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6TH STREET SHORT PLAT
THE SOUTHWEST OUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
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6TH STREET SHORT PLAT
THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4' MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4' DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL
MAX PIPE SIZE - 21' I.D.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTES:
1. STEPS TO BE 3/4° 4 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL
2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANY.E JNG, COATED (SEALED)
IWTH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL
SANITARY MANHOLE TYPICAL DETAIL STANDARD PLAN No. BR -28
— � 1/2" WEB 8 PL
1/2" x 3" x3/8" NON -SKID PATTERN
CAST INTEGRAL ON TOP
26-3/8"
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FRAME (NON- LOCKING) COVER (NON- LOCKING) 33 -1/4"
?" TYP.
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ON 23" B.C.(TYP. 3 PL)
FOR 5/8 " -11 N.C. x 1 -1/4"
S.S. SOC. HD. CAP SCREW (3 REQ'D.)
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ION -SKID PATTERN
1" SEAT
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
-RSIDE SHOWN FOR CLARITY
'4" CORE (TYP.) ON 23" B.C.
:ORF (TYP.) (LOCKING)
FRAME (LOCKING) COVER LOCKING)
NOTES:
1. FOR NON - LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL
3. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER ").
SECTION A -A
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SECTION B -B
(�) �WtN�HIILI FRAME & COVER
STANDARD PLAN NO. BR -29
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NO. REVISION'. BY APPR. DATE APPROVED: SHEET: 15 OF:: 16
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6TH STREET SHORT FLAT
THE SOUTHWEST OUARTER OF SECTION i, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
(SEE NOTE 5) i
6"
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL ------------- T �-
(CLASS .A `DESIGN)
W (SEE NOTE 4) —I l- LIMITS OF PIPE ZONE
BACKFILL MATERIAL
1
BEDDING
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) —I,- LIMITS OF PIPE ZONE
in
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) —
FOUNDATION LEVEL
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2 HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 959 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 187.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PEP, FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL 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.
B. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
* A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
1 L�IE11�111 OR STORM SANITARY SEWER STANDARD PLAN NO.DW -18C
6" BUILDING SEWER PIPE
PROPERTY LINE
6'-o
FUIURE
M I I I BUILDING SEWER
2 "x 4" STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET � I PORTION WHITE ANS STENCIL ON SIDE
WORDING SEWER" WITH 3 HIGH BLACK LETTERS.
w AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER o I EXTENDED TO THE TOP OF THE STUD
UNLESS OTHERWSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY PLAIN AND REINFORCED CONCRETE, Dl PIPE AND Cl
FOR CAST IRON PIPE FOR SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE
CO CRETE Q��
BLOCKING MY� 25 Mp♦ PN9�0
( IN SLOPE
I HORIZONTAL
6" SIDE OUTLET TEE
S
SEWER MAIN EWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
2 STANDARD SIDE SEWER INSTALLATION SEWER MAIN T OTYNE
DA ND. BR -39
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NOR, =1111
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LENGTH FT
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100
150
200
250
300
350
400
450
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BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F '
A
4" MIN.
1/4 I.D.
12" MAX.
*
*
ZERO
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B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
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C
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1/2 O.D.
1/8 O.D.
O.D.
6" ON 6" Y BRANCH
* A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
1 L�IE11�111 OR STORM SANITARY SEWER STANDARD PLAN NO.DW -18C
6" BUILDING SEWER PIPE
PROPERTY LINE
6'-o
FUIURE
M I I I BUILDING SEWER
2 "x 4" STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET � I PORTION WHITE ANS STENCIL ON SIDE
WORDING SEWER" WITH 3 HIGH BLACK LETTERS.
w AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER o I EXTENDED TO THE TOP OF THE STUD
UNLESS OTHERWSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY PLAIN AND REINFORCED CONCRETE, Dl PIPE AND Cl
FOR CAST IRON PIPE FOR SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE
CO CRETE Q��
BLOCKING MY� 25 Mp♦ PN9�0
( IN SLOPE
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OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
2 STANDARD SIDE SEWER INSTALLATION SEWER MAIN T OTYNE
DA ND. BR -39
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NOR, =1111
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PROCEDURE
SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALLOW 2 MINUTES FOR STABILIZATION,
ADDING AIR AS REQUIRED. TIME THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. READ THE
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24'x 24" COMM. CLS. CONCRETE
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SEE DRAWING 8229
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THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
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MANHOLE FRAME AND COVER
6�
Jr MAX = 25
SEE DRAWING 8229
PATCHED AREA P -0" OUTSIDE DIA 1' -D" A.C. CLASS °G"
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SURFACES, INCLUDING CHANNETJNG, COATED (SEALED)
lo _
CONCRETE RISK BY PIPE INC., WITH A HIGH SOLIDS URETHANE COATING; REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER
7 MIN.
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6TH STREET SHORT FLAT
THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
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CAST INTEGRAL ON TOP - BRACKETS OR CAMPING
APPRCVED EQUAL 34858
25 -1/4,. 30' BEND CI1VAT" 7 �y'o1
24" f � t1�rm8
1" 3/4 THE DIAMETER OF
: - THE DOWNSTREAM PIPE
: RECORD NOTE 03 /2e /07
1 THESE RECORD-DRAWINGS HAVE BEEN PREPARED BASED J
ON INFORMATION SUBMITIED,,IN PART, BY.0THERS
INSIDE DROP CONNE N TO 60 "' DIA WHILE THIS INFGRMATION IS,BEIJEVFD TO BE RELIABLE
MANHOLE AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR '
0
23 -1f4" 3%4„ ERROR OR OMISSIONS WHICH,MAY HAVE BEN
NOT '.O SCALE INCORPORATED INTO THIS'DOCUMENT AS A RESULT.
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ACCURACY BEFORE APPLYING IT FOR ANY`PURPOSE
FOR 5/8 " -11 N.C. x 1 -1/4" n � p
S.S. SOC. HD. CAP SCREW (3 REQ'D.) BECKON A -A
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WAS'T3NiR VD.ITY SECDDN. $
!" TYP. IYP. NON -SKID PATTERN 5/8" 3/8" 1 -3/8 0
2 ALL PPM MD flPFIC.° SHALL BE SNMR SL- A+A xATEPoPL UT LI)
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ERAME (L M9)
NOTES
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2 FOR LOCKING LID USE 01 YMPIC FOUNDRY No. MH 30 D/T OR EQUAL
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER). OR WATER (SPECIFY "WATER").
.DIN i PYRES 11 / 07 / 06 Z 0 -'k �g -k
RSIDE SHOWN FOR CLARITY EIATE REwSIDN APPR DWG. NAME: B075 -1 SP PAuE- 8075.1 ' , Z Q.4 _
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®; CiiECI�E�O1II9elI��IAN� CITY OF RENTON N
FOR BY TO CITY STANDARDS DEPARTMENT OF ..PUBLIC WORKS.
BY- DAE
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BY SEWER'NOTES & DETAILS C5.2 z
2 MANHOLE FRAME & COVER` o I
b,.. DESIGNED: GCH
NOT 1D SCALE STANDARD PLAN NO. BR -29 r �� DATE: 07/24/06 FILE NAME 203615 -05. 7
DRAWN: GCH
�__._.. CHECKEDi SMC SCALE AS SHOWN Feo BOOw_ PAaE._ m:
NO. REVISION BY APPR: DATE APPROVED: SHEET: 15 OR -16 Q
DEa�Ia, DF wale waau
a8a- 326105 GE& 0 32M7
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MANHOLE FRAME AND COVER
6�
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SEE DRAWING 8229
PATCHED AREA P -0" OUTSIDE DIA 1' -D" A.C. CLASS °G"
ADJUSTMENT (4' MN) NOTES
t. STEPS TO BE 314' 4 DEFORMED BAR GALVANIZED SAFETY
CONE STEPS OR EQUAL
21�
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
A A
ARE INSTALLED.
RUBBER GASKETED JOINTS
3. CASTING TO BE PER DRAWING BR29.
N ACCORDANCE WITH ASIM C -443
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
4w
47 MIN.
CONCRETE COVER 4° CONCRETE
STEPS - 3/47 DEFORMED BAR 5. ALL JOINTS SHALL BE GROUTED.
STEPS SHALL BE INCLUDED 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SECTION A -A
6-1/2'
SURFACES, INCLUDING CHANNETJNG, COATED (SEALED)
CONCRETE RISK BY PIPE INC., WITH A HIGH SOLIDS URETHANE COATING; REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER
7 MIN.
OR APPROVED EQUAL WASSER MC- CONSEAL OR APPROVED EQUAL
OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING
48'
COLOR OF COATING SHALL BE WHITE
CONCRETE BLOCKS.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASHY C-443. REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). FINISH
�-
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
PAVEMENT SURFACE WITH 2" OF A C. CLASS V.
DIAMETER OF THE LARGEST PIPE SEAL NND AR AOOO AND
MAX PIPE SIZE - 21' I.D.
12' (TYP)
9. CONEGMS TO MANHOLE STALL BE MADE USING GPK DRY SAND AFTER PATCHING SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS SECTION 7- 05.3(1).
�
LADDER -STD. ALUMINUM ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL PLAN
OR GALVANIZED SIE11
MORTAR
- TYPICAL UTILITY COVER ADJUSTMENT FOR PAVEMENT OR OVERLAY
FlIJET
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CAST INTEGRAL ON TOP - BRACKETS OR CAMPING
APPRCVED EQUAL 34858
25 -1/4,. 30' BEND CI1VAT" 7 �y'o1
24" f � t1�rm8
1" 3/4 THE DIAMETER OF
: - THE DOWNSTREAM PIPE
: RECORD NOTE 03 /2e /07
1 THESE RECORD-DRAWINGS HAVE BEEN PREPARED BASED J
ON INFORMATION SUBMITIED,,IN PART, BY.0THERS
INSIDE DROP CONNE N TO 60 "' DIA WHILE THIS INFGRMATION IS,BEIJEVFD TO BE RELIABLE
MANHOLE AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR '
0
23 -1f4" 3%4„ ERROR OR OMISSIONS WHICH,MAY HAVE BEN
NOT '.O SCALE INCORPORATED INTO THIS'DOCUMENT AS A RESULT.
THOSE ON THIS FRAME ((NON-LOCKING) COVER (NON-LOCKING) 33 -1/4" ADVISEDRTO OBTAIN NDEPENDENT VERIFICATION OF ITS
ACCURACY BEFORE APPLYING IT FOR ANY`PURPOSE
FOR 5/8 " -11 N.C. x 1 -1/4" n � p
S.S. SOC. HD. CAP SCREW (3 REQ'D.) BECKON A -A
B .. wsa'E ORCPS AIrE ONIr ro of uSPL uPON ATI`R7VAL ar m
WAS'T3NiR VD.ITY SECDDN. $
!" TYP. IYP. NON -SKID PATTERN 5/8" 3/8" 1 -3/8 0
2 ALL PPM MD flPFIC.° SHALL BE SNMR SL- A+A xATEPoPL UT LI)
T ti OCOVU\ NAWJhE
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BDTx W AND SAGDT ENDS W iALN' CROP, P,PE
x: pp[ 1DN6111 T40CDms 5 LEEY' NEN ODARR smAVS WSIDE DROP CONNiX "ON
91AIL BE NSTAtLED w fi A xNM wAQIG ur s PEST- Q
. ON OE — BN 13 SMALL BE ATTACHED URITDND STANl. TO 60" MANHOLE (J.I D.
25' S FF_ EEPANS D4 BOLTS YIN.: FA4 AT LDINECI,' 9o.M r o
.� ADOPTED �'�° (�
clrr w BmNDN .AJ, 'ISTa� 1 rl
REVD. SEE N0� o.3 BELOW SECTION B -B " °u ss10NAL I F �D W Q Z �N $ g
V
v, - n.J TAP 5/B
ON 23" B.C.(TYP. 3 PL)
ERAME (L M9)
NOTES
1. FOR NON - LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL
2 FOR LOCKING LID USE 01 YMPIC FOUNDRY No. MH 30 D/T OR EQUAL
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER). OR WATER (SPECIFY "WATER").
.DIN i PYRES 11 / 07 / 06 Z 0 -'k �g -k
RSIDE SHOWN FOR CLARITY EIATE REwSIDN APPR DWG. NAME: B075 -1 SP PAuE- 8075.1 ' , Z Q.4 _
RWW OF 4" CORE (TYP.) ON 23" B.C. _ W J q
T6 WD116RNK,RNI DOCUM _..MITN
wnp�ul�nAmx �ira
A. ORE (TYP.) (LOCKING) o��AN c E e
INSIDE DROP CONNECTION FOR SANITARY SEWERS DEDD��NN�.a o
�.. lSNa11I W.W3WDa 9ENR 611E
L NW Dnr v xaND D xor ro a u50. x sDIE
NOT TO SCALE STANDARD PLAN NO. 8075 -1 °•�"mN m w°s� °°° "`
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®; CiiECI�E�O1II9elI��IAN� CITY OF RENTON N
FOR BY TO CITY STANDARDS DEPARTMENT OF ..PUBLIC WORKS.
BY- DAE
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BY SEWER'NOTES & DETAILS C5.2 z
2 MANHOLE FRAME & COVER` o I
b,.. DESIGNED: GCH
NOT 1D SCALE STANDARD PLAN NO. BR -29 r �� DATE: 07/24/06 FILE NAME 203615 -05. 7
DRAWN: GCH
�__._.. CHECKEDi SMC SCALE AS SHOWN Feo BOOw_ PAaE._ m:
NO. REVISION BY APPR: DATE APPROVED: SHEET: 15 OR -16 Q
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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
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A
4" MIN.
1/4 I.D.
12" MAX.
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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
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LENGTH Fl
O
50
a 100
150
2DO
0 250
z app
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400
450
0
• 11
w
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_ 0
11
•
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07
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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
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4) U �
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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
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m
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A = C MIN. 27" LD. AND UNDER
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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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