HomeMy WebLinkAboutWWP2703721.2SEAL WITH A
_ED 120* R 4000 OR
AND DRY
APPROVE" EQUAL
A." L) SAND AFTER PATCHING
S 372102
(0
CD
cy) PATCHAREA NOTES:
:D W (SEE NOTE 4) LIMITS OF PIPE ZONE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
RENTON BACKFILL MATERIAL
A A (SEE NOTE 5) 2. HAND TAMP UNDER HAUNCHES.
0 6" 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
SEWER CONCRETE CLASS C HAND TAMP ONLY.
(SEE NOTE 8) C 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
U) FOUNDATION LEVEL
k THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
Ljj COVER BOTTOM VIEW B
SS C4 .
LEVEL
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18".
A
"
COVER & FRAME
< (CLASS A DESIGN) t 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHESIN THE
PLAN VIEW SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
I-_ OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
U) BACKFILL MATERIAL.
ui 25DIA,___-! SOC.(ALLEN HEADD
1635-it-3 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
1 5/8'-11 X 15 SS W (SEE NOTE 4) LIMITS OF PIPE ZONE
3/4' STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
RUBBER WASHER
PLAN
W7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
(SEE NOTE 5) 6"
NTS
BACKFILL MATERIAL STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
2 112-
> I-L E, 1 11 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
call- -1 [64mmJ 2" ASPHALT '*B'
0 OUTSIDE THE ENGINtL FOR RIGID PIPE C
T OR AS AP- BEDDING MATERIAL MAINTAINED.
z
r COVER SECTION VIEW
B
_
EON BOLTING DETAIL FOUNDATION LEVEL
z 26 A
112' DIA
[673mml 4" CONCRETE
7r 25 1/4' DIA(CLASS B, C, D, DESIGN)
- - ----- - _
U) [641mrn3 1 1/16, 1/4'
t6m,* lil- 1 1/16, BEDDING FOR RIGID PIPE
in
�m) DIA 71 3
"TION A -A
E r-ASKS J
S E
.. .. ..... .... - I ---- W (SEE NOTE 4) LIMITS OF PIPE ZONE
Lij 1 1-0 11
T
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.
c
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
f o 13 3/8 DIA CL OPEN
[594mm3 GASKET GROOVE DETAIL
27 5/16' DIA REMOVL PAVEMENT AND BASE BEDDING MATERIAL A = 4" MIN. 27" I.D. AND UNDER
*41CH fS LXIAL TO ME al DIAM� 6" MIN. OVER 27" I.D.
1694mml AD,$JST CASTING FRAME TO AP
�V �,�NG FOR FLEXIBLE PIPE B
34 1/8' TA
CONCRE_�F BLOCKS PER STD- PLAN 40C� (SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWER
D
1867mml NOTES: REPLACE: ALL BUT TOP 2" OE EXCAVA, aATERIAI. WTH y p ADOPTED
CLASS 3000 CONCRE-T f3/4), FINISH PAVEMENT SURFACE FOUNDATION LEVEL
CITY OF RENTON
.
FRAME SECTION VIEW ALil COVERS SAALL BE LOCKING LIC WTH 2" OF ASPHALT CLASS "S" OR AS APPROVEBY A + +
NC. No. 371 THE ENGINEER. STANDARD PLANS
7 )R STCk, / ^ we f- r- nr-c, tkA iF� LST DATE:4/97
CCV,,,-, ARY (Si
r 3
i C WAIL' S- ECIF Y "'WA fLRI,
1
1
1
F
BEDDING FOR FLEXIBLE PIPE
1
4-4-97
Corrected note 4
DCv
DT
DWG. NAME: BW18C SIP PAGE:B077
2-21-91
notes, 4,5,7,& 8. Added note 6
KJ
DATE
REVISION
I BY
APPR
SM. PIAN 401 TYPICAL UTILITY COVER STD. PlAv 400.4
PUBLIC WORKS 1 PUBLIC WORKS ..........
PIPE B EDDING FOR SANITARY SEWER
MANHOLE FRAME AND COVER ADJUSTMENT FOR
DEPARTMENT DEPARTMENT PAVEMENT OR OVERLAY DEC 2010 o �77
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. MANHOLE FRAME AND COVER
ADJUSTMENT RINGS (2" MIN.) PER DRAWING 401.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR SEE NOTE 6
MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN MORTAR JOINT(S) (3/8" MIN. . . . . ............... . . .
PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. SEE NOTE 5
4" MIN. TO
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS 12" MAX.
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 2"x 4" STUD MARKER POST PAINTED Do
WHITE WITH THE WOR "SEWER" STENCILED
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION PROPERTY LINE IN 3" HIGH BLACK LETTERS AND #6 WIRE
241,
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD. '. It 10
'
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 12
FUTURE 0 00
6" BUILDING SEWER PIPE I1 BUILDING SEWER 12" 114 0
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. LL1
M
LLI
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
D w c"I
TEE WITH 6" SIDE OUTLET N'�'�6%6%6" WYE WITH A < --t
>_ >
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE I-- , SURFACE CLEANOUT WITH 54" 4
Of
SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL 6" SIDE SEWER AND BUILDING SEWER Lli , CAST IRON RING & COVER
CL
0 (EAST JORDAN IRON WORKS
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. Of 'A AA A
a_ 2975 OR APPROVED EQUAL, 4-
SPECIFY "SEWER" ON LID, �d
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE SEE STD. PLAN 403.1 FOR 'd
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO INSTALLATION)
95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE 't.
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
60" ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS
MATERIALS TO COMPLETE
FOR CAST IRON PIPE TO MAIN LINES ARE AS FOLLOWS:
THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. OR DUCTILE IRON PIPE. A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS(FERNCO OR APPROVED EQUAL). 6j
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE 1:3:5 MIX 0 G -
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT CONCRETE e- B. CONCRETE MAIN -CORE -DRILLED WITH ROMAC SADDLE
SHALL BE NEATILINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE BLOCKING (OR APPROVED EQUAL).
PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE 2% MIN SLOPE C. PVC MAIN -CORE -DRILLED WITH ROMAC SADDLE (OR APPROVED
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. C EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS NOTES: . /r HORIZONTAL D. DUCTILE IRON MAIN -CORE -DRILLED WITH ROMAC SADDLE
6" SIDE OUTLET TEE (OR APPROVED EQUAL). 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. SEWER MAIN ZSEWER MAIN 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
6" MIN. E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL 3. CASTING SHALL BE PER STD. PLAN 401.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE CONCRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. >
5. ALL JOINTS BETWEEN THE CONE, RIDER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 0
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION STRUCTURE SHALL BE CORE -DRILLED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED NTH A COMBINATION OF 0!�
ELEVATION ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING 0-
a- 6
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. <
0 0 0
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD NOTE: 7. SANITARY SEWER MANHOIES SHAII HAVE All INTERIOR SURFACES, INCLUDING CHANNELING, 0 0 0
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR (If
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR LA
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE APPROVED EQUAL. 0
PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6- AND A MAXIMUM OF 12- z
STANDARD SIDE SEWER INSTALLATION 11. ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. (SEWER MAIN TO PROPERTY LINE) IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
O
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE STD. PLAN - 400.2
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN 406.1 SANITARY MANHOLE SHALLOW September 2011
M M M
0
DATE.
SURVEYED: SCALE:
SURVEYED VEffrICAL. NAVE) 19M 08/15/2012
HORIZONTAL. NAD IW3/1991 LAKE WASHINGTON VIEW ESTATES
FFE ENGINEERS DESIGNED: SCALE CITY OF FIELDBOOK:
13932 SOUTHEAST 159TH PLACE D.L. OFFE, P.E. GREG FAWCETT PAGE:
DRAWN: RENTON
DMWING, NO:
RENTON, WASHINGTON 98058 D.L. OFFE, P.E. SEWER DETAILS & NOTES
27460 - I ONE INCH DATUM
CHECKED: AT FULL SCALE Planning/Building/Public PHONE: 425-260-3412 ST IF NCT ONE INCH Works Dept.
SHEET. OF:
CONTACT: DARRELL OFFE, P.E. 03/18/2014 REVISION BY DATE APPR APPROVED: WALE ACCORDINGLY 1 11 13
c SEWER