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6TH STREET SHORT FLAT
THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
(SEE NOTE OF !. i
BACKFILL MATERIAL
CONCRETE CLASS C I
(CIASS A Fa? r
v '1
0�0000'00�'OOs'OODO
FOUNDATION LE7 j
1 D. DESIGN)
BEDDING FOR RICID PIPE
IN 'v-SEE NOTE
BEDDING MATERIAL
FOR FLDOBLE
i NOTE 7) /
FOUNDATION LEa /
(a A% F rs r
BEDDING FOR il•'
PIPE BEDDING 1' STOR
NOT 1 SCALE
6" BUILDING SEWER PE
O
i E WITH 6" SIDE OUTTLET
LIMITS OF PIPE ZONE
LIMITS OF PIPE ZONE
NOTES
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE
HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING. THE MNMUM CONCRETE WIDTH MALL BE 1 -1/2 I.D. + 18 ".
5. TRENCH BAUM SHALL CONFORM TO "BACKFILLHNG SEWER TRENCHES' IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT O PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFIL MATERIAL
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
BEDDING CLASS DESIGN
DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F
LENGTH Fl
O
50
a 100
150
2DO
0 250
z app
m �r
400
450
0
• 11
w
11
_ 0
11
I!�IIIIIII'�
IIIIIE11
"
IIIIICJ
11
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1T
A
4" MIN.
1/4 I.D.
12" MAX.
•
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ZERO
4) U �
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B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
L to
�0: 0) (r
LENGTH Fl
O
50
a 100
150
2DO
0 250
z app
m �r
400
450
0
• 11
w
11
_ 0
11
•
1llll
I!�IIIIIII'�
IIIIIE11
"
IIIIICJ
11
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11
Illy
!1
-4 6" MIN. OVER 27" I.D.
4) U �
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SANITARY SEWER
07
IIIIII�Illlll►{fIIIII�i:J
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APPROVAL OF THE WASTEWATER
UTILITY
CLI
PROPERTY LINE
J
NOTE
TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE
FUTURE
BUILDING SEWER
24 7x 24" COMM. CLS. CONCRETE LONG 6" 1/8 BEND
BLOC( POURED AROUND
"
2 x 4" STUD SERVICE MARKER PAINT UPPER
CONNECTION TO MAIN
I PORTION WRITE ANS STENCIL ON SIDE
WORDING *SEWER" WITH 3" HIGH BLACK LETTERS
AND $ WIRE WRAPPED AROUND THE STUD AND
I I , •.
d
8
•
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11
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11
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4) U �
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QL w J�. � t�co
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QQ.
=1
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7
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A
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W
SANITARY SEWER
07
STANDARD PLAN N0. BW-18C
(� 6" ON 6" Y BRANCH
I
NOTE
DO NOT USE W. -HOUT WRITTEN
APPROVAL OF THE WASTEWATER
UTILITY
CLI
PROPERTY LINE
J
NOTE
TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE
FUTURE
BUILDING SEWER
24 7x 24" COMM. CLS. CONCRETE LONG 6" 1/8 BEND
BLOC( POURED AROUND
"
2 x 4" STUD SERVICE MARKER PAINT UPPER
CONNECTION TO MAIN
I PORTION WRITE ANS STENCIL ON SIDE
WORDING *SEWER" WITH 3" HIGH BLACK LETTERS
AND $ WIRE WRAPPED AROUND THE STUD AND
I I , •.
d
8
PROCEDURE
ri)
SLOWLY PRESSUR12E THE PIPE TO 4.0 P.S.I.G. ALLOW 2 MINUTES FOR STABILIZATION, J Q
ADDING AIR AS REWIRED. TIME THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. READ THE Q —1
MAXIMUM ALLOWABLE TIME IN SECONDS FROM THE TABLES. IL
AIR TEST TABLE LOW PRESSURE FOR SEWER MAINS ° o
3 +
B
•
O
c%j
m
�
A = C MIN. 27" LD. AND UNDER
o �o
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D0 (!3O
-4 6" MIN. OVER 27" I.D.
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QL w J�. � t�co
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(50OO
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7
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PROCEDURE
ri)
SLOWLY PRESSUR12E THE PIPE TO 4.0 P.S.I.G. ALLOW 2 MINUTES FOR STABILIZATION, J Q
ADDING AIR AS REWIRED. TIME THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. READ THE Q —1
MAXIMUM ALLOWABLE TIME IN SECONDS FROM THE TABLES. IL
AIR TEST TABLE LOW PRESSURE FOR SEWER MAINS ° o
3 +
B
•
NOT TO SCALE STANDARD PLAN NO. BR -07
�
A = C MIN. 27" LD. AND UNDER
w
-4 6" MIN. OVER 27" I.D.
W
A
COVER 6' BELOW STREET GRADE
z
Ir
6" PLUG
W
W
SANITARY SEWER
07
STANDARD PLAN N0. BW-18C
(� 6" ON 6" Y BRANCH
I
NOTE
DO NOT USE W. -HOUT WRITTEN
APPROVAL OF THE WASTEWATER
UTILITY
CLI
PROPERTY LINE
J
NOTE
TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE
FUTURE
BUILDING SEWER
24 7x 24" COMM. CLS. CONCRETE LONG 6" 1/8 BEND
BLOC( POURED AROUND
"
2 x 4" STUD SERVICE MARKER PAINT UPPER
CONNECTION TO MAIN
I PORTION WRITE ANS STENCIL ON SIDE
WORDING *SEWER" WITH 3" HIGH BLACK LETTERS
AND $ WIRE WRAPPED AROUND THE STUD AND
I I , •.
d
8
6° SIDE SEWER AND BUILDING SEWER o I EXTENDED TO THE TOP OF THE STUD. • o
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST ' �ZflEiYjY Z wKN
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS STANDARD 6 X MAIN SIZE TEE oT IMgB �� F-0_
a WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. ag �c Z — O: s r s
s g
x VITRIFIED qAY PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl \ �'9a d >R ag
s0" ALLOWABLE MAX
}
PIPE -btwm MAINS ARE,. TO BE CORE 'DRILLED Q
m FOR CAST IRON PIPE �. f SEWER MAIN
OR DUCTILE IRON PIPE Icy
y xa - ' ,'�,tsrsse° d 54P321*106 ss�oxnt 8 �0 W Q 0� €8 ;
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CCmTE /�Qj / �G f W Kn Z Bv
BLOC KING LS C� 2% MIN_SI OPE EWIFES Ill 07 / 08 Z J na a
REUSE OF MrMTs , Z Q • a� _ f_
HORIZONTAL SIDE SEWER RISES CONNECTION TO SEWER MAIN WJ
s" SIDE ouTLEF TEE /J ��'��
,a11 mt uuun� >� axrcanc -
SEWER MAIN L NOT TO SCALE � s STANDARD PLAN NO. BR-08 „ , u s
mol.rt. rr mrnr na: xo sraun"c
Z 6" MIN. SEWER MAIN ?•rr ..Rs°•Y= - it aeNa:" wosxorg"m"�ca e:xene
O CONCRETE BLOCKING ANGLE "
n TYPICAL SIDE SEWER ELEVATOR a.rMC .xrcm�ow�c .nE n
OF TEE AT MAIN OVER 25 `` tU s '
ELEVATION
� W f_. CHECK FO�COm�EFANCE CITY OF RENTON N POR
NOTE R
w RECORD NOTE 08128 /OT BY TO CITY STANDARDS ' DEPARTMENT OF PUBLYC WORKS S
o UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.6 COVER AT PROPERTY _
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. t s
R ON INFORMATION SUBMITTED, IN PART, BY OTHERS BY DATE
WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE BY DATE SEWER NOTES & DETAILS C5 ■3 z 6
34858 AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR DATE m $
STANDARD SIDE SEWER INSTALLATION SEWER MAIN TO PROPERTY LINE ��..�
ERROR OR OD INTO THIS MAY "AVE BEEN 0
X ql9
INCORPORATED IN1D THIS DOGDMENT AS A RESULT. DESIGNED: GCH DATE: 01/24/06 FILE NAME 203615
Z 1 THOSE RELYING ON THIS RECORD DOCUMENT ARE DRAWN: GCH
NOT TO SCALE STANDARD PLAN N0. BR -39
i o ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS scALE- �.00w_ rAas_ -J
Z E7(PIRES p1/7l0$ ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE c1+ECKEe sMC As srlowN c
` NO. REVISION BY APPR. DATE APPROVED: SHEET: 16 OF: 16
Dacron W r,:ax Q
aa7 321.106 ��
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