HomeMy WebLinkAboutzS-3207SetSANITARY SEWER UTILITY - GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE
LATEST EDITION OF WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE
LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE TRANSPORTATION 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.
3. 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.
4. 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.
5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY
INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
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 IN 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
A LICENSED PROFESSIONAL SURVEYOR.
11. 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% 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 BACKFILL OF THE 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 A 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.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
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 COMPLETION
OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH 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
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.
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 INCH AND
MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER
MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
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HONEY CREEK BUFFER
SETBACK LINE
TOP OF STEEP SLOPE
AS BUILT
I PROP
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365. --
390.0--1
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385.0 - --
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380.0-
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PROP
PROP - .. PROP - ,r PNl N'� I��k 1 � LINF
LINE LINE / GHAIIF
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I EXIS I IN4 a 1
IE • 8d�: 3��,0 i GRAI ►�
RIM s 391.09 NEW SS MANHOLE NO. I IDET SS•3►
NEW SS MH (S4 ") ' IE : �i(N) (MA] C1I EXISTING)
IE _ �M (E) 361.8(0 I i
MITARY SEWER EL
ACCESS EASEMENT
SCALE: V = 20'- 0' HORIZ.
V = 10'- 0' VERT.
IE s SOM(i) (MATCH exllnNa)
- RIMs,$I
EVATION FXS'i SD
W of cry -1 ` NORT H ca
NOTE: IF PIPE DEPTH IS LESS THAN 4' -0" OF COVER
THEN DI OR C -900 PIPE SHALL BE INSTALLED
(YN ,
` STA 1 + 92.00'
NEW SS MANHOLE (5411)
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SANITARY SEWER PLAN
SCALE: 1' a 20'
GOOD HOMES PROJECT
396.0
360.0
385.0
380.0
375.0
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SANITARY SEWER PLAN
SCALE: 1' a 20'
GOOD HOMES PROJECT
396.0
360.0
385.0
380.0
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FOUND MON. IN CASE, 4'0'
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PROPERTY L INN-
3'•0•' NIN. I..-- L'-0" F1lTUkE
6" BUILDING, SEWER PIPE _
BUILDING SEWER MOM EN MAIL 90-1 AND A&L'
I. CONCRETE INLET SHALL Ot
GOOD HOMES
z 2 "x 4" STUD SERVICE MARKER PAINT UPPER ;= : CONSTRUCTED IN ACCORDANCE WITH
PnaT t(1N WHITE ANS STENCIL ON S 1 DE AsTM C ITS (AASHTO M 199) AND AsTM C
�. 6'• SIDE OUTLET W RDING 'SEWER' WITH 3" HIGH BLACK LETTERS. FRAME AND ORATE 00 UNLESS OTHERWMSE SHOWN ON
TEE WITH WRAPPED AROl1N0 THE STUD AND (SEE 8TDPLAN "
PLANS OR IN STD SPECIFICATIONS. p OJECT
►- A-411 06 WIRE
BUILDING SEWER a EXTENDED TO THE TOP OF THE STUD. FOR DETAILS)
6'• SIDE SEWER AND p o 2. AS AN ACCEPTABLE ALTERNATE TO
a I UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST ti S III�MF AND ORATE
REBAR,WELDEOWitEFAS1i1CNAVMKi♦
• • , x: MINIMUM AREA OF 0.12 SO. IN PER FT
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL HANDS Ist t 8ID PUW t ' - - MAY BE USED. WELDED WIRE FABRIC
+ ,
WHEN CONNECTING NEW SIDE SEVERS TO EXISTING MAIN. 0' RISER SECTION i" �' �. 11 N� 11ETAN.8) I $t"W,L COMPLY TOA$TMA LOT (AASHTO
\� M 221). WELDED WIRE FABRIC SMALL
CONCRETE. DI PIPE AND CI �� •,,
V 11 R If I E D CLAY, PLAIN AND REINFORCED C , .�� j ; NOT PLACED IN THE KNOCKOUTS.
60" ALLOWABLE MAX. PIPE SEWER MAINS ARE TO BE CORE DRILLED 1 -03 BAR HOOP �,\ �, �
r 3. THE BOTTOM OF THE PRECAST BASE
FOR CAST IRON PIPE a NIti1 N bt L.r10N ,
�; �- SECTION MAY BE ROUNDED.
OR DUCTILE IRON PIPE-
i •.
/'� i 4 FFECAST BASES SMALL BE FURNISHED
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1.w5 N1x .� �, -' HOOP f r l WITH CUTOUTS OR KNOCKOUTS. _
CnNCRE TE .00, .01 p �' �V�' 1 r RISER SECTION • , KNOCKOUTS SHALL HAVE A WALL
- pcK1NC ��-
�j.• ' - THICKNESS OF r PAIN. KNOCKOUT OR --
�� O��G�O NIN SEOPE ?� � �!"'� '_` CUTOUT HOLE SIZE 18 EQUAL TO PIPE �
DR 120N T AL 2 - 03 BAR HOOP = �+ 1 1 ?" Hltit N !;t I :1 KEN - - �'�
OUTER DIAMETER PLUS CONCRETE
INLET WALL THICKNESS. 17' MAX.
1
6- SIK OUTLET TEE
-SEWER MAIN SEWER MAIN •
L NIN. .•,i Y 1" !M :•
r CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER
OF TEE AT MAIN OVER 25 0 ELEVATION
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5'
COVER AT PROPERTY LINE OR 3' - 5' LOWER THAN THE LOWEST HOUSE
ELEVATION, WHICHEVER IS LOWER
24 "x 6~ FRAME AND LIP DETAIL SS=4
PER DRAWING DR29. STANDARD SIDE SEWER
INSTALLATION
s- (SEWER MAIN TO PROPERTY LINE)
NO SCALE
.. :r.'• �4• MON. TO 12- MAX.
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NOTES.
1. STEPS TO BE Us" DV►. DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE S�ETC EQU INSTALLED
PER CANE BR29
3. CASTING TO BE OLYMPIC FOUNDRY
1. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE
6. ALL JOINTS SHALL BE GROUTED ALL INTERIOR SURFACES.
T. SANITARY SEWER MANHOLES SHALL HAVE
CHANNELING, COATED H A HIGH SOLIDS URETHANE COATING;
WASSER MC-CONS
OR APPROVED EQUAL-.
COLOR OF COATING SHALL BE WHITE
DETAIL SS -3
SANITARY SHALLOW
MANHOLE TYPE B
NO SCALE
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
RAISE -1/2" / -L
IN WIDE BORDER
FIBER JOINT
PACKING
CAST IRON RING AND COVER
'W'W
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9 1 PLUG TO BE SEALS D
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IN SAME MANNER AS
' MAIN SEVER JOINTS
DETAIL SS =1
8" CLEAN OUT
NO SCALE
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NOTE:
42" LAIN. TO 84. MAX.
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
CONCI
CLAS
4 -W,..
MORTAR
FILLET
DETAIL SS -2
snNiTAar SEWER iwW4oi.E
No scuE
CASTING, INLAND F DR Y
OR EQUAL. PT.M 714
SEE DETAIL 5.1.4.
ADJUSTMENT (4" MIN.)
CONE
MORTAR JOINTS
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 21" I.D.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRE TE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
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03 BAR EACH CORNER
03 BAR EACH SIDE
03 BAR EACH WAY
DETAIL SD -2
CATCH BASIN TYPE
NO SCALE
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NOTES:
1. USE 4" TO 8" QUARRY SPALLS OR CRUSHED ROCK FOR SURFACING AS SI 1()WN
MATERIAL WITH "FINES" IS NOT ACCEPTABLE.
2. THE50' MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO INSt RI
MATERIAL IS NOT TRACKED INTO THE PUBLIC RIGHT -OF -WAY
DETAIL TESC-2,
TEMPORARY CONSTRUCTION ENTRANCE
NO SCALE
FILTER FABRIC MATeRIAL 60' W1Dr. PI!1.1
USE STAPLES OR WIRE RIN(,S I'll AIIAIIII
FABRIC TO WIRE.
2' BY 2' 14 6& WIRE
FABRIC OR EQt11V.
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FABRIC OF EQUIV.
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ALTO STEEL FENCE POSTS.
DETAIL TESQ11,
FILTER FABRIC FENCE NO
SCALE
•
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1'
DETAIL SD -1
DRIVEWAY INLET
NO SCALE
6'
2'
6"
20710 ?
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2'
1.
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PROPERTY LINE FENCE DETAIL
(NOT TO SCALE)
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SPLIT RAIL FENCE DETAIL
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FR 45�:
CALL I8 HOURS
BEFORE YOU DIG
1a00�2"666
NACK PAIL
RECOMMENDED
FOR APPROVAL
BY DATE
DATE
BY DATE
BY DATE
BY DATE
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KNOCKOUTS MAY EIT I ER BE ROUND OR
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1 SHAPE. PIPE TO BE *WALLED IN
T[
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FACTORY SUPPLIED KNOCKOUTS.
'• 5. THE TAPER ON THE SIDES OF THE
PRECAST BASE ANDAND RISER
SECTIONS SHALL NOT EXCEED 14' / FT.
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t FLANGE DOWN OR CAST INTO
WITH
RISER
0 NAIL FAi .II CORNER
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PRECAST BASE SECTION
(MEASUREMENT AT TOP
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DETAIL TESC-2,
TEMPORARY CONSTRUCTION ENTRANCE
NO SCALE
FILTER FABRIC MATeRIAL 60' W1Dr. PI!1.1
USE STAPLES OR WIRE RIN(,S I'll AIIAIIII
FABRIC TO WIRE.
2' BY 2' 14 6& WIRE
FABRIC OR EQt11V.
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ALTO STEEL FENCE POSTS.
DETAIL TESQ11,
FILTER FABRIC FENCE NO
SCALE
•
4'
1'
DETAIL SD -1
DRIVEWAY INLET
NO SCALE
6'
2'
6"
20710 ?
MGXM (WE W41901
6' +
2'
2'
1.
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PROPERTY LINE FENCE DETAIL
(NOT TO SCALE)
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SPLIT RAIL FENCE DETAIL
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FR 45�:
CALL I8 HOURS
BEFORE YOU DIG
1a00�2"666
NACK PAIL
RECOMMENDED
FOR APPROVAL
BY DATE
DATE
BY DATE
BY DATE
BY DATE
-C
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JAMES E HAVN S, P.E
1822109M Avis Ct E
Ed�sw�ood WA 98.372 v a
OffM (253) 568 -7724
CeiN (206) T1S- .S15�9 ''
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