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W — 11 N.C. SDCKET HD
SCREW 1 A7 LONG
IBRONZE OR S &)
X7 x 2' RAISED PADS
1Y11T4
i. a c.E.Wtl a 9H 611 m E JOfd]AIN BON ifafd[S, NG
Nw 3998 GR EOUAL CLEAN CUT SHALL BE A WATER 110141 ASSEMBLY,
2. N LNHIPROWD AREAS POUR A F —Or TRIM Y' —O' 30UARE
CGILT2 -m [1X99 a9nq PAD ANOUm ME RING Nil w"R.
0. fl ASPHALT RQNOWAY$ REGICNE ARMING ELEMWT FIND AND
COI AS REgMRm BY STANDARD IETAL GRAl5i2G Bib&
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LIT
THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
CLASS
FIFE MATERIAL AS SPECIFIED
BY THE ENG14EER
PLUG TO BE SEALED
IN SANE MANNER AS
MAIN SEWER ICNNTS.
H OE 5 INCH CLT.ANDLIT
OVID. NAME: au76-1
RECORD NOTE 05/19/09
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS.
WHILE THIS INFORMATION IS BELIEVED TO BE RENABLE,
AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR
ERROR OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THIS DOCUMENT AS A RESULT.
THOSE RELYING ON THIS RECORD DOCUMENT ARE
ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS
ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
AHBL JOB NO. 207533.10
SP PAIGE am.1
S -lY —o9
NOTICE
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umNx m TNAT RpECf m Im un o1n%%mEn.
e IN. OINNEiflt
PIPE
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109
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211
220
215
211
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264
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PROCEDURE:
SLOB -Y PRESSURIZE THE PIPE TO 4.0 P,S,I.G,
ALLOW 2 MINUTES FOR STABILIZATON, ADDING AIR A5 REQUIRED,
TIME THE DROP FROM 3,5 P.S,I.G. TO 2.5 P.&I.C.
READ THE MAMNIUM ALLOWABLE TIME IN SECONDS FROM THE TABLES
AIR TEST YABLE SLAW FIMSURE)
FOR WIDER MAVIS
AEOPTED
CUT pa BOOM
9fam+tm PLAINS
Rex m Nju
DNG, NAME: 8063 SP PP.GE: BDB3
E IN. OWIERET
FIFE _- --
0
56
190
150
P00
P70
30P
39P
im
430
Sm
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20
40
59
79
89
119
139
158
17D
170
70
9D
110
130
156
17Y
166
268
261
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199
100
179
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217
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214
236
257
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7.83
293
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2,34
317
366
263
275
312
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2+8
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395
312
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321
313
306
3PTV
352
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390
319
309
37B
371
395
35B
283
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0 IN. OWXERER
PPE
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223
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225
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366
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312
429
J44
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312
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366
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5
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363
352
340
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371
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35B
352
347
TtlE
SECOm
REacNm. PER DETAIL
GCH
pm%N:
GCH oN(
AT FUL 5111E
SMG IF NOT ONE WON
NO. REVISION BY DATE APPR ^x^ �,.,, '""" 1C01 y
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
•9 f f f
ir. r : I f,l 3,a. }`�.,,.;. �•' +'.tea
(CLASS A DESIGN)
W (SEE NOTE 4) —A{r— LIMITS CF PIPE ,7iiNE
BACKFILL MATERIAL
(SEE NOTE 9) —
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE B) —
FOUNDATION LEVEL
(CLASS B. G D. DESIGN)
BEDDING FOR ROD PIPE
V! (SEE NOTE 4) JIB— LINI'TS OF PIPE ZONE
BEDDING MATERIAL
FOR FLE50ERLE PIPE
(SEE NOTE 7) —
FOUNDATION LEVEL
(CLASS F B ®GN)
BEDDING FOR FLEXIBLE PIPE
Dpi
L PROVIDE INFOPH SUPPORT UNDER 5PP,RE7.
E. H(J35 TAW URGED H90YCHE4
O. W WACT [ElNRNB Y0.TIIRVL 10 B6X Y0.r GMIBN E9XEFTT G(ECRY
CNER PIPE. HMO TRAP ONLY.
+. SEE "ER9AYAlgX AND PREPARATION OF IREXCH• M TIE SAITPRY
4rAER4 gY71NN CF *E 9VNGNm 4EOFlCTATtri9 FOR 1RFNCH ACTH
�lF' AND TPETk9NND OPTIONS THE PPE 201E W11- BE THE AC1p101
lRB3(N 1GIH, ERCEPr FOR CLASS 0. BmONG. ME NNYBY CONt9¢IE
worn sNNAI. BE 1-1 (1 ut + 1s:
E. 7REXC14 H9CEFlLL 41ALL CiMFBdI TO 'BAtxalWm SEINER TRFNCFES"
IN THE 80.NITARY 9:159'28 8:'MRNfI OF THE BNWGA197 9FEI,1FlCA7g8a,
EEAiPT'IN9T ROCKS DA LI.MPu IIX[9FR THAN i' PR RWT OF PPE
0NLf7ER SHALL NOT BE USED N THE BA01411 MATEP3PL.
8. SEE 'am01M0 WtTETBA. FOR RiBO RPE' IN THE A989E00.T3 9ECTCN
OF THE BfNUN9 BERICATgMB RR THE MM1TEIOAL B'EL4TCATNIXB
7, SEE 'REDOING HATEItlN. FOR FINABLE PIPE' N THE AGCREGAIE9
SEOTNN OF STlWOPA9 9PECFldSTgX FOR THE N4IFPJPL 7PECFlG117011k
B. PIPE 019T BE ANCHORED IN 9JCN A NAMIFR AS 10 ENSURE FIAT
WE IB M9Mll1ED.
'I': BEDDING FOR SAIMMTARY
-
D'H'SI ; _ 1371 OWG. NAME- 81177 : f
>•= CITY OF
NOflQONNl WD 10W�1B81 >
RENTON
DATUM
Planning /Building /Public Works Dept.
5- 348005
COLUMBIA BANK - RENTON
SEWER
NOTES &DETAILS
2
5 /TS /os
C4.2
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'I': BEDDING FOR SAIMMTARY
-
D'H'SI ; _ 1371 OWG. NAME- 81177 : f
>•= CITY OF
NOflQONNl WD 10W�1B81 >
RENTON
DATUM
Planning /Building /Public Works Dept.
5- 348005
COLUMBIA BANK - RENTON
SEWER
NOTES &DETAILS
2
5 /TS /os
C4.2
°`
To is