C. 1-1/2" CORE(TYP.) (LOCKING)
ON 23" B.C.(TYP. 3 PL.) NOTES:
FRAME (LOCKING) COVER 1. FOR NON -LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL.
2. FOR LOCKING LID USE OL YMPIC FOUNDRY No. MH 30 D/T OR EQUAL.
J. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER").
MANHOLE FRAME AND COVER DETAIL
NOT TO SCALE
W SEE NO7E 4
LIMITS OF PIPE ZONE
BACKFILL MATERIAL I i
(SEE NOTE 5)
6"
CONCRETE CLASS C BEDDING MATERIAL
(SEE NOTE 8) C FOR FLEXIBLE PIPE
FOUNDATION LEVEL (SEE NOTE 7)
FOUNDAT70N LEVEL
�B
(CLASS A DESIGN) A
W (SEE NOTE 4)
LIMITS OF PIPE ZONE
BACKFILL MA TER/AL i
(SEE NOTE 5)
6"
BEDDING MATERIAL
Im
CITY OF RENTON DWG. NAME. • BR29
SP PAGE. • 8074
W (SEE NO7F 4) 1 LIMITS OF PIPE ZONE
i
1'
B
A
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
FOR RIGID PIPE C NOTES•
(SEE NOTE 6)
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
FOUNDATION LEVEL 2 HAND TAMP UNDER HAUNCHES
7AB
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE HAND TAMP ONL Y.
(CLASS B. C. D, DESIGN) 4. SEE `EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECT70N
BEDDING FOR RIGID PIPE OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
THE PIPE ZONE IMLL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I D + 18"
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS _ CLASS-C-
CLASS D
CLASS F
A
4" MIN.
114 I.D.
12" MAX.
•
ZERO
'
B
114 O.D.
112 O.D.
118 O.D.
ZERO
O.D.
(i
314 O.D.
112 O.D.
118 O.D.
O.D.
-
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECT70N 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 SECT70N OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE 'BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECT70N OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
* A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D. PIPE BEDDING FOR SANITARY SEWERS
NOT TO SCALE CITY OF RENTON DWG. NAME: BW18C
SP PAGE: B077
13. DATUM SHALL BE CITY OF RENTON, NAD 198311997 & NA VD 1988.
14. 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 COMPLET70N OF
CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED
FOUNDA77ON IN ACCORDANCE NTH SECTION 7-02.3(1) 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 OF THE FOUNDATION MATERIAL AS
WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO
UNIFORM GRADE SO THAT THE EN77RE 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.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND
MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAINED AREAS, COVER
MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
s-33400B
Checked for Compliance to City Standards
®2007 TRIAD ASSOCIATES
TRIAD
ASSOC IATES
12112 115th Ave. N E
Kirkland, WA 98034-6923
425.821.8448
425.821.3481fax
800.488.0756 toll free
www.triadassoc.00m
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MICHAEL L. MATHESON, PE
PROJECT MANAGER
NICK A. WNGER, PLS
PROJECT SURVEYOR
MICHAEL A. MOODY, PE
PROJECT ENGINEER
JEFFREY L. COX, ASLA
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 7119106
SCALE: HORIZ.: N/A VM.: N/A
EL A.
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41843
�GI S TERF ti
srIONAL
R 3/19/3S
//24/07
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NO. 03_ 185
SIiL'Lf f4U. 34 OF 36
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