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8.20
10 +81.87 11 +00 11 +20 11 +40 11 +60 11 +80 12 +00 12 +20 12 +40 12 +60 12 +80 13 +00 13 +20 13 +40 13 +60 13 +80 14 +00 14 +14.05
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mat aol
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5- 368101
NOTES:
1.THE PAVEMENT RESTORATION ON THE
PUBLIC STREETS SHALL BE AS PER
CITY STANDARDS.
ii CITY OF RENTON
Approved rJ/�_i4t%SJFfl�!•/ Date: 7 -y --r L
Approvedby: `^ A •'- Date: 2e/
Approved by: Date:
Approved by: Date:
NOTE:
EX. UTILITIES ARE APPROXIMATE ONLY CALL
1- 800 - 424 -5555 BEFORE DIGGING & POTHOLE UNKNOWN
EX. UTILITIES BEFORE CONSTRUCTION BEGINS.
DEM I T 4 LOOT SHORT PLAT
2100 DD UVALL AMC
DRAWONG CODE
REWER PLAN
C D ' S- 3�oe7d / JAI -ININ
BE
11/04/2013
An0oD
<y
11, ,
>1 W
J
n SCALE: 1"=20'
20 10 0 20 40
Q I I
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it
N.W. 114, SEC. 15 TWP. 23N., RGE. 5E., W.M.
M LANULNS - -<
-I ALONG P A
I; I r rEP: CITY OF RENTON
L Iz CONC E = 38&57 15' SEWER
l/ EASEMENT
v 1 --
ME] AL SHED
IN DISREPAIR
/ 2N DrvALL
II o ND 1 ON PL Al s
aSX0.1 l
I 01 PROD CC
/ (/ / / /BULL / /LL�LL111L/
_ M10 �-
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_ �°' I VIDFNC f /TT/JT
°-
�` cROSSF �� sHED
��� 216 V, / A F�NTON i
I\_ AE/s ;I 15 WATER 0.2'E. <_
EASS ENT \
? � L-j CQ #7100 A
RIM 389.33' \
f I�I IE h F FX F 388.43 \
12 CON" C = 388.23' CITY OF RENTON
a
\ L zoN., s 38x.5 20'\ UTILITY
�rcuLW _Rr EAS ENT
I I \ IE 12 " CONC N 381.25 \0
AV 10..
WOFNC IN JISRFPA' -,R
CUL VL R \
IF 7 GONG S 386.68' I
(I /i 10FIEC N x .S
0.61 1 F.
\\ uLE l DFNC
IS :2" CONC N = 3B6.3T CROSSES FL f
i
IEl 12' DI S = 386.06' -
I C~
� I
WDFN,, NIX.
1
IS ON R V ',
\ 6•S-
SC
\ V V. = 38714"
iE 12"
7_ (ONC S - 358442' i
U S' 384.48'
M % O
Z
1
G
CB f w
J = 7
�n
DIM = 386.79' u
1 IE 12' CFF N = 384.83'
IE 12' cPP sE = 384.x3' 8 SD-�
CULVERT
IS r2 CPP V 386.59 S. END sT -NC
M1VIRASH RACK ) IS 0.7'W, OF If
� ' WDFNC /
N.
1953.58'.
N88'2910'W 90�ij3.'(Pi
C3 �734
x ��� SE 2nd PL -��
a
6 T2'(VFl
' ! 386.81" M ' VERT IF = 38473 -M
IE 2 C a \n' _ 384.83'
-- m P
L -- -
-
IE
PREFERRED
CROWN
C1
:2
A
LOT 1
i
(12 "W)
C2
386.45
(12 "SD)
I
i
C3
387.57
i'
I I
I
C4
387.05
0 6M
+
(12 "W)
VVV
387.20
(6 "SS)
385.70
(12 "W)
C6
Q r li 1
h A 394
\:i
/
(6-SS)
Is
}.
GAT
386.52
(8 "SS)
C8
N.
1953.58'.
N88'2910'W 90�ij3.'(Pi
C3 �734
x ��� SE 2nd PL -��
a
6 T2'(VFl
' ! 386.81" M ' VERT IF = 38473 -M
IE 2 C a \n' _ 384.83'
-- m P
L -- -
-
I
I F.. ... °
I
1"-
aW +
FcNCE
SEE ROS M9
CULVERT
IE 12" GONG W = 388.96'
TO POTHOLE /i1(. GAS
6- CON51:t._7
LOCATION F]I OVIDED- -
,ALC.__ - --
V APPRO
6' hDFNC
UTILITY CROSSING TABLE
CROSSING
IE
PREFERRED
CROWN
C1
387.40
(12 "SD)
385.68
(12 "W)
C2
386.45
(12 "SD)
384.95
(12 "W)
C3
387.57
(8 "SD)
385.42
(12 "W)
C4
387.05
(6 "SS)
385.55
(12 "W)
24 "F
387.20
(6 "SS)
385.70
(12 "W)
C6
Q r li 1
h A 394
\:i
/
(6-SS)
C7
}.
GAT
386.52
(8 "SS)
C8
389.45
(6 "SD)
387.72
(6 "SS)
STL
5-SS
- -LOT
/yam
\
WM _
ah
z.K
a I I I
wi
o 11
l
l
5 S I
f,
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8•SS
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3,
NC
S
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1
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3
rJ
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I I I Y
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MZ
s"S�s E. of R
n
I
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I
1"-
aW +
FcNCE
SEE ROS M9
CULVERT
IE 12" GONG W = 388.96'
TO POTHOLE /i1(. GAS
6- CON51:t._7
LOCATION F]I OVIDED- -
,ALC.__ - --
V APPRO
6' hDFNC
UTILITY CROSSING TABLE
CROSSING
IE
PREFERRED
CROWN
C1
387.40
(12 "SD)
385.68
(12 "W)
C2
386.45
(12 "SD)
384.95
(12 "W)
C3
387.57
(8 "SD)
385.42
(12 "W)
C4
387.05
(6 "SS)
385.55
(12 "W)
C5
387.20
(6 "SS)
385.70
(12 "W)
C6
388.42
(12 "W)
386.92
(6-SS)
C7
388.02
(12 "W)
386.52
(8 "SS)
C8
389.45
(6 "SD)
387.72
(6 "SS)
FOUND DEBAR AND CAP — — — —
IX CRONES 2 58i' 0.
OF PR�' C,
12 SD
11 +53 ..._ —.._ j
I. I . _.
n
hM1D TA X IN TEAL �N
CRETE MONUMENT AWN 01
_ 390 CASE
- -- - Y \
CULVERT �.
IE 12" GONG SE = 389.65'
5- 368102
CITY OF RENTON
Approved' : Dater
Approved by:/ A / Date:
Approved by: /.. Dater
Approved by: � 1/ Date:
NOTE:
Ex. UTILITIES ARE APPROXIMATE ONLY CALL
1- 800 -424 -5555 BEFORE DIGGING & POTHOLE UNKNOWN
EX. UTILITIES BEFORE CONSTRUCTION BEGINS.
'I
PREFERRED
N C
0
O
= N
'
N
SAM
Val. ,• =20'
DATUM
.h ,� CITY OF
RENTON
Planning /Building /Public Works Dept
DDEWOTT 4 LOOT SHORT PLAIT
2100 OUWALL AWE
DRAM NO CODE
COMPOMTE UMffT PLAN
�Sm
CIVIL ENGINEERING- PROJECTMGT -AOV. HYDRAULICS
8957 DISTRICT LINE RD PH (360) 661 -6656
BURLINGTON, WA 98233
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DATE
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10/24/2013
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N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M.
BOLTHOLES - 3 PILES
LLY SPACED 120•
una APART ON 23 1/16' (586rm)
MANHOLE FRAME AND COVER BLA B.C. (SEE DETAIL)
6' SEE STO. PLAN 401 MANHOLE FRAME AND COVER W (SEE NOTE 7) LIMITS OF PIPE ZONE
T 24•' - -'- ADJUSTMENT RINGS (2" MIN.) PER CRANING 401. T.
12" MAX. f SEE NOTE 5 % y
JJ�� MORTAR Jaxris) (3 /e° MIN.) r / / /� /!�
SEE NOTE 5 ADJUSTMENT RINGS (2" MIN.) �L / 1 -O
D
CONE (ECCENTRIC) SEE NOTE 6 6" RE N T O N
1 RUBBER GASKETD JOINTS IN
MORTAR JOINTS) (3/8" FAIN) I v BEDDING MATERIAL FOR
ACCOROANCE WITH ASTM C -443
SEE NOTE 5 �` 4' MIN, To SANITARY SEWER PIPE
12' MAX. o t O : / /' O.D. OF PIPE
•C• v $EWER r v (SEE NOTE
B'
STEPS - POLYPROPYLENE STEPS n FOUNDATION LEVEL
SHALL BE INCLUDED 24" / / J� /; 6"
-- -'� COVER BOTTOM VIEW �� G/ �'
T MIN. f o
At COVER & FRAME
f o
.A. 12,• n
CONCRETE RISER BY PIPE INC., J PLAN VIEW BEDDING FOR SANITARY SEWER PIPE
OR APPROVED EQUAL
A.
m F-
j2" 1 0635 nl 1' (3) BLT SOG (ALLEN HEAO>
LADDER - POLYPROPYLENE 4" 54" I 5; 8' -11 x 1.5 SS SHALL BE ATTACHED TO MANHOLE ice• �� 3/4• �25n ^l RUBBER WASHER
1 . C19nnl MAX. PIPE SIZE -'E' NOTES3/4' L 2 1/2' 1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
.v ^ 2211] C64nn]
CONCRETE SHELF + ' ' 6" TYP 2. HAND TAMP UNDER HAUNCHES.
PRECAST BASE SECTION COVER SECTION VIEW 3 COMPACT BEDDING MATERIAL TO 959 MAX. DENSITY EXCEPT DIRECTLY
OR CAST W SHELF. 6,. OVER PIPE- HAND TAMP ONLY.
B'
'NOT •TO `SCALE �' s EON BOLTING DETAIL 4. PIPE INSTALLATION SHALL BE PER SECTION ] -OS OF THE
STANDARD SPECIFICATIONS.
26 I /2. OIA
I^ i �I S PIPC >l1NC AI GTCRI GI CNLII RL "f.GAVLI PACNRII FOR DRAINS"
48" MH
54 MH
60 _AN
'A'
B'
'C'
D
'E'
AND s Ywlxuu ONE 92E FOR
NOTES
I. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3OD
._. _.
25 1/4• BIA
1641[1] rI 1 T/16' [6nlil- 1 v16,
�NCfiRFNF)fAikET [27nN I I27rnl
AS SPECIFIED IN ME AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS OR PEA GRAVEL.
6. PIPE DUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOtY
450
48'
6' MDJ
5 MIN
24 MIN
21" ID.
54
8' MIY
55 MIN.
24 MIN
24 L0.
_.60'
8" MIN
6' MIN.
42 MIN
30 "_I,0_
PLAN
NOTES 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. I + 1 e BENCH
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. I 6' 7. TRENCH 1110TH SHALL BE PEP. SECTION 2 -09.a OF THE
I. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A 1 ❑5211] [3 ^ ^] STANDARD SPECIFICATIONS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONIF BRICKS SHALL 7 1/9•
3, CASING SHALL BE PER SID. PLAN 401. BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. 5 /8' J 23 3/8' DIA CL OPEN CR3^n1
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE THE USE OF SHIMS IS PROHIBITED. Cases] C594h GASKET GROOVE DETAIL
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING.
6, ADJUSTMENT OF THE CASING TO GRADE SHALL BE ACCOMPLSHED NTH A COMBINATION OF COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING: WASSER 27 5/16' DIA
ADJUSTMENT RINGS, BRICKS AND MORTAR ONIF BRICKS SHALL BE STAGGERED TO CREATE A RUNNING MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. (6941^]
BOND OR 112 BOND. THE USE OF SHIMS IS PROHIBITED. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
7. SANITARY SEWER MANHOLES SHALL HAW ALL INTERIOR SURFACES, INCLUDING CHANNELING, g. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 34 1/8' DIP
COATED (SEALED) WON A HIGH SOLIDS URETHANE COATING; PASSER MC- AROSHIELD OR 9. CHANNEL HEIGHT
TO MANHOLE SHALL BE MADE USING IN ADAPTOR, R OF TSEAL [86711] NOTES:
APPROVED EWAL COLOR OF COATING SHALL BE WHITE.
B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. BOOTS OR APPROVED EOUAL. FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
9, CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF G" AND A MAXIMUM OF JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
10, CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR. KOR -N -SEAL BOOTS OR 12" ABOVE FINISHED GRACE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS 2. USE FRAME AND COVER FOR STORM SPECIFY
APPROVED EQUAL POURED AT GRADE. IN PAVED AREAS, COKE MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING
11, IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12 "DRAIN" ON COVER), SANITARY (SPECIFY
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. "SEWER "), OR WATER (SPECIFY "WATER ").
IN PAVED AREAS. COVER MUST SLOPE W ALL DIRECTIONS TO MATCH PAYING.
\ M. PLAN - 600.1 Or SID. NM - 4002 SIN. PLR -406
PUBLIC WORKS PUBLIC WORKS SANITARY MANHOLE i - PUBLIC WORKS �• PLN - 401 PUBLIC WORKS PIPE BEDDING
STANDARD SANITARY MANHOLE 1 DEPARTMENT MANHOLE FRAME AND COVER DEPARTMENT FOR SANITARY SEWERS
DEPARTMENT _ j DEPARTMENT SHALLOW / DECEMBER 2008 P. Y OCTOBER 2012
SEPTEMBER 2011 SEPTEMBER 2011
Re
ALL SV WRNS SHALL BE ACGCYPUSHED
DY MEANS OF A WOE AND a5 BOND . TWO
45' RENDS SRALL NOT BE ACCEPTABLE.
4" SEND AS REWIRED (NO POPE LENGMIFT)
THAN 41Y BEND). EVERT 2. 4' ClW1WT W1E MM D
CHANKE IN WRECTLN OR GRADE 41 BEND ARE) PLUG.
WLL REWKE A SURFACE 50
PROPERTY TINE PROPERTY ONE WEANWT WrE. I I I 100 nP 150
�. �. W
3' -0" 3' -0" - 250
F FUNRE NNRE HOUSE wl HOUSE AL ryOUSE pl HOUSE 300
6" WIIIBNG SEDER PIPE ''IF BUILDV;G SEWER 6" BUILDING SEWER PIPE BUILDNG SEWER S g _ �0
400
W \2 "A 4" STUD rAIR(ING POST FASTED \2'1 4" STUD MARRING POST PAINTED 0 D Mry y5p
lEE M1H 6" $CE WIET BRfi X6' WYE Y 4 R R 1 TEE VAIN 6" WE WIET 6- X6' %6- WYE
NWIE KITH TIE WORD "SEWER• $tExCILID I I WER PIPE
MITE WITH THE WORD SEWS STENCIED 4 9:
SURFACE CLEANWT WITH SURFACE CLEANWT W1TN
IN 3" HIGH BLACK LETTERS AND 16 WIRE IN J" HICK BLACK LETTERS AND 46 WIRE SURFACE CRFANGVT 4 SURFACE (TYPICAL)
CAST IRON RING 4: COVER CAST IRON RING & COVER
CIFANWT 4" SENEA NPE $EE NOTES 2
WRAPPED AROUND THE STUD AND W
WRAPPED AROUND ME STUD AND 6
6 "x 6's6" vY£
50
NYE f
f TEST TEE MW A
AND s Ywlxuu ONE 92E FOR
250
3OD
1 350
1 4001
450
1 500
0
80
160
236
316
396
476
556
2
680
680
140
220
6 IN. DIAMETER
PIPE
0
50
100
150
200
250
3OD
1 350
1 4001
450
1 500
0
80
160
236
316
396
476
556
2
680
680
140
220
300
380
456
536
616
768
2
708
708
280
360
440
520
600
676
R8
828
6
732
728
424
SOO
580
660
740
780
772
868
6
748
744
564
544
720
800
808
296
786
900
2
764
760
704
784
BEE
835
820
808
8W
J792784
912
776
772
844
880
$60
844
$52
820
BOB
948
932
920
908
908
884
868
652
840
$28
820
964
4
796
788
908
888
872
ME
844
836
824
976
8
804
796
908
688
826
860
852
040
832
SM
6
BOB
804
TIME
SECONDS
6 IN, DIAMETER
PIPE
0
SO
100
1W
200
250
3W
350
400
450
500
0
80
160
236
316
96
476
556
632
680
SM
220
300
300
45E
632
16
696
768
760
752
144
440
520
600
676
952
36
840
828
812
804
792
660
740
820
896
1055
8
888
868
856
840
832
880
960
1028
992
1132
40
1103613215-
920
900
888
872
860
1100
1084
1044
1012
1164
4
944
928
912
900
E88
1132
1092
1056
1028
1192
4
964
948
932
920
908
1132
1096
1068
1040
1208
96
980
964
946
936
924
1132
HOG
1076
1052
1224
8
992
976
964
952
940
1132
1104
1060
1056
1236
20
1004
SM
975
964
952
ILIE
SECONDS
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. EQUAL) OR WT IN A NEW TEE USING RIGID COUPDNGS. 3 DEICE SUCH AS CLEAN CHECK EXTENDABLE ytll be roprowd by the Oepee -t el Fullie Ww4[. Rubber or �I
9 BACKWATER VALVE OR MPROUED EWN. SHALL BE e:iMa os e[INed b the monulactury -ndl be
0. DUCnLE TRW MAIN - CORE -ORLUM WITH A ROMAC SADDLE (OR 0. MOTILE IRON MAIN - CORE- ORILIID WITH A RDAAC SADDLE (OR 1N5rAIlE). umE an Sty W r • '
APPROVED EQUAL) APPROVED EQUAL) N m s FlDIBIE COUPLING OTENCO OR EQU.) LENGTHIF
I A mkGrum Teal of 2% (1 /C Re, foot) must be mantaned
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE _ 0
^tun 4 PIPe. In the stmt a YS grade emnot be seen and If Ina
AT MANUFACTURER KNOCK -GUF_ OR THE AT MANUFACTURED L E CLK -OUTS OR THE 5 (%1 SUC. 4 . WYE T must sign c City OI Fenian gro]e rtlecse 1wm and 1bm
STRUCTURE SHALL RE CORE - DRILLED. STRUCTURE SHALL BE LORE- DRILLED. C. 41a' WYE nmdua 6• Ppe at a grade of RL n 100 se
PAWL cm 150
PLAN 4. For - nsptttl« of side sem call 24 n«^ M od'rn <o. The i 2W
BUMING DRAII MR es..CJm phme number M m the'We eevn Penelt Site a 250
60" ALLOWABLE MAX. 60" ALLOWABLE MAX. LOW EUNATION NOISE must be ready fg nwmem and ......allen ait..hen °
Faptttar ter rea at A,... lien, SNe ea and stub dl.It Z 300
FOR CAST IRON PIPE FOR CAST IRON PIPE he tested x CAy mvlBcallms Make me emeanbo 01 me - 350
OR DUCTILE IRON PIPE. JZ OR DUCTILE IRON PIPE. Oft MMR TD PROPERTY UNE T -D' 5' -D" o.ee D. est UsIdd the d:Nn a.0 appraw is given NY 'be 4W
'l�•0 'GV PRPPFAIY LIME FRdI IRE HOUSE BUILDING PA. n¢pater. End 111.1 .1 be ¢.,led aHV Me asiatAq a,.
1:3:5 MIX Wh `.� VLt G 113:5 MIX p`A �. NN G tank no. bs.n P'm les wt and RRm eah .-a. 450 L�j CONCRETE NG Gµ1M CONCRETE } PRIG Gµ \N SIDE STkER eulwnG BE. 1-L"
6 IN. DIAMETER
PIPE
0
501
100
1 150
2001
250
300
50
4W
450
500 ".
0
80
150
236
316
396
476
56
632
680
AM
316
MR`
476
556
632
712
972
16
804
804
79263Z
969
712
792
$72
952
984
1144
28
905
886
876952
1484
1028
1108
1132
1055
1052
1248
92
972
952
SM
1269
1284
1224
1176
1132
1100
1316
1476�
49
1029
1000
964
1350
1.100
1248
1204
1164
1132
1368
M
1056
TOM
1020
1360
1308
1264
1224
1192
1160
1408
1M
NOW
1068
1052
1360
1316
1276
1240
1208
1180
1440
32
1112
1096
1076
1360
1320
1284
1252
1224
1200
1464
152
1112
1116
LIM
1360
1124
1292
1264
1236
1212
1484
168
1152
1132
1116
TIME
(SECONDS)
BLOCKING 7 .TIP} b5 �MP* OVO CLOCKING e'`P N 2`' /VkP `'.L(, gVO _ 3' -OSN. S. Tai he fault t -list Ie amo.m co.e.. 1e" <or. is dlo.ea II
µ \N yh pf- 1AV 75 NCtL I
OORv 29 MIN SLOPE QO 29 MIN SLOPE 6. U zide sees swb I, not awI.. Ten o.ne ma be LENG71 FT
rnP -MAR for it, Natdlatkn per .,.d dracin9 406.1. M
HORIZONTAL HORIZONTAL F pm 7 ', n+ �""•H" a • ewh .nml. eM «t 1111 eaY veal be son. by a II<msed and 0
6" SIDE CUTLET TEE 6" SIDE OUTLET TEE =o wo$ ..mo " a M. _" '" bmdod cmtmetar. E 50
SEWER SEWER m av� ten mot; E �; < s o °•^H o4 •' u 100
sas fi MIN. MAIN SEWER MAIN 6" MIN. MAIN SEWER MAN RgyR = € °e R s ;£� $ 5 7 Al .wk sndl 6e «<amgisned n «cwdmc. .itn Me wasnn9tm r IOU
^ n5 ecluat ial Banat, and Hmllh eel. (WtI 200
CONCRETE BLOCKING ANGLE CONCRETE BLOCKING
ANGLE :o ,y � 6� m ^� ;? a Q s 9..1 Wenm restmollos for sHe s.e<m H the Oubnc nol -of -Loy - 250
TYPICAL SIDE RFV6R Fl EVAI(N TYPI A SID SEWER ELEVATION
i olRn o 4161 [mtwm to Me most <uemt 4m<F mtwallm 300
OF TEE AT MAIN OVER 25 OF TEE AT MAIN OVER 25 ai o .gNr<mmI¢ of a the Rmt« st «dare Dem.,. -
ELEVATION ELEVATION m m o o B - S50
m 9. ul Widrp -ar and sIM -Pak sh it he. bedding In 4W
�an �.CZ� °: accwtlmc. .Ah slmde'd Se.ln9 40S 450
/�
-- __- _ - - - - -6 IN. DIAMETER
PIPE
0
50
ICp
1 150
200
250
300
350
400
450
500
0
80
160
236
316
396
476
556
632
680
ISO
A96
5NO
652
732
812
892
972
948
924
900
884
969
1068
1148
1228
124B
1192
1144
tlD4
ID72
1044
1020
1484
1564
1484
1408
1344
1292
1248
12N
1172
1144
1116
1700
1606
1532
1464
1408
1360
1316
12W
1248
1216
1192
1700
1624
1560
1504
1452
1408
1368
1332
1304
1272
1248
1700
16M
1580
1532
1484
1444
1408
1376
1344
1316
1292
1700
1644
1596
1552
1512
1472
1440
14M
1380
1352
1328
1700
1652
1608
1568
1532
1496
1464
1436
1408
1384
1360
1700
1656
1616
1580
1548
1516
1484
1460
1432
1408
13M
IMF
SECONDS
NOTE: NOTE: Y-2 m 10. The. sal a a mmmam ro f «t haNR -,s .<pwmlm be,.- PROCEDURE.
UNLESS OTHERWISE SHOW ON PLAN, SIDE SEWER SHALL HAW UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE �, a ¢mao,y de. Mee, and eme M.MC.a and a a1a and s mat
gN PlUd., l eroeraUw+ bel..m ¢wxary sNe .eners and qL cNw SLOWLY PRESSURIZE ME PIPE A 1.0 ADDING ALL SURE PIPE SHALL MEET A YNMUM AIR
A MINIMUM 2.5' COVER E PROPERTY LINE OR 3 -5' LOWER AML THE 25' COVER E PROPERTY LINE OR 3 -5' LOWER „, oA UHxMS. ALLOW 2 WIRES FOR AIBUZ THE P ADDING PRESSURE TEST OF 4.0 P Stc. FOR 5 E IS A L
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER, THAN THE CONVENT HOUSE ELEVATION, WHICHEVER IS LONER, AIR AS REWIRED TD 6TABIU2E TxE PRESSURE OFP ES wss TH PRESSURE. E THE Is A FROM
CALL FOR LOCATIONS BEFORE YOU DIG AT 4.o AR LO OF PRESSURE. T. THEN THE . SH OF THE DROP s
48HR LOCATORS I- 800 - 424 -5555 3.5 P ME ro S5 P.N O SHALL ABOVE TA LESS
Txa'e TIE DUE sxoxN Dx THE Aepvf rABIE$
STANDARD SIDE SEWER SID. PLAN - 608.1�'" \. STANDARD SIDE SEWER 31D. PLAN - 406.1 O TYPICAL BUILDING SEWER SID. PLR -4062 / °.. AIR TEST TABLE STD. PLAN - GO
R7�TD PUBLIC WORKS (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 9 PUBLIC WORKS INSTALLATION . ; PUBLIC WORKS FROM PROPERTY LINE TO .( �• D6PARTME1RTf' (LOW PRESSURE)
��� DEPARTMENT �1+1� i' DEPARTMENT DEPARTMENT BUILDING CONNECTION SEPTEMBER 2012 F - o' FOR SANITARY SEWERS MARCH 2008
`._i �\_; (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 N¢
CITY OF RENTON A
Approved by: Date:
Appmvedby: I ` Date: , •SAM "AwArT'0"' OF DC WrrT 4 LOST SHORT PLAT
r a�oaL r c�ab�, dd� �� 1• -20' Al 4i ►. 2900 DD UVALL AVE
ApprOved by: DBte: CBMENGINEERING- PROJECTMGT -ADV. HYDRAULICS al.. JJK DA2W ii6 RENTON DRApM NIG CODE
8957 DISTRICT LINE RD PH (360) 661 -6656 am ('�
BURLINGTON, WA 98233 RS °�� Ea Planning /Building /Public Works Dept.
Approved by: Date: NO. REVISION BY DATE APPR -A,,, WASTEWATER STANDARD DDETMLS
C. �
8103
08/04/2013
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08/04/2013
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