HomeMy WebLinkAboutS-310003Y SANTARY'SEWER NOTES AND
S' CATIONS
1. ALL WORK MATERWS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RMTON UTILITY DEPARTMENT.AND THE LATEST:. EDITION
OF': THE WSDOT /APWA STANDARDS AND :: SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE UMITED TO.$:30 A.M! TO
ON
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4.
ALL LOCATIONS OF IXISTING UTILBIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION'. 50 AS To
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AVOID DAMAGE OR DISTURBANCE
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5.
,
A. PRECQNSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO
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IE B PVC E 416 00
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CONTRACTOR. TO ; :
:: VERTICAL AND HORIZONTAL LOCATION - - : _
ECUREGALL NECESSARY PERMITS PRIOR TO BE CONSIR�TION.�ONSPECTI N WILL
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LE 8 PVC W=413.91
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BE ACCOMPUSHED BY A REPREMUATNE OF THE CITY OF RENTON): R SHALL BE THE
OF EXISTING WATERMAIN PRIOR TO, ANT
CONSTRUCTION: P TC CONNIRACTOR .. :. -...:
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CONTRACTOR'S RESPONSIBILITY 10 NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN
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a MAKING CONNECTIRIOR
ON
ADVANCE OF BACKFlLUNG ALL CONSTRUCTION.
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CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION: AND FOR THE SAFETY OF WORKERS AND OTHERS; ON THE CONSTRUCTION
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NEW 10" fGTIY OF RENTON)
WATER UN EE BFJNG INSTALLED BY
IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
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{PER an OF RENiON SIDS)
CONC. 6LOCKING
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OTHER RELATED PERMITS .PRIOR TO ANY CONSTRUCTION.
DEVELOPER.. F RIDGELY, PLAT W -3950
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8.
PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORI.S DEPARTMENT SN - TAKE
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PRECEDENCE OVER ALL OTHER PLANS..
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9.
AOOPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
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178 TE a -D.I. W
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IS i IN PROGRESS.
10.
THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN�IAS -BUILT DRAWING OF
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THE I SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A:LICENSED
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PROFESSIONAL' ENGINEER OR LICENSED PROFESSIONAL I SURVEYOR.
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11.
BACKFlLL SHAM.'. BE !PLACED EQUALLY ON BOTH SIDES OF, THE PIPE IN DYERS WITH A LOOSE
CONCRETE:
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AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTIi OF, 8 INCHES, I; THOROUGHLY ;TAMPING EACH
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LAYER TO 95 PERCENT OV,MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND
-', SIDE OF THE PIPE OR TO,1HE SIDE OF THE TRENCH.
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FOR ONE PIPE DIAMETER ON EACH
TO COMPLETE THE FILL OVER PIPE SWILL BE THE SAME AS IDESCRIBED.I
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12.
OPEN CUi ROAD CROSSINGS FOR MMiY: TRENCHES 'ONI IXISITNG'TRAVELED ROADWAY
'OPEN
NE1N.8.85'';OUL�E DROP .
. . . :::
. : . : . :: :CONSTRUCTION::PRIOR TO CONTRACTOR ::::
SHALL BE BACKFlLLED WITH' CRUSHED (ROCK AND MECHANICALLY COMPACTED. I CUTS INTO
THE EXISTING, (ASPHALT SHALL BE NEATLINE CUT WITH SAW 1 IN A 'CONTINUOUS. ONE. A.
AND
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TEMPORARY MIX PATCH, MUST BE PLACED IMMEDIATELY AFTIR BACKFlLL
COMPACTION. A PERMANENT ( HOT MIXIPATCH SHALL BE PLACED:'WIHIN 10`DAYS.. AND
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SHALL BE PER CITY OF I RENTON CURRENT STANDARDS.
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13.
DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
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14.
",J_' DlS URBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
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SATISFACTION. OF THE, DEPARTMENT FOR THE PREVENTION': OF ON -SITE. EROSION AFTER THE
STA 2+06 .26 SEWER
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COMPLETION. OF.'CONSTRUCTION.
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15.
ALL PIPE'AND :APPURTENANCES SHALL BE DUD'', ON A. PROPERLY' PREPARED. FOUNDATION IN
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ACCORDANCE WITH SECTION "7 - 02.3(1) OF THE CURRENT STATE'; OF WASHINGTON STANDARD
EM 40 8 IN)
IE 422.0 8 CHANNEL TO
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SPECIFICATIONS `FOR ROAD AND I BRIDGE' CONSTRUCTION. THIS SHALL iNCWDEI 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
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50 TIiAT THE ENTIRE 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
-
30 :LF:8 ': PVC. SS : 030%'
PIPE.:.:.
16.
SANITARY SEWER PIPE' SHALL BE POLYVINYL CHLORIDE'. (PVC) RUBBER GASKETED
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ASTM D 3034; SDR -35; OR 'DUCTILE. IRON CLASS'50.
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17.
IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM
18 INCHES ABOVE FINISHED GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL
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DIRECTIONS TO MATCH PAVING.
2
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
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RAISE -1/2"
WIDE BORDER
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3/4 "�I 5/8..
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15"
CAST IRON RING AND COVER
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0' PIPE MATERIAL AS SPECIFIED
to BY THE ENGINEER
SANITARY SEWER PROFILE, NOTES I AND DETAILS
6° MINA /... \ MIN"
6 "MI+ / + / - ..MIN.
- I-
PROPERTY LINE
1/2 BLIND FLANGE AS DAM 3• -0•' MIN.
I 1/2 PLUG AS s• -0"
D.I.P. TEE CL50 FUTURE
ONE LENGTH OF DUCTILE IRON 6" BUILDING SEWER PIPE BUILDING SEWER
PIPE (CLASS 50) TO SOlJD TYPICAL � TEE ONE LENGTH, OF DUCTILE IRON 37 BEARING WHEN SPAN MANHOLE \ \ 2" MIN. PIPE (CLASS' 50) TO SOLID w
IS MORE THAN 4'. > BEARING WHEN ��SPAN z
J 2 "x 4" STUD SERVICE MARKER PAINT UPPER
FLEXIBLE
JOINT''
\) IS 'MORE ';THAN .4'. TEE WITH G" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE
-j I r WARDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
6" MIN: AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER w EXTENDED TO THE TOP OF THE STUD.
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UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
FLEXIBLE JOINT WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
LH PIPE SEWER MAINS ARE TO BE CORE DRILLED CAST
AL' a Q. BACKFILL WITH ORRDUCTILERIRON PIPE PE.
COMPACTED MATEERIAL. S
ENGINEER 6° MIN: ENGINEER BY BLOCKIND
EGNERE E
D.I.P. CI.50 I I ♦ y� P�`E 9
WITH MIN. 4 6° MIN. I :ALL PIPE EXCEPT DUTILE IRON. SHALL BE r.�" TnPy"C EA
SHACKLE:. RODS : - :CONCRETE ENCASED_ PE
MIN SLO
1 1" MAX. CEMENT CONCRETE GLASS POURED IN PLACE p
HORIZONTAL
CEMENT CONCRETE " .. W SIDE Dur�Er.. TEe,
CLASS CBLOCK "' :�, 90' BEND s° MIN. SEWER MAIN L- SEWER'MAIN
POURED IN "PLACE _ (TYTON U -651) STANDARD SIDE SEWER INSTALLATION
CONCRETE BLOCKING. ANGLE
� ._, SEWER MAN TO PROPER "h',LINE
BE ` 'DROP CONNECTION FOR SANITARY: SEWERS OF TEE AT MAIN OVER' TYPICAL SIDE' SEWER ELEVATION
D.I.P. 90' ND - ( ) 1
CL.50 907 X N TYPICAL -: MANHOLE
( ) FOUNDATION ELEVATION:
DUCTILE IRON
CONSTRUCTION DROP CONNECTIOND CITY ADOOTR NIT NUTE1 ADOPTED.
CONS LTTY OF RENTON
DROP CONNECTION ♦ ♦ �otr UNLESS OTHERWISE. SHOWN ON PLAN, SIDE SEWER SHALL. HAVE A MINIMUM. 5' COVER AT PROPERTY ♦ Stana�a pi-
Stanaerla nom ,. LINE: OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 0 IST DATE 12 /15/91
'.IST DATE: 3 /6/95
BY: APPR
DWG. NAME: BW78 SP PAGE-B075 DATE REVISION': DWG. NAME: BR39 SP PAGE: 8078
DATE REVISION BY APPR D
12" B
FIBER
PACKI
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CONTRACTOR. TO ; :
:: VERTICAL AND HORIZONTAL LOCATION - - : _
I STAL .. - -
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LE 8 PVC W=413.91
436NEV! IE 4141£" B" IN )
OF EXISTING WATERMAIN PRIOR TO, ANT
CONSTRUCTION: P TC CONNIRACTOR .. :. -...:
STA. 2+0528 750 LT. - . -
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NEW 10" fGTIY OF RENTON)
WATER UN EE BFJNG INSTALLED BY
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': STA +2775, 7.50'�LT .. _
{PER an OF RENiON SIDS)
CONC. 6LOCKING
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DEVELOPER.. F RIDGELY, PLAT W -3950
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178 TE a -D.I. W
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1 -5 1/4 MVO F.H.'. ASSY
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GOING.,
. BLOCKING
CONCRETE:
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CLASS 3000
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- CONTRACTOR TO FlEID VERIFY
... :. VERTICAL.AND HORIZONTAL LOCATION: :.:.. :.-
_ .... OF F)05DNG SAN.: SEWER! PRIOR'. TO ANY.....
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NE1N.8.85'';OUL�E DROP .
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PE ' DEFAII.'THIS:SNEET ...: - - .:.
- - -
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SANITARY SEWER PROFILE VIEW
EXPIRES 6 10 -03
SCALE: 1"=20' HORIZONTAL 1"_5' VERTICAL
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CITY OF RENTON
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DEVELOPER
DEPARTMENT O'.
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PUBLIC WORKS
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