Specification No. MC-2024-4
4825-3386-1219 v2 Page 9 CC Agreement No. 2024-158
16.8 Interpretation. This Contract will be interpreted, construed and governed according to the laws of the State of California. Each party has had the opportunity to review this Contract with legal counsel. The Contract will be construed simply, as a whole, and in accordance with its fair meaning. It will not be interpreted strictly for or against either party.
16.9 Severability. If any term, condition or covenant of this Contract is declared or determined by any court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions of this Contract will not be affected and the Contract will b e read and construed without the invalid, void or unenforceable provision.
16.10 Venue. In the event of litigation between the parties, venue in state trial courts will be in the County of Ventura. In the event of litigation in a U.S. City Court, venue will be in the Central City of California, in Los Angeles.
The Parties have caused this Contract to be executed by their undersigned authorized agents as follows:
CITY OF CAMARILLO
Greg Ramirez, City Manager
ATTEST:
Kristy Buxkemper, City Clerk
BLACKPOINTE GROUP CONSTRUCTION & MANAGEMENT INC a California corporation
Victor Schittone, Secretary
Laurel Schittone, CEO/CFO
044222 12/31/2024 Camarillo Business Tax Certificate Number Expiration Date
EXHIBIT A
EXHIBIT A
EXHIBIT A
EXHIBIT A
EXHIBIT A
Specification No. MC-2024-4
EXHIBIT A
SCOPE OF WORK
FOR
SPECIFICATION NO. MC-2024-4
DITCH, CULVERT, AND DETENTION BASIN MAINTENANCE
SECTION 700
GENERAL CONDITIONS
700.1 DESCRIPTION
Request for bids for materials, labor, supervision and equipment necessary to perform all work required for the maintenance of all City of Camarillo (City) maintained ditches, culverts, and detention basins (collectively referred to as “storm drain structures”) of City properties in accordance with all of the conditions of these specifications. As used in this Scope of Work, all references to Public Works Director include the Director’s designee.
Contractor will need to be able to devote the necessary resources to completing this project with the highest level of service so the City will be able to meet all State and Federal regulations in a timely manner.
All of the following conditions apply to the material, equipment and/or services that are bid upon and furnished to the City. Use of the term “shall” signifies a mandatory requirement that will be enforced. BY SIGNING AND DATING THE BID PROPOSAL, CONTRACTOR AGREES TO COMPLY WITH ALL CONDITIONS LISTED BELOW. ANY EXCEPTIONS MUST BE ATTACHED TO THIS DOCUMENT.
700.2 CONTRACT DOCUMENTS
The location of the work and other pertinent information is available in the form of a map on t
he City’s website at www.cityofcamarillo.org. Additionally, Appendix A – Spreadsheet of City maintained stormwater ditches, culverts, detention basins and other City properties to be maintained, provides location of work and other pertinent information. It is advised for bidder to review locations. Please contact the City Stormwater Representative to observe current conditions, if necessary.
700.3 B ASIS OF SPECIFICATIONS
Unless otherwise noted in these Contract Documents, the basis of specifications for this project shall adhere to the City ordinances, and the Standard Specifications for Public Works Construction “Greenbook” 2018 edition. If there are any conflicts between the Greenbook and the Contract Documents, the Contract Documents shall govern.
CC Agreement No 2024-158
Specification No. MC-2024-4
700.4 STORMWATER QUALITY MITIGATION–BEST MANAGEMENT PRACTICES (BMPS) Contractor shall comply with the Waste Discharge Requirements and National Pollutant Discharge Elimination System (NPDES) Permit for Municipal Separate Storm Sewer System (MS4) Discharges within the Coastal Watersheds of Los Angeles and Ventura Counties, Permit No. CAS004004, Board Order R4-2021-0105. (Permit). The P ermit governs stormwater and non- stormwater discharges resulting from areas owned and operated by City. In order to comply with the Permit requirements, City has developed best management practices (BMPs) that parties conducting the municipal activities must adhere to. These BMPs apply to any party conducting municipal activities and contain pollution prevention and source control techniques to minimize the impact of those activities upon dry-weather urban runoff, storm-water runoff, and receiving water quality.
Work performed under this contract shall conform to the Permit requirements. At a minimum, the following BMPs apply to the storm drain structure maintenance:
a. Contractor shall complete a Stormwater Quality Pollution Control Plan (SWPCP) on the attached City template. Contractor must maintain and implement the SWPCP during life of the contract.
b. Contractor must train employees and subcontractors on proper best management practices, general good housekeeping, and proper spill containment and cleanup.
Before start of work and annually thereafter by June 1, Contractor shall provide City with written documentation of training.
c. All materials and excavated debris must be collected and removed from the jobsite prior to end of the day. Any materials/debris deposited on public right -of-way or adjacent properties during the cleaning operation shall be swept up and removed properly. The job site must be left clean at the end of the day. d. In the event excavated material needs to be stockpiled before removal, it must be covered before any rain event.
e. Maintain equipment in good working condition and purchase replacement equipment as needed.
f. Operate vehicles and equipment at the manufacturer required optimal speed levels to increase effectiveness.
g. No fueling of equipment or vehicles shall occur near storm drain ditches, drains, inlets, culverts, and detention basins.
h. Regularly inspect vehicles and equipment for leaks and repair immediately. i. E nsure proper transport of excavated materials/debris is conducted, including but not limited to the covering of loads.
j. Properly dispose of excavated materials/debris in authorized location. k. Have spill clean -up materials readily available and clean up spills immediately using dry methods if possible. Properly dispose of spill cleanup material.
CC Agreement No 2024-158
Specification No. MC-2024-4
700.5 ENCROACHMENT PERMIT & CITY BUSINESS LICENSE
All work must be performed under a no-fee City of Camarillo Encroachment Permit to be obtained by Contractor.
Contractor shall obtain and maintain a current City of Camarillo Business License. 700.6 TRAFFIC CONTROL
Contractor shall provide and receive City Transportation Engineer approval on a traffic control plan before start of work.
Traffic control shall include all labor, tools, equipment, transportation and incidentals necessary to maintain and control all vehicle and pedestrian traffic through the jobsite.
All such work shall conform to the California Manual of Uniform Traffic Control Devices, Most Recent Edition.
All work area traffic control devices, materials and equipment shall be in like new condition, as determined by the City Transportation Engineer.
The overall work -site traffic control, warning, and guidance effort shall be continuously monitored by Contractor for its adequacy in detouring traffic around or circulating traffic through the work area. Any deficiencies by Contactor in such monitoring, or correcting inadequate worksite signing, shall be considered just cause for the City Transportation Engineer or their representative to suspend the work.
The compensation for furnishing, placing, maintaining and removing traffic cones, telescoping tree flags, advanced warning signs, flagmen, multiple message boards, solar- powered flashing beacons, barricades and other safety devices, as required for public safety or as directed by the City Transportation Engineer shall be included in the contract unit price paid for each item in the contract Bid Proposal and no additional compensation will be allowed therefore.
700.7 WORK HOURS
Work shall be done only on weekdays, Monday through Friday, excluding holidays, between 7:00 a.m. and 4:00 p.m. No contract activity shall encroach into a moving lane of traffic between the hours of 7:00 a.m. and 8:30 a.m. or after 4:00 p.m. unless otherwise approved by the City Transportation Engineer.
700.8 SEQUENCE OF WORK
a. Contractor submits required insurance documents, licenses, certifications, SWPCP, and documentation of employee BMP training, traffic control plans, etc. for City review and approval.
b. Contract executed by Contractor via Dropbox Sign prior to City Council approval. c. Contract executed by City after City Council approval. d. Contractor obtains City encroachment permit.
CC Agreement No 2024-158
Specification No. MC-2024-4
e. Contractor submits a work schedule for City approval. f. City issues approval to start work.
g. Contractor contacts Underground Service Alert (USA) at 1 -800-422-4133 to have existing underground utility locations marked. This is to be performed prior to any maintenance of ditches, culverts, detention basins, and drains (storm drain structures) as noted on location list.
700.9 JOBSITE CONDITIONS
It will be Contractor’s responsibility to examine each jobsite where the work is to be performed. If any conditions are noted that might affect the execution of the job, those conditions must be brought to the attention of the City Stormwater Representative prior to commencing the work.
700.10 PROTECTION OF PROPERTY AND IMPROVEMENTS
Contractor shall assume sole and complete responsibility for protection of public and private property in the vicinity of the jobsite. Contractor, at Contractor’s expense, shall repair or replace to original condition all existing improvements within or in the vicinity of the jobsite which are damaged as a result of Contractor’s operations. 700.11 SAFETY REQUIREMENTS
Contractor and its employees shall wear all OSHA required safety gear, including safety vests, eye protection, gloves, helmets, etc.
700.12 NOISE ABATEMENT
A maximum noise level limit of eighty -five (85) decibels at a distance of fifty (50) feet shall apply to all vehicles and equipment on or related to the project whether owned by Contractor or not. The use of excessively loud warning signals shall be avoided except in those cases required for protection of personnel. The use of generators, wood chippers, loud saws or other mechanical devices between the hours of 5:00 p.m. and 8:00 a.m. shall not be permitted unless approved by the City Transportation Engineer. 700.13 MEASUREMENT AND PAYMENT
The costs of all labor, material and equipment necessary to complete the work as described in the contract drawings, specifications, and General Conditions , must be included in the prices for each bid item , either as a lump sum or by final quantities, whatever is indicated. The final payment quantities will be based on the actual work completed.
No separate payment will be made for work or other features as required in this Section 700, General Conditions. Full compensation for such work and features shall be considered included in the prices for the items of work in the Bid Proposal, and no additional compensation will be allowed therefore.
END OF SECTION 700
CC Agreement No 2024-158
Specification No. MC-2024-4
SECTION 701
DITCH, CULVERT, DETENTION BASIN MAINTENANCE SERVICES
701.1 SCHEDULE
Biannual maintenance and completion of required documentation per General Conditions and Scope of W ork herein of City-maintained ditches, culverts, detention basins, and related stormwater conveyances. Start of maintenance shall begin within two weeks of September 1 st, and within two weeks of April 30 each year, unless prior schedule modifications are approved by the City. Special cleanouts may be requested by City staff after significant rain events. Contractor shall complete required documentation on City form (see Appendix B1).
701.2 CONTACTS
Contractor must contact City Stormwater Representative to coordinate maintenance schedule prior to start of work (each job).
701.3 MAINTENANCE REQUIREMENTS
Contractor shall remove sediment, debris and trash from ditches, culverts, detention basins, drop inlets, standpipes, and parkway drains (storm drain structures) as outlined below.
Cleaning Methods of Detention Basins, Concrete and Earthen Ditches, Culverts, Parkway Drain/Culvert, Standpipes, and Drop Inlet:
a. Cleaning of the storm drain structure includes removal of all debris (trash, landscape debris, sediment) in the structure, including the area around and inside standpipes or drop inlets, entire length of the parkway drain, and the flow line and side slopes of the structures. Some of the structures may require removal and disposal of stagnant water to a proper disposal facility via a vactor-type truck. b. In the event water is needed to clean the storm drain structures, all wastewater shall be vacuumed and transported by Contractor to a proper disposal facility. Contractor shall plug outlet pipes to prevent any wash water from entering storm drain line and shall vacuum wash water for proper disposal . In the event water is present during maintenance, Contractor must remove all water and Contractor will be responsible for transportation to a proper disposal facility. Contractor shall be responsible for disposal costs of the water removed.
c. Contractor shall use proper vehicles and equipment for the cleanout of all storm drain structures. Equipment must be maintained in good mechanical condition. Contractor must maintain all equipment sufficient to meet all obligations and schedules herein.
Equipment may not be stored on residential streets. All trucks must have an operational strobe and back-up alarm must conform to all City , County, State and Federal safety requirements.
d. EJ Harrison & Sons Inc. must be used as the hauler for solid waste (i.e. sediment, vegetation, trash, etc.). All debris shall be removed and transported to an EJ Harrison & Sons Inc. rolloff bin. Contractor is responsible for coordinating, ordering and costs of the rolloff bin and disposal. Contractor is responsible for security of the rolloff bin CC Agreement No 2024-158
Specification No. MC-2024-4
to avoid others from dumping trash into the bin. Location of the bin will be determined upon award of bid, which will be a location in Camarillo. Material must be covered properly during transport. Contractor shall be responsible for all disposal costs of the debris removed. Contractor will be responsible for securing all City gates and fences in the same position as found before opening them.
e. Per Section 700-8 herein, Contractor shall be responsible for contacting Underground Service Alert and ensuring all utility lines have been marked prior to conducting maintenance work and remain visible during term of work.
Weed Abatement Methods of Select Ditches and Detention Basins:
a. Weed abatement in select ditches and basins is needed in the event it is impeding the flow of water. M ethods used can be by hand removal, discing, or flail mower.
Contractor must execute proper traffic control, safety practices, dust control methods, and must protect the public at all times during weed abatement operations. The Contractor shall be required to abate weeds and remove debris from locations that have varying terrain and soils types, e.g., sandy, clay, or rocky. Contractor must have the type of vehicles and equipment that have the capability to traverse a variety of terrains and soil conditions. Lack of appropriate vehicles and equipment will not be an acceptable reason for operational delays.
Cleaning Methods of Fencelines:
a. Cleaning of the fencelines includes the removal of all trash from along the fenceline. 701.4 REQUIRED DOCUMENTATION
City will provide Contractor with the City of Camarillo’s list of ditches, culverts, detention basins and drains (storm drain structures) . City will provide any special conditions for certain areas as well as identify the priority ranking.
Contractor shall complete City’s maintenance form during all cleanouts (see Appendix B1).
Contractor shall provide City with field copy of maintenance forms on the last day after completion of each cleanout job. Contractor shall also photo document all storm drain structures before and after the cleanout in the correct format per City standard (see Appendix B2). Photo documentation includes a photograph before the cleanout and after the cleanout of the storm drain structure. Contractor shall use a camera/photo program, such as the Solocator GPS Camera App, that imprints the date and time on each photograph. Contractor shall provide City with flash drive of the photo documentation within one week after the last storm drain structure was cleaned out during the pre- rainy season or post-rainy season work.
701.5 ADDITIONAL PROVISIONS
a. Contractor shall provide and shall receive City Transportation Engineer approval on a traffic control plan before start of work. Contractor shall be responsible for implementing City approved traffic control plan.
b. This is a prevailing wage job and Contractor shall be registered with the State Department of Industrial Relations (DIR).
CC Agreement No 2024-158
Specification No. MC-2024-4
1. Required Contractor and Subcontractor DIR Registration: The City will accept bids only from Contractors that (along with all subcontractors listed) are currently registered and qualified to perform public work pursuant to Labor Code section 1725.5; provided, however, that if a Contractor is a joint venture (Business & Professions Code § 7029.1) or if federal funds are involved in the project, then City may accept a non-complying bid provided that the Contractor and all listed subcontractors are registered at the time the contract is awarded. Information on registration with the DIR is available at:
https://www.dir.ca.gov/Public-
Works/Contractor-Registration.html This is a separate requirement from the Contractors State License Board licensing requirement.
2. Labor Code Compliance: Any contract entered into pursuant to this Notice will incorporate the applicable provisions of the California Labor Code.
3. Prevailing Wage Laws : The successful Contractor must comply with all prevailing wage laws applicable to the project, and related requirements contained in the contract documents.
c. Drivers. Contractor must employ competent and experienced drivers and mechanics sufficient to meet all obligations herein. Op erators and other agents responsible for public contact must be in uniform or work clothing suitable for public contact as determined by the Director of Public Works. All drivers must be licensed as required by the State of California to operate the equipment required herein. Contractor must maintain a reserve level of staffing to meet all existing and future needs of this agreement. All drivers will be required to communicate effectively in the English language.
d. Storage of Equipment. City will not be responsible for any damage, loss or theft from any equipment, supplies or personal vehicles. Vehicles or equipment may not be stored on City streets at any time.
e. Licenses. All maintenance services must be provided in accordance with all City ordinances and applicable Federal, State and County laws. This includes all licenses, permits, and approvals required by regulatory authorities. Contractor must provide all necessary operational information and data that may be required to complete the reporting requirements of any legally established regulatory agency. Contractor shall have an active State of California Contractor’s license, Class A, City of Camarillo Business License and be registered with the California Department of Industrial Relations (DIR) and provide City with DIR number.
701.6 TERM OF AGREEMENT
The Agreement will be for a three (3) year period and may be extended by mutual agreement for up to two (2) one- year terms. Contractor’s performance will be formally reviewed on an annual basis. Contractor may submit a request for adjustments to compensation for cost -of-living increases each year based on the February Consumer Price Index for All Urban Consumers in the Los Angeles Region. The request for cost-of- living increases must be submitted to the Director of Public Works by March 30 of each year and such increase will not become effective until the anniversary date of the contract.
CC Agreement No 2024-158
Specification No. MC-2024-4
701.7 QUANTITIES ESTIMATED
Quantities listed may be more/less than that which is actually stated. 701.8 PAYMENT TO CONTRACTOR
Contractor must provide an invoice along with required maintenance documentation and photo documentation on each storm drain structure cleanout . City reserves the right to withhold payment for missed, incomplete or unsatisfactory performance in an amount proportionate to the failure as determined by the Director of Public Works. 701.9 LIQUIDATED DAMAGES
Failure of Contractor to complete the work in accordance with specifications will result in damages being sustained by City. Such damages are, and will continue to be, impractical and extremely difficult to determine.
The following events may result in liquidated damages:
a. Poor results; i.e., leaves, trash, dirt, sediment, etc., left behind or washed down into storm drain line or waterbody.
b. Inadequate paperwork received by City.
c. Any failure or refusal by Contractor to perform in accordance with the terms of this contract.
Contractor will be notified in writing by the City if any of the above listed events occur.
Contractor must respond within five calendar days with a written plan stating how compliance will be corrected. Contractor must remedy the deficiency within 5 calendar days of notice. If Contractor doesn’t remedy the deficiency within 5 calendar days, City will have the right to withhold payment of the work until resolved, and Liquidated Damages of $500.00 per day will be assessed until resolved. Liquidated Damages will be assessed in the amount of $500.00 per calendar day for each day beyond the term of Agreement for work not completed.
Execution of the Agreement will constitute an agreement by the City and Contractor that the estimates for liquidated damages are reasonable. Such sum will be liquidated damages and may not be construed as a penalty. The liquidated damages may be deducted from payments due to Contractor if such delay occurs.
Repeated instances of failure to perform, and/or disregard of the requirements of the Agreement, as determined by the Director of Public Works, will result in the cancellation of the Agreement.
CC Agreement No 2024-158
Specification No. MC-2024-4
701.10 DAMAGES TO CITY AND/OR PRIVATE PROPERTY
The Contractor will perform all the contracted services in such a manner that no property belonging to the City of Camarillo, other agencies, or private property owner’s building or assets are damaged. In the event that damage does occur to property of the City of Camarillo, other agencies, or any adjacent property owner’s buildings or assets for any reason from services performed under this Contract, the Contractor will replace or repair damage to the satisfaction of the City and/or the affected property owner at the Contractor’s expense.
END OF SECTION 701
CC Agreement No 2024-158
No. Street Cross Street/ Nearest
Street Notes Type
Estimated
Measurement
(Linear Feet)
Estimated
Measurement (Square
Feet)
Dig Alert Needed
Zone (Info.
For City
Purchase
Order)
1 Adohr Ln. n/s from
Cal-Trans yard to
Conejo Creek
Adohr Ln. n/s from Cal-Trans
Yard to Conejo Earthen Ditch 2,000 11,200 X 0
2 Antonio Ave. Fieldgate
Antonio to Fieldgate
(between library and
Sares Regis Basin)
Includes maint. of
grass swale at
upstream entrance to
ditch; downstream of
library. Complete with
No. 33. There is a
grass swale at the
entrance to this ditch
starting on Fieldgate
side. Refer to
Technical Guidance
Manual BIO-3 spec.
Earthen Ditch &
Grass Swale 1,615 11,000 X 7
3a 6143 Armitos Detention Basin 265 4,100 3
3b 6215/6237 Armitos
Notify Property
owners at 6215 ^
6237 Armitos; Post
No Parking Signs on
access road and at
basin if necessary. If
digging nec., need
Dig Alert
Detention Basin 310 6,650 X 3
4 Avenida De Aprisa
across from 1117 Ave.
De Aprisa to West
Ponderosa
From Catch Basins B-
10 110 to B-10 111 &
also clean Drain B-
10111
Concrete Ditch &
clean inlet B-10111 1,070 5,500 6
5 Ventura Blvd West Formerly Bajo Agua, X
St.-Verdulera
north of Camarillo
Hills Drain Culvert/box 290 4,000 X 0
6 Calle Alberca (1850) Calle Converse
Clean 3 parkway
drains and upstream
Vditches. 1 on each
side of driveway to
1850 Calle
Alberca/water tank
and one at bottom of
culdesac (the one at
bottom - clean VC 2-
3 ft upstream of
sidewalk Culvert)
Concrete Ditch & 3
Parkway/Sidewalk
Drains
10 30 5
7 Calle La Palmera Calle La Sombra Dead end Concrete Ditch & clean inlet F-11107 150 700 0
8 Calle Plano (740) At rear of Power one Earthen Ditch 1,565 10,300 X 0 9 Calle Quetzal Calle Plano Dead end to Conejo
Creek n/side Earthen Ditch 1,950 86,900 X 0
10 Central Ave. West Ponderosa
n/s from W.
Ponderosa to County
Line
Earthen Ditch 785 8,500 X 0
APPENDIX A
Specification MC-2024-4
Ditch, Culvert, Detention Basins, Misc. Storm Drain Structure Information
CC Agreement No 2024-158
No. Street Cross Street/ Nearest
Street Notes Type
Estimated
Measurement
(Linear Feet)
Estimated
Measurement (Square
Feet)
Dig Alert Needed
Zone (Info.
For City
Purchase
Order)
11 Cerro Vista Calle Higuera (894) Vista Las Posas
Tract Detention Basin 745 29,050 X 8
12 4847 Colony Mission Oaks
Post No Parking
Signs in front of
sidewalk culvert
Parkway Drain 65 150 1
13 4707 Colony Mission Oaks
Post No Parking
Signs in front of
sidewalk culvert
Parkway Drain 65 150 1
15 Dawson 101 Frwy (under
bridge) Concrete Ditch 85 200 0
16 Del Norte Central Ave. At Trailer park Concrete Ditch 815 23,500 X 0 17 Earl Joseph Dr. Greenlawn Ave. Detention Basin 330 6,000 0 18 Encino Valley Vista Dr. Concrete Ditch 40 220 0
19a Oak Canyon Access off Oak Canyon
Obtain key to gate
from City Inspector;
remove extra
sediment that
impedes drainage.
May need to remove
standing water in
ditch at outlet s/o
Mission Oaks Blvd.;
Note 6/8/22 removed
stagnant water.
Earthen Ditch & 2
standpipes; one on
Oak Canyon side;
one below tennis
courts; May need to
remove standing
water in ditch at
outlet s/o Mission
Oaks Blvd..
1,400 28,125 X 1
19b Woodcreek Rd. Fieldcrest , Access off
Oak Canyon F-Canyon Drop Inlet and
Earthen Ditch 125 350 1
20 Las Posas Rd. Pleasant Valley Rd. East side of Los
Posas Earthen Ditch 1,240 19,500 X 0
21 Las Posas Rd. Pleasant Valley Rd. West side, between PV and Fire Station Earthen Ditch 1,940 48,000 X 0
22 Vista Del Mar Valley Vista Earthen
Ditch/Culvert 70 150 X 0
23 Mesa Dr. Btwn. 282
and 488 (both sides) Plateau
Check concrete
sandbags in
upstream ditch for
maintenance
Earthen Ditch &
concrete sandbag
check dams
upstream
1,950 14,550 X 0
24 Pancho Rd. Calle Quetzal
West side, between
C. Quetzal and
Howard Rd.
Earthen Ditch 4,010 34,060 X 0
25 Paseo Del Campo Creekside above
Calleguas Creek
Obtain key to gate to
access road gate
from City Inspector
Culvert Box 135 1,600 1
26 Paseo Noche Dead end Culvert Box 75 1,000 1
27 Pleasant Valley Rd.
North side btwn. Pump
Sta. 3 and Las Posas
Rd.
Earthen ditch and
culvert under Pump
Sta. 3 driveway
Earthen Ditch &
Culvert 385 6,700 X 0
CC Agreement No 2024-158
No. Street Cross Street/ Nearest
Street Notes Type
Estimated
Measurement
(Linear Feet)
Estimated
Measurement (Square
Feet)
Dig Alert Needed
Zone (Info.
For City
Purchase
Order)
28 Ponderosa Dr.
(West) Central Ave. Next to Carriage
Barn Earthen Ditch 200 2,100 X 0
30 San Onofre Cervato
Includes access road
maintenance, and
vactoring water.
Earthen & Concrete
Ditch 1,400 17,000 X 1
31a Santa Rosa Rd. X is Oak Canyon
Leisure Village Dr.
City vactored water,
used 4' rolloff Concrete Ditch 115 500 1
31b Santa Rosa Rd. West of Oak canyon
1400 ft. Concrete
Vditch starting
approx. 160 ft W/o
Oak canyon for
approx 1400 ft.
Concrete V-Ditch 1,445 6,600 1
32 Santa Rosa Rd. Tuscan Grove Pl. Concrete Ditch 170 600 X 1 33 Antonio Ave. (2310
1/2) Mar Vista Detention Basin
(Sares Regis)
Detention Basin
(earthen with
pumps)
1,790 204,600 X 7
34 Valley Vista Dr.
(291) Vista Del Mar Earthen
Ditch/Culvert 64 200 X 0
35 Ventura Bl.
W. Ventura Blvd (old
Bajo Agua) Runs
parallel to 101 frwy
Obtain key to gate
from City Inspector Earthen Ditch 565 14,100 X 0
36 Ventura Bl. Central Ave. West of Central, next
to 101 Fwy Culvert/box 280 2,250 0
37 Wood Rd. Ventura BLvd.
Between Ventura
Blvd. and Cam. Hills
Drain
Earthen Ditch 1,890 34,500 X 0
38 Woodcreek Rd. Behind Fire Station Concrete Ditch 1,000 8,500 1 39 2645 Rocklyn Saturn
Post No Parking
Signs in front of
sidewalk culvert
4' concrete ditch and
sdwk. culvert 150 600 0
40 Pickwick Arneill
Cam Hills Drain,
VCWPD channel,
City removes trash
only. Behind 2291
Pickwick (AutoZone)
Concrete Ditch
(trash removal only) 630 4,500 0
41 Valley Vista Encino Culvert Box and
Concrete Ditch 55 450 0
42 Santa Rosa Rd. Morongo
Behind 7022 Quito
Ct. (Landscape
Contractor cleans V-
Ditch; SW cleans
Sidewalk Culvert)
Sidewalk Culvert 610 3,400 1
43 1819 Cervato Dr. Cervato at bottom of
driveway
Notify 1819 Cervato
property owner; and
obtain key to City
lock from City Insp.
Be sure to interlock
City lock with
property owner lock
when done.
Culvert 25 345 1
44 Pleasant Valley Rd.
West from Southfield
(approx. btwn. 1650 &
1500 PV Rd)
Earthen Ditch -
Includes areas under
driveways
6,955 46,985 X 0
45 413 Calle Higuera Concrete V-ditch 130 1,750 5
CC Agreement No 2024-158
No. Street Cross Street/ Nearest
Street Notes Type
Estimated
Measurement
(Linear Feet)
Estimated
Measurement (Square
Feet)
Dig Alert Needed
Zone (Info.
For City
Purchase
Order)
47 Daily Dr. North w/o 505 N. Wood Rd.
e/o Central
Receives Ag runoff;
may need to send
them letter to clean
their side
Culvert Box (2) 20 375 X 0
48a Ventura Blvd. Central to Las Posas &
City Lot at Vta/LP.
Fenceline removal of
trash only (trash
TMDL annual report)
Fenceline 10,575 0 0
48b Del Norte
.Del Norte (s/side along
freeway fence line on city
side from dead end to
1326 Del Norte)
Fenceline removal of
trash only (trash
TMDL annual report)
Fenceline 10,575 0 0
49 Daily Dr
Calle La Roda from
Marie Calendars
Restaurant to Carmen
Car Wash
Fenceline removal of
trash only (trash
TMDL annual report)
Fenceline 4,485 0 0
50 La Marina near 585
La Marina Ashdale Concrete V-Ditch 5,250 2,950 0
Total
Structure
Inventory
51 Note: LF = Linear Feet and SF = Square Feet
Note: Linear Feet and Square Feet calculations are estimates, actual numbers in the field may vary.
CC Agreement No 2024-158
Specification No. MC-2024-4
APPENDIX B2
PHOTO DOCUMENTATION
SPECIFICATION NO. MC-2024-4
DITCH, CULVERT, AND DETENTION BASIN MAINTENANCE
Contractor shall submit required photo documentation for all storm drain structures with each invoice.
P
rocedures and naming format for photos of Storm Drain Structures The
following outlines the procedures and format needed for photographs of City storm drain structure maintenance. Storm drain structures include ditches, culverts, detention basins, etc. Contractor shall use a photo program or app that imprints the date and time on each photograph, such as the “Solocator GPS Camera App”.
Bef
ore and after photos of the storm drain structure must be taken. A minimum of two may be taken. The photos to be taken are as follows: (Examples below)
1. Photos capturing the majority of the storm drain structure (beginning, middle and end, if a large structure).
2. I
nclude a white board in each photograph that indicates the # of storm drain structure and date of photograph.
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hotos files must be named according to their storm drain structure number shown in first column on Appendix A, with the date in the following format:
Fol
lowing the last digit of the storm drain structure number will be a number according to what photo it is. 1_ thru _3_ for before photos (some structures may only require one photo). 4_ thru _6_ for after photos.
After the number identifying the type of photo the numerical date will be added to the name in the Year Month Day format. See Below for examples.
The file name will end with its file extension, usually .JPG or .JPEG.
E
xample: 27_1_20200729.jpg and 27_2_20200729.jpg, in these examples the photos in question will be two before photos of the storm drain structure number 27 taken on July 29, 2020.
E
xample: 27_4_20200729.jpg, in this example the photo in question will be the first after photo of the storm drain structure number 27 taken on July 29, 2020.
I
f there are any questions, please contact the City Stormwater Representative at 805-388-5340. 27_1_20200729.JPG 27_2_20200729.JPG 27_4_20200729.JPG
CC Agreement No 2024-158