HomeMy WebLinkAboutzS-3860Setmm®
STA: 4+30.84, 4 0 �' L T
Sm CAP W1`TEMP.\ 2`4.0.
ASSEMBLY AND RMRUST
BLOCKING 4
PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., VI -M. EX. CB
CITY OF RENTON, STATE OF WASHINOTON RIM=441po1 \ s I LAI
"s INV=435.91 (18-N)
N call I
INV=435.46 (18"S) EX. CB
. 4 S"8d19'301PE 396.28'
II I RIM=441.03
36 II I INV -437 4 12"CMP
_ '19'30'
a 30.00'
\ 18 °
� u I
I
°
LOT 5
LOT�" ' A 4a 9.5 DEDIC T10N
3 11 I
❑, 972 sq ft. 4, 982 s . ft. \ LOT 2
u I
A TI 0.11 acres q 4, 829 sq. ft. d II ,
A 0.11 acres 0.11 4,831 sq. a n
acres LOT � II I
(PHI VA I F OF WNAPPROX. LOCATION CITY OF
CAUTION
RETENTION TRACT) _ _ = 0.11 acres 7,510 s .ft. u
' AKIN• FF 442' q SEATTLE 36 MMA �
436 N. FF -� o
(PUBLIC ACCESS SEMENT TO CITY) ,�,� 0.17 acres w _ n I -CALL KA IN ILLMAN OF SPU
\ MIN = hIIIN. FF = 442' / I w �;1 1(206) 6so-ldrs PRio" Tn
ANY WORK NEAR WA TERLINIE,
/ --�--- I
o a DK��NGy POT}IOLIWG, ETC.
\ . . . . a , II
qf I II
cuCc ti�chr Cx
86o 181R T isi n11 522 SA. 2+ 1* WATER METER, TYP.
i �l.
2
.26 r .... ' .... SFp
1a6
10' PUBLIC SEWR%WA TER 1.s5 f�433.22 O6 NW Wc,(l
PRIVATE STORM EASED INV10 PULIC SEWER/WATER & GRAPHIC .�SC
ALE
, INV433.05 (8E)
PRI VA TETORM EA SEMEN T \
�-------I I . . . .
o zo o 10, zo
-- - - - -- LIII �, , :•. � J I
---- /
a
S 6„ PC SEER SERVCE
..... STA. 2+45 . •. (u°j
Zs (�
SII I
I
STA. 0+00, 1 d'RT
_ 1
)
I .. ... ... . . . s
- - - - -- % STA. O+afI =439.95& (MATCH PAYING) IN F
EETO 200xTYPSTA. 1+42 INV=431.05 (80M) 1 inch 20
...... .......... ........ N8„ PVC
•7 I I
EX. INV= 430.95 (dN&S)
now so's WWI
.�. • # • « .
....... TR _AC T -`B
V.2 e 0 •1
EX. FIRE HYDRANT- - - �.
Ell 0
00
all We x STA: -0+1&6Z &91" LT
I I , _HOT TAP C014NECTM TO
.04
EX. 8' CITY 1111147ERMAIN
I i51
I� _ A ]
01 TAPPIING VAL If
1-6" GATE VALVE (FLXMJ) 112" 1-8" GATE VALVE (MJ) 1-8"X8"X6" TEE (MJ"WL)
1-8" GATE VALVE (FLAWJ) REBAR W/ MEGALUG FLANGE ADAPTERS ON r LEGS II I
n I
1-d" ADAPTER (n -*J) & CAP 1-6" GATE VALVE (FL)dWJ) I�
6" DIP CL.52-CUT TO LENGTH6" DIP CL52-CUT TO LEWIN
1 -FIRE HYDRANT ASSEMBLY\ \c� 1 -FIRE HYDRANT ASSY EEI W W
W/TFIM!'!!ST BLOCKING C,) W/THRUST SLOCKMMG SSMH RIM EL=439.45
IE 8"PVC(NE)=431.10
IE 8"PVC(N)=430.80
IE 8"PVC(S)=430.75
4•-8" 45■ B11 M0 (MJ)
1 �-8"X8"X6- TEE (FL.) LUW P/. � ►AC T + /U. Uu W/TMR+U T >�OpC
,\ �- " LOW PT ELEV: 440.65 � p' H
N 1-8� GATE VALVE .(FLXMJ) �as. 1. BMP'S SHALL BE PROVIDED ON EACH LOT TO
+ 1_8. GATE VALVE (FLxMJ) o PVI STA: 1+70.00 0 TREAT 1400 SQ FT OF IMPERVIOUS SURFACE
" o ao 0 0o HIGH PT. STA. +74.44
1-8 ADAPTER (F`LxtAMJ) �1 �,�. C�M1K� r PVI ELEV. 440.45
PER LOT. SEE TYPICAL BMP SHOWN ON THIS
0 0 0 o HIGH PT ELEV: 441.38
,, 6" DIP CL52-CUT TO LENGTH + K. 40.00 'n " SHEET.
�''. 1 -FIRE HYDRANT ASLY �.�N1 fF Let It N LVC: 80.00 ± o PVI STA = 0+55.00 0 2dt LFNd DIP Gti52
450.00- - --- - - - -- --- - 450 IMA TER�MAMN 2. ALL ON -LOT IMPERVIOUS SURFACES BEYOND
w/RUST e�.oE,IuG h��AU�t� �N °�
Co + tr- K 5.5. + - THE 1400 SQ FT PER LOT SHALL BE
PR POSED GRADE 6# W AM 06 '-� m o O STA. 0+15.62. 6.91 LT CONNECTED TO THE STORM SYSTEM THROUGH
A 1-4' Mt)D ru nc cn> > ru _ . C, yr, _ 54. 60 W HOT TAP CONNECTION TO EK PERFORA TED PIPE.
4 3 0. 0 STk 24 aK 1 !R r - - - --- ---- -- 430 I W1 1 u Ltivu 1"
" -- STA. 2+00 -SEE DEFLECTION DETAIL BLOWY
CAP W/ TEMP. 2 B. o. _-���- +�` 2 " " STA. o+ 1 a� r
ASSEbK Y AND TIMR'UST 153 LF, -8 DIP CL52
-�------ 112 LFNB DIP CL52 Rel ..441.62.. 1-d GATE VALVE (MJ) 20# LFNd" DIP 0X52
IMA AW
BLOCKWG WATERMAIN INV=433.22. (6"NMS WATERMAIN
RW 430.95f (MATCH PA MING)
nN=433.05 (8'E) MNV=431.05 (8V
.137 LF, -8" DMP GY.52
WA TERMAMV EX WVm43Q95 (8Nm)
4 2 0.0 C)- --- - --- - ----- ---- --- -- - - - - -- - 420
TRACT B APPROX. LOC�4TiDV GyTY OF USE d" D.I. CI.50 SUMER PUpE
SEA TILE 36'" IMA TERLIME TO 10' BYE 36" WATER
- 1 "=20' HORIZ. CALL KA TIMI ILl.AIAN � S�'iJ
-ITER LENGTH OF PIPE
1"= 10' VERT. - UNDER IMA T1ERK.MME
(206) WO -1875 PRIOR' TO -PIPE�DOIMNG PER & P. u.
ANY WW NEAR WA TER .IM
DIAD K PODM IAK EIC, SAC'S PER KATI ILLMAN
A(n nr�
O� �� `�`VJ `O NLfj � �O
d- op
LC) cc
n� �� n���
4+35.92 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00
VERIFY
MEGALUG Ft-AN@F
41 ADAPTER, TYP.
HYDRANT TEE W/ MEGALUG 6'
ADAPTERS ON 8" LEGS EXISTING
36" WATER LINE
i
' 1' MIN
TOPOGRAPHIC & BOUNDARY NOTE
TOPOGRAPHIC AND BOUNDARY SURVEY SHOWN HEREON WAS
PREPARED BY TOUMA ENGINEERING IN 2014.
36" WATERLINE SHALL BE POTHOLED TO VERIFY EXACT LOCATION
AND DEPTH PRIOR TO CONSTRUCTION. THIS INFORMATION SHALL
BE PROVIDED TO ENGINEER FOR AN EXACT DESIGN.
2-8" 45' BEND (MJXMJ)
6' W/MEGALUG -F�
ADAPTERS, TYP.
CAU
CITY OF SEATTLE 36"
MNTERLINE -CALL KATFM
IILLAMAN OF SPU (206)
000 1875 PRIOR TO ANY
WORK WEAR WA TERLM&
DKW MG, PO7EKXAr4 ETC
L`aNCRE1E THRUST
BLOCKS PER C.O.R.
STD PLANS 330.2
do 330.3, SEE
SHEET C5.1
L
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Know what's belOW.
Cell bore YOU ON
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JOB /MO■ 15515
DATE 10/26/15
SCALE 1 "= 20'
DESIGNED TJR
DRA MW JEF
CHECKED TJR
APPROVED TJR
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FACE OF CURS
4"2""" ..
S ii2" t,
%24
..." T OP OF
? 1;2" R, ROADWAY
r•.�
v D
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE; OF ADJACENT CURB
6 112"
FLUSH WITH GUTTER
PAN AT SIDEWALK
RAIMP ENTRANCE,
1;12 1:24
'lop OF
R tA01NAY
• l
DE'P'RESSED CURB SECTION
A T SIOEINALK RAMPS
CEMENT C:OxNC:RE T F
1;2" Fi.. SID01VALK RAMP
?' I2
LANDING
vARIFS w...,, r
FROM .. _.�
3i6" G'If.EMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT Sit.)EVVALK RAMPS AND LANDINGS
'ACE OF ADJACENT C„ 1iFIS
6 12„ .
SEE. DEPRESSED CI,1RS DETAIL THIS SHEET
S.24
TOP OF
1„ 1;2,, n. ROADWAY
...1
DEPRESSED CURB SECTION
AT RESIC)ENI'IAL DRIVEWAYS ONLY.
FOR COMMERCIAL. DRIVEWAYS SFE STO PLAN 104,2
FACE O:: CURS
Ei 1t2"
..
FACE OF ADJAGE NT C ,IRCI a � '��, �., ,4
to POF
' ROADWAY
GUTTER SURFACE
t • R.
A % 6 !,A"
R. CEIMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL,
AT" HESIOENTIAL Oft uOMMERCIAL DRI;1EtrVAYS, AND AU E'M'S
GENERAL NOTES:
1. See sh3ndfiard plans'102 and 101.1 for curb axpan I(y,, aand € artlraclim. joint pa+ rx1.
2. Not used,
3. I ur Depressed Monolithic Onveway C;uits Gutter Section. see Standard €Mara 104.2
_N
STD. PLAN " 101
+ + Pt," 3 'iC WORKS
KS CEMENT COHCRETE CURDSR ED,
DEPARTMENT AVO
Ott ITEM {aNCLUOf„?a SJ-104ALF RAMPSS
1
=a LE tat' PAv1Ea _..._.
r
I wriwAv wousReo I
3t5" EXPANS" ,JOINT (TY'P„� (� P.? �
iS£E STa3. PLAN 1ti2 I € € `'� �.,Is£E srl PLAN 1i c) Ct:A161iT
CsWiC11ETlw
` sIdEWALK
f '_EE NOTE 5q j
PORTION OF THE NE 114 OF THE NE 114 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
LL
,
mom...._.
CL3!•IST RUC:T ION JOINT .. _
SEE NOTE 1 ""� CEM E14T CONCWTE '
tiAMP MIIrM 1911:1 V B CURB 6 GUTTER
SLOPE (TrP. r {BEE 1`40':'E 3) ^
3ia!" Oa3sYTTtA►C'TIt1N JOINT {rYw.I ;
iREE STD KAaN 102, PLAN VIEW
JYPE C3 SHOWN, C 1 8 C2 S G -MAX SIMILAR)
(SEE NOTE 42
VARt
{a3�E Na LG t 8.31, MAX, VT NOTE D {'YP).
tom,
DEPRESSED CURB J< GlilleR -
Curt* corac± rt ' ' isee NOTE 3)
sWEWALK
SECTIilN €3EE s?a7, PLlurt , �-
1:3' ti {TYsr SaK*WALK ARDTH
asp V;FF r 1qz-Ncr Iry s; Wlv M. .... ....
-
t CRhtYVAr SME SLOPE ;5t. 7+"E 3ttavt9d 1:7V!:3r„;wit ' t Sttr ear"Wav
a:RIVEWArWrRELATIVE
•n.
W." TWE SLOK Owef,
$F0.'i m Ex ncefulm
r /
For NOTES see STD. PLAN 104.2
S'I'D. PLW -- 144.4
PUBLIC; WORKS CEMENT CONCRETE DRIVEWAY
+ ♦
DEPARTMENT ENTRANCE - TYPES CIE C28 PPR ED:
s s
C38, and C-MAXE (WITH BUFFER) TL.
r r .CEMENT
CONCRETE
GUTTER
r ,r
We NOTE 3)
CIN�Ni OW MONOLITFMC
OONCIIN1�t
IRE OETA L TliS SHW
f TYPIE C2B M ISOMETRIC VIEW
(OQWMII1111GIh,, WRH BUFFER)
NOTE$
t. Whelrt • df vaw width once*& 15110K oofdbW s tai dspVt
Oft MIMMI 3W � INK ati0lp NM1rN Mneel
(s1sf std. i0Z- CoIrekvd slwuliar joitrls` j� v t tl w
oslris ik inst 16' drr
mn wrn tpwft Wttsn drlwmy
wWd smand W.
2, Seal silt. *n 102 tat sk's III d dabOL
3. Curb lull 6utW show, o0w curb dnigrte meq be sps ft
Sae Sid, plan 101 tictr a" 49 Ms.
S. TM sgw. w1M d*vpn #A dr� to� OwaMlm at d
1QP an wM s�I�nbot " ', AN ekwakorls we at ft bet* of
6. Not Uad.
7, For Drirleswlsy VM1dtlIs ser DRIVEWAY STANDARDS
(1Ns NOTE 10). The slgsw*w )Dk* (ser srsK pian 104 s1shIMI be
spleosd ss sttawn Int ttt» eoerssporldlnp t�ontstic vlsw.
PROPERTY LINE
IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic
ALL 90' TURNS SHALL BE ACCOMPLISHED
FUTURE
6" BUILDING SEWER PIPE �;� BUILDING SEWER
Ell
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x 4" STUD MARKING POST PAINTED
TEE WITH 6" SIDE OUTLET 6"X6"X6" WYE WHITE WITH THE WORD "SEWER" STENCILED
> SURFACE CLEANOUT NTH
IN 3" HIGH BLACK LETTERS AND #6 WIRE
X CAST IRON RING da: COVER
W WRAPPED AROUND THE STUD AND
(EAST JORDAN IRON WORKS
EXTENDED TO THE TOP OF THE STUD.
Of 2975 OR APPROVED EQUAL,
SPECIFY "SEWER" ON LID,
6" SIDE SEWER AND BUILDING SEWER SEE STD. PLAN 403.1 FORINSTALLATION)
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ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN NTH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
-
C. PVC MAIN CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE -DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE. v�
1:3:5 MIX tx �\�GO
CONCRETE
BLOCKING��-
��N tis NG�tE
G� 2% MIN SLOPE
HORIZONTAL
6" SIDE OUTLET TEE
SEWER
6" MIN. MAIN SEWER MAIN
CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
E I:
4" SEWER PIPE I
(TYPICAL)
6"x 6"x6" WYE
PUBLIC WORKS
STANDARD SIDE SEWER
STD• P•,%N - 406.1
}
INSTALLATION
r4"CLEANOUT
+ DEPARTMENT
i
1
PLAN
(SEINER MAIN TO PROPERTY LINE)
JANUARY 2013
PROPERTY LINE
LL
,
mom...._.
CL3!•IST RUC:T ION JOINT .. _
SEE NOTE 1 ""� CEM E14T CONCWTE '
tiAMP MIIrM 1911:1 V B CURB 6 GUTTER
SLOPE (TrP. r {BEE 1`40':'E 3) ^
3ia!" Oa3sYTTtA►C'TIt1N JOINT {rYw.I ;
iREE STD KAaN 102, PLAN VIEW
JYPE C3 SHOWN, C 1 8 C2 S G -MAX SIMILAR)
(SEE NOTE 42
VARt
{a3�E Na LG t 8.31, MAX, VT NOTE D {'YP).
tom,
DEPRESSED CURB J< GlilleR -
Curt* corac± rt ' ' isee NOTE 3)
sWEWALK
SECTIilN €3EE s?a7, PLlurt , �-
1:3' ti {TYsr SaK*WALK ARDTH
asp V;FF r 1qz-Ncr Iry s; Wlv M. .... ....
-
t CRhtYVAr SME SLOPE ;5t. 7+"E 3ttavt9d 1:7V!:3r„;wit ' t Sttr ear"Wav
a:RIVEWArWrRELATIVE
•n.
W." TWE SLOK Owef,
$F0.'i m Ex ncefulm
r /
For NOTES see STD. PLAN 104.2
S'I'D. PLW -- 144.4
PUBLIC; WORKS CEMENT CONCRETE DRIVEWAY
+ ♦
DEPARTMENT ENTRANCE - TYPES CIE C28 PPR ED:
s s
C38, and C-MAXE (WITH BUFFER) TL.
r r .CEMENT
CONCRETE
GUTTER
r ,r
We NOTE 3)
CIN�Ni OW MONOLITFMC
OONCIIN1�t
IRE OETA L TliS SHW
f TYPIE C2B M ISOMETRIC VIEW
(OQWMII1111GIh,, WRH BUFFER)
NOTE$
t. Whelrt • df vaw width once*& 15110K oofdbW s tai dspVt
Oft MIMMI 3W � INK ati0lp NM1rN Mneel
(s1sf std. i0Z- CoIrekvd slwuliar joitrls` j� v t tl w
oslris ik inst 16' drr
mn wrn tpwft Wttsn drlwmy
wWd smand W.
2, Seal silt. *n 102 tat sk's III d dabOL
3. Curb lull 6utW show, o0w curb dnigrte meq be sps ft
Sae Sid, plan 101 tictr a" 49 Ms.
S. TM sgw. w1M d*vpn #A dr� to� OwaMlm at d
1QP an wM s�I�nbot " ', AN ekwakorls we at ft bet* of
6. Not Uad.
7, For Drirleswlsy VM1dtlIs ser DRIVEWAY STANDARDS
(1Ns NOTE 10). The slgsw*w )Dk* (ser srsK pian 104 s1shIMI be
spleosd ss sttawn Int ttt» eoerssporldlnp t�ontstic vlsw.
FACE Cr aim
%OUR Ira C 11011 JCeft our
am tiYJlb OETAE
ata twuw tet ` a tun' : r _
lAr ft
OF
i......•. • , '.
NOTE: SWVa"y 1.0"Or t,XWO L D'AHMN
JtTtN'tat INWJL K 1'IJLL Qr1aN
OEPRESOED M0"M THIC CUFN A i#LtTTER DETAIL
x :.- FACE OF ACUACEW CUfW
IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic
ALL 90' TURNS SHALL BE ACCOMPLISHED
-of.W*y ufNovambw 23, zoos (i OWAIn
/
9. Curb ,@M, ai for elrty Type C4AAX OrivmW maybe approved an
BY MEANS OF A WYE AND 45' BEND. TWO
z
s , . F ~ - It �+,r ..-- VJWACE
IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
45' BENDS SHALL NOT BE ACCEPTABLE.
4" BEND AS REQUIRED (NO MORE
. ., h
LEVEL RIMS LOCATED BELOW THE ELEVATION
Deportment.
THAN 45' BEND). EVERY 2ND
DEPRESSED CURS DETAIL
4" CLEANOUT WYE WITH
AT MMOVITIIAL OR COIbIQeIIRk".fAt. 0MVIEWAYS, NO ALIMYS
CHANGE IN DIRECTION OR GRADE
w '
45' BEND AND PLUG.
2. Types of pipe and fittings that can be used for sanitary sewers
WILL REQUIRE A SURFACE
= R•�I1rrMenesh C�t',elaru111rlolalt '......,. - �. -
BACKWATER VALVE OR APPROVED EQUAL SHALL BE
shall be approved by the Deportment of Public Works. Rubber or
CLEANOUT WYE.
I
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HOUSE
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HOUSE ��
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HOUSE al HOUSE
0
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-��
3 -0" MIN.
SURFACE CLEANOUT
E I:
4" SEWER PIPE I
(TYPICAL)
6"x 6"x6" WYE
4"x 4"x4" WYE
4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407)
SOFT
r4"CLEANOUT
4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR
i
1
PLAN
4. For inspection of side sewer, call 24 hours in advance. The
PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6"
PROPERTY LINE
LOW ELEVATION HOUSE
G
(TYPICAL)
PROPERTY LINE
3' MIN.`O z
OR 1"
i
6"x 4" REDUCER(TYPICAL)
GALVAN!ZED
t= -MAIN
Z
SEWER
LINE?�
PROPERTY LINE FROM THE HOUSE BUILDING DRAIN
x
FACE Cr aim
%OUR Ira C 11011 JCeft our
am tiYJlb OETAE
ata twuw tet ` a tun' : r _
lAr ft
OF
i......•. • , '.
NOTE: SWVa"y 1.0"Or t,XWO L D'AHMN
JtTtN'tat INWJL K 1'IJLL Qr1aN
OEPRESOED M0"M THIC CUFN A i#LtTTER DETAIL
Y. PUBLIC WORKS TYPICAL BUILDING SEWER S'I'D. PIAN - 406.2
+ ; + FROM PROPERTY LINE TO
/ , DEPARTMENT SUILDING CONNECTION
SEPTEMBER 2012
8. Slaps shah conlpiy with III III olin - R303 01 or R303=2.2 or
x :.- FACE OF ACUACEW CUfW
IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic
NOTES:
-of.W*y ufNovambw 23, zoos (i OWAIn
/
9. Curb ,@M, ai for elrty Type C4AAX OrivmW maybe approved an
I. Prior to installation of a sanitary sewer connection, a side -sewer
z
s , . F ~ - It �+,r ..-- VJWACE
IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
permit must be purchased from the City of Renton Public Works
xa < FLOOD
. ., h
LEVEL RIMS LOCATED BELOW THE ELEVATION
Deportment.
o
DEPRESSED CURS DETAIL
OF THE NEXT UPSTREAM MANHOLE COVER OF THE
AT MMOVITIIAL OR COIbIQeIIRk".fAt. 0MVIEWAYS, NO ALIMYS
zPUBLIC
o
w '
SEWER SYSTEM, A BACKFLOW PREVENTION
DEVICE SUCH AS CLEAN CHECK EXTENDABLE
2. Types of pipe and fittings that can be used for sanitary sewers
CHAPTER 4
= R•�I1rrMenesh C�t',elaru111rlolalt '......,. - �. -
BACKWATER VALVE OR APPROVED EQUAL SHALL BE
shall be approved by the Deportment of Public Works. Rubber or
`n
Lam awovftwo
INSTALLED.
fi
neoprene gaskets as specied by the manufacturer, sholl be
m
a�
used on joints.
0
m
4" FLEXIBLE COUPLING (FERNCO OR EQUAL)
Z
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12 ,
3. A minimum grade of 2% (1/4" per foot) must be maintained
w
SURFACE CLEANOUT
with 4" pipe. In the event a 2� rode cannot be maintained, the
P P 9
M �
4"x 4"x4" WYE
n a Cit
owner must sign Y of Renton grade release form and then
TYPE "K"
SOFT
4" PIPING
can install 6" pipe at a grade of 1%.
1 COPPER TUBING
PLAN
4. For inspection of side sewer, call 24 hours in advance. The
BUILDING DRAIN FOR
inspection phone number is on the side sewer permit. Site
LOW ELEVATION HOUSE
must be ready for inspection and representative on site when
IF SERVICE UNE TO HOUSE IS
xz�3//4"
OR 1"
inspector arrives at appointed time. Side sewer and stub shall
TO BE INSTALLED IN THE FUTURE
GALVAN!ZED
be tested per City specifications. Make the connection at the
MAIN TO
PROPERTY UNE 5'-0" 5'-0"
house. Do not backfill the ditch until approval is given by the
PROPERTY LINE FROM THE HOUSE BUILDING DRAIN
inspector. Final approval will be granted after the existing septic
SIDE SEWER
BUILDING SEWER 2'-6"
tank has been pumped out and filled with sand.
3' -0"
3'-0"MIN.
5. Install side sewer with 2' minimum cover. 18" cover is allowed
-TO
I6.
at the house if outlet is shallow.
If side sewer stub is not available. The owner shall be
or
•� m a
_ n �, a.
$ o� � + x +
responsible for its installation per standard drawing 406.1. All
Co i max.= _ rn
work within street right-of-way shall be done by a licensed and
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� '�
bonded contractor.
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7. All work shall be accomplished in accordance with the Washington
(
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o m r O C O D D
Industrial Safety and Health Act. (KASHA)
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8. All trench restoration for side sewers in the blit right-of-way
9 Y
rn
.0,
rn
sholl conform to the most current trench restoration
st
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I a, W 01 D rn
z
requirements as in the Renton Standard Drawings.
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9. All building sewer and side sewers sholl have bedding in
4 x' tog rn y -
01
accordance with standard drawing 405.
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10. There shall be a minimum 10 foot horizontal separation between
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sanitary side sewers and water services and a minimum 5 foot
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horizontal separation between sanitary side sewers and Qlj other
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utilities.
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CALL FOR LOCATIONS BEFORE YOU DIG
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48HR LOCATORS 1-800-424-5555
Y. PUBLIC WORKS TYPICAL BUILDING SEWER S'I'D. PIAN - 406.2
+ ; + FROM PROPERTY LINE TO
/ , DEPARTMENT SUILDING CONNECTION
SEPTEMBER 2012
8. Slaps shah conlpiy with III III olin - R303 01 or R303=2.2 or
x :.- FACE OF ACUACEW CUfW
IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic
12" MAX
-of.W*y ufNovambw 23, zoos (i OWAIn
/
9. Curb ,@M, ai for elrty Type C4AAX OrivmW maybe approved an
0
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s , . F ~ - It �+,r ..-- VJWACE
10. STREET STANDARDS = Rw ton Munkipef Code (RMC)
'
Thk IV Development PAvAWmrls
. ., h
CHAFMR 6 STREET AND UTW" STANDARM
-`
Sedlon 4-6-M S1'RrE>E T STANDARDS
DEPRESSED CURS DETAIL
AT MMOVITIIAL OR COIbIQeIIRk".fAt. 0MVIEWAYS, NO ALIMYS
DRIVEWAY STANDAMS a RI>oWn Munilelptll 'Cods (RMC)
w '
Tide IV oswiopnlent lteti %
ROM
DtivExam TYPE CIS
=Y
CHAPTER 4
= R•�I1rrMenesh C�t',elaru111rlolalt '......,. - �. -
CFTY VIDE PROPERTY DEVEu.»MENT STANDARDS,
OluRlfflrratt.aAsls....,.,^.,.,.,.^,..._._._.,..,,._.,�......_,_.,_..__._....-._.:...,....._.
5er"r, 4.44= PARKING, LOADING AND DRfVEWAY
Lam awovftwo
REGULA710Ns
t l' p). BNart1<•Nb ilWllur _ __ ............._...._..._ =
PUBLIC WORKS CANT CtiNCRETE DOOMFUWAY Ol !! PLAN - 1Q4.S._..
DEPARTMENT -NO AND MITA +" -
'soma\
12 Y4" ---
14"
2"
1 Y"
4
I---- 1 1 It
-
12Y4"-
14" -
CAST IRON RING
�- RECESSED
LIFT POCKET
V - 11 N.C. SOCKET HD 2" A. C. 2'-Opr
SCREW 1 Y4" LONG
(BRONZE OR S.S.) A-
rA
x 2" RAISED PADS ~`
6" CONCRETE
CLASS 3000 SAND OR
EXPANDABLE
FOAM
WATER TIGHT
PLUG
B
45' (1/8) BEND
1 } 2„
8" C3
X\G
14P
�0
) BEND
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES:
1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
PUBLIC WORKS 8 O 6 INCH CLEAN-OUT �''M'i
R
DEPARTMENT FOR SANITARY 94MUR MAINS
SEP'PEMBER 2011
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT UD (SEE DETAIL A -A) -
36" MIN COVER
I NEW DUCTILE
IRON
WATERMAIN
9" MIN
'J TY j PR!VATr
12" MAX
FINISH GRADE
PIPING I P!P.N'�
12 Y4" ---
14"
2"
1 Y"
4
I---- 1 1 It
-
12Y4"-
14" -
CAST IRON RING
�- RECESSED
LIFT POCKET
V - 11 N.C. SOCKET HD 2" A. C. 2'-Opr
SCREW 1 Y4" LONG
(BRONZE OR S.S.) A-
rA
x 2" RAISED PADS ~`
6" CONCRETE
CLASS 3000 SAND OR
EXPANDABLE
FOAM
WATER TIGHT
PLUG
B
45' (1/8) BEND
1 } 2„
8" C3
X\G
14P
�0
) BEND
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES:
1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
PUBLIC WORKS 8 O 6 INCH CLEAN-OUT �''M'i
R
DEPARTMENT FOR SANITARY 94MUR MAINS
SEP'PEMBER 2011
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT UD (SEE DETAIL A -A) -
36" MIN COVER
I NEW DUCTILE
IRON
WATERMAIN
`�- LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER CQPPERSETTER FOR 5/8%3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR
MUELLER: .3/4-6-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK, VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V81-172 -15W -44-44G, OR
TAPERED THREAD (CC). QUICK JOIST McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2
(3/4" F81000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE .AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES tNSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A' A - DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
7 2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
TYPICAL
RIB
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
M. PLAN 920.1
_ 34" AND 1" WATER SERVICE
- . L
Know whes below.
Call before you dig.
IN COMPLIANCE WITH CITY OF RENi'ON
ANDARDS
BY:
BY: Date:
� BY: Ddt+e:
BY: Date;
9" MIN
'J TY j PR!VATr
12" MAX
FINISH GRADE
PIPING I P!P.N'�
0
_Z ( IN UNIMPROVED RIGHT OF
of
t
No0
-' ,� WAY INSTALL METER BOX AT
-'
22-1/2'
O
`�- LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER CQPPERSETTER FOR 5/8%3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR
MUELLER: .3/4-6-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK, VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V81-172 -15W -44-44G, OR
TAPERED THREAD (CC). QUICK JOIST McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2
(3/4" F81000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE .AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES tNSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A' A - DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
7 2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
TYPICAL
RIB
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
M. PLAN 920.1
_ 34" AND 1" WATER SERVICE
- . L
Know whes below.
Call before you dig.
IN COMPLIANCE WITH CITY OF RENi'ON
ANDARDS
BY:
BY: Date:
� BY: Ddt+e:
BY: Date;
'J TY j PR!VATr
N
O
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PIPING I P!P.N'�
0
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-' ,� WAY INSTALL METER BOX AT
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12 ,
SUPPLIED BY THE
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CITY
>
TYPE "K"
SOFT
o
1 COPPER TUBING
~ n
IF SERVICE UNE TO HOUSE IS
xz�3//4"
OR 1"
TO BE INSTALLED IN THE FUTURE
GALVAN!ZED
INSTALL FORD C14-33 OR 44 FIPT
PLUG
x COMPRESSION COUPLING
`�- LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER CQPPERSETTER FOR 5/8%3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR
MUELLER: .3/4-6-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK, VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V81-172 -15W -44-44G, OR
TAPERED THREAD (CC). QUICK JOIST McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2
(3/4" F81000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE .AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES tNSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A' A - DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
7 2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
TYPICAL
RIB
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
M. PLAN 920.1
_ 34" AND 1" WATER SERVICE
- . L
Know whes below.
Call before you dig.
IN COMPLIANCE WITH CITY OF RENi'ON
ANDARDS
BY:
BY: Date:
� BY: Ddt+e:
BY: Date;
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DATE 1012611
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13"x24" PLAST'C METER BOX EQUAL TO MID -STATES PLASTIC,
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48" MH 48"
INC. SCF SERIES tvMSBCF 1324-18 WITH 1.75" THICK DUCTILE
5"MIN 24 MIN.
21" 1. D._
CITY
PRIVATE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
24" I.D.
60" MH 60"
PIPING
PIPING
INC. MSCBC- i 324-R WITH READER L.11)AND 2" DRILLED HOLE
z
m
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
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IN UNIMPROVED RIGHT OF
Z
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WAY INSTALL METER BOX AT
} '
PROPERTY LINE WITH 12."Lr-
LONG COPPER TAILPIECE.
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9" MIN
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SIDEWALK
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12" MAX: I
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—
FINISH GRADE
--.—
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TOUCHREAD WATER
METER TO BE
+�
12"
=_ o o
SUPPLIED B`. THE
36" MIN COVER `" M i!
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it
CITY
TYPE "K"
COPPER
SOFT
TUBING
N o 0
22 -1 /2'
NEW DUCTILE
!RON
WATERMAIN
fI
1= SERVICE LINE TO HOUSE IS ` 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
'NS T F.L L FORD C14-33 OR 44 RPT PLUG
CO;APRESSION COUPLING
L LOOP DOWN 10 CI=NTERUNE
OF WATER MAIN 10
PROVIDE SLACK IN COPPER L—.COGPERSETTER FOR 5/5�x3�=+.. "�1�T.=EK_ FORD
SERVICE LI?O WAFTER. VBH72-15W-44--33G, CR 'AcDONALD [iRASS: 21-215WCOQ33, OR
�
R: 3/4- 8--2470- �:'iTn ANUS BALL VALVE ON INLET AND
MUELLER:
SINGLE CHECK VALVE C^: OUTLET
1-- CORPORATION STOP WITH BALL VALVE-. FORD Copp _RSETTER FOR 1" %IETER: FORD VBH72-15W--44--44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-«15WCQQ44, OR MUELLER: 1-B-2470-2
(3/4" F61000-3--0) OR f= Y MCDONALD 47011, BOTH INLET .AND OUTLET WITH QU:CK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY tr1CDCNALD 47016 INLET ANGLE BALL VALVE rAND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE YtTH ;QUICK JOINT.
NI3TE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHAT L BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH' SIDES OF METER BOX.
DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
r 2-
f1/2" k11N. FROM NEAREST
I ^ AND FRONT EDGE OF PIT LID
`- TYPICAL
RIB
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
-7
v
v
AND 1" WATER SERVICE STD. PLAN —320.1
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS — POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER—POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE — `E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
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48" MH 48"
' 6" MIN.
5"MIN 24 MIN.
21" 1. D._
54" MH 54"
8" MIN.
5.5" MIN. 24" MIN.
24" I.D.
60" MH 60"
8" MIN.
6" MIN, 42" MIN.
30" I.D.
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED,
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC—AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
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
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
8'!D. PLO -400.1
PUBLIC WORKS STANDARD SANITARY MANHOLE
� DEPARTMENT SEPTEMBER 2011
PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
BOLTHOLES — 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586mm)
DIA B.C. (SEE DETAIL)
RENTON
SEWER
Wmaum
COVER & FRAME
PLAN VIEW
25' DIA,
[635MM] 1'
_ 3/4' [25mm]
[19mm]
El
8 3/4' L 2 1/2'
C222mml [64mm]
TYP
COVER SECTION VIEW
26 1/2' DIA
C673mml
25 1/4' DIA
[641mm] 1 1/16'
1/4' (6MM) DIA [27mm]
NEOPRENE GASKET
6'
l I
[152mm]
5/8' 23 3/8' DIA CL OPEN
[16MM] 1594mm]
27 5/16' DIA
(694mml
34 1/8' DIA
COVER BOTTOM VIEW
(3) BLT SOC, (ALLEN HEAD)
5/8'-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4' f 1 1/16'
[6mm] [27mm]
[3MM]
1/8'
CR3MM]
GASKET GROOVE DETAIL
C867MM] NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
STD. PLAN — 401
�;' ^ �� PUBLIC WONT MANHOLE FRAME AND COVER
�j DEPARTMENT DECEMBER 2008
2" BEEHIVE STRAINER
2"x2"x2" TEE
2" 90' BENDS
2" GALVANIZED IRON PIPE TO FIT
WASHED GRAVEL, PASSING
1-1/2" AND RETAINED ON
1/4" MESH FOR DRAIN
NOTE
2" OPEN PATTERN, RETURN BEND - 180'
2" GALVANIZED IRON PIPE FIELD
LOCATE
— 2" 90° ELBOW
CUT OPENING AS REQUIRED, AFTER
INSTALLATION, GROUT AROUND PIPE.
2" UNION
SHORT NIPPLE
2" CLOSE NIPPLE
2" UNION
17"x30" PLASTIC METER BOX EQUAL TO MID STATES
PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE
IRON DIAMOND PLATE. 18"x31" MSCBC 1730R
2" BRONZE GATE VALVE, SCREWED EQUAL
TO RED -WHITE VALVE CORP. FIG NO. 280
2" RESILIENT SEAT GATE VALVE WITH
' THREADED ENDS
2-2" BRASS 90' BENDS WITH CLOSE
NIPPLE BETWEEN BENDS
CLOSE
` I~VIPPE
2 CORPORATION STOP 90' BEND,
I.P. THREAD TO COPPER, EQUAL
TO FORD FB 500.
2" TYPE K SOFT -,
I COPPER TUBING TO FIT
DOUDLE STRAP SERVICE CLAMP WITH 2"
IPS TAP TO FIT, EQUAL TO MUELLER CO.
2" 90' ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2"
IPS TAP TO FIT, EQUAL TO MUELLER CO.
AIR AND VACUUM VALVE 2" ASSEMBLY
APCO NO. 1452C OR EQUAL.
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION
WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH
OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY
CAN BE INSTALLED.
LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN
PLANTING STRIPS, BEHIND CURB AND SIDEWALK.
' STD. PLAN — 340.4
2" AIR &VACUUM RELEASE
i ASSEMBLY
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SURFACE WATER STANDARD DARD PLAN NOTES
1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING
MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT.
3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE
(RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS
ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT
SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO
CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS
PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN
APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER
CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE
CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY
DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
6. GRADING ACTI VI TIES (SITE AL TERA TION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M.
MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE
APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON.
7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION
EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW
AND APPROVAL PRIOR TO CONSTRUCTION.
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS
SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS
OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF
RENTON.
9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON.
REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST
BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO
95 PERCENT DENSITY, STANDARD PROCTOR.
12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK
IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE
APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF
RENTON TRENCH RESTORATION STANDARDS.
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING
CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION 1S
COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN
CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC
WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION 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. ALL PIPE BEDDING SHALL BE APWA
CLASS "C" , WITH THE EXCEPTION OF PVC PIPE.
16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER
INSIDE AND OUTSIDE.
17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING
LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY
SHALL HAVE SOLID LOCKING LIDS.
18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT
WIDTHS AND BUILDING SETBACKS LINES.
19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT
LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM
OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE
OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING
SPECIFICATIONS:
4 - 8 INCH ROCK / 40 - 70% PASSING;
2 - 4 INCH ROCK / 30 - 40% PASSING; AND
LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE
SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION.
AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE
SUBMITTED TO THE CITY UPON COMPLETION.
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR
THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE
FOLLOWING:
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO
SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY
OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR
INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED
STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED
"STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE
SECURED TO THE STAKE.
C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE
SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH
WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION.
D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS
THROUGH INDIVIDUAL LOTS.
E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT
CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION).
F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER.
G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP
PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES
BACKFLOW PREVENTION OR A CHECK VALVE.
23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE
DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER
SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR,
AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY.
24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT
ISSUANCE.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT
RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH
STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY
OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING
CONSTRUCTION.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY
DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE
LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE
PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS
DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD
SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL
REQUIREMENT 16 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION
REGULATIONS (RMC 4-3-050).
WATER UTR.ITY (VOTES AND SPECFICA TIONS
1. ALL 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 LIMITED TO 8:30 AM TO 3.30 PM ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT
(425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE OF ANY WORK IN THE 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. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555.
4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION
MEETING.
5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR
HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE
APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND
ELEVATIONS ARE NOTED ON THE PLANS.
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110
AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING
SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL
JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE
WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS.
7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON
PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN
ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER
AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA
C110 -A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER
FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WfTH
ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND
ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL
JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH
FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING
IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANS1/AWWA
C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING
DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509).
VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE
VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H.
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE
(OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL
JOINT INLET AND A MAIN VALVE OPENING (M.V.0.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES
WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE
WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS. OUTSIDE
DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4
INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH
OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL
BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POST TIVE WATER TIGHTNESS UNDER TEST
PRESSURES.
11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5
INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY,
HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180
DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE
SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH,
COATED, STAINLESS STEEL, AIRCRAFT CABLE.
12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-
655 SAFETY YELLOW OR APPROVED EQUAL.
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS,
LATEST REVISION.
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW
FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES
BELOW FINISH GRADE WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR.
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING
`PIGS" PRIOR TO DISINFECTION. THE 'POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR
APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING
ON THE REAR OF `PIG"ONLY.
17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL
PERFORM THE CLEANING OPERATION.
18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI
OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND
THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE
PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE
MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON
STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI
DURING THE 2 HOUR TEST PERIOD.
19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM
CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN
THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-
11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE.
20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5)
WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO
STARTING CONSTRUCTION.
23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL
ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES
HAVE BEEN MADE TO THE CITY OF RENTON.
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET
TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE
PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY
THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS.
25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL
KEEP AS -BUILT DRAWINGS.
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY
ACCEPTANCE PRIOR TO FINAL TIE-IN.
27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY
THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE
PUBLIC WORKS DEPARTMENT.
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWI✓UT TO A MINIMUM DEPTH OF TWO (2) INCHES.
OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS,
CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2)
INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH
A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL
FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. *
30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL
PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND
SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS.
SANNTARY SEWER NOTES AND SPECIFICATIONS
1. 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
UTILITY SPECIFICATIONS
12. DATUM FOR VER TI CAL CONTROL SHALL BE NORTH AMERICAN VER TI CAL DATUM 1988 METERS, AND FOR
HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE
APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND
ELEVATIONS ARE NOTED ON THE PLANS.
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 WfLL 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.
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UNION AVENUE N.E. ROAD SECTION
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PER MANUFACTURER'S
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3" CRUSHED SURFACING TOP COURSE
3" CRUSHED SURFACING BASE COURSE
GRA VEL BASE DEPENDING ON SOIL CONDITIONS
3/8" FULL DEF
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STORM LINESI? , SEWER LINE
6'
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PRIVATE ROAD SECTION
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2'-7" MAX. MIN. 5'-0"
1'-4" CLEAR WIDTH
PLANTING
STRING WIDTH
0 TO VARIABLE
6"
�-- 1'-6" --1
SIDE VIEW
MOUNT ON PEDES
PROVIDED WITH
N.D.C.B.U.
3/8" FULL DEPTH
EXPANSION JOINT
NEIGHBORHOOD DELIVERY AND
COLLECTION BOX UNIT
NI TC
random fill
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TRENCH X_ 10
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6" perf pipe
1112" - 3/4" washed rock
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PLAN VIEW OF ROOF
NTS
to road
drainage system
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PERFORATED PIPE CONNECTION
WALK
AL
NOTES
INSTALLATION OF NDCBU INCLUDING
CONSTRUCTION OF BASE WILL BE
DONE BY U.S. POSTAL SERVICE
Know what's below.
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DA TE 10/26/15
SCALE 1 "=20'
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