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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, ICING COUNTY, WASHINGTON
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6�
Jr MAX = 25
SEE DRAWING 8229
PATCHED AREA P -0" OUTSIDE DIA 1' -D" A.C. CLASS °G"
ADJUSTMENT (4' MN) NOTES
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t. STEPS TO BE 314' 4 DEFORMED BAR GALVANIZED SAFETY
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7 MIN.
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48'
COLOR OF COATING SHALL BE WHITE
CONCRETE BLOCKS.
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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, ICING COUNTY, WASHINGTON
MANHOLE FRAME AND COVER
6�
Jr MAX = 25
SEE DRAWING 8229
PATCHED AREA P -0" OUTSIDE DIA 1' -D" A.C. CLASS °G"
ADJUSTMENT (4' MN) NOTES
N_
t. STEPS TO BE 314' 4 DEFORMED BAR GALVANIZED SAFETY
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47 MIN.
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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
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SURFACES, INCLUDING CHANNETJNG, COATED (SEALED)
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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'
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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, ICING COUNTY, WASHINGTON
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6" MIN. P' 5 s 1/2 °LUG AS DAM
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6" MR (TYP) , t W a_
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SANITARY MANHOLE TYPICAL DETAIL +
1 w T
NOT TO SCALE STANDARD PLAN NO. BR -28 r
St NOTE 2 W
112" WEB 8 PL '�� WAsz Ir F-
1/2" x 3" x3/8" NON -SKID PATTERN RELINER STAINLESS STEEL c� Lu ()
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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P' SEAT r 2 -1 2' a
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
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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
DEa�Ia, DF wale waau
a8a- 326105 GE& 0 32M7
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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"
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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CONCRETE SHELF
°`
NOT TO SCALE STANDARD PLAN NO. BR -36
A
PRECAST BASE SECTION
OR CAST N SHELF.
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6" MIN. P' 5 s 1/2 °LUG AS DAM
l �- EE OF APPROPRIATE SILL J
6" MR (TYP) , t W a_
O
cr
SANITARY MANHOLE TYPICAL DETAIL +
1 w T
NOT TO SCALE STANDARD PLAN NO. BR -28 r
St NOTE 2 W
112" WEB 8 PL '�� WAsz Ir F-
1/2" x 3" x3/8" NON -SKID PATTERN RELINER STAINLESS STEEL c� Lu ()
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
?!Ae A 6D' IUNE R NA"•01L TIDE NAKWU . A"WAN F D.AMEIFR ...: W DF Ti iNSS a cP ; vm Is Tx•. *.m eR� € cmDlt4 Ta Ix PI Z B D�1UIflER M WLIYI@ VNUNS ShH BE RD IEWO Br -(H: UA A— UWTY NA: NAY RFQ— A LANOOi INAMI—. NAWO4E O I / C ELN It STO TD G0.ML NILLL BE MSfwuEa WTSxn .L"crs �•e ° U LLj E$
P' SEAT r 2 -1 2' a
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� °°° "`
C)
®; CiiECI�E�O1II9elI��IAN� CITY OF RENTON N
FOR BY TO CITY STANDARDS DEPARTMENT OF ..PUBLIC WORKS.
BY- DAE
n• y
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
t
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-.
Tim' t ,ega r-'.� -
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