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NE 1/4 OF SECTION 10, TOWNSHIP 23N, RANGE 5E, W.M.
6 "9 PVC SIDE .,SEWE -Ff , 466
0'- V
1.00X `SLOPE 464 i 462 - ,n - - - --
6 "0 PVC SIDE SEWER. L'I l," 11 !1 SLOP I 54
1.00% SLOPE`. E
(�-- --_� 12 '�3 6'0 PVC SIDE SEWER "x-460 G
FF =46600 13 100 % SLOPE VI
STUB EL 462.50 FF- 465.00 (MIN.) . _ _ ,A -. _ _14_ ` ^15 i
i
STUB EL. 461:39 FF- 464.00,(MIN.) r ' �
' ' S
,� STUB EL. 480 46 FF =hG ' 0 + S1 40, ' 'G
\ `, FF- 454.00 UPPER) INTERN
j. \ STUB EL. 460:5&1
17ERNAL GRINDER 12Edp FOF
466
'FOR LOWER FLOOR +
I I '
8' CLEARANCE _ 456
-- - ., - -MIN. TYP.
-°462 , '
16.0 PVC DINT SIDE SEWER,. _
1 ' - 2+00% SLO GE\FROM MAIN r r
I
2 ', I I I , '. .; '_ + ,.. I CLEANOUT, 1.00 FROM C OUT -
FF= 469.00 + 468 ' - _ sea -.... -. _ - _ I- - __ _. _ _:.... _ _ ` T_O LOT , T
STUB EL 461.05 FF= 488.00, I I 1FF- 4&9.00 5 6 1 I.
STUB EL 461.02+ FF= 468.50 7- 464 \
STUD EL 460.43 STUB EL 460.41 °488.00 FF =467.50 466 ' 1
STUB EL 460.00 FF =467'00
+ I I I STUB EL 459.96 FF =465.00,
CLEANOUT (TYP.) , STUB EL 4y19.40 STUB
PROPOSED FlRE HYD ANT I I I -
,1 6'0 P C SIDE SEWER,
EX &TIN FIRE H
,N `CATCH BASIN
RIM- 469.52 LI
D)
INV- a67.27,12'01 ,12'OI PI
INV '4b /.22,12'01 S
C I
' 2.00% SLOP TYP UNLESS ' -
OTH RWISE NOTED)
1-0"-CLEARANCE
B - STORM. �•
.. .awe
SF4FETt71ANRbrr- ' -� .
RIM= ass.ls O -
INV- 460.21,$'PVC E f�]AICII BASIN INV =460.36,8'PVC S =468.17
D REBAR & CAP INV - 465.27,12 "A� EXISTIN; SEWER MAIN;
CKK,LS' CDR E'` P OJECT 5 -3088
VERTICAL DATUM:
SANITARY SIDE SEWER GENERAL NOTES:
Z
1.
PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION,
�
LOD (UPPER)
EL 464.72
A SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF
ALL SEWER INFORMATION IS PER FIELD SURVEY BASED ON ABOVE DATUM.
425.827.3063 OFFICE
RENTON PUBLIC WORKS DEPARTMENT.
800.962.1402 TOLL FREE
2.
TYPES OF PIPE AND FITTINGS THAT CAN BE USED FOR SANITARY
EXISTING SIDE SEWER NOTE:
SEWERS SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS.
(EASY IJROJA IRW WORNS AR.RRTD M1RWND THC SROx AN.
RUBBER OR NEOPRENE GASKETS AS SPECIFIED BY THE MANUFACTURER,
EXISTING SIDE SEWERS FOR THE EXISTING RESIDENCES ARE TO BE FIELD LOCATED, CUT
EXTENDED i0 THE t0G OF E SiVO
29)$ OR PARDON WA.,
4
AND CAPPED PRIOR TO THE START OF CONSTRUCTION.
3,
A MINIMUM GRADE OF 2% (1 4" PER FOOT) MUST BE
LY
MAINTAINED WITH 4" PIPE. N THE EVENT A 2% GRADE
A xr SEVrER
HRIA IAIORN
CANNOT BE MAINTAINED. THE OWNER MUST GRANT A
cEPTnetE PRaEWRES 1. ON' Yv2R CDNNCCHNAR to AIN
GRADE RELEASE TO THE CITY AND THEN CAN INSTALL
I
A NWINED CLAY MAIN - CLI M A NEW TEE USING FLEXIM
6" PIPE AT A GRADE OF 1 %.
S
4.
N
S
NE 1/4 OF SECTION 10, TOWNSHIP 23N, RANGE 5E, W.M.
6 "9 PVC SIDE .,SEWE -Ff , 466
0'- V
1.00X `SLOPE 464 i 462 - ,n - - - --
6 "0 PVC SIDE SEWER. L'I l," 11 !1 SLOP I 54
1.00% SLOPE`. E
(�-- --_� 12 '�3 6'0 PVC SIDE SEWER "x-460 G
FF =46600 13 100 % SLOPE VI
STUB EL 462.50 FF- 465.00 (MIN.) . _ _ ,A -. _ _14_ ` ^15 i
i
STUB EL. 461:39 FF- 464.00,(MIN.) r ' �
' ' S
,� STUB EL. 480 46 FF =hG ' 0 + S1 40, ' 'G
\ `, FF- 454.00 UPPER) INTERN
j. \ STUB EL. 460:5&1
17ERNAL GRINDER 12Edp FOF
466
'FOR LOWER FLOOR +
I I '
8' CLEARANCE _ 456
-- - ., - -MIN. TYP.
-°462 , '
16.0 PVC DINT SIDE SEWER,. _
1 ' - 2+00% SLO GE\FROM MAIN r r
I
2 ', I I I , '. .; '_ + ,.. I CLEANOUT, 1.00 FROM C OUT -
FF= 469.00 + 468 ' - _ sea -.... -. _ - _ I- - __ _. _ _:.... _ _ ` T_O LOT , T
STUB EL 461.05 FF= 488.00, I I 1FF- 4&9.00 5 6 1 I.
STUB EL 461.02+ FF= 468.50 7- 464 \
STUD EL 460.43 STUB EL 460.41 °488.00 FF =467.50 466 ' 1
STUB EL 460.00 FF =467'00
+ I I I STUB EL 459.96 FF =465.00,
CLEANOUT (TYP.) , STUB EL 4y19.40 STUB
PROPOSED FlRE HYD ANT I I I -
,1 6'0 P C SIDE SEWER,
EX &TIN FIRE H
,N `CATCH BASIN
RIM- 469.52 LI
D)
INV- a67.27,12'01 ,12'OI PI
INV '4b /.22,12'01 S
C I
' 2.00% SLOP TYP UNLESS ' -
OTH RWISE NOTED)
1-0"-CLEARANCE
B - STORM. �•
.. .awe
SF4FETt71ANRbrr- ' -� .
RIM= ass.ls O -
INV- 460.21,$'PVC E f�]AICII BASIN INV =460.36,8'PVC S =468.17
D REBAR & CAP INV - 465.27,12 "A� EXISTIN; SEWER MAIN;
CKK,LS' CDR E'` P OJECT 5 -3088
VERTICAL DATUM:
SANITARY SIDE SEWER GENERAL NOTES:
NAVD 88 PER CITY OF RENTON VERTICAL CONTROL
1.
PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION,
10604 NE 38th PLACE, SUITE 101
LOD (UPPER)
EL 464.72
A SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF
ALL SEWER INFORMATION IS PER FIELD SURVEY BASED ON ABOVE DATUM.
425.827.3063 OFFICE
RENTON PUBLIC WORKS DEPARTMENT.
800.962.1402 TOLL FREE
2.
TYPES OF PIPE AND FITTINGS THAT CAN BE USED FOR SANITARY
EXISTING SIDE SEWER NOTE:
SEWERS SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS.
(EASY IJROJA IRW WORNS AR.RRTD M1RWND THC SROx AN.
RUBBER OR NEOPRENE GASKETS AS SPECIFIED BY THE MANUFACTURER,
EXISTING SIDE SEWERS FOR THE EXISTING RESIDENCES ARE TO BE FIELD LOCATED, CUT
EXTENDED i0 THE t0G OF E SiVO
29)$ OR PARDON WA.,
SHALL BE USED ON JOINTS.
AND CAPPED PRIOR TO THE START OF CONSTRUCTION.
3,
A MINIMUM GRADE OF 2% (1 4" PER FOOT) MUST BE
LY
MAINTAINED WITH 4" PIPE. N THE EVENT A 2% GRADE
A xr SEVrER
HRIA IAIORN
CANNOT BE MAINTAINED. THE OWNER MUST GRANT A
cEPTnetE PRaEWRES 1. ON' Yv2R CDNNCCHNAR to AIN
GRADE RELEASE TO THE CITY AND THEN CAN INSTALL
A NWINED CLAY MAIN - CLI M A NEW TEE USING FLEXIM
6" PIPE AT A GRADE OF 1 %.
COUPLWSS (If. ON AFFECTED C.W)
4.
FOR INSPECTION OF SIDE
SEWER, CALL 24 HOURS
APPROKO EWAU
IN ADVANCE, 277 -5570.
SITE MUST BE
READY FOR INSPECTION
D WC ➢LE WON MAN - CORE - DRILLED WIN A REPRO EMOLC (OR
AND REPRESENTATIVE ON
SITE WHEN INSPECTOR
E MANHOLL TOP.41. - L cCNDEC" ?IA To MRAHOUE SxAU RE
ARRIVES AT APPOINTED
TIME. SIDE SEWER AND STUB
51RURURE STALL DE CONE-ORILLED
SHALL BE TESTED PER CITY SPECIFICATIONS.
FOR CAST IRON PIPE
MAKE THE CONNECTION AT THE HOUSE. DO NOT BACKFILL
OR DUCTILE IRON PIPE
I:3 5 MI% p
THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR.
BOCK
yNG
/Vp +SfO V"
FINAL APPROVAL WILL BE GRANTED AFTER THE EXISTING
SEPTIC TANK HAS BEEN PUMPED OUT AND FILLED WITH SAND.
MH
5.
INSTALL SIDE SEWER WITH 2' MINIMUM
COVER. 78"
COVER IS ALLOWED AT THE HOUSE
IF OUTLET IS SHALLOW.
6.
IF SIDE SEWER STUB IS NOT AVAILABLE. THE OWNER SHALL
Call 2 Working Days Before You Dlg
1- 800 - 424 -5555
Utilities Underground Location Center
(ID,MT,NDIOR,WA)
BE RESPONSIBLE FOR ITS INSTALLATION. THE SIDE SEWER
SHALL BE A MINIMUM OF 6" IN SIZE. IF TEE IS NOT
AVAILABLE, THE MAIN SEWER LINE MUST BE TAPPED
THRU A CAST IRON SADDLE. ALL WORK WITHIN
STREET RIGHT -OF -WAY SHALL BE DONE BY A LICENSED
AND BONDED CONTRACTOR.
7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE
WITH THE WASHINGTON INDUSTRIAL SAFETY AND
HEALTH ACT. (MSHA)
8. ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC
RIGHT -OF -WAY SHALL CONFORM TO THE MOST CURRENT TRENCH
RESTORATION REQUIREMENTS AS SHOWN ON DWG. #HR -23.
9. ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE
BEDDING IN ACCORDANCE WITH DRAWING BW18C OR
BROS AS APPLICABLE.
10. THERE SHALL BE A MINIMUM 10 FOOT HORIZONTAL SEPARATION
BETWEEN SANITARY SIDE SEWERS AND WATER SERVICES AND A
MINIMUM 5 FOOT HORIZONTAL SEPARATION BETWEEN SANITARY SIDE
SEWERS AND ALL OTHER UTILITIES,
' .
11IN ..... .., y,.. . - -- _- - - --
3M>...e.. y, ....,,....«
SS - .......i4 > = .{F: .......
0---
N.ESS . 1'�
EXISTING ARE HYDRANT
_ s°_�D w =„_,- sD-- so- - -su- _
S0 -SDI
CA :WEE AdANt101 F
1CH BASIN CATCh BASIN \
RIM-466.61 RIM 4`5.23 jjJ) M= 464.88
Ih1V= 4S3.Ht,12'ADS Vd INV 13293,12'AD5 t4J ItIV= :458.33,8 "PVC W \
INV =463.86,12'ADS E INV= 462.98,12'ADS E INV =458.330PVC S
MV =458.43,6 "PVC E- .
T FOUND MONU_TO
SCV,ER FPE
D.R. STRONG
W
O
CONSULTING ENGINEERS
\I[E
10604 NE 38th PLACE, SUITE 101
LOD (UPPER)
EL 464.72
KIRKLAND, WA 98033
rN
425.827.3063 OFFICE
AMER FL9'ino
ACC,,
800.962.1402 TOLL FREE
A
425.827.2423 FAX
110 \
' .
11IN ..... .., y,.. . - -- _- - - --
3M>...e.. y, ....,,....«
SS - .......i4 > = .{F: .......
0---
N.ESS . 1'�
EXISTING ARE HYDRANT
_ s°_�D w =„_,- sD-- so- - -su- _
S0 -SDI
CA :WEE AdANt101 F
1CH BASIN CATCh BASIN \
RIM-466.61 RIM 4`5.23 jjJ) M= 464.88
Ih1V= 4S3.Ht,12'ADS Vd INV 13293,12'AD5 t4J ItIV= :458.33,8 "PVC W \
INV =463.86,12'ADS E INV= 462.98,12'ADS E INV =458.330PVC S
MV =458.43,6 "PVC E- .
T FOUND MONU_TO
SCV,ER FPE
W
O
ELT'..O SEWER
\I[E
6 "X fi'Re' vIYF �11 !' SCUD.WY.G POST "II"..
LOD (UPPER)
EL 464.72
`
%FF =464.1
GRINDERRREQ'D
STUB E
AMER FL9'ino
ACC,,
INTERNAL GF
A
FBI LOW
110 \
(EASY IJROJA IRW WORNS AR.RRTD M1RWND THC SROx AN.
' .
11IN ..... .., y,.. . - -- _- - - --
3M>...e.. y, ....,,....«
SS - .......i4 > = .{F: .......
0---
N.ESS . 1'�
EXISTING ARE HYDRANT
_ s°_�D w =„_,- sD-- so- - -su- _
S0 -SDI
CA :WEE AdANt101 F
1CH BASIN CATCh BASIN \
RIM-466.61 RIM 4`5.23 jjJ) M= 464.88
Ih1V= 4S3.Ht,12'ADS Vd INV 13293,12'AD5 t4J ItIV= :458.33,8 "PVC W \
INV =463.86,12'ADS E INV= 462.98,12'ADS E INV =458.330PVC S
MV =458.43,6 "PVC E- .
T FOUND MONU_TO
SCV,ER FPE
W
O
ELT'..O SEWER
\I[E
6 "X fi'Re' vIYF �11 !' SCUD.WY.G POST "II"..
N
m1M fi ME WREi
*
w,A AE cLEMVWt vain HE= DUE "TID."W"' SMNE :LED
is
A
L Si IRON RIND 6 COVER IN 3" xWx BLACK tE2tGAS AND O6 mRE
(EASY IJROJA IRW WORNS AR.RRTD M1RWND THC SROx AN.
PRIVATE STORM WATER
$
EXTENDED i0 THE t0G OF E SiVO
29)$ OR PARDON WA.,
EASEMENT REC. NO.
I_
Sr -SLACK' on .
LY
•ov FpR
MS 1
A xr SEVrER
HRIA IAIORN
cEPTnetE PRaEWRES 1. ON' Yv2R CDNNCCHNAR to AIN
L&ES ARE AS' TOnS:
A NWINED CLAY MAIN - CLI M A NEW TEE USING FLEXIM
COUPLWSS (If. ON AFFECTED C.W)
D CWCREIE uA.. - GARE- DRALEO MITI n ROMAG SADDLE (GO
APPROKO EWAU
C PK M UNM -STUED MIT A ROMAC BATCH (GR APPROHG
DONAL) OR WT IN A NEW TEE DENT REM CWHUHM
D WC ➢LE WON MAN - CORE - DRILLED WIN A REPRO EMOLC (OR
APPROVED EWAU
E MANHOLL TOP.41. - L cCNDEC" ?IA To MRAHOUE SxAU RE
Z MANUEALRRED XNOC«-Wss OR THE
51RURURE STALL DE CONE-ORILLED
60" ALLOWABLE NOR
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE
I:3 5 MI% p
GCE�'�
OR
BOCK
yNG
/Vp +SfO V"
NC ,0 yS
MH
2G `LAG
3R MIN SLOPE
IiORIi0NTAL
6" SIDE OUitEi ICE
SEWER
6" MIN PATH
SEWER MAIIJ
CONCRETE 81 JOKING ANSI
OF TEE AT MAN OVER
E TYPICAL SIDE SEVER FI 11ATIfN1
25
E�
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN.
SIOE SEWER SHALL HAVE
A MINIMUM 25' DOVER AT PROPERTY
LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION.
WHICHEVER 5 LOWER
�D PUBLIC WORKS
` DEPARTMENT
STANDARD SIDE SEWER
INSTALLATION
SID. PLAN - 403.1
(SEWER MAIN TO PROPERTY LANE)
SEPTEMBER 2011 - -
C.
RETE
000
(1 /9) BEND 1
r z.
+ Y.' � �
P
' i+
11 0 "
I K.
14' htia,
ti
CASs IRON RING AND COVER G`p ?dY
) BEND
-462
I
452
STORMD
1)
�" OUND REBAR & (IAI
s LS'CORE',0.1 SS
SLIVER MANHOLE
CATCI -I BASIN RIM -46325
RIM-463.37 INV =459 05
INV= 461.17,12'ADS W 3 "PVC E & W
INV- 461.22,12'ADS E
IT IN CASE
,
SAND OR
EXPANDABLE
FOAM
TER TIGHT
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES
1 V AND fi CIEANWTS ON SEWER MAIN$ SHALL BE EAST JORDAN IRON WORKS, NO
No 3698 OR EQUAL CLEAN OJT SHALL BE A WATER TIGHT ASSEMBLY
2 IN UNTAPROAD AREAS. POOR „ 1' -0- THICK, 2' -0' SQUARE
CONCRETE. CLASS 3000. PAD AROUND THE AND AND COVER.
G SID.
PUBLIC WORKS S OR &ANON CLEAN -OTT PLAN - 403.1
el6 DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011
OCT. 8, 2011 MAJ 10.15.11 LRJ sumo A SONDE: ART..: NAro 1ae6
MAJ 11.2211 LRJ ,, AS NOTED HORYLONtAL MAD 198311991 �'� C I T I OF
DFSwxED� - l�
NOV. 18, 2011, MYLAR MAJ 01.04.12 LRJ RENTON
p3nwx:
CWA oNE OR
CHECKED: AT PMl19utE Planning /Building /Public Works Dept.
MAJ W NOT ONE INCH
REVISION BY DATE APPR AEPRGA ml : AGATE AG"OR...'
\- 81
5- 344201
TO CITY STANDARDS
0819 _
BROOKEFIELD NORTH
/SANITARY SEWER PLAN
NI
I
iIC SCALE
- -09 -06 -11
FIELDBOO :
PAGE:
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PRIVATE STORM WATER
`
EASEMENT REC. NO.
I_
20060313001960
LY
LH8,
\- 81
5- 344201
TO CITY STANDARDS
0819 _
BROOKEFIELD NORTH
/SANITARY SEWER PLAN
NI
I
iIC SCALE
- -09 -06 -11
FIELDBOO :
PAGE:
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