HomeMy WebLinkAboutWWP2703392.4LO �6" MIN.
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+ 6" MIN.
TYPICAL --2" MIN.
o MANHOLE ` F 6" MIN. ONE LENGTH OF DUC77LE IRON
L) n I `` PIPE CLASS 50) TO SOLID
1/2 PLUG AS DAM BEARING WHEN SPAN
IS MORE THAN 4'.
FLEX/BLE JOINT
BACKFILL WITH
' COMPACTED MATERIAL
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m 6" MIN. ENGINEER.
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O I CEMENT CONCRETE CLASS C POURED /N PLACE
90' BEND
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DROP CONNEC TI N
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1'
SSE -1 2" 1 •• '
)E BORDER
f 1„ 12"01�
10" FIBER JOINT
9 PACKING
8-3 4" 5/8"
1-1/r1111„ •, 45- (1/8) BEND
�4„
2'
2-7/8
ell
15"
CAST IRON RING AND COVER T
CLASS
e
4-3/4"
„ PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
SANITARY SEWER CLEANOUT DETAIL
NOT TO SCALE
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDA T70N LEVEL-
BACKFILL
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDA77ON LEVEL
CITY OF RENTON DWG. NAME: BW78B
SP PAGE. • B076
W (SEE NOTE 4)
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6"
12" MAX.
4" MIN.
7' MIN.
SE 1/4, SE 1/4, SECTION 10, TOWNSHIP 23N., RANGE 5E., W.M.
OR EQUAL. PT.#714
SEE DETAIL 5.1.4.
25" ,__,1_ADJUS7MENT (4" MIN.)
=[tCONE
21"
MORTAR JOINTS
/a"
6-1/2L--1
48" CONCRETE RISER BY PIPE INC.
OR APPROVED EQUAL.
12" (TYP)
°
MAX. PIPE SIZE - 21 " I.D.
° LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
MORTAR a
FILLET Da CONCRETE SHELF
PRECAST BASE SECT70N
OR CAST IN SHELF. v ,,,
6" MIN.
6" MIN. NOTE.•
SANI TAR Y SEWER MANHOLES SHALL HAVE
ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WI77-1 A HIGH SOLIDS URE774ANE
COA77NG; WASSER MC-CONSEAL OR APPROVED
EQUAL; COLOR OF COA77NG SHALL BE WHITE.
SA CIA TA R Y MANHOLE TYPICAL DETAIL
N07 CITY OF RENTON DWG. NAME. BR28
SP PAGE. • B071
W SEA VOTE 4
LIMITS OF PIPE ZONE
1'
8
91 ,
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
1. PROVDE UNIFORM SUPPORT UNDER BARREL.
TA 2. HAND TAMP UNDER HAUNCHES.
B 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONL Y.
(CLASS B, C. D. DES/GNJ 4. SEE 'EXCAVATION AND PREPARAT70N OF 7RENCH" IN THE SANITARY SEWERS SECTION
BEDDING FOR RIGID PIPE OF THE STANDARD SPECIFICTAT70NS FOR TRENCH WID77-1 "W" AND TRENCHING OPTIONS.
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/4 I.D.
12" MAX.
•
•
ZERO
•
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
i/2 O.D.
1/8 O.D.
O.D.
-
Z I * A = 4" MIN. 27" I.D. AND UNDER
O 6" MIN. OVER 27" I.D.
THE PIPE ZONE WMLL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18".
5. 7RENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECT70N OF 77-IE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED /N 774E
BACKFILL MA TER/AL.
6. SEE `BEDDING MATERIAL FOR RIGID PIPE" 1N THE AGGREGATES SECT70N OF THE
STANDARD SPECIFICAT70NS FOR THE MATERIAL SPECIFICATIONS
7. SEE 'BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECT70N OF
STANDARD SPECIFICA77ON FOR THE MATERIAL SPECIFICATIONS.
8. PIPE MUST BE ANCHORED /N SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
V
w PIPE BEDDING FOR SANITARY SEWERS
ry
O
Z
NOT TO SCALE CITY OF RENTON DWG. NAME: 6W18C
SP PA GE. 8077
3' MIN.
FUTURE
6" BUILDING SEWER PIPE - I _ BUILDING SEWER
Z
TEE WITH 6" SIDE OUTLET ,,
2"x 4" STUD SERVICE MARKER
PAINT UPPER PORTION WH17E
W ANS STENCIL ON SIDE WORDING
o SEWER" Wl7H 3" HIGH BLACK
LETTERS AND #6 WIRE WRAPPED
6" S/DE SEWER AND BUILDING SEWER AROUND THE S7i AND EXTENDED
TO 774TE TOP OF HE STUD.
PROPERTY LINE
6'
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WTH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXIS77NG MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
PIPE SEWER MAINS ARE TO BE CORE DRILLED
60" ALLOWABLE MAX. vT UNLESS OTHERWISE SHOWN ON PLAN, SIDE
k� FOR CAST IRON PIPE THE G SEWER SHALL HAVE A MINIMUM 2.5' COVER
1:3:5 MIX V� �N _
CONCRETE
�,P� 25 OR DUCTILE IRON PIPE. G� ��OGK THE PROPER
OWEST HOUSE ELEVATIrON, WHICHEVER
/M'N MGa GR2% MIN SLOPE IS LOWER.
6" SIDE OUTLET TEE s HORIZONTAL , + _ +
6" MIN.
SEWER MAIN SEWER MAIN
CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
OF TEE AT MAIN OVER 25 ELEVATION
STANDARD SIDE SEWER INSTALLATION DETAIL
NOT TO SCALE CITY OF RENTON DWG. NAME. • BR39
SP PAGE. • B078
---I I- 1/2" WEB 8 PL.
1 2" x 3" x 3 8"
NON-SKID PATTERN
CAST INTEGRAL ON TOP
o
26-3 8"
25-1/4"
24" F1" �6'•
_V/4"
�1-1/4" Tj
23-1 4"
33-1 4"
1 " SEAT SECT/ON A -A
FRAME (NON-LOCK/NG1 COVER (NON -LOCKING)
FOR 5/8"-11 N.C. x 1-1/4" �5/8" 3/8•• r 1,-3/8"
S S
A SOC. HD. CAP SCREW (3 REQ D.)
1/2„ (TYP) B TYPICAL NON-SKID PATTERN
11-718 2'
o (TYP) o A o B 25"
FRAME (LOCKING)
SECT/ON B-B
2" RAISED LETTERS AS
REQ D. SEE N07E No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
N.C. 1-1/2" CORE(TYP.) (LOCKING)
NOTES•
COVER 1. FOR NON -LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL.
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL.
J. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SA NI TARY (SPECIFY "SE WER"), OR WA TER (SPECIFY "WA TER').
MANHOLE FRAME AND COVER DETAIL
NOT TO SCALE CITY OF RENTON DWG. NAME. • BR29
SP PAGE: B074
SANITARY
SEND? NOTES AND SPECIRCAT7ONS-
ALL WORK MATERIALS SHALL BE /N CONFORMANCE NTH THE STANDARDS AND
1.
SPEC/FICA 77ONS OF THE Cl TY OF RENTON AND THE LA TEST EDI77ON OF
THE WSDOT/APWA STANDARDS AND SPECIFICATIONS.
2.
THE HOURS OF WORK /N THE STREET RIGHT -OF- WAY SHALL BE LIM17ED TO
8.30 AM TO 3.•30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED /N
WRITING BY THE TRANSPORTA77ON DIVISION AT 277-6222. ALL STREET
CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE
TRANSPOR TA 77ON DIVISION 24 HOURS IN ADVANCE. THE POLICE
DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE N077FIED 24 HOURS
IN ADVANCE.
J.
ALL CONS7RUCTION SHALL BE /N ACCORDANCE WITH THE STANDARD
SPECIFICA7ONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED
BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION,
LATEST ED1170N (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
4.
ALL LOCATIONS OF EXIS77NG UTILITIES SHOwv ARE APPROXIMATE AND IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR D/S77JRBANCE.
5.
A PRECONSTRUC77ON CONFERENCE AND A 24-HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STAR77NG NEW CONSTRUCTION. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR
TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A
REPRESENTA T VE OF THE CITY OF RENTON.) I T SHALL BE THE
CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS
t , ,
IN ADVANCE OF BACKFILLWG ALL CONSTRUCTION.
uj
6.
CONTRACTOR /S SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
O
SEQUENCES OF CONSTRUC77ON AND FOR THE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUC7ION SITE.
Z
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET
USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONS7RUC77ON.
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8.
PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES
�•
Q
DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS
9.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB S17E WHENEVER
(�
CONSTRUCTION IS /N PROGRESS.
J
10.
THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON KITH AN AS -BUILT
Q
DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
�.
PROFESSIONAL SURVEYOR.uj
11.
BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE /N
Q
LAYERS WITH A LOOSE AVERAGE DEP7H 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 7HE FILL OVER PIPE SHALL BE THE SAME AS
DESCRIBED.
1, ,
12.
OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EXIS77NG TRAVELED
''W^
ROADWAY SHALL BE BACKF/LLED WITH CRUSHED ROCK AND MECHANICALLY
v,
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 PERMANENTcc
HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER
CITY OF RENTON CURRENT STANDARDS.
Q
13.
DATUM SHALL BE CITY OF RENTON, NAD 198311991 & NAVO 1988.
14.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWSE
STABILIZED TO 7HE SAT75FACT70N OF 77-IE DEPARTMENT FOR THE
PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF
rA
CONSTRUCTION.
v,
15.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED
FOUNDA77ON /N ACCORDANCE WITH SECT70N 7-02.3(1) OF THE CURRENT
STATE OF WASHINGTON STANDARD SPECIFICATI0NS FOR ROAD AND BRIDGE
CONSTRUC770N. 7H/S SHALL INCLUDE NECESSARY LEVELING OF THE
/\
TRIAD
ASSOCIATES
77?ENCH BOTTOM OR THE TOP OF THE OF 7HE FOUNDA77ON MATERIAL AS ^ p4
WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO o
UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE N w
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 A
GASKETED ASTY D 3034, SDR 35, OR DUC77LE IRON CLASS 50.
1 Z IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND
MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREAS COVER Q
MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. M
s•339204
Checked for Compliance to City Standards
(C1 2007 TRIAD ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6929
425.821.8448
425.821.3481 fax
800.488.0756 toll free
www.triadassoc.com
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ALD F. BUCK, AICP
IJECT MANAGER
C A. WNGER, PLS
IJECT SURVEYOR
ECCA S. CUSHMAN, PE
IJECT ENGINEER
-SHIOU UN, ASLA
IJECT LANDSCAPE ARCHITECT
ST SUBMITTAL DATE: 311107
LE: HORIZ.: NT 5 VERT.: N TS
EXPIRES: 11/15/0
STAMP NOT VALID
- - UNLESS SIGNED AND DATED
JOB N0. 04-257
SHEET NO.
4 of 5
Cp 5-3517-04