Vista City Council
May 13, 2025

Project Manager, Superintendent, Foreman, etc.) that will be assigned to this Project and provide references in the format presented in said appendices (see list of Appendices in Table of Contents on

Project and be present while work is being performed.

Should CIPP be utilized, the past system would encompass the proposed resin and felt combination.

Within ten (10) Working Days of the bid opening, the assumed Contractor (apparent low bidder) shall submit contractual required documentation of 500,000 linear feet of successful wastewater collection system installations in the U.S. of th e proposed rehabilitation system to satisfy the contractual requirement of the products commercial viability and Contractor’s capability (see appendices (see list of Appendices in Table of Contents on Page 2) for the required format for this submittal).

Within thirty (30) calendar days after Project Aw ard, the Contractor shall submit to the Agency Design Calculations for the pipe liner for approval . The Design Calculations shall be in accordance with ASTM F1216, Appendix X1 for fully deteriorated pipe. The pipe liner shall be designed to support hydraulic, soil, and live loads based on a minimum ten foot (10') burial depth to top of pipe and highway loading per AASHTO. If local conditions impose greater loads, the greater loads shall be used. Local conditions may include depth greater than ten feet (10’), railroad loading, groundwater or other loadings.

Prior to rehabilitation, the Contractor shall submit drawings of construction details and all other submittals per Subsection 3-8 (“Submittals.”). The shop drawings shall include the location, method of rehabilitation and when applicable, any by-pass locations with sufficient detail to assure that the work can be accomplished without any sewage spill.

At each repair location, at least two (2) Working Days prior to commencing the rehabilitation work, the Contractor shall submit written verification the sewer pipe sections to be rehabilitated are free of obstructions, debris and is suitable for performing the pipe liner restoration repairs.

500-3 CLEANING AND PR ELIMINARY INSPECTION.

500-3.2.2 Closed Circuit Televisi on (CCTV) System Equipment.

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Delete this subsection in its entirety and replace with the following:

The camera source image shall provide a high re solution video with minimum thirty (30) frames per second producing a continuously-monitored high-q uality picture, capable of discerning all major and minor operational and structural defects in the pipelines.

The minimum video bit rate shall be 4.7 Mega bits per second (Mbps) and minimum audio bit rate shall be 128 Kilo bits per second (Kbps).

Video equipment shall include a multi-angle camera capable of spanning 360-degrees circumference and 270-degrees on horizontal axis.

Video inspection shall be performed utilizing one of the following video camera systems:

1. Remote-focus stationary lens cameras;

2. Rotating-lens cameras; or

3. Pan-and-tilt cameras

The video camera shall be mounted on a skid, floatable raft system, or transporter based on the conditions of the pipeline to be recorded. The radial view camera shall be solid-state color and have remote control of the rotational lens. The camera shall be capable of viewing the complete circumference of the pipe and junction structure e.g., manhole. Cameras using mirrors or exposed rotating heads are not acceptable.

The camera shall be operative in 100 percent humidity conditions.

Camera lens shall not be less than 140 degree viewing angle.

Focal distance shall be remotely adjustable through range of six inches (6”) to infinity (∞).

The remote-reading footage counter shall be accurate to less than one percent (1%) error over the length of the particular section of pipeline being i n s p e c t e d . T h i s d i s t a n c e i s m e a s u r e d f r o m t h e centerline of the junctions (e.g., manhole to the centerline of the next manhole).

The camera height shall be adjusted such that th e camera lens is always centered in the pipe being inspected. The equipment shall display on the monitor the distance of the camera from the centerline of the starting manhole. Unless otherwise approved by the Engineer, footage measurements shall begin at the centerline of the upstream manhole.

Lighting and camera quality shall produce a clear, in-focus picture of the entire periphery of the pipe for a minimum distance of 6’. Lighting shal l be remote-controlled and adjusted to minimize reflective glare and to avoid any dark or shadowy regions appearing on the video file.

The video camera and monitor shall be capable of registering a minimum of four hundred (400) vertical lines and four hundred sixty (460) horizontal lines resolution and be a clear, stable image with no interference.

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The video portion of the digital recording shall be free of electrical interference and shall produce a clear and stable image. The audio portion shall be sufficiently free of background and electrical noise providing an oral report that is clear and discernible.

For pipes smaller than six inches in diameter (6”Ø ), the Contractor shall use portable long range pan and tilt push cameras with a motorized wheel to push the probe for one hundred eighty (180’) or more feet down the pipes (e.g., laterals).

The Contractor shall provide a camera, capable of extended video recording lengths and operation in remotely accessed areas without direct vehicular access.

500-3.3 Cleaning

Add the following paragraphs to this subsection:

Should hazardous waste material be encountered, the Contractor shall be responsible for developing a health and safety plan for the handling and disposal of hazardous waste. Any hazardous waste material encountered during the Project shall be placed on eight (8) mil plastic sheets and covered with eight (8) mil plastic sheets. The Contractor shall protect any hazardous waste from contaminating the area due to any surface runoff and / or precipitation. The Contractor shall dispose of the waste at a landfill approved by the Agency . If temporary stockpiling of hazardous waste is allowed by the Engineer, the Contractor shall contain the waste in a fenced area that is inaccessible to the general public.

The Contractor shall examine the site conditions to determine if pipeline re-cleaning may be necessary immediately prior to pipeline rehabilitation. Site conditions include, but are not limited to size of pipe, type of pipe, age and conditions of pipe, grade, flow conditions, weather conditions, locations and number of feeder lines connecting to the line to be rehabilitated, and the type of rehabilitation method chosen are all important considerations for determining the maximum allowable time lapse between line cleaning and line rehabilitation.

500-3.4 Closed Circuit Tele vision (CCTV) Inspection.

Delete this subsection in its entirety and replace with the following:

Work under this section shall consist of investigation of pipelines by use of digital closed circuit color video recording to determine condition of lines following cleaning, rehabilitation, and installation of gravity pipelines (when required).

The Contractor in coordination with the Engineer shall video record pipelines to:

1. locate existing laterals,

2. confirm no flow in existing mains prior to abandonment,

3. assess the conditions of the existing pipe segm ents and laterals after the cleaning process and prior to commencing rehab work, and

4. accept the newly installed or rehabilitated pipelines.

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Video inspection shall show with high resolution operational and structural defects (e.g., inflows, sags, offset joints, cracks, roughness, “fins” or folds in the pipelines, complete with audio commentary and inspection log).

The Engineer shall be notified a minimum of two (2) Working Days in advance of video inspecting.

Video inspection shall be performed one pipe reach (e.g., manhole to manhole) at a time.

The Contractor shall video inspect the pipeline with maximum flow diverted from the pipeline. The pipe reach being inspected shall be isolated from the remainder of the pipelines with the upstream sewage flow bypassed. In the event that the existi ng flow is interfering with the video operation, a bypass shall be performed by the Contractor to lower the flow volume sufficiently to allow for a clear video picture. Sufficient water shall be supplied to the isolated section to cause drainage reaching the downstream manhole prior to video inspecting. If existing flows are high, pre-construction video inspection can be done with partial flow. Depth of the flow shall not exceed:

1. Pipes 6" - 10": 20% of the pipe diameter.

2. Pipes 12" - 24": 25% of the pipe diameter.

3. Pipes 27" and up: 30% of the pipe diameter.

The camera shall be moved through the pipeline in a downstream direction at a uniform rate by means of power cable winches or self-propelled tractors at each manhole, stopping and rotating the camera head at each lateral connection, defect, or both to allow for adequate evaluation. The Contractor shall stop when necessary to ensure proper documentation of the pipe condition, but in no case shall the camera be pulled at a speed greater than thirty feet (30’) per minute. A clear picture shall be provided looking into each service connection. Both pre- and post-video inspections shall be submitted to the Engineer.

Measurement for location of defects shall be ab ove ground by means of a measuring device.

Footages shown in the digital files shall coincide wi th horizontal lengths from stationing as shown on the Plans. Footage measurements shall begin at the centerline of the upstream manhole or storm drain access point, unless permission is given by the Engineer to do otherwise.

The Contractor shall clean the sewer mains or storm drains prior to video inspecting as necessary to adequately perform the video recording operations. If the camera will not pass through the entire pipeline section, the Contractor shall reset the equipment at the downstream manhole and attempt to inspect the section of pipe from the opposite direction. If the camera fails to pass through the entire section, it shall be assumed that an obstruction exis ts. Efforts to video record that section of pipe shall be temporarily suspended and the Contractor shall notify the Engineer. Upon removal of the obstruction, the Contractor shall complete the inspection.

If an obstruction is encountered during the post-construction video inspection, the Contractor shall remove the obstruction by excavation, repair, or other means approved by the Engineer at the Contractor’s expense, in order that video inspection may continue.

The system used to move the camera through the pipe shall not obstruct the camera’s view. The Contractor shall calibrate the measuring device each day with a known distance to the satisfaction of the Engineer prior to starting the inspection and video recording process. 05/13/2025
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The Contractor shall obtain the Engineer’s approval for any additional point repairs.

See the Contract appendices (see list of Appendices in Table of Contents on Page 2) for additional requirements for video inspection deliverables.

500-3.4.2 Video Inspection Submittals.

Add the following new subsections:

500-3.4.2 Video Inspection Submittals. The Contractor shall make submittals during construction as applicable to the Project. Each video submittal shall be limited to twenty (20) segments. In the event that any deficiencies are discovered by the Engineer, either by the Contractor’s video inspection or the Engineer’s inspection, five (5) Working Days shall be allowed for the Engineer to judge whether the deficiencies or sags are repairable, in place. If the judgment is made that the deficiencies are non- repairable in place, the affected portion(s) shall be reconstructed at no cost to the Agency.

Existing Sewer Mains Proposed To Be Replaced - When video inspecting existing mains proposed to be replaced, the Contractor shall provide the video files and a red-lined set of Plans showing the location of the existing laterals to the Engineer before constructing the new sewer mains. Service lateral video inspection shall be submitted separately.

Post Cleaning Videos Prior To Rehabilitation Of Mains - The Contractor shall video record the pipe segments after the cleaning process has been completed and prior to commencing rehabilitation work.

If point repairs are necessary, the Contractor shall identify the location of the proposed point repairs and submit the post cleaning video within five (5) Working Days of completion of the segment cleaning and at least five (5) Working Days prior to commencing the rehab work to obtain prior approval by the Engineer. The Engineer will review each video subm ittal within ten (10) Working Days of receiving submittal. The post cleaning video for the remainder of the mainline segments shall be submitted.

Post Cleaning Videos For Rehabilitated Laterals Or Lateral Launch Videos - The Contractor shall video record the lateral segments after the cleaning process has been completed and prior to commencing any work on laterals. The post cleaning video for service lateral launch shall be submitted within 5 Working Days of segment cleaning. The En gineer will review each video submittal within 10 Working Days of receiving each submittal. Each submittal shall be limited to 20 segments. The video inspection shall include inspection of service latera l a minimum of 30’ in length from the mainline or up to the property line unless an obstruction is encountered.

Service Lateral Video - If the property line clean-outs are not known to exist, service lateral video may be obtained with camera equipment designed to launch into the service lateral from the mainline or access from the private property with homeowne r’s permission. Each service lateral shall be identified by the FSN of the mainline (when FSN are included in the Contract Documents) and the address of the property which it serves. Failure to comply with these specifications may result in one or more of the following:

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1. A delay of the review and approval of the submittal(s).

2. Delay in progress payments.

3. Require the Contractor to repeat video recording the pipelines at no cost to the City.

Final Video Inspection – New sewer mains or storm drains shall be video inspected and recorded not less than twenty-two (22) Working Days after completion of permanent trench restoration and finished grading, but prior to final resurfacing. The Contractor shall review the digital file for any discrepancies or deficiencies in the installation of the pipe or liner. The Contractor shall notify the Engineer at least thirty (30) Working Days in advance of the anticipated date that Acceptance will be requested. If the specified advance notice is not given, Acceptance and bond release may be delayed.

For sewer mains only: The Contractor shall first clean the line with high pressure water jetting equipment and a sewer ball, and then perform tests as specified by the Engineer. The Contractor shall provide for collection of debris from cleaning operation. The Contractor shall dispose of water into an existing sanitary sewer system or pump station.

For sewer mains only: The camera shall stop at each lateral connection, focus on the bottom of the opening and then make one slow clockwise observation around the perimeter of the lateral which clearly shows the quality of the connection. Then, th e camera shall focus on the center of the lateral opening for a minimum of fifteen (15) seconds be f o r e m o v i n g o n t o a l s o a d e q u a t e l y s h o w a n d document that the saddle has been installed properly for new installations and that the lateral opening has been reestablished for rehabilitation. Each lateral shall be identified by the address of a property which it serves. If the Contractor fails to properly show and document within the database any of the lateral openings, the Contractor will be required to repeat video recording that section of pipeline at no additional cost to the City.

Post-rehabilitation Videos - Post-rehabilitation videos shall be submitted within thirty (30) days of completion of the Work. The final video recording shall clearly show the condition of the liner with ends sealed at the manholes, service lateral and connection seals. The submittal of this final video recording shall also include MS Access database and marked up Field Book pages or Plans as attachments. Failure to deliver the submittal(s) with in the time identified or if a total of more than twenty (20) segments are submitted in a single video may result in one or more of the following:

1. A delay of the review and approval of the submittal(s).

2. Delay in progress payments.

500-3.4.3 Tolerances.

Add the following new subsections:

500-3.4.3 Tolerances. Tolerances encountered following inspection shall be addressed as follows:

1. For new underground sewer or storm drain conduit installations, the maximum operational tolerance for sag shall be one-half inch (1/2”). When video recorded inspection is used to check for sag, a calibrated one-quarter inch diameter (1/4”Ø) steel bar, mounted in front of the camera, shall be used to measure the depth of sag.
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2. For rehab work, tolerances shall be in accordance with Subsection 500-5.5.10 (“ Defect Tolerances.”)

3. If the Engineer determines that the deficiencies or sags are non-repairable in place, the affected portion(s) shall be reconstructed in accordance with Subsection 3-13 (“COMPLETION, ACCEPTANCE, AND WARRANTY.”)

500-3.4.4 Payment.

Add the following new subsections:

500-3.4.4 Payment. Cleaning and video inspecting pipelines and culverts shall be included in the various Bid items unless separate Bid items have been provided.

500-3.7 Payment.

Add the following paragraph to this subsection:

The external point repair work will be measured and paid for at the unit price bid per each external point repair. Measurement will be made at the pipe and will be based on the length of pipe repaired.

The Contractor will be paid for one (1) external point repair for each repair ten feet (10’) or less in length.

500-4 PIPELINE POINT REPA IR AND/OR REPLACEMENT.
500-4.1 General.

Delete the last two sentences of the first paragraph and the second paragraph and replace with the following paragraphs:

The Contractor shall be responsible for repairing the pipeline where external point repairs are deemed necessary from pre-televising inspection and as approved by the Agency.

External point repair work shall include, but not be limited to, locating the point repair through CCTV, locating all interfacing utilities, excavation, dewatering, pipe repairs or placement, backfilling, surface restoration, temporary flow bypassing, sewer dewatering, and traffic control.

If an excavated point repair would have too great an affect on vegetation (as identified by the Agency’s biologist), or if excavation is not possible due to existing walls, buildings, or other structures, the Contractor shall then perform the point repair from the interior of the pipe in accordance with SECTION 501 (“SERVICE LATERAL CONNECTION SEALING.” ) of these specifications. The Contractor shall televise the pipe prior to rehabilitation and submit to the Engineer their recommendation of, and plan for, internal point repairs.

500-4.8 Repair Methods.

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500-4.8 Repair Methods. One (1) or a combination of the following methods shall be used.

Methods selection shall be subject to approval by the Engineer prior to its installation.

A. Install full circle repair clamp as recommend ed by the manufacturer and approved by the Engineer. All metallic hardware shall be 316 stainless steel.

B. Install in accordance with manufacturer’s recommendations.

C. Remove defective pipe or fittings to the nearest joint or by cutting perpendicular to the pipe axis to leave a plain end. Prepare a replacement section of like pipe material or as otherwise approved by the Engineer. Make connections using standard joints, repair clamps, couplings, or heat-shrink sleeves.

500-5 LINING
500-5.1 General.

Add the following after the first paragraph in this subsection:

The Contractor shall perform tests on all rehabilitated facilities and submit test results for the review and approval of the Engineer. Pipe sections for sampling shall be produced by the restrained sample method at a location of convenient access, unless other methods are approved in writing by the Engineer. Pipe liner samples shall be prepared and physical properties tested in accordance with either ASTM F1216 or ASTM F1743. The flexural properties must meet or exceed the values listed in Table 1 of the applicable ASTM. Wall thickness of samples shall be determined as described in paragraph 8.1.6 of ASTM F1743. Visual inspection of the pipe liner shall be in accordance with ASTM F1743. Unless otherwise noted, no separate compensa tion will be paid for testing; the testing costs are to be included in the related pay items. If the work should fail to pass the tests, it is the Contractor’s responsibility to correct the work and re-test with no additional compensation to the Agency.

If, within the warranty period, any section of the sewer system is not acceptable due to subsequent excessive leakage or any other defects, although or iginally accepted, the Contractor shall repair or replace the affected portion at no cost to the Agency. It is understood that if the Contractor fails to do such work as required, the Surety shall be liable for said costs of repair or replacement.

All sewers rehabilitated method shall be tested for leakage in accordance with Subsection 306-7.8.2 (“Pressure Testing and Leakage Inspection.”).

500-5.5 Cured-In-Place Pipe (CIPP) Liner.
500-5.5.1 General.

Revise the first sentence in this subsection to read as follows:

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CIPP Liner for rehabilitation of pipelines shall use an approved vinyl-ester-resin-impregnated flexible tube installed by an inversion method us ing a hydrostatic head per ASTM F1216 or a pull in method per ASTM F1743.

Add the following sentence to the first paragraph:

The minimum thickness of flexible tube shall comply with ASTM F1216.

500-5.5.2 Material Composition and Testing.

Add the following to this subsection:

Vinyl-ester resin-impregnated CIPP Liner felt shall have the following minimum physical properties:

PROPERTY ASTM Test Method Minimum Physical Property (psi) Flexural Strength D 790 4,500
Flexural Modulus D 790 Initial: 250,000
Long Term: 125,000

The CIPP shall be designed as per ASTM F 1216, Appendix X1, with the following additional requirements:

The CIPP design shall assume no bonding to the original wall pipe.

External Hydrostatic Design - Acceptable third party testing and verification of the enhancement factor, K, (equation 1 - ASTM F 1216) shall be submitted by the manufacturer and / or liner product.

500-5.5.10 Defect Tolerances.

Add the following new subsection:

500-5.5.10 Defect Tolerances. During post installation video the new liner shall be examined to determine the existence of liner defects. Liner defects shall include but not be limited to fins, wrinkles, imperfections, areas of uncured resin, or areas of incomplete resin impregnation. A fin or wrinkle shall be defined as a defect when it penetrates inside the pipe more than quarter inch (0.25”) from the inside wall curvature of the new liner that is juxtaposed to the fin or wrinkle. A remedial repair and / or replacement action plan shall be submitted by the Contractor to the Agency for review and approval for ANY defect prior to any corrective action. Failure to obtain Agency’s approval of the corrective plan may result in rejection of the liner and replacement with a new liner or a new pipe (if required).

500-8 SERVICE CONNECTION RE-ESTABLISHMENT.

Delete the second paragraph in its entirety and replace with the following paragraphs:
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As part of the summary of work, the Work of this Contract includes the partial lining approximately eight to ten inches (8” – 10”) into the service connection pursuant to SECTION 501 (“SERVICE LATERAL CONNECTION SEALING”) in these specifications. It is the intent to line the pipe without excavation and to provide a permanent lateral sealing in newly relined mainline pipeline.

If the service connection is to be re-established by a remote control device, the Contractor shall have a fully operational backup device on site. After re-establishment, the reconnected service lateral shall be sealed to the liner. The Contractor shall seal the connection to the liner pipe by extending the liner pipe contiguously into the lateral a minimum of eight inches (8”). The Contractor shall have the Engineer onsite during the process to verify the completion of the work.

All costs associated with re-establishing and sealing, by open trench or service lateral connection (SLC), into the service connection shall be included in the unit price bid for service lateral connection and no additional payment shall be made.

SECTION 501 – SERVICE LATERAL CONNECTION SEALING

501-1 GENERAL.

Add the following after the second paragraph in this subsection:

The finished SLC product shall be fabricated from materials which when cured will be chemically resistant to withstand internal exposure to domestic sewage. All constituent materials will be suitable for service in the environment intended. The final product will not deteriorate, corrode, or lose structural strength that will reduce the projected product life.

The structural performance of the finished pipe must be adequate to accommodate all anticipated loads throughout its design life. No cured-in-place pipe rehabilitation technology will be allowed that requires bonding to the existing pipe for any part of its structural strength.

Design methods are to be derived from traditionally accepted pipe formula for various loading parameters and modes of failure. All equations will be modified to include ovality as a design parameter. The design method shall be submitted to the Engineer for approval prior to the Pre- Construction Meeting.

Modify Row 1 of Table 501-1 with the following:

Property

ASTM Test Method

Results (psi)
Flexural Stress

D790

4,500

501-6 INSPECTION, TESTING, AND REPAIR OF INSTALLED SLC SEALING SYSTEMS. 501-6.5 Repair.

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Add the following paragraphs to this subsection:

500-6.5 Repair. If, within the warranty period, the SLC seals installed in the sewer system are not acceptable due to leakage or any other defects, al though originally accepted, the Contractor shall repair or replace the affected portion at no cost to the Agency. It is understood that if the Contractor fails to do such work as required, the Contractor shall be responsible for said costs of repair or replacement.

501-6.6 Deviations.

Add the following new subsection:

501-6.6 Deviations. The Contractor shall submit a unit price proposal for the appropriate size and angle. The deterioration of service laterals is an ongoing process. Should pr e-inspection reveal that the SLC cannot be used, the Contractor, upon no tifying the Agency's representative, can dig and replace the lateral(s) or advise the Agency's representative it is inadvisable to rehabilitate.

501-8 PAYMENT.
501-8.1 Insitu Point Repairs.

Add the following new subsection:

501-8.1 Insitu Point Repairs. All costs associated with insitu point repairs shall be included in the bid price for insitu point repairs and paid for in accordance with Subsection 500-3.7(“Payment.”) of these Supplementary Special Provisions.

SECTION 502 - MANHOLE AND STRUCTURE REHABILITATION

502-4 Repair, Resurfacing and Active Infiltration.
502-4.1 General.

Add the following paragraphs to this subsection:

The Contractor shall remove the existing manhole steps, rechannel the manhole base to accommodate upsize, new and/or rehabilitated main s, and replace the existing manhole frame and cover with new per Subsection 206-3.3 (“Manufacturing and Finishing.”) and the Standard Drawings.

In addition, in unpaved areas, the top of manholes shall be raised eighteen inches (18”) above ground surface and covers shall be locked per standard drawing SDRSD No. M-4 (“MANHOLE COVER – LOCKING DEVICE.”). The covers shall be bolted to the grade ring with special 1" (across head) Apenta head bolts, type 5/8" thread (0.625" x 20 UNC thread), 12” long. Bolts to be class 304 stainless steel (see Appendices (see list of Appendices in Table of Contents on Page 2) for detailed drawings). NOTE:

Manhole covers shall say [CITY OF VISTA SEWER or BUENA SANITATION DISTRICT SEWER].

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If the method and type of materials for manhole rehabilitation are not designated on the plans or specifications, the Contractor shall also rehabilitate the manhole in accordance with Subsection 502-

4.3 (“Resurfacing.”).

502-8 PAYMENT.

Add the following paragraphs to this subsection:

The Contractor’s Contract Unit Price bid shall also include the removal of the existing manhole steps, rechanneling the manhole base, high pressure water blasting and cleaning, spark testing and repairs of the new interior manhole lining, and the removal and replacement of the existing manhole frame and covers. In addition, in unpaved areas, the Contract Unit Price bid shall include the raising of the top of manholes and installation of the manhole cover locks.

If the method and type of materials for manhole rehabilitation are not designated on the plans or specifications, the Contract Unit Price shall also include the rehabilitation of the manholes in accordance with Subsection 502-5 (“LINING SYSTEMS.”).

PART 6 – TEMPORARY TRAFFIC CONTROL

SECTION 600 – ACCESS

600-1 GENERAL.

Add the following paragraphs to this subsection:

The Contractor shall make every effort to keep driveways open during working hours. After hours all driveways shall be accessible with smooth and safe crossings through the construction.

In addition, two-directional traffic must be maintained at all times.

SECTION 601 – TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES

601-1 GENERAL.

Add the following paragraphs to this subsection:

The Contractor shall prepare and submit a traffic control, construction phasing, and detour plan for approval by the Agency, showing how traffic and access will be maintained during the work. 05/13/2025
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At least two (2) lanes of traffic, one in each direction, must be kept open during construction periods on all streets. The Contractor shall furnish, install and maintain all necessary and appropriate signing and striping for lane closures to accommodate the work zone.

Emergency vehicles shall be permitted to pass through the work area without delay at all times.

Work shall be performed in a portion of the street section while the remainder of the street section is kept open and unobstructed until the newly-constructed improvements are ready for use by traffic.

The Contractor shall phase the removal operations so as to maintain the specified traffic lanes on existing pavement until sufficient new pavement is constructed to accommodate the traffic requirements. A smooth, even surface and a condition satisfactory for traffic shall be maintained on the portion of street where the two-directional traffic is being maintained.

The Contractor shall cooperate with local authorities relative to handling local traffic and providing access to necessary services through the area an d shall make his own arrangements relative to keeping the working area clear of parked vehicles.

If temporary ‘No Parking’ zones are part of the approved Traffic Control Plan, the Contractor shall be responsible for furnishing and posting temporary ‘No Parking’ signs a minimum of forty-eight (48) hours in advance of work. Signs shall have the correct legend and any other necessary information such as hours of the day; days of the week; dates that the temporary ‘No Parking’ zone applies; and citation of the applicable section of the California Vehicle Code or the Vista Municipal Code. Signs shall be posted at one-hundred foot (100’) maximum intervals along the approved temporary ‘No Parking’ zone. Signs may be attached to existing sign and street light poles in the public right-of-way as approved in the Traffic Control Plan. When necessary to meet the spacing requirement or to ensure sign visibility, the Contractor shall furnish posts or barricades. The Contractor is responsible for the removal of all temporary “No Parking” signs and fast eners or tape used after the Work is completed on each street or alley.

The Contractor shall be responsible for furnishing and posting temporary ‘No Parking’ signs along all streets approved for closure. In addition to other requirements for temporary “No Parking” signs, “No Parking” signs for temporary road closures shall be posted at one-hundred foot (100’) maximum intervals on each side of the street to be closed, at all intersections, and ends of all cul-de-sac streets.

Implementation of traffic control devices per the approved Traffic Control Plan may not begin each workday before the hours specified on the approved Traffic Control Plan. In addition, construction work must be stopped before the end of the approved work period to allow sufficient time for all traffic control devices to be removed and for other devices and measures to be in place and operational as shown on the approved Traffic Control Plans within the specified time restrictions. The Contractor shall make adjustments to the construction staging and provide any required improvements or additional facilities, including temporary trench steel plate covers, temporary asphalt concrete pavement, barricades and delineators, and temporar y signing and striping, which are necessary to make the work site functional and safe at all times. Improvements and facilities necessary to make the work site functional and safe shall be submitted to the Agency’s Traffic engineer for approval as part of the Traffic Control Plan.

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Adequate drainage facilities shall be provided to maintain the traveled pavement surface in a condition free from ponding or running water. Water shall not be diverted from existing courses or allowed to pond on private property without the explicit permission, in writing, from the property owner.

Trenches in streets open to traffic shall be provided with temporary pavement surfacing, to maintain a smooth paved travel surface, if the street is not to be provided with permanent pavement surfacing within forty-eight (48) hours after pavement removal. Trench steel plate covers shall not be left in place longer than four (4) consecutive Working Days.

601-2 TEMPORARY TRAFFIC CONTROL PLAN (TCP).
601-2.1 General.

Add the following paragraphs to this subsection:

The Contractor shall be prepared to discuss the traffic control plan and issues related to traffic control and access at the Pre-Construction Meeting. The Contractor shall submit traffic control plans for approval per Subsection 3-8.4 (“Supporting Information.”) at least ten (10) Working Days prior to commencement of work. All phases of the traffic control plans shall be prepared by a California licensed Traffic Control Services Consultant (C31 Contractor’s License – Construction Zone traffic Control Contractor) or a California registered Civil or Traffic Engineer and performed in conformance to the requirements of the latest editions of the California Manual on Uniform Traffic Control Devices (CA MUTCD) for Streets and Highways, Caltrans Standard Specifications and Standard Plans, the Traffic Control Plans included in the latest edit ion of the San Diego Regional Standard Drawings (SDRSD), and the WATCH Manual (Work Area Traffi c Control Handbook). No work shall commence until this plan and each construction phase of the Work that significantly affects existing traffic operations has been reviewed and approved by the Engineer.

The Contractor’s Traffic Control Plan shall list the Working Days and Hours scheduled for each street and each phase of the work, as described in these Specifications.

The relocation and / or installation of traffic and / or parking signs and other directional signage, as required on the Plans, shall conform to the City of Vista Standards, the California Manual on Uniform Traffic Control Devices (CA MUTCD), Caltrans Standard Plans and Standard Specifications, San Diego Regional Standard Drawings (SDRSD), and all current ADA regulations All signs, including those to be relocated or replaced, need to have their new locations approved by the Traffic Engineering Division of the Engineering Department before placement. If not otherwise specified, the work required for Traffic Striping and Signing shall conform to these specifications and those in Section 314.

All signing, including “DETOUR AHEAD” signs and “OPEN DURING CONSTRUCTION” signs shall be proposed by the traffic control plan. The Engineer may direct alteration of the above sign messages and locations.

All traffic lanes shall have a minimum width of el even feet (11’) unless otherwise specified. In addition to the lane width specified herein, the Contractor shall maintain a clearance of two feet (2’) feet to curbs, barricades, and other vertical obstructions.

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155
It shall be the Contractor's responsibility to notify the appropriate utility companies listed in these Project Specifications and the other agencies listed below, at least two weeks in advance, when access to the public right-of-way is altered in any way. Notifications by the Contractor shall be in writing, with proof of receipt. Copies of each notification and proof of receipt shall be submitted to the Engineer.

UTILITY COMPANY / AGENCY PHONE NUMBER
City of Vista Fire Department (Business Office) 760-643-2801 San Diego County Sheriff’s Office (Non-emergency) 760-940-4551 EDCO Waste and Recycling Company (Customer Service) 760-727-1600 City of Vista Engineering In spection (24 hour answering machine)
760-639-6113
City of Vista Building Division 760-639-6105
City of Vista Building Inspection Request Line (24 hour answering machine)
760-639-6106
City of Vista Parks and Community Services 760-639-6151 North County Transit District (Monica Coria) 760-967-2851 Vista “Out and About” transit service 760-639-6161 x 1537 Vista Unified School District (Maintenance, Operations & Grounds)
760-726-2170 x 92702
United States Post Office (Vista, CA branch) 800-275-8777

601-2.2 Payment.

Add the following paragraph to this subsection:

Full compensation for (single or multi-phase) Traffic Control Plan and Construction Staging and furnishing Project traffic control, including the cost of all barricades, signs, all variable message signs, tools, equipment, incidentals, flagmen, providing notices, asphalt concrete and aggregate base for temporary resurfacing (and its removal), tempor ary conflicting traffic stripe application and grinded removal, trench steel plate cover installation and removal, and any other safety measures used for the control of traffic, any temporary rerouting of traffic or maintenance of access to properties during the Project construction period shall be paid for by the lump sum price bid as shown on the BID SCHEDULE and no additional compensation will be allowed.

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156

156

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Appendix A:

Standard Drawings
157

157
Appendix A:

Standard Drawings

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Appendix B:

City of Vista Encroachment Permit
158

158
Appendix B:

City of Vista Encroachment Permit

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Appendix C:

Agreement to Comply with California Labor
Law Requirements
159

159
Appendix C:

Agreement to Comply with California Labor
Law Requirements

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Appendix D:

Guideline for the Preparation of the “Sewage
Spill Prevention & Response Plan”
160

160
Appendix D:

Guideline for the Preparation of the “Sewage
Spill Prevention & Response Plan”

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Appendix E:
"Stormwater Management Permit” Application
161

161
Appendix E:

”Stormwater Management Permit” Application

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Appendix F:

Encina Wastewater Authority “Special Use
Discharge Permit” Application
162

162
Appendix F:

Encina Wastewater Authority “Special Use
Discharge Permit” Application

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Appendix G:

Site Access Maps
163

163
Appendix G:

Site Access Maps
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Appendix H:

Location of Hacienda Drive Liquid Disposal
Facility
164

164
Appendix H:

Location of Hacienda Drive Liquid Disposal
Facility
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Appendix |:
"Waste Management Plan Permit” Application
165

165
Appendix I:

”Waste Management Plan Permit” Application
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166
Appendix J:

Modified Standard Specification – Pressure
Grouting of Sewer Joints, Laterals and Lateral
Connections using the Packer Method with
Solution Grouts

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Appendix K:

Diurnal Flow Data
167

167
Appendix K:

Diurnal Flow Data
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CITY OF VISTA ENGINEERING DEPARTMENT

PROJECT PLANS FOR

VISTA SMALL DIAMETER SEWER REHABILITATION
PROJECT C.I.P. No. 8244

BUENA SMALL DIAMETER SEWER REHABILITATION
PROJECT C.I.P. No. 8317
VOLUME 2 OF 2
Dwg. No. 4722

FEBRUARY 2025

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0 05/13/2025
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1 PROJECT PLANS
for

VISTA SMALL DIAMETER SEWER REHABILITATION
(C.I.P. NO. 8244)
AND

BUENA SMALL DIAMETER REHABILITATION
(C.I.P. No. 8317)

CITY OF VISTA, CALIFORNIA

VOLUME 2 OF 2

Prepared in the

OFFICE OF THE CITY ENGINEER

CITY OF VISTA, CALIFORNIA

ENGINEERING DEPARTMENT

200 Civic Center Drive
Vista, CA 92084-6275

______________________________ ________________________ Greg Mayer, P.E. Date Signed
City Engineer

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No. Description Quantity Unit
Asset ID: B11095-B11096
No. DS Distance Position Type
1 2
3 4
3 Lining of 8" pipe (VCP) 160 LF
11 Re-establish active lateral connections 4 EA
12 Install lateral T-liner 2 EA
27 Cleaning and pre-video inspection 160 LF

15.9' 2:00 WYE

70.1' 10:00 BIC
139.0' 10:00 BIC
160.0' 12:00 WYE
MH NO. B11095
MH NO. B11096
1 11
2 11 12
311 12
411
EXIST 8" VCP SWR
PER D 5278 3 27
MONTE VISTA DR.

LA RUEDA RD.

DEPTH 7.1'
DEPTH 5.4'
CONSTRUCTION NOTES: SEWER PLUG AT B11095 TO BE REPLACED PER SEPARATE CONTRACT.

REPAIR WORK ON THIS PIPE SHOULD BE PERFORMED AT END OF SCHEDULE. 05/13/2025
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 37
City: Buena Drainage Area: B11 Upstream MH: B11095
Street: Private Road Media Label: Up Rim to Invert:

Location Code: C/W Flow Control: Downstream MH: B11096
Location Details: North End of Private Rd Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:569 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / B11096 00:00:06

0.00 MWL Water Level, 5% of the vertical dimension 00:00:12

0.00 MGO General Observation / MH IN GOOD CONDITION 00:00:29

5.99 MGO General Observation / SET TO 6 00:01:06

12.83 VC Vermin Cockroach 00:01:30 M1

15.86 TF Tap Factory Made at 2 o'clock, 4inch dim 00:01:48 B11095-B 11096_ed
3fdd7f-f32

25.70 FL Fracture Longitudinal at 12 o'clock 00:02:29 B11095-B 11096_c7b
ea205-e1e
S3

26.03 BSV Broken Soil Visible from 4 o'clock to 8 o'clock 00:02:55 B11095-B 11096_20
7b0ff7-f03
S5

26.43 B Broken from 8 o'clock to 4 o'clock 00:03:01 S5

30.10 CS Crack Spiral from 7 o'clock to 12 o'clock 00:03:21 B11095-B 11096_77
249d33-4f
S2

31.04 BVV Broken Void Visible from 7 o'clock to 8 o'clock 00:03:34 S5

31.07 B Broken from 8 o'clock to 7 o'clock 00:03:42 S5

34.88 FM Fracture Multiple from 12 o'clock to 12 o'clock 00:03:53 S4

39.39 S01 B Broken from 12 o'clock to 12 o'clock, Start 00:04:24

44.27 F01 B Broken from 12 o'clock to 12 o'clock, Finish 00:05:04 S5

48.46 TFC Tap Factory Made Capped at 12 o'clock, 4inch dim 00:05:24 B11095-B 11096_0a
ae2b72-9d
11/8/2023 150463 MARTIN P0048234-052024 B11095-B11096
Not Known 13.0Upstream 160.0 ' 162.0 '
B11096
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 38
1:569 Distance Code Observation Counter Photo Grade

52.23 S02 FM Fracture Multiple from 12 o'clock to 12 o'clock, Start 00:05:59 B11095-B 11096_7cb
c62f0-fce6

56.33 F02 FM Fracture Multiple from 12 o'clock to 12 o'clock, Finish 00:06:31 S4

57.90 FL Fracture Longitudinal at 12 o'clock 00:06:42 B11095-B 11096_8e
9bf856-be
S3

67.53 FM Fracture Multiple from 12 o'clock to 12 o'clock 00:07:08 B11095-B 11096_ffc
e45ca-73d
S4

70.10 TB Tap Break-In at 10 o'clock, 4inch dim 00:07:34 B11095-B 11096_9ca
c7448-d5a

97.68 CM Crack Multiple from 7 o'clock to 6 o'clock 00:09:03 B11095-B 11096_96f
58ad8-7ff1
S3

97.69 S03 B Broken from 12 o'clock to 12 o'clock, Start 00:09:03 105.52 F03 B Broken from 12 o'clock to 12 o'clock, Finish 00:10:13 S5 139.01 TB Tap Break-In at 10 o'clock, 4inch dim 00:11:58 B11095-B 11096_18
e39e5b-35
139.05 RMJ Roots Medium Joint from 2 o'clock to 6 o'clock, 25% lost, within 8 inch
00:12:18 B11095-B
11096_a8
1adceb-2f
M3
153.01 RMJ Roots Medium Joint from 7 o'clock to 5 o'clock, 20% lost, within 8 inch
00:13:22 B11095-B
11096_35
dbfb39-33
M3
158.65 RMJ Roots Medium Joint from 7 o'clock to 5 o'clock, 35% lost, within 8 inch
00:13:45 B11095-B
11096_10
2e258c-79
M3
161.12 MGO General Observation / END CAP GOOD ,SOME ROOTS 00:14:32 161.33 MGO General Observation / END CAP IS GOOD, SOME ROOTS 00:15:28 161.96 TF Tap Factory Made at 12 o'clock, 4inch dim 00:15:10 B11095-B 11096_54
14d06a-03
161.97 AMH Manhole / B11095 00:15:44
11/8/2023 150463 MARTIN P0048234-052024 B11095-B11096
Not Known 13.0Upstream 160.0 ' 162.0 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5743 3311 58.0 10.0 4.1 2.5 3.868.0
QOR
5743
B11095
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Section Pictures - 11/8/2023 - B11095-B11096
Buena Private Road 11/8/2023 B11095-B11096 1811
B11095-B11096_ed3fdd7f-f323-40ab-be24-88c6485fa261_20
231108_101922_430.jpg, 00:01:48, 15.86ft
Tap Factory Made at 2 o'clock, 4inch dim
B11095-B11096_c7bea205-e1e4-4140-907f-93e7c7a3c83f_2
0231108_102013_111.jpg, 00:02:29, 25.70ft
Fracture Longitudinal at 12 o'clock
B11095-B11096_e32ad30a-69c6-42bc-86d9-2e77ff007c1b_2
0231108_101923_257.jpg, 00:01:48, 15.86ft
Tap Factory Made at 2 o'clock, 4inch dim
B11095-B11096_7b5e85a0-56b8-44e8-9293-aa8fb05bbca5_2
0231108_102020_978.jpg, 00:02:29, 25.70ft
Fracture Longitudinal at 12 o'clock
City Street Lateral Segment Reference Nr.
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Section Pictures - 11/8/2023 - B11095-B11096
Buena Private Road 11/8/2023 B11095-B11096 1811
B11095-B11096_207b0ff7-f037-4371-b2a7-c336dfc98901_20
231108_102103_638.jpg, 00:02:55, 26.03ft
Broken Soil Visible from 4 o'clock to 8 o'clock
B11095-B11096_0aae2b72-9dec-4223-b2e6-1eca3b9cb97e_
20231108_102424_090.jpg, 00:05:24, 48.46ft
Tap Factory Made Capped at 12 o'clock, 4inch dim
B11095-B11096_77249d33-4faf-4461-96de-523878663b2f_20
231108_102137_831.jpg, 00:03:21, 30.10ft
Crack Spiral from 7 o'clock to 12 o'clock
B11095-B11096_8b0fe5d9-4d93-4a5f-81b1-d2c865204bcc_2
0231108_102430_392.jpg, 00:05:24, 48.46ft
Tap Factory Made Capped at 12 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
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Section Pictures - 11/8/2023 - B11095-B11096
Buena Private Road 11/8/2023 B11095-B11096 1811
B11095-B11096_7cbc62f0-fce6-4415-9e7d-803a432fa6b7_20
231108_102515_718.jpg, 00:05:59, 52.23ft
Fracture Multiple from 12 o'clock to 12 o'clock, Start
B11095-B11096_8e9bf856-beb9-4938-963b-8aae87f3a68b_2
0231108_102621_021.jpg, 00:06:42, 57.90ft
Fracture Longitudinal at 12 o'clock
B11095-B11096_f664cbbf-d8a3-4953-a248-12cf0e2e369e_20
231108_102521_141.jpg, 00:05:59, 52.23ft
Fracture Multiple from 12 o'clock to 12 o'clock, Start
B11095-B11096_ffce45ca-73d4-4a08-a3b5-0229c09f4095_20
231109_095228_927.jpg, 00:07:08, 67.53ft
Fracture Multiple from 12 o'clock to 12 o'clock
City Street Lateral Segment Reference Nr.
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Section Pictures - 11/8/2023 - B11095-B11096
Buena Private Road 11/8/2023 B11095-B11096 1811
B11095-B11096_9cac7448-d5a7-4845-89a0-7f8899dcbea3_2
0231108_102735_997.jpg, 00:07:34, 70.10ft
Tap Break-In at 10 o'clock, 4inch dim
B11095-B11096_96f58ad8-7ff1-4d40-9b0d-53d5ffee7fd8_202
31108_102916_743.jpg, 00:09:03, 97.68ft
Crack Multiple from 7 o'clock to 6 o'clock
B11095-B11096_8ea97bbe-3204-4962-b8e2-be34b80b3e97_
20231108_102743_445.jpg, 00:07:34, 70.10ft
Tap Break-In at 10 o'clock, 4inch dim
B11095-B11096_18e39e5b-350d-4752-94e9-8eb47621b3d7_
20231108_103228_434.jpg, 00:11:58, 139.01ft
Tap Break-In at 10 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
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Section Pictures - 11/8/2023 - B11095-B11096
Buena Private Road 11/8/2023 B11095-B11096 1811
B11095-B11096_ccff72bf-57e1-498a-b8ff-6c78d03e601f_202
31108_103234_891.jpg, 00:11:58, 139.01ft
Tap Break-In at 10 o'clock, 4inch dim
B11095-B11096_35dbfb39-3394-4824-8066-78ec8548d97d_2
0231108_103420_695.jpg, 00:13:22, 153.01ft
Roots Medium Joint from 7 o'clock to 5 o'clock, 20% lost, within 8 inch
B11095-B11096_a81adceb-2f55-4f23-adf5-97c3aaf5c0de_20
231108_103300_805.jpg, 00:12:18, 139.05ft
Roots Medium Joint from 2 o'clock to 6 o'clock, 25% lost, within 8 inch
B11095-B11096_d592de28-ae4a-4bf7-8432-5e1feb187782_2
0231108_103422_405.jpg, 00:13:22, 153.01ft
Roots Medium Joint from 7 o'clock to 5 o'clock, 20% lost, within 8 inch
City Street Lateral Segment Reference Nr.
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Section Pictures - 11/8/2023 - B11095-B11096
Buena Private Road 11/8/2023 B11095-B11096 1811
B11095-B11096_102e258c-79d4-4856-b6f2-b8363d93c3fc_2
0231108_103505_246.jpg, 00:13:45, 158.65ft
Roots Medium Joint from 7 o'clock to 5 o'clock, 35% lost, within 8 inch

B11095-B11096_5414d06a-03ac-4ece-a05f-44accfe24996_20
231108_103750_506.jpg, 00:15:10, 161.96ft
Tap Factory Made at 12 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
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No. Description Quantity Unit
Asset ID: B13225-B13226
No. DS Distance Position Type
1 2
3 3 Lining of 8" pipe (VCP) 130 LF
11 Re-establish lateral connection 3 EA
12 Install lateral T-liner 3 EA
27 Cleaning and pre-video inspection 130 LF

6.0' 10:00 WYE
118.5' 2:00 WYE
121.1' 12:00 WYE
DEPTH 6.0'
MH NO. B13226
1 11 12
2 11 12
3 11 12
EXIST 8" VCP SWR
PER NS 1352327
ANNA LN.

CONSTRUCTION NOTE: SEWER PLUG B13225 TO BE REPLACED PER SEPARATE CONTRACT.

REPAIR WORK ON THIS PIPE TO BE PERFORMED AT END OF SCHEDULE.

MH NO. B13225
DEPTH 8.9'
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 1
City: Buena Drainage Area: B13 Upstream MH: B13225
Street: ANNA LANE Media Label: Up Rim to Invert:

Location Code: EASE Flow Control: Downstream MH: B13226 Location Details: ACCESS GATE Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:918 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / B13226 00:00:31

0.00 MWL Water Level, 5% of the vertical dimension 00:00:33

0.00 MGO General Observation / MH INSPECTION GOOD 00:00:35

5.99 MGO General Observation / SET 6FT 00:02:44

6.04 TF Tap Factory Made at 10 o'clock, 4inch dim, within 8 inch 00:03:16 B13225-B 13226_b9c
90c46-068

6.05 RML Roots Medium Lateral from 7 o'clock to 10 o'clock, 15% lost 00:03:22 B13225-B 13226_5c1
88d8f-1a3
M3

10.37 RMJ Roots Medium Joint from 3 o'clock to 9 o'clock, 20% lost, within 8 inch
00:04:06 B13225-B
13226_0c6
c33be-74c
M3

32.70 S01 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
00:05:07

35.88 RMJ Roots Medium Joint from 3 o'clock to 9 o'clock, 20% lost, within 8 inch
00:05:16 M3

70.18 RMJ Roots Medium Joint from 7 o'clock to 3 o'clock, 20% lost, within 8 inch
00:05:59 M3

81.40 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 20% lost, within 8 inch
00:06:15 M3

93.21 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 20% lost, within 8 inch
00:06:46 M3
118.51 TF Tap Factory Made at 2 o'clock, 4inch dim 00:07:43 B13225-B 13226_eb
bc9b45-0b
121.06 TF Tap Factory Made at 11 o'clock, 4inch dim 00:08:14 B13225-B 13226_23
99f85c-af3
121.51 F01 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Finish, within 8 inch
00:09:16 M1
121.54 RBB Roots Ball Barrell from 12 o'clock to 12 o'clock, 75% lost 00:09:18 M5 3/7/2024 156907 ARROYO 0703002691 B13225-B13226
Heavy Cleaning 0.0Upstream 122.0 ' 121.6 '
B13226
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 2
1:918 Distance Code Observation Counter Photo Grade
121.58 AEP End of Pipe / ROOTS AT STUB OUT 00:09:21
3/7/2024 156907 ARROYO 0703002691 B13225-B13226
Heavy Cleaning 0.0Upstream 122.0 ' 121.6 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 5136 0.0 41.0 0.0 1.6 1.641.0
QOR
5136
B13225
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Section Pictures - 3/7/2024 - B13225-B13226
Buena ANNA LANE 3/7/2024 B13225-B13226 2564
B13225-B13226_b9c90c46-068a-4cb2-ab7a-0435c4823bb4_2
0240307_102155_308.jpg, 00:03:16, 6.04ft
Tap Factory Made at 10 o'clock, 4inch dim, within 8 inch B13225-B13226_0c6c33be-74cc-4d8c-941a-7e62a2191d7f_2
0240307_102308_080.jpg, 00:04:06, 10.37ft
Roots Medium Joint from 3 o'clock to 9 o'clock, 20% lost, within 8 inch
B13225-B13226_5c188d8f-1a37-497c-a2ea-587d25d11033_2
0240307_102224_548.jpg, 00:03:22, 6.05ft
Roots Medium Lateral from 7 o'clock to 10 o'clock, 15% lost B13225-B13226_ebbc9b45-0b9e-4574-a5bb-d6909519aab6_
20240307_102712_636.jpg, 00:07:43, 118.51ft
Tap Factory Made at 2 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
195 of 563

Section Pictures - 3/7/2024 - B13225-B13226
Buena ANNA LANE 3/7/2024 B13225-B13226 2564
B13225-B13226_640ea52a-0506-44ed-9754-946e8b0640ef_2
0240307_102720_503.jpg, 00:07:43, 118.51ft
Tap Factory Made at 2 o'clock, 4inch dim
B13225-B13226_66afa011-cc3e-4daa-b23d-c89e3b0925fa_2
0240307_102802_621.jpg, 00:08:14, 121.06ft
Tap Factory Made at 11 o'clock, 4inch dim
B13225-B13226_2399f85c-af32-499f-a25b-d2c78b71199b_20
240307_102754_906.jpg, 00:08:14, 121.06ft
Tap Factory Made at 11 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
196 of 563
No. Description Quantity Unit
Asset ID: B14081-B14083
No. DS Distance Position Type
1 2
3 4
5 3 Lining of 6" VCP pipe 365 LF
11 Re-establish lateral connection 5 EA
12 Install lateral T-liner 4 EA
27 Cleaning and pre-video inspection 365 LF

4.7' 3:00 BIC

33.1' 10:00 BIC
118.3' 9:00 BIC
125.1' 2:00 WYE

WATSON WAY

VIA TORE
MH NO. B14083
153.7' BIC10:00
1 11 12
2 11 12
3 11 12
4 11
5 11 12
EXIST 6" VCP SWR
PER LP5003 3 27
DEPTH 7.4'
MH NO. B14081
CONSTRUCTION NOTE: SEWER PLUG B14081 TO BE REPLACED PER SEPARATE CONTRACT.

REPAIR WORK ON THIS PIPE TO BE PERFORMED AT END OF SCHEDULE. 05/13/2025
C6
197 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 1
City: Buena Drainage Area: B14 Upstream MH: B14081
Street: KURENDA WAY Media Label: Up Rim to Invert:

Location Code: EASE Flow Control: Downstream MH: B14083 Location Details: DISPLACED JOINT Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Routine Assessment Joints failed: 0 Lining Method: Other Owner:

Additional Info:
1:732 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / MH B14083.00 00:00:09 B14081-B
14083_f0b
0589b-d15

0.00 MWL Water Level, 5% of the vertical dimension 00:00:22 B14081-B 14083_4a
2cc4cf-f99

0.00 MGO General Observation / MH B14083.00 INSPECTION IS

FAIR, THERE ARE HEAVY INFILTRATION STAINS AND

MINOR ROOTS WITHIN MH
00:00:50 B14081-B
14083_11
a2653a-fb

2.85 FS Fracture Spiral from 12 o'clock to 12 o'clock 00:02:33 B14081-B 14083_72
9297f4-25
S3

4.00 B Broken from 12 o'clock to 12 o'clock 00:02:54 B14081-B 14083_b3
03a230-a8
S5

4.65 TBA Tap Break-In Active at 3 o'clock, 4inch dim / BROKEN AT

THE BREAKIN CONNECTION
00:03:13 B14081-B
14083_0d
1cc30d-3b

6.05 MWLS Water Level, Sag in pipe, 10% of the vertical dimension /

STAGNANT WATER
00:03:33 B14081-B
14083_3fe
b71a3-3e2
S2

6.75 S01 DAGS Deposits Attached Grease, 5% of cross sectional area from 7 o'clock to 8 o'clock, Start
00:03:37 B14081-B
14083_2b
525369-09

6.75 S02 DAGS Deposits Attached Grease, 5% of cross sectional area from 4 o'clock to 5 o'clock, Start
00:03:39 B14081-B
14083_81
e6ba41-ed

11.45 JOL Joint Offset Large, 1Inch 00:03:52 B14081-B
14083_f9e
cd14d-e6d
S2

13.75 S03 DAE Deposits Attached Encrustation, 5% of cross sectional area from 7 o'clock to 5 o'clock, Start
00:04:13 B14081-B
14083_f22
dabbb-a70

26.90 JOM Joint Offset Medium 00:04:48 B14081-B
14083_05f
d4ded-f05
S1

32.15 FM Fracture Multiple from 8 o'clock to 1 o'clock 00:05:23 B14081-B 14083_78
4afada-3a
S4

33.00 RML Roots Medium Lateral from 7 o'clock to 11 o'clock, 40% lost 00:05:53 B14081-B 14083_34
b298c2-f5
M3

33.05 TB Tap Break-In at 10 o'clock, 4inch dim 00:05:41 B14081-B 14083_d3
6a9431-36

41.80 JOL Joint Offset Large, 1Inch 00:06:55 B14081-B
14083_de
6773ac-66
S2
10/30/2019 103999 Dry Eric Steinlicht 16 B14081-B14083
Not Known 0.0Upstream 214.4 ' 152.2 '
B14083
05/13/2025
C6
198 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 2
1:732 Distance Code Observation Counter Photo Grade

42.35 MGO General Observation / UNSURE IF TAP ROOT 00:07:03 B14081-B 14083_b1
366b86-15

52.30 JOL Joint Offset Large, 1Inch 00:07:39 B14081-B
14083_6c9
2f1f4-0d19
S2

57.30 JOM Joint Offset Medium 00:07:52 B14081-B
14083_fc1
8805b-639
S1

62.85 RFJ Roots Fine Joint from 3 o'clock to 7 o'clock, within 8 inch 00:08:13 B14081-B 14083_10
3d4605-5a
M1

67.75 JOM Joint Offset Medium 00:08:27 B14081-B
14083_f15
cd4df-fdcc-
S1
108.65 JOL Joint Offset Large, 1Inch 00:09:53 B14081-B
14083_29
d44038-99
S2
108.65 RFJ Roots Fine Joint from 10 o'clock to 2 o'clock, within 8 inch 00:10:16 M1 117.35 B Broken from 12 o'clock to 12 o'clock 00:10:47 B14081-B 14083_e7
28829f-8b
S5
118.05 RML Roots Medium Lateral at 9 o'clock, 25% lost / COMPACT

WITHIN LATERAL
00:11:51 B14081-B
14083_42c
2b691-582
M3
118.25 TB Tap Break-In at 9 o'clock, 4inch dim 00:11:27 B14081-B 14083_37
017987-f8
124.10 JOM Joint Offset Medium 00:12:39 B14081-B
14083_e3
93570b-30
S1
125.05 TF Tap Factory Made at 2 o'clock, 4inch dim 00:13:00 B14081-B 14083_36
0f9653-e0
125.80 JOM Joint Offset Medium 00:13:13 B14081-B
14083_a4
5656c0-64
S1
146.25 JOM Joint Offset Medium 00:14:09 B14081-B
14083_dd
3ca221-60
S1
151.40 JOL Joint Offset Large, 1.5Inch 00:14:24 B14081-B 14083_e1
ecb98a-27
S2
151.70 B Broken at 10 o'clock 00:14:33 B14081-B
14083_c00
88d96-260
S3
152.20 F01 DAGS Deposits Attached Grease, 5% of cross sectional area from 7 o'clock to 8 o'clock, Finish
00:19:39 B14081-B
14083_56
a083ec-35
M2
152.20 F02 DAGS Deposits Attached Grease, 5% of cross sectional area from 4 o'clock to 5 o'clock, Finish
00:19:41 B14081-B
14083_1d
731f6f-fc3
M2
152.25 F03 DAE Deposits Attached Encrustation, 5% of cross sectional area from 7 o'clock to 5 o'clock, Finish
00:19:53 B14081-B
14083_a9
ee4746-16
M2
152.25 MSA Survey Abandoned / SURVEY ABANDONED, OFFSET

JOINT WE CAN'T TRAVERSE
00:19:54 B14081-B
14083_18
12d1d6-fb
10/30/2019 103999 Dry Eric Steinlicht 16 B14081-B14083
Not Known 0.0Upstream 214.4 ' 152.2 '
05/13/2025
C6
199 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 3
1:732 Distance Code Observation Counter Photo Grade
214.39 End of pipe
10/30/2019 103999 Dry Eric Steinlicht 16 B14081-B14083
Not Known 0.0Upstream 214.4 ' 152.2 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5241 322P 38.0 180.0 2.2 2.0 2.0218.0
QOR
5241
B14081
05/13/2025
C6
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Section Pictures - 10/30/2019 - B14081-B14083
Buena KURENDA WAY 10/30/2019 B14081-B14083 2993
B14081-B14083_f0b0589b-d158-47e9-88b7-6064c500509b_2
0191030_105337_736.jpg, 00:00:09, 0.00ft
Manhole / MH B14083.00
B14081-B14083_4a2cc4cf-f990-48aa-90d0-ed553cac630b_20
191030_105359_182.jpg, 00:00:22, 0.00ft
Water Level, 5% of the vertical dimension
B14081-B14083_7883d73a-9c63-4271-80b6-e2672a888d3a_
20191030_105342_759.jpg, 00:00:09, 0.00ft
Manhole / MH B14083.00
B14081-B14083_11a2653a-fb6d-4c62-ba7f-d7af96ce8b70_20
191030_105432_914.jpg, 00:00:50, 0.00ft
General Observation / MH B14083.00 INSPECTION IS FAIR,

THERE ARE HEAVY INFILTRATION STAINS AND MINOR

ROOTS WITHIN MH
City Street Lateral Segment Reference Nr.
05/13/2025
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Section Pictures - 10/30/2019 - B14081-B14083
Buena KURENDA WAY 10/30/2019 B14081-B14083 2993
B14081-B14083_729297f4-2579-4776-a6ca-c2faefcd06e8_20
191030_105643_281.jpg, 00:02:33, 2.85ft
Fracture Spiral from 12 o'clock to 12 o'clock
B14081-B14083_6c631016-663c-4859-9c49-957ac8182603_2
0191030_105714_517.jpg, 00:02:54, 4.00ft
Broken from 12 o'clock to 12 o'clock
B14081-B14083_b303a230-a8cd-41dd-9b13-116dd451b62a_
20191030_105711_508.jpg, 00:02:54, 4.00ft
Broken from 12 o'clock to 12 o'clock
B14081-B14083_0d1cc30d-3bcc-4904-b634-07ad8644de2d_2
0191030_105815_870.jpg, 00:03:13, 4.65ft
Tap Break-In Active at 3 o'clock, 4inch dim / BROKEN AT THE

BREAKIN CONNECTION
City Street Lateral Segment Reference Nr.
05/13/2025
C6
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Section Pictures - 10/30/2019 - B14081-B14083
Buena KURENDA WAY 10/30/2019 B14081-B14083 2993
B14081-B14083_a2cfbf30-1338-4bf2-9af7-bf05d04cad79_201
91030_105822_545.jpg, 00:03:13, 4.65ft
Tap Break-In Active at 3 o'clock, 4inch dim / BROKEN AT THE

BREAKIN CONNECTION
B14081-B14083_2b525369-0921-4ba5-a7fc-fbb89cbfad55_20
191030_105859_607.jpg, 00:03:37, 6.75ft
Deposits Attached Grease, 5% of cross sectional area from 7 o'clock to 8 o'clock, Start
B14081-B14083_3feb71a3-3e23-4340-b899-1e6e30913d56_2
0191030_105846_919.jpg, 00:03:33, 6.05ft
Water Level, Sag in pipe, 10% of the vertical dimension /

STAGNANT WATER
B14081-B14083_81e6ba41-edb6-4b3f-9300-e474418d145a_2
0191030_105910_854.jpg, 00:03:39, 6.75ft
Deposits Attached Grease, 5% of cross sectional area from 4 o'clock to 5 o'clock, Start
City Street Lateral Segment Reference Nr.
05/13/2025
C6
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Section Pictures - 10/30/2019 - B14081-B14083
Buena KURENDA WAY 10/30/2019 B14081-B14083 2993
B14081-B14083_f9ecd14d-e6df-401f-b0d8-a68db19322c1_20
191030_105930_945.jpg, 00:03:52, 11.45ft
Joint Offset Large, 1Inch
B14081-B14083_05fd4ded-f058-42d7-9693-327e116be764_2
0191030_110041_822.jpg, 00:04:48, 26.90ft
Joint Offset Medium
B14081-B14083_f22dabbb-a70e-4589-824c-6119aab17ca4_2
0191030_110002_362.jpg, 00:04:13, 13.75ft
Deposits Attached Encrustation, 5% of cross sectional area from 7 o'clock to 5 o'clock, Start
B14081-B14083_784afada-3a46-48b4-9c70-9f3ea56f9894_20
191030_110122_834.jpg, 00:05:23, 32.15ft
Fracture Multiple from 8 o'clock to 1 o'clock
City Street Lateral Segment Reference Nr.
05/13/2025
C6
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Section Pictures - 10/30/2019 - B14081-B14083
Buena KURENDA WAY 10/30/2019 B14081-B14083 2993
B14081-B14083_34b298c2-f586-4da0-bb23-24efb8442217_2
0191030_110213_341.jpg, 00:05:53, 33.00ft
Roots Medium Lateral from 7 o'clock to 11 o'clock, 40% lost B14081-B14083_d36a9431-366e-40e9-83c7-2e4f9e841c9b_2
0191030_110146_799.jpg, 00:05:41, 33.05ft
Tap Break-In at 10 o'clock, 4inch dim
B14081-B14083_d7c9e7f9-7891-4262-952c-0d34532f059c_2
0191030_110217_369.jpg, 00:05:53, 33.00ft
Roots Medium Lateral from 7 o'clock to 11 o'clock, 40% lost B14081-B14083_8a650a98-1b28-4049-9666-c396b419664c_
20191030_110152_374.jpg, 00:05:41, 33.05ft
Tap Break-In at 10 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
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Section Pictures - 10/30/2019 - B14081-B14083
Buena KURENDA WAY 10/30/2019 B14081-B14083 2993
B14081-B14083_de6773ac-6633-43a2-9e3a-32f8af51f684_20
191030_110322_864.jpg, 00:06:55, 41.80ft
Joint Offset Large, 1Inch
B14081-B14083_6c92f1f4-0d19-4ddf-b01b-cf6b97909ab3_20
191030_110422_288.jpg, 00:07:39, 52.30ft
Joint Offset Large, 1Inch
B14081-B14083_b1366b86-1501-4c0c-903f-12cd88470908_2
0191030_110342_389.jpg, 00:07:03, 42.35ft
General Observation / UNSURE IF TAP ROOT
B14081-B14083_fc18805b-639a-4ee4-be8f-154ec14cb1dc_20
191030_110441_367.jpg, 00:07:52, 57.30ft
Joint Offset Medium
City Street Lateral Segment Reference Nr.
05/13/2025
C6
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Section Pictures - 10/30/2019 - B14081-B14083
Buena KURENDA WAY 10/30/2019 B14081-B14083 2993
B14081-B14083_103d4605-5a7e-4b88-b5ed-83bd4cab3668_
20191030_110507_329.jpg, 00:08:13, 62.85ft
Roots Fine Joint from 3 o'clock to 7 o'clock, within 8 inch B14081-B14083_29d44038-996f-4dfa-b2f2-50092c05e94e_20
191030_113938_596.jpg, 00:09:53, 108.65ft
Joint Offset Large, 1Inch
B14081-B14083_f15cd4df-fdcc-478f-a5e5-2517e47096f9_201
91030_110523_520.jpg, 00:08:27, 67.75ft
Joint Offset Medium
B14081-B14083_e728829f-8b69-4fd5-99df-7d3ece3ce057_20
191030_114106_929.jpg, 00:10:47, 117.35ft
Broken from 12 o'clock to 12 o'clock
City Street Lateral Segment Reference Nr.
05/13/2025
C6
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Section Pictures - 10/30/2019 - B14081-B14083
Buena KURENDA WAY 10/30/2019 B14081-B14083 2993
B14081-B14083_42c2b691-5826-400e-8ffb-f4394b1cb5d2_20
191030_114715_919.jpg, 00:11:51, 118.05ft
Roots Medium Lateral at 9 o'clock, 25% lost / COMPACT

WITHIN LATERAL
B14081-B14083_37017987-f884-4436-818f-8209261f84f8_20
191030_114621_918.jpg, 00:11:27, 118.25ft
Tap Break-In at 9 o'clock, 4inch dim
B14081-B14083_193522d8-e43a-4cf0-a1f5-3826f5b33b89_20
191030_114734_026.jpg, 00:11:51, 118.05ft
Roots Medium Lateral at 9 o'clock, 25% lost / COMPACT

WITHIN LATERAL
B14081-B14083_a9805816-3f04-4792-8580-a15bb4ba9e82_2
0191030_114628_638.jpg, 00:11:27, 118.25ft
Tap Break-In at 9 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
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Section Pictures - 10/30/2019 - B14081-B14083
Buena KURENDA WAY 10/30/2019 B14081-B14083 2993
B14081-B14083_e393570b-30f5-4bfd-a2dd-aac1158a799f_20
191030_120204_279.jpg, 00:12:39, 124.10ft
Joint Offset Medium
B14081-B14083_ce75fb7a-d739-45b3-8118-d1f9b8b772bc_2
0191030_120236_060.jpg, 00:13:00, 125.05ft
Tap Factory Made at 2 o'clock, 4inch dim
B14081-B14083_360f9653-e0ac-495d-a7ee-6eace6d8d78b_2
0191030_120229_958.jpg, 00:13:00, 125.05ft
Tap Factory Made at 2 o'clock, 4inch dim
B14081-B14083_a45656c0-64f8-4996-87b3-501bcf6f1d82_20
191030_120248_720.jpg, 00:13:13, 125.80ft
Joint Offset Medium
City Street Lateral Segment Reference Nr.
05/13/2025
C6
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Section Pictures - 10/30/2019 - B14081-B14083
Buena KURENDA WAY 10/30/2019 B14081-B14083 2993
B14081-B14083_dd3ca221-60a8-4a05-af65-67be4582c2a5_2
0191030_120347_352.jpg, 00:14:09, 146.25ft
Joint Offset Medium
B14081-B14083_c0088d96-2607-40cd-b4c7-115039662a9d_
20191030_120448_561.jpg, 00:14:33, 151.70ft
Broken at 10 o'clock
B14081-B14083_e1ecb98a-2792-49a1-858e-3ec9bddb8a02_
20191030_120424_255.jpg, 00:14:24, 151.40ft
Joint Offset Large, 1.5Inch
B14081-B14083_56a083ec-3598-4082-a74a-8c20c8be68b6_
20191030_121606_351.jpg, 00:19:39, 152.20ft
Deposits Attached Grease, 5% of cross sectional area from 7 o'clock to 8 o'clock, Finish
City Street Lateral Segment Reference Nr.
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Section Pictures - 10/30/2019 - B14081-B14083
Buena KURENDA WAY 10/30/2019 B14081-B14083 2993
B14081-B14083_1d731f6f-fc33-403e-9133-e5b30cee73c6_20
191030_122215_001.jpg, 00:19:41, 152.20ft
Deposits Attached Grease, 5% of cross sectional area from 4 o'clock to 5 o'clock, Finish
B14081-B14083_1812d1d6-fb88-43fe-88cf-e7818826193b_20
191030_122211_401.jpg, 00:19:54, 152.25ft
Survey Abandoned / SURVEY ABANDONED, OFFSET JOINT

WE CAN'T TRAVERSE
B14081-B14083_a9ee4746-16cc-4abf-93ec-1d6f1edeb6aa_2
0191030_121626_781.jpg, 00:19:53, 152.25ft
Deposits Attached Encrustation, 5% of cross sectional area from 7 o'clock to 5 o'clock, Finish
City Street Lateral Segment Reference Nr.
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 15
City: Buena Drainage Area: B14 Upstream MH: B14081
Street: KURENDA WAY Media Label: Up Rim to Invert:

Location Code: EASE Flow Control: Downstream MH: B14083 Location Details: DISPLACED JOINT Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: S Joints failed: 0 Lining Method: Other Owner:

Additional Info:
1:618 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / MH B14083.00 00:00:10 B14081-B
14083_b6
b7ee61-f1

0.00 MWL Water Level, 5% of the vertical dimension 00:00:24 B14081-B 14083_e3
18e809-b1

0.00 MGO General Observation / MH B14083.00 INSPECTION IS

FAIR, MINOR DEBRIS ON SHELF AND MINOR

INFILTRATION STAINS
00:01:26 B14081-B
14083_bfb
55efb-29d

0.80 FS Fracture Spiral from 12 o'clock to 12 o'clock 00:02:07 B14081-B 14083_38
37bb26-5b
S3

1.00 B Broken from 12 o'clock to 12 o'clock / BROKEN PIPE AT

BREAK IN CONNECTION
00:03:19 B14081-B
14083_5d
84024a-5d
S5

1.00 TB Tap Break-In at 2 o'clock, 4inch dim / PIPE BROKEN AT

THE BREAK IN
00:03:44 B14081-B
14083_3d
643a4b-db

6.00 MGO General Observation / RESET COUNTER TO 6 FEET 00:04:05 B14081-B 14083_a6
26df58-25

9.00 DAR Deposits Attached Ragging, 15% of cross sectional area from 4 o'clock to 7 o'clock
00:04:16 B14081-B
14083_6c2
f1278-1ba
M3

9.45 JOL Joint Offset Large, 1.5Inch 00:04:21 B14081-B
14083_82
84e6da-a9
S2

9.70 MGO General Observation / CHANGED CAMERA TO SMALLER

UNIT TO TRAVERSE LARGE OFFSET
00:06:41 B14081-B
14083_8ca
294af-4b0f

14.85 S01 JOM Joint Offset Medium, Start 00:07:06 B14081-B 14083_d3
5acb0d-95

25.30 JOL Joint Offset Large, 1.5Inch 00:07:32 B14081-B 14083_5b
e27299-39
S2

25.30 F01 JOM Joint Offset Medium, Finish 00:07:41 B14081-B 14083_36c
9f910-c58c
S1

30.40 MGO General Observation / POST CLEANING 00:12:41 B14081-B 14083_3e
2ae19c-e5

32.10 TB Tap Break-In at 10 o'clock, 4inch dim / COMPACTED

LATERAL WITH ROOTS
00:09:31 B14081-B
14083_fc5
cada3-753

32.10 RTL Roots Tap Lateral from 7 o'clock to 2 o'clock, 60% of cross sectional area
00:09:34 B14081-B
14083_13
920a98-0b
M2
5/23/2019 100043 Damp Eric Steinlicht 16 B14081-B14083
Not Known 0.0Upstream 214.4 ' 156.2 '
B14083
05/13/2025
C6
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 16
1:618 Distance Code Observation Counter Photo Grade

36.05 JOM Joint Offset Medium 00:13:21 B14081-B
14083_74
2026e5-91
S1

41.25 JOL Joint Offset Large, 1.5Inch 00:13:39 B14081-B 14083_0ff
41601-0c6
S2

41.25 RFJ Roots Fine Joint from 9 o'clock to 2 o'clock, within 8 inch 00:13:40 B14081-B 14083_3e
9c4507-7f
M1

44.90 S02 JOM Joint Offset Medium, Start 00:14:00 B14081-B 14083_a0
a138f0-d4

50.30 LL Alignment Left, 10% changed 00:14:09 B14081-B
14083_58
a9ad22-e5
M1

51.35 JOL Joint Offset Large, 1.35Inch 00:14:14 B14081-B 14083_b2
51ae8f-17
S2

56.60 JOL Joint Offset Large, 1.2Inch 00:14:30 B14081-B 14083_07
b3dc6f-44
S2

66.80 JOL Joint Offset Large, 1.2Inch 00:14:53 B14081-B 14083_a1
6475ec-85
S2

97.30 LL Alignment Left, 5% changed 00:15:47 B14081-B
14083_af3
a653b-09a
M1
107.70 JOL Joint Offset Large, 1.35Inch 00:16:09 B14081-B 14083_a8
2130df-76
S2
107.70 RFJ Roots Fine Joint from 7 o'clock to 2 o'clock, within 8 inch 00:16:10 B14081-B 14083_12
36ee82-4a
M1
116.00 FS Fracture Spiral from 9 o'clock to 5 o'clock / APPEARS TO

ORIGINATE FROM THE BREAK IN CONNECTION
00:17:30 B14081-B
14083_2c2
78b1d-0c7
S3
117.05 TB Tap Break-In at 10 o'clock, 4inch dim / LATERAL IS

COMPACTED WITH ROOTS
00:16:59 B14081-B
14083_d9
8b4199-c6
123.05 JOL Joint Offset Large, 1.3Inch 00:17:52 B14081-B 14083_50
1ff56e-a27
S2
124.15 TF Tap Factory Made at 2 o'clock, 4inch dim 00:18:07 B14081-B 14083_a2
9f098d-fb8
145.95 JOL Joint Offset Large, 1Inch 00:19:50 B14081-B
14083_a9
bd370a-10
S2
150.75 JSL Joint Separated Large 00:21:14 B14081-B
14083_86
223868-d8
S2
150.75 JOL Joint Offset Large, 1.85Inch 00:21:17 B14081-B 14083_7b
1007af-9ef
S2
150.95 FM Fracture Multiple from 9 o'clock to 1 o'clock 00:21:59 B14081-B 14083_93
76a685-27
S4
152.90 FC Fracture Circumferential from 10 o'clock to 7 o'clock 00:23:21 B14081-B 14083_3ac
f8939-ecbc
S2
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Not Known 0.0Upstream 214.4 ' 156.2 '
05/13/2025
C6
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 17
1:618 Distance Code Observation Counter Photo Grade
153.70 TBA Tap Break-In Active at 10 o'clock, 4inch dim 00:23:46 B14081-B 14083_19
123ef2-f0e
156.15 JOL Joint Offset Large, 1.35Inch 00:24:56 B14081-B 14083_37f
f0391-0f6d
S2
156.20 F02 JOM Joint Offset Medium, Finish 00:24:58 S1
156.21 MSA Survey Abandoned / VIDEO STOPS AT 156FT. 00:24:58 214.39 End of pipe
5/23/2019 100043 Damp Eric Steinlicht 16 B14081-B14083
Not Known 0.0Upstream 214.4 ' 156.2 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5141 3121 66.0 9.0 1.6 1.5 1.675.0
QOR
5141
B14081
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Section Pictures - 5/23/2019 - B14081-B14083
Buena KURENDA WAY 5/23/2019 B14081-B14083 2993
B14081-B14083_b6b7ee61-f157-4984-a13d-7e485f604aa3_2
0190523_084928_553.jpg, 00:00:10, 0.00ft
Manhole / MH B14083.00
B14081-B14083_e318e809-b1f6-4019-9b99-ba7a30207461_2
0190523_084953_620.jpg, 00:00:24, 0.00ft
Water Level, 5% of the vertical dimension
B14081-B14083_0854f5f4-3490-4d26-ad6c-f0ddf26aa462_20
190523_084934_902.jpg, 00:00:10, 0.00ft
Manhole / MH B14083.00
B14081-B14083_bfb55efb-29d7-4427-b0f4-9b5e905876b1_20
190523_085126_070.jpg, 00:01:26, 0.00ft
General Observation / MH B14083.00 INSPECTION IS FAIR,

MINOR DEBRIS ON SHELF AND MINOR INFILTRATION
STAINS
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Section Pictures - 5/23/2019 - B14081-B14083
Buena KURENDA WAY 5/23/2019 B14081-B14083 2993
B14081-B14083_3837bb26-5b8a-4df5-9c8c-1d999cd082b6_2
0190523_085218_602.jpg, 00:02:07, 0.80ft
Fracture Spiral from 12 o'clock to 12 o'clock
B14081-B14083_3d643a4b-db7b-480c-b82a-9a7d79b0451f_2
0190523_085522_358.jpg, 00:03:44, 1.00ft
Tap Break-In at 2 o'clock, 4inch dim / PIPE BROKEN AT THE

BREAK IN
B14081-B14083_5d84024a-5d0b-44d8-bd25-05345c14e9df_2
0190523_085439_452.jpg, 00:03:19, 1.00ft
Broken from 12 o'clock to 12 o'clock / BROKEN PIPE AT

BREAK IN CONNECTION
B14081-B14083_d3701135-caeb-4720-818b-9f0f59bf9224_20
190523_085528_895.jpg, 00:03:44, 1.00ft
Tap Break-In at 2 o'clock, 4inch dim / PIPE BROKEN AT THE

BREAK IN
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Section Pictures - 5/23/2019 - B14081-B14083
Buena KURENDA WAY 5/23/2019 B14081-B14083 2993
B14081-B14083_a626df58-25ed-468a-8e82-e7205ce3f2c7_2
0190523_085709_797.jpg, 00:04:05, 6.00ft
General Observation / RESET COUNTER TO 6 FEET
B14081-B14083_8284e6da-a97c-4273-abeb-db804217dc66_
20190523_085743_722.jpg, 00:04:21, 9.45ft
Joint Offset Large, 1.5Inch
B14081-B14083_6c2f1278-1ba0-4003-a289-93770547c11d_2
0190523_085726_667.jpg, 00:04:16, 9.00ft
Deposits Attached Ragging, 15% of cross sectional area from 4 o'clock to 7 o'clock
B14081-B14083_8ca294af-4b0f-40dc-881c-cb5e1acbb444_20
190523_091440_959.jpg, 00:06:41, 9.70ft
General Observation / CHANGED CAMERA TO SMALLER

UNIT TO TRAVERSE LARGE OFFSET
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Section Pictures - 5/23/2019 - B14081-B14083
Buena KURENDA WAY 5/23/2019 B14081-B14083 2993
B14081-B14083_d35acb0d-9558-4519-894a-9e83a9fb58fc_2
0190523_091511_725.jpg, 00:07:06, 14.85ft
Joint Offset Medium, Start
B14081-B14083_36c9f910-c58c-4fc0-9e61-efb62cd244df_201
90523_091559_990.jpg, 00:07:41, 25.30ft
Joint Offset Medium, Finish
B14081-B14083_5be27299-396b-474d-9455-4e3f8a319beb_2
0190523_091545_901.jpg, 00:07:32, 25.30ft
Joint Offset Large, 1.5Inch
B14081-B14083_3e2ae19c-e5fb-4395-acf0-32ee59ba9ca7_2
0190523_095427_202.jpg, 00:12:41, 30.40ft
General Observation / POST CLEANING
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Section Pictures - 5/23/2019 - B14081-B14083
Buena KURENDA WAY 5/23/2019 B14081-B14083 2993
B14081-B14083_fc5cada3-7537-40a5-bd23-94d1e1cc91a2_2
0190523_091824_592.jpg, 00:09:31, 32.10ft
Tap Break-In at 10 o'clock, 4inch dim / COMPACTED

LATERAL WITH ROOTS
B14081-B14083_13920a98-0bf3-44fb-ac8a-bd909ba00464_2
0190523_091849_080.jpg, 00:09:34, 32.10ft
Roots Tap Lateral from 7 o'clock to 2 o'clock, 60% of cross sectional area
B14081-B14083_a0cc396e-a903-4995-a208-f81c887c59ed_2
0190523_091900_723.jpg, 00:09:31, 32.10ft
Tap Break-In at 10 o'clock, 4inch dim / COMPACTED

LATERAL WITH ROOTS
B14081-B14083_be110adc-f074-41bd-a628-6fa8806b95e4_2
0190523_091902_070.jpg, 00:09:34, 32.10ft
Roots Tap Lateral from 7 o'clock to 2 o'clock, 60% of cross sectional area
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Section Pictures - 5/23/2019 - B14081-B14083
Buena KURENDA WAY 5/23/2019 B14081-B14083 2993
B14081-B14083_742026e5-91fd-4906-a8de-4358ae6f0fc6_20
190523_095513_989.jpg, 00:13:21, 36.05ft
Joint Offset Medium
B14081-B14083_3e9c4507-7f7d-46ab-a7d3-d56823c00026_2
0190523_095556_528.jpg, 00:13:40, 41.25ft
Roots Fine Joint from 9 o'clock to 2 o'clock, within 8 inch B14081-B14083_0ff41601-0c6c-4c98-8601-e0fc77102ea0_20
190523_095538_888.jpg, 00:13:39, 41.25ft
Joint Offset Large, 1.5Inch
B14081-B14083_a0a138f0-d4cc-46e1-9ae3-944613943e52_2
0190523_095626_621.jpg, 00:14:00, 44.90ft
Joint Offset Medium, Start
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Section Pictures - 5/23/2019 - B14081-B14083
Buena KURENDA WAY 5/23/2019 B14081-B14083 2993
B14081-B14083_58a9ad22-e59e-4305-a1be-69140f31e7a9_2
0190523_095642_971.jpg, 00:14:09, 50.30ft
Alignment Left, 10% changed
B14081-B14083_07b3dc6f-4453-4a35-93ac-cb48c9b340e8_2
0190523_095718_056.jpg, 00:14:30, 56.60ft
Joint Offset Large, 1.2Inch
B14081-B14083_b251ae8f-1751-47d6-afa6-c5b6426e2fc9_20
190523_095656_151.jpg, 00:14:14, 51.35ft
Joint Offset Large, 1.35Inch
B14081-B14083_a16475ec-8539-44cf-962f-d989cff6126d_20
190523_095747_739.jpg, 00:14:53, 66.80ft
Joint Offset Large, 1.2Inch
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Section Pictures - 5/23/2019 - B14081-B14083
Buena KURENDA WAY 5/23/2019 B14081-B14083 2993
B14081-B14083_af3a653b-09af-4d4f-9f05-674a03e0c861_20
190523_095846_217.jpg, 00:15:47, 97.30ft
Alignment Left, 5% changed
B14081-B14083_1236ee82-4a70-4aee-97b1-ff2d05df0905_20
190523_095922_871.jpg, 00:16:10, 107.70ft
Roots Fine Joint from 7 o'clock to 2 o'clock, within 8 inch B14081-B14083_a82130df-76e7-4761-975e-03e1b875314a_2
0190523_095914_990.jpg, 00:16:09, 107.70ft
Joint Offset Large, 1.35Inch
B14081-B14083_2c278b1d-0c7f-4184-a3d4-1da11264d285_2
0190523_100130_148.jpg, 00:17:30, 116.00ft
Fracture Spiral from 9 o'clock to 5 o'clock / APPEARS TO

ORIGINATE FROM THE BREAK IN CONNECTION
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Section Pictures - 5/23/2019 - B14081-B14083
Buena KURENDA WAY 5/23/2019 B14081-B14083 2993
B14081-B14083_d98b4199-c6db-4b14-99b2-709003902f38_2
0190523_100016_473.jpg, 00:16:59, 117.05ft
Tap Break-In at 10 o'clock, 4inch dim / LATERAL IS

COMPACTED WITH ROOTS
B14081-B14083_501ff56e-a273-4a03-83aa-9bd91afc3129_20
190523_100207_473.jpg, 00:17:52, 123.05ft
Joint Offset Large, 1.3Inch
B14081-B14083_56ff77bf-e821-4908-a670-04d352f3fb79_201
90523_100034_776.jpg, 00:16:59, 117.05ft
Tap Break-In at 10 o'clock, 4inch dim / LATERAL IS

COMPACTED WITH ROOTS
B14081-B14083_a29f098d-fb88-4185-939f-6de566ff21c9_201
90523_100233_220.jpg, 00:18:07, 124.15ft
Tap Factory Made at 2 o'clock, 4inch dim
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Section Pictures - 5/23/2019 - B14081-B14083
Buena KURENDA WAY 5/23/2019 B14081-B14083 2993
B14081-B14083_6b5373cc-0fa8-4ceb-b4b8-49200ee69610_2
0190523_100238_509.jpg, 00:18:07, 124.15ft
Tap Factory Made at 2 o'clock, 4inch dim
B14081-B14083_86223868-d86d-498b-b397-5ba20ad001a0_
20190523_100637_946.jpg, 00:21:14, 150.75ft
Joint Separated Large
B14081-B14083_a9bd370a-109d-4c84-8d4d-b941cb18d5ac_
20190523_100422_419.jpg, 00:19:50, 145.95ft
Joint Offset Large, 1Inch
B14081-B14083_7b1007af-9ef1-4710-a7b2-435d36e76b74_2
0190523_100626_925.jpg, 00:21:17, 150.75ft
Joint Offset Large, 1.85Inch
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Section Pictures - 5/23/2019 - B14081-B14083
Buena KURENDA WAY 5/23/2019 B14081-B14083 2993
B14081-B14083_9376a685-27f7-4531-ae77-2282b9378ad8_2
0190523_100657_088.jpg, 00:21:59, 150.95ft
Fracture Multiple from 9 o'clock to 1 o'clock
B14081-B14083_19123ef2-f0ea-4c29-84a8-b36c0c3c4d3b_20
190523_100901_735.jpg, 00:23:46, 153.70ft
Tap Break-In Active at 10 o'clock, 4inch dim
B14081-B14083_3acf8939-ecbc-41b7-89c3-0f5cf6604017_20
190523_100830_123.jpg, 00:23:21, 152.90ft
Fracture Circumferential from 10 o'clock to 7 o'clock
B14081-B14083_37ff0391-0f6d-4d09-ae8e-130e6b038836_20
190523_101020_984.jpg, 00:24:56, 156.15ft
Joint Offset Large, 1.35Inch
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No. Description Quantity Unit
Asset ID: OV4026-OV4027
3 Lining of 8" VCP/DIP pipe 209 LF
27 Cleaning and pre-video inspection 209 LF
MH NO. OV4027
MH NO. OV4026
EXIST 8" VCP/DIP SWR
PER D 1777 3 27DEPTH 8.7'
DEPTH 16.4'
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 1
City: Buena Drainage Area: OV4 Upstream MH: OV4026
Street: POHL PL Media Label: Migrated2017 Up Rim to Invert:

Location Code: EASE Flow Control: Downstream MH: OV4027 Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1000 Distance Code Observation Counter Photo Grade

0.00 WL Water level

0.00 MH Manhole/Node / OV4027.00 233050.jpg

0.00 ST Start of Survey

2.50 CC Circular Crack / WITH ROOTS 233056.jpg

2.50 GO General observation 233057.jpg

12.10 GO General observation 233059.jpg

12.10 CLJ Crack longitudinal at joint 233058.jpg

24.10 RJ Roots at joint 233060.jpg

40.80 RJ Roots at joint 233061.jpg

72.40 SA Survey abandoned 233063.jpg

72.40 GO General observation / CONTINUING AFTER VACTOR

CLEANING
233064.jpg

72.40 GO General observation 233062.jpg

79.50 CM Cracks multiple 233065.jpg

79.80 CLJ Crack longitudinal at joint / TAP ROOT 233066.jpg

79.80 BJ Broken pipe at joint 233067.jpg
102.10 BJ Broken pipe at joint 233068.jpg
11/17/2015 Dry Z 1 OV4026-OV4027
Jetting 0.0Upstream 208.2 ' 209.1 '
OV4027
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 2
1:1000 Distance Code Observation Counter Photo Grade
162.90 GO General observation 233069.jpg
205.50 GO General observation / PRE ENTRY TO MH 26 233043.jpg 207.10 MC Material of sewer changes / VCP TO PVC 233044.jpg 209.10 FH Finish of Surveys 233049.jpg
209.10 MH Manhole/Node / OV4026.00 233045.jpg
11/17/2015 Dry Z 1 OV4026-OV4027
Jetting 0.0Upstream 208.2 ' 209.1 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

QOR

OV4026
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Section Pictures - 11/17/2015 - OV4026-OV4027
Buena POHL PL 11/17/2015 OV4026-OV4027 3994
233050.jpg, , 0.00ft
Manhole/Node / OV4027.00
233057.jpg, , 2.50ft
General observation
233056.jpg, , 2.50ft
Circular Crack / WITH ROOTS
233059.jpg, , 12.10ft
General observation
City Street Lateral Segment Reference Nr.
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Section Pictures - 11/17/2015 - OV4026-OV4027
Buena POHL PL 11/17/2015 OV4026-OV4027 3994
233058.jpg, , 12.10ft
Crack longitudinal at joint
233061.jpg, , 40.80ft
Roots at joint
233060.jpg, , 24.10ft
Roots at joint
233063.jpg, , 72.40ft
Survey abandoned
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Section Pictures - 11/17/2015 - OV4026-OV4027
Buena POHL PL 11/17/2015 OV4026-OV4027 3994
233064.jpg, , 72.40ft
General observation / CONTINUING AFTER VACTOR

CLEANING
233065.jpg, , 79.50ft
Cracks multiple
233062.jpg, , 72.40ft
General observation
233066.jpg, , 79.80ft
Crack longitudinal at joint / TAP ROOT
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Section Pictures - 11/17/2015 - OV4026-OV4027
Buena POHL PL 11/17/2015 OV4026-OV4027 3994
233067.jpg, , 79.80ft
Broken pipe at joint
233069.jpg, , 162.90ft
General observation
233068.jpg, , 102.10ft
Broken pipe at joint
233043.jpg, , 205.50ft
General observation / PRE ENTRY TO MH 26
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Section Pictures - 11/17/2015 - OV4026-OV4027
Buena POHL PL 11/17/2015 OV4026-OV4027 3994
233044.jpg, , 207.10ft
Material of sewer changes / VCP TO PVC
233045.jpg, , 209.10ft
Manhole/Node / OV4026.00
233049.jpg, , 209.10ft
Finish of Surveys
City Street Lateral Segment Reference Nr.
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No. Description Quantity Unit
Asset ID: V03174-V03175
No. DS Distance Position Type
1 3 Lining of 8" pipe (VCP) 257 LF
11 Re-establish active lateral connection 1 EA
12 Install lateral T-liner 1 EA
27 Cleaning and pre-video inspection 257 LF
30 Special traffic control 1 EA
100.6' 12:00 BIC
MH NO. V03174
MH NO. V0317530
EXIST 8" VCP SWR
PER VSD-002 3 27
11112

W VISTA WAY
DEPTH 12.4'
DEPTH 16.5'
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 7
City: VISTA Drainage Area: Upstream MH: V03174
Street: W. VISTA WAY Media Label: Migrated2017 Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V03175
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1891 Distance Code Observation Counter Photo Grade

0.00 ST Start of Survey

0.00 MH Manhole/Node / V03174.00 255184.jpg

0.00 WL Water level

4.20 BJ Broken pipe at joint 255190.jpg
102.30 CB Break in Connection 255191.jpg
119.10 LL Bend in pipe left 255192.jpg
124.30 RJ Roots at joint 255193.jpg
134.20 LR Bend in pipe right 255194.jpg
251.80 BJ Broken pipe at joint 255195.jpg
252.20 MH Manhole/Node / V03175.00 255198.jpg
252.20 FH Finish of Surveys 255202.jpg
252.20 B Broken Pipe / AROUND DROPLINE 255197.jpg
252.20 GO General observation 255196.jpg
6/16/2015 Dry V03174-V03175
No Pre-Cleaning 0.0Downstream 250.5 ' 252.2 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

QOR

V03174
V03175
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Section Pictures - 6/16/2015 - V03174-V03175
VISTA W. VISTA WAY 6/16/2015 V03174-V03175 5084
255184.jpg, , 0.00ft
Manhole/Node / V03174.00
255191.jpg, , 102.30ft
Break in Connection
255190.jpg, , 4.20ft
Broken pipe at joint
255192.jpg, , 119.10ft
Bend in pipe left
City Street Lateral Segment Reference Nr.
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Section Pictures - 6/16/2015 - V03174-V03175
VISTA W. VISTA WAY 6/16/2015 V03174-V03175 5084
255193.jpg, , 124.30ft
Roots at joint
255195.jpg, , 251.80ft
Broken pipe at joint
255194.jpg, , 134.20ft
Bend in pipe right
255198.jpg, , 252.20ft
Manhole/Node / V03175.00
City Street Lateral Segment Reference Nr.
05/13/2025
C6
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Section Pictures - 6/16/2015 - V03174-V03175
VISTA W. VISTA WAY 6/16/2015 V03174-V03175 5084
255202.jpg, , 252.20ft
Finish of Surveys
255196.jpg, , 252.20ft
General observation
255197.jpg, , 252.20ft
Broken Pipe / AROUND DROPLINE
City Street Lateral Segment Reference Nr.
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 11
City: VISTA Drainage Area: Upstream MH: V03174
Street: W. VISTA WAY Media Label: Migrated2017 Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V03175
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1891 Distance Code Observation Counter Photo Grade

0.00 MH Manhole/Node / V03174.00 257752.jpg

0.00 WL Water level

0.00 ST Start of Survey

4.20 BJ Broken pipe at joint 257758.jpg
102.30 CB Break in Connection 257759.jpg
119.10 LL Bend in pipe left 257760.jpg
124.30 RJ Roots at joint 257761.jpg
134.20 LR Bend in pipe right 257762.jpg
251.80 BJ Broken pipe at joint 257763.jpg
252.20 FH Finish of Surveys 257770.jpg
252.20 B Broken Pipe / AROUND DROPLINE 257765.jpg
252.20 MH Manhole/Node / V03175.00 257766.jpg
252.20 GO General observation 257764.jpg
6/16/2015 Dry V03174-V03175
No Pre-Cleaning 0.0Downstream 250.5 ' 252.2 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

QOR

V03174
V03175
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Section Pictures - 6/16/2015 - V03174-V03175
VISTA W. VISTA WAY 6/16/2015 V03174-V03175 5084
257752.jpg, , 0.00ft
Manhole/Node / V03174.00
257759.jpg, , 102.30ft
Break in Connection
257758.jpg, , 4.20ft
Broken pipe at joint
257760.jpg, , 119.10ft
Bend in pipe left
City Street Lateral Segment Reference Nr.
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C6
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Section Pictures - 6/16/2015 - V03174-V03175
VISTA W. VISTA WAY 6/16/2015 V03174-V03175 5084
257761.jpg, , 124.30ft
Roots at joint
257763.jpg, , 251.80ft
Broken pipe at joint
257762.jpg, , 134.20ft
Bend in pipe right
257770.jpg, , 252.20ft
Finish of Surveys
City Street Lateral Segment Reference Nr.
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Section Pictures - 6/16/2015 - V03174-V03175
VISTA W. VISTA WAY 6/16/2015 V03174-V03175 5084
257765.jpg, , 252.20ft
Broken Pipe / AROUND DROPLINE
257764.jpg, , 252.20ft
General observation
257766.jpg, , 252.20ft
Manhole/Node / V03175.00
City Street Lateral Segment Reference Nr.
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 15
City: VISTA Drainage Area: Upstream MH: V03174
Street: W. VISTA WAY Media Label: Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V03175
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1891 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V03174 00:00:16 V03174-V
03175_25
5d445c-45

0.00 MWL Water Level, 0% of the vertical dimension / 0 00:00:37

0.00 MGO General Observation / MH V03174 INSPECTION. GOOD 00:01:19

6.00 MGO General Observation / SET TO 6 00:02:17
100.60 TB Tap Break-In at 12 o'clock, 4inch dim 00:07:05 V03174-V 03175_52
d058f7-a5
249.07 BVV Broken Void Visible from 6 o'clock to 8 o'clock 00:16:08 S5 249.80 FM Fracture Multiple from 5 o'clock to 7 o'clock 00:16:22 S4 250.54 MGO General Observation / DROPLINE V03175 INSPECTION.

OK. FRACTURES VISIBLE IN THE DROPLINE.
00:17:27
250.55 AMH Manhole / V03175 DROPLINE 00:17:41
3/25/2022 130714 OLIVEROS 0703002691 V03174-V03175
Not Known 0.0Downstream 250.5 ' 250.5 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5141 0000 9.0 0.0 4.5 0.0 4.59.0
QOR
5141
V03174
V03175
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Section Pictures - 3/25/2022 - V03174-V03175
VISTA W. VISTA WAY 3/25/2022 V03174-V03175 5084
V03174-V03175_255d445c-4534-4626-a68f-5b7d0fb05260_2
0220325_084253_565.jpg, 00:00:16, 0.00ft
Manhole / V03174
V03174-V03175_bb16d238-4751-4ed7-9e72-7dec806169b9_
20220325_090158_388.jpg, 00:07:05, 100.60ft
Tap Break-In at 12 o'clock, 4inch dim
V03174-V03175_52d058f7-a55d-4211-b959-51aa29ef5348_2
0220325_090145_044.jpg, 00:07:05, 100.60ft
Tap Break-In at 12 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
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No. Description Quantity Unit
Asset ID: V04045-V04046
No. DS Distance Position Type
1 2
3 4
5 3 Lining of 8" pipe (VCP) 339 LF
11 Re-establish lateral connection 11 EA
12 Install T-liner 11 EA
27 Cleaning and pre-video inspection 339 LF

3.0' 3:00 WYE

55.2' 3:00 WYE
115.0' 3:00 WYE
151.4' 9:00 WYE
174.6' 3:00 WYE
6 7
8 9
10 222.8' 10:00 WYE
252.4' 3:00 WYE
268.4' 10:00 WYE
311.4' 3:00 WYE
334.1' 10:00 WYE
11 336.4' 3:00 WYE
MH NO. V04045
MH V04046
1 11 12
2 11 12
3 11 12
4 11 12
5 11 12
6 11 12
7 11 12
8 11 12
9 11 12
10 11 12
11 11 12
EXIST 8" VCP SWR
PER NS 0125 3 27

TYLEE ST

YACON ST
CONSTRUCTION NOTE: CLEANOUT V04045 TO BE REPLACED PER SEPARATE CONTRACT.

REPAIR WORK ON THIS PIPE TO BE PERFORMED AT END OF SCHEDULE.

DEPTH 9.7'
DEPTH 6.7'
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 17
City: VISTA Drainage Area: Upstream MH: V04045
Street: 1105 TYLEE ST Media Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: V04046
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1075 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V04046 00:00:16 V04045-V
04046_e5
90824d-59

0.00 MWL Water Level, 5% of the vertical dimension 00:00:18

0.00 MGO General Observation / MH V04046 INSPECTION GOOD 00:00:30 V04045-V 04046_17
8e8324-6f

3.00 TF Tap Factory Made at 3 o'clock, 3inch dim, within 8 inch 00:00:49 V04045-V 04046_f11
54ff7-fa86-

6.00 MGO General Observation / SET 6FT 00:01:12

6.00 RFJ Roots Fine Joint at 7 o'clock, within 8 inch 00:01:27 V04045-V 04046_30
0da46c-d7
M1

8.00 S01 DAGS Deposits Attached Grease, 5% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch, Start
00:01:38

20.00 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch 00:02:13 V04045-V 04046_56
50e4c4-07
M1

26.70 RFJ Roots Fine Joint at 7 o'clock, within 8 inch 00:02:35 V04045-V 04046_83
1edcba-cb
M1

30.10 RFJ Roots Fine Joint at 5 o'clock, within 8 inch 00:02:47 V04045-V 04046_83
31e324-67
M1

43.65 RFJ Roots Fine Joint at 5 o'clock, within 8 inch 00:03:18 V04045-V 04046_21
54f1bb-e3
M1

46.95 S02 RFJ Roots Fine Joint from 5 o'clock to 7 o'clock, Start, within 8 inch
00:03:37

55.15 TF Tap Factory Made at 3 o'clock, 5inch dim, within 8 inch 00:04:04 V04045-V 04046_08
8dec84-f4

69.90 S03 RMJ Roots Medium Joint from 5 o'clock to 7 o'clock, 25% lost, Start, within 8 inch
00:04:58 V04045-V
04046_8a
b66619-02
114.95 TF Tap Factory Made at 2 o'clock, 3inch dim, within 8 inch 00:06:32 V04045-V 04046_bac
e5f49-d10
115.00 RBL Roots Ball Lateral at 3 o'clock, 55% lost, within 8 inch 00:06:43 V04045-V 04046_6c2
e2d30-f8d
M4
2/22/2021 121953 ARROYO 0703002691 V04045-V04046
Not Known 0.0Upstream 339.3 ' 339.3 '
V04046
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 18
1:1075 Distance Code Observation Counter Photo Grade
115.60 F03 RMJ Roots Medium Joint from 5 o'clock to 7 o'clock, 25% lost, Finish, within 8 inch
00:07:00 M3
115.60 S04 RMJ Roots Medium Joint from 2 o'clock to 10 o'clock, 15% lost, Start, within 8 inch
00:07:02 V04045-V
04046_09
77c703-7d
122.20 F04 RMJ Roots Medium Joint from 2 o'clock to 10 o'clock, 15% lost, Finish, within 8 inch
00:07:24 M3
123.00 S06 RMJ Roots Medium Joint from 4 o'clock to 8 o'clock, 25% lost, Start, within 8 inch
00:07:58 V04045-V
04046_5b
181d22-26
141.90 S07 RBJ Roots Ball Joint from 4 o'clock to 8 o'clock, 55% lost, Start, within 8 inch
00:10:15
141.90 F06 RMJ Roots Medium Joint from 4 o'clock to 8 o'clock, 25% lost, Finish, within 8 inch
00:10:17 M3
151.35 TF Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch 00:10:53 V04045-V 04046_99
490ea2-89
151.45 RBL Roots Ball Lateral at 9 o'clock, 95% lost, within 8 inch 00:11:13 V04045-V 04046_d2
052351-fd
M4
151.80 MGO General Observation / JETT CLEANING 00:13:08 V04045-V 04046_94
a76b43-c4
165.70 F07 RBJ Roots Ball Joint from 4 o'clock to 8 o'clock, 55% lost, Finish, within 8 inch
00:13:43 M4
174.55 TF Tap Factory Made at 3 o'clock, 3inch dim, within 8 inch 00:14:12 V04045-V 04046_4dc
baae7-fba
174.60 RBL Roots Ball Lateral at 3 o'clock, 55% lost, within 8 inch 00:14:22 V04045-V 04046_f25
2b7ff-38d2
M4
186.75 F02 RFJ Roots Fine Joint from 5 o'clock to 7 o'clock, Finish, within 8 inch
00:14:58 M1
199.05 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch 00:15:37 V04045-V 04046_32
491357-64
M1
222.75 TF Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch 00:16:29 V04045-V 04046_9a
ab5f0c-b2
223.20 CC Crack Circumferential from 11 o'clock to 1 o'clock, within 8 inch
00:16:41 V04045-V
04046_07
97a296-4f
S1
252.40 TF Tap Factory Made at 3 o'clock, 3inch dim, within 8 inch 00:17:51 V04045-V 04046_a1
5311ee-ea
268.35 TF Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch 00:18:32 V04045-V 04046_a0c
384d3-1a0
292.90 RFJ Roots Fine Joint at 5 o'clock, within 8 inch 00:19:31 V04045-V 04046_09
6f8535-da
M1
311.35 TF Tap Factory Made at 3 o'clock, 3inch dim, within 8 inch 00:20:19 V04045-V 04046_01
a262aa-c3
2/22/2021 121953 ARROYO 0703002691 V04045-V04046
Not Known 0.0Upstream 339.3 ' 339.3 '
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 19
1:1075 Distance Code Observation Counter Photo Grade
334.05 TFA Tap Factory Made Active at 10 o'clock, 3inch dim, within 8 inch
00:21:14 V04045-V
04046_9b
9397e3-9c
336.40 TF Tap Factory Made at 3 o'clock, 3inch dim, within 8 inch 00:21:28 V04045-V 04046_2b
6c32f5-ccd
337.65 MGO General Observation / PRE ENTRY CLEAN OUT V04045 00:21:39 V04045-V 04046_97
4b6880-19
339.10 F01 DAGS Deposits Attached Grease, 5% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch, Finish
00:21:52 M2
339.10 MGO General Observation / CLEAN OUT V04045 INSPECTION GOOD
00:21:56 V04045-V
04046_90
a3024b-79
339.25 ACOM Cleanout Mainline / V04045 00:22:05 V04045-V 04046_55
88e11b-b2
2/22/2021 121953 ARROYO 0703002691 V04045-V04046
Not Known 0.0Upstream 339.3 ' 339.3 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
1100 483A 1.0 241.0 1.0 2.0 2.0242.0
QOR
483A
V04045
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Section Pictures - 2/22/2021 - V04045-V04046
VISTA 1105 TYLEE ST 2/22/2021 V04045-V04046 5203
V04045-V04046_e590824d-598c-41b8-a7e0-3d46c84ec358_
20210222_111458_956.jpg, 00:00:16, 0.00ft
Manhole / V04046
V04045-V04046_f1154ff7-fa86-45a8-b26b-428bcfd2c3be_202
10222_111601_106.jpg, 00:00:49, 3.00ft
Tap Factory Made at 3 o'clock, 3inch dim, within 8 inch V04045-V04046_178e8324-6f5a-4d85-9836-5eaced32d716_2
0210222_111531_814.jpg, 00:00:30, 0.00ft
General Observation / MH V04046 INSPECTION GOOD
V04045-V04046_384defd6-5742-4d53-a651-ebdde8e4123e_2
0210222_111607_065.jpg, 00:00:49, 3.00ft
Tap Factory Made at 3 o'clock, 3inch dim, within 8 inch City Street Date Lateral Segment Reference Nr.
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Section Pictures - 2/22/2021 - V04045-V04046
VISTA 1105 TYLEE ST 2/22/2021 V04045-V04046 5203
V04045-V04046_300da46c-d7fa-47ce-961f-41267a034c12_2
0210222_111707_874.jpg, 00:01:27, 6.00ft
Roots Fine Joint at 7 o'clock, within 8 inch
V04045-V04046_831edcba-cbc6-4830-9259-e8e64dd69e4b_
20210222_111840_724.jpg, 00:02:35, 26.70ft
Roots Fine Joint at 7 o'clock, within 8 inch
V04045-V04046_5650e4c4-07fe-4980-be10-c95314f84592_2
0210222_111811_970.jpg, 00:02:13, 20.00ft
Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch V04045-V04046_8331e324-67f7-4465-8dfe-10c7cbac5dff_20
210222_111900_677.jpg, 00:02:47, 30.10ft
Roots Fine Joint at 5 o'clock, within 8 inch
City Street Date Lateral Segment Reference Nr.
05/13/2025
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Section Pictures - 2/22/2021 - V04045-V04046
VISTA 1105 TYLEE ST 2/22/2021 V04045-V04046 5203
V04045-V04046_2154f1bb-e3be-427f-9cdf-8afba41f6247_202
10222_111937_907.jpg, 00:03:18, 43.65ft
Roots Fine Joint at 5 o'clock, within 8 inch
V04045-V04046_27bfe077-dc95-4f77-8d50-bed83d666b3b_2
0210222_112103_982.jpg, 00:04:04, 55.15ft
Tap Factory Made at 3 o'clock, 5inch dim, within 8 inch V04045-V04046_088dec84-f48a-4065-a42a-636862f71148_2
0210222_112059_233.jpg, 00:04:04, 55.15ft
Tap Factory Made at 3 o'clock, 5inch dim, within 8 inch V04045-V04046_8ab66619-0238-47eb-8dbd-6a7499fb6e0b_2
0210222_112209_452.jpg, 00:04:58, 69.90ft
Roots Medium Joint from 5 o'clock to 7 o'clock, 25% lost, Start, within 8 inch
City Street Date Lateral Segment Reference Nr.
05/13/2025
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Section Pictures - 2/22/2021 - V04045-V04046
VISTA 1105 TYLEE ST 2/22/2021 V04045-V04046 5203
V04045-V04046_bace5f49-d10d-44c0-b604-82030a374d05_2
0210222_112351_848.jpg, 00:06:32, 114.95ft
Tap Factory Made at 2 o'clock, 3inch dim, within 8 inch V04045-V04046_6c2e2d30-f8d8-4204-80c5-7f32948b3c1c_20
210222_112415_535.jpg, 00:06:43, 115.00ft
Roots Ball Lateral at 3 o'clock, 55% lost, within 8 inch V04045-V04046_f3b3d5cc-efa6-403e-a8bc-49a86c2afa39_20
210222_112357_144.jpg, 00:06:32, 114.95ft
Tap Factory Made at 2 o'clock, 3inch dim, within 8 inch V04045-V04046_0977c703-7d3c-48ee-9bfa-c2e3cf3692a1_20
210222_112500_830.jpg, 00:07:02, 115.60ft
Roots Medium Joint from 2 o'clock to 10 o'clock, 15% lost, Start, within 8 inch
City Street Date Lateral Segment Reference Nr.
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Section Pictures - 2/22/2021 - V04045-V04046
VISTA 1105 TYLEE ST 2/22/2021 V04045-V04046 5203
V04045-V04046_5b181d22-26de-4e64-83d1-80b7a890ac7b_
20210222_112625_402.jpg, 00:07:58, 123.00ft
Roots Medium Joint from 4 o'clock to 8 o'clock, 25% lost, Start, within 8 inch
V04045-V04046_7b5d8aee-0b76-44da-a149-c0bed2f4bcdc_2
0210222_113004_087.jpg, 00:10:53, 151.35ft
Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch V04045-V04046_99490ea2-896e-41a2-b93f-ddaa8643ae6d_2
0210222_112958_795.jpg, 00:10:53, 151.35ft
Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch V04045-V04046_d2052351-fdba-4686-9479-9f064f7d8967_20
210222_113033_643.jpg, 00:11:13, 151.45ft
Roots Ball Lateral at 9 o'clock, 95% lost, within 8 inch City Street Date Lateral Segment Reference Nr.
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Section Pictures - 2/22/2021 - V04045-V04046
VISTA 1105 TYLEE ST 2/22/2021 V04045-V04046 5203
V04045-V04046_5846bb12-9e84-434d-9140-d3ab0d75e480_
20210222_113035_227.jpg, 00:11:13, 151.45ft
Roots Ball Lateral at 9 o'clock, 95% lost, within 8 inch V04045-V04046_4dcbaae7-fbae-4cd7-b7b3-a34207445bd5_2
0210222_125628_547.jpg, 00:14:12, 174.55ft
Tap Factory Made at 3 o'clock, 3inch dim, within 8 inch V04045-V04046_94a76b43-c4e4-444a-9dd8-d7f584f0ad7a_2
0210222_125453_507.jpg, 00:13:08, 151.80ft
General Observation / JETT CLEANING
V04045-V04046_179fd3b5-1610-4aee-8b97-5cfd3854b754_2
0210222_125632_905.jpg, 00:14:12, 174.55ft
Tap Factory Made at 3 o'clock, 3inch dim, within 8 inch City Street Date Lateral Segment Reference Nr.
05/13/2025
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Section Pictures - 2/22/2021 - V04045-V04046
VISTA 1105 TYLEE ST 2/22/2021 V04045-V04046 5203
V04045-V04046_f252b7ff-38d2-48fa-9a6c-2bde896e18e7_20
210222_125655_169.jpg, 00:14:22, 174.60ft
Roots Ball Lateral at 3 o'clock, 55% lost, within 8 inch V04045-V04046_9aab5f0c-b23d-4f6d-b26f-ac8e8d7501b1_20
210222_125924_225.jpg, 00:16:29, 222.75ft
Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch V04045-V04046_32491357-64a1-46a9-8a3c-4e042249c8a6_
20210222_125821_511.jpg, 00:15:37, 199.05ft
Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch V04045-V04046_95b31c4e-4e64-48b3-8c36-5518b6e09d75_
20210222_125930_539.jpg, 00:16:29, 222.75ft
Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch City Street Date Lateral Segment Reference Nr.
05/13/2025
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Section Pictures - 2/22/2021 - V04045-V04046
VISTA 1105 TYLEE ST 2/22/2021 V04045-V04046 5203
V04045-V04046_0797a296-4fd2-426b-b57e-ed1904ad232a_2
0210222_125945_625.jpg, 00:16:41, 223.20ft
Crack Circumferential from 11 o'clock to 1 o'clock, within 8 inch V04045-V04046_a15311ee-ea7e-477f-a683-def3c5d2fdee_20
210222_130105_281.jpg, 00:17:51, 252.40ft
Tap Factory Made at 3 o'clock, 3inch dim, within 8 inch V04045-V04046_d31a96f8-1415-4c7d-8b6f-8e3c98ab67c9_2
0210222_125957_132.jpg, 00:16:41, 223.20ft
Crack Circumferential from 11 o'clock to 1 o'clock, within 8 inch V04045-V04046_1c61a6ea-883e-4862-9b90-a50359b7a314_
20210222_130109_470.jpg, 00:17:51, 252.40ft
Tap Factory Made at 3 o'clock, 3inch dim, within 8 inch City Street Date Lateral Segment Reference Nr.
05/13/2025
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Section Pictures - 2/22/2021 - V04045-V04046
VISTA 1105 TYLEE ST 2/22/2021 V04045-V04046 5203
V04045-V04046_a0c384d3-1a01-43ac-8794-2adce090ea54_
20210222_130156_627.jpg, 00:18:32, 268.35ft
Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch V04045-V04046_096f8535-dac0-405e-abc3-4738e2cf1da9_2
0210222_130308_328.jpg, 00:19:31, 292.90ft
Roots Fine Joint at 5 o'clock, within 8 inch
V04045-V04046_827cfbf5-a129-4afa-a42f-35f40d4f192a_202
10222_130200_808.jpg, 00:18:32, 268.35ft
Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch V04045-V04046_01a262aa-c32f-4ac1-96a0-827246936b2d_2
0210222_130417_531.jpg, 00:20:19, 311.35ft
Tap Factory Made at 3 o'clock, 3inch dim, within 8 inch City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
257 of 563

Section Pictures - 2/22/2021 - V04045-V04046
VISTA 1105 TYLEE ST 2/22/2021 V04045-V04046 5203
V04045-V04046_2007dfd2-dfcd-425e-b66a-8764c88f95a6_20
210222_130422_016.jpg, 00:20:19, 311.35ft
Tap Factory Made at 3 o'clock, 3inch dim, within 8 inch V04045-V04046_c2b16d0b-de04-4242-a79d-f0367f097d54_2
0210222_130526_011.jpg, 00:21:14, 334.05ft
Tap Factory Made Active at 10 o'clock, 3inch dim, within 8 inch V04045-V04046_9b9397e3-9c9d-4507-baf3-25aa4c9a70c4_2
0210222_130521_959.jpg, 00:21:14, 334.05ft
Tap Factory Made Active at 10 o'clock, 3inch dim, within 8 inch V04045-V04046_2b6c32f5-ccd1-40bd-a893-d912492393e2_2
0210222_130544_401.jpg, 00:21:28, 336.40ft
Tap Factory Made at 3 o'clock, 3inch dim, within 8 inch City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
258 of 563

Section Pictures - 2/22/2021 - V04045-V04046
VISTA 1105 TYLEE ST 2/22/2021 V04045-V04046 5203
V04045-V04046_0f0f95a6-2234-401a-bdb7-4af19b1dbadf_20
210222_130547_941.jpg, 00:21:28, 336.40ft
Tap Factory Made at 3 o'clock, 3inch dim, within 8 inch V04045-V04046_90a3024b-7973-4155-91f8-d6aa5d322bb3_2
0210222_130650_300.jpg, 00:21:56, 339.10ft
General Observation / CLEAN OUT V04045 INSPECTION
GOOD
V04045-V04046_974b6880-19e0-474e-9a6c-867d8d311560_
20210222_130614_217.jpg, 00:21:39, 337.65ft
General Observation / PRE ENTRY CLEAN OUT V04045
V04045-V04046_5588e11b-b232-4986-b351-857287d34563_
20210222_130704_636.jpg, 00:22:05, 339.25ft
Cleanout Mainline / V04045
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
259 of 563
No. Description Quantity Unit
Asset ID: V08011-V08017.C0
3 Lining of 6"/8" pipe (VCP) 178 LF
11 Re-establish lateral connection TBD EA
27 Cleaning and pre-video inspection 178 LF
12 Install lateral T-liner TBD EA
MH NO. V08017.C0
MH NO. V08010
EXIST 8" SWR
PER D 3506 3 27VISTA VILLAGE DR

MAIN ST
N. MICHIGAN AV
DEPTH 5.5'
DEPTH 7.8'
CONSTRUCTION NOTES:

REPAIR WORK ON THIS PIPE TO BE PERFORMED AT END OF SCHEDULE. 1) SEWER CLEANOUT V08010 TO BE REPLACED PER SEPARATE CONTRACT. 2) PIPE TRANSITIONS FROM 8" TO 6" VCP BEHIND SIDEWALK.
3) DETERMINE ACTIVE LATERALS WHERE CONNECTIONS NEED TO BE RE-ESTABLISHED. 05/13/2025
C6
260 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 3
City: Buena Drainage Area: V08 Upstream MH: V08011
Street: Michigan Av Media Label: Up Rim to Invert:

Location Code: C/W Flow Control: Downstream MH: V08017.C0 Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Polyvinyl Chloride Purpose: Joints failed: 0 Lining Method: Other Owner:

Additional Info:
1:677 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V08017 C0 00:00:05 V08011-V
08017.C0_
1023e4a4-

0.00 MWL Water Level, 5% of the vertical dimension 00:00:18 V08011-V 08017.C0_
36a78101-

0.00 MGO General Observation / MH V08017 C0 INSPECTION IS GOOD
00:01:10 V08011-V
08017.C0_
dc058baf-

6.00 MGO General Observation / SET TO 6 FEET 00:02:00 V08011-V 08017.C0_
d8ce812a-

6.00 S01 DAGS Deposits Attached Grease, 5% of cross sectional area from 4 o'clock to 8 o'clock, Start
00:02:03 V08011-V
08017.C0_
e8b96de0-

22.00 MSC Shape or Size Change, 6inch dim / PIPE REDUCES FROM 8 TO 6
00:05:15

24.06 MMC Material Change / PVC TO VCP 00:04:17

24.07 MGO General Observation / SEWER FITTING V08011. THIS SHOULD HAVE BEEN THE END OF THE INSPECTION.
00:04:18 V08011-V
08017.C0_
2b2de536-

25.00 MSC Shape or Size Change, 8inch dim / PIPE GROWS FROM 6 TO 8
00:05:15

25.60 FL Fracture Longitudinal at 12 o'clock 00:05:15 V08011-V 08017.C0_
fd58cbca-8
S3

26.45 BVV Broken Void Visible from 11 o'clock to 1 o'clock 00:05:53 V08011-V 08017.C0_
c1eeca45-
S5

27.70 DAGS Deposits Attached Grease, 15% of cross sectional area from 3 o'clock to 9 o'clock
00:06:34 M3

29.65 S02 DAGS Deposits Attached Grease, 25% of cross sectional area from 3 o'clock to 9 o'clock, Start
00:08:38 V08011-V
08017.C0_
690b6e57-

30.75 TFC Tap Factory Made Capped at 2 o'clock, 3inch dim, within 8 inch
00:08:22 V08011-V
08017.C0_
ea19932b-

31.45 S03 RFJ Roots Fine Joint from 9 o'clock to 3 o'clock, Start, within 8 inch
00:09:09 V08011-V
08017.C0_
950f7395-

32.80 TFC Tap Factory Made Capped at 10 o'clock, 3inch dim, within 8 inch
00:09:28 V08011-V
08017.C0_
fb431d22-
8/11/2020 114835 OLIVEROS 0703002691 V08011-V08017.C0
Not Known 0.0Upstream 178.2 ' 178.2 '
V08017.C0
05/13/2025
C6
261 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 4
1:677 Distance Code Observation Counter Photo Grade

58.50 BSV Broken Soil Visible at 12 o'clock, 2inch defective, 2inch intrusion
00:13:50 V08011-V
08017.C0_
17cb317e-
S5

58.85 MGO General Observation / PIPE CLEANED 00:13:24 V08011-V 08017.C0_
f076c054-

59.55 TB Tap Break-In at 12 o'clock, 3inch dim, within 8 inch 00:13:36 V08011-V 08017.C0_
977e9d30-

72.85 TB Tap Break-In at 2 o'clock, 3inch dim, within 8 inch / 50

PERCENT ROOTS
00:14:56 V08011-V
08017.C0_
8c3e7176-

74.75 TB Tap Break-In at 12 o'clock, 3inch dim, within 8 inch 00:15:28 V08011-V 08017.C0_
63262935-

81.25 TF Tap Factory Made at 2 o'clock, 3inch dim / 99 PERCENT

FULL OF ROOTS
00:16:10 V08011-V
08017.C0_
eef75c91-c

85.35 TF Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch / 100 PERCENT FULL
00:16:47 V08011-V
08017.C0_
f236c535-

96.20 TB Tap Break-In at 2 o'clock, 3inch dim / 80PERCENT FULL

OF ROOTS
00:17:43 V08011-V
08017.C0_
2fe4fd8d-2
131.75 TFC Tap Factory Made Capped at 2 o'clock, 3inch dim, within 8 inch
00:20:02 V08011-V
08017.C0_
3e54f951-
142.80 SSSZ Surface Spalling Other from 11 o'clock to 1 o'clock 00:21:07 V08011-V 08017.C0_
3d8e22bd-
S2
152.35 TB Tap Break-In at 1 o'clock, 3inch dim, within 8 inch 00:22:00 V08011-V 08017.C0_
d4fa1118-
156.15 TF Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch 00:22:33 V08011-V 08017.C0_
0ec064aa-
173.20 FL Fracture Longitudinal at 10 o'clock, 4inch defective 00:24:23 V08011-V 08017.C0_
4c896342-
S3
174.10 TB Tap Break-In at 10 o'clock, 3inch dim, within 8 inch 00:24:06 V08011-V 08017.C0_
7646e03d-
175.00 TBA Tap Break-In Active at 12 o'clock, 3inch dim, within 8 inch 00:24:46 V08011-V 08017.C0_
66f653b5-
175.45 FM Fracture Multiple from 10 o'clock to 2 o'clock, 2inch defective
00:25:15 S4
175.95 TBA Tap Break-In Active at 12 o'clock, 3inch dim, within 8 inch 00:25:25 V08011-V 08017.C0_
1645edb2-
8/11/2020 114835 OLIVEROS 0703002691 V08011-V08017.C0
Not Known 0.0Upstream 178.2 ' 178.2 '
05/13/2025
C6
262 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 5
1:677 Distance Code Observation Counter Photo Grade
176.60 F01 DAGS Deposits Attached Grease, 5% of cross sectional area from 4 o'clock to 8 o'clock, Finish
00:26:02 M2
176.60 F02 DAGS Deposits Attached Grease, 25% of cross sectional area from 3 o'clock to 9 o'clock, Finish
00:26:04 M4
176.60 F03 RFJ Roots Fine Joint from 9 o'clock to 3 o'clock, Finish, within 8 inch
00:26:05 M1
176.60 MGO General Observation / CLEANOUT V08010 00:26:07 177.80 B Broken from 12 o'clock to 12 o'clock 00:26:21 V08011-V 08017.C0_
13419de4-
S5
178.15 ACOM Cleanout Mainline / INSPECTION ACTUALLY ENDS WITH MH V08010
00:26:31 V08011-V
08017.C0_
28d4f2a6-
8/11/2020 114835 OLIVEROS 0703002691 V08011-V08017.C0
Not Known 0.0Upstream 178.2 ' 178.2 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5341 4D31 27.0 216.0 3.9 2.3 2.4243.0
QOR
534E
V08011
05/13/2025
C6
263 of 563

Section Pictures - 8/11/2020 - V08011-V08017.C0
Buena Michigan Av 8/11/2020 V08011-V08017.C0 5649
V08011-V08017.C0_1023e4a4-722b-47bd-8fdb-1f6aa160f6c5
_20200811_092130_841.jpg, 00:00:05, 0.00ft
Manhole / V08017 C0
V08011-V08017.C0_dc058baf-d99b-41d0-ae77-d8e7cb16de1
3_20200811_092305_752.jpg, 00:01:10, 0.00ft
General Observation / MH V08017 C0 INSPECTION IS GOOD
V08011-V08017.C0_36a78101-d0d8-474d-8f9f-656cdc3ca26e
_20200811_092153_328.jpg, 00:00:18, 0.00ft
Water Level, 5% of the vertical dimension
V08011-V08017.C0_d8ce812a-2c7a-4235-9af6-de4f28dfe8cc
_20200811_092431_508.jpg, 00:02:00, 6.00ft
General Observation / SET TO 6 FEET
City Street Lateral Segment Reference Nr.
05/13/2025
C6
264 of 563

Section Pictures - 8/11/2020 - V08011-V08017.C0
Buena Michigan Av 8/11/2020 V08011-V08017.C0 5649
V08011-V08017.C0_e8b96de0-c91b-4622-b310-b9496de1e3
6e_20200811_092447_144.jpg, 00:02:03, 6.00ft
Deposits Attached Grease, 5% of cross sectional area from 4 o'clock to 8 o'clock, Start
V08011-V08017.C0_fd58cbca-8a98-47dc-9dee-705a6532877
3_20200811_093136_151.jpg, 00:05:15, 25.60ft
Fracture Longitudinal at 12 o'clock
V08011-V08017.C0_2b2de536-5689-4550-b6d7-c2402c6a16d
1_20230207_100441_354.jpg, 00:04:18, 24.07ft
General Observation / SEWER FITTING V08011. THIS
SHOULD HAVE BEEN THE END OF THE INSPECTION.

V08011-V08017.C0_c1eeca45-91b2-422a-b305-bf8d07202e1
0_20200811_093223_091.jpg, 00:05:53, 26.45ft
Broken Void Visible from 11 o'clock to 1 o'clock
City Street Lateral Segment Reference Nr.
05/13/2025
C6
265 of 563

Section Pictures - 8/11/2020 - V08011-V08017.C0
Buena Michigan Av 8/11/2020 V08011-V08017.C0 5649
V08011-V08017.C0_b456d63d-f2c9-4031-986f-5c7df2904c92
_20200811_093229_445.jpg, 00:05:53, 26.45ft
Broken Void Visible from 11 o'clock to 1 o'clock
V08011-V08017.C0_ea19932b-f588-4643-a640-9ad27165045
e_20200811_093845_876.jpg, 00:08:22, 30.75ft
Tap Factory Made Capped at 2 o'clock, 3inch dim, within 8 inch
V08011-V08017.C0_690b6e57-914d-4880-9beb-02f84a44af2
9_20200811_093918_638.jpg, 00:08:38, 29.65ft
Deposits Attached Grease, 25% of cross sectional area from 3 o'clock to 9 o'clock, Start
V08011-V08017.C0_0a20d438-813a-4a3a-96c9-c0901d00d96
5_20200811_093856_726.jpg, 00:08:22, 30.75ft
Tap Factory Made Capped at 2 o'clock, 3inch dim, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
266 of 563

Section Pictures - 8/11/2020 - V08011-V08017.C0
Buena Michigan Av 8/11/2020 V08011-V08017.C0 5649
V08011-V08017.C0_950f7395-c13e-4053-be9a-f1fa5f84610d
_20200811_094003_511.jpg, 00:09:09, 31.45ft
Roots Fine Joint from 9 o'clock to 3 o'clock, Start, within 8 inch V08011-V08017.C0_1a9c120c-686b-4493-bddb-e40ad161c36
7_20200811_094038_278.jpg, 00:09:28, 32.80ft
Tap Factory Made Capped at 10 o'clock, 3inch dim, within 8 inch
V08011-V08017.C0_fb431d22-7532-463a-8a29-849598bd97c
3_20200811_094032_141.jpg, 00:09:28, 32.80ft
Tap Factory Made Capped at 10 o'clock, 3inch dim, within 8 inch
V08011-V08017.C0_17cb317e-36bc-403d-85e9-2d9b850b095
1_20200811_110534_861.jpg, 00:13:50, 58.50ft
Broken Soil Visible at 12 o'clock, 2inch defective, 2inch intrusion
City Street Lateral Segment Reference Nr.
05/13/2025
C6
267 of 563

Section Pictures - 8/11/2020 - V08011-V08017.C0
Buena Michigan Av 8/11/2020 V08011-V08017.C0 5649
V08011-V08017.C0_f076c054-96f4-406c-bc44-087d3f750c8d
_20200811_110451_885.jpg, 00:13:24, 58.85ft
General Observation / PIPE CLEANED
V08011-V08017.C0_9ec0c2cd-c8b5-402e-b9ad-147124f5399
0_20200811_110515_988.jpg, 00:13:36, 59.55ft
Tap Break-In at 12 o'clock, 3inch dim, within 8 inch
V08011-V08017.C0_977e9d30-2bc1-4fd8-b28d-c881892d38d
9_20200811_110510_430.jpg, 00:13:36, 59.55ft
Tap Break-In at 12 o'clock, 3inch dim, within 8 inch
V08011-V08017.C0_8c3e7176-c3c9-4e20-9c01-39412f13c2a
d_20200811_110654_878.jpg, 00:14:56, 72.85ft
Tap Break-In at 2 o'clock, 3inch dim, within 8 inch / 50

PERCENT ROOTS
City Street Lateral Segment Reference Nr.
05/13/2025
C6
268 of 563

Section Pictures - 8/11/2020 - V08011-V08017.C0
Buena Michigan Av 8/11/2020 V08011-V08017.C0 5649
V08011-V08017.C0_2c9ec6c2-c1cc-4522-a926-a070438aa25
0_20200811_110702_104.jpg, 00:14:56, 72.85ft
Tap Break-In at 2 o'clock, 3inch dim, within 8 inch / 50

PERCENT ROOTS
V08011-V08017.C0_d407688f-768d-42aa-b916-3e94a58bae2
d_20200811_110739_360.jpg, 00:15:28, 74.75ft
Tap Break-In at 12 o'clock, 3inch dim, within 8 inch
V08011-V08017.C0_63262935-c221-41b0-8f42-22038608ebb
0_20200811_110734_364.jpg, 00:15:28, 74.75ft
Tap Break-In at 12 o'clock, 3inch dim, within 8 inch
V08011-V08017.C0_eef75c91-ce01-406c-a97e-0ba4668fa621
_20200811_110836_718.jpg, 00:16:10, 81.25ft
Tap Factory Made at 2 o'clock, 3inch dim / 99 PERCENT FULL

OF ROOTS
City Street Lateral Segment Reference Nr.
05/13/2025
C6
269 of 563

Section Pictures - 8/11/2020 - V08011-V08017.C0
Buena Michigan Av 8/11/2020 V08011-V08017.C0 5649
V08011-V08017.C0_8461c860-a4a0-4c83-a5e7-12bcbbdcf4e
9_20200811_110841_282.jpg, 00:16:10, 81.25ft
Tap Factory Made at 2 o'clock, 3inch dim / 99 PERCENT FULL

OF ROOTS
V08011-V08017.C0_7078a8c5-4c29-45b1-9450-ca57cd647f1
9_20200811_110947_052.jpg, 00:16:47, 85.35ft
Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch / 100

PERCENT FULL
V08011-V08017.C0_f236c535-a05b-4668-9df1-3cd55a71938d
_20200811_110941_628.jpg, 00:16:47, 85.35ft
Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch / 100

PERCENT FULL
V08011-V08017.C0_2fe4fd8d-289a-41c8-ae28-09768ca6d6e3
_20200811_111106_538.jpg, 00:17:43, 96.20ft
Tap Break-In at 2 o'clock, 3inch dim / 80PERCENT FULL OF ROOTS
City Street Lateral Segment Reference Nr.
05/13/2025
C6
270 of 563

Section Pictures - 8/11/2020 - V08011-V08017.C0
Buena Michigan Av 8/11/2020 V08011-V08017.C0 5649
V08011-V08017.C0_3e54f951-73c3-48e2-99a2-98225411a4e
3_20200811_111333_700.jpg, 00:20:02, 131.75ft
Tap Factory Made Capped at 2 o'clock, 3inch dim, within 8 inch
V08011-V08017.C0_d4fa1118-ad4f-445a-8a9e-a0bffd4a4150
_20200811_111624_101.jpg, 00:22:00, 152.35ft
Tap Break-In at 1 o'clock, 3inch dim, within 8 inch
V08011-V08017.C0_3d8e22bd-cc22-4781-b3b7-ed166f3f8bf0
_20200811_111521_150.jpg, 00:21:07, 142.80ft
Surface Spalling Other from 11 o'clock to 1 o'clock
V08011-V08017.C0_5ed60f7e-55e1-4ebc-9652-7ee794e6735
3_20200811_111629_688.jpg, 00:22:00, 152.35ft
Tap Break-In at 1 o'clock, 3inch dim, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
271 of 563

Section Pictures - 8/11/2020 - V08011-V08017.C0
Buena Michigan Av 8/11/2020 V08011-V08017.C0 5649
V08011-V08017.C0_0ec064aa-1167-49db-aea2-703a9a3491
94_20200811_111704_350.jpg, 00:22:33, 156.15ft
Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch V08011-V08017.C0_4c896342-c77f-4b0e-9b16-0cb672e6a8c
9_20200811_111909_445.jpg, 00:24:23, 173.20ft
Fracture Longitudinal at 10 o'clock, 4inch defective
V08011-V08017.C0_2417687c-09be-4519-8a03-92055afc442
8_20200811_111710_461.jpg, 00:22:33, 156.15ft
Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch V08011-V08017.C0_7646e03d-d1d3-417e-9693-259da61417
d1_20200811_111843_562.jpg, 00:24:06, 174.10ft
Tap Break-In at 10 o'clock, 3inch dim, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
272 of 563

Section Pictures - 8/11/2020 - V08011-V08017.C0
Buena Michigan Av 8/11/2020 V08011-V08017.C0 5649
V08011-V08017.C0_941c7a66-620c-4cf1-afb0-e64a742679a3
_20200811_111850_633.jpg, 00:24:06, 174.10ft
Tap Break-In at 10 o'clock, 3inch dim, within 8 inch
V08011-V08017.C0_bc1675e4-fd24-4da5-acfd-e1c78e54ff72_
20200811_111950_136.jpg, 00:24:46, 175.00ft
Tap Break-In Active at 12 o'clock, 3inch dim, within 8 inch V08011-V08017.C0_66f653b5-7ba8-4539-841f-9ca48e67af7f
_20200811_111942_333.jpg, 00:24:46, 175.00ft
Tap Break-In Active at 12 o'clock, 3inch dim, within 8 inch V08011-V08017.C0_1645edb2-b23a-4997-9b1b-121d5e6a92
05_20200811_112042_188.jpg, 00:25:25, 175.95ft
Tap Break-In Active at 12 o'clock, 3inch dim, within 8 inch City Street Lateral Segment Reference Nr.
05/13/2025
C6
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Section Pictures - 8/11/2020 - V08011-V08017.C0
Buena Michigan Av 8/11/2020 V08011-V08017.C0 5649
V08011-V08017.C0_13419de4-e17c-4fc8-92f7-c57d556ed503
_20200811_112304_288.jpg, 00:26:21, 177.80ft
Broken from 12 o'clock to 12 o'clock

V08011-V08017.C0_28d4f2a6-71b1-4beb-86de-ff5a9e0c92b2
_20200811_112404_968.jpg, 00:26:31, 178.15ft
Cleanout Mainline / INSPECTION ACTUALLY ENDS WITH
MH V08010
City Street Lateral Segment Reference Nr.
05/13/2025
C6
274 of 563
No. Description Quantity Unit
Asset ID: V09031-V09032
No. DS Distance Position Type
1 2
3 4
5 3 Lining of 6" pipe (VCP) 280 LF
11 Re-establish lateral connection 9 EA
7 8
9 6

54.0' 2:00 BIC

63.3' 12:00 BIC

66.8' 2:00 BIC
115.2' 3:00 BIC
154.3' 10:00 BIC
194.3' 2:00 BIC
199.9' 11:00 BIC
204.1' 11:00 BIC
255.8' 12:00 BIC
12 Install lateral T-liner 9 EA
27 Cleaning and pre-video inspection 280 LF
MH NO. V09031 MH NO. V09032
1 11 12
2 11 12
3 11 12
4 11 12
5 11 12
6 11 12
7 11 12
8 11 12
9 11 12

AVENIDA DE LA PLAZA

W CONNECTICUT AVE

BENITO JUAREZ

AVENIDA DE
EXIST 6" VCP SWR
PER VI-233327
DEPTH 7.0' DEPTH 7.4'
05/13/2025
C6
275 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 1
City: Buena Drainage Area: V09 Upstream MH: V09031
Street: AVENIDA DE BENITO JUAREZMedia Label: Up Rim to Invert: 0.0 Location Code: C/W Flow Control: Downstream MH: V09032
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:936 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V09032 00:00:13

0.00 MWL Water Level, 5% of the vertical dimension 00:00:16

0.00 MGO General Observation / MH INSPECTION GOOD 00:00:17

1.00 JOM Joint Offset Medium 00:00:42 S1

6.00 MGO General Observation / SET TO 6FT 00:01:25

15.49 S01 JOM Joint Offset Medium, Start 00:01:54

42.19 DAE Deposits Attached Encrustation, 15% of cross sectional area from 12 o'clock to 12 o'clock, within 8 inch
00:03:28 V09031-V
09032_89
2acf67-93
M3

48.27 DAE Deposits Attached Encrustation, 15% of cross sectional area from 8 o'clock to 4 o'clock
00:03:48 V09031-V
09032_34f
e1e36-8b4
M3

53.97 TFC Tap Factory Made Capped at 2 o'clock, 4inch dim 00:04:16 V09031-V 09032_11
34fea6-8c

61.60 B Broken at 11 o'clock 00:05:37 V09031-V
09032_03
26b128-85

63.26 TBA Tap Break-In Active at 12 o'clock, 4inch dim 00:05:14 V09031-V 09032_6c9
8912d-f52

63.46 FC Fracture Circumferential from 12 o'clock to 3 o'clock 00:06:07 V09031-V 09032_44
b23266-cd
S2

66.09 CC Crack Circumferential from 1 o'clock to 2 o'clock 00:07:06 V09031-V 09032_a2
12c5bc-c2
S1

66.77 TB Tap Break-In at 2 o'clock, 4inch dim 00:06:32 V09031-V 09032_afe
8e442-636

90.84 B Broken at 12 o'clock 00:00:00 V09031-V
09032_2d
41d425-8d

97.23 CL Crack Longitudinal at 12 o'clock 00:00:26 V09031-V 09032_6f0
e45cc-f8a0
S2
8/26/2024 166708 ARROYO 0703002691 V09031-V09032
No Pre-Cleaning 0.0Upstream 280.0 ' 279.0 '
V09032
05/13/2025
C6
276 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 2
1:936 Distance Code Observation Counter Photo Grade

99.70 B Broken at 12 o'clock 00:00:52 V09031-V
09032_10
5a9fc4-80
113.98 FM Fracture Multiple from 11 o'clock to 1 o'clock 00:01:46 V09031-V 09032_f3c
eb08c-e33
S4
114.16 DAGS Deposits Attached Grease, 10% of cross sectional area from 12 o'clock to 12 o'clock
00:02:12 M2
115.22 TB Tap Break-In at 3 o'clock, 4inch dim 00:02:03 V09031-V 09032_47
627c5b-76
117.80 S03 CL Crack Longitudinal at 12 o'clock, within 8 inch, Start 00:02:46 V09031-V 09032_51
09df59-f69
120.94 F03 CL Crack Longitudinal at 12 o'clock, within 8 inch, Finish 00:03:04 S2 153.73 TFC Tap Factory Made Capped at 2 o'clock, 4inch dim 00:04:54 V09031-V 09032_60
a4eb6f-de
154.26 TB Tap Break-In at 10 o'clock, 4inch dim 00:04:25 V09031-V 09032_d6
031976-11
176.25 OBM Obstacles Pipe Material, 5% of cross sectional area at 6 o'clock / BROKEN PIECE OF PIPE.
00:05:56 V09031-V
09032_41
e10d3a-63
M2
194.33 TF Tap Factory Made at 2 o'clock, 4inch dim 00:08:37 V09031-V 09032_5a
ab1a25-76
199.91 TBA Tap Break-In Active at 11 o'clock, 4inch dim 00:09:26 V09031-V 09032_dcd
e97e7-0a1
204.09 TB Tap Break-In at 11 o'clock, 4inch dim 00:10:04 V09031-V 09032_d1
92d5a5-53
225.30 B Broken from 10 o'clock to 11 o'clock 00:11:10 V09031-V 09032_54
d60bf0-d8
S3
231.11 TFC Tap Factory Made Capped at 1 o'clock, 4inch dim 00:11:32 V09031-V 09032_0ef
d18c6-8f1
254.54 RMC Roots Medium Connection from 10 o'clock to 2 o'clock, 5% lost
00:12:55 M3
255.79 TB Tap Break-In at 12 o'clock, 4inch dim 00:12:47 V09031-V 09032_4a
3ec7da-50
257.24 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 15% lost, within 8 inch
00:13:32 V09031-V
09032_47
80ba55-91
M3
269.85 TFC Tap Factory Made Capped at 1 o'clock, 4inch dim 00:14:18 V09031-V 09032_ce7
56990-66d
270.31 B Broken from 10 o'clock to 2 o'clock / PIPE MATERIAL CHIPPED OFF.
00:14:32 S5
279.01 F01 JOM Joint Offset Medium, Finish 00:15:21 S1
8/26/2024 166708 ARROYO 0703002691 V09031-V09032
No Pre-Cleaning 0.0Upstream 280.0 ' 279.0 '
05/13/2025
C6
277 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 3
1:936 Distance Code Observation Counter Photo Grade
279.02 MGO General Observation / MH INSPECTION GOOD 00:15:38 279.02 AMH Manhole / V09031 00:15:41
8/26/2024 166708 ARROYO 0703002691 V09031-V09032
No Pre-Cleaning 0.0Upstream 280.0 ' 279.0 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5141 3422 73.0 16.0 1.2 2.7 1.389.0
QOR
5141
V09031
05/13/2025
C6
278 of 563

Section Pictures - 8/26/2024 - V09031-V09032
Buena AVENIDA DE BENITO
JUAREZ
8/26/2024 V09031-V09032 5854
V09031-V09032_892acf67-93b4-44b4-9484-b66d0ae0c59e_2
0240826_075048_210.jpg, 00:03:28, 42.19ft
Deposits Attached Encrustation, 15% of cross sectional area from 12 o'clock to 12 o'clock, within 8 inch
V09031-V09032_1134fea6-8c38-48d2-9c4c-6bb62e262cb1_2
0240826_075141_822.jpg, 00:04:16, 53.97ft
Tap Factory Made Capped at 2 o'clock, 4inch dim
V09031-V09032_34fe1e36-8b44-4052-94b1-ba6c3139236f_2
0240827_143649_934.jpg, 00:03:48, 48.27ft
Deposits Attached Encrustation, 15% of cross sectional area from 8 o'clock to 4 o'clock
V09031-V09032_2ab1002f-95da-45a1-a9ce-c6fa12159d21_2
0240826_075148_412.jpg, 00:04:16, 53.97ft
Tap Factory Made Capped at 2 o'clock, 4inch dim
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
279 of 563

Section Pictures - 8/26/2024 - V09031-V09032
Buena AVENIDA DE BENITO
JUAREZ
8/26/2024 V09031-V09032 5854
V09031-V09032_0326b128-8578-47cb-97f6-c630b22f3b4e_2
0240827_143806_209.jpg, 00:05:37, 61.60ft
Broken at 11 o'clock
V09031-V09032_836cfa07-9b51-4895-b662-383bd05aed22_2
0240826_075308_379.jpg, 00:05:14, 63.26ft
Tap Break-In Active at 12 o'clock, 4inch dim
V09031-V09032_6c98912d-f527-4b6e-bac5-e60f06fc8f02_20
240826_075248_060.jpg, 00:05:14, 63.26ft
Tap Break-In Active at 12 o'clock, 4inch dim
V09031-V09032_44b23266-cdf7-489d-9dba-6e0c0554a1a0_2
0240826_075406_566.jpg, 00:06:07, 63.46ft
Fracture Circumferential from 12 o'clock to 3 o'clock
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
280 of 563

Section Pictures - 8/26/2024 - V09031-V09032
Buena AVENIDA DE BENITO
JUAREZ
8/26/2024 V09031-V09032 5854
V09031-V09032_a212c5bc-c225-45b7-868c-d01bb375d3a2_2
0240826_075524_988.jpg, 00:07:06, 66.09ft
Crack Circumferential from 1 o'clock to 2 o'clock
V09031-V09032_1919165a-df34-4077-bba4-c28e311cc61c_2
0240826_075452_829.jpg, 00:06:32, 66.77ft
Tap Break-In at 2 o'clock, 4inch dim
V09031-V09032_afe8e442-6366-41b1-bbb9-9004f735c59b_2
0240826_075441_862.jpg, 00:06:32, 66.77ft
Tap Break-In at 2 o'clock, 4inch dim
V09031-V09032_2d41d425-8d85-443b-88d4-1f1d972054d0_2
0240827_144149_335.jpg, 00:00:00, 90.84ft
Broken at 12 o'clock
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
281 of 563

Section Pictures - 8/26/2024 - V09031-V09032
Buena AVENIDA DE BENITO
JUAREZ
8/26/2024 V09031-V09032 5854
V09031-V09032_6f0e45cc-f8a0-4b0c-adc1-a423b76b8bed_20
240826_080027_931.jpg, 00:00:26, 97.23ft
Crack Longitudinal at 12 o'clock
V09031-V09032_105a9fc4-8050-4201-a388-95cecd2eb079_2
0240826_080103_002.jpg, 00:00:52, 99.70ft
Broken at 12 o'clock
V09031-V09032_9d36eff7-231b-4ca8-b718-62a9bd6fd7cc_20
240826_080050_135.jpg, 00:00:26, 97.23ft
Crack Longitudinal at 12 o'clock
V09031-V09032_f3ceb08c-e33b-4564-a385-a0da7026c575_2
0240826_080211_120.jpg, 00:01:46, 113.98ft
Fracture Multiple from 11 o'clock to 1 o'clock
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
282 of 563

Section Pictures - 8/26/2024 - V09031-V09032
Buena AVENIDA DE BENITO
JUAREZ
8/26/2024 V09031-V09032 5854
V09031-V09032_47627c5b-76d8-4b28-aefd-8561ac2f3e9e_2
0240826_080246_053.jpg, 00:02:03, 115.22ft
Tap Break-In at 3 o'clock, 4inch dim
V09031-V09032_5109df59-f693-4b8e-b65d-51bd94182bcb_2
0240826_080343_590.jpg, 00:02:46, 117.80ft
Crack Longitudinal at 12 o'clock, within 8 inch, Start
V09031-V09032_4c849942-d323-40c1-a646-65c5851846eb_
20240826_080255_357.jpg, 00:02:03, 115.22ft
Tap Break-In at 3 o'clock, 4inch dim
V09031-V09032_60a4eb6f-deb6-42dd-8727-2b79f41e74b0_2
0240826_080615_669.jpg, 00:04:54, 153.73ft
Tap Factory Made Capped at 2 o'clock, 4inch dim
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
283 of 563

Section Pictures - 8/26/2024 - V09031-V09032
Buena AVENIDA DE BENITO
JUAREZ
8/26/2024 V09031-V09032 5854
V09031-V09032_455f362d-9f7f-4a47-862d-b550eaf47ca9_20
240826_080620_818.jpg, 00:04:54, 153.73ft
Tap Factory Made Capped at 2 o'clock, 4inch dim
V09031-V09032_32e5a255-574d-49b0-b3fd-cd12a2cc4f61_2
0240826_080600_115.jpg, 00:04:25, 154.26ft
Tap Break-In at 10 o'clock, 4inch dim
V09031-V09032_d6031976-1181-4901-8e50-85c225bc5de0_
20240826_080538_183.jpg, 00:04:25, 154.26ft
Tap Break-In at 10 o'clock, 4inch dim
V09031-V09032_41e10d3a-6353-488e-979b-61349156eb4a_
20240827_145153_798.jpg, 00:05:56, 176.25ft
Obstacles Pipe Material, 5% of cross sectional area at 6 o'clock / BROKEN PIECE OF PIPE.

City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
284 of 563

Section Pictures - 8/26/2024 - V09031-V09032
Buena AVENIDA DE BENITO
JUAREZ
8/26/2024 V09031-V09032 5854
V09031-V09032_5aab1a25-76fd-4965-87c9-95d1a5842e7d_2
0240826_081006_076.jpg, 00:08:37, 194.33ft
Tap Factory Made at 2 o'clock, 4inch dim
V09031-V09032_dcde97e7-0a15-426d-bed2-7a08e1a574f8_2
0240826_081103_392.jpg, 00:09:26, 199.91ft
Tap Break-In Active at 11 o'clock, 4inch dim
V09031-V09032_914406b1-7c11-4a98-9c65-2f3ae5f67bef_20
240826_081013_239.jpg, 00:08:37, 194.33ft
Tap Factory Made at 2 o'clock, 4inch dim
V09031-V09032_dda76536-a26a-4d45-94ae-733771be1d61_
20240826_081121_151.jpg, 00:09:26, 199.91ft
Tap Break-In Active at 11 o'clock, 4inch dim
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
285 of 563

Section Pictures - 8/26/2024 - V09031-V09032
Buena AVENIDA DE BENITO
JUAREZ
8/26/2024 V09031-V09032 5854
V09031-V09032_d192d5a5-5368-4dad-ab38-fc0658f4f260_20
240826_081156_467.jpg, 00:10:04, 204.09ft
Tap Break-In at 11 o'clock, 4inch dim
V09031-V09032_54d60bf0-d83c-4f12-9a5d-7c3c099cd800_20
240827_145343_640.jpg, 00:11:10, 225.30ft
Broken from 10 o'clock to 11 o'clock
V09031-V09032_7da5582f-d550-4b64-899f-32856c4b6f5a_20
240826_081204_569.jpg, 00:10:04, 204.09ft
Tap Break-In at 11 o'clock, 4inch dim
V09031-V09032_0efd18c6-8f1a-4b9a-a986-8fdeb1a914c9_20
240826_081331_427.jpg, 00:11:32, 231.11ft
Tap Factory Made Capped at 1 o'clock, 4inch dim
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
286 of 563

Section Pictures - 8/26/2024 - V09031-V09032
Buena AVENIDA DE BENITO
JUAREZ
8/26/2024 V09031-V09032 5854
V09031-V09032_a108e968-dbc0-454e-80d8-7cad7323abf2_2
0240826_081339_349.jpg, 00:11:32, 231.11ft
Tap Factory Made Capped at 1 o'clock, 4inch dim
V09031-V09032_b2e80f78-0d43-4b09-875e-28b109dffff1_202
40826_081505_782.jpg, 00:12:47, 255.79ft
Tap Break-In at 12 o'clock, 4inch dim
V09031-V09032_4a3ec7da-50f6-4a91-b383-a138ca425d54_2
0240826_081459_027.jpg, 00:12:47, 255.79ft
Tap Break-In at 12 o'clock, 4inch dim
V09031-V09032_4780ba55-9157-4ed7-a844-8f102e5098df_2
0240827_145518_902.jpg, 00:13:32, 257.24ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 15% lost, within 8 inch
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
287 of 563

Section Pictures - 8/26/2024 - V09031-V09032
Buena AVENIDA DE BENITO
JUAREZ
8/26/2024 V09031-V09032 5854
V09031-V09032_ce756990-66d2-4234-849d-843b6cadae32_
20240826_081720_069.jpg, 00:14:18, 269.85ft
Tap Factory Made Capped at 1 o'clock, 4inch dim

V09031-V09032_27986471-9c8c-4ba6-bff2-b12b0cbba450_2
0240826_081727_448.jpg, 00:14:18, 269.85ft
Tap Factory Made Capped at 1 o'clock, 4inch dim
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
288 of 563

Section Pictures - 1/9/2023 - V09031-V09032
Buena AVENIDA DE BENITO
JUAREZ
1/9/2023 V09031-V09032 5854
8386b2b3-5db8-4096-bc34-883bba19d4fe_20230109_131141
_142.jpg, 00:05:39, 48.58ft
Deposits Attached Encrustation, 5% of cross sectional area from 8 o'clock to 4 o'clock
73798161-e57d-406d-93e7-f4937f1f4a1c_20230109_131236_
184.jpg, 00:06:22, 54.06ft
Tap Factory Made Capped at 2 o'clock, 3inch dim
254fb626-466b-4162-9b83-477bbcbcb81d_20230109_131228
_593.jpg, 00:06:22, 54.06ft
Tap Factory Made Capped at 2 o'clock, 3inch dim
43049911-2a19-428f-b12a-590cf754b256_20230109_131348
_403.jpg, 00:07:35, 63.34ft
Tap Break-In at 12 o'clock, 3inch dim
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
289 of 563
No. Description Quantity Unit
Asset ID: V14002-V14003
3 Lining of 8" pipe (VCP) 69 LF
27 Cleaning and pre-video inspection 69 LF
MH NO. V14002
MH NO. V14003
EXIST. 8" VCP SWR
PER NS 836/D 1157 3 27

TAYLOR ST

MANOR DR

MANTON DR

CHRISTI DR
DEPTH 11.2'
DEPTH 14.0'
05/13/2025
C6
290 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 6
City: Vista Drainage Area: V14 Upstream MH: V14002
Street: MANTON WY Media Label: Up Rim to Invert: 0.0
Location Code: Flow Control: Downstream MH: V14003
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Sanitary Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Routine Assessment Joints failed: 0 Lining Method: Owner:

Additional Info:
1:435 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V14002 00:00:14

0.00 MWL Water Level, 5% of the vertical dimension 00:00:24

0.00 MGO General Observation / MHV14002 INSPECTION IS GOOD 00:01:14 V14002-V 14003_49
32682b-9d

4.00 HVV Hole Void Visible from 4 o'clock to 6 o'clock, within 8 inch, 4inch defective, 2inch intrusion
00:02:10 V14002-V
14003_30
ebda5d-8b
S5

4.00 FM Fracture Multiple from 6 o'clock to 8 o'clock 00:02:32 S4

9.00 FM Fracture Multiple from 8 o'clock to 2 o'clock 00:03:08 V14002-V 14003_f34
2b167-2b2
S4

10.05 S01 DAGS Deposits Attached Grease, 5% of cross sectional area at 6 o'clock, Start
00:03:23 V14002-V
14003_46c
45752-004

14.40 B Broken from 4 o'clock to 8 o'clock 00:04:07 V14002-V 14003_66
5b239b-6c
S5

14.55 FM Fracture Multiple from 7 o'clock to 11 o'clock, within 8 inch, 5inch defective, 1inch intrusion
00:04:49 V14002-V
14003_cb3
e6780-dd0
S4

19.00 CC Crack Circumferential from 7 o'clock to 5 o'clock, within 8 inch, 8inch defective
00:05:39 V14002-V
14003_84
9ff5f2-cb6
S1

29.10 FM Fracture Multiple from 7 o'clock to 5 o'clock 00:06:37 V14002-V 14003_09
8c8de4-09
S2

29.10 RFB Roots Fine Barrell from 4 o'clock to 10 o'clock 00:06:54 M4

31.15 B Broken from 4 o'clock to 5 o'clock 00:07:36 V14002-V 14003_23
607a31-17
S5

34.30 HSV Hole Soil Visible from 4 o'clock to 6 o'clock, within 8 inch, 2inch defective, 4inch intrusion
00:08:07 V14002-V
14003_2ac
84ad6-4ab
S5

34.30 RFB Roots Fine Barrell from 4 o'clock to 5 o'clock 00:08:26 M2

49.60 CL Crack Longitudinal at 10 o'clock, within 8 inch, 4inch defective
00:09:55 V14002-V
14003_8e
89a8c5-f1
S2
7/21/2020 112844 Dry MARIO SERRATO V14002-V14003
Not Known 0.0Downstream 69.1 ' 69.1 '
V14002
05/13/2025
C6
291 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 7
1:435 Distance Code Observation Counter Photo Grade

65.50 MGO General Observation / PRE ENTRY TO MHV14003 00:11:10

66.70 F01 DAGS Deposits Attached Grease, 5% of cross sectional area at 6 o'clock, Finish
00:11:21 V14002-V
14003_0a
43b698-bd
M2

69.10 MGO General Observation / MHV14003 INSPECTION IS GOOD 00:12:26

69.10 AMH Manhole / V14003 00:12:36 V14002-V
14003_2bc
a24e3-050
7/21/2020 112844 Dry MARIO SERRATO V14002-V14003
Not Known 0.0Downstream 69.1 ' 69.1 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5443 412A 37.0 28.0 3.7 2.2 2.865.0
QOR
5444
V14003
05/13/2025
C6
292 of 563

Section Pictures - 7/21/2020 - V14002-V14003
Vista MANTON WY 7/21/2020 V14002-V14003 7709
V14002-V14003_4932682b-9d66-4f6a-94b5-09890929fb1f_20
200721_101412_691.jpg, 00:01:14, 0.00ft
General Observation / MHV14002 INSPECTION IS GOOD
V14002-V14003_7108688f-5cd2-4c88-9f81-9d763a3e8cb9_2
0200721_101543_571.jpg, 00:02:10, 4.00ft
Hole Void Visible from 4 o'clock to 6 o'clock, within 8 inch, 4inch defective, 2inch intrusion
V14002-V14003_30ebda5d-8b94-43b6-bfb5-3eba21fa4579_2
0200721_101536_764.jpg, 00:02:10, 4.00ft
Hole Void Visible from 4 o'clock to 6 o'clock, within 8 inch, 4inch defective, 2inch intrusion
V14002-V14003_f342b167-2b27-4e86-96fc-ef931793b5ee_20
200721_101658_943.jpg, 00:03:08, 9.00ft
Fracture Multiple from 8 o'clock to 2 o'clock
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
293 of 563

Section Pictures - 7/21/2020 - V14002-V14003
Vista MANTON WY 7/21/2020 V14002-V14003 7709
V14002-V14003_46c45752-0049-4b34-b1ec-0561c937d8f8_2
0200721_101730_173.jpg, 00:03:23, 10.05ft
Deposits Attached Grease, 5% of cross sectional area at 6 o'clock, Start
V14002-V14003_cb3e6780-dd0d-4fd9-9281-0cf50f40e9ed_20
200721_101943_034.jpg, 00:04:49, 14.55ft
Fracture Multiple from 7 o'clock to 11 o'clock, within 8 inch, 5inch defective, 1inch intrusion
V14002-V14003_665b239b-6c01-4d20-a333-c79332d19247_
20200721_101837_091.jpg, 00:04:07, 14.40ft
Broken from 4 o'clock to 8 o'clock
V14002-V14003_849ff5f2-cb6b-4521-9233-0bb0565e67ca_20
200721_102102_887.jpg, 00:05:39, 19.00ft
Crack Circumferential from 7 o'clock to 5 o'clock, within 8 inch, 8inch defective
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
294 of 563

Section Pictures - 7/21/2020 - V14002-V14003
Vista MANTON WY 7/21/2020 V14002-V14003 7709
V14002-V14003_224c6bba-bc3f-4aee-ac86-f01160ab9fb5_20
200721_102111_422.jpg, 00:05:39, 19.00ft
Crack Circumferential from 7 o'clock to 5 o'clock, within 8 inch, 8inch defective
V14002-V14003_23607a31-1712-4983-82ce-789eaeb50bb8_
20200721_102343_891.jpg, 00:07:36, 31.15ft
Broken from 4 o'clock to 5 o'clock
V14002-V14003_098c8de4-091d-4cea-b245-af663dd64ffb_20
200721_102220_373.jpg, 00:06:37, 29.10ft
Fracture Multiple from 7 o'clock to 5 o'clock
V14002-V14003_2ac84ad6-4ab2-42f5-9878-cd2577dfa86a_2
0200721_102438_664.jpg, 00:08:07, 34.30ft
Hole Soil Visible from 4 o'clock to 6 o'clock, within 8 inch, 2inch defective, 4inch intrusion
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
295 of 563

Section Pictures - 7/21/2020 - V14002-V14003
Vista MANTON WY 7/21/2020 V14002-V14003 7709
V14002-V14003_8e89a8c5-f126-44c1-9209-7bee8da0dfce_2
0200721_102640_913.jpg, 00:09:55, 49.60ft
Crack Longitudinal at 10 o'clock, within 8 inch, 4inch defective V14002-V14003_2bca24e3-0500-4114-975d-c08e259ff306_2
0200721_102959_386.jpg, 00:12:36, 69.10ft
Manhole / V14003
V14002-V14003_0a43b698-bd42-4fd1-8706-a6e46749e767_2
0200721_102828_438.jpg, 00:11:21, 66.70ft
Deposits Attached Grease, 5% of cross sectional area at 6 o'clock, Finish
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
296 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 12
City: Vista Drainage Area: V14 Upstream MH: V14002
Street: MANTON WY Media Label: Up Rim to Invert: 0.0
Location Code: Flow Control: Downstream MH: V14003
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Sanitary Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:522 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V14003 00:00:18

0.00 MWL Water Level, 5% of the vertical dimension 00:00:21

0.00 MGO General Observation / MH INSPECTION GOOD 00:00:24

4.49 MSA Survey Abandoned / STEEP LINE 00:03:59

69.10 End of pipe
2/8/2024 159187 ARROYO 0703002691 V14002-V14003
No Pre-Cleaning 0.0Upstream 69.1 ' 4.5 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
0000
V14003
V14002
05/13/2025
C6
297 of 563
No. Description Quantity Unit
Asset ID: V22010-V22012
No. DS Distance Position Type
1 2
3 Lining of 8" pipe (VCP) 192 LF
11 Re-establish lateral connection 2 EA
27 Cleaning and pre-video inspection 192 LF
12 Install lateral T-liner 2 EA

7.9' 12:00 BIC
179.7' 12:00 BIC
ALTA VISTA DR.

HEATHER DR.

MH NO. V22101
MH NO. V22102
1 11 12
2 11 12
EXIST 8" VCP SWR
PER A-041 3 27
DEPTH 8.7'
DEPTH 18.9'
05/13/2025
C6
298 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 1
City: VISTA Drainage Area: Upstream MH: V22010
Street: ALTA VISTA DR Media Label: Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V22012
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1445 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V22012 00:00:19

0.00 MWL Water Level, 5% of the vertical dimension 00:00:22

0.01 MGO General Observation / mh inspection good 00:00:00

6.00 MGO General Observation / SET 6FT 00:00:12

11.71 TB Tap Break-In at 12 o'clock, 4inch dim 00:00:56 c6a240c4- a70f-4347-
a699-9bf2

57.37 MGO General Observation / REVERSE SET UP COMPLETE 00:02:47

57.37 MSA Survey Abandoned / REVERSE SET UP COMPLETE 00:02:51 191.40 End of pipe
9/11/2024 167302 ARROYO 0703002691 V22010-V22012
No Pre-Cleaning 0.0Upstream 191.4 ' 57.4 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
0000
V22012
V22010
05/13/2025
C6
299 of 563

Section Pictures - 9/11/2024 - V22010-V22012
VISTA ALTA VISTA DR 9/11/2024 V22010-V22012 9940
c6a240c4-a70f-4347-a699-9bf2ea05fd95_20240911_132823_
788.jpg, 00:00:56, 11.71ft
Tap Break-In at 12 o'clock, 4inch dim

40c59b71-c8fa-4ae4-8a52-9a03572d9cd7_20240911_132832
_475.jpg, 00:00:56, 11.71ft
Tap Break-In at 12 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
300 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 3
City: VISTA Drainage Area: Upstream MH: V22010
Street: ALTA VISTA DR Media Label: Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V22012
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1445 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V22010 00:00:38

0.00 MWL Water Level, 5% of the vertical dimension 00:00:39

0.00 MGO General Observation / MH INSPECTION GOOD 00:00:40

3.34 S01 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
00:01:16

6.50 FS Fracture Spiral from 10 o'clock to 11 o'clock 00:01:48 V22010-V 22012_7b
a590a9-71
S3

6.93 CL Crack Longitudinal at 1 o'clock 00:01:56 S2

7.90 TB Tap Break-In at 12 o'clock, 4inch dim 00:02:28 V22010-V 22012_b7
2d294d-01

8.02 BSV Broken Soil Visible at 12 o'clock / ROOTS VISIBLE IN HOLE.
00:02:57 V22010-V
22012_ecf
4b30d-604
S5
137.63 F01 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Finish, within 8 inch
00:14:43 M1
137.63 MSA Survey Abandoned / WHEELS NO TRACTION WILL DO

REVERSE SET UP
00:14:44
191.40 End of pipe
9/11/2024 167302 ARROYO 0703002691 V22010-V22012
No Pre-Cleaning 0.0Downstream 191.4 ' 137.6 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5131 1D00 10.0 27.0 3.3 1.0 1.237.0
QOR
5131
V22010
V22012
05/13/2025
C6
301 of 563

Section Pictures - 9/11/2024 - V22010-V22012
VISTA ALTA VISTA DR 9/11/2024 V22010-V22012 9940
V22010-V22012_7ba590a9-7199-4bf6-bd04-cf65b82b9305_2
0240911_111409_540.jpg, 00:01:48, 6.50ft
Fracture Spiral from 10 o'clock to 11 o'clock
V22010-V22012_b6a53962-c7ab-4b5c-9bcd-6f4710659c4b_2
0240911_111507_580.jpg, 00:02:28, 7.90ft
Tap Break-In at 12 o'clock, 4inch dim
V22010-V22012_b72d294d-010c-4e76-b53a-62f8fa7874ea_2
0240911_111456_472.jpg, 00:02:28, 7.90ft
Tap Break-In at 12 o'clock, 4inch dim
V22010-V22012_ecf4b30d-6041-4592-8176-c3be6b6c873f_2
0240911_111537_566.jpg, 00:02:57, 8.02ft
Broken Soil Visible at 12 o'clock / ROOTS VISIBLE IN HOLE.

City Street Lateral Segment Reference Nr.
05/13/2025
C6
302 of 563

Section Pictures - 9/11/2024 - V22010-V22012
VISTA ALTA VISTA DR 9/11/2024 V22010-V22012 9940
V22010-V22012_8924e554-7630-46ec-b934-062791d506d1_
20240930_085928_378.jpg, 00:02:57, 8.02ft
Broken Soil Visible at 12 o'clock / ROOTS VISIBLE IN HOLE.

City Street Lateral Segment Reference Nr.
05/13/2025
C6
303 of 563
No. Description Quantity Unit
Asset ID: V23161-V23162
No. DS Distance Position Type
1 2
3 3 Lining of 8" pipe (VCP) 196 LF
117.8' 2:00 WYE
138.1' 2:00 BIC
140.5' 2:00 WYE
11 Re-establish active lateral connections 3 EA
12 Install lateral T-liner 2 EA
27 Cleaning and pre-video inspection 196 LF
MH NO. V23161
MH NO. V23162
1 11
2 11 12
3 11 12
EXIST 8" VCP SWR
PER NS 446

EUCALYPTUS AV

ALTA VISTA DR
327
DEPTH 7.8'
DEPTH 15.7'
05/13/2025
C6
304 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 22
City: Buena Drainage Area: V23 Upstream MH: V23161
Street: Alta Vista Dr Media Label: Up Rim to Invert:

Location Code: ROD Flow Control: Downstream MH: V23162
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1480 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V23162 00:00:21

0.00 MWL Water Level, 5% of the vertical dimension 00:00:21

0.00 MGO General Observation / MH IS GOOD 00:00:24

6.00 MGO General Observation / SET TO 6 00:01:27

55.19 RFJ Roots Fine Joint from 2 o'clock to 10 o'clock, within 8 inch 00:03:56 V23161-V 23162_4c2
bdb5e-d12
M1
117.77 TF Tap Factory Made at 2 o'clock, 4inch dim 00:06:57 V23161-V 23162_e0c
89729-ecb
138.03 CL Crack Longitudinal at 2 o'clock 00:09:40 V23161-V 23162_32
ad54f8-78
S2
138.11 TB Tap Break-In at 2 o'clock, 4inch dim 00:09:22 V23161-V 23162_ca1
15feb-7c3
138.66 BSV Broken Soil Visible from 11 o'clock to 1 o'clock 00:09:59 V23161-V 23162_b1
27ae30-30
S5
140.47 TF Tap Factory Made at 2 o'clock, 4inch dim 00:10:31 140.47 RBL Roots Ball Lateral at 2 o'clock, 100% lost 00:10:32 V23161-V 23162_27
490e37-47
M4
141.16 B Broken from 12 o'clock to 12 o'clock 00:11:20 V23161-V 23162_b4
8f557e-6f0
S5
182.75 RFJ Roots Fine Joint at 8 o'clock, within 8 inch 00:13:47 V23161-V 23162_66
1978af-0c
M1
186.76 RTJ Roots Tap Joint at 3 o'clock, 5% of cross sectional area, within 8 inch
00:14:16 V23161-V
23162_02
5229b1-58
M2
197.72 MGO General Observation / MH IS GOOD 00:15:24
197.72 AMH Manhole / V23161 00:15:26
5/31/2024 163860 MARTIN P0048234-052024 V23161-V23162
Not Known 0.0Upstream 196.0 ' 197.7 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5221 4121 12.0 8.0 4.0 2.0 2.920.0
QOR
5241
V23162
V23161
05/13/2025
C6
305 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 22
City: Buena Drainage Area: V23 Upstream MH: V23161
Street: Alta Vista Dr Media Label: Up Rim to Invert:

Location Code: ROD Flow Control: Downstream MH: V23162
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1480 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V23162 00:00:21

0.00 MWL Water Level, 5% of the vertical dimension 00:00:21

0.00 MGO General Observation / MH IS GOOD 00:00:24

6.00 MGO General Observation / SET TO 6 00:01:27

55.19 RFJ Roots Fine Joint from 2 o'clock to 10 o'clock, within 8 inch 00:03:56 V23161-V 23162_4c2
bdb5e-d12
M1
117.77 TF Tap Factory Made at 2 o'clock, 4inch dim 00:06:57 V23161-V 23162_e0c
89729-ecb
138.03 CL Crack Longitudinal at 2 o'clock 00:09:40 V23161-V 23162_32
ad54f8-78
S2
138.11 TB Tap Break-In at 2 o'clock, 4inch dim 00:09:22 V23161-V 23162_ca1
15feb-7c3
138.66 BSV Broken Soil Visible from 11 o'clock to 1 o'clock 00:09:59 V23161-V 23162_b1
27ae30-30
S5
140.47 TF Tap Factory Made at 2 o'clock, 4inch dim 00:10:31 140.47 RBL Roots Ball Lateral at 2 o'clock, 100% lost 00:10:32 V23161-V 23162_27
490e37-47
M4
141.16 B Broken from 12 o'clock to 12 o'clock 00:11:20 V23161-V 23162_b4
8f557e-6f0
S5
182.75 RFJ Roots Fine Joint at 8 o'clock, within 8 inch 00:13:47 V23161-V 23162_66
1978af-0c
M1
186.76 RTJ Roots Tap Joint at 3 o'clock, 5% of cross sectional area, within 8 inch
00:14:16 V23161-V
23162_02
5229b1-58
M2
197.72 MGO General Observation / MH IS GOOD 00:15:24
197.72 AMH Manhole / V23161 00:15:26
5/31/2024 163860 MARTIN P0048234-052024 V23161-V23162
Not Known 0.0Upstream 196.0 ' 197.7 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5221 4121 12.0 8.0 4.0 2.0 2.920.0
QOR
5241
V23162
V23161
05/13/2025
C6
306 of 563

Section Pictures - 5/31/2024 - V23161-V23162
Buena Alta Vista Dr 5/31/2024 V23161-V23162 10657
V23161-V23162_4c2bdb5e-d129-47f0-8402-2b736d2a67f5_2
0240531_094911_809.jpg, 00:03:56, 55.19ft
Roots Fine Joint from 2 o'clock to 10 o'clock, within 8 inch V23161-V23162_e0c89729-ecb2-4f59-9d2d-9946715e212f_2
0240531_095304_037.jpg, 00:06:57, 117.77ft
Tap Factory Made at 2 o'clock, 4inch dim
V23161-V23162_41a20a09-7bc1-4c50-979b-459dc37543d5_
20240531_094917_027.jpg, 00:03:56, 55.19ft
Roots Fine Joint from 2 o'clock to 10 o'clock, within 8 inch V23161-V23162_a0078ad9-bb0a-4450-b6fa-e127b8d5b311_2
0240531_095230_809.jpg, 00:06:57, 117.77ft
Tap Factory Made at 2 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
307 of 563

Section Pictures - 5/31/2024 - V23161-V23162
Buena Alta Vista Dr 5/31/2024 V23161-V23162 10657
V23161-V23162_32ad54f8-78cb-415e-8389-4f390fa7830b_20
240531_095526_797.jpg, 00:09:40, 138.03ft
Crack Longitudinal at 2 o'clock
V23161-V23162_e72ac792-29b0-4114-bd3c-967431657e86_
20240531_095503_539.jpg, 00:09:22, 138.11ft
Tap Break-In at 2 o'clock, 4inch dim
V23161-V23162_ca115feb-7c37-4e23-8417-3abb4662be2f_2
0240531_095456_497.jpg, 00:09:22, 138.11ft
Tap Break-In at 2 o'clock, 4inch dim
V23161-V23162_b127ae30-30fd-4114-b4b0-c27497c68c31_2
0240531_095606_704.jpg, 00:09:59, 138.66ft
Broken Soil Visible from 11 o'clock to 1 o'clock
City Street Lateral Segment Reference Nr.
05/13/2025
C6
308 of 563

Section Pictures - 5/31/2024 - V23161-V23162
Buena Alta Vista Dr 5/31/2024 V23161-V23162 10657
V23161-V23162_faa6db33-538b-4a0d-8a24-82747442b7c2_2
0240531_095615_164.jpg, 00:09:59, 138.66ft
Broken Soil Visible from 11 o'clock to 1 o'clock
V23161-V23162_e0d5aa94-48d8-4af2-9a15-665e69b15ab1_2
0240531_095704_286.jpg, 00:10:32, 140.47ft
Roots Ball Lateral at 2 o'clock, 100% lost
V23161-V23162_27490e37-4765-4769-9715-f11c0b06df89_2
0240531_095657_465.jpg, 00:10:32, 140.47ft
Roots Ball Lateral at 2 o'clock, 100% lost
V23161-V23162_b48f557e-6f04-4190-964b-b0276ef4ef43_20
240531_095813_675.jpg, 00:11:20, 141.16ft
Broken from 12 o'clock to 12 o'clock
City Street Lateral Segment Reference Nr.
05/13/2025
C6
309 of 563

Section Pictures - 5/31/2024 - V23161-V23162
Buena Alta Vista Dr 5/31/2024 V23161-V23162 10657
V23161-V23162_e0163d2d-58fe-4464-a94e-92a850b42d50_2
0240531_095817_907.jpg, 00:11:20, 141.16ft
Broken from 12 o'clock to 12 o'clock
V23161-V23162_025229b1-5884-4f1e-9400-4ad76dfd0e26_2
0240531_100106_981.jpg, 00:14:16, 186.76ft
Roots Tap Joint at 3 o'clock, 5% of cross sectional area, within 8 inch
V23161-V23162_661978af-0ca8-4c88-9ccd-a12e7f177ca4_20
240531_100030_628.jpg, 00:13:47, 182.75ft
Roots Fine Joint at 8 o'clock, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
310 of 563
No. Description Quantity Unit
Asset ID: V24032-V24033
No. DS Distance Position Type
1 2
3 MH NO. V24033
3 Lining of 6" pipe (VCP) 171 LF
11 Re-establish lateral connection 3 EA
12 Install T-liner 2 EA
27 Cleaning and pre-video inspection 171 LF

45.1' 2:00 BIC
113.3' 2:00 WYE
170.7' 2:00 WYE
11112
21112
311

OCEAN VIEW DR
DEPTH 9.1'
EXIST 6" VCP SWR
VI-233 3 27
MH NO. V24032
DEPTH 9.4'
CONSTRUCTION NOTE: SEWER CLEANOUT V24032 TO REMAIN.
05/13/2025
C6
311 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 36
City: VISTA Drainage Area: Upstream MH: V24032
Street: OCEAN VIEW DR Media Label: Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V24033
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1066 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V24033 00:00:15

0.00 MWL Water Level, 5% of the vertical dimension 00:00:45

0.00 MGO General Observation / MH V24033 INSPECTION. GOOD.

SOME VERMIN
00:01:21 V24032-V
24033_d5f
cd436-ba0

6.85 S03 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
00:02:18

9.05 S04 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 5% lost, Start, within 8 inch
00:02:31

42.90 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
00:05:36 V24032-V
24033_99
7fb209-59
M4

45.05 TBA Tap Break-In Active at 2 o'clock, 3inch dim 00:05:56 V24032-V 24033_a8
d55167-27

51.10 F04 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 5% lost, Finish, within 8 inch
00:06:37 V24032-V
24033_eb
e81d00-89
M3

61.50 RTJ Roots Tap Joint at 4 o'clock, 10% of cross sectional area, within 8 inch
00:07:24 V24032-V
24033_a9
298cf0-80
M2

74.05 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 10% lost, within 8 inch
00:08:47 V24032-V
24033_54
1a54f2-9e
M3

91.45 RTJ Roots Tap Joint at 4 o'clock, 5% of cross sectional area, within 8 inch
00:10:20 V24032-V
24033_e6
ada162-37
M2

99.00 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 20% lost, within 8 inch
00:11:12 V24032-V
24033_93
600d70-43
M3
107.20 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 5% lost, within 8 inch
00:11:50 V24032-V
24033_8a
051746-36
M3
111.35 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 10% lost, within 8 inch
00:12:09 V24032-V
24033_84f
58df7-94b
M3
112.80 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 5% lost, within 8 inch
00:12:45 V24032-V
24033_17
b19e83-6b
M3
113.30 TF Tap Factory Made at 2 o'clock, 3inch dim / HEAVY ROOTS 00:12:25 V24032-V 24033_a8
246d5e-1a
4/5/2021 122900 OLIVEROS 0703002691 V24032-V24033
Not Known 0.0Upstream 171.3 ' 171.3 '
V24033
05/13/2025
C6
312 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 37
1:1066 Distance Code Observation Counter Photo Grade
169.10 F03 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Finish, within 8 inch
00:19:51 M1
170.65 TF Tap Factory Made at 2 o'clock, 3inch dim 00:20:12 V24032-V 24033_30c
68fc6-42ff-
170.80 MGO General Observation / CLEANOUT V24032 INSPECTION.

GOOD
00:20:41 V24032-V
24033_f47
78c88-aee
171.00 ISSR Intruding Sealing Ring, 15% of cross sectional area from 9 o'clock to 11 o'clock
00:20:35 M3
171.30 ACOM Cleanout Mainline / V24032 CLEANOUT 00:20:49 V24032-V 24033_26
b4d510-b9
4/5/2021 122900 OLIVEROS 0703002691 V24032-V24033
Not Known 0.0Upstream 171.3 ' 171.3 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 413A 0.0 82.0 0.0 1.7 1.782.0
QOR
413A
V24032
05/13/2025
C6
313 of 563

Section Pictures - 4/5/2021 - V24032-V24033
VISTA OCEAN VIEW DR 4/5/2021 V24032-V24033 10947
V24032-V24033_d5fcd436-ba07-457e-bfe2-011521f5ddf6_20
210405_104126_316.jpg, 00:01:21, 0.00ft
General Observation / MH V24033 INSPECTION. GOOD.

SOME VERMIN
V24032-V24033_997fb209-592c-4a2b-beaa-c74bbe0328d9_2
0210405_105007_391.jpg, 00:05:36, 42.90ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
V24032-V24033_7bbf1061-bda5-488c-8b1e-8c5676943e83_2
0210405_104127_427.jpg, 00:01:21, 0.00ft
General Observation / MH V24033 INSPECTION. GOOD.

SOME VERMIN
V24032-V24033_a8d55167-273b-4acd-b26d-a22b494c2804_
20210405_105039_072.jpg, 00:05:56, 45.05ft
Tap Break-In Active at 2 o'clock, 3inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
314 of 563

Section Pictures - 4/5/2021 - V24032-V24033
VISTA OCEAN VIEW DR 4/5/2021 V24032-V24033 10947
V24032-V24033_cf9f2258-0db2-494b-86e1-5fe64796d823_20
210405_105044_733.jpg, 00:05:56, 45.05ft
Tap Break-In Active at 2 o'clock, 3inch dim
V24032-V24033_a9298cf0-805c-45fb-bb95-b82e6289dfe8_20
210405_105219_159.jpg, 00:07:24, 61.50ft
Roots Tap Joint at 4 o'clock, 10% of cross sectional area, within 8 inch
V24032-V24033_ebe81d00-899a-4612-8fd1-1ddd2ae57d06_2
0210405_105124_824.jpg, 00:06:37, 51.10ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 5% lost, Finish, within 8 inch
V24032-V24033_7d54f383-070e-4642-8999-bf11006ad245_2
0210405_105224_475.jpg, 00:07:24, 61.50ft
Roots Tap Joint at 4 o'clock, 10% of cross sectional area, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
315 of 563

Section Pictures - 4/5/2021 - V24032-V24033
VISTA OCEAN VIEW DR 4/5/2021 V24032-V24033 10947
V24032-V24033_541a54f2-9ed2-4b30-9ac5-bf1746f69a30_20
210405_105351_776.jpg, 00:08:47, 74.05ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 10% lost, within 8 inch
V24032-V24033_93600d70-4310-45b6-a52f-1879e1d5fc77_2
0210405_105636_426.jpg, 00:11:12, 99.00ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 20% lost, within 8 inch
V24032-V24033_e6ada162-37d6-4799-b50d-e87092ff4446_2
0210405_105533_505.jpg, 00:10:20, 91.45ft
Roots Tap Joint at 4 o'clock, 5% of cross sectional area, within 8 inch
V24032-V24033_8a051746-36c4-4c2f-9003-173a352df739_2
0210405_105722_704.jpg, 00:11:50, 107.20ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 5% lost, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
316 of 563

Section Pictures - 4/5/2021 - V24032-V24033
VISTA OCEAN VIEW DR 4/5/2021 V24032-V24033 10947
V24032-V24033_84f58df7-94b8-4437-ba48-e50b11462798_2
0210405_105748_832.jpg, 00:12:09, 111.35ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 10% lost, within 8 inch
V24032-V24033_a8246d5e-1a11-40d3-983f-822eaa709b4d_2
0210405_105820_299.jpg, 00:12:25, 113.30ft
Tap Factory Made at 2 o'clock, 3inch dim / HEAVY ROOTS
V24032-V24033_17b19e83-6b11-4d77-8f42-f5a21085aa65_2
0210405_105844_992.jpg, 00:12:45, 112.80ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 5% lost, within 8 inch
V24032-V24033_570afa9e-9d1c-4626-85ce-5b72f41ff782_20
210405_105827_294.jpg, 00:12:25, 113.30ft
Tap Factory Made at 2 o'clock, 3inch dim / HEAVY ROOTS
City Street Lateral Segment Reference Nr.
05/13/2025
C6
317 of 563

Section Pictures - 4/5/2021 - V24032-V24033
VISTA OCEAN VIEW DR 4/5/2021 V24032-V24033 10947
V24032-V24033_30c68fc6-42ff-40c8-8b7b-5c398d36e51c_20
210405_110622_963.jpg, 00:20:12, 170.65ft
Tap Factory Made at 2 o'clock, 3inch dim
V24032-V24033_26b4d510-b965-442a-a163-a6cf5bdc0a8b_2
0210405_110740_696.jpg, 00:20:49, 171.30ft
Cleanout Mainline / V24032 CLEANOUT
V24032-V24033_f4778c88-aeed-4a51-ac0c-7b76d90573d0_2
0210405_110709_853.jpg, 00:20:41, 170.80ft
General Observation / CLEANOUT V24032 INSPECTION.

GOOD
City Street Lateral Segment Reference Nr.
05/13/2025
C6
318 of 563
No. Description Quantity Unit
Asset ID: V24034-V24035
No. DS Distance Position Type
1 2
3 4
3 Lining of 8" pipe (VCP) 196 LF
11 Re-establish active lateral connections 4 EA

70.4' 12:00 BIC
166.4' 1:00 BIC
306.5' 12:00 BIC
346.3' 2:00 BIC
12 Install lateral T-liner 4 EA
27 Cleaning and pre-video inspection 196 LF
MH NO. V24035
MH NO. V24034
11112
21112
31112
41112
EXIST 8" VCP SWR
PER VI-233 3 27
DEPTH 6.1'
DEPTH 5.4'
05/13/2025
C6
319 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 74
City: VISTA Drainage Area: Upstream MH: V24034
Street: OCEANVIEW Media Label: Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V24035
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1610 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V24035 00:00:21

0.00 MWL Water Level, 5% of the vertical dimension 00:00:32

0.00 MGO General Observation / MH V24035 INSPECTION IS GOOD 00:01:12

6.95 B Broken from 10 o'clock to 12 o'clock 00:03:09 V24034-V 24035_efb
76a02-21e
S4

14.75 RFJ Roots Fine Joint at 10 o'clock, within 8 inch 00:04:09 V24034-V 24035_51
e3235c-6e
M1

24.85 RFJ Roots Fine Joint at 9 o'clock, within 8 inch 00:05:26 V24034-V 24035_02
4a3ac1-84
M1

45.25 RFJ Roots Fine Joint at 3 o'clock, within 8 inch 00:07:36 V24034-V 24035_25c
2ee66-414
M1

47.00 TFC Tap Factory Made Capped at 1 o'clock, 3inch dim, within 8 inch
00:08:13 V24034-V
24035_94
9489e3-5c

53.15 RMJ Roots Medium Joint at 8 o'clock, 5% lost, within 8 inch 00:09:08 V24034-V 24035_5ac
dd453-65f
M3

63.35 S01 RFJ Roots Fine Joint from 4 o'clock to 8 o'clock, Start, within 8 inch
00:09:53 V24034-V
24035_17
ad531c-97

70.35 TB Tap Break-In at 12 o'clock, 3inch dim 00:10:35 V24034-V 24035_47
294047-bc
135.85 RMJ Roots Medium Joint from 4 o'clock to 8 o'clock, 20% lost, within 8 inch
00:14:19 V24034-V
24035_b3c
0a15c-ad7
M3
150.30 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch 00:15:19 V24034-V 24035_9a
6d52e1-13
M1
154.30 RFJ Roots Fine Joint from 10 o'clock to 2 o'clock, within 8 inch 00:15:50 V24034-V 24035_c07
6aac0-f1fd
M1
158.30 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch 00:16:33 V24034-V 24035_fe1
22bbe-92d
M1
160.10 S02 RML Roots Medium Lateral from 12 o'clock to 12 o'clock, 25% lost, Start
00:17:01 V24034-V
24035_ea
beb3b9-7a
3/31/2021 122902 OLIVEROS 0703002691 V24034-V24035
Not Known 0.0Upstream 473.1 ' 473.1 '
V24035
05/13/2025
C6
320 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 75
1:1610 Distance Code Observation Counter Photo Grade
165.00 F02 RML Roots Medium Lateral from 12 o'clock to 12 o'clock, 25% lost, Finish
00:48:50 M1
165.50 S03 RBL Roots Ball Lateral from 12 o'clock to 12 o'clock, 80% lost, Start
00:18:43 V24034-V
24035_28
32b12d-b4
M4
166.40 TR Tap Rehabilitated at 1 o'clock, 3inch dim 00:18:25 V24034-V 24035_53
061657-e6
241.70 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 45% lost, within 8 inch
00:24:25 M3
245.50 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 100% lost, within 8 inch
00:25:15 V24034-V
24035_c9c
1e628-fbaf
M3
294.40 TFC Tap Factory Made Capped at 2 o'clock, 3inch dim, within 8 inch
00:28:43 V24034-V
24035_d8
583618-c8
305.30 RFL Roots Fine Lateral at 12 o'clock 00:30:41 V24034-V 24035_d7
e3666d-db
M1
306.50 TB Tap Break-In at 12 o'clock, 3inch dim 00:30:13 V24034-V 24035_85
43cf62-bbf
310.45 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 50% lost, within 8 inch
00:31:35 V24034-V
24035_77
1c0af4-76
M3
345.30 RMC Roots Medium Connection from 11 o'clock to 1 o'clock, 25% lost
00:37:06 V24034-V
24035_d8
33516c-c9
M3
346.25 TB Tap Break-In at 2 o'clock, 3inch dim 00:36:24 V24034-V 24035_e0
bc6e1e-b5
358.55 RML Roots Medium Lateral from 12 o'clock to 12 o'clock, 50% lost
00:38:54 V24034-V
24035_9f5
e06a5-5fd
M3
374.75 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 50% lost, within 8 inch
00:40:40 V24034-V
24035_f90
bf0fe-e41e
M3
378.45 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 50% lost, within 8 inch
00:41:55 V24034-V
24035_11
35f3de-1e
M3
383.00 F03 RBL Roots Ball Lateral from 12 o'clock to 12 o'clock, 80% lost, Finish
00:43:10 M4
383.00 F01 RFJ Roots Fine Joint from 4 o'clock to 8 o'clock, Finish, within 8 inch
00:48:50 M1
391.35 TFC Tap Factory Made Capped at 2 o'clock, 3inch dim, within 8 inch
00:43:10 V24034-V
24035_0cc
82b50-af7
432.05 B Broken from 10 o'clock to 11 o'clock, 2inch defective, 1inch intrusion
00:45:59 V24034-V
24035_3d
30ee4f-7b
S3
473.15 MGO General Observation / MH V24034 INSPECTION IS OK

HOLE IN INVERT
00:49:39
473.15 AMH Manhole / V24034 00:50:13
3/31/2021 122902 OLIVEROS 0703002691 V24034-V24035
Not Known 0.0Upstream 473.1 ' 473.1 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
4131 4139 7.0 183.0 3.5 1.1 1.2190.0
QOR
423A
V24034
05/13/2025
C6
321 of 563

Section Pictures - 3/31/2021 - V24034-V24035
VISTA OCEANVIEW 3/31/2021 V24034-V24035 10949
V24034-V24035_efb76a02-21ee-4d32-a721-e3366d718f9b_2
0210331_085251_979.jpg, 00:03:09, 6.95ft
Broken from 10 o'clock to 12 o'clock
V24034-V24035_024a3ac1-8481-499b-80f1-89982caeb44a_2
0210331_085539_921.jpg, 00:05:26, 24.85ft
Roots Fine Joint at 9 o'clock, within 8 inch
V24034-V24035_51e3235c-6eac-4477-a1dd-054b662be625_
20210331_085404_599.jpg, 00:04:09, 14.75ft
Roots Fine Joint at 10 o'clock, within 8 inch
V24034-V24035_25c2ee66-4147-4d48-8751-a33270ac7866_
20210331_085820_959.jpg, 00:07:36, 45.25ft
Roots Fine Joint at 3 o'clock, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
322 of 563

Section Pictures - 3/31/2021 - V24034-V24035
VISTA OCEANVIEW 3/31/2021 V24034-V24035 10949
V24034-V24035_949489e3-5c0c-441b-9925-fbc4246b4c5d_2
0210331_090033_517.jpg, 00:08:13, 47.00ft
Tap Factory Made Capped at 1 o'clock, 3inch dim, within 8 inch
V24034-V24035_5acdd453-65f7-4fc6-b753-8717a5b6f9ec_20
210331_090151_143.jpg, 00:09:08, 53.15ft
Roots Medium Joint at 8 o'clock, 5% lost, within 8 inch V24034-V24035_ed408c38-75fa-4718-8ad7-e31bb4ccffe0_20
210331_090042_163.jpg, 00:08:13, 47.00ft
Tap Factory Made Capped at 1 o'clock, 3inch dim, within 8 inch
V24034-V24035_17ad531c-970b-4038-abb1-c42028980835_
20210331_090300_964.jpg, 00:09:53, 63.35ft
Roots Fine Joint from 4 o'clock to 8 o'clock, Start, within 8 inch City Street Lateral Segment Reference Nr.
05/13/2025
C6
323 of 563

Section Pictures - 3/31/2021 - V24034-V24035
VISTA OCEANVIEW 3/31/2021 V24034-V24035 10949
V24034-V24035_47294047-bc5e-4977-ae31-c4967950b448_
20210331_090400_293.jpg, 00:10:35, 70.35ft
Tap Break-In at 12 o'clock, 3inch dim
V24034-V24035_b3c0a15c-ad75-4f05-9ad5-5e3ef760bef3_20
210331_090822_571.jpg, 00:14:19, 135.85ft
Roots Medium Joint from 4 o'clock to 8 o'clock, 20% lost, within 8 inch
V24034-V24035_8eb37398-3167-4f61-a756-4ee96eb1baba_2
0210331_090407_784.jpg, 00:10:35, 70.35ft
Tap Break-In at 12 o'clock, 3inch dim
V24034-V24035_9a6d52e1-1392-402a-bcd3-6db834b92a19_
20210331_090940_744.jpg, 00:15:19, 150.30ft
Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch City Street Lateral Segment Reference Nr.
05/13/2025
C6
324 of 563

Section Pictures - 3/31/2021 - V24034-V24035
VISTA OCEANVIEW 3/31/2021 V24034-V24035 10949
V24034-V24035_c076aac0-f1fd-443a-8ef1-4d3e6b2f007c_20
210331_091027_028.jpg, 00:15:50, 154.30ft
Roots Fine Joint from 10 o'clock to 2 o'clock, within 8 inch V24034-V24035_eabeb3b9-7ad1-478d-aad7-15d75caf1b9f_2
0210331_091221_910.jpg, 00:17:01, 160.10ft
Roots Medium Lateral from 12 o'clock to 12 o'clock, 25% lost, Start
V24034-V24035_fe122bbe-92d0-4106-aa9d-34f79693e07f_20
210331_091139_578.jpg, 00:16:33, 158.30ft
Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch V24034-V24035_86c50f23-c606-44ac-89d3-30514b0ef879_2
0210331_091341_819.jpg, 00:17:01, 160.10ft
Roots Medium Lateral from 12 o'clock to 12 o'clock, 25% lost, Start
City Street Lateral Segment Reference Nr.
05/13/2025
C6
325 of 563

Section Pictures - 3/31/2021 - V24034-V24035
VISTA OCEANVIEW 3/31/2021 V24034-V24035 10949
V24034-V24035_2832b12d-b403-45aa-8df5-6969f40b20ac_2
0210331_091540_475.jpg, 00:18:43, 165.50ft
Roots Ball Lateral from 12 o'clock to 12 o'clock, 80% lost, Start V24034-V24035_2478537f-ccfc-4284-87eb-2da78f6695aa_20
210331_091446_095.jpg, 00:18:25, 166.40ft
Tap Rehabilitated at 1 o'clock, 3inch dim
V24034-V24035_53061657-e620-4c42-90da-6e80ceab07a5_
20210331_091437_435.jpg, 00:18:25, 166.40ft
Tap Rehabilitated at 1 o'clock, 3inch dim
V24034-V24035_c9c1e628-fbaf-4bf0-ba25-94086307bd4a_20
210331_092320_168.jpg, 00:25:15, 245.50ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 100% lost, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
326 of 563

Section Pictures - 3/31/2021 - V24034-V24035
VISTA OCEANVIEW 3/31/2021 V24034-V24035 10949
V24034-V24035_d8583618-c8ad-4712-b249-b595df5f7dc0_2
0210331_092656_566.jpg, 00:28:43, 294.40ft
Tap Factory Made Capped at 2 o'clock, 3inch dim, within 8 inch
V24034-V24035_d7e3666d-dbcf-45a0-990c-7a5949049a8f_2
0210331_092937_400.jpg, 00:30:41, 305.30ft
Roots Fine Lateral at 12 o'clock
V24034-V24035_105139ea-0881-422f-aa0a-879112254c80_2
0210331_092704_329.jpg, 00:28:43, 294.40ft
Tap Factory Made Capped at 2 o'clock, 3inch dim, within 8 inch
V24034-V24035_8543cf62-bbf7-499c-b19e-5ebca8c0e10a_20
210331_092845_289.jpg, 00:30:13, 306.50ft
Tap Break-In at 12 o'clock, 3inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
327 of 563

Section Pictures - 3/31/2021 - V24034-V24035
VISTA OCEANVIEW 3/31/2021 V24034-V24035 10949
V24034-V24035_e5cc081c-d082-40f1-a1b8-1dd059058827_2
0210331_092905_869.jpg, 00:30:13, 306.50ft
Tap Break-In at 12 o'clock, 3inch dim
V24034-V24035_d833516c-c910-433d-a8d5-3440864183ed_
20210331_093730_624.jpg, 00:37:06, 345.30ft
Roots Medium Connection from 11 o'clock to 1 o'clock, 25% lost
V24034-V24035_771c0af4-76a5-4f90-81ec-2bbca6a61f26_20
210331_093059_123.jpg, 00:31:35, 310.45ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 50% lost, within 8 inch
V24034-V24035_e0bc6e1e-b567-4000-bea4-04893e517c3a_
20210331_093614_221.jpg, 00:36:24, 346.25ft
Tap Break-In at 2 o'clock, 3inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
328 of 563

Section Pictures - 3/31/2021 - V24034-V24035
VISTA OCEANVIEW 3/31/2021 V24034-V24035 10949
V24034-V24035_9f5e06a5-5fd2-4ced-9bda-43b5ed796a6d_2
0210331_093935_052.jpg, 00:38:54, 358.55ft
Roots Medium Lateral from 12 o'clock to 12 o'clock, 50% lost V24034-V24035_1135f3de-1e2d-492d-8de2-c4833b13c37d_2
0210331_094435_961.jpg, 00:41:55, 378.45ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 50% lost, within 8 inch
V24034-V24035_f90bf0fe-e41e-474a-9a23-6d830155089e_20
210331_094254_326.jpg, 00:40:40, 374.75ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 50% lost, within 8 inch
V24034-V24035_0cc82b50-af72-4a06-aeba-9aec8e1905d0_2
0210331_094600_694.jpg, 00:43:10, 391.35ft
Tap Factory Made Capped at 2 o'clock, 3inch dim, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
329 of 563

Section Pictures - 3/31/2021 - V24034-V24035
VISTA OCEANVIEW 3/31/2021 V24034-V24035 10949
V24034-V24035_f1cc88d7-b400-4785-bd25-358918cc8e0f_20
210331_094608_248.jpg, 00:43:10, 391.35ft
Tap Factory Made Capped at 2 o'clock, 3inch dim, within 8 inch

V24034-V24035_3d30ee4f-7b13-402d-b378-4d30a31ed0ef_2
0210331_094937_992.jpg, 00:45:59, 432.05ft
Broken from 10 o'clock to 11 o'clock, 2inch defective, 1inch intrusion
City Street Lateral Segment Reference Nr.
05/13/2025
C6
330 of 563
No. Description Quantity Unit
Asset ID: V24043-V24044.A0
No. DS Distance Position Type
1 2
3 Lining of 6" pipe (VCP) 116 LF
11 Re-establish active lateral connections 2 EA
12 Install lateral T-liner 2 EA
27 Cleaning and pre-video inspection 116 LF

6.1' 12:00 BIC

32.6' 2:00 BIC
MH NO. V24044.A0
MH NO. V24043
1 11 12
2 11 12
EXIST 6" SWR
PER VI-233

EUCALYPTUS AVE
327
DEPTH 4.8'
DEPTH 5.3'
05/13/2025
C6
331 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 1
City: VISTA Drainage Area: Upstream MH: V24043
Street: EUCALYPTUS Media Label: Migrated2017 Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V24044.A0
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:882 Distance Code Observation Counter Photo Grade

0.00 ST Start of Survey

0.00 WL Water level

0.00 MH Manhole/Node / V24044.A0 223291.jpg

2.80 MC Material of sewer changes / PVC TO VCP 223292.jpg

5.00 RJ Roots at joint 223294.jpg

5.00 CMJ Cracks multiple at joint 223293.jpg

6.00 CB Break in Connection 223295.jpg

7.40 SA Survey abandoned / UNABLE TO PASS LATERAL 223296.jpg 1/9/2014 Dry Z 1 V24043-V24044.A0
Jetting 0.0Upstream 116.7 ' 7.4 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

QOR

V24044.A0
V24043
05/13/2025
C6
332 of 563

Section Pictures - 1/9/2014 - V24043-V24044.A0
VISTA EUCALYPTUS 1/9/2014 V24043-V24044.A0 10980
223291.jpg, , 0.00ft
Manhole/Node / V24044.A0
223294.jpg, , 5.00ft
Roots at joint
223292.jpg, , 2.80ft
Material of sewer changes / PVC TO VCP
223293.jpg, , 5.00ft
Cracks multiple at joint
City Street Lateral Segment Reference Nr.
05/13/2025
C6
333 of 563

Section Pictures - 1/9/2014 - V24043-V24044.A0
VISTA EUCALYPTUS 1/9/2014 V24043-V24044.A0 10980
223295.jpg, , 6.00ft
Break in Connection

223296.jpg, , 7.40ft
Survey abandoned / UNABLE TO PASS LATERAL
City Street Lateral Segment Reference Nr.
05/13/2025
C6
334 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 4
City: VISTA Drainage Area: Upstream MH: V24043
Street: EUCALYPTUS Media Label: Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V24044.A0
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:791 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V24044.A0 00:00:13

0.00 MWL Water Level, 5% of the vertical dimension 00:00:19 V24043-V 24044.A0_
94d0d958-

0.00 MGO General Observation / MH V24044.A0 INSPECTION.

GOOD. PVC SECTION
00:01:03

6.00 MGO General Observation / SET TO 6 FEET 00:02:11

6.05 TB Tap Break-In at 12 o'clock, 4inch dim 00:02:16

19.30 RFJ Roots Fine Joint at 7 o'clock, within 8 inch 00:03:53 M1

23.40 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch 00:04:33 M1

26.70 TFC Tap Factory Made Capped at 2 o'clock, 4inch dim 00:04:58

27.30 S01 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
00:05:08

32.60 TB Tap Break-In at 2 o'clock, 4inch dim 00:05:51

43.35 RMJ Roots Medium Joint from 3 o'clock to 6 o'clock, 10% lost, within 8 inch
00:06:50 M3

49.05 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 10% lost, within 8 inch
00:07:22 M3

61.20 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 15% lost, within 8 inch
00:08:06 M3

63.55 F01 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Finish, within 8 inch
00:08:30 M1

63.55 S02 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 5% lost, Start, within 8 inch
00:08:35

95.85 RTJ Roots Tap Joint from 4 o'clock to 5 o'clock, 5% of cross sectional area, within 8 inch
00:10:54 M2
4/14/2021 122926 OLIVEROS 0703002691 V24043-V24044.A0
Not Known 0.0Upstream 116.7 ' 116.7 '
V24044.A0
05/13/2025
C6
335 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 5
1:791 Distance Code Observation Counter Photo Grade
113.65 F02 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 5% lost, Finish, within 8 inch
00:11:45 M3
116.75 AMH Manhole / V24043 00:12:51
116.75 MGO General Observation / MH V24043 INSPECTIO. GOOD 00:12:42 4/14/2021 122926 OLIVEROS 0703002691 V24043-V24044.A0
Not Known 0.0Upstream 116.7 ' 116.7 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 3A21 0.0 50.0 0.0 2.2 2.250.0
QOR
3A21
V24043
05/13/2025
C6
336 of 563

Section Pictures - 4/14/2021 - V24043-V24044.A0
VISTA EUCALYPTUS 4/14/2021 V24043-V24044.A0 10980
V24043-V24044.A0_94d0d958-044a-4373-b469-590611bc40d
5_20210414_122253_322.jpg, 00:00:19, 0.00ft
Water Level, 5% of the vertical dimension
City Street Lateral Segment Reference Nr.
05/13/2025
C6
337 of 563
No. Description Quantity Unit
Asset ID: V24073-V24075
No. DS Distance Position Type
1 2
3 153 LFLining of 6" pipe (VCP)
11 2 EARe-establish active lateral connections
141.1' 2:00 BIC
153.3' 12:00 BIC
MH NO. V24073
MH NO. V24075
12 2 EAInstall lateral T-liner
11112
21112
EXIST 6" VCP SWR
PER NS 0042
27 153 LFCleaning and pre-video inspection
3 27

PETERS DR
CONSTRUCTION NOTE: SEWER PLUG V24073 TO BE REPLACED PER SEPARATE CONTRACT.

REPAIR WORK ON THIS PIPE TO BE PERFORMED AT END OF SCHEDULE.

DEPTH 3.0'
DEPTH 11.6'
05/13/2025
C6
338 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 1
City: VISTA Drainage Area: Upstream MH: V24073
Street: PETERS Media Label: Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V24075
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1158 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V24075 00:00:00

0.00 MWL Water Level, 5% of the vertical dimension 00:00:11 b5427bf9-f ddf-450f-9
c5f-3cebf5

0.00 MGO General Observation / HEAVY CLEANING 00:00:18

6.00 MGO General Observation / SET TO 6 FEET 00:01:25
137.00 MGO General Observation / LAST SURVEY ABANDONED AT 137 FEET DO TO HEAVY ROOTS. CONTINUE
00:08:11
140.85 RTL Roots Tap Lateral at 2 o'clock, 100% of cross sectional area
00:09:30 0646c0c7-
e545-41ea
-8cb8-ad7
M2
141.10 TB Tap Break-In at 2 o'clock, 3inch dim / 100% ROOTS 00:09:22 0971a404- 9afc-4fb5-
98ef-ad8a
149.00 RBB Roots Ball Barrell from 12 o'clock to 12 o'clock, 95% lost 00:10:56 ff57f408-7 753-4cc8-
8f4b-44fd0
M5
150.10 TFC Tap Factory Made Capped at 2 o'clock, 3inch dim / HEAVY ROOTS
00:10:47 6dec1d9f-
86a0-492d
-b967-7e2
153.25 TBA Tap Break-In Active at 12 o'clock, 3inch dim, within 8 inch / center
00:02:16 99342259-
ec31-420b
-bdec-72a
153.40 ACOH Cleanout House 00:03:35 c0ede801-
8d00-4990
-9466-11c
3/16/2021 122861 OLIVEROS 0703002691 V24073-V24075
Heavy Cleaning Upstream 153.4 ' 153.4 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 5121 0.0 7.0 0.0 3.5 3.57.0
QOR
5121
V24075
V24073
05/13/2025
C6
339 of 563

Section Pictures - 3/16/2021 - V24073-V24075
VISTA PETERS 3/16/2021 V24073-V24075 11059
b5427bf9-fddf-450f-9c5f-3cebf5d3a961_20210316_092757_0

80.jpg, 00:00:11, 0.00ft
Water Level, 5% of the vertical dimension
41655417-0558-495d-a956-dece3611da26_20210316_09413
5_351.jpg, 00:09:30, 140.85ft
Roots Tap Lateral at 2 o'clock, 100% of cross sectional area 0646c0c7-e545-41ea-8cb8-ad7588e25979_20210316_09412
9_836.jpg, 00:09:30, 140.85ft
Roots Tap Lateral at 2 o'clock, 100% of cross sectional area 0971a404-9afc-4fb5-98ef-ad8a658d6d8f_20210316_094100_
497.jpg, 00:09:22, 141.10ft
Tap Break-In at 2 o'clock, 3inch dim / 100% ROOTS
City Street Lateral Segment Reference Nr.
05/13/2025
C6
340 of 563

Section Pictures - 3/16/2021 - V24073-V24075
VISTA PETERS 3/16/2021 V24073-V24075 11059
ff57f408-7753-4cc8-8f4b-44fd07422807_20210316_094328_3

81.jpg, 00:10:56, 149.00ft
Roots Ball Barrell from 12 o'clock to 12 o'clock, 95% lost 03fae376-a416-4c19-baa2-3c3a6a0c60f9_20210316_094312
_890.jpg, 00:10:47, 150.10ft
Tap Factory Made Capped at 2 o'clock, 3inch dim / HEAVY ROOTS
6dec1d9f-86a0-492d-b967-7e29cfa82741_20210316_094305
_611.jpg, 00:10:47, 150.10ft
Tap Factory Made Capped at 2 o'clock, 3inch dim / HEAVY ROOTS
99342259-ec31-420b-bdec-72abd4d5405a_20210316_14222
1_390.jpg, 00:02:16, 153.25ft
Tap Break-In Active at 12 o'clock, 3inch dim, within 8 inch / center
City Street Lateral Segment Reference Nr.
05/13/2025
C6
341 of 563

Section Pictures - 3/16/2021 - V24073-V24075
VISTA PETERS 3/16/2021 V24073-V24075 11059
51b247ab-a1ef-4c5f-a179-1cc9b33a46cc_20210316_142226_
846.jpg, 00:02:16, 153.25ft
Tap Break-In Active at 12 o'clock, 3inch dim, within 8 inch / center

c0ede801-8d00-4990-9466-11c18f62b631_20210316_142353
_856.jpg, 00:03:35, 153.40ft
Cleanout House
City Street Lateral Segment Reference Nr.
05/13/2025
C6
342 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 7
1:584 Distance Code Observation Counter Photo Grade
142.30 GO General observation / LINE HAS BEEN CLEANED 223884.jpg 142.30 SA Survey abandoned / UNABLE TO PASS ROOTS 223923.jpg 142.70 CB Break in Connection 223924.jpg
142.90 CR Roots from lateral 223925.jpg
150.30 RJ Roots at joint 223926.jpg
150.90 CP Plugged Connection 223927.jpg
156.40 CB Break in Connection 223928.jpg
156.40 CR Roots from lateral 223929.jpg
157.90 RJ Roots at joint 223930.jpg
158.15 MH Manhole/Node / V24073.00
158.20 CN Service Connection / END OF LINE 223932.jpg
158.20 FH Finish of Surveys 223933.jpg
2/10/2014 Dry Z 1 V24073-V24075
No Pre-Cleaning Upstream 153.4 ' 158.2 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

QOR

V24073
05/13/2025
C6
343 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 20
City: VISTA Drainage Area: Upstream MH: V24073
Street: PETERS Media Label: Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V24075
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:640 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V24075 00:00:07 V24073-V
24075_a4
b752c0-27

0.00 MWL Water Level, 5% of the vertical dimension 00:00:18 V24073-V 24075_e5
e09e1b-62

0.15 MGO General Observation / MH V24075 INSPECTION. OK.

SOME FINE ROOTS
00:01:01 V24073-V
24075_61
99ff01-40a

3.00 RMJ Roots Medium Joint from 3 o'clock to 9 o'clock, 30% lost, within 8 inch
00:02:17 V24073-V
24075_00
14f405-78
M3

6.00 MGO General Observation / SET TO 6 FEET 00:02:39 V24073-V 24075_5d
4e965b-32

7.15 RMJ Roots Medium Joint from 3 o'clock to 9 o'clock, 20% lost, within 8 inch
00:02:53 V24073-V
24075_1d
d1c723-03
M3

10.55 S01 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 10% lost, Start, within 8 inch
00:03:31 V24073-V
24075_cce
a104d-c79

20.90 F01 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 10% lost, Finish, within 8 inch
00:04:14 V24073-V
24075_45f
d3c88-be6
M3

21.30 RFJ Roots Fine Joint from 3 o'clock to 9 o'clock, within 8 inch 00:04:19 V24073-V 24075_4e
790dde-63
M1

28.10 RFJ Roots Fine Joint from 1 o'clock to 9 o'clock, within 8 inch 00:04:52 V24073-V 24075_a1c
62e93-5fbf
M1

51.90 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 60% lost, within 8 inch
00:06:35 V24073-V
24075_19
1b8816-c3
M4

62.95 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 60% lost, within 8 inch
00:07:55 V24073-V
24075_02c
cdfcc-e428
M4

73.55 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 40% lost, within 8 inch
00:08:44 V24073-V
24075_47
22083f-eff
M3

75.45 TFC Tap Factory Made Capped at 3 o'clock, 3inch dim 00:09:10 V24073-V 24075_c96
2a3d7-a8a

78.15 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 90% lost, within 8 inch
00:09:37 V24073-V
24075_97
dbe2c8-65
M4

80.55 TBA Tap Break-In Active at 1 o'clock, 3inch dim / HEAVY GREASE
00:10:09 V24073-V
24075_60
af747f-b22
3/15/2021 122861 OLIVEROS 0703002691 V24073-V24075
Not Known Upstream 153.4 ' 137.0 '
V24075
05/13/2025
C6
344 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 21
1:640 Distance Code Observation Counter Photo Grade

88.90 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
00:11:35 V24073-V
24075_6fb
54b6e-a1e
M4
103.50 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
00:12:41 V24073-V
24075_f4e
cb27f-cc8e
M4
107.30 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
00:13:03 V24073-V
24075_71
07e290-54
M4
110.65 TB Tap Break-In at 12 o'clock, 3inch dim, within 8 inch 00:13:33 V24073-V 24075_d8
133844-fa
110.95 DAGS Deposits Attached Grease, 20% of cross sectional area from 12 o'clock to 12 o'clock
00:13:49 V24073-V
24075_f55
5c059-00d
M3
114.10 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 60% lost, within 8 inch
00:14:22 V24073-V
24075_30c
4bc00-52a
M4
126.65 TFC Tap Factory Made Capped at 10 o'clock, 3inch dim 00:15:07 V24073-V 24075_38
dece88-06
127.30 RMJ Roots Medium Joint from 6 o'clock to 11 o'clock, 40% lost, within 8 inch
00:15:13 V24073-V
24075_4ec
0c691-78f
M3
130.40 RMJ Roots Medium Joint from 3 o'clock to 6 o'clock, 20% lost, within 8 inch
00:15:35 V24073-V
24075_2bc
02aa7-7bb
M3
137.00 RBB Roots Ball Barrell from 12 o'clock to 12 o'clock, 95% lost 00:16:07 V24073-V 24075_ef0
069dd-3e9
M5
137.00 MSA Survey Abandoned / HEAVY ROOTS. SURVEY

ABANDONED
00:16:48
153.40 End of pipe
3/15/2021 122861 OLIVEROS 0703002691 V24073-V24075
Not Known Upstream 153.4 ' 137.0 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 5147 0.0 59.0 0.0 3.3 3.359.0
QOR
5147
V24073
05/13/2025
C6
345 of 563

Section Pictures - 3/15/2021 - V24073-V24075
VISTA PETERS 3/15/2021 V24073-V24075 11059
V24073-V24075_a4b752c0-27ca-4827-8fd6-ff02e244e0f7_20
210315_115504_159.jpg, 00:00:07, 0.00ft
Manhole / V24075
V24073-V24075_6199ff01-40ad-4ee2-b110-c65cc315845d_2
0210315_115630_877.jpg, 00:01:01, 0.15ft
General Observation / MH V24075 INSPECTION. OK. SOME

FINE ROOTS
V24073-V24075_e5e09e1b-6223-47f1-a2e0-a5ddc1d9a901_2
0210315_115519_033.jpg, 00:00:18, 0.00ft
Water Level, 5% of the vertical dimension
V24073-V24075_0014f405-7819-40ff-8f1d-803d2d3be0e8_20
210315_115803_045.jpg, 00:02:17, 3.00ft
Roots Medium Joint from 3 o'clock to 9 o'clock, 30% lost, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
346 of 563

Section Pictures - 3/15/2021 - V24073-V24075
VISTA PETERS 3/15/2021 V24073-V24075 11059
V24073-V24075_5d4e965b-32c8-40e8-abca-f21a2491fd55_2
0210315_115925_715.jpg, 00:02:39, 6.00ft
General Observation / SET TO 6 FEET
V24073-V24075_ec69deb7-98cd-4114-81e2-59083f69c253_2
0210315_115959_292.jpg, 00:02:53, 7.15ft
Roots Medium Joint from 3 o'clock to 9 o'clock, 20% lost, within 8 inch
V24073-V24075_1dd1c723-03d9-4157-af3b-ed765a5f3015_2
0210315_115952_374.jpg, 00:02:53, 7.15ft
Roots Medium Joint from 3 o'clock to 9 o'clock, 20% lost, within 8 inch
V24073-V24075_ccea104d-c790-4b93-9927-8b2b936f001c_2
0210315_120042_001.jpg, 00:03:31, 10.55ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 10% lost, Start, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
347 of 563

Section Pictures - 3/15/2021 - V24073-V24075
VISTA PETERS 3/15/2021 V24073-V24075 11059
V24073-V24075_45fd3c88-be6d-414c-8c10-c976f04d3f4c_20
210315_120130_902.jpg, 00:04:14, 20.90ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 10% lost, Finish, within 8 inch
V24073-V24075_a1c62e93-5fbf-4121-b8eb-f3c2d8dc4063_20
210315_120224_635.jpg, 00:04:52, 28.10ft
Roots Fine Joint from 1 o'clock to 9 o'clock, within 8 inch V24073-V24075_4e790dde-63b7-419a-b43e-5f089394ecbc_2
0210315_120148_549.jpg, 00:04:19, 21.30ft
Roots Fine Joint from 3 o'clock to 9 o'clock, within 8 inch V24073-V24075_2044fc99-77c9-479e-aed1-ac85f91f04be_20
210315_120228_340.jpg, 00:04:52, 28.10ft
Roots Fine Joint from 1 o'clock to 9 o'clock, within 8 inch City Street Lateral Segment Reference Nr.
05/13/2025
C6
348 of 563

Section Pictures - 3/15/2021 - V24073-V24075
VISTA PETERS 3/15/2021 V24073-V24075 11059
V24073-V24075_191b8816-c3f2-48ac-9e10-bcc787c34b1d_2
0210315_120422_212.jpg, 00:06:35, 51.90ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 60% lost, within 8 inch
V24073-V24075_4722083f-eff3-4cba-a474-74fa7a435ea8_20
210315_120713_724.jpg, 00:08:44, 73.55ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 40% lost, within 8 inch
V24073-V24075_02ccdfcc-e428-4051-9d84-c7e80fad7e56_20
210315_120614_087.jpg, 00:07:55, 62.95ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 60% lost, within 8 inch
V24073-V24075_69a0c418-0b2b-4bb6-9ee6-f6e94414e9cd_2
0210315_120725_292.jpg, 00:08:44, 73.55ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 40% lost, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
349 of 563

Section Pictures - 3/15/2021 - V24073-V24075
VISTA PETERS 3/15/2021 V24073-V24075 11059
V24073-V24075_c962a3d7-a8aa-4dbf-a03e-514454059840_2
0210315_120744_969.jpg, 00:09:10, 75.45ft
Tap Factory Made Capped at 3 o'clock, 3inch dim
V24073-V24075_97dbe2c8-65c3-4328-842d-149a3a9f4204_2
0210315_120820_293.jpg, 00:09:37, 78.15ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 90% lost, within 8 inch
V24073-V24075_6e601495-4ac4-4a2e-af42-91a505c56e26_2
0210315_120749_212.jpg, 00:09:10, 75.45ft
Tap Factory Made Capped at 3 o'clock, 3inch dim
V24073-V24075_60af747f-b22d-4b65-b1e1-fe708d76c9e6_20
210315_120925_621.jpg, 00:10:09, 80.55ft
Tap Break-In Active at 1 o'clock, 3inch dim / HEAVY GREASE City Street Lateral Segment Reference Nr.
05/13/2025
C6
350 of 563

Section Pictures - 3/15/2021 - V24073-V24075
VISTA PETERS 3/15/2021 V24073-V24075 11059
V24073-V24075_dde17a9f-a545-4eae-9ebd-3735e3f23b33_2
0210315_120930_411.jpg, 00:10:09, 80.55ft
Tap Break-In Active at 1 o'clock, 3inch dim / HEAVY GREASE V24073-V24075_f4ecb27f-cc8e-40d0-84c2-cd9e8cbe308e_20
210315_122149_042.jpg, 00:12:41, 103.50ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
V24073-V24075_6fb54b6e-a1ea-4116-b57d-51562d44d123_2
0210315_122035_318.jpg, 00:11:35, 88.90ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
V24073-V24075_7107e290-54c7-4cd7-9761-b6c0a00cdad2_2
0210315_122219_311.jpg, 00:13:03, 107.30ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
351 of 563

Section Pictures - 3/15/2021 - V24073-V24075
VISTA PETERS 3/15/2021 V24073-V24075 11059
V24073-V24075_d8133844-fad9-4973-8132-63cfcb9db3a1_2
0210315_122256_070.jpg, 00:13:33, 110.65ft
Tap Break-In at 12 o'clock, 3inch dim, within 8 inch
V24073-V24075_f555c059-00de-4587-929e-b7230b2f313d_2
0210315_122320_795.jpg, 00:13:49, 110.95ft
Deposits Attached Grease, 20% of cross sectional area from 12 o'clock to 12 o'clock
V24073-V24075_f54f1077-1851-4cd0-ba86-d7b9924d16bf_20
210315_122259_315.jpg, 00:13:33, 110.65ft
Tap Break-In at 12 o'clock, 3inch dim, within 8 inch
V24073-V24075_30c4bc00-52a8-41eb-a8f6-cdb274395b09_2
0210315_122404_870.jpg, 00:14:22, 114.10ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 60% lost, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
352 of 563

Section Pictures - 3/15/2021 - V24073-V24075
VISTA PETERS 3/15/2021 V24073-V24075 11059
V24073-V24075_38dece88-068d-4cf2-9851-351797b8522c_2
0210315_122458_365.jpg, 00:15:07, 126.65ft
Tap Factory Made Capped at 10 o'clock, 3inch dim
V24073-V24075_2efc6746-6bf3-436d-bd6c-a2b2b582a1de_2
0210315_122521_351.jpg, 00:15:13, 127.30ft
Roots Medium Joint from 6 o'clock to 11 o'clock, 40% lost, within 8 inch
V24073-V24075_4ec0c691-78f1-40dd-861c-1274bdff3eba_20
210315_122515_618.jpg, 00:15:13, 127.30ft
Roots Medium Joint from 6 o'clock to 11 o'clock, 40% lost, within 8 inch
V24073-V24075_2bc02aa7-7bbc-4f85-95f7-b624dd637470_2
0210315_122548_216.jpg, 00:15:35, 130.40ft
Roots Medium Joint from 3 o'clock to 6 o'clock, 20% lost, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
353 of 563

Section Pictures - 3/15/2021 - V24073-V24075
VISTA PETERS 3/15/2021 V24073-V24075 11059
V24073-V24075_ef0069dd-3e96-4a01-95d0-e5f69277d9c3_2
0210315_122632_073.jpg, 00:16:07, 137.00ft
Roots Ball Barrell from 12 o'clock to 12 o'clock, 95% lost City Street Lateral Segment Reference Nr.
05/13/2025
C6
354 of 563
No. Description Quantity Unit
Asset ID: V24081-V24082
No. DS Distance Position Type
1 2
3 4
5 3 Lining of 6" pipe (VCP) 316 LF
11 Re-establish lateral connection 8 EA

93.7' 10:00 BIC

96.0' 12:00 BIC
175.5' 12:00 BIC
178.3' 10:00 WYE
222.3' 11:00 BIC
232.8' 10:00 WYE6
7 284.1' 3:00 WYE
289.0' 10:00 WYE8
12 Install lateral T-liner 8 EA
27 Cleaning and pre-video inspection 316 LF
MH NO. V24082
MH NO. V24082
1 11 12
2 11 12
3 11 12
4 11 12
5 11 12
6 11 12
7 11 12
8 11 12
EXIST. 6" VCP SWR
PER NS 0042 3 27

EDDIE DR

PETERS DR

LADO DE LOMA DR
DEPTH 9.0'
DEPTH 18.1'
05/13/2025
C6
355 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 1
City: VISTA Drainage Area: Upstream MH: V24081
Street: PETERS Media Label: Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V24082
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:2385 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V24082 00:00:09

0.00 MWL Water Level, 5% of the vertical dimension 00:00:38 d6529bbb- 2e08-439d
-a5d1-e91

0.30 MGO General Observation / MH V24082 INSPECTION. GOOD 00:01:20

3.00 MMC Material Change / PVC TO VCP 00:01:44

6.00 MGO General Observation / SET TO 6 FEET 00:01:51

18.00 RFJ Roots Fine Joint from 6 o'clock to 11 o'clock, within 8 inch 00:02:35 00ce8696- 1ff0-4824-
a069-1961
M1

21.70 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch 00:02:51 627dabfe- 3e58-4097
-8ba6-9c3
M1

25.75 MSA Survey Abandoned / FILMED FROM OPPOSITE

DIRECTION
00:03:33
316.00 End of pipe
3/17/2021 122875 OLIVEROS 0703002691 V24081-V24082
Not Known Upstream 316.0 ' 25.7 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 1200 0.0 2.0 0.0 1.0 1.02.0
QOR
1200
V24082
V24081
05/13/2025
C6
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Section Pictures - 3/17/2021 - V24081-V24082
VISTA PETERS 3/17/2021 V24081-V24082 11067
d6529bbb-2e08-439d-a5d1-e91ee666fa75_20210317_103041
_416.jpg, 00:00:38, 0.00ft
Water Level, 5% of the vertical dimension
627dabfe-3e58-4097-8ba6-9c33f3042daf_20210317_103421_
820.jpg, 00:02:51, 21.70ft
Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch 00ce8696-1ff0-4824-a069-1961f9fe4f9b_20210317_103359_8

29.jpg, 00:02:35, 18.00ft
Roots Fine Joint from 6 o'clock to 11 o'clock, within 8 inch City Street Lateral Segment Reference Nr.
05/13/2025
C6
357 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 26
City: VISTA Drainage Area: Upstream MH: V24081
Street: PETERS Media Label: Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V24082
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1210 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V24081 00:00:07 V24081-V
24082_b3
17ed71-f4

0.00 MWL Water Level, 5% of the vertical dimension 00:00:15 V24081-V 24082_8d
09cad5-dd

0.00 MGO General Observation / mh v24081 inspection. good 00:00:49 V24081-V 24082_04f
b0ca6-25d

6.00 MGO General Observation / SET TO 6 FEET 00:01:26 V24081-V 24082_65
60559f-3d

17.95 RMJ Roots Medium Joint from 4 o'clock to 5 o'clock, 5% lost, within 8 inch
00:02:26 V24081-V
24082_b5
d602d8-33
M3

21.45 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch 00:02:57 V24081-V 24082_17
2e17d8-74
M1

24.25 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 55% lost, within 8 inch
00:03:22 V24081-V
24082_f55
c11f0-358
M4

28.60 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 50% lost, within 8 inch
00:04:13 V24081-V
24082_ed
425052-dc
M3

31.80 S01 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 50% lost, Start, within 8 inch
00:04:35 V24081-V
24082_e0
b49227-fd

38.95 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 90% lost, within 8 inch
00:05:10 V24081-V
24082_88
2a1e18-a2
M4

60.00 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 95% lost, within 8 inch
00:07:13 V24081-V
24082_06
e9257e-78
M4

62.85 DAGS Deposits Attached Grease, 20% of cross sectional area from 9 o'clock to 3 o'clock
00:07:29 V24081-V
24082_c24
69555-60a
M3

77.85 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
00:09:40 V24081-V
24082_4c0
8f1f6-da04
M4

93.70 TB Tap Break-In at 10 o'clock, 3inch dim / HEAVY GREASE 00:10:30 V24081-V 24082_0c6
30699-928

96.00 TB Tap Break-In at 12 o'clock, 3inch dim / HEAVY GREASE 00:10:58 V24081-V 24082_84
986874-af
144.95 TFC Tap Factory Made Capped at 1 o'clock, 3inch dim 00:13:50 V24081-V 24082_ca7
5abe5-41c
3/17/2021 122875 OLIVEROS 0703002691 V24081-V24082
Not Known Downstream 316.0 ' 289.5 '
V24081
05/13/2025
C6
358 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 27
1:1210 Distance Code Observation Counter Photo Grade
175.45 TB Tap Break-In at 12 o'clock, 3inch dim / HEAVY GREASE 00:15:50 V24081-V 24082_5b
d77a56-73
178.30 TF Tap Factory Made at 10 o'clock, 3inch dim / ROOTS 00:16:20 V24081-V 24082_b6f
7e4fe-8c8
220.55 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 90% lost, within 8 inch
00:21:44 V24081-V
24082_de
87145b-ea
M4
222.25 TB Tap Break-In at 11 o'clock, 3inch dim / HEAVY ROOTS 00:21:58 V24081-V 24082_72
909977-b4
232.80 TF Tap Factory Made at 10 o'clock, 3inch dim 00:23:16 V24081-V 24082_f31
161ef-282
272.50 RTJ Roots Tap Joint at 5 o'clock, 5% of cross sectional area, within 8 inch
00:25:56 V24081-V
24082_98
8e960e-f7
M2
284.05 TFC Tap Factory Made Capped at 3 o'clock, 3inch dim 00:27:03 V24081-V 24082_63
0202aa-12
289.00 TR Tap Rehabilitated at 10 o'clock, 3inch dim 00:27:48 V24081-V 24082_82
3d611a-e5
289.00 F01 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 50% lost, Finish, within 8 inch
00:29:09 V24081-V
24082_01f
9d2ae-860
M3
289.50 MSA Survey Abandoned / SURVEY ABANDONED. 00:29:39 316.00 End of pipe
3/17/2021 122875 OLIVEROS 0703002691 V24081-V24082
Not Known Downstream 316.0 ' 289.5 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 453J 0.0 188.0 0.0 3.0 3.0188.0
QOR
453J
V24082
05/13/2025
C6
359 of 563

Section Pictures - 3/17/2021 - V24081-V24082
VISTA PETERS 3/17/2021 V24081-V24082 11067
V24081-V24082_b317ed71-f43e-4cfc-a3e7-30cbcf223720_20
210317_090704_040.jpg, 00:00:07, 0.00ft
Manhole / V24081
V24081-V24082_04fb0ca6-25d0-4ac2-a0c0-1a00f4ca928b_20
210317_090815_008.jpg, 00:00:49, 0.00ft
General Observation / mh v24081 inspection. good
V24081-V24082_8d09cad5-dd34-4289-b655-d1b6e5d8f209_2
0210317_090724_114.jpg, 00:00:15, 0.00ft
Water Level, 5% of the vertical dimension
V24081-V24082_fbd4227d-cf25-4121-8fb6-7995fa13cb94_20
210317_090816_592.jpg, 00:00:49, 0.00ft
General Observation / mh v24081 inspection. good
City Street Lateral Segment Reference Nr.
05/13/2025
C6
360 of 563

Section Pictures - 3/17/2021 - V24081-V24082
VISTA PETERS 3/17/2021 V24081-V24082 11067
V24081-V24082_6560559f-3d1e-4997-a2b3-764cd9b29eca_2
0210317_091223_825.jpg, 00:01:26, 6.00ft
General Observation / SET TO 6 FEET
V24081-V24082_ffcff9e7-c24a-4d88-9262-e913de88e7a8_20
210317_091339_515.jpg, 00:02:26, 17.95ft
Roots Medium Joint from 4 o'clock to 5 o'clock, 5% lost, within 8 inch
V24081-V24082_b5d602d8-33e1-4487-b209-a7edae34801d_
20210317_091334_037.jpg, 00:02:26, 17.95ft
Roots Medium Joint from 4 o'clock to 5 o'clock, 5% lost, within 8 inch
V24081-V24082_172e17d8-74d6-4ac2-9c91-47eda07d915e_
20210317_091412_520.jpg, 00:02:57, 21.45ft
Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch City Street Lateral Segment Reference Nr.
05/13/2025
C6
361 of 563

Section Pictures - 3/17/2021 - V24081-V24082
VISTA PETERS 3/17/2021 V24081-V24082 11067
V24081-V24082_64756032-48b8-41b3-94aa-a7cb46d7d835_
20210317_091417_657.jpg, 00:02:57, 21.45ft
Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch V24081-V24082_7d735649-2042-464a-a67c-c5487f9d3bb8_2
0210317_091512_951.jpg, 00:03:22, 24.25ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 55% lost, within 8 inch
V24081-V24082_f55c11f0-3587-4747-9b44-1819418682b2_2
0210317_091450_939.jpg, 00:03:22, 24.25ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 55% lost, within 8 inch
V24081-V24082_ed425052-dc9f-43f0-9cc2-f9a71425af73_20
210317_091552_571.jpg, 00:04:13, 28.60ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 50% lost, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
362 of 563

Section Pictures - 3/17/2021 - V24081-V24082
VISTA PETERS 3/17/2021 V24081-V24082 11067
V24081-V24082_5bef0aa5-1cbc-4dc1-8858-d2f4b21c3be3_20
210317_091558_519.jpg, 00:04:13, 28.60ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 50% lost, within 8 inch
V24081-V24082_882a1e18-a203-4f56-8789-80f38ec48041_2
0210317_091709_495.jpg, 00:05:10, 38.95ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 90% lost, within 8 inch
V24081-V24082_e0b49227-fd84-48da-b8d8-65288fa4ac9d_2
0210317_091626_813.jpg, 00:04:35, 31.80ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 50% lost, Start, within 8 inch
V24081-V24082_06e9257e-78da-4345-af7e-fabbd195ffd8_20
210317_091923_051.jpg, 00:07:13, 60.00ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 95% lost, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
363 of 563

Section Pictures - 3/17/2021 - V24081-V24082
VISTA PETERS 3/17/2021 V24081-V24082 11067
V24081-V24082_c2469555-60aa-4d3a-b8da-84d79f8c2d37_2
0210317_091957_766.jpg, 00:07:29, 62.85ft
Deposits Attached Grease, 20% of cross sectional area from 9 o'clock to 3 o'clock
V24081-V24082_0c630699-9281-4328-ae67-8681d016b9cc_
20210317_092317_563.jpg, 00:10:30, 93.70ft
Tap Break-In at 10 o'clock, 3inch dim / HEAVY GREASE
V24081-V24082_4c08f1f6-da04-4a73-b19a-722fac0c7c95_20
210317_092216_840.jpg, 00:09:40, 77.85ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
V24081-V24082_67124064-e658-4866-b4a5-bf126d17d058_2
0210317_092323_365.jpg, 00:10:30, 93.70ft
Tap Break-In at 10 o'clock, 3inch dim / HEAVY GREASE
City Street Lateral Segment Reference Nr.
05/13/2025
C6
364 of 563

Section Pictures - 3/17/2021 - V24081-V24082
VISTA PETERS 3/17/2021 V24081-V24082 11067
V24081-V24082_84986874-afd6-4b7a-b2fb-73f618ba5d08_20
210317_092357_229.jpg, 00:10:58, 96.00ft
Tap Break-In at 12 o'clock, 3inch dim / HEAVY GREASE
V24081-V24082_ca75abe5-41c0-412d-8906-e1e22dc87165_
20210317_092659_971.jpg, 00:13:50, 144.95ft
Tap Factory Made Capped at 1 o'clock, 3inch dim
V24081-V24082_2774f59f-dd8b-449b-8a02-335bb83a962f_20
210317_092403_517.jpg, 00:10:58, 96.00ft
Tap Break-In at 12 o'clock, 3inch dim / HEAVY GREASE
V24081-V24082_21a51cf6-748f-4678-9dc0-0f2ead204c18_20
210317_092708_345.jpg, 00:13:50, 144.95ft
Tap Factory Made Capped at 1 o'clock, 3inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
365 of 563

Section Pictures - 3/17/2021 - V24081-V24082
VISTA PETERS 3/17/2021 V24081-V24082 11067
V24081-V24082_5bd77a56-73ba-4f8f-9851-c4e9acb53b8a_2
0210317_092909_411.jpg, 00:15:50, 175.45ft
Tap Break-In at 12 o'clock, 3inch dim / HEAVY GREASE
V24081-V24082_b6f7e4fe-8c87-4ca9-a364-83c9a5b22e1b_2
0210317_092959_293.jpg, 00:16:20, 178.30ft
Tap Factory Made at 10 o'clock, 3inch dim / ROOTS
V24081-V24082_4e96e4a1-1d36-4460-b8f4-e78a62f50bad_2
0210317_092914_876.jpg, 00:15:50, 175.45ft
Tap Break-In at 12 o'clock, 3inch dim / HEAVY GREASE
V24081-V24082_0455bb7c-cb67-4f13-8aee-b28dac62e812_2
0210317_093005_444.jpg, 00:16:20, 178.30ft
Tap Factory Made at 10 o'clock, 3inch dim / ROOTS
City Street Lateral Segment Reference Nr.
05/13/2025
C6
366 of 563

Section Pictures - 3/17/2021 - V24081-V24082
VISTA PETERS 3/17/2021 V24081-V24082 11067
V24081-V24082_de87145b-ea0f-491d-ad3b-23c3975c24d6_2
0210317_093557_982.jpg, 00:21:44, 220.55ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 90% lost, within 8 inch
V24081-V24082_8634ca3b-ffd0-417b-80e5-fa0d97010f8f_202
10317_093630_311.jpg, 00:21:58, 222.25ft
Tap Break-In at 11 o'clock, 3inch dim / HEAVY ROOTS
V24081-V24082_72909977-b407-4c41-942b-40046b6e2a96_
20210317_093623_881.jpg, 00:21:58, 222.25ft
Tap Break-In at 11 o'clock, 3inch dim / HEAVY ROOTS
V24081-V24082_f31161ef-2825-46d1-b79c-e6e69960f9ee_20
210317_093753_382.jpg, 00:23:16, 232.80ft
Tap Factory Made at 10 o'clock, 3inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
367 of 563

Section Pictures - 3/17/2021 - V24081-V24082
VISTA PETERS 3/17/2021 V24081-V24082 11067
V24081-V24082_a42bc576-0a13-4845-b24b-cf31237e4cf1_2
0210317_093759_697.jpg, 00:23:16, 232.80ft
Tap Factory Made at 10 o'clock, 3inch dim
V24081-V24082_0c97d6f1-31db-4382-ade4-32de16f47b30_2
0210317_094048_497.jpg, 00:25:56, 272.50ft
Roots Tap Joint at 5 o'clock, 5% of cross sectional area, within 8 inch
V24081-V24082_988e960e-f713-4b86-a9c7-2c915703df93_2
0210317_094042_363.jpg, 00:25:56, 272.50ft
Roots Tap Joint at 5 o'clock, 5% of cross sectional area, within 8 inch
V24081-V24082_630202aa-1269-4f63-a550-71343a54c074_2
0210317_094155_839.jpg, 00:27:03, 284.05ft
Tap Factory Made Capped at 3 o'clock, 3inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
368 of 563

Section Pictures - 3/17/2021 - V24081-V24082
VISTA PETERS 3/17/2021 V24081-V24082 11067
V24081-V24082_79b44a5c-a682-4215-87a2-4cc062d4e660_
20210317_094202_986.jpg, 00:27:03, 284.05ft
Tap Factory Made Capped at 3 o'clock, 3inch dim
V24081-V24082_2e50acbf-f61c-4ebe-8cdb-8338219a27d5_2
0210317_094302_595.jpg, 00:27:48, 289.00ft
Tap Rehabilitated at 10 o'clock, 3inch dim
V24081-V24082_823d611a-e535-4ec0-9344-4225491c0b5f_2
0210317_094253_867.jpg, 00:27:48, 289.00ft
Tap Rehabilitated at 10 o'clock, 3inch dim
V24081-V24082_01f9d2ae-860a-4bc6-b939-cf1fd4a6bb56_20
210317_094909_919.jpg, 00:29:09, 289.00ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 50% lost, Finish, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
369 of 563
No. Description Quantity Unit
Asset ID: V26044-V26048
No. DS Distance Position Type
1 2
3 3 Lining of 8" pipe (VCP) 208 LF
11 Re-establish active lateral connections 3 EA

85.3' 12:00 BIC

98.4' 3:00 BIC
135.4' 10:00 BIC
12 Install lateral T-liner 3 EA
27 Cleaning and pre-video inspection 208 LF
MH NO. V26048
MH NO. V26044
2 11 12
1 11 12
3 11 12
EXIST 8" VCP SWR
PER VSD-001

EL PAJODO PL
3 27
DEPTH 11.8'
DEPTH 10.3'
05/13/2025
C6
370 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 34
City: Buena Drainage Area: V26 Upstream MH: V26044
Street: EL PAJODO PL Media Label: Up Rim to Invert: 0.0 Location Code: C/W Flow Control: Downstream MH: V26048
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1446 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V026044 00:00:07 V26044-V
26048_77
a84f97-55

0.00 MWL Water Level, 5% of the vertical dimension 00:00:09

0.00 MGO General Observation / MH V26044 INSPECTION GOOD 00:00:35 V26044-V 26048_77
24ceaf-6bf

2.90 S01 DAGS Deposits Attached Grease, 5% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch, Start
00:00:48

5.65 JOM Joint Offset Medium 00:00:58 V26044-V
26048_b0
4da561-7b
S1

5.70 RFJ Roots Fine Joint at 1 o'clock, within 8 inch 00:01:02 V26044-V 26048_15
5b3495-b1
M1

10.90 RFJ Roots Fine Joint at 3 o'clock, within 8 inch 00:01:20 V26044-V 26048_13
53a3f6-ed
M2

15.95 S04 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
00:01:49 V26044-V
26048_06
a5aabe-00

85.25 TB Tap Break-In at 12 o'clock, 3inch dim, within 8 inch 00:04:11 V26044-V 26048_53
7abe16-b1

98.40 TB Tap Break-In at 3 o'clock, 3inch dim, within 8 inch 00:05:05 V26044-V 26048_e9c
0bb6f-b73
126.75 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 30% lost, within 8 inch
00:06:07 V26044-V
26048_9a
1680d6-9e
M3
135.35 TB Tap Break-In at 10 o'clock, 3inch dim, within 8 inch 00:06:38 V26044-V 26048_28
9f9522-f5d
135.45 CL Crack Longitudinal at 9 o'clock 00:06:54 V26044-V 26048_a5
0e4135-89
S2
136.00 F04 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Finish, within 8 inch
00:08:07 M1
136.70 S03 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 45% lost, Start, within 8 inch
00:07:03 V26044-V
26048_f57
a1a18-b78
172.80 F03 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 45% lost, Finish, within 8 inch
00:08:14 M3
9/15/2020 116091 ARROYO 0703002691 V26044-V26048
Not Known 0.0Downstream 208.0 ' 213.0 '
V26044
05/13/2025
C6
371 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 35
1:1446 Distance Code Observation Counter Photo Grade
210.30 FC Fracture Circumferential from 12 o'clock to 12 o'clock 00:09:25 V26044-V 26048_27
4b2ac0-2f
S2
210.30 F01 DAGS Deposits Attached Grease, 5% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch, Finish
00:09:30 M2
210.30 F02 RTJ Roots Tap Joint from 12 o'clock to 12 o'clock, 5% of cross sectional area, Finish, within 8 inch
00:09:32 M2
210.30 MGO General Observation / PRE ENTRY TO MH V26048 00:09:33 V26044-V 26048_a8
150a8a-ce
213.05 MGO General Observation / MH V26048 INSPECTION GOOD 00:10:05 V26044-V 26048_97f
fb12c-9aa
213.05 AMH Manhole / V26048 00:10:13 V26044-V
26048_53
3c6b1d-fb
9/15/2020 116091 ARROYO 0703002691 V26044-V26048
Not Known 0.0Downstream 208.0 ' 213.0 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
2211 382O 5.0 187.0 1.7 2.1 2.1192.0
QOR
382O
V26048
05/13/2025
C6
372 of 563

Section Pictures - 9/15/2020 - V26044-V26048
Buena EL PAJODO PL 9/15/2020 V26044-V26048 11262
V26044-V26048_77a84f97-559e-4623-b686-06620296bcfa_2
0200915_134006_413.jpg, 00:00:07, 0.00ft
Manhole / V026044
V26044-V26048_b04da561-7b3c-4f79-ba53-f0a3b822aa15_2
0200915_134137_203.jpg, 00:00:58, 5.65ft
Joint Offset Medium
V26044-V26048_7724ceaf-6bfc-40f1-aab0-d05f6c4ad093_20
200915_134058_716.jpg, 00:00:35, 0.00ft
General Observation / MH V26044 INSPECTION GOOD
V26044-V26048_155b3495-b179-4fbb-94f3-a32e54464f09_20
200915_134151_191.jpg, 00:01:02, 5.70ft
Roots Fine Joint at 1 o'clock, within 8 inch
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
373 of 563

Section Pictures - 9/15/2020 - V26044-V26048
Buena EL PAJODO PL 9/15/2020 V26044-V26048 11262
V26044-V26048_579140b6-3887-4be0-8fe5-dae05ccd12e2_2
0200915_134155_086.jpg, 00:01:02, 5.70ft
Roots Fine Joint at 1 o'clock, within 8 inch
V26044-V26048_d4944160-a997-41a2-9514-255a69dcf36e_2
0200915_134227_642.jpg, 00:01:20, 10.90ft
Roots Fine Joint at 3 o'clock, within 8 inch
V26044-V26048_1353a3f6-ed5d-47e3-b2db-a0b1582cb9b9_2
0200915_134221_386.jpg, 00:01:20, 10.90ft
Roots Fine Joint at 3 o'clock, within 8 inch
V26044-V26048_06a5aabe-0040-4628-bdcb-bfa76e2cff17_20
200915_134302_397.jpg, 00:01:49, 15.95ft
Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
374 of 563

Section Pictures - 9/15/2020 - V26044-V26048
Buena EL PAJODO PL 9/15/2020 V26044-V26048 11262
V26044-V26048_ef8e5171-3630-480d-b446-d18efcafa095_20
200915_134308_286.jpg, 00:01:49, 15.95ft
Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
V26044-V26048_54615fc7-d531-44f6-997f-384788ba74bc_20
200915_134554_867.jpg, 00:04:11, 85.25ft
Tap Break-In at 12 o'clock, 3inch dim, within 8 inch
V26044-V26048_537abe16-b1a8-48bc-8ba4-59cb7c5f1134_2
0200915_134548_300.jpg, 00:04:11, 85.25ft
Tap Break-In at 12 o'clock, 3inch dim, within 8 inch
V26044-V26048_e9c0bb6f-b733-4236-a603-29539acf86ac_2
0200915_134651_313.jpg, 00:05:05, 98.40ft
Tap Break-In at 3 o'clock, 3inch dim, within 8 inch
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
375 of 563

Section Pictures - 9/15/2020 - V26044-V26048
Buena EL PAJODO PL 9/15/2020 V26044-V26048 11262
V26044-V26048_603f03e5-6c52-41c2-a0f0-b650df97533d_20
200915_134658_730.jpg, 00:05:05, 98.40ft
Tap Break-In at 3 o'clock, 3inch dim, within 8 inch
V26044-V26048_568a2f1c-2cd1-49b6-8afc-a8741bbbd5c5_20
200915_134901_912.jpg, 00:06:07, 126.75ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 30% lost, within 8 inch
V26044-V26048_9a1680d6-9ef4-4759-b558-7491b606c15d_2
0200915_134854_710.jpg, 00:06:07, 126.75ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 30% lost, within 8 inch
V26044-V26048_289f9522-f5d2-402c-9fdf-a21cc282048f_202
00915_134935_158.jpg, 00:06:38, 135.35ft
Tap Break-In at 10 o'clock, 3inch dim, within 8 inch
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
376 of 563

Section Pictures - 9/15/2020 - V26044-V26048
Buena EL PAJODO PL 9/15/2020 V26044-V26048 11262
V26044-V26048_203e42da-bf09-4674-b7db-1aa69391977a_2
0200915_134940_433.jpg, 00:06:38, 135.35ft
Tap Break-In at 10 o'clock, 3inch dim, within 8 inch
V26044-V26048_f57a1a18-b78e-4334-8e0d-4668f3a90094_2
0200915_135030_324.jpg, 00:07:03, 136.70ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 45% lost, Start, within 8 inch
V26044-V26048_a50e4135-89c2-474e-aa90-9d6dbe51e01e_
20200915_135000_924.jpg, 00:06:54, 135.45ft
Crack Longitudinal at 9 o'clock
V26044-V26048_84a35a90-d248-4d99-b4df-e3cb20056908_2
0200915_135036_740.jpg, 00:07:03, 136.70ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 45% lost, Start, within 8 inch
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
377 of 563

Section Pictures - 9/15/2020 - V26044-V26048
Buena EL PAJODO PL 9/15/2020 V26044-V26048 11262
V26044-V26048_274b2ac0-2fb3-4ace-801f-278d8c4b1642_2
0200915_135311_012.jpg, 00:09:25, 210.30ft
Fracture Circumferential from 12 o'clock to 12 o'clock
V26044-V26048_97ffb12c-9aad-4032-bca6-47426ff5c2a4_20
200915_135437_872.jpg, 00:10:05, 213.05ft
General Observation / MH V26048 INSPECTION GOOD
V26044-V26048_a8150a8a-ce3f-4494-a6ed-82d4891aeffa_20
200915_135342_556.jpg, 00:09:33, 210.30ft
General Observation / PRE ENTRY TO MH V26048
V26044-V26048_533c6b1d-fb47-4608-b21e-65412e93c41e_2
0200915_135450_952.jpg, 00:10:13, 213.05ft
Manhole / V26048
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
378 of 563
No. Description Quantity Unit
Asset ID: V26120-V26121
No. DS Distance Position Type
1 2
3 4
5 DEPTH 19.5'
3 Lining of 8" pipe (VCP) 138 LF
11 Re-establish lateral connection 7 EA

55.7' 12:00 BIC

98.1' 9:00 BIC
129.0' BIC
147.0' 12:00 BIC
195.4' 12:00 BIC
9:00
7 204.7' 9:00 BIC
6 202.4' 12:00 BIC
12 Install lateral T-liner 7 EA
27 Cleaning and pre-video inspection 138 LF
MH NO. V26121
11112
21112
31112
4 11 1251112
6 11 12
7 11 12
EXIST 8" VCP SWR
PER A-116327

PHILMAR LN
MH NO. V26120
CONSTRUCTION NOTE: SEWER PLUG V26120 TO BE REPLACED PER SEPARATE CONTRACT.

REPAIR WORK ON THIS PIPE TO BE PERFORMED AT END OF SCHEDULE.

DEPTH 8.3'
05/13/2025
C6
379 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 17
City: Vista Drainage Area: V26 Upstream MH: V26120
Street: PHILLIPS ST Media Label: Up Rim to Invert: 0.0
Location Code: Flow Control: Downstream MH: V26121
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Sanitary Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Routine Assessment Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1037 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V26121 00:00:22 V26120-V
26121_14
b557e4-da

0.00 MWL Water Level, 5% of the vertical dimension 00:00:49 V26120-V 26121_4c7
0bca1-c13

0.00 MGO General Observation / MH V26121 INSPECTION IS OK.

HEAVY ROOTS
00:01:32 V26120-V
26121_30f
0c464-9bc

0.05 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 50% lost, within 8 inch
00:02:18 V26120-V
26121_64
5acb9f-db
M3

6.00 MGO General Observation / SET TO 6 FEET 00:03:03 V26120-V 26121_7c2
26b71-896

8.15 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 40% lost, within 8 inch
00:03:32 V26120-V
26121_00
273205-db
M3

12.90 RFJ Roots Fine Joint from 3 o'clock to 9 o'clock, within 8 inch 00:04:15 V26120-V 26121_47
5ed09d-d3
M1

17.70 S01 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 40% lost, Start, within 8 inch
00:04:43 V26120-V
26121_d5
2ec2d4-a5

55.70 TB Tap Break-In at 12 o'clock, 3inch dim, within 8 inch 00:07:33 V26120-V 26121_afc
f811f-441f-

83.85 F01 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 40% lost, Finish, within 8 inch
00:09:12 M3

89.45 RFJ Roots Fine Joint from 4 o'clock to 6 o'clock, within 8 inch 00:09:39 V26120-V 26121_3ef
2322d-a62
M1

98.10 TB Tap Break-In at 9 o'clock, 3inch dim, within 8 inch 00:10:25 V26120-V 26121_c02
1982f-2acf

99.55 FM Fracture Multiple from 7 o'clock to 11 o'clock 00:11:11 V26120-V 26121_47
174986-50
S4
104.90 RFJ Roots Fine Joint from 6 o'clock to 8 o'clock, within 8 inch 00:12:00 V26120-V 26121_5c3
52fdd-f640
M1
109.85 RFJ Roots Fine Joint at 12 o'clock, within 8 inch 00:12:28 V26120-V 26121_26
d0c5c5-fad
M1
129.00 TB Tap Break-In at 9 o'clock, 3inch dim, within 8 inch 00:13:49 V26120-V 26121_69
2df534-b8
9/21/2020 116044 Dry OLIVEROS 0703002691 V26120-V26121
Not Known 0.0Upstream 206.6 ' 206.6 '
V26121
05/13/2025
C6
380 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 18
1:1037 Distance Code Observation Counter Photo Grade
145.75 FM Fracture Multiple from 6 o'clock to 8 o'clock 00:14:59 S4 145.75 RFJ Roots Fine Joint from 3 o'clock to 9 o'clock, within 8 inch 00:15:09 V26120-V 26121_ccd
6b372-240
M1
147.00 TB Tap Break-In at 12 o'clock, 3inch dim, within 8 inch 00:15:38 V26120-V 26121_ab
9ad4a0-73
166.10 RTJ Roots Tap Joint at 10 o'clock, 5% of cross sectional area, within 8 inch
00:16:54 V26120-V
26121_a7
3795ec-e1
M2
195.40 TBA Tap Break-In Active at 12 o'clock, 3inch dim, within 8 inch 00:18:47 V26120-V 26121_10
993121-74
201.45 B Broken from 12 o'clock to 12 o'clock 00:19:48 V26120-V 26121_c98
23037-51f
S5
201.90 FM Fracture Multiple from 11 o'clock to 1 o'clock 00:20:05 V26120-V 26121_d2
0a5822-bc
S4
202.40 TBA Tap Break-In Active at 12 o'clock, 3inch dim, within 8 inch 00:20:19 V26120-V 26121_60
ebfe85-1c
203.75 FM Fracture Multiple from 4 o'clock to 6 o'clock 00:20:59 V26120-V 26121_5bc
394d8-445
S4
204.70 TB Tap Break-In at 9 o'clock, 3inch dim, within 8 inch 00:21:24 V26120-V 26121_a7f
edf02-5ce
205.90 MGO General Observation / STUBOUT V26120 INSPECTION IS GOOD
00:22:02 V26120-V
26121_d4f
7f2dd-0e2f
206.65 AEP End of Pipe / STUBOUT V26120 00:22:15 V26120-V 26121_7c6
2edbc-094
9/21/2020 116044 Dry OLIVEROS 0703002691 V26120-V26121
Not Known 0.0Upstream 206.6 ' 206.6 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5144 3B21 21.0 52.0 4.2 2.5 2.873.0
QOR
5144
V26120
05/13/2025
C6
381 of 563

Section Pictures - 9/21/2020 - V26120-V26121
Vista PHILLIPS ST 9/21/2020 V26120-V26121 11361
V26120-V26121_14b557e4-da83-4319-b1dc-96fcf7f8b511_20
200921_140303_673.jpg, 00:00:22, 0.00ft
Manhole / V26121
V26120-V26121_30f0c464-9bc9-4a02-9e92-bb2bd5c8272c_2
0200921_140504_668.jpg, 00:01:32, 0.00ft
General Observation / MH V26121 INSPECTION IS OK.

HEAVY ROOTS
V26120-V26121_4c70bca1-c135-4176-bc08-ab95639772b3_2
0200921_140356_617.jpg, 00:00:49, 0.00ft
Water Level, 5% of the vertical dimension
V26120-V26121_9bc5ef86-e094-4b52-b256-a287684b6a78_2
0200921_140507_671.jpg, 00:01:32, 0.00ft
General Observation / MH V26121 INSPECTION IS OK.

HEAVY ROOTS
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
382 of 563

Section Pictures - 9/21/2020 - V26120-V26121
Vista PHILLIPS ST 9/21/2020 V26120-V26121 11361
V26120-V26121_645acb9f-db2b-4ac3-98a6-bdda12922a89_2
0200921_140631_722.jpg, 00:02:18, 0.05ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 50% lost, within 8 inch
V26120-V26121_5cef6386-0015-490c-be36-55ebacd70d97_2
0200921_140733_715.jpg, 00:03:03, 6.00ft
General Observation / SET TO 6 FEET
V26120-V26121_7c226b71-896c-4b2e-88c1-ca3afd916112_2
0200921_140733_426.jpg, 00:03:03, 6.00ft
General Observation / SET TO 6 FEET
V26120-V26121_00273205-dbb8-4490-af0d-3052780bc070_2
0200921_140814_406.jpg, 00:03:32, 8.15ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 40% lost, within 8 inch
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
383 of 563

Section Pictures - 9/21/2020 - V26120-V26121
Vista PHILLIPS ST 9/21/2020 V26120-V26121 11361
V26120-V26121_fc558e49-58e5-4668-8960-05023428030c_2
0200921_140825_554.jpg, 00:03:32, 8.15ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 40% lost, within 8 inch
V26120-V26121_ac4a5f87-a687-436a-b2f3-093d2df440c9_20
200921_140913_074.jpg, 00:04:15, 12.90ft
Roots Fine Joint from 3 o'clock to 9 o'clock, within 8 inch V26120-V26121_475ed09d-d357-447e-b35d-14983372bdb1_
20200921_140907_030.jpg, 00:04:15, 12.90ft
Roots Fine Joint from 3 o'clock to 9 o'clock, within 8 inch V26120-V26121_d52ec2d4-a51d-4c2d-9a2e-154fbd311689_2
0200921_140949_574.jpg, 00:04:43, 17.70ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 40% lost, Start, within 8 inch
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
384 of 563

Section Pictures - 9/21/2020 - V26120-V26121
Vista PHILLIPS ST 9/21/2020 V26120-V26121 11361
V26120-V26121_afcf811f-441f-484e-8fe2-73895d374ff0_2020 0921_141251_059.jpg, 00:07:33, 55.70ft
Tap Break-In at 12 o'clock, 3inch dim, within 8 inch
V26120-V26121_3ef2322d-a627-41fd-9494-94e5d2f6fb76_20
200921_141512_122.jpg, 00:09:39, 89.45ft
Roots Fine Joint from 4 o'clock to 6 o'clock, within 8 inch V26120-V26121_628bd581-8050-47c2-ba82-9384a84c31be_
20200921_141258_945.jpg, 00:07:33, 55.70ft
Tap Break-In at 12 o'clock, 3inch dim, within 8 inch
V26120-V26121_c021982f-2acf-4649-b89f-e08755fcca46_202
00921_141608_012.jpg, 00:10:25, 98.10ft
Tap Break-In at 9 o'clock, 3inch dim, within 8 inch
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
385 of 563

Section Pictures - 9/21/2020 - V26120-V26121
Vista PHILLIPS ST 9/21/2020 V26120-V26121 11361
V26120-V26121_2ce79d6e-38c1-404a-8fdc-1ea5b1eb4be1_2
0200921_141616_784.jpg, 00:10:25, 98.10ft
Tap Break-In at 9 o'clock, 3inch dim, within 8 inch
V26120-V26121_1f5d86e6-3b55-4eb2-a850-27ee7de9766a_2
0200921_141719_244.jpg, 00:11:11, 99.55ft
Fracture Multiple from 7 o'clock to 11 o'clock
V26120-V26121_47174986-5000-4fa6-9c31-9bf895db4bfa_20
200921_141707_705.jpg, 00:11:11, 99.55ft
Fracture Multiple from 7 o'clock to 11 o'clock
V26120-V26121_5c352fdd-f640-437e-b24f-965b19ff0b1e_202
00921_141807_186.jpg, 00:12:00, 104.90ft
Roots Fine Joint from 6 o'clock to 8 o'clock, within 8 inch City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
386 of 563

Section Pictures - 9/21/2020 - V26120-V26121
Vista PHILLIPS ST 9/21/2020 V26120-V26121 11361
V26120-V26121_2adf3d30-74a4-48a7-8b2b-319348bab154_2
0200921_141812_951.jpg, 00:12:00, 104.90ft
Roots Fine Joint from 6 o'clock to 8 o'clock, within 8 inch V26120-V26121_692df534-b83c-4dee-b418-89ae50cc2a49_2
0200921_142018_709.jpg, 00:13:49, 129.00ft
Tap Break-In at 9 o'clock, 3inch dim, within 8 inch
V26120-V26121_26d0c5c5-fadc-482a-9a7e-9180d7bed9db_2
0200921_141848_066.jpg, 00:12:28, 109.85ft
Roots Fine Joint at 12 o'clock, within 8 inch
V26120-V26121_07f730e0-5905-47f2-b645-7b20aadcab8a_2
0200921_142026_436.jpg, 00:13:49, 129.00ft
Tap Break-In at 9 o'clock, 3inch dim, within 8 inch
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
387 of 563

Section Pictures - 9/21/2020 - V26120-V26121
Vista PHILLIPS ST 9/21/2020 V26120-V26121 11361
V26120-V26121_ccd6b372-240f-4d11-aa6d-cfb6681caf5e_20
200921_142158_831.jpg, 00:15:09, 145.75ft
Roots Fine Joint from 3 o'clock to 9 o'clock, within 8 inch V26120-V26121_ab9ad4a0-7379-483f-8ef1-89c566397114_2
0200921_142235_625.jpg, 00:15:38, 147.00ft
Tap Break-In at 12 o'clock, 3inch dim, within 8 inch
V26120-V26121_1d93d1aa-4631-4775-8288-673ca2c72025_
20200921_142207_608.jpg, 00:15:09, 145.75ft
Roots Fine Joint from 3 o'clock to 9 o'clock, within 8 inch V26120-V26121_47f36b05-362a-4810-8a40-0a5c2afe3ae2_2
0200921_142242_375.jpg, 00:15:38, 147.00ft
Tap Break-In at 12 o'clock, 3inch dim, within 8 inch
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
388 of 563

Section Pictures - 9/21/2020 - V26120-V26121
Vista PHILLIPS ST 9/21/2020 V26120-V26121 11361
V26120-V26121_a73795ec-e145-42d0-9088-705b843298e6_
20200921_142404_683.jpg, 00:16:54, 166.10ft
Roots Tap Joint at 10 o'clock, 5% of cross sectional area, within 8 inch
V26120-V26121_cbec7bf0-b6d1-4216-814a-b9fa0f76d704_20
200921_142618_880.jpg, 00:18:47, 195.40ft
Tap Break-In Active at 12 o'clock, 3inch dim, within 8 inch V26120-V26121_10993121-747f-403a-8c13-a3744838e0cf_2
0200921_142610_849.jpg, 00:18:47, 195.40ft
Tap Break-In Active at 12 o'clock, 3inch dim, within 8 inch V26120-V26121_c9823037-51fc-4ad7-8c05-7d76bb5fcb5e_20
200921_142721_779.jpg, 00:19:48, 201.45ft
Broken from 12 o'clock to 12 o'clock
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
389 of 563

Section Pictures - 9/21/2020 - V26120-V26121
Vista PHILLIPS ST 9/21/2020 V26120-V26121 11361
V26120-V26121_d20a5822-bcc4-4094-baa8-0d7353a975ea_
20200921_142805_515.jpg, 00:20:05, 201.90ft
Fracture Multiple from 11 o'clock to 1 o'clock
V26120-V26121_833be63b-00a5-4cdd-af51-f2c4b44c9491_2
0200921_142839_885.jpg, 00:20:19, 202.40ft
Tap Break-In Active at 12 o'clock, 3inch dim, within 8 inch V26120-V26121_60ebfe85-1cd2-4872-8b8a-3dd4f257893a_2
0200921_142830_451.jpg, 00:20:19, 202.40ft
Tap Break-In Active at 12 o'clock, 3inch dim, within 8 inch V26120-V26121_5bc394d8-4450-4790-ae23-2e563a14db7c_
20200921_142918_417.jpg, 00:20:59, 203.75ft
Fracture Multiple from 4 o'clock to 6 o'clock
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
390 of 563

Section Pictures - 9/21/2020 - V26120-V26121
Vista PHILLIPS ST 9/21/2020 V26120-V26121 11361
V26120-V26121_a7fedf02-5ceb-4c6f-8fc7-6c3c2d29f348_202
00921_142953_417.jpg, 00:21:24, 204.70ft
Tap Break-In at 9 o'clock, 3inch dim, within 8 inch
V26120-V26121_d4f7f2dd-0e2f-4a5b-808c-949fc7fdd6a4_202
00921_143052_891.jpg, 00:22:02, 205.90ft
General Observation / STUBOUT V26120 INSPECTION IS
GOOD
V26120-V26121_1464b013-eb01-452a-b2e9-b5f76a954c3e_2
0200921_143000_610.jpg, 00:21:24, 204.70ft
Tap Break-In at 9 o'clock, 3inch dim, within 8 inch
V26120-V26121_7c62edbc-0940-47f7-aa75-a10be758257a_2
0200921_143130_167.jpg, 00:22:15, 206.65ft
End of Pipe / STUBOUT V26120
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
391 of 563
No. Description Quantity Unit
Asset ID: V28119-V28120
No. DS Distance Position Type
1 3 Lining of 8" pipe (VCP) 137 LF
11 Re-establish lateral connection 1 EA
12 Install lateral T-liner 1 EA
27 Cleaning and pre-video inspection 137 LF
131.7' 12:00 BIC
MH NO. V28119
MH NO. V28120
1 11 12
EXIST 8" VCP SWR
PER A-027LADO DE LOMA DR.BANDINI PL.

EL MIRASO
DEPTH 7.6'
DEPTH 7.1'
05/13/2025
C6
392 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 15
City: VISTA Drainage Area: Upstream MH: V28119
Street: EL MIRASO/LADO DE LOMAMedia Label: Up Rim to Invert: 0.0 Location Code: Flow Control: Downstream MH: V28120
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:668 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V28119 00:00:10 V28119-V
28120_30
7f1271-8e

0.00 MWL Water Level, 5% of the vertical dimension 00:00:39

0.00 MGO General Observation / MH V28119 INSPECTION GOOD 00:00:55 V28119-V 28120_6b
bc6ccd-c1

5.95 MGO General Observation / SET 6FT 00:01:15

5.95 S01 DAGS Deposits Attached Grease, 5% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch, Start
00:01:18

12.25 JOM Joint Offset Medium 00:01:37 V28119-V
28120_bb
4131cc-31
S1

14.80 LD Alignment Down, 20% changed 00:01:46 M1

25.65 JOM Joint Offset Medium 00:02:31 V28119-V
28120_73
60eea5-0f
S1

26.20 S02 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
00:02:20 V28119-V
28120_ea
dd3fca-37c

29.80 FL Fracture Longitudinal at 12 o'clock 00:02:48 V28119-V 28120_56
e4c07c-63
S3

39.95 FH3 Fracture Longitudinal Hinge, 3 from 9 o'clock to 3 o'clock 00:03:32 V28119-V 28120_d3
467d9f-5b
S5

49.70 S04 JOM Joint Offset Medium, Start 00:04:10 V28119-V 28120_fd6
cd1d8-582

60.30 FH3 Fracture Longitudinal Hinge, 3 from 9 o'clock to 3 o'clock 00:04:37 V28119-V 28120_53
558402-c0
S3

73.15 CH2 Crack Longitudinal Hinge, 2 from 9 o'clock to 12 o'clock 00:05:49 S2

77.70 S07 FL Fracture Longitudinal at 12 o'clock, within 8 inch, Start 00:06:10

82.40 F07 FL Fracture Longitudinal at 12 o'clock, within 8 inch, Finish 00:06:37 S3 1/19/2021 120582 ARROYO 0703002691 V28119-V28120
Not Known 0.0Downstream 137.3 ' 137.3 '
V28119
05/13/2025
C6
393 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 16
1:668 Distance Code Observation Counter Photo Grade

94.60 FL Fracture Longitudinal at 12 o'clock, within 8 inch 00:07:04 V28119-V 28120_ba
6b7a54-22
S3
104.50 S08 FM Fracture Multiple from 11 o'clock to 12 o'clock, within 8 inch, Start
00:07:37 V28119-V
28120_ed
4f3236-bc
111.55 F08 FM Fracture Multiple from 11 o'clock to 12 o'clock, within 8 inch, Finish
00:08:18 S4
121.00 RTL Roots Tap Lateral from 7 o'clock to 8 o'clock, 10% of cross sectional area
00:08:40 M2
125.15 FL Fracture Longitudinal at 9 o'clock, within 8 inch 00:08:57 V28119-V 28120_c23
574a9-373
S3
130.75 CL Crack Longitudinal at 12 o'clock, within 8 inch 00:09:17 V28119-V 28120_5c8
a354e-b15
S2
131.70 TB Tap Break-In at 12 o'clock, 3inch dim, within 8 inch 00:09:22 V28119-V 28120_07
012e03-17
134.10 F01 DAGS Deposits Attached Grease, 5% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch, Finish
00:09:36 M2
134.10 F02 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Finish, within 8 inch
00:09:38 M1
134.10 F04 JOM Joint Offset Medium, Finish 00:09:39 S1
134.10 MGO General Observation / PRE ENTRY TO MH V28120 00:09:40 V28119-V 28120_89
42d703-6e
137.35 MGO General Observation / MH V28120 INSPECTION GOOD 00:10:21 V28119-V 28120_17
0f8828-9b
137.35 AMH Manhole / V28120 00:10:29 V28119-V
28120_96
9c3ded-e2
1/19/2021 120582 ARROYO 0703002691 V28119-V28120
Not Known 0.0Downstream 137.3 ' 137.3 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5141 2D1C 42.0 77.0 1.6 1.5 1.6119.0
QOR
5141
V28120
05/13/2025
C6
394 of 563

Section Pictures - 1/19/2021 - V28119-V28120

VISTA EL MIRASO/LADO DE
LOMA
1/19/2021 V28119-V28120 11689
V28119-V28120_307f1271-8ec4-415e-b6ea-e0a99942dfea_2
0210119_125650_167.jpg, 00:00:10, 0.00ft
Manhole / V28119
V28119-V28120_bb4131cc-3167-43e5-8d47-9a61b2a4178b_
20210119_130008_674.jpg, 00:01:37, 12.25ft
Joint Offset Medium
V28119-V28120_6bbc6ccd-c1a2-43a9-9657-4246b6d7048f_2
0210119_125838_354.jpg, 00:00:55, 0.00ft
General Observation / MH V28119 INSPECTION GOOD
V28119-V28120_7360eea5-0f3a-47e3-9352-e8ecb24bf42c_2
0210119_130129_524.jpg, 00:02:31, 25.65ft
Joint Offset Medium
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
395 of 563

Section Pictures - 1/19/2021 - V28119-V28120

VISTA EL MIRASO/LADO DE
LOMA
1/19/2021 V28119-V28120 11689
V28119-V28120_eadd3fca-37c3-4474-8523-e78f196056a9_2
0210119_130113_262.jpg, 00:02:20, 26.20ft
Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
V28119-V28120_56e4c07c-6390-45b0-9f84-b7b4386cfc46_20
210119_130153_182.jpg, 00:02:48, 29.80ft
Fracture Longitudinal at 12 o'clock
V28119-V28120_42872b3a-80eb-423a-8c75-ad8438282589_
20210119_130118_819.jpg, 00:02:20, 26.20ft
Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
V28119-V28120_d3467d9f-5b54-4bc8-a589-0bddde58de68_2
0210119_130258_417.jpg, 00:03:32, 39.95ft
Fracture Longitudinal Hinge, 3 from 9 o'clock to 3 o'clock City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
396 of 563

Section Pictures - 1/19/2021 - V28119-V28120

VISTA EL MIRASO/LADO DE
LOMA
1/19/2021 V28119-V28120 11689
V28119-V28120_fd6cd1d8-5829-4b24-b92c-b66c705b1075_2
0210119_130345_317.jpg, 00:04:10, 49.70ft
Joint Offset Medium, Start
V28119-V28120_ba6b7a54-2239-483b-b438-d9f75b5e70a7_2
0210119_130749_332.jpg, 00:07:04, 94.60ft
Fracture Longitudinal at 12 o'clock, within 8 inch
V28119-V28120_53558402-c051-4c43-8ada-e1535016fa25_2
0210119_130436_423.jpg, 00:04:37, 60.30ft
Fracture Longitudinal Hinge, 3 from 9 o'clock to 3 o'clock V28119-V28120_ed4f3236-bc56-40e3-bfb5-ebb2617e3d35_2
0210119_130903_077.jpg, 00:07:37, 104.50ft
Fracture Multiple from 11 o'clock to 12 o'clock, within 8 inch, Start
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
397 of 563

Section Pictures - 1/19/2021 - V28119-V28120

VISTA EL MIRASO/LADO DE
LOMA
1/19/2021 V28119-V28120 11689
V28119-V28120_c23574a9-3737-41a1-8040-32344d66b454_
20210119_131057_202.jpg, 00:08:57, 125.15ft
Fracture Longitudinal at 9 o'clock, within 8 inch
V28119-V28120_07012e03-1791-4788-a27b-f2aa31c40e8d_2
0210119_131137_217.jpg, 00:09:22, 131.70ft
Tap Break-In at 12 o'clock, 3inch dim, within 8 inch
V28119-V28120_5c8a354e-b15c-43f4-b0c5-bc61faddc829_20
210119_131124_999.jpg, 00:09:17, 130.75ft
Crack Longitudinal at 12 o'clock, within 8 inch
V28119-V28120_45e115de-1744-45b6-96b0-acaec3bcb9c4_2
0210119_131142_310.jpg, 00:09:22, 131.70ft
Tap Break-In at 12 o'clock, 3inch dim, within 8 inch
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
398 of 563

Section Pictures - 1/19/2021 - V28119-V28120

VISTA EL MIRASO/LADO DE
LOMA
1/19/2021 V28119-V28120 11689
V28119-V28120_8942d703-6e5f-49f4-b0d2-61b0a33e6ce8_2
0210119_131225_727.jpg, 00:09:40, 134.10ft
General Observation / PRE ENTRY TO MH V28120
V28119-V28120_969c3ded-e22c-4fb0-b8bc-06a1ee6a9e97_2
0210119_131332_408.jpg, 00:10:29, 137.35ft
Manhole / V28120
V28119-V28120_170f8828-9b7c-421a-84ed-aaa540f08099_2
0210119_131321_656.jpg, 00:10:21, 137.35ft
General Observation / MH V28120 INSPECTION GOOD
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
399 of 563
No. Description Quantity Unit
Asset ID: V29040-V29041
No. DS Distance Position Type
1 2
3 3 Lining of 8" pipe (VCP) 310 LF
11 Re-establish lateral connection 3 EA
12 Install lateral T-liner 3 EA
27 Cleaning and pre-video inspection 310 LF

23.7' 12:00 BIC
137.0' 2:00 BIC
189.0 BIC2:00
MH NO. V29041
MH NO. V29040
1 2
3 11 12
11 12
11 12
EXIST 8" VCP SWR
PER A63-04 3 27

BANDINI PL
DEPTH 8.6'
DEPTH 12.2'
05/13/2025
C6
400 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 11
City: VISTA Drainage Area: Upstream MH: V29040
Street: BANDINI Media Label: Up Rim to Invert: 0.0
Location Code: Flow Control: Downstream MH: V29041
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:2125 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V29040 00:00:07 V29040-V
29041_a7
7ce06a-ed

0.00 MWL Water Level, 5% of the vertical dimension 00:00:14 V29040-V 29041_97
56b1e0-d1

0.00 MGO General Observation / MH V29040 INSPECTION. GOOD 00:00:52

5.25 MGO General Observation / SET TO 6 FEET 00:01:54

6.00 RFJ Roots Fine Joint at 4 o'clock, within 8 inch 00:01:31 V29040-V 29041_74
1c9471-fce
M1

11.05 RMJ Roots Medium Joint from 3 o'clock to 7 o'clock, 25% lost, within 8 inch
00:02:17 V29040-V
29041_69
897f15-9c
M3

11.50 FM Fracture Multiple from 9 o'clock to 10 o'clock 00:02:36 V29040-V 29041_6a
5a5ffd-855
S4

13.25 FH3 Fracture Longitudinal Hinge, 3 from 9 o'clock to 3 o'clock 00:03:03 V29040-V 29041_10
3e4c3a-05
S5

23.70 TB Tap Break-In at 12 o'clock, 3inch dim 00:03:56 V29040-V 29041_f9f
ee265-877
137.00 TBA Tap Break-In Active at 2 o'clock, 3inch dim 00:10:38 V29040-V 29041_d9
766060-01
189.00 TB Tap Break-In at 2 o'clock, 3inch dim 00:14:04 V29040-V 29041_c4a
cb5f7-ecd0
192.35 FS Fracture Spiral from 4 o'clock to 10 o'clock 00:14:54 V29040-V 29041_8e
ecad1b-a6
S2
207.80 RFJ Roots Fine Joint at 7 o'clock, within 8 inch 00:16:06 V29040-V 29041_49
acfc8a-dca
M1
213.25 RFJ Roots Fine Joint from 4 o'clock to 8 o'clock, within 8 inch 00:16:33 V29040-V 29041_4a
83ae3f-ef4
M1
268.55 RFJ Roots Fine Joint from 4 o'clock to 8 o'clock, within 8 inch 00:20:28 V29040-V 29041_5a
af8c43-52
M1
279.00 RFJ Roots Fine Joint from 4 o'clock to 8 o'clock, within 8 inch 00:21:31 V29040-V 29041_85
993d28-9e
M1
7/19/2021 127422 OLIVEROS 0703002691 V29040-V29041
Not Known 0.0Downstream 310.1 ' 310.1 '
V29040
05/13/2025
C6
401 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 12
1:2125 Distance Code Observation Counter Photo Grade
283.95 RFJ Roots Fine Joint at 5 o'clock, within 8 inch 00:21:52 M1 288.90 S02 RFJ Roots Fine Joint from 4 o'clock to 8 o'clock, Start, within 8 inch
00:22:11 V29040-V
29041_b3
23c1a6-b2
294.80 FM Fracture Multiple from 3 o'clock to 5 o'clock 00:22:43 V29040-V 29041_6f2
e33d5-d49
S4
304.15 RMJ Roots Medium Joint from 4 o'clock to 6 o'clock, 15% lost, within 8 inch
00:23:29 V29040-V
29041_72
db4928-d6
M3
304.60 FM Fracture Multiple from 1 o'clock to 3 o'clock 00:23:37 V29040-V 29041_88c
ed1f5-63f8
S4
310.10 MGO General Observation / MH V29041 INSPECTION. GOOD 00:24:51 V29040-V 29041_1d
8f5160-efa
310.10 F02 RFJ Roots Fine Joint from 4 o'clock to 8 o'clock, Finish, within 8 inch
00:25:16 M1
310.10 AMH Manhole / V29041 00:25:20 V29040-V
29041_f73
a100f-799
7/19/2021 127422 OLIVEROS 0703002691 V29040-V29041
Not Known 0.0Downstream 310.1 ' 310.1 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5143 321A 19.0 16.0 3.8 1.3 2.135.0
QOR
5143
V29041
05/13/2025
C6
402 of 563

Section Pictures - 7/19/2021 - V29040-V29041
VISTA BANDINI 7/19/2021 V29040-V29041 11780
V29040-V29041_a77ce06a-ed9e-476b-91f3-2b0d43ef1ef2_20
210719_081506_003.jpg, 00:00:07, 0.00ft
Manhole / V29040
V29040-V29041_741c9471-fced-4e84-895e-0f8c59a79de4_2
0210719_081813_154.jpg, 00:01:31, 6.00ft
Roots Fine Joint at 4 o'clock, within 8 inch
V29040-V29041_9756b1e0-d1c2-4f42-9a8a-255faa3a86c2_2
0210719_081517_128.jpg, 00:00:14, 0.00ft
Water Level, 5% of the vertical dimension
V29040-V29041_4063e74f-9abd-4fd1-8c5a-3d932b22ed98_2
0210719_081908_958.jpg, 00:01:31, 6.00ft
Roots Fine Joint at 4 o'clock, within 8 inch
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
403 of 563

Section Pictures - 7/19/2021 - V29040-V29041
VISTA BANDINI 7/19/2021 V29040-V29041 11780
V29040-V29041_69897f15-9ced-4e3d-8c21-8bec5c08c7c0_2
0210719_081954_758.jpg, 00:02:17, 11.05ft
Roots Medium Joint from 3 o'clock to 7 o'clock, 25% lost, within 8 inch
V29040-V29041_6a5a5ffd-8557-4d72-ba02-624aa8029b9c_2
0210719_082022_086.jpg, 00:02:36, 11.50ft
Fracture Multiple from 9 o'clock to 10 o'clock
V29040-V29041_a694b854-7a43-4919-89b4-c1fb26978afe_2
0210719_082000_613.jpg, 00:02:17, 11.05ft
Roots Medium Joint from 3 o'clock to 7 o'clock, 25% lost, within 8 inch
V29040-V29041_103e4c3a-053b-4636-be63-c27f5e3c6699_2
0210719_082102_520.jpg, 00:03:03, 13.25ft
Fracture Longitudinal Hinge, 3 from 9 o'clock to 3 o'clock City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
404 of 563

Section Pictures - 7/19/2021 - V29040-V29041
VISTA BANDINI 7/19/2021 V29040-V29041 11780
V29040-V29041_f9fee265-8774-4ce9-bc12-b2476caaf0f6_20
210719_082319_989.jpg, 00:03:56, 23.70ft
Tap Break-In at 12 o'clock, 3inch dim
V29040-V29041_d9766060-0150-4355-8061-b86d745951e7_
20210719_083019_742.jpg, 00:10:38, 137.00ft
Tap Break-In Active at 2 o'clock, 3inch dim
V29040-V29041_dc6f6bee-48b7-4eb9-ac18-6d13a8676815_2
0210719_082325_202.jpg, 00:03:56, 23.70ft
Tap Break-In at 12 o'clock, 3inch dim
V29040-V29041_94b9b714-2d94-4857-9bf5-ca3e0ff36ad4_20
210719_083012_473.jpg, 00:10:38, 137.00ft
Tap Break-In Active at 2 o'clock, 3inch dim
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
405 of 563

Section Pictures - 7/19/2021 - V29040-V29041
VISTA BANDINI 7/19/2021 V29040-V29041 11780
V29040-V29041_c4acb5f7-ecd0-4c25-91af-9899c093a4e2_20
210719_083345_598.jpg, 00:14:04, 189.00ft
Tap Break-In at 2 o'clock, 3inch dim
V29040-V29041_8eecad1b-a687-4d60-b79e-ff436f0e2488_20
210719_083446_504.jpg, 00:14:54, 192.35ft
Fracture Spiral from 4 o'clock to 10 o'clock
V29040-V29041_95ee4c0f-9fdc-4ef3-aa2b-181be0d45d9e_20
210719_083352_939.jpg, 00:14:04, 189.00ft
Tap Break-In at 2 o'clock, 3inch dim
V29040-V29041_49acfc8a-dca9-4f89-b398-f1dd7f054763_20
210719_083604_036.jpg, 00:16:06, 207.80ft
Roots Fine Joint at 7 o'clock, within 8 inch
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
406 of 563

Section Pictures - 7/19/2021 - V29040-V29041
VISTA BANDINI 7/19/2021 V29040-V29041 11780
V29040-V29041_4a83ae3f-ef4b-4d8a-9a27-6dd39a7455fa_20
210719_083637_240.jpg, 00:16:33, 213.25ft
Roots Fine Joint from 4 o'clock to 8 o'clock, within 8 inch V29040-V29041_5aaf8c43-52bc-448b-93bd-2e1a22ba8b2d_2
0210719_084038_015.jpg, 00:20:28, 268.55ft
Roots Fine Joint from 4 o'clock to 8 o'clock, within 8 inch V29040-V29041_679285f0-2d5a-428f-998b-1efff2a03195_202
10719_083641_053.jpg, 00:16:33, 213.25ft
Roots Fine Joint from 4 o'clock to 8 o'clock, within 8 inch V29040-V29041_5cb9d917-7b0b-4cd8-93ba-7534c7c5476f_2
0210719_084044_608.jpg, 00:20:28, 268.55ft
Roots Fine Joint from 4 o'clock to 8 o'clock, within 8 inch City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
407 of 563

Section Pictures - 7/19/2021 - V29040-V29041
VISTA BANDINI 7/19/2021 V29040-V29041 11780
V29040-V29041_85993d28-9ecd-46de-a364-fdcd40e51b7d_2
0210719_084147_863.jpg, 00:21:31, 279.00ft
Roots Fine Joint from 4 o'clock to 8 o'clock, within 8 inch V29040-V29041_6f2e33d5-d49f-49f2-bf71-dea384cfe291_202
10719_084323_390.jpg, 00:22:43, 294.80ft
Fracture Multiple from 3 o'clock to 5 o'clock
V29040-V29041_b323c1a6-b2b3-4bbd-a0ec-785a2cde6896_
20210719_084244_814.jpg, 00:22:11, 288.90ft
Roots Fine Joint from 4 o'clock to 8 o'clock, Start, within 8 inch V29040-V29041_ac847d13-f707-42ce-affc-ec3fc9f1985e_202
10719_084330_271.jpg, 00:22:43, 294.80ft
Fracture Multiple from 3 o'clock to 5 o'clock
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
408 of 563

Section Pictures - 7/19/2021 - V29040-V29041
VISTA BANDINI 7/19/2021 V29040-V29041 11780
V29040-V29041_72db4928-d61c-44f3-9daa-f157ed084a10_2
0210719_084423_711.jpg, 00:23:29, 304.15ft
Roots Medium Joint from 4 o'clock to 6 o'clock, 15% lost, within 8 inch
V29040-V29041_1d8f5160-efa0-4e23-a85e-a64971e94eac_2
0210719_084613_968.jpg, 00:24:51, 310.10ft
General Observation / MH V29041 INSPECTION. GOOD
V29040-V29041_88ced1f5-63f8-4b8e-8471-60c361c491e6_2
0210719_084442_151.jpg, 00:23:37, 304.60ft
Fracture Multiple from 1 o'clock to 3 o'clock
V29040-V29041_00e20fd8-492a-490a-81e2-be652f7ce5c7_2
0210719_084614_685.jpg, 00:24:51, 310.10ft
General Observation / MH V29041 INSPECTION. GOOD
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
409 of 563

Section Pictures - 7/19/2021 - V29040-V29041
VISTA BANDINI 7/19/2021 V29040-V29041 11780
V29040-V29041_f73a100f-7996-4191-9a4e-7c31f02d8ff9_202
10719_084656_112.jpg, 00:25:20, 310.10ft
Manhole / V29041

V29040-V29041_d9177c35-d88a-4412-8f07-8f7cc8a8e533_2
0210719_084658_959.jpg, 00:25:20, 310.10ft
Manhole / V29041
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
410 of 563
No. Description Quantity Unit
Asset ID: V29041-V29046
No. DS Distance Position Type
1 2
MH NO. V29046
MH NO. V29041
3 Lining of 8" pipe (VCP) 311 LF
11 Re-establish lateral connection 2 EA
12 Install lateral T-liner 2 EA
27 Cleaning and pre-video inspection 311 LF

72.0' 2:00 BIC
194.6' 2:00 BIC
EXIST 8" VCP SEWER
PER A63-04
HACIENDA DR.

HILDALE CR.
327
1 11 12
2 11 12
DEPTH 12.2'
DEPTH 8.6'
05/13/2025
C6
411 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 16
City: VISTA Drainage Area: Upstream MH: V29041
Street: BANDINI Media Label: Up Rim to Invert: 0.0
Location Code: Flow Control: Downstream MH: V29046
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1158 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V29041 00:00:13 V29041-V
29046_49
8137d9-08

0.00 MWL Water Level, 5% of the vertical dimension 00:00:16 V29041-V 29046_85
dc380d-45

0.00 MGO General Observation / V29041 INSPECTION, GOOD 00:00:47 V29041-V 29046_11
1ba295-c1

3.65 S01 RFJ Roots Fine Joint from 4 o'clock to 6 o'clock, Start, within 8 inch
00:01:11 V29041-V
29046_90
4d58f0-12

14.70 B Broken at 12 o'clock 00:02:25 V29041-V
29046_1fd
564e8-9e6
S3

14.70 FM Fracture Multiple from 12 o'clock to 12 o'clock 00:02:29 V29041-V 29046_3e
9c28ef-64
S4

19.15 F01 RFJ Roots Fine Joint from 4 o'clock to 8 o'clock, Finish, within 8 inch
00:02:51 M1

19.15 S02 RFJ Roots Fine Joint from 4 o'clock to 8 o'clock, Start, within 8 inch
00:02:53

19.95 FC Fracture Circumferential from 4 o'clock to 6 o'clock 00:03:04 V29041-V 29046_52f
6a8ba-aa0
S2

71.95 TB Tap Break-In at 2 o'clock, 3inch dim 00:06:03 V29041-V 29046_c98
db494-d63

71.95 CC Crack Circumferential from 12 o'clock to 12 o'clock 00:06:26 V29041-V 29046_a8
4c8032-49
S1

75.75 CC Crack Circumferential from 6 o'clock to 9 o'clock 00:07:00 V29041-V 29046_de
efd00d-c5
S1

80.40 RMJ Roots Medium Joint at 12 o'clock, 5% lost, within 8 inch 00:07:35 M2

80.95 FC Fracture Circumferential from 3 o'clock to 6 o'clock 00:07:41 V29041-V 29046_74
2170f3-9b
S2

85.35 B Broken from 6 o'clock to 9 o'clock 00:08:17 V29041-V 29046_6e
462e63-e4
S5

85.45 FC Fracture Circumferential from 3 o'clock to 6 o'clock 00:08:33 V29041-V 29046_9d
da2219-1a
S2
7/19/2021 127424 OLIVEROS 0703002691 V29041-V29046
Not Known 0.0Downstream 311.3 ' 311.3 '
V29041
05/13/2025
C6
412 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 17
1:1158 Distance Code Observation Counter Photo Grade

90.35 FM Fracture Multiple from 12 o'clock to 12 o'clock 00:09:12 V29041-V 29046_7d
aa5b9f-ce
S4

90.65 BSV Broken Soil Visible at 11 o'clock 00:09:21 V29041-V 29046_7af
21790-b99
S5

95.45 FM Fracture Multiple from 5 o'clock to 9 o'clock 00:09:43 V29041-V 29046_3cb
e1f83-20b
S4
110.70 CM Crack Multiple from 8 o'clock to 2 o'clock 00:10:44 V29041-V 29046_f1d
7a1b2-e21
S3
120.00 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch 00:11:41 M1 120.70 FM Fracture Multiple from 12 o'clock to 5 o'clock 00:11:49 V29041-V 29046_22
3b00f9-82
S4
125.30 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch 00:12:16 V29041-V 29046_05
71dd5b-34
M1
130.40 RFJ Roots Fine Joint from 10 o'clock to 2 o'clock, within 8 inch 00:12:40 V29041-V 29046_86f
668b7-c0d
M1
194.60 TB Tap Break-In at 2 o'clock, 3inch dim 00:17:08 V29041-V 29046_37c
e39cd-860
308.95 F02 RFJ Roots Fine Joint from 4 o'clock to 8 o'clock, Finish, within 8 inch
00:25:49 M1
311.35 MGO General Observation / MH V29046 INSPECTION. GOOD 00:27:17 V29041-V 29046_7d
4d7023-eb
311.35 AMH Manhole / V29046 00:27:26 V29041-V
29046_f64
77b14-edf
7/19/2021 127424 OLIVEROS 0703002691 V29041-V29046
Not Known 0.0Downstream 311.3 ' 311.3 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5244 211K 40.0 66.0 3.1 1.0 1.4106.0
QOR
5244
V29046
05/13/2025
C6
413 of 563

Section Pictures - 7/19/2021 - V29041-V29046
VISTA BANDINI 7/19/2021 V29041-V29046 11781
V29041-V29046_498137d9-08b9-4bf0-ac48-006aede91948_2
0210719_085039_028.jpg, 00:00:13, 0.00ft
Manhole / V29041
V29041-V29046_111ba295-c1bd-485f-87a7-9ce96bacb18e_2
0210719_085134_284.jpg, 00:00:47, 0.00ft
General Observation / V29041 INSPECTION, GOOD
V29041-V29046_85dc380d-45ba-4d5a-8fd5-350bd22f9fe7_20
210719_085046_957.jpg, 00:00:16, 0.00ft
Water Level, 5% of the vertical dimension
V29041-V29046_a222fd12-8a56-4d03-90ac-faed4d80aa68_2
0210719_085135_161.jpg, 00:00:47, 0.00ft
General Observation / V29041 INSPECTION, GOOD
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
414 of 563

Section Pictures - 7/19/2021 - V29041-V29046
VISTA BANDINI 7/19/2021 V29041-V29046 11781
V29041-V29046_904d58f0-12a6-490c-a7fb-79033f2cee73_20
210719_085209_854.jpg, 00:01:11, 3.65ft
Roots Fine Joint from 4 o'clock to 6 o'clock, Start, within 8 inch V29041-V29046_3e9c28ef-6432-4bcf-afd7-b0f71302fc9a_202
10719_085344_562.jpg, 00:02:29, 14.70ft
Fracture Multiple from 12 o'clock to 12 o'clock
V29041-V29046_1fd564e8-9e63-408f-b7ff-da0c199065d3_20
210719_085334_305.jpg, 00:02:25, 14.70ft
Broken at 12 o'clock
V29041-V29046_52f6a8ba-aa0c-4f83-8fa9-b5b519145bbb_20
210719_085505_943.jpg, 00:03:04, 19.95ft
Fracture Circumferential from 4 o'clock to 6 o'clock
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
415 of 563

Section Pictures - 7/19/2021 - V29041-V29046
VISTA BANDINI 7/19/2021 V29041-V29046 11781
V29041-V29046_de8a7102-b7ab-4d2d-a924-1fedc507acf0_2
0210719_085512_104.jpg, 00:03:04, 19.95ft
Fracture Circumferential from 4 o'clock to 6 o'clock
V29041-V29046_b8fc126b-0e95-4915-a20a-3edca23c262f_2
0210719_085819_402.jpg, 00:06:03, 71.95ft
Tap Break-In at 2 o'clock, 3inch dim
V29041-V29046_c98db494-d638-45de-9b5b-3430fdd89149_2
0210719_085811_076.jpg, 00:06:03, 71.95ft
Tap Break-In at 2 o'clock, 3inch dim
V29041-V29046_a84c8032-49c8-4854-8f66-04af05642720_2
0210719_085844_440.jpg, 00:06:26, 71.95ft
Crack Circumferential from 12 o'clock to 12 o'clock
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
416 of 563

Section Pictures - 7/19/2021 - V29041-V29046
VISTA BANDINI 7/19/2021 V29041-V29046 11781
V29041-V29046_6e45fde7-8e90-4d02-89fb-51fc1a4fbb91_20
210719_085852_908.jpg, 00:06:26, 71.95ft
Crack Circumferential from 12 o'clock to 12 o'clock
V29041-V29046_742170f3-9b20-44e9-b60e-543736b5a477_2
0210719_090023_276.jpg, 00:07:41, 80.95ft
Fracture Circumferential from 3 o'clock to 6 o'clock
V29041-V29046_deefd00d-c590-43dc-a3e3-6d9b7472e007_2
0210719_085925_385.jpg, 00:07:00, 75.75ft
Crack Circumferential from 6 o'clock to 9 o'clock
V29041-V29046_6e462e63-e411-40e3-93f3-22e619bc3c27_2
0210719_090109_584.jpg, 00:08:17, 85.35ft
Broken from 6 o'clock to 9 o'clock
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
417 of 563

Section Pictures - 7/19/2021 - V29041-V29046
VISTA BANDINI 7/19/2021 V29041-V29046 11781
V29041-V29046_9dda2219-1af4-450d-a387-ef6e15683c5d_2
0210719_090131_506.jpg, 00:08:33, 85.45ft
Fracture Circumferential from 3 o'clock to 6 o'clock
V29041-V29046_7af21790-b99f-44c7-91e1-8ccac49d9fdd_20
210719_090233_632.jpg, 00:09:21, 90.65ft
Broken Soil Visible at 11 o'clock
V29041-V29046_7daa5b9f-ce83-4523-89a2-5c11dd9ffd53_20
210719_090219_995.jpg, 00:09:12, 90.35ft
Fracture Multiple from 12 o'clock to 12 o'clock
V29041-V29046_3cbe1f83-20b2-4c8a-b27d-8d9a17ec9fb6_2
0210719_090302_810.jpg, 00:09:43, 95.45ft
Fracture Multiple from 5 o'clock to 9 o'clock
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
418 of 563

Section Pictures - 7/19/2021 - V29041-V29046
VISTA BANDINI 7/19/2021 V29041-V29046 11781
V29041-V29046_f1d7a1b2-e215-437b-af0b-18576bd6b0d7_2
0210719_090412_654.jpg, 00:10:44, 110.70ft
Crack Multiple from 8 o'clock to 2 o'clock
V29041-V29046_223b00f9-8258-4020-aa92-1484ea276660_2
0210719_090624_459.jpg, 00:11:49, 120.70ft
Fracture Multiple from 12 o'clock to 5 o'clock
V29041-V29046_45117452-7087-4fa2-94b8-50f5949ba0e7_2
0210719_090422_516.jpg, 00:10:44, 110.70ft
Crack Multiple from 8 o'clock to 2 o'clock
V29041-V29046_0571dd5b-34f3-46f6-a71e-1999956a80cc_2
0210719_090700_060.jpg, 00:12:16, 125.30ft
Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
419 of 563

Section Pictures - 7/19/2021 - V29041-V29046
VISTA BANDINI 7/19/2021 V29041-V29046 11781
V29041-V29046_86f668b7-c0da-4c04-9589-e58e4522a5fe_2
0210719_090739_365.jpg, 00:12:40, 130.40ft
Roots Fine Joint from 10 o'clock to 2 o'clock, within 8 inch V29041-V29046_7d4d7023-eb6b-4d6f-af79-ba6a5e2dd2f8_20
210719_092423_534.jpg, 00:27:17, 311.35ft
General Observation / MH V29046 INSPECTION. GOOD
V29041-V29046_37ce39cd-8600-4125-88c0-9a14d2704c98_2
0210719_091351_450.jpg, 00:17:08, 194.60ft
Tap Break-In at 2 o'clock, 3inch dim
V29041-V29046_f6477b14-edf4-4539-b2f8-f7d14ea7355d_20
210719_092435_644.jpg, 00:27:26, 311.35ft
Manhole / V29046
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
420 of 563

Section Pictures - 7/19/2021 - V29041-V29046
VISTA BANDINI 7/19/2021 V29041-V29046 11781
V29041-V29046_830dc12d-0834-4288-a3a9-e1a314d3d4fa_2
0210719_092438_693.jpg, 00:27:26, 311.35ft
Manhole / V29046
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
421 of 563
No. Description Quantity Unit
Asset ID: V29043-V29044
No. DS Distance Position Type
1 2
3 4
5 3 Lining of 8" pipe (VCP) 242 LF
11 Re-establish lateral connection 8 EA
27 Cleaning and pre-video inspection 242 LF

7.7' 2:00 BIC

48.3' 12:00 BIC

63.2' BIC
123.8' 2:00 BIC
128.0' 11:00 BIC
12:00
6 130.1' 11:00 BIC
12 Install lateral T-liner 8 EA
MH NO. V29044
MH NO. V29043
7 185.7' BIC
8 225.6' BIC
2:00
2:00
1 11 12
2 11 12
3 11 12
4 11 12
5 11 12
6 11 12
711 12
811 12

RANCHO VISTA RD

HILDALE CR

BANDINI PL
EXIST 8" VCP SWR
PER A63-04327
DEPTH 12.9'
DEPTH 10.5'
05/13/2025
C6
422 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 11
City: VISTA Drainage Area: Upstream MH: V29043
Street: RANCHO VISTA Media Label: Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V29044
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:920 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V29043 00:00:20

0.00 MWL Water Level, 5% of the vertical dimension 00:00:34

0.00 MGO General Observation / MH V29043 INSPECTION IS GOOD 00:01:14

1.80 B Broken from 9 o'clock to 11 o'clock, within 8 inch, 3inch defective
00:01:56 V29043-V
29044_f2e
15126-3d7
S4

6.00 MGO General Observation / SET TO 6 FT 00:02:46

7.70 TB Tap Break-In at 2 o'clock, 4inch dim 00:03:17 V29043-V 29044_de
3d4207-a1

9.15 S01 DAGS Deposits Attached Grease, 5% of cross sectional area from 5 o'clock to 7 o'clock, Start
00:03:47 V29043-V
29044_e4
53c434-f0

29.15 FM Fracture Multiple from 4 o'clock to 8 o'clock 00:05:32 V29043-V 29044_5b
e47c03-7e
S4

46.40 DAGS Deposits Attached Grease, 10% of cross sectional area from 12 o'clock to 12 o'clock
00:08:25 V29043-V
29044_ced
4c505-d4e
M2

48.25 TB Tap Break-In at 12 o'clock, 4inch dim 00:07:54 V29043-V 29044_40
3b8db9-b4

53.95 S02 CL Crack Longitudinal at 4 o'clock, Start 00:10:14 V29043-V 29044_0c7
606f5-5b8

61.90 F02 CL Crack Longitudinal at 4 o'clock, Finish 00:12:28 S2

63.15 TBI Tap Break-In Intruding at 12 o'clock, 4inch dim, 2inch intrusion
00:13:28 V29043-V
29044_cb6
7ba57-611
M4

78.80 S03 CL Crack Longitudinal at 3 o'clock, Start 00:15:52 V29043-V 29044_e3f
03399-d59

81.00 F03 CL Crack Longitudinal at 3 o'clock, Finish 00:28:37 S2 120.00 FC Fracture Circumferential from 3 o'clock to 6 o'clock 00:19:03 V29043-V 29044_88
db93f1-7d
S1
7/27/2021 127427 FLORES 0703002691 V29043-V29044
Not Known 0.0Downstream 240.6 ' 240.6 '
V29043
05/13/2025
C6
423 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 12
1:920 Distance Code Observation Counter Photo Grade
123.75 TBA Tap Break-In Active at 2 o'clock, 4inch dim 00:19:35 V29043-V 29044_f62
b3c3a-26e
128.00 TBA Tap Break-In Active at 11 o'clock, 4inch dim 00:20:43 V29043-V 29044_87
a44248-75
130.05 TB Tap Break-In at 11 o'clock, 4inch dim 00:21:44 V29043-V 29044_20
617bf6-4d
130.65 B Broken at 2 o'clock, 2inch defective, 1inch intrusion 00:22:51 V29043-V 29044_87
604b4d-e5
S3
130.65 FM Fracture Multiple from 11 o'clock to 4 o'clock 00:22:46 V29043-V 29044_8f7
e4661-9b8
S3
185.65 TB Tap Break-In at 2 o'clock, 4inch dim 00:26:28 V29043-V 29044_b2
246883-a1
207.60 CC Crack Circumferential from 12 o'clock to 12 o'clock, 8inch defective, 1inch intrusion
00:28:41 V29043-V
29044_d9
045977-0e
S1
225.60 TB Tap Break-In at 2 o'clock, 4inch dim 00:30:10 V29043-V 29044_72
1f8008-6b
238.80 F01 DAGS Deposits Attached Grease, 5% of cross sectional area from 5 o'clock to 7 o'clock, Finish
00:31:50 M2
240.60 MGO General Observation / MH V29044 INSPECTION IS GOOD 00:32:37 240.60 AMH Manhole / V29044 00:32:50
7/27/2021 127427 FLORES 0703002691 V29043-V29044
Not Known 0.0Downstream 240.6 ' 240.6 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
4232 412H 72.0 98.0 2.1 2.0 2.1170.0
QOR
4332
V29044
05/13/2025
C6
424 of 563