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^''NCP,ETE P, SER 3" PIPE INC.,
ON A:'H04V1) rOual.
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A- PRO•e_C E9-AL; DCLOR OF CDA.-NG S-AL_ BE W4 -.
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f t II ^'t C'M R: -llr l ?a ^r: -P
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9. A IIINOV DVS TO MAN -O -E siA_L BE YAJE JSI`.2 CPK ADAPTOR. <OR N SEA_ 8005 OR
AR'RO':cD LO-AL.
t0. IAANI FAL_ PFO TO , S` :RR \--f< Ti I-E 90 -' -- irfP SILA.1 Ic4T A `sL2fTR.if.<' C P: r:
AND =AL_ PF.OTE4 Ot. cY5 -E•d PIS nLEO.
PUBLC WORKS �- NI.CI _X001
4 4 NHOLE
DEPARTMENT STANDARD SANITARY MA
N.11iCll 2008
12 A"
14'
MET ROCKET
NO.
.A,
W - 11 N.C. SOCKET HD
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2
JELSNYC
(REMOVE TO R/Vf}
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IF.
HF!
45"
5
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5'HIN
24"
'j 11.
21"
I.D.
34'
MH
54'
9"
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5.5" MIN.
24"
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24
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-
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1. ST -rS TO f: 'OI YP?Cr fl _\- <::rf 'r S11T5.
STEPS AP. °_ 3E IN 'LACE BEFORE N' ^HOLE SEATO \9 ARE IhST.nLEO.
5. IAN `C IU E= -E'. UtA @h4 NO
HARM r srcTORs - nr S f.- r.'ORC'1 Pf.'C :•S- :ORCRfTr.
b. ALL .UII.RC b4A_L HE 8NB!116U.
6. .:,.NI -P,%` sm ? V.A.\ airs D 1 V. -x is INTER 'IN S_RrACS, `CI _:LNG C Amin r,G.
0.nATFD (SAT =1) `N -i A. HIGH p. 1 CS LWTHANF MATING; W'.ASW; ':C -AR(1 HIFI T . ^.2
A- PRO•e_C E9-AL; DCLOR OF CDA.-NG S-AL_ BE W4 -.
HJBU_t GASKL X JON 5 SIIAL_ U_ R COY CI MAHC_ WHIT ASIM c43.
f t II ^'t C'M R: -llr l ?a ^r: -P
H. LhEC I'IITsN TT AN,Al M.. .(1 DrP<AD , f. } l.. IP.
9. A IIINOV DVS TO MAN -O -E siA_L BE YAJE JSI`.2 CPK ADAPTOR. <OR N SEA_ 8005 OR
AR'RO':cD LO-AL.
t0. IAANI FAL_ PFO TO , S` :RR \--f< Ti I-E 90 -' -- irfP SILA.1 Ic4T A `sL2fTR.if.<' C P: r:
AND =AL_ PF.OTE4 Ot. cY5 -E•d PIS nLEO.
PUBLC WORKS �- NI.CI _X001
4 4 NHOLE
DEPARTMENT STANDARD SANITARY MA
N.11iCll 2008
12 A"
14'
MET ROCKET
NO.
v4f u.c,_
W - 11 N.C. SOCKET HD
2" A.C. 2'-0"
SECOND BURNET&
01/31/2008
SCREW 1 A' LONG
2
JELSNYC
(REMOVE TO R/Vf}
(BRONZE OR S.S.)
1
Ti5'rv-,1
)F % 2" RAISED PADS
4
- - - -__
6'X6'%6" WYE
6
CONSTRUCTION SET
ESM
6" CONCRETE
DFND AS MURREE
EMSTNG 4' SEE
CLASS 3000
FIBER JOINT
\\
`PROPOSED 6" SEMTR STUB
T
PACKING
ESM
SEWER MAIN 92E X 6- LEE
WATER TIGHT
PPOPoSEU SEWER MAN
z
PLUG
6 � 1
45' (1 /8) BEND 1
2'
? 4v
2 S0�
O P
e0�
c?'
PIPE MATERIAL As SPECIFIED
BY THE ENGINEER
PLUG TD BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
NERES
I. 8• CLEANOUTS SHALL BE EAST JORDAN IRON WORKS. INC.
A. M98 OR EQUAL CLEAN CUT SHALL BE A WATER TIGHT ASSEMBLY.
Z IN UNIMPROVED AREAS, PDUR A Y -0' TRICK, 2-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND ME RING AND COVER.
PUBLIC T 811LI PLAN - 4034
DEPARTMENT ENT 8 OR 6 INCH GLEAN -OUT
MARGR 2008
Cd 2 Working Days Before You Dig
1 000
a- UNN Underground Location Center
4 (D,Mr,ND,OR,WA)
JL_I UL_ "i 'J 'L_'
-rx, 1Y SP: \r.FT i'I'
AFAR- 1`'1 23 : /M` (SBhn)
JLA LC, :SEE JLIA._:
RENTO
SEWER
COVER & FRAME
PLAN VIEW
_ J,1 rJA
Ina.ol. -
J /4• °_'e irl
aSTL]
y,
l
[2 .
Ire
MVER SECTION VIEW
2 2 LA
NO.
v4f u.c,_
BY
L- - J
SECOND BURNET&
01/31/2008
;' Y4IPRyl4�IA� }1- 4
2
JELSNYC
(REMOVE TO R/Vf}
ESM
�EXISTING SANRARV SEWFN uAM 1
(RURPE)
Ti5'rv-,1
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4
C'sIY III �� Uf o; �n 1L JI'_H»i
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3c I /S• DA
1`11; ELT SO -. :OL_EN E /D)
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RLJLL : SiPSi _f:
EON BOLTING DETAIL
1 /4' VIA'
Ire'
L4v.1
1 /P•
GASKET GROOVE DETAIL
LBE /r..I NOTES:
FRAME SECTION VIEW I. a. ro'::-H
J snr•.1 B- o•::K V:: u; P -R - ^sl
A-,:AN RCh ;i.R <5 NQ. h::..T117F1 OR -DA41.
2. _SE FRAti "_ AND CCV'ER =CR STORE (ScEC ="
"1: !hl\'•
CI :;Ml !;, BAVH.4!" (SPIV Y
" ^E'YE3'1, CR viA'ER (SPEr-FY "WATER"),
BID. PliN - wl
4 � 4 PUBLIC WOR-13 MANHOLE PRAYS AND COVER
_7 DEPARTMENT MARCH 2004
- W (5, - 110 IF A) --- _Rte T-., OF PIPE 7C1 \=
:DIIVC td-TEP.I /L -OK
> / -•NI :'PY 5ti'tR I'll'- � ` J. ;; "r'L
slI ncI :`• � //"
BEC:IbG =0R : A,VI-P•R) SEvVER (' 'c
"AlIMM - ;111`1`!1% urnl .i 14 . KU.
2. H?•NC -r4:P JNCEP, FAJNCHES.
3. COMPACT 3c_ 1,4 MAT-MA- -0 95% MAY. CEPISIT 76CEe- DIREC ="
CeER =PE. FAVD -AtIP CIAL ".
4. SEE "EXCAvATIC`1 AWJ PREPARATION 0- TREVC IV -
Ti- > SANI rF'i
9 DTH SEC IN TF T - NO OF-ON S�- CUIOATICMS N- TfL( -
METH "'h" A'J_ TAIDUL NC OF -DNS. - -E ='E 2W8 0.LL 3E THE
-::ILA uRl h:: :DOnI.
v. ININ:1 H.!d:fii11 SHAT CONJOIN if: "Uf.i:F'I II IIM.:'M tll 5n: Jlh r'
SC.•2H ]L6 CH GF 1 -= IA`.G".J 5'cUHGVN:Na L %6EI' IHe
IIC ^ {S'IN I,M'S 4:°IR RIA` ." OI ! turn 01 '' Dv.M Iii
'34AJL NO- BE USED 1\ N? SACKF.L MA-RIA_,
6, PIPE 25'.E MATRLS_ SiAL_ BE "s?A4E_ EACKFLL FOR CRAINS' AS
SFFPFEO E. h_ ACCREOA -ES SE °CTIOY J= THE S-a HOAFL
s =-nr -ATCV=
'. PIPE E ,S- DC AVCNCI =J IN Sts .A MAVHCI AS TO -NSURC FLC21
LOIE IS VAIKTAI`.ED,
PUBLIC' PA_ WORTH PIPE REOOINO
GCPA7TMEVT FOR B,AIIRARY BEWER$ ( MARCH 2DOA
PROPEPIY LINE
a
v FUTURE
S' BUILDING 6EHEA PIPE j BUILDING SEWiR
IF
MR. Ins �2 ". 4" =0 MAxgNG POST A.H.
`TB: MEN B" me Oului = SURFACE CLEANWT MM WINTE WTH THE WORD `SEWER` SHOW
rc CAST IRON RING A COVER IN S HIGH DUCK UTTERS AND 96 1
wF5 (SEE 610. Ow 403.1) EXTENDED TO ME TOP ME BOND OF ME MD.
a^ 4DF m sn AND RED DING �-
ACCEPTABLE PROCEDURES FOR SIDE SEMER CONNECTIONS TO M41M
LINES ARE AS FOLLOWS.
A. 'MMED CLAY MAN - CUT W A NEW TEE BRING FLEXIBLE
CMPUNGS (PERNCO OR APPROVED EQUAL).
S. CONCRETE MAIN - CORE - DRILLED MM A ROMAC SAODIE (OR
APPROVED EQUAL).
G PVC MAW - CORE- DRILLED AIM A RABIC SACOLE (M APPROMB)
EQUAL) OR CUT IN A NEW LEE USING MUD COUPLINGS
D. DUCTU2 IRON MAIN - CORE - DRILLED WITH A NOMAD SADDLE (M
APPNOWO EQUAL)
E MANHR E COYNEGTM - ALL CONNECTIONS TO MANHMFB SHALL BE
AT MANUFACTURED KNOCK -OUTS OR ME
SMUCTURE SHALL BE CORE- DRILLED.
50" ALLOWABLE MAX
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE. ADS
1:3:5 MIX e<? ,.�{,,.•��G
CNCRETE
BLOCKING pe p•,.TN
N 15
SIAPE
HORIZpJTAL
6" SIDE OUTLET LEE
SEWER SEWEN MAIN
S" MIN. MAIN
CONCRETE BLOCKING ANGLE TFIPIC.Al SIDE cEWFR FI FVATGN
OF TEE AT MAIN OVER 25
ELEVATION
NOTE
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY MNE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER.
PUBLIC WORKS STANDARD BIDE SEVMR el4- PLAN - a"
4 -lam ,' nRPARTMENT
(mvi mmN To PROIERTY LIRE) r MARCH 2010
1k x/w
I (�
PVBIdC WORK9 TYPICAL BIDE BEIRER CONNECTW MB. PLAN 4W
4 DEPARTMENT FOR BA=S R MAIN REPLACEMENT MARCH 2010
SANITARY SEWER NOTES AND SPECIFICATIONS
i. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS
SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN
WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3. 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.
4. A PRE - CONSTRUCTION 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 PUBLIC
WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS
AND OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON. PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. 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 LICENSED PROFESSIONAL SURVEYOR.
10. 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 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. MATERIALS TO COMPLETE THE FILL OVER PIPE
SHALL BE THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. CUTS INTO THE EXISTING ASPHALT SHALL
BE NEATLINE CUT WITH 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.
12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
13. 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.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
SPECIFICATIONS. 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 INCHES ABOVE AND BELOW THE
PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50,
UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE
MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
1 SECOND SUBMITTAL ESM fD1/31/2m 5LARI'B' M'PUO
`AAMTA . 1960 CITY OF
2 THIRD SUBMITTAL ESM to/22/2oi oESlcxm: M'y` xowzoNw_ NAn lees /1061 @.� T�
3 FOURTH SUBMITTAL ESM 12/06/201 m •� RENTON
ORW:
4 MYLARS ESM 12/22/201 t'LC ONE INC" DATUM
5 CONSTRUCTION SET ESM 02/24/201 U.ECKED: AT �,l LL eD,LF Planning /Building /Public Works Dept.
IF NOT ONE INCH
NO. REVISION BY DATE APPR -WME- 6TALE AOCO601NGLN
S=345014 cRECORD DRAWING
MTF:
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS
PACE:
DP•,wwc xo:
SEWER DETAILS AND NOTES DT -05
018,'5- 345D 14
1`2
REVISIONS
NO.
- _
BY
L- - J
SECOND BURNET&
01/31/2008
6" SEWER STU
2
JELSNYC
(REMOVE TO R/Vf}
ESM
�EXISTING SANRARV SEWFN uAM 1
(RURPE)
FOURTH SUBMITTAL
12/06/2010
♦T__- - ___'- ____- __----- _`_____
4
- - - -__
6'X6'%6" WYE
6
CONSTRUCTION SET
ESM
6 "% 4" EDUGEF-
DFND AS MURREE
EMSTNG 4' SEE
(NOT To E%CCEED 'S•)
AS WILTS
09/12/2011
\\
`PROPOSED 6" SEMTR STUB
T
AS BUILT MYIARS
10/19/2011
ESM
SEWER MAIN 92E X 6- LEE
O
PPOPoSEU SEWER MAN
z
PVBIdC WORK9 TYPICAL BIDE BEIRER CONNECTW MB. PLAN 4W
4 DEPARTMENT FOR BA=S R MAIN REPLACEMENT MARCH 2010
SANITARY SEWER NOTES AND SPECIFICATIONS
i. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS
SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN
WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3. 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.
4. A PRE - CONSTRUCTION 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 PUBLIC
WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS
AND OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON. PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. 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 LICENSED PROFESSIONAL SURVEYOR.
10. 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 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. MATERIALS TO COMPLETE THE FILL OVER PIPE
SHALL BE THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. CUTS INTO THE EXISTING ASPHALT SHALL
BE NEATLINE CUT WITH 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.
12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
13. 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.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
SPECIFICATIONS. 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 INCHES ABOVE AND BELOW THE
PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50,
UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE
MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
1 SECOND SUBMITTAL ESM fD1/31/2m 5LARI'B' M'PUO
`AAMTA . 1960 CITY OF
2 THIRD SUBMITTAL ESM to/22/2oi oESlcxm: M'y` xowzoNw_ NAn lees /1061 @.� T�
3 FOURTH SUBMITTAL ESM 12/06/201 m •� RENTON
ORW:
4 MYLARS ESM 12/22/201 t'LC ONE INC" DATUM
5 CONSTRUCTION SET ESM 02/24/201 U.ECKED: AT �,l LL eD,LF Planning /Building /Public Works Dept.
IF NOT ONE INCH
NO. REVISION BY DATE APPR -WME- 6TALE AOCO601NGLN
S=345014 cRECORD DRAWING
MTF:
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS
PACE:
DP•,wwc xo:
SEWER DETAILS AND NOTES DT -05
018,'5- 345D 14
1`2
REVISIONS
NO.
DESCRIPTION DATE
BY
1
SECOND BURNET&
01/31/2008
ESM
2
THIRD SUBMITTAL
10/22/2010
ESM
3
FOURTH SUBMITTAL
12/06/2010
ESM
4
L[YIAIE$
12/22/2010
ESM
6
CONSTRUCTION SET
ESM
02/24/2011
6
AS WILTS
09/12/2011
ESN
T
AS BUILT MYIARS
10/19/2011
ESM
O
z
U�/)�
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JOB NO.: 1352- 001 -006
DWG. NAME: DT -05
DESIGNED Y. KAO
DRAWN BY: CLC
CHECKED BY:
DATE: 10/19/2011
DATE OF
PRINT:
DT -05
27 OF 31 SHEETS
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