HomeMy WebLinkAboutWWP273712 (8)�� Insituform
an A E G 10 Kom pany
Road Construction Northwest, Inc.
City of Renton, WA
Contract# CAG-15-118 Reline/Upsize
Project No. 202233
Pre & Post
CCTV Inspection Reports
Media 01
(&)/nsituform- video Table of Contents
AnAegivn'Cotnpany
Project Number 202233
Road Construction Northwest, Inc. - City of Renton, WA
Video Package 1
Manhole
Inspect Type
Up Stream
Down Stream
Diameter
Length
Pipe / Material Type
PRE
1968
1968A
24.000
172
VCP
POST
1968
1968A
24.000
172
CIPP
PRE
1968A
1967
24.000
282
VCP
POST
1968A
1967
24.000
282
CIPP
PRE
1967
2019
24.000
205
VCP
POST
1967
2019
24.000
205
CIPP
Segments
Install Length
Description
Media Totals
3
659
Media Number 01
Package Totals
3
659
Package 1
Media Number 01
Surveyors name Certificate Number
S rstem Owner Survev Customer
Drainage Area
Sheet
A. Clary U-613-47562
I City of Renton. WA I Road Const. Northwest Inc.
I I
1 1
P/O No. Pipeline Segment Reference
Date Time Location Street Name and number
Localit
202233 001-001
20160824 09054th Ave
I I Renton WA
Further Location details
Upstream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
1968�
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
——
Direction Flow Control Hei ht
1968A
� � II Sanitary
U pstream I—�
24
Width Sha a Material Ln. Method PiDe Joint Len th Total Len th Length Surve ed Year Laid Year Rehabilitated
0 Circular VCP 172 170.1 0
Ta e / Media Number
01
Purpose Sewer Cate o Pre-Cleaninq
Cleaned Weather Additional Information
D Jettin-1
1 D
Distance
(Feet)
Code.
Continuous ,
defect
Value
Joint
Circumferential
Location
Image Ref.
'Grade
Struct:
O&M
'Grade'
.
Remarks_
Group/
Descriptor
Modifier/
severityS/M/L'
Inches
o /o
At-/
From
To
1st 2nd
0.0 AMH Starting Manhole: 1968A
0.0 MWL 0
170.1 AMH 1968
Structural
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Overall
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202233 001-001 1968 1968A Pre -Rehabilitation
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(6)
Insituform
Upstream MH: 1968
Surveyor's Name: A. Clary
System Owner: City of Renton, WA
Drainage Area:
City: Renton, WA
Pipe Segment Ref.: 001-001
Sewer Use: Sanitary
Flow Control:
Material: Vitrified Clay Pipe
Media Number: 01
W
r
Pre -Cleaning: Jetting
Date: 20160824
Time: 09.05
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
�tg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
170.1 AMH Access Point - Manhole
Downstream MH: 1968A
Certificate Number: U-613-47562
Survey Customer: Road Const. Northwest,
Inc.
Purchase Order #: 202233
Street Address: 4th Ave
Location Details:
Direction: Upstream
Shape: Circular
Ln. Method:
Purpose: Pre -Rehabilitation
S u rvey
Weather: Dry
Height: 24 Measurements: U/D
Width: Rim to Invert: /
Joint Length: Grade to Invert: /
Total Length: 172 Rim to Grade: /
Len. Surveyed: 170.1 Sewer Category:
Position Comment
Starting Manhole: 1968A
1968
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Surveyors name
Certificate Number
System Owner Survey Customer
Drainage Area
Sheet
A. Clary
U-613-47562
I F—City of Renton WA Road Const. Northwest Inc
I
I I 1
P/O No. Pi eline Segment Reference
Date Time Location Street Name and number
Locality
202233 r001-001
20160824 20:51 N 4th St
Renton WA
Further Location details
Upstream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
1968
_l
Downstream Manhole Number
Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
1968A
I I
I I I I I Sanita
Upstream
1 24
Width Sha a
Circular
Material Ln. Method Pipe Joint Len th Total Length Len th Surve ed Year Laid Year Rehabilitated
VCP CP j 1 1172 168.2__1 0 2016
Tape / Media Number
01
Purpose Sewer Category Pre -Cleaning
C No Pre-
Cleaning
Cleaned Weather Additional Information
Dry
Code
Value
Circumferential
.Distance
Continuous
Joint
Location
-
Image Ref.
Struct.
O&M.
:Group/ .
Modifier/
-
Inches
At,/
(Feet)
defect
Grade
.Grade
De"scri tor.
. _ . P
severit
_ -y
S/M/L'
U
/o
-
From
To
Remarks
1,st.:;._2nd
0.0 AMH Starting Manhole: 1968A
0.0 MWL 0
168.2 AMH 1968
.Structural'.
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(9)
,Insituforrri
Upstream MH: 1968
Surveyor's Name: A. Clary
System Owner: City of Renton, WA
Drainage Area:
City: Renton, WA
Pipe Segment Ref.: 001-001
Sewer Use: Sanitary
Flow Control:
Material: Vitrified Clay Pipe
Media Number: 01
0
I
v
Pre -Cleaning: No Pre -Cleaning
Date: 20160824
Time: 20:51
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
-tg. Loae uescription
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
8.2 AMH Access Point - Manhole
Downstream MH: 1968A
Certificate Number: U-613-47562
Survey Customer: Road Const. Northwest,
Inc.
Purchase Order #: 202233
Street Address: N 4th St
Location Details:
Direction: Upstream
Shape: Circular
Ln. Method: Cured in Place
Purpose: Post Rehabilitation
Survey
Weather: Dry
Height:24 Measurements:
U/D
Width: Rim to Invert:
/
Joint Length: Grade to Invert:
/
Total Length: 172 Rim to Grade:
/
Len. Surveyed: 168.2 Sewer Category:
Position Comment
Starting Manhole: 1968A
1968
Generated on Thursday, 9/8/2016 at 08:51 AM by the PipeTech® TV inspection system.
Nqs o
Surveyors name Certificate Number
System Owner
Survey Customer Draina a Area
Sheet
A. Clary U-613-47562
P/O No. Pipeline Segment Reference
202233 001-002 —�
Cif of Renton WA
Date Time
120160824 ___1 F0824
Road Const. Northwest Inc.
Location Street Name and number Localit
4th Ave Renton WA
I I -�
Further Location details
Upstream Manhole Number Rim to Invert Grade to Invert
Rim to Grade
1968A
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to
Grade Use of Sewer Direction Flow Control Hei ht
1967
Downstream
24
Width Sha a Material Ln. Method Pine Joint Len th Total Len th Len th Surve ed Year Laid Year Rehabilitated
0 Circular VCP 0 282 282 1
Tape / Media Number
101
Purpose Sewer Category Pre-Cleanin
Cleaned Weather
Additional Information
D JettinI
I I Dry
-Distance
(Feet)
Code
continuous
defect
Value
Joint
Circumferential
Location
Image Ref.
Sttuct.
Grade'
O&M
Grade
Group/
Modifier/
Inches-
At /
Descriptor
severity
S/M/L
1 st' .. •. 2nd
o
�o
From
To
Remarks
0.0
AMH
Starting Manhole: 1967
0.0
MWL
0
21.1
TF C
6
9
23.7
TF C
6
3
172.0
TF
6
3
255.4
TF
6
1
282.0
AMH
1968A
Structural
O & M
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202233 001-002 1968A 1967 Pre -Rehabilitation
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(6)
lnsituform
Upstream MH: 1968A
Surveyor's Name: A. Clary
System Owner: City of Renton, WA
Drainage Area:
City: Renton, WA
Pipe Segment Ref.: 001-002
Sewer Use: Sanitary
Flow Control:
Material: Vitrified Clay Pipe
Media Number: 01
Pre -Cleaning: Jetting
Date: 20160824
Time: 08:24
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
�tg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
1.1 TFC Tap, Factory Made: Capped
3.7 TFC Tap, Factory Made: Capped
2.0 TF Tap, Factory Made
5.4 TF Tap, Factory Made
2.0 AMH Access Point- Manhole
Downstream MH:
1967
Certificate Number:
U-613-47562
Survey Customer:
Road Const. Northwest,
Inc.
Purchase Order #:
202233
Street Address:
4th Ave
Location Details:
Direction:
Downstream
Shape:
Circular
Ln. Method:
Purpose:
Pre -Rehabilitation
Survey
Weather:
Dry
Height:24
Measurements:
U/D
Width:
Rim to Invert:
/
Joint Length:
Grade to Invert:
/
Total Length: 282
Rim to Grade:
/
Len. Surveyed: 282 Sewer Category:
Position Comment
Starting Manhole: 1967
9
3
3
i
1968A
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Ngs�o
Surveyors name
Certificate Number
System Owner Surve Customer
Drainage Area Sheet
A. ClaryU-613-47562
Cityof Renton WA Road COnst. Northwest Inc.-�
P/O No. Pipeline Segment Reference
Date Time Location Street Name and number
Localitv
202233 001-002
20160824 17:55 N 4th St
Renton WA
Further Location details
Upstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade
1968A I I
I I - I
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Hei ht
1967
1 1-�1
1 1 1 Sanitary
Upstream D 24
Width Sha a
Material Ln. Method Pipe Joint Length Total Len th Length Surve red Year Laid Year Rehabilitated Tape / Media Number
0 Circular
VCP CID282
281.1
2016 01
Pur ose Sewer Category Pre-Cleaninq
Cleaned Weather Additional Information
C
No Pre-
I = I Dry
Cleaning
Code.
Value
Circumferential
Distance.
Continuous
Location
Struct
'08tM
(Feet)
detect
Joint
;Ima a Ref:
g
Grade
Grade
Group/
Modifier/
Inches
At/,
'Descriptor
severity
S/M/L
o
✓o
From .
To.
Remarks
1st 2nd
0.0
AMH
Starting Manhole: 1967
0.0
MWL
0
170.0
TB A 6
2
Open
253.6
TB A 6
2
Open
281.1
AMH
1968A
Structural
O & M
Overall
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202233 001-002 1968A 1967 Post Rehabilitation
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(6)
lnsituform
Upstream MH: 1968A
Downstream MH:
1967
Surveyor's Name: A. Clary
Certificate Number:
U-613-47562
System Owner: City of Renton, WA
Survey Customer:
Road Const. Northwest,
Inc.
Drainage Area:
Purchase Order #:
202233
City: Renton, WA
Street Address:
N 4th St
Pipe Segment Ref.: 001-002
Location Details:
Sewer Use: Sanitary
Direction:
Upstream
Flow Control: De -Watered using Jetter
Shape:
Circular
Material: Vitrified Clay Pipe
Ln. Method:
Cured in Place
Media Number: 01
Purpose:
Post Rehabilitation
u
Pre -Cleaning: No Pre -Cleaning
Date: 20160824
Time: 17:55
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
Ctg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
'0.0 TBA Tap, Break-in / Hammer: Active
3.6 TBA Tap, Break-in / Hammer: Active
1.1 AMH Access Point- Manhole
Su rvey
Weather: Dry
Height:24
Measurements: U/D
Width:
Rim to Invert: /
Joint Length:
Grade to Invert: /
Total Length: 282
Rim to Grade: /
Len. Surveyed: 281.1
Sewer Category:
Position Comment
Starting Manhole: 1967
2 Open
2 Open
1968A
Generated on Thursday, 9/8/2016 at 08:51 AM by the PipeTech® TV inspection system.
NAsI
Surveyors name Certificate Number
System Owner
1
Survey Customer Drainage Area
Sheet
A. Cla U-613-47562
FCitv of Renton WA
Road Const. Northwest. Inc. ---1
1
P/O No. Pipeline Segment Reference
Date Time
Location Street Name and number Locali
202233 001-003
20160824 07:52
4th Ave — Renton WA
Further Location details
U stream Manhole Number Rim t�nvert Grade to Invert
Rim to Grade
Street
1967
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to
Grade Use of Sewer Direction Flow Control Height
2019 1 1
7 1 1
1 1 Sanitary24 ] Upstream
Width Sha a Material Ln. Method Pipe Joint Len th Total Length Length Surveyed Year Laid Year Rehabilitated
0 CircularI VCP 0 1 1 1205 1 1201.7
Tape / Media Number
01
Purpose Sewer Cateciory Pre-Cleaninq
Cleaned Weather
Additional Information
D I I Jetting
1 1 Dry
1
'Distance
(Feet) ".
,Code
_
'Continuous,,
derecr
Value
Joint
Circumferential
Location
Image'Ref•
Struct.'
Grade
O&M
Grade.:
Group/,
Modifier/
Inches
At/
'Descriptor
- -
severity _;
S/M/,,L,.
1'st 2nd
From,
To
Remarks
0.0 AMH Starting Manhole: 2019
0.0 MWL 0
201.7 AMH 1967
Structural:
0 ;& M '.
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202233 001-003 1967 2019 Pre -Rehabilitation S
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(9)
►nsitufarni
Upstream MH: 1967
Surveyor's Name: A. Clary
System Owner: City of Renton, WA
Drainage Area:
City: Renton, WA
Pipe Segment Ref.: 001-003
Sewer Use: Sanitary
Flow Control:
Material: Vitrified Clay Pipe
Media Number: 01
v�
I
Pre -Cleaning: Jetting
Date: 20160824
Time: 07:52
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
�Lg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
1.7 AMH Access Point- Manhole
Downstream MH: 2019
Certificate Number: U-613-47562
Survey Customer: Road Const. Northwest,
Inc.
Purchase Order #: 202233
Street Address: 4th Ave
Location Details: Street
Direction: Upstream
Shape: Circular
Ln. Method:
Purpose: Pre -Rehabilitation
Survey
Weather: Dry
Height:24
Measurements: U/D
Width:
Rim to Invert: /
Joint Length:
Grade to Invert: /
Total Length: 205
Rim to Grade: /
Len. Surveyed: 201.7
Sewer Category:
Position Comment
Starting Manhole: 2019
1967
Generated on Thursday, 9/8/2016 at 08:51 AM by the PipeTech® TV inspection system.
Surveyors name
Certificate Number
System Owner Survey Customer
Drainage Area
Sheet
A. Clary
U-613-47562
City of Renton [Road ad Const. Northwest Inc.
1
P/O No. Pipeline Se ment Reference
Date Time Location (Street Name and number)
Localit
202233 001-003
1
120160824 20:57 N 4th St
—� Renton WA
Further Location details
Upstream Manhole Number Rim t� o Invert
GGr de to Invert
Rim to Grade
1967
Downstream Manhole Number Rim to Invert
Grade to Invert _ Rim to Grade Use of Sewer
Direction Flow Control He'clht
2019--—
Sanitary
Downstream
24
Width Sha a
0 CircularI
Material Ln. Method Pipe Joint Len th Total Len_q th Len th Surve ed Year Laid Year Rehabilitated
VCP CID I 1 1205 197.9 1 2016 1
Tape / Media Number
11
Pur ose Sewer Category Pre-Cleanin_q
C No Pre-
Cleaning
Cleaned Weather Additional Information
I I I Dry
-Distance
(Feet)
Code
Continuous
detect
Value
joint
I
Circumferential
Location.
Image Ref:
9
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O&M
Grade
_
-
Remarks.
Group/
-Descriptor -..
Modifier/
severity
S/M/L
Inches
a
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At /,
From
To
- 1 st .. .2nd. ',
0.0 AMH Starting Manhole: 1967
0.0 MWL 0
197.9 AMH 2O19
Structural
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202233 001-003 1967 2019 Post Rehabilitation S
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Generated on Thursday, 9/8/2016 at 08:51 AM by the PipeTech® TV inspection system.
(6) ►ns tufar,n
Upstream MH: 1967
Surveyor's Name: A. Clary
System Owner: City of Renton, WA
Drainage Area:
City: Renton, WA
Pipe Segment Ref.: 001-003
Sewer Use: Sanitary
Flow Control:
Material: Vitrified Clay Pipe
Media Number: 01
lap
v
1
Pre -Cleaning: No Pre -Cleaning
Date: 20160824
Time: 20:57
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
Ctg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
7.9 AMH Access Point- Manhole
Downstream MH: 2019
Certificate Number: U-613-47562
Survey Customer: Road Const. Northwest,
Inc.
Purchase Order #: 202233
Street Address: N 4th St
Location Details:
Direction: Downstream
Shape: Circular
Ln. Method: Cured in Place
Purpose: Post Rehabilitation
Survey
Weather: Dry
Height:24 Measurements:
U/D
Width: Rim to Invert:
/
Joint Length: Grade to Invert:
/
Total Length: 205 Rim to Grade:
/
Len. Surveyed: 197.9 Sewer Category:
Position Comment
Starting Manhole: 1967
2019
Generated on Thursday, 9/8/2016 at 08:51 AM by the PipeTech® TV inspection system.