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PRIVATE PROPERTY I CITY OF RENTON EYI.St1.Zlry 1
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SANITARY SEWER LINES INSIDE 6 "x 90' BEND
BUILDING ARE INTERIOR PLUMBING
BY DESIGN /BUILD CONTRACTOR
FM - -L 2i, FR
'0L 1
DEVELOPER:
SD RENTON. mP�GHA(/e,
AVENUE 2100 124TH AVENUE NE
SUITE 100
BELLEVUE, WA 98005
(425) 641 -3939
CONTACT: BILL SHERMAN
n
ENGINEER: Zs 2
KENT, WA 983ENUE SOUTH
G�T7NG ENGVV%S �`i
(425)251 -6222
(425)251 -8782 FAX
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER PLAN
Smithers' Place
DESIGNED BHE
DATE 3/28/01 FILE NO,
DRAWN SHE
CHECKED RJA SCALE 1"=20' FE -D BOOK_ PACE_
APPROVED SHEET S1-.F 3
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EXISTING VERTICAL CURB &
�GUITER TO REMAIN
PARKING GARAGE FF EL =34.89
5' MIN.
°
° ° °
4" PVC FOOTING
• °°
�� DRAIN IE =34.05
FOR APPROVAL
-�
EX. 6" SANITARY SEWER STUB /
6 "x 90' BEN
—41
By:
Dater
4" PVC FOOTING DRAIN IE=31.9 4 m
6" DI CL 50 02.0% MIN SLOPE
6% 6" WYE
By:
Date:_
SIDE SEWER CONNECTION DETAIL
By:
Date
1 " =2'
By:
Date
FM - -L 2i, FR
'0L 1
DEVELOPER:
SD RENTON. mP�GHA(/e,
AVENUE 2100 124TH AVENUE NE
SUITE 100
BELLEVUE, WA 98005
(425) 641 -3939
CONTACT: BILL SHERMAN
n
ENGINEER: Zs 2
KENT, WA 983ENUE SOUTH
G�T7NG ENGVV%S �`i
(425)251 -6222
(425)251 -8782 FAX
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER PLAN
Smithers' Place
DESIGNED BHE
DATE 3/28/01 FILE NO,
DRAWN SHE
CHECKED RJA SCALE 1"=20' FE -D BOOK_ PACE_
APPROVED SHEET S1-.F 3
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65 - - - F- OUTLINE OF
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25 LF 6" DI 90.50% LF 6" DI @4-�514 0 LF DI
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PROJECT SITE RIGHT-OF-WAY UTILITY CROSSINGS
PRIVATE PROPERTY, CITY OF RENTON
[1] IE=31�39 3" DI V FLOOR FORCEMAIN TO SEWER) AR
o TOP OF PT SLAB EL=43.89 C G DRAIN) WASH
PVC FOOTING DR
IE=34.05 4" AN
IE=32.32 (6" DI FLOOR DRAIN TO SEWER)
ii F11 3
TOP OF FOUNDATION WALL EL=42.97 TP=32.14 DI FORCE MAIN TO STORM)
< 26016
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5 FLOOR DRAIN CALLOUTS SPECIAL STRUCTURE NOTES: NAL
4z
FLOOR DRAIN #1 FLOOR DRAIN #8 F EXPIRES 2/5/08
I& RIM=34.62 A OIL WATER SEPERATOR
RIM=34.79 0 UTILITY VAULT MODEL #660-SA
IE=32.22 (6") IE=33.29 (6")
m RIM=34.89 DEVELOPER
0 0 0 0 0 IE=12
FLOOR DRAIN #2 A FLOOR DRAIN #9 ':7222 IN
RIM=34.79
RIM=34.61 IE=3 �1 OUT) SO RENTON, LLC
U) SEE DETAIL SHEET S3 2100 124TH AVENUE NE
F-- IE=32-59 (6") IE=33.04 (6") SUITE 100
Z SSMH #2 TYPE 2-60"
L" Ld V) FLOOR DRAIN #3 (D BELLEVUE, WA 98 05
mz L A RIM=34.62 W/ DUPLEX PUMP (35 GPM AVERAGE) (425) 641-3939 0
m < z RIM=34.89 CONTACT' BILL SHERMAN
0 7: w I IE=33.12 (6") E=31.64 (6" IN)
0 0
NEW 8' WIDE SIDEWALK
z z 0 FLOOR DRAIN #4 E=31.14 (3" FM OUT) ENGINEER, 0
0 Ld 0 SSCO W/ FRAME AND ELEV=36.0 RIM=34.61 SEE DETAIL SHEET S3 C'
m z GRATE. SEE SHEET S1. E=32.83 (6") 18215 72ND AVENUE SOUTH
ENG10
m EXISTING VERTICAL CURB & FECOMENDIM FM KENT, WA 98032 r/""G ENG I%%
;�-c co) p z FLOOR DRAIN #5 (425)251-6222
m z :S . I . GUTTER TO REMAIN A RIM=34.62 (425)251-8782 FAX
I z IE=33.12 (6") By 4jlvl*�Z� DClte;/5;? /49��
0
FLL-j A FLOOR DRAIN #6 CITY OF RENTON
0 RIM=34.76
5' MIN. E By Date: -F -rME=-N-r C>F= PUBLIC VV`C�F=IKS
.0 L'i I i!- of a- PARKING GARAGE FF EL=34.89 (6") C>E= 'AF=t
I to 00 E5 LLI 4" PVC FOOTING D IE=34.05
1 a_
m FLOOR DRAIN #7 By: Date
RIM=34.79
L5 w PARKING GARAGE DRAINAGE
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LOPE FOR RAIN GE
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(If Q- W V)
Lj 0 LL 0 Date
- By:
Li w Lj EX. 6" SANITARY SEWER STUB PLAN
0 V) (n 'n Of Smithers' Ploce
2,
of 4" PVC FOOTING DRAIN IE-31.97 3'DI FM FROM DESIGNED BHE 8/01 FLE NO.
Of SSM #2 DRAWN BHE DATE 3/2
[If Yx 6" INCREASER CHECKED RJA FELD BOOK- PAGE
SEWER FORCE MAIN DETAIL H 6"X 6" WYE Sw*bM70zw SCALE
APPROVED
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SAWARY SEWER NOTES AND SPEaFICAMONS SE 1/4 SECTION 18 AND SW 1/4 SECTION 17, TWP. 23 N., RGE. 5 E., W.M.
PROPERLY LINE
BACKFlLL MATERIAL W SEE NOTE 4 LIMITS OF PIPE ZONE
(SEE NOTE 5)
6"
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
6'-0"
CONCRETE CLASS C
(SEE NOTE 8)
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION
FUTURE
6" BUILDING SENII2 PIPE n BUILDING SEWER
`-2 "K 4" STUD SERVICE MARKER PAINT
WITH 6" SIDE OUTLET = UPPER PORTION WHITE ANS STENCIL ON
o io
W
R
OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
(n
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO
WIRE
BLACK LETTERS AND /6 WIRE WRAPPED
o AROUND THE STUD AND EXTENDED TO THE
TOP OF THE STUD.
u
6" c0 �FY�R AND e I IN aTNrR
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFlLL MATERIAL
(SEE NOTE 5) 6'
3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT
OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
III III----- • ---- -- --8888 CONCRETE ? r.
II� "� CLASS 3000 'll-h'
1 '.- •�,;y. V -0"
APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 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
FOR RIGID PIPE
(SEE NOTE 6)"
Q
MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
Z
AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
15" 12 0
Q
STANDARD SPECIFICATIONS.
(n
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) LIMITS OF PIPE ZONE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
B
45" (1/8) BEND
Z
5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO
co o
jr J a
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
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
Q
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN
//
SEWER MAIN L gEWER MAIN
3 i
W .
ADVANCE OF BACKFlLLING ALL CONSTRUCTION.
CO E
® Ln
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
SECTION B -B
SITE.
2 HAND TAMP UNDER HAUNCHES
O COMPACT BEDDING MATERIAL ro 95K MAX DENSITY IXl1PT DIRECTLY
OVER PIPE HAND TAMP ONLY. grppONG CI,Ays OE.9Gl
A SEE "E)CAVATION AND PREPARATION OF TRENCH" IN DIE SANITARY DIMENSION GLASS A CIAO B LASS C CLASS D GLASS F
SETTERS SECTION aF DIE STANDARD �WFICTATIDNS FOR TRENCH WIDTH
w' AND TRENCHING OPTIONS TIE PIPE ZONE WILL BE TIE ACTUAL 6- MN.
TRENCH WIDTH. IX FOR CUSS A BEDDING THE MINIMUM CONCRETE A 1/41.D. 6" MIN. 6" MIN. ZBRO B" YIN.
WIDTH SHAL BE 1 -1/2 1.0. + 16 ".
Q
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 25 COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
ZOTHER
RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
-
Q
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
CIO
PRECEDENCE OVER ALL OTHER PLANS.
LINE I6 MAINTAINED.
PIPE BEDDING FOR SANITARY BF.'IfER
ADOPTED
CRY 0 RQRWK
• ♦
t1YA1Dy11m PLWB
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
it 1D ) FAlbtl noM. - AG
DATE REVISION BY PR DWG. NAME: 8078 SP PAGE: 0078
Ye YB S8N' WYE• D1/05
' s-1D Tm1 DcN m
DATE n..t.a 4 Ts a Agra "et. W KN
GATE REVISION BY DWG. NAME: 8077 SP PAGE: 6077
IS IN PROGRESS.
W D RevIN6 note 11) DYC
1D T A notes.
GATE REVISION PR DWG. NAME: 8076 SP PAGE: 0076
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
N
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. BACKFlLL 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 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.
o
MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
®O
12 OPEN
CRUSHED ROCK EAND EMECHANIICALLY COMPACTED D.O�UTS INTO
a
3
E-+
r� o
S HALL BE BACKFlLLEDSWITH
THE EXISTING ASPHALT SHALL BE NFATLINE CUT WITH SAW IN A CONTINUOUS LINE. A
TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFlLL AND
, :6
'
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND
W LL
SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
U�
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
O
-
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
C3
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
N� rn
COMPLETION OF CONSTRUCTION.
a
c
4 1.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
o
a
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
p
UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE
_
PIPE.
PROPERLY LINE
BACKFlLL MATERIAL W SEE NOTE 4 LIMITS OF PIPE ZONE
(SEE NOTE 5)
6"
6'-0"
CONCRETE CLASS C
(SEE NOTE 8)
A A
FUTURE
6" BUILDING SENII2 PIPE n BUILDING SEWER
`-2 "K 4" STUD SERVICE MARKER PAINT
WITH 6" SIDE OUTLET = UPPER PORTION WHITE ANS STENCIL ON
FOUNDATION LEVEL _
(CLASS A DESIGN)
2--0"
TEE
SIDE WORDING - SEWER" 3" HIGH
,
WIRE
BLACK LETTERS AND /6 WIRE WRAPPED
o AROUND THE STUD AND EXTENDED TO THE
TOP OF THE STUD.
u
6" c0 �FY�R AND e I IN aTNrR
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFlLL MATERIAL
(SEE NOTE 5) 6'
III III----- • ---- -- --8888 CONCRETE ? r.
II� "� CLASS 3000 'll-h'
1 '.- •�,;y. V -0"
BEDDING MATERIALiN<
FOR RIGID PIPE
(SEE NOTE 6)"
I`7 4-3/4"
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
FOUNDATION LEVEL B
15" 12 0
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER
MAINS ARE TO BE CORE DRILLED.
(CLASS B. C, D. DESIGN)
SECTION A -A FIBER JOINT WATER TIGHT
PACKING PLUG
VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE
SECTIONED IN.
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) LIMITS OF PIPE ZONE
B
B
45" (1/8) BEND
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1:3:5 MIX kh 0�' O'MoNG
CONCRETE CF
BLOCKING �\N y,5P .CR'(E 0�
O� 2$ MIN SLOPE
1 -0
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7)
FOUNDATION LEVEL
a'.
.,,,� +1
.6;.
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
HORIZONTAL
6" SIDE OUTLET TEE
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
�O _
//
SEWER MAIN L gEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
maim
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
SECTION B -B
OF TEE AT MAIN OVER 25..':w
ELEVATION
2 HAND TAMP UNDER HAUNCHES
O COMPACT BEDDING MATERIAL ro 95K MAX DENSITY IXl1PT DIRECTLY
OVER PIPE HAND TAMP ONLY. grppONG CI,Ays OE.9Gl
A SEE "E)CAVATION AND PREPARATION OF TRENCH" IN DIE SANITARY DIMENSION GLASS A CIAO B LASS C CLASS D GLASS F
SETTERS SECTION aF DIE STANDARD �WFICTATIDNS FOR TRENCH WIDTH
w' AND TRENCHING OPTIONS TIE PIPE ZONE WILL BE TIE ACTUAL 6- MN.
TRENCH WIDTH. IX FOR CUSS A BEDDING THE MINIMUM CONCRETE A 1/41.D. 6" MIN. 6" MIN. ZBRO B" YIN.
WIDTH SHAL BE 1 -1/2 1.0. + 16 ".
CAST IRON RING AND COVER
;...y'
, PLUG TO BE SEALED
;. IN SAME MANNER AS
;+!;�:- r'••' MAIN SEWER JOINTS.
-
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 25 COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
12^ MAx
IN ME BA SE SHALL SECTION OF STAN STANDARD SEWER TRENCHES'
IN TIE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS B 1/40.0. 1/2 O.D. 1/e O.D.
IXCEPT THAT ROCKS. OR WYPS LARGER THAN I- PER FOOT OF PIPE
DIAMETER SHALL NOT K USED G THE SACI6ILL MATERIAL c 3/4 D.D. 1/20.0. 1/6 D.D. -
6. SEE "BEDDING MATERIAL FOR ROOD PIPE' IN THE AGGREGATES SECTION
PON THE MATERIAL WECIFIMMONS.
-
STANDARD SIDE SEWER INSTALLATION
SERER MAIN TO PROPERTY LINE
(SEWER
OF THE STANDARD SPEDFICATIONS
J. SEE 'TEDDING MATERIAL FOR FUDOSLE PIPE' IN TIE AGGREGATES
SECTION OF STANDARD SPECIFICATION FOR ME MATERIAL SPECIFICATIONS
B. PIPE MUST BE ANCHORED IN SUCH A MANIM AS m ENSURE FLOW
1. 6' CLEA NOUT RING AND COVEN SHALL BE EAST JORDAN IRON WORKS, INC.
Na 3675; CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. B INCH CLEANOUT
2 IN UNIMPROVED AREAS POUR A T -0' THICK. Y -O' SGIARE
ADOPTED
OMIT DT FOR
♦ �
LsT mm. w /"
LINE I6 MAINTAINED.
PIPE BEDDING FOR SANITARY BF.'IfER
ADOPTED
CRY 0 RQRWK
• ♦
t1YA1Dy11m PLWB
CONCRETE. CLASS 3!100. PAD AROUND THE RING AND COYER.
J. IN ASPHALT ROADWAYS, RESTORE AROUND GR W WT RING AND ADOPTED
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. CITY OF RENTON
�DA7�i: 04P W8
it 1D ) FAlbtl noM. - AG
DATE REVISION BY PR DWG. NAME: 8078 SP PAGE: 0078
Ye YB S8N' WYE• D1/05
' s-1D Tm1 DcN m
DATE n..t.a 4 Ts a Agra "et. W KN
GATE REVISION BY DWG. NAME: 8077 SP PAGE: 6077
W D RevIN6 note 11) DYC
1D T A notes.
GATE REVISION PR DWG. NAME: 8076 SP PAGE: 0076
0 V 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SDR 35, OR DUCTILE IRON CUSS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 3" DOUBLE CHECK VALVE ASSEMBLY PER
18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL CITY OF RENTON STANDARD PLAN B101
DIRECTIONS TO MATCH PAVING. SEE SHEET SD4
J z z PARKING..GARAGE FF. EL 3489 ... .... ......
BOTTOM OF GARAGE SLAB DEL 34 39
1 oN
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" 3'- ELBOW ..-
IE =31.64 6° FROM
OIL ATER SEPARATOR
- - 3 `DISCHARGE
TO SSCO
:.:. .....:. - SEE SHEET S2
3 DISCHARGE
m n n Q
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HW ALARM EL =26.75-
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U U J PUMP #2 ON EL 25.50 C P C
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Q U Z PUMP ON EL 24.25
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(if ,�JJ U zg TYPE 2 -60" MANHOLE :..
PER DETAIL SHEET -SD4 -
w o ro m m
oa ov~-i�: PUMP OFF EL 23.00 - o _ a
aDw xv 10 T~-iI 1Taw °
N o BOTTOM OF MH EL= 21.75 -
Of Of w
D- a En n °w -- PUMP J1 AND #2 SHALL BE PACO MODEL # - 1570 -0
D_ 0 4'I N - - 1HP,: 1750 RPM, 3- PHASE: 460' VOLT,. EXPLOSION :PROOF, AND
°w fw71 N - _ RAIL - MOUNTED AND INCLUDE ALL FITTINGS, PIPING, VALVES- AND
N
21 APPURTENANCES. CONTROL PANEL SHA.LL;BE LOCATED�IN:.U.TILTY
-- - - ROOM. CONTRACTOR SHALL PROVIDE SEPARATE CONDUIT FOR POWER
AND CONTROLS. SEE MANUFACTURER SPECIFICATIONS FOR ADDITIONAL
L+ MHTYLD��LL y REQUIREMENTS.
SS2 W /DUPLEX PUMP (TO BE INSTALLED AND INSPECTED UNDER THE BUILDING PERMIT)
In st N7 N '- Z
1 "2' V,H
660 -SA
450 Gallon Capacity
No. 1Al2P 6nlvanlzetl
Na. 3030P Goly A-d Dl.- PI°te cover
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PLAN VIEW TYP1C°I 4 P`°C
corer Net sh..n, see cn.er Pl COVER VIEW
1 1/2' D'n. Lift Hae TOP OF VAULT 34.
1 Eoa sae. z cats OUTLET PIPE
INLET PIPE contr °etor To PI"g (6, . > Wrch sa "PF�„G ree
With Sa P 9 T fter Inst"t'on
INSTALL 1 -t2' RISER
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`E 3222 .D 8' ➢1n. - Retu -
6 1 D' ner IE=31.J2
Baffle 16• Dun
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SECTION AA
ROLL 2
FR
122'• ,)` RECOMMENDED FOR e�Paovat
4NIYS.T
SH�y'Pp -
By: Dater
z p y: Date: -
COG\ By: Date _
5 08 By: Date
DEVELOPER:
SDI RENTON, LLC
SUITE 112TM AVENUE NE �G ���
BELLEVUE, WA 98005 �W ;
(425) 641 -3939
CONTACT: BILL SHERMAN a
ENGINEER, � _
18215 72ND AVENUE SOUTH d, el y-
KENT. WA 2
(425)251 -6222 `T /TUG EN G1N���
(425)251 -8782 FAX
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER NOTES AND
DETAILS
Smithers Place
DESIGNED ENE
DATE 4/02/02 FIE NO,
DRAWN SHE
CHECKED RJA SCALE NA FIELD BOOK PAOI
APPROVED _ OF !SHEET 53 OF 3
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PARKING GARAGE FF EL=34.89 5' MIN.
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SE 1/4 SECTION 18 AND SW 1/4 SEC11ON 17, TWP. 23
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Gl a age Existinu
Garage
Garage'.'
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GRATE, SEE PLAN VIEW,
DETAIL SHEET S3.
NEW 8' WIDE SIDEWALK
Z ELEVATION VARIES 35.0 TO 37.0
EXISTING VERTICAL CURB &
71.1--�GUTTER TO REMAIN
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Date
APPROVED
DIRECTOR
SHEET E"
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OF PUBLIC WORKS
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2. HAND TAMP UNDER HAUNCHES.
SANITARY SEWER NOTES AND SPECIFICA11ONS
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM
18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA,
6 INCHES AND MAXIMUM 3" DOUBLE CHECK VALVE ASSEMBLY PER
COVER MUST SLOPE IN ALL
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12.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
�-
B" MIN.
1.
ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO
B
Y
1/2 O.D.
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION
THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A
H
PARKING ..GARAGE.. EF..EL= 34..8.9... . . . _ ............. .
W
OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
W
BOTTOM. OF GARAGE; SLAB EL= 34.39.
2.
THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND
0
(SEWER R MAIN TO PROPERTY LINE/
S. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW
3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT
SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
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OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
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A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER
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APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE
s" BUILDING SEWER PIPE
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DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
............
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3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
in
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MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER
TEE WITH 6" SIDE OUTLET
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
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AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
o_
STANDARD SPECIFICATIONS.
3 "` DISCHARGE
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4.
ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
15.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
s" SIDE SEWER AND BUILDING SEMB
ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD
.. ... SHEET S2
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AVOID DAMAGE OR DISTURBANCE.
.. .............
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5.
A PRECONSTRUCTION .:CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO
°-
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL
U
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
x x x
AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE
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SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL
BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE
10 7
PDATi;
note
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CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN
D!
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UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE
ADVANCE OF BACKFILLING ALL CONSTRUCTION.
REVISION
W
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6.
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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7.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
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OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
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8.
PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
1:3:5 MIX
(�
PRECEDENCE OVER ALL OTHER PLANS.
CONCRETE �.
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9.
A COPY OF THESE APPROVED
BLOCKING 25
PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
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IS IN PROGRESS.
PUMP #2 ON EL =25.50 -
BACKFILL MATERIAL W SEE NOTE 4 LIMITS OF PIPE ZONE
PROPERTY LINE
(SEE NOTE 5) 6..
CONCRETE CLASS C
6'-0" (SEE NOTE 8)
FUTURE FOUNDATION LEVEL
BUILDING SEWER B
2 "X 4" STUD SERVICE MARKER PAINT (CLASS A DESIGN)
UPPER PORTION WHITE ANS STENCIL ON
SIDE WORDING 'SEWER" WITH 3" HIGH
a BLACK LETTERS. AND #6 WIRE WRAPPED
AROUND THE STUD AND EXTENDED TO THE W (SEE NOTE 4) -jam LIMITS OF PIPE ZONE
m TOP OF THE STUD. ..tt''
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER
MAINS ARE TO BE CORE DRILLED.
VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE
SECTIONED IN.
/- 60" ALLOWABLE MAX.
/ FOR CAST IRON PIPE
OR DUCTILE IRON PIPE. l,X
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF 6 SIDE OUTLET TEE
THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 6" MIN. MAIN
N
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 CONCRETE BLOCKING ANGLE
LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND OF TEE AT MAIN OVER 25
ta. FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. ELEVATION
MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED
SEWER MAIN
`-Tq
2. HAND TAMP UNDER HAUNCHES.
DIMENSION
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM
18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA,
6 INCHES AND MAXIMUM 3" DOUBLE CHECK VALVE ASSEMBLY PER
COVER MUST SLOPE IN ALL
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12.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
CITY OF RENTON STANDARD PLAN 8101
B" MIN.
O
3:
ZERO
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO
B
SEE SHEET SD4
1/2 O.D.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES"
THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A
IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS,
PARKING ..GARAGE.. EF..EL= 34..8.9... . . . _ ............. .
= a
°
TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
O.D.
BOTTOM. OF GARAGE; SLAB EL= 34.39.
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COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND
NOTE:
(SEWER R MAIN TO PROPERTY LINE/
S. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW
ADOPTED
SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
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A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER
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13.
DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
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14.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
`
'p•,
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
OIL /WATER SEPARATOR)::::::
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3 "` DISCHARGE
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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
.. ... SHEET S2
>
0-
.. .............
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
-�• ... 3 ELBOW .
°-
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL
v 3" DISCHARGE'
D_ rY
x x x
AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE
T-
SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE
10 7
PDATi;
note
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UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE
REVISION
BY
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PIPE.
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SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
Z
F-
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
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HORIZONTAL
BACKFILL MATERIAL
(SEE NOTE 5) -
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6) -
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) -
FOUNDA11ON LEVEL
�Ilz �IVAT107k 1. PROVIDE UNIFORM SUPPORT UNDER BARREL
BEDDING •- RIGID PIPE
W (SEE • OF •
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
2. HAND TAMP UNDER HAUNCHES.
DIMENSION
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM
18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA,
6 INCHES AND MAXIMUM 3" DOUBLE CHECK VALVE ASSEMBLY PER
COVER MUST SLOPE IN ALL
OVER PIPE. HAND TAMP ONLY.
CLASS D
4° SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
DIRECTIONS TO MATCH PAVING.
CITY OF RENTON STANDARD PLAN 8101
B" MIN.
"W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL
ZERO
TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE
B
SEE SHEET SD4
1/2 O.D.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES"
}
IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS,
PARKING ..GARAGE.. EF..EL= 34..8.9... . . . _ ............. .
EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE
= a
°
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O.D.
BOTTOM. OF GARAGE; SLAB EL= 34.39.
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7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES
SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
(SEWER R MAIN TO PROPERTY LINE/
S. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW
ADOPTED
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HW ALARM EL= 26.75- . .
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BOTTOM OF MH EL= 21.75 - a
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PUMP .:1 AND: #2 -SHALL BE PACO MODEL 1:57
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RAID MOUNTED: AND INCLUDE ALL FITTINGS, PIPING, VALVES' AND
.... ..........:..
APPURTENANCES ; .CONTROL.'PANEL: ,$HALL :RE LOCATED;,IN: UTILITY
ROOM. CONTRACTOR SHALL PROVIDE SEPARATE CONDUIT FOR POWER
AND CONTROLS. SEE MANUFACTURER SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
(TO BE INSTALLED AND INSPECTED UNDER THE BUILDING
LO "t
M r
®
PERMIT)
N
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1 "2' V, H
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GON 2% MIN SLOPE
HORIZONTAL
BACKFILL MATERIAL
(SEE NOTE 5) -
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6) -
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) -
FOUNDA11ON LEVEL
�Ilz �IVAT107k 1. PROVIDE UNIFORM SUPPORT UNDER BARREL
BEDDING •- RIGID PIPE
W (SEE • OF •
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
660 11%
450 Gallon Capacity
For Baffle and Weir Plates
PLAN VIEW Typical
Cover Not Shown, See Cover Plan
2. HAND TAMP UNDER HAUNCHES.
DIMENSION
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
CLASS 8
OVER PIPE. HAND TAMP ONLY.
CLASS D
4° SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
A
SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH
B" MIN.
"W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL
ZERO
TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE
B
WIDTH SHALL BE 1 -1/2 I.D. + 18 ".
1/2 O.D.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES"
ZERO
IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS,
C
EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE
1/2 O.D.
DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL
O.D.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION
OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
STANDARD SIDE SEWER INSTALLATION
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES
SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
(SEWER R MAIN TO PROPERTY LINE/
S. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW
ADOPTED
LINE IS MAINTAINED.
U1 CLTY OF RIENTON
°O
o.
sTaNnneD plrArls
LOT DeTE: 04/04
DWG. NAME: B078 SP PAGE: 8078
660 11%
450 Gallon Capacity
For Baffle and Weir Plates
PLAN VIEW Typical
Cover Not Shown, See Cover Plan
t-st -�
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS 8
CLASS C
CLASS D
CLASS F
A
6" MIN.
1/41.0.
12" MAX.
B" MIN.
B" MIN.
ZERO
6" MIN.
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.
-
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MB
me
4-4-97
ComseW note 4
RE
DT
2 -21 -91
1111mbed note0. 4,%7.k 0. Added note a
KJ
- --
DATE
I REVISION
BY
APPR
No, 1012P Galvanized
No, 3030P Galvanized Diamond Plate Cover
Diamond Plate Cover 2 Places ry/
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.................
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. .................. .
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m„ i .r+ T----
4 Places
COVER VIEW
1 112' Dia• Lift Hole TOP OF VAULT EL =34.89
1 Each Side, 2 Sides OUTLET PIPE
INLET PIPE Contractor To Plug (Grout) With Sampling Tee
With Sampling Tee After Installation
'.o "•."• .'0:?
T-.7 ::.4. >: INSTALL 1 -12' RISER
SECTION AA
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
C1Tr of RENTDN
STANDARD PLAM
IM DATZ:01 /05
DWG. NAME: B077 SP PAGE: B077
/4"
GHT
PIPE MATERIAL AS SPECIFIE
BY THE ENGINEER
NOTES:
1. 6" CLEANOUT RING AND COVER SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3675. (LEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1' -0' THICK, 2' -0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
104/101
1 Revised notes
JJDH
I DMC
10 7
4 Hole
IE =32.22
AG
DATE
I REVISION
I BY
(6" IN)
`U la
Oil Retainer
p'
Hole
Baffle
tt
IE =31:72
(6" OUT)
o;'
S
Flow Diffuser
o.
Baffle
Q
a.
.•
L
Grit/ Sludge
'p•,
Retainer Wei
0
3
T-
SECTION AA
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
C1Tr of RENTDN
STANDARD PLAM
IM DATZ:01 /05
DWG. NAME: B077 SP PAGE: B077
/4"
GHT
PIPE MATERIAL AS SPECIFIE
BY THE ENGINEER
NOTES:
1. 6" CLEANOUT RING AND COVER SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3675. (LEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1' -0' THICK, 2' -0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
104/101
1 Revised notes
JJDH
I DMC
10 7
Added notes
JDCV
AG
DATE
I REVISION
I BY
PPR
PLUG TO BE SEALED
_ IN SAME MANNER AS
MAIN SEWER JOINTS.
6 INCH CLEANOUT
Y ADOPTED
C1TY OF RENTON
+ s
STANDARD FLM
T LBT DATE. 04/04
DWG. NAME: B076 SP PAGE: 8076
S-3357,05
FEMMMENDM FM AMMVAL G7F--P.4F3TMENT ®E PUBLIC WORKS
Date: SANITARY T
DETAILS
Date: Smithers' Place
DESIGNED BHE
DRAWN BHE DATE 4/02/02 FILE NO.
Date
CHECKED RJA SCALE NA FIELD BOOK PAGE
Date APPROVED
DIRECTOR OFF PUBLIC WORKS SHEET OF 3
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