HomeMy WebLinkAboutS-406703own
i
LENGTH
LEND
H
D
- 50 F
1�10
LENGTH
0
0
1D0
15D
200
- 250
DD
- 350
400
450
ENO
H
0
BE 0
1D0
50
NE
HE
PROCEDURE:
SLOWLY FAESSURRE
TIE PIPE
TO 4.0
ROD 0.
ALL SEMER PIPE WALL MEET A MINIMUM AIR
ALLOW 2 MINUTES FOR SCAMEBU2ATCN,
ADDING
PRESSURE T'Ei OF
40 BRIE. FOR 5 MINUTES
AIR AS REWIRED
TO STABIU2E TIE PRESSURE
YAT➢ NO LOSS OF PRESSURE. IF
MORE
IS A LOSS
AT 4.0 RSI,G.
OF PRESSURE. THEN
ME TIME
OF
ME DROP FROM
35 P.S LC. TO 2.5 EST G.
SHALL
NOT BE LESS
MAN THE TIME SHOWN ON
ME ABOVE
TABLES.
PUBLIC WORKS
AIR TEST TABLE
BYO. PLAN
- 610
DEPARTMENT
(
LOW
PRESSURE)LFOR
SANITARY
SEWERS
MARCH
2O08
6 IN. DIAMETER
PIPE
D
s0
ID0
LSD
2DD
zs0
SOD
ISO
Ma
asD
soD
0
8D
180
236
316
39fi
4]6
SSfi
632
680
680
140
220
3D0
390
45fi
5}6
61fi
696
]12
]08
]OB
280
360
44D
52D
600
6]6
]4B
]44
]36
]33
]2B
424
$OD
5BD
fifi0
]ID
]80
]]2
]64
]56
]4B
]N
564
fi44
]20
800
808
]96
]86
]80
]]2
J64
]fi0
]04
]84
B56
B36
02D
BDa
BDO
]92
]a4
]]6
I]2
644
Ba0
B6D
B44
B32
820
a08
BOD
]92
]BB
]BD
900
984
0GB
B52
840
B2B
B20
BD0
BOa
]96
]B8
9a0
BBB
B]2
B5fi
B44
B36
B24
Bt6
BOB
eD4
]96
90B
BBB
B]6
B60
H52
&b
832
024
816
BOB
B04
11ME
SECONDS
6 IN. DIAMETER
PIPE
0
50
100
150
2DD
250
30D
35D
400
45D
500
0
80
16D
236
316
39fi
Qfi
SSfi
632
6BD
6B0
220
300
38D
45fi
SSfi
616
696
52
]44
40
520
800
6]6
]56
9368404]92880
]W
820
996
932908B8810032BBO
9601028992
9fi4
940920288D1100
IOB4
1044
f012
988
9fi4944D8661132
W760
1092
1056
1028
1004
9849fi4d090B1132
1096
1WB
IOW
1016
996980369241132
1100
10]6
1052
1028
ID089H2s29401132
1104
1080
ID56
103610201004fi4
952
TIME
SECONDS
6 IN. DIAMETER
PIPE
D
w
1DD
LSD
2DD
zsD
SOD
Ss0
a9a
+sD
s6o
0
80
160
236
Slfi
39fi
4]6
SSfi
632
680
316
396
Nfi
SSfi
632
]12
832
616
604
B04
632]12]92B]2952984
952
926
90B
BBB
9521➢2811D61132ID88ID52
1D20
992
9]2
952
lz6e12eauzaInsn3zn6D
lD6e
lDaa
lDza
IDaD
13601300124812041164
1132
t104
1080
1056
1036
E7K
usD1}DaIzfialzzan9z
ns0
n3z
9De
1Dee
1Dse
13601J1612]61240120EII80
1156
1132
1112
1096
u6D13zDlaaa125z1224
lz9D
mfi
vse
n3z
m6
13601}241292llb41Dfi19211921166952lp2
11ME
SECONDS
6 M. DIAMETER
PIPE
0
50
100
150
200
250
3W
350
600
aW
500
0
6D
16D
2}fi
Slfi
39fi
p]fi
55fi
fi32
fi6D
fi60
496
5]6
6s2
]32
812
da29]294892490088499610681146122812481144110410]21044102014641564148414081344R48120011I211441116D00160815}2146414a1}1fi1260418121611921]00162415601304195213681332130412]212461]001836158015321484140813]61344131612921]00164415B8155215121440140E138013521328D0018521608158a153214641438i{OB13841360D0018561818ISBO1898
1484
1460
1432
1408
1366
TINE
SECON06
AIR TEST TABLE
TABLE
NOT TO Sf'.AI F
CCTV INSPECTION SPECIFICATIONS
1. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND ) PRIVATE SANITARY SEWER AND STORM
DRAIN MAIN LINES SHALL BE INSPECTED BY MEANS OF REMOTE CCTV. CCTV INSPECTIONS AND REPORTS
SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR ASSIGNED TO THE PROJECT PRIOR TO
RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS, AND/OR PAVEMENT.
2. THE CONTRACTOR SHALL PERFORM ALL COW INSPECTIONS IN ACCORDANCE WITH THE NATIONAL
ASSOCIATION OF SEWER SERVICE COMPANIES (NASSCO) PIPELINE ASSESSMENT CERTIFICATION PROGRAM
(PACP)
3. ALL COW OPERATOR SHALL HAVE CURRENT NASSCO PACP CERTIFICATION.
4. COW INSPECTIONS SHALL BE RECORDED IN A GRANITENET COMPATIBLE FORMAT DATABASE USING THE
LATEST SOFTWARE VERSION AND SUBMITTED WITH ELECTRONIC LINKS BETWEEN THE DATA AND THE
VIDEO ON AN EXTERNAL HUD, DVD, OR FLASH DRIVE.
5. ALL CCTV INSPECTION REPORTS SHALL BE WITH -IN +/. TWO (2) FEET OF THE MEASURED LINEAR FOOTAGE
BETWEEN MANHOLES ALONG THE EXISTING PIPELINE CENTERLINE FROM THE START OF PIPE TO END OF
PIPE.
6. ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FILLY AND ACCURATELY ENTERED ON
ALL CCTV REPORTS. WORK NOT FOLLOWING THESE SPECIFICATIONS WILL BE REJECTED AND THE
CONTRACTOR SHALL BE REQUIRED TO RE -CCTV THE WORK.
7. DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE, LOGS,
ELECTRONIC REPORTS, ETC. NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE INSPECTION. THE
SPEED OF TRAVEL SHALL BE SLOW ENOUGH TO INSPECT EACH PIPE JOINT, TEE CONNECTION, STRUCTURAL
DETERIORATION, INFILTRATION AND INFLOW SOURCES, AND DEPOSITS, BUT SHOULD NOT, AT ANY TIME, BE
FASTER THAN 30 FEET PER MINUTE, EXCEPT AS NOTED OTHERWISE IN THIS DOCUMENT.
E. THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE MEASUREMENTS TO
PROVIDE LOCATIONS OF FEATURES IN THE SEWER AND THESE FOOTAGE MEASUREMENTS SHALL BE
DISPLAYED AND DOCUMENTED ON THE VIDEO. ALL PACP OBSERVATIONS SHALL BE IDENTIFIED BY AUDIO
AND ON A PACP LOG. ALL VIDEO MUST BE CONTINUOUSLY METERED FROM MANHOLE TO MANHOLE. ALL
VIDEO RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO "PAUSING" OF THE
VIDEO RECORDING DURING EACH PIPELINE INSPECTION. THE PIPE SHALL BE CLEANED PRIOR TO COW
INSPECTION TO ENSURE ALL DEFECTS, FEATURES AND OBSERVATIONS ARE SEEN AND LOGGED.
S
De/iverinN Reliability
5106-SA
,_2.�
a'
r 3'-S
1
SE-
/r
-rr
11
ILT
II II
II II II
�'�
�
F
ISO
=
II II
+
F
A
11
II II
A
4
II II
miaP s..xan
PLAN WEW
Aua mA.I.t. Controntor to Grout a"rn.z nu AroundCadong,
9 Plo®.
Not Soon
INDIET PIP- Foot
Add Sorrol Con F-OTTLET PIPE
By Pon. ffil fornpIng FAA
rPAdAr
all
do Dun I HE
fold, of
riddrunt
o E,,rh End 2 End;,v
IF
STINJETIN1, "28 D'E`
Coml"L Strength .- 7000 .I SECTION AA
2. Robot M 5G
1
NEEOE].WINERAT
looding For underground Prourst Connote
n
NOTES
Count Pon So.
SCALE:1/2' Ed VTO'
136.1 0 nm.2au OMMM, Pooll ME.
opauburn.com
IL WATER SEPARATOR
MANHOLE FRAME AND COVER
6' SEE STD. PLAN am
24""-� ADJUSTMENT RINGS (2' MIN.)
12" MAX. SEE NOTE 6
MORTAR JOINi(5) (3/8' MIN.)
SEE NOTE 5
D CONE (ECCENTRIC)
RUBBER SPLENETIC JOINTS IN
ACCORDANCE NTH 1ASTM C-443
STEPS -POLYPROPYLENE STEPS
6-1 /2"
SHALL BE
7' MIN.
.Ar
CONCRETE RISER BY PIPE INC.,
OR APPR04ED EQUAL.
L ,
12 (TYP) LPDDER-POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE 92E - 'E'
CONCRETE SHELF
19>
PRECAST BASE SECTION
OR CAST IN SHELF.
-NOT TO SCALE•'
NOTES:
I. STEPS i0 BE PWYPRWYlENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER 5TL1. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL .NXNIS BETWEEN THE CONE RISEN RINGS BRICKS AND CASTING SHALL BE GROUTED.6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED AM COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR Qdly BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND, T9F IISF OF SHIMS I[I1PR�jJj{�(jlfll F]]J.
]. SANITARY SEM£fl MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING.
COATED (SEALED) INTI A HIGH 50L105 URETHANE COATING; MAKER MC-MOSHIEID OR
APPROVED EQUAL; COLOR OF COALING SHALL BE WHI@.
B. RUBBER GABKEIEO JOINTS SHALL BE IN CONFORMANCE N11N ASM C-443.
9. CHANNEL HEIGHT SHALL RE A MINIMUM OF 3/6 OF THE INSIDE DIAMETER OF TIE LARGEST PIPE.
Ill. CONNECTIONS N MANHOLE SHALL BE MADE USING GPH ADAPTOR. KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS. MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS i0 MATCH PANNG.
STD. PLAN - 100.1
8PUBLIC WORKS STANDARD SANITARY MANHOLE
+`�� + DEPARTMENT
J 3EPTEMBER 2011
46" MH
4B'
6' MIN.
s'MIN
24° MIN.
21° I.D.
54' MH
54'
B' MIN.
5.5' MIN.
24° MIN.
24' I.D.
fi0' MH
60"
6' MIN.
6" MIN.
42" MIN.
IT I.D.
TT
STANDARD SANITARY MANHOLE
9. JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE AND RECORDING,
WATER (CONTAINING DYE) SHALL BE INTRODUCED INTO THE UPSTREAM MANHOLE OF EACH PIPE SEGMENT
UNTIL IT IS OBSERVED AND RECORDED FLOWING PAST THE CAMERA'S FIELD OF VISION IN ITS ENTIRETY.
10. THE CCN CAMERA SHALL HAVE AWATER-LEVEL MEASURING DEVICE (BALL, CYLINDER, ETC.) ATTACHED
THAT HAS 3" MARKINGS TO SHAL THE DEPTH OF WATER IN THE PIPE DURING CCN INSPECTION.
11. ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO COW INSPECTION
12. PER CITY OF RENTON SPECIFICATION 7-06.3(2)B, SEWER AND STORM DRAIN PIPELINE SHALL HAVE NO MORE
THAN j' OF PONDING TO BE CONSIDERED ACCEPTABLE.
O
Know what's below.
C811 before you
DATUM
SUBMITTED, IN PART, BY OTXERS. WHILE THIS INFORMATION IS BEOLIREVEO i0
BE RELIABLE PNBL I6 HOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WNICX MAY HAVE BEEN INCORPORATED IMO THIS DOCUMENT ACT
RESULT.LV A RESULT. THOSE RELYING ON THIS RECORD DOMENi ME ADVISED TO
OBTAIN INDEPENDENT VERIFICATION OF RBALCVRALV BEFORE APPLYING IT
FORANV PVRPOBE
� ML
ML
S-K
��
SPACE C01°"¢ '
N0.
REVISION
BY
DATE
APPR
�•N
CITY OF
' RENTON
Planning/Building/Public Works Dept.
PERMIT#
BDLTHDLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586mm)
OIR BC. (SEE BETRIU
SEWER
COVER &FRAME
PLAN VIEW
2s' DIA.
[635nn11'
3/4' � [25mN
[19mm] JIJI.
B 3H' 2 1/2'
[222mn] [64nn]
TYP
COVER SECTION VIEW
COVER BOTTOM VIEW
(3F ) ITT SNC, (ALLEN HEAD)
s/e•-u x is IS
RUBBER WASHER
EON BOLTING DETAIL
010130
[641nn] 1 1/16' 1/4' 1
L6mm]
1/4' (SEE) DIA
[2]nn1
[2)nn]
NEOPRENE 6AS1(Ei
6'
[3nnl
[152nn]
1/6'
]
23 3/8' DIA CL OPEN !R3 n
1594nnl GASKET GROOVE DETAIL
27 5/I6' DIA
OA
Lab]nnl - NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL DE Loclar9c uo PER EAST
JORDAN IRON WORKS INC. No. 3]1]C1 OR EQUAL
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
PRIVATE MANHOLE FRAME AND COVER
04)
- / �!G/AAC✓ TACO MA S EATTL E
�oA, aAd}�488�®� 4 S PO KAN E TRI-CITIES
4BaarONA4 eG1 2275 North 30ih Street, Suite 300 Tacoma, WA 98403
Ofi
/y/zO1/ 253.383.2422 TEL 253.383.2572 FAx WxW.ahhl.mm WEB
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WALKER MAZDA DEALERSHIP
AS-BUILTS
AHBL JOB #2180100.11
SEWER NOTES AND DETAILS
C3.3
7
U
N
N
O
0
0
T
S-406703