HomeMy WebLinkAboutWWP2703187.210
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�6" MIN.
6" MIN.
TV
TYPICAL 2" MlN.
MANHOLE 6" MIN. ONE LENGTH OF DUCTILE IRON
TEE PIPE CLASS 50) TO SOLID
1/2 PLUG AS DAM ',.'_ BEARING WHEN SPAN
IS MORE THAN 4'.
SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M.
FLEX/BLE JOINT
BACKFILL WITH
<. COMPACTED MATERIAL
AS DIRECTED BY
�-6" MIN. ENGINEER.
N
CEMENT CONCRETE CLASS C POURED /N PLACE
90' BEND
TYTON U-651
TYPICAL MANHOLE /� = CASTING INLAND FDRY
FOUNDATION OR EQUAL. PT./714
CONSTRUCTION SEE DETAIL 5.1.4.
6"
CONCRETE ENCASED 25" ADJUSTMENT (4" MIN.)
DROP CONNEC TION 12" MAX.
NOT TO SCALE CONE
21"
MORTAR JOINTS
3 4" SQUARES SPACED - 3 4"
AS INDICATED - HT. 1 8
RAISE-112"
CAST IRON RING AND COVER
4-3/4"
0� 110
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PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS
SANITARY SEWER CLEANOUT DETAIL
NOT TO SCALE CITY OF RENTON DWG. NAME.- BW18B
SP PAGE. • B076
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LIM17S OF PIPE ZONE
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BACKFILL MA
SEE NOTE 5) RIAL
6"
CONC _ V SS C BEDDING MA 7ER/AL
(SEE N071E Ft) C FOR FLEXIBLE PIPE
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LIMITS OF PIPE ZONE
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BACKFILL MATERIAL
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6"
BEDDING MATERIAL
" MIN.
- L"
6-1/2- 1
7' MIN.
CONCRETE RISER BY PIPE
OR APPROVED EQUAL.
12" (TYP)
MAX. PIPE SIZE - 21 " L D.
LADDER-S7D. ALUMINUM
OR GALVANIZED STEEL
MORTAR 1001.
FILLET De CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
6" MIN. ;
D' D
6" MIN.
NOTE:•
SANITARY SEWER MANHOLES SHALL HAVE
ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE
COATING, • WASSER MC-CONSEAL OR APPROVED
EQUAL; COLOR OF COATING SHALL BE WHITE
SANITARY MANHOLE T YPICAL DETAIL
NOT TO SCALE CITY OF RENTON DWG. NAME. BR28
SP PAGE. • 8071
W SEE NOTE 4
LIMITS OF PIPE ZONE
1'
B
A
(CLASS F DESIGN✓
BEDDING FOR FLEXIBLE PIPE
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FOR RIGID PIPE C NOTES
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(SEE NOTE 6)
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1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
FOUNDA77ON LEVEL 2. HAND TAMP UNDER HAUNCHES
TB J. COMPACT BEDDING MATERIAL TO 95.`6' MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
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HAND TAMP ONL Y.
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(CLASS B. C. D. DESIGN✓ 4. SEE 'EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
BEDDING FOR RIGID PIPE OF THE STANDARD SPECIFICTAT70NS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS
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THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
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BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/4I.D.
12" MAX.
.
.
ZERO
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
LID.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
-
BEDDING. THE MINIMUM CONCRETE (MOTH SHALL BE 1-1/2 LD. + 18 .
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER 77-IAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN 774E AGGREGATES SECTION OF THE
STANDARD SPEC/FICA 77ONS FOR THE MA 7ER1AL SPECIFICA TIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECT70N OF
STANDARD SPECIFICA77ON FOR THE MATERIAL SPECIFICATIONS
8. PIPE MUST BE ANCHORED 7N SUCH A MANER AS TO ENSURE FLOW LINE /S
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MAINTAINED.
* A = 4" MIN. 27" I.D. AND UNDER
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6" MIN. OVER 27" I.D.
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PIPE BEDDING FOR SANITARY SEWERS
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SP PAGE.- 8077
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1/2" WEB 8 PL.
NO
OR 10" PVC
" STEEL CASING
NOTE. • THE CASING PIPE SHALL BE SM007H STEEL, BARE
PIPE, 0.375 INCH MINIMUM WALL THICKNESS, AND COMPLY
WITH ASTM A 139, GRADE C, WITH A MINIMUM STEEL YIELD
OF 36,000 PSI. TO SUPPORT 7HE PIPE INSIDE 774E CASING.
PIPE SLIDES OR 4 x4" TREATED 77MBERS WITH STAINLESS
STEEL STRAPS SHALL BE USED TO MAINTAIN VER77CAL AND
HORIZONTAL ALIGNMENT. AFTER INSTALLATION OF 774E PIPE
IN THE CASING /S COMPLETE, SAND SHALL BE BLOWN INTO
CASING AND THE ENDS OF THE CASING SHALL BE GROUTED.
PIPE CA SING DETAIL
NOT TO SCALE
24"x 6" FRAME AND LIP
PER DRAWING BR29.
4' MIN. TC
NO TES,
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
Z STEPS ARE TO BE /N PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
J. CAS77NG TO BE PER DRAWING BR29.
4. MANHOLE SECT70NS TO BE OF REINFORCED PRECAST
CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED.
Z SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC-CONSEAL OR APPROVED EQUAL;
COLOR OF COA77NG SHALL BE WHITE
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH AS77W C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
10. CONNECT70NS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL.
SANITARY 54" MANHOLE FLA T TOP TYPICAL DETAIL
NOT TO SCALE
CAST INTEGRAL ON TOP
CITY OF RENTON DWG. NAME. BR37
SP PAGE. 8072
26-3/B"
1" SEAT SECTION A -A
SANITARY SEVER NOTES AND SP£C/f7CA770NS
1. ALL WORK MATERIALS SHALL BE /N CONFORMANCE WITH THE STANDARDS AND \
SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF
THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. T
AD
2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIM17FD TO RL
8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN ASSOCTAT ES
WRI77NG BY THE TRANSPORTATION DIVISION AT 277-6222. ALL STREET
CLOSURES, PAR77AL OR FULL, SHALL BE APPROVED BY THE
TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE
DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE N077FIED 24 HOURS 12112 115th Ave. NE
IN ADVANCE. Kirkland, WA 98034-6923
J. ALL CONSTRUCTI0N SHALL BE IN ACCORDANCE WITH THE "STANDARD 425.821.8448
SPECIFICA 77ONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED 425.821.3481 fax
BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 800.488.0756 toll free
LATEST EDI7ON (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
www.triadassoc.com
4. ALL LOCA77ONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE AND /T
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY 774E TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. ,
5. A PRECONS7RUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STAR77NG NEW CONSTRUCTION. IT SHALL BE THE Z
CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR Q
TO STAR77NG CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A
REPRESENTA77VE OF 774E CITY OF RENTON.) IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURSLQ
IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. LQ
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND O y
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
15
OTHERS ON THE CONSTRUCTION SITE
Z IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET
USE AND ANY 0774ER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES
DI VISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS Q 0
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SI7E WHENEVER (�
CONSTRUCTI0N IS /N PROGRESS
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT ~ O \v
DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED 1�► `V
PROFESSIONAL SURVEYOR. rV PC
PC PC
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE /N Q
LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8
INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM Iv. O
DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE 1�11i1,,
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. W
MATERIALS TO COMPLETE T74E FILL OVER PIPE SHALL BE THE SAME AS V
DESCRIBED. ' 1 ,
12. OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EXIS77NG TRAVELED covJ
ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY co Q
COMPACTED. CUTS INTO THE EXIS77NG ASPHALT SHALL BE NEAR/NE CUT Zw
WITH SAW IN A CON77N000S LINE. A TEMPORARY MIX PATCH MUST BE �► 0
PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT
HOT MIX PATCH SHALL BE PLACED WTHIN 10 DAYS AND SHALL BE PER
CITY OF RENTON CURRENT STANDARDS. Q
13. DATUM SHALL BE CITY OF RENTON, NAD 198311991 & NA VD 1988. `` cc
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISEU.
STABILIZED TO THE SA77SFACT70N OF THE DEPARTMENT FOR THE Q 0
PREVEN77ON OF ON -SITE EROSION AFTER THE COMPLE77ON OF '^
CONSTRUCTION. v,
F.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED
FOUNDAT70N IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT Ci
STATE OF WASHINGTON STANDARD SPECIFICAT70NS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OR THE TOP OF THE OF THE FOUNDA77ON MATERIAL AS as y y y
WELL AS PLACEMENT AND COMPAC7ION OF REQUIRED BEDDING MATERIAL TO Ir Ir 0:
UNIFORM GRADE SO THAT THE EN77RE LENGTH OF THE PIPE WILL BE y.
SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING a- a- a-
SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
GASKETED AS7M D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
1 Z IN UNIMPROVED AREAS, ADD 1 FOOT CONCRETE PAD AROUND RING
COVER MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES
ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST SLOPE /N ALL
DIREC77ONS TO MATCH PAVING.
3' MIN. I
6'" c7�+tt nrer,^ ^ciartcz a�rz� �
2
TEE WITH 6" SIDE OU7LE'
I �
iQ
7
PROPERTY LINE
6'
FUTURE
BUILDING SEWER
?"x 4" STUD SERVICE MARKER\
'A/NT UPPER POR71ON W74/7E
INS S7FNCIL ON SIDE WORDING
'SEWER" NTH 3" HIGH BLACK
FRAME (NON -LOCKING) COVER (NON -LOCKING✓ 16, LETTERS AND 16 WIRE WRAPPED
6" SIDE SEWER AND BUILDING SEWER AROUND THE STUD AND EXTENDED
FOR 5/8 "-11 N. C. x 1-1/4" 5/8" 3 8" 1 3/8" TO THE TOP OF 774E STUD.
A S.S. SOC. HD. CAP SCREW (3 REQ D.) / UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
B TYPICAL NON-SKID I� IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
1/2" (TYP) PATTERN L� �2-1/2„ .� WHEN CONNEC77NG NEW SIDE SEWERS TO EXISTING MAIN.
2 VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D 1 PIPE AND Cl
o (TYP) o A --- o B 25" PIPE SEWER MAINS ARE TO BE CORE DRILLED
SECTION B-B
60" ALLOWABLE MAX. tJ1 UNLESS
OTHERWISE SHOWN ON PLAN, SIDE
2" RAISED LETTERS AS k� FOR CAST IRON PIPE IVA G SEWER SHALL HAVE A MINIMUM 2.5' COVER
REQ D. SEE NOTE No.3 BELOW 1: J. 5 MIX / OR DUCTILE IRON PIPE. E G►� AT PROPERTY LINE OR 3-5' LOWER THAN
CONCRETEo UNDERSIDE SHOWN FOR CLARITY BLOCKING �l'P�� 25• �NG� BLO THE LOWEST HOUSE ELEVATION, WHICHEVER
3/4" CORE (TYP.) ON 23" B.C. iM1N co
cR2� MIN SLOPE /S LOWER.
DRILL AND TAP 5 8 "-11 N.C. 1-1/2" CORE(TYP.) (LOCKING) _ - - - - - - -
ON 23" B.C.(TYP. 3 PL.) ,HORIZONTAL
NOTES: 6" MIN. 6" SIDE OUTLET TEE
FRAME (LOCKING✓ COVER 1 FOR NON -LOCKING USE OL>96IPlC FOUNDRY No. MH 30 OR EQUAL T SEWER MAIN � SEWER MAIN
2. FOR LOCKING LID USE OLYMNPIC FOUNDRY No. MH 30 D/T OR EQUAL.
J. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN" ON COVER) CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
SANITARY (SPECIFY 'SEWER'), OR WATER (SPECIFY "WATER"). EE AT MAIN OVER 25 ELEVATION
MANHOLE FRAME AND COVER DETAIL STANDARD SIDE SEWER INSTALLATION DETAIL
NOT TO SCALE CITY OF RENTON DWG. NAME. BR29 NOT TO SCALE CITY OF RENTON DWG. NAME.- BR39
SP PAGE. B074 SP PAGE. 8078
N
A
N MI
GERALD F. BUCK, AICP
PROJECT MANAGER
NICK A. MNGER, PLS
PROJECT SURVEYOR
REBECCA S. CUSHMAN, PE
PROJECT ENGINEER
ZFFERY L. COX, ASLA
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 4114104
SCALE: HOFIZ.: N/A VERT.: N/A
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EXPIRES 11/15/05
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