Attachment 1 - Project Plans and Specifications — Camarillo City Council, June 12, 2024 (part 2 of 2)

2005-5 Submittals
A. Submittals shall conform to the requirements of Standard Specifications and Sections 2000-20 and Section 2000-21 of the General Provisions.

B. Full capture “catch basin” and “drop inlet” trash devices must trap all particles that are 5 mm or greater and have a design treatment capacity to flow the Design Peak Flow Rate resulting from a one-year, one-hour storm in the subdrainage area for each structure. This full capture device must be detailed, manufactured, installed to be quick hand released, have a Half Dome Shape (semi-circular) or S Shaped with removable connector pipe screens (CPS). The device must be detailed, manufactured, and installed to be certified by the State Water Board and be accepted as part of the City of Camarillo’s Full Capture Systems (FCS). If it is determined by the City that a “catch basin” or “drop inlet” cannot accommodate a CPS unit, another full trash capture device that is certified by the State Water Resources Control Board as a full capture system may be installed with City approval.

C. Full capture “standpipe” trash devices must trap all particles that are 5 mm or greater and have a design treatment capacity to flow the Design Peak Flow Rate resulting from a one-year, one-hour storm in the subdrainage area for each structure. This full capture device must be detailed, manufactured, and installed to be exterior mounted and have “hand tool” removable connector pipe screens (CPS). The device must be detailed, manufactured, and installed to be certified by the State Water Board and be accepted as part of the City of Camarillo’s Full Capture Systems (FCS). If it is determined by the City that a standpipe cannot accommodate a CPS unit, another full trash capture device may be installed with City approval.

1. Contractor Reference: SWRCB Certified Multi-Benefit Trash Treatment Systems. Link: Certified Multi-Benefit Trash Treatment System (ca.gov) D. All devices are to be constructed and installed in accordance with the City's Municipal Stormwater Permit (Order No. R4-2021-0105, Permit No. CAS004004) for requirements of the full capture trash device design, in addition to the specific City requirements.

E. Full Capture System certification compliance shall be in the form of:

1. City acceptance of the contractor’s completed “Full Capture Trash Device Sizing Worksheet” showing all field measurements for the existing storm drain facility locations listed in the “Storm Drain Inlet Table” for New CPS Full Capture or other City Approved Trash Capture Device. The “Worksheet” and the “Table” identified are located in the Appendix.

2. City accepted the contractors “Calculation for the Design Peak Flow Rate Worksheet” for each structure resulting from a one-year, one-hour storm in the subdrainage area. The “Worksheet” identified is located in the Appendix.

3. City accepted design of each Full Capture Device to include the CPS or another City Accepted Trash Device showing layout, dimensions, anchorage, and method of easily removal of the device. The Full Capture device must be trash devices that can be certified by the State Water Board and accepted as part of the City of Camarillo’s Full Capture Systems (FCS). Refer to Section 2006-2.

Project No. SD-5032-1 Section 2005

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4. City acceptance of the Material submittal prior to device manufacturing that will meet the requirements of full capture connector pipe screen (CPS) trash devices or other City Accepted trash capture device(s).

5. Pre- and Post-installation pictures of each device location. Each trash capture device must be identified on all submittals (photos and calculations) by the catch basin ID number.

6. City acceptance of the ”Construction As-Built Drawing” per Section 2000-35. A complete and detailed plan set must be submitted to be certified by the State Water Board and accepted as part of the City of Camarillo’s Full Capture Systems (FCS).
2005-6 Measurement & Payment
A. Full compensation for work, other features, and conforming to the requirements of this Section 2005, “RESPONSIBILITIES OF THE CONTRACTOR “, is considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed.

B. Work called for on the plans or required by the specifications, but for which no bid item exists is considered included in the prices paid for the various items of work and no separate payment will be made.

END OF SECTION 2005
Project No. SD-5032-1 Section 2006

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SECTION 2006 – STORM DRAIN INLET FULL CAPTURE TRASH DEVICES 2006-1 General
A. This item shall consist of all contractor site visits, taking measurements of all existing catch basins and drop inlets, detailing each device, materials for device and installation, device unit manufacturing, catch basin cleaning/removals, completing the as-built drawings, and installation of catch basin connector pipe trash screens (CPS) full capture trash devices or other City approved full trash capture catch basin device within or on existing storm drain catch basins in accordance with the Standard Specifications, and these Special Provisions. The City requires that a CPS unit be installed at each catch basin identified on the “Storm Drain Inlet Table” provided in the Appendix. If it is determined by the City that a catch basin cannot accommodate a CPS unit, another full capture trash device may be installed with City approval of a detailed material submittal.

B. Unless accepted by the City, all catch basin trash devices shall be removable full capture trash devices installed within existing storm drain catch basins or inlets. The full capture trash device shall be a connector pipe screen (CPS) type approved device that has been certified as Full Trash Capture by the State Water Resources Control Board and approved for use by the City of Camarillo Stormwater Program Manager and City Engineer. Proof of compliance with the City's Municipal Stormwater Permit Order No. R4-2021-0105, Permit No. CAS004004 is required, see website addresses below for information. Contractor shall provide proof that device is certified by the State Water Resources Control Board as a “Full Capture” system. Download the current list of State Water Resources Control Board full capture trash certified devices on the SWRCB website at:

Storm Water Program - Trash Implementation Program
https://www.waterboards.ca.gov/water_issues/programs/stormwater/trash_implem entation.html

Regional MS4 Permit (Order No. R4-2021-0105, Permit No. CAS004004) https://www.waterboards.ca.gov/losangeles/water_issues/programs/stormwater/mu nicipal/regional_permit.html
C. Contractor shall submit specifications of their product, including representative photos, diagrams, or drawings of the trash screen design as submittal(s). The drawings, specifications, or photos shall be properly labeled with the company’s name and specification number SD-5032-1. Failure to submit said product information may be basis for rejecting contractors submittal(s).

D. Full capture “catch basin” and “drop inlet” trash devices must trap all particles that are 5 mm or greater and have a design treatment capacity to flow the Design Peak Flow Rate resulting from a one-year, one-hour storm in the subdrainage area for each structure. This full capture device must be detailed, manufactured, installed to be quick hand released, have a Half Dome Shape (semi-circular) or S Shaped with removable connector pipe screens (CPS). The device must be detailed, manufactured, and installed to be certified by the State Water Board and be accepted as part of the City of Camarillo’s Full Capture Systems (FCS). If it is Project No. SD-5032-1 Section 2006

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determined by the City that a “catch basin” or “drop Inlet” cannot accommodate a CPS unit, another full trash capture device may be installed with City approval.

E. Connector pipe trash screens (CPS units) are full capture systems that must be half dome (semi-circular) or s-shaped structures that are mounted around the outlet or discharge pipe of a catch basin to effectively prevent trash or debris larger than 5 millimeters from being transported through the storm drain systems. If it is determined by the City that a catch basin cannot accommodate a CPS unit with a half dome (semi-circular) or s-shaped structures, another full capture trash device shape may be submitted for City approval for installation. The contractor may also submit for City acceptance a proprietary full capture trash device as an alternative device if it is technically infeasible to design or install a CPS device.

F. Each trash device shall carry a minimum three-year warranty on each unit. A copy of the manufacturer’s warranty shall be submitted by Contractor to City.

G. Each “catch basin” and “drop inlet” interior mounted trash capture device shall be easily removable and replaceable by City Maintenance personnel. Each CPS device or City accepted device shall be detailed and manufactured for quick release and to be removable by hand.

H. Other full trash capture devices must have State Water Resources Control Board approval as a full capture device as well as City approval.

I. Download the current list of SWRCB full capture trash certified devices on the SWRCB website at:

Storm Water Program - Trash Implementation Program
https://www.waterboards.ca.gov/water_issues/programs/stormwater/trash_implem entation.html
2006-2 Full Capture Trash Device Construction
A. Catch basin and Drop Inlet full capture trash device units shall be full capture connector pipe screen (CPS) trash devices that are certified by the State Water Board and accepted as part of the City of Camarillo’s Full Capture Systems (FCS).

All devices shall meet the following Minimum Design Standards:

1. All CPS units or other City approved full trash capture devices installed shall be a half dome (semi-circular) or S shaped quick hand release and removable unit.

2. CPS and other full trash capture device units shall contain circular openings in the trash screen material that are no larger than 5 millimeters in diameter.

3. CPS and other full trash capture device unit screens, framing, and all mounting rails and structural supports shall be constructed of 12- or 14-gauge 304 stainless-steel and bolted securely to the catch basin wall and structural supports must be spaced appropriately to withstand a 10-year storm event.

Project No. SD-5032-1 Section 2006

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4. CPS Units must be installed vertically onto the mounting frame directly in front of the discharge pipe. A single flat screen mounted to the wall of the catch basin in front of the catch basin discharge pipe is not acceptable.

5. CPS and other full trash capture device units must be properly engineered with an overflow feature to allow stormwater to pass over the screen and flow directly into the discharge pipe to minimize potential flooding.

6. CPS and other full trash capture device units must be removable and designed with a quick hand release disconnect feature to allow for easy removal by City staff.

7. Contractor to verify outlet pipe location and size within existing catch basins.

Deflector plate lids shall be installed in catch basins with discharge pipes directly below the inlet curb opening and the discharge pipes position could allow trash to enter through the top and bypass retention. The deflector plate shall be designed with the same materials stated above, with the 5-millimeter openings and designed to withstand a vertical load of 10 lbs. per square foot. Overflow clearance beneath the deflector lid must be at least 8 inches unless otherwise approved.

8. Some of the devices will require custom bottom and wall extensions to fit nonuniform catch basin floors. It is the Contractor’s responsibility to verify, measure, design, manufacture, and install all extensions as required for a complete closure of the trash capture device on the existing structure. If the bottom of the device exposes more than a 5mm gap, then an additional base strip may be fastened to the bottom of the catch basin using stainless-steel hardware. This base strip should match the length of the Full Capture Trash Device and shall be custom fit to the bottom of the catch basin. If the there is a gap of more than 5 mm at the bottom of the Full Capture Trash Device, Contractor shall install a base strip.

Base strip shall be bolted securely to the bottom floor of the catch basin. Base strip and hardware and shall be constructed of 12- or 14-gauge 304 stainless steel. Base strip shield shall match the length of the Full Capture Trash Device and custom cut to match contour of catch basin floor.

9. CPS and other full capture trash device unit bolts, nuts and washers shall be stainless steel. Bolts shall be secured in the wall using an epoxy adhesive or manufacturer recommended product to prevent pull out or damage to the unit.

10. CPS and other full capture trash device units shall have a solid stainless-steel handle welded to the top surface of the device that can be hooked with a manhole cover removal hook to facilitate device removal. The handle shall be able to withstand the vertical removal pulling forces while under load from the water in a full catch basin. The handle shall be accessible from the catch basin manhole opening.

11. Trash device units and unit lids shall be labeled with a stainless-steel metal tag attached by a stainless-steel wire imprinted with the Catch Basin number identified on the “Storm Drain Inlet Table” provided in the Appendix.

12. Install a City provided Stainless Steel “Don’t Dump Drains to Creek” medallion and a “Green Dot” at each Trash Capture Unit. Medallions shall be placed adjacent to each other. The City Construction Inspector shall approve the placement of each “Medallion” and “Green Dot” prior to placement. The Project No. SD-5032-1 Section 2006

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contractor is to set one of each medallions at each storm drain retrofitted with a trash capture device in this project.
a. For the “Don’t Dump Drains to Creek” medallion installation: The City will supply the contractor with the required medallion (s). The contractor shall provide the stainless-steel screws and the epoxy for the medallions, drill the hole into a concrete surface/structure at each storm drain, and epoxy set the medallion with the screw.
b. For the “Green Dot” medallion installation: The City will supply the contractor with a thermoplastic or stainless steel identification curb marker medallion “green dot”. For the thermoplastic medallion, the contractor is to provide the epoxy and set one at each storm drain retrofitted with a trash capture device in this project. For the stainless steel medallion, the contractor shall provide the stainless-steel screws and the epoxy for the stainless steel medallions, drill the hole into a concrete surface/structure at each storm drain, and epoxy set the medallion with the screw.
2006-3 Construction Materials
A. CPS and other full capture trash device unit screens, framing, and all mounting rails, handles, metal tags, wire, and structural supports shall be constructed of 12- or 14- gauge 304 stainless steel.

B. All bolts, nuts and washers shall be 304 stainless steel.

C. Bolts shall be secured in the wall using an epoxy adhesive per the manufacturer recommendations to prevent pull out or damage to the unit. All framing and structural supports must be spaced appropriately to withstand a 10-year storm event.

D. Each unit and unit lid shall be labeled with a stainless-steel metal tag attached by a stainless-steel wire imprinted with the Catch Basin number identified on the “Storm Drain Inlet Table” provided in the Appendix.
2006-4 Construction Methods
Preliminary Site Visit
A. The Contractor shall take the appropriate field measurements with photographs/video of the existing catch basins and drop inlets for each location identified in the “Storm Drain Inlet Table” to properly detail, design, manufacture, and install each full trash capture unit.

B. The Contractor shall provide City with a copy of each of all “catch basin” and “drop inlet” location field measurements, photographs, and videos in the “Full Capture Trash Device Sizing Worksheet” located in the Appendix for review prior to the design and manufacture of each trash device. If it is determined from field measurements that a ‘catch basin” or “drop inlet” cannot accommodate a CPS Unit, the Contractor shall provide measurements and shop drawings for a modified trash capture device unit to be reviewed and approved by the City as a Full Capture Device. Improper fabrication of devices due to errors in the measurements shall be Project No. SD-5032-1 Section 2006

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corrected at the contractor’s expense. All parts/components of the Units must be sized to fit through the catch basin’s access opening.

C. Contractor shall provide the City with a calculation of the design peak flow rate for each trash capture device installation. The design peak flow rate is based on a oneyear, one-hour storm in the subdrainage area. The contractor shall submit the calculation and show all variables for the design peak flow rate in the “Full Capture Trash Device Sizing Worksheet” located in the Appendix for each storm drain location.

D. The Contractor must remove all debris, trash, and sediment in the catch basins and inlet/outlet pipes prior to taking catch basin measurements to accommodate for accurate measuring. The following are the required cleaning methods: Contractor must use a vacuum truck or other city approved method for the cleanout of all catch basins/inlets. Contractor must plug connector outlet pipe to prevent any wash water from entering the storm drain line and must vacuum wash water for disposal.

Equipment must be maintained in good mechanical condition Contractor must maintain all equipment sufficient to meet all obligations and schedules herein.

Equipment must not be stored on residential streets. All vacuum trucks must have an operational strobe and back-up alarm must conform to all city, county, state and federal safety requirements.

E. For disposal: 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 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."
F. Existing manhole or grate lids may be hex-bolted or rusted in place. The Contractor shall take care in gaining access. The Contractor shall repair or replace-in-kind all parts damaged during access or entry into the existing catch basin(s). Contractor will be responsible for replacing all manhole lids and grate covers the day they are accessed with bolts in the same position as found before opening them prior to leaving the site(s).

Design and Manufacture
A. The Contractor shall design and manufacture each CPS or other full capture trash device units per the measurements taken during the preliminary site visit. This includes unit sizing, mounting configurations, and modifications due to flat or curved catch basin bottoms, bypass heights, vertical unit displacement clearances and removal handle locations. Contractor shall submit written records of its details and designs to the City for review and approval prior to fabrication of the CPS or other trash capture device units. The written records must identify each standpipe location Project No. SD-5032-1 Section 2006

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by the catch basin number located in the “Storm Drain Inlet Table”. Improper fabrication of devices due to errors in the measurements shall be corrected at the Contractor’s expense.

B. Each CPS unit shall be properly engineered with an overflow feature to allow storm water to pass over the screen and flow directly into the discharge pipe to minimize potential flooding in accordance with “Full Capture” certification requirements.

C. The removable portion of the CPS unit shall be installed vertically onto the mounting frame directly in front of the discharge pipe. The design of the unit shall include the capability of the unit to be removed in time of maintenance or emergency by field staff and shall be installed such that the unit can be removed by vertical displacement.

D. Design and Manufacturing of the Full Capture Trash units identified for installation in the Revolon Slough / Beardsley Wash Subwatershed must be designed and detailed to ensure full installation and City acceptance by September 16, 2024.

Device Installation
A. No work must be performed within the storm drain inlet during a rain event or if there is stormwater flow in the gutter or within the storm drain inlet.

B. All work must be done in accordance with OSHA requirements.

C. Catch basins/drain inlets are considered confined spaces. The locations in which the Units will be installed or catch basins/drain inlets cleaned are considered confined spaces. Contractor shall process and submit Confined Space Entry Permit (CSEP) for City review prior to start of any work at catch basin sites in accordance with Section 2005-3. Contractor shall follow Confined Space Entry procedures during installation of full capture trash device units and cleaning of catch basins.

D. Contractor shall provide appropriate traffic control following the most recent version of the California Manual Uniform Traffic Control Devices. See specification section 2002.

E. Contractor must clean the catch basins and drain inlets prior to the installation and after installation of the Unit. See Section 2006-4 D above for further requirements for cleaning of the catch basins. CPS units shall be assembled within the catch basin as most units will be larger than the catch basin access opening. Measurements shall be verified prior to installation. Each CPS unit shall be mounted on the downstream outlet of the catch basin.

F. The full capture trash device must be centered on the catch basin outlet pipe and the edge of the device must be a minimum of 4 inches away from any inside corners of the catch basin.

G. Contractor must provide final dimensions and pictures of the installed CPS or other trash capture device unit to the City within 14 days after installation. The information Project No. SD-5032-1 Section 2006

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must be recorded and submitted in a digital format (Hard Drive/Thumb Drive) to the City.

H. Each CPS unit and CPS unit lid and other full capture trash devices shall be labeled with a stainless-steel metal tag attached by a stainless-steel wire imprinted with the Catch Basin number identified on the “Storm Drain Inlet Table” provided in the Appendix.

I. Install a City provided Stainless Steel “Don’t Dump Drains to Creek” medallion and a “Green Dot” at each Trash Capture Unit. Medallions shall be placed adjacent to each other. The City Construction Inspector shall approve the placement of each “Medallion” and “Green Dot” prior to placement. The contractor is to set one of each medallions at each stormdrain retrofitted with a trash capture device in this project. See 2006-2 #12 a. and b. for details on installation.

J. The City must approve the installation of all devices prior to issuance of final payment. This includes a demonstration of the vertical removal and reinstallation procedure for each of the differing Trash Capture Device unit configurations.

K. Full Capture Trash Device units identified for installation in the Revolon Slough / Beardsley Wash Subwatershed as indicated in the “Storm Drain Inlet Table” as provided in the Appendix must receive City acceptance by September 16, 2024.

Disposal of Materials
A. Construction Materials which are to be disposed of shall be removed immediately, no material shall be stored at the site. No overnight storage of materials or debris will be allowed in the street or surrounding areas. Refer to 2007-4 (D) for debris removal.

B. Contractor shall dispose of recyclable materials at a City recognized recycling/buy back facility or at an approved site in accordance with local ordinance. 2006-5 Submittals
A. Submittals shall conform to the requirements of Standard Specifications and Sections 2000-20 and Section 2000-21 of the General Provisions.

B. A copy of Contractor Confined Space Entry Permit (CSEP) shall be submitted for City review prior to start of any work at catch basin and drain inlet sites.

C. The Contractor shall provide City with a copy of each of the “catch basin” and “drop inlet” location field measurements in the “Full Capture Trash Device Sizing Worksheet” for review prior to the design and manufacture of each trash device.

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calculation and show all variables for the design peak flow rate in the “Full Capture Trash Device Sizing Worksheet” located in the Appendix for each storm drain location.

1. Flow: Q = C x I x A
i. C = Runoff Coefficient (0.95 for Catch Basins and Drop Inlets) ii. I = Design Rainfall Intensity (Contractor to obtain from the NOAA website ( https://hdsc.nws.noaa.gov/pfds/ ) )
iii. A = Contributing Drainage Area (acres)

1. Contractor to provide calculation for the contributing drainage area for each Catch Basin and Drop Inlet.

E. Detailed design of each Trash Capture Device showing layout, dimensions, anchorage, framing, extensions, anchorage, bolting, welding, method of removing the device, and method of vertical displacement for each device. Contractor shall submit physical paper plans and digital PDF details for each trash capture device design to the City for review and approval prior to fabrication of the CPS or other trash capture device units. The written records must identify each standpipe location by the catch basin number located in the “Storm Drain Inlet Table”.

F. Material submittal prior to device manufacturing that will meet the requirements of or a full capture connector pipe screen (CPS) trash devices that can be certified by the State Water Board and accepted as part of the City of Camarillo’s Full Capture Systems (FCS). Refer to Specification Section 2006-3.

G. All site-specific device installations are to be detailed in the ”Construction As-Built Drawing” per Section 2000-35. A complete and detailed plan set must be submitted to be certified by the State Water Board and accepted as part of the City of Camarillo’s Full Capture Systems (FCS).

H. Pre- and post-installation pictures of each CPS or other trash capture device unit at all installation locations. These shall be submitted to the City in a digital format (hard drive or thumb drive) within 14 days of installation.

1. Photos must be labeled exactly as the following example:
a. Photo Name Prior to Install: K9140 (catch basin ID)_031524 (insert date). Example: K9140_031524
b. Photo Name After Install: K9140 (catch basin ID)_051624 (insert date).

Example: K9140_051624
I. Each unit must be identified on all submittals (photos and calculations) by the catch basin ID number.
2006-6 Measurement and Payment
A. Payment for Catch Basin Preliminary Site Visit and measurement of storm drain Project No. SD-5032-1 Section 2006

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structures shall be made at the contract price as listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools, and materials to perform work identified. This is a “Final” Pay Item, no additional compensation or payment will be made for this bid item. Any additional cost, above the set bid item price, incurred by the Contractor for this bid item shall be absorbed in the Contractor’s bid prices for the project. This shall include all standard curb inlets, grate and curb inlet combos, drop inlets, and any other catch basin style except for the standpipe style which is covered in specification section 2007. This work is identified in the “Preliminary Site Visit” Section 2006-4.

B. Payment for Cleaning of existing Storm Drain Structures for Full Capture Trash Device shall be made at the contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools, and materials to perform work identified. This work is identified in the “Preliminary Site Visit” Section 2006-4.

C. Payment for Design, Detailing, and Manufacture Catch Basin Inlet Full Capture Trash Devices shall be made at the contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools, custom bottom extensions, and materials to perform work identified. This includes curb inlet, curb and grate combo inlet, and grate inlet type catch basins. This work is identified in the “Design and Manufacture” Section 2006-4.

D. Payment for Installation of Catch Basin Full Capture Trash Device shall be made at the contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools, custom bottom extensions, and materials to perform work identified under Device Installation section above. This includes curb inlet, curb and grate combo inlet, and grate inlet type catch basins. This work is identified in the “Device Installation” Section 2006-4.

E. Payment for Design, Detailing, and Manufacture Grated Drop Inlet Full Capture Trash Device shall be made at the contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools, custom bottom extensions, and materials to perform work identified. This work is identified in the “Design and Manufacture” Section 2006-4.

F. Payment for Installation of Grated Drop Inlet Full Capture Trash Device shall be made at the contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools, custom bottom extensions, and materials to perform work identified. This work is identified in the “Device Installation” Section 2006-4.

G. Payment for Design and Manufacture Median Inlet Full Capture Trash Device shall be made at the contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools, custom bottom extensions, and materials to perform work identified. This line item is specific to catch basins identified in the Appendix “Storm Drain Inlet Table” on Atlas page H-12: CB-106, CB115, CB-118, and CB-123 all located on Ventura Boulevard. This work is identified in the “Design and Manufacture” Section 2006-4.

H. Payment for Installation of Median Inlet Full Capture Trash Device shall be made at the contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools, custom bottom extensions, and materials to perform work identified. This line item is specific to catch basins identified in the Appendix “Storm Drain Inlet Table” on Atlas page H-12: CB-106, CB-115, CB-118, Project No. SD-5032-1 Section 2006

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and CB-123 all located on Ventura Boulevard. This work is identified in the “Device Installation” Section 2006-4.

I. Payment for the Replacement, Design, Manufacture, and Installation of the Catch Basin Steel Lid and Cross Members shall be made at the contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools, new steel plate lids, new steel cross members, new anchorage, and materials to perform work identified. This line item is specific to catch basins identified in the Appendix “Storm Drain Inlet Table” on Atlas page H-12: CB-106 and CB-123 all located on Ventura Boulevard.

J. Payment for Design, Manufacture, and Installation of the Median Inlet Face Diverter shall be made at the contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, new curb diverters, new anchorage, tools, and materials to perform work identified. This line item is specific to catch basins identified in the Appendix “Storm Drain Inlet Table” on Atlas page H-12: CB106, CB-115, CB-118, and CB-123 all located on Ventura Boulevard.

K. Payment for the installation of the City provided Stainless Steel “Don’t Dump Drains to Creek” medallion at each Trash Capture Unit shall be made at the established contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, and materials to perform work identified. The contractor shall provide the stainless-steel screws for the medallions, drill the hole into the top of the concrete curb or alternative concrete surface and epoxy set the medallion with a stainless steel screw. Medallions shall be placed adjacent to each other. The City Construction Inspector shall approve the placement of each “Medallion” and “Green Dot” prior to placement.

L. Payment for the City provided Stainless Steel or thermoplastic “Green Dot” at each Trash Capture Unit shall be made at the established contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, and materials to perform work identified. The City will provide the “Green Dot” material only. The contractor shall provide the stainless-steel screws for the medallions if required, drill the hole into the top of the concrete curb or alternative concrete surface and epoxy set the medallion with a stainless steel screw. For a thermoplastic identification curb marker medallion “green dot”, the contractor shall epoxy set or installed at each “Catch Basin” and “Drop Inlet” full capture trash device installed by the contractor. Medallions shall be placed adjacent to each other. The City Construction Inspector shall approve the placement of each “Medallion” and “Green Dot” prior to placement.

M. Payment for contractor keeping an active set of red-line as-built drawings during the installation of all site-specific device installations as detailed in the ”Construction AsBuilt Drawing” per Section 2000-35, 2006-5, and 2007-5 shall be made at contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor and materials to perform work identified. Payment will only be made after City Acceptance of the Construction As-Builts submitted by the contractor.

N. Payment for contractor submitting Pre- and Post-Installation Digital Photographs/Videos for all installed trash capture devices by the contractor per Section 2006-5 and 2007-5 shall be made at contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor and materials to perform work identified. Payment will only be made after City Acceptance of all Digital Photographs/Videos submitted by the contractor.

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O. Payment for the procurement and installation for the Manhole Lid to fit into the existing Storm Drain Basin Frame at CB-124 on Appendix Atlas Map C-12 shall be made at the contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools, and materials to perform work identified.

P. No separate payment will be made for work or other requirements as outlined in Section 2006 “Storm Drain Inlet Full Capture Trash Devices” above; full compensation for work and requirements shall be considered included in the price for other applicable items of work and no additional compensation will be allowed therefor.

END OF SECTION 2006
Project No. SD-5032-1 Section 2007

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SECTION 2007 – STANDPIPE FULL CAPTURE TRASH DEVICE
2007-1 General
A. This item shall consist of all contractor site visits, taking measurements of all existing standpipe structures, detailing each device, materials for device and installation, device unit manufacturing, standpipe cleaning/removals, completing the as-built drawings, and installation of standpipe connector pipe trash screen (CPS) full capture trash devices or other City approved full trash capture catch basin device within or on existing storm drain standpipes in accordance with the Standard Specifications, the Plans, and these Special Provisions. The City requires that a CPS unit be installed at each catch basin identified on the “Storm Drain Inlet Table” provided in the Appendix. If it is determined by the City that a standpipe cannot accommodate a CPS unit, another full capture trash device may be installed with City approval of a detailed material submittal.

B. Unless accepted by the City, all standpipe trash devices shall be removable full capture trash devices installed on or within existing storm drain standpipes. The full capture trash device shall be a connector pipe screen (CPS) type approved device that has been certified as Full Trash Capture by the State Water Resources Control Board and approved for use by the City of Camarillo Stormwater Program Manager and City Engineer. Proof of compliance with the City's Municipal Stormwater Permit Order No. R4-2021-0105, Permit No. CAS004004 is required, see website addresses below for information. Contractor shall provide proof that device is certified by the State Water Resources Control Board as a “Full Capture” system.

Download the current list of State Water Resources Control Board full capture trash certified devices on the SWRCB website at:

Storm Water Program - Trash Implementation Program
https://www.waterboards.ca.gov/water_issues/programs/stormwater/trash_implem entation.html

D. Full capture “standpipe” trash devices must trap all particles that are 5 mm or greater and have a design treatment capacity to flow the Design Peak Flow Rate resulting from a one-year, one-hour storm in the subdrainage area for each structure. This full capture device must be detailed, manufactured, and installed to be exterior mounted and have “hand tool” removable connector pipe screens (CPS). The device must be detailed, manufactured, and installed to be certified by Project No. SD-5032-1 Section 2007

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the State Water Board and be accepted as part of the City of Camarillo’s Full Capture Systems (FCS). If it is determined by the City that a standpipe cannot accommodate a CPS unit, another full trash capture device may be installed with City approval.

1. Contractor Reference: SWRCB Certified Multi-Benefit Trash Treatment Systems. Link: Certified Multi-Benefit Trash Treatment System (ca.gov) E. Connector pipe trash screens (CPS units) are full capture systems that are generally mounted around the exterior of the standpipe opening or discharge pipe of the standpipe to effectively prevent trash or debris larger than 5 millimeters from being transported through the storm drain systems.

F. Each trash device shall carry a minimum three-year warranty on each unit. A copy of the manufacturer’s warranty shall be submitted by the Contractor to the City.

G. Each “standpipe” trash capture device shall be easily removable and replaceable by City Maintenance personnel. Each CPS unit shall be detailed and manufactured to be removable with handheld tools.

H. Download the current list of SWRCB full capture trash certified devices on the SWRCB website at:

Storm Water Program - Trash Implementation Program
https://www.waterboards.ca.gov/water_issues/programs/stormwater/trash_implem entation.html
2007-2 Trash Capture Device Construction
A. Standpipe full capture trash device units shall be full capture connector pipe screen (CPS) trash devices that are certified by the State Water Board and accepted as part of the City of Camarillo’s Full Capture Systems (FCS). All devices shall meet the following Minimum Design Standards:

1. All CPS units or other City approved full trash capture devices installed shall be removable unit(s) by use of hand tools. All full trash capture units shall screen the above ground openings/perforations in standpipes to effectively prevent trash or debris from being transported through the storm drain systems.

2. CPS and other trash capture device units shall contain circular openings in the trash screen material that are no larger than 5 millimeters in diameter.

3. CPS and other full trash capture device unit screens, framing, and all mounting rails and structural supports shall be constructed of 12-gauge 304 stainless-steel and bolted securely to the catch basin concrete surfaces. Structural supports must be spaced appropriately to withstand a 10-year storm event.

4. CPS and other trash capture device units must be installed vertically onto the mounting frame directly in front of the discharge pipe. A single flat screen mounted directly to the face or front of the standpipe discharge pipe or opening is not acceptable.

Project No. SD-5032-1 Section 2007

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6. CPS and other standpipe full trash capture device units must be designed to be locked into place for operation and designed to allow for removal using hand tools.

7. All of the standpipe locations will require custom trash capture device design and installation due to non-uniformity. It is the Contractor’s responsibility to verify, measure, design, manufacture, and install accordingly. The trash capture screens are required to meet the 5mm requirement regardless of design and shall be removable for cleaning and maintenance.

8. Trash device units shall be labeled with a stainless-steel metal tag attached by a stainless-steel wire imprinted with the Catch Basin number identified on the “Storm Drain Inlet Table” provided in the Appendix.

9. Install a City provided Stainless Steel “Don’t Dump Drains to Creek” medallion and a “Green Dot” at each Trash Capture Unit. Medallions shall be placed adjacent to each other. The City Construction Inspector shall approve the placement of each “Medallion” and “Green Dot” prior to placement. The contractor is to set one of each medallions at each storm drain retrofitted with a trash capture device in this project.
a. For the “Don’t Dump Drains to Creek” medallion installation: The City will provide the Contractor with the required medallion(s). The contractor shall provide the stainless-steel screws and the epoxy for the medallions, drill the hole into a concrete surface/structure at each standpipe, and epoxy set the medallion with the screw. If a suitable concrete surface is not available for mounting, the contractor shall epoxy set directly to the standpipe itself.
b. For the “Green Dot” medallion installation: The City will supply the contractor with a thermoplastic or stainless steel identification curb marker medallion “green dot”. For the thermoplastic medallion, the contractor is to provide the epoxy and set one at each storm drain retrofitted with a trash capture device in this project. For the stainless steel medallion, the contractor shall provide the stainless-steel screws and the epoxy for the stainless steel medallions, drill the hole into a concrete surface/structure at each storm drain, and epoxy set the medallion with the screw. If a suitable concrete surface is not available for mounting, the contractor shall epoxy set directly to the standpipe itself.
2007-3 Construction Materials
A. CPS and other standpipe trash capture device unit screens, framing, mounting rails, and structural supports shall be constructed of 12-gauge 304 stainless-steel.

B. All bolts, nuts and washers shall be grade 304 stainless steel.

Project No. SD-5032-1 Section 2007

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C. Where applicable, studs and bolts shall be secured in concrete surfaces using an epoxy adhesive using the manufacturer’s recommended installation requirements.

Full trash capture device unit screens, framing, and all mounting rails and structural supports shall be constructed of 12-gauge 304 stainless-steel and bolted securely to the existing concrete structures. The structural supports must be spaced appropriately to withstand a 10-year storm event.

D. Each unit shall be labeled with a stainless-steel metal tag attached by a stainlesssteel wire imprinted with the Catch Basin number identified on the “Storm Drain Inlet Table” provided in the Appendix.
2007-4 Construction Methods
Preliminary Site Visit
A. The Contractor shall take the appropriate field measurements and photographs of the existing standpipe for each location identified in the “Storm Drain Inlet Table” to properly detail, design, manufacture, and install each full trash capture unit.

B. The Contractor shall provide City with a copy of each of the standpipe location field measurements in the “Full Capture Trash Device Sizing Worksheet” located in the Appendix for review prior to the design and manufacture of each trash device. If it is determined from field measurements that a standpipe cannot accommodate a CPS Unit, the Contractor shall provide measurements and shop drawings for a modified trash capture device unit to be reviewed and approved by the City as a Full Capture Device.

D. The Contractor must remove all debris, trash, and sediment in the standpipes and inlets/outlets prior to taking measurements to accommodate for accurate measuring.

The following are the required cleaning methods: Contractor must use a vacuum truck or other city approved method for the cleanout of all storm drain inlets.

Contractor must plug connector outlet pipe to prevent any wash water from entering storm drain line and must vacuum wash water for disposal. Equipment must be maintained in good mechanical condition Contractor must maintain all equipment sufficient to meet all obligations and schedules herein. Equipment must not be stored on residential streets. All vacuum trucks must have an operational strobe and back-up alarm must conform to all city, county, state, and federal safety requirements.

E. For disposal: 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 Project No. SD-5032-1 Section 2007

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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 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."
F. Existing standpipe metal plate lids are bolted or welded in place and the grate lids may be hex-bolted and/or rusted in place. The Contractor shall take care in gaining access. The Contractor shall repair or replace-in-kind all parts damaged during access or entry into the existing standpipes. Contractor will be responsible for replacing all manhole lids and grate covers the day they are accessed with bolts in the same position as found before opening them prior to leaving the site(s).

Design and Manufacture
A. The Contractor shall design and manufacture each CPS or other trash capture device unit per the measurements taken during the preliminary site visit. This includes unit sizing, mounting configurations, and any other modifications necessary for installation. Contractor shall submit written records of its details and designs to the City for review and approval prior to fabrication of the CPS or other trash capture device units. The written records must identify each standpipe location by the catch basin number located in the “Storm Drain Inlet Table”. Improper fabrication of devices due to errors in the measurements shall be corrected at the Contractor’s expense. All parts/components of the Units must be sized to fit on, over, or through the standpipe opening, where applicable.

B. Each CPS or trash capture unit shall be properly engineered with an overflow feature to allow storm water to pass over the screen and flow directly into the discharge pipe to minimize potential flooding in accordance with “Full Capture” certification requirements.

C. The removable portion of the CPS unit shall be installed vertically onto the mounting frame directly in front of the discharge pipe or opening in the standpipe. The design of the CPS or other trash capture unit shall include the capability of the unit to be removed in time of maintenance or emergency by field staff and shall be installed such that the unit can be removed by vertical displacement.

Device Installation:

Project No. SD-5032-1 Section 2007

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A. No work shall be performed within the standpipe during a rain event or if there is stormwater flow in the immediate adjacent area or within the standpipe inlets/outlets.

B. All work must be done in accordance with OSHA requirements.

C. If the locations in which the CPS or other trash capture units will be installed within a standpipe are considered confined spaces, the Contractor shall process and submit Confined Space Entry Permit (CSEP) for City review prior to start of any work at catch basin sites in accordance with Section 2005-3. Contractor shall follow Confined Space Entry procedures during cleaning of standpipes and installation of full capture trash device units as required.

D. Contractor shall provide appropriate traffic control following the most recent version of the California Manual Uniform Traffic Control Devices. See specification section 2002.

E. Contractor must clean the standpipe inlet/outlet prior to the installation and after installation of the CPS or other trash capture unit, see specification section 2007-4 D. Full trash capture units shall be assembled inside or around the outside of the standpipe as designed by the contractor. Measurements shall be verified prior to installation by the Contractor. Each full capture trash unit shall be mounted around the exterior of the standpipe opening or discharge pipe of the standpipe to effectively prevent trash or debris larger than 5 millimeters from being transported through the storm drain systems.

F. The CPS or full capture trash device unit must be centered on the standpipe edges or designed for the shape of the specific culvert, swale, basin, or structure to provide for a designed capacity to accept a Peak Flow Rate for each structure resulting from a one-year, one-hour storm in the subdrainage area.

G. Contractor must provide final dimensions and pictures of the installed CPS or other trash capture device unit to the City within 14 days after installation. The information must be recorded and submitted in a digital format (Hard Drive/Thumb Drive) to the City.

H. Each CPS or other trash capture device shall be labeled with a stainless-steel metal tag attached by a stainless-steel wire imprinted with the Catch Basin number identified on the “Storm Drain Inlet Table” provided in the Appendix.

Project No. SD-5032-1 Section 2007

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J. The City must approve the installation of all devices prior to issuance of final payment. This includes a demonstration of the removal and reinstallation procedure for each of the differing Trash Capture Device unit configurations.

B. Contractor shall dispose of recyclable materials at a City recognized recycling/buy back facility or at an approved site in accordance with local ordinance. 2007-5 Submittals
A. Submittals shall conform to the requirements of Standard Specifications and Sections 2000-20 and Section 2000-21 of the General Provisions.

B. A copy of Contractor Confined Space Entry Permit (CSEP) shall be submitted for City review prior to start of any work at standpipe sites if storm drain entry is required.

C. The Contractor shall provide City with a copy of each of the standpipe location field measurements in the “Full Capture Trash Device Sizing Worksheet” for review prior to the design and manufacture of each trash device.

D. Contractor shall provide the City with a calculation of the design peak flow rate for each trash capture device installation. The design peak flow rate shall result from a one-year, one-hour storm in the subdrainage area. The contractor shall submit the calculation and show all variables for the design peak flow rate in the “Full Capture Trash Device Sizing Worksheet” located in the Appendix for each storm drain location.

1. Flow: Q = C x I x A
i. C = Runoff Coefficient (0.95 for Standpipe Inlets)
ii. I = Design Rainfall Intensity (Contractor to obtain from the NOAA website ( https://hdsc.nws.noaa.gov/pfds/ ) )
iii. A = Contributing Drainage Area (acres)

1. Contractor to provide calculation for the contributing drainage area for each Catch Basin and Drop Inlet.

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submit physical paper plans and digital PDF details for each trash capture device design to the City for review and approval prior to fabrication of the CPS or other trash capture device units. The written records must identify each standpipe location by the catch basin number located in the “Storm Drain Inlet Table”.

Example: K9140_051624
I. Each unit must be identified on all submittals (photos and calculations) by the catch basin ID number.
2007-6 Measurement and Payment
A. Payment for Standpipe Preliminary Site Visit and Measurement shall be made at the contract price as listed under Bid Item No. 4 of the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools, and materials to perform work identified. This is a “Final” Pay Item, no additional compensation or payment will be made for this bid item. Any additional cost, above the set bid item price, incurred by Contractor for this bid item shall be absorbed in the Contractor’s bid prices for the project. This work is identified in the “Preliminary Site Visit” Section 2007-4.

Project No. SD-5032-1 Section 2007

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B. Payment for Cleaning of Existing Standpipe locations for Full Capture Trash Device shall be made at the contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools, and materials to perform work identified. This work is identified in the “Preliminary Site Visit” Section 2007-4.

C. Payment for Design, Detailing, and Manufacture Standpipe Full Capture Trash Devices shall be made at the contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools, custom bottom extensions, and materials to perform work identified. This work is identified in the “Design and Manufacture” Section 2007-4.

D. Payment for Installation of Standpipe Full Capture Trash Device shall be made at the contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools, custom bottom extensions, and materials to perform work identified under Device Installation section above. This work is identified in the “Device Installation” Section 2007-4.

E. Payment for installation of the City provided Stainless Steel “Don’t Dump Drains to Creek” medallion at each Trash Capture Unit shall be made at the established contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, and materials to perform work identified. The City will provide the “Don’t Dump Drains to Creek” medallion material only. The contractor shall provide the stainless-steel screws for the medallions, drill the hole into a concrete surface/structure at each standpipe, and epoxy set the medallion with the screw. If a suitable concrete surface is not available for mounting, the contractor shall epoxy set directly to the standpipe itself. Medallions shall be placed adjacent to each other. The City Construction Inspector shall approve the placement of each “Medallion” prior to placement.

F. Payment for installation of the City provided Stainless Steel or thermoplastic “Green Dot” at each Trash Capture Unit shall be made at the established contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, and materials to perform work identified. The City will provide the stainless steel or thermoplastic “Green Dot” material only. The contractor shall provide the stainless-steel screws for the stainless steel medallions, drill the hole into a concrete surface/structure at each standpipe, and epoxy set the medallion with the screw. If thermoplastic medallions are provided by the City, the contractor will epoxy set the medallion. If a suitable concrete surface is not available for mounting, the contractor shall epoxy set directly to the standpipe itself. Medallions shall be placed adjacent to each other. The City Construction Inspector shall approve the placement of each “Medallion” and “Green Dot” prior to placement.

G. Payment for contractor keeping an active set of red-line as-built drawings during the installation of all site-specific device installations and then detailed in the ”Construction As-Built Drawing” per Section 2000-35, 2006-5, and 2007-5 shall be made at contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor and materials to perform work identified. Payment will only be Project No. SD-5032-1 Section 2007

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made after City Acceptance of the Construction As-Builts submitted by the contractor.

H. Payment for contractor submitting Pre- and Post-Installation Digital Photographs/Videos installed by the contractor per per Section 2006-5 and 2007-5 shall be made at contract unit price listed in the Bid Schedule and shall be full compensation for furnishing labor and materials to perform work identified. Payment will only be made after City Acceptance of the Construction As-Builts submitted by the contractor.

I. No separate payment will be made for work or other requirements as outlined in Section 2007 “Standpipe Full Capture Trash Device” above; full compensation for work and requirements shall be considered included in the price for other applicable items of work and no additional compensation will be allowed therefor.

END OF SECTION 2007
Project No. SD-5032-1 Section 2008

Page 1 ends

SECTION 2008 – MINOR CONCRETE REPAIR OF STORM DRAIN INLETS 2008-1 General
This specification covers the requirements for minor concrete repair and/or patching of interior and exterior surfaces with a polymer-modified portland cement mortar.

Prior to commencing concrete repair work, the Contractor, in the company of the Engineer, shall inspect each catch basin location identified in the “Storm Drain Inlet Table” located in the Appendix as needing minor concrete repair work and mark the area(s) that shall be repaired. The repair area(s) shall be limited to the catch basin structure only (i.e. frame, anchor, interior, inlet, top surface, MH access, grates, etc). 2008-2 Materials
Polymer-Modified Portland Cement. The repair compound shall consist of two (2) parts: Component A – a liquid polymer emulsion of an acrylic copolymer base and additives, and Component B – a blend of selected Portland cements, specially graded aggregates, admixtures for controlling setting time, water reducers for workability, and an organic accelerator.

This material shall be “SikaTop–123 Plus” as manufactured by Sika Corporation, or approved equal.

A. The material shall meet the typical properties of a mixed polymer-modified Portland cement mortar:

1. Yield: Approximately 0.39 ft3 per 44 lb. bag

2. Color: Concrete gray

3. Density (ASTM C-138): 132 lbs/ft3

4. Mixing Ratio: 1 gal of SikaTop® Component A per 44 lb. bag

5. Application Thickness: Min 1/8” (3 mm); Max 1.5 ” (38 mm)

6. Application Temp: Min 50°F (10°C) ; Max 86°F (30°C)

7. Working Time: 15 min.

8. Finishing Time: 20 - 60 min

9. Compressive Strength (ASTM C-109): 1 day - 3,000 psi (20.7 MPa) 7 days - 4,000 psi (27.6 MPa)
28 days - 6,000 psi (41.4 MPa)

10. Flexural Strength @ 28 days (ASTM C293):1,500 psi (10.3 MPa)

11. Bond Strength @ 28 days (ASTM C-882
Modified):
2,000 psi (13.8 MPa)

12. Permeability (ASTM C-1202): < 500 Coulombs
B. All materials must be delivered in original, unopened containers with the manufacturer's name, labels, product identification, and batch numbers.

Damaged material must be removed from the site immediately.

C. Store all materials off the ground and protect from rain, freezing or excessive heat until ready for use.

Project No. SD-5032-1 Section 2008

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D. Condition the specified product as recommended by the manufacturer 2008-3 Surface Preparation
Areas to be repaired must be clean, sound, and free of contaminants. All loose and deteriorated concrete shall be removed by hand and/or mechanical means.

Mechanically prepare concrete substrate in accordance with the manufacturer’s recommendation. Area to be patched shall not be less than 1/8” in depth. 2008-4 Mixing and Application
The repair materials shall be weighed and mixed in accordance with the manufacturer’s recommendations. At the time of application, the substrate shall be saturated surface dry with no standing water. Mortar must be scrubbed into substrate filling all pores and voids. While the scrub coat is still plastic, force material against edge of repair, working toward center. After filling, consolidate then screed. Allow mortar to set to desired stiffness then finish with trowel for smooth surface. Wood float or sponge float for a rough surface.

Areas where the depth of the repair area to sound concrete is greater than 1½”, the repair shall be made in lifts of 1½ ” maximum thickness. The top surface of each lift shall be scored to produce a rough surface for the next lift. The preceding lift shall be allowed to reach final set before applying fresh material. The fresh mortar must be scrubbed into the preceding lift.

As per ACI recommendations for Portland cement concrete, curing is required. Moist cure with wet burlap and polyethylene, a fine mist of water or a water-based* compatible curing compound. Moist curing should commence immediately after finishing and continue for 48 hours. Protect newly applied material from rain, sun, and wind until compressive strength is 70% of the 28 day compressive strength. To prevent from freezing cover with insulating material. Setting time is dependent on temperature and humidity.
*Pretesting of curing compound is recommended.

Adhere to all procedures, limitations, and cautions for the polymer-modified Portland cement mortar in the manufacturers current printed technical data sheet and literature.

The material shall be allowed to cure two hours before opening to construction traffic.

Do not apply material if it is raining or snowing or if such conditions appear to be imminent. Minimum application temperature 45°F (5°C) and rising.

Precautions should be taken to avoid damage to any surface near the work zone due to mixing and handling of the specified material.
2008-5 Submittals
Submit a copy of the following from the manufacturer:

Project No. SD-5032-1 Section 2008

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 Product data sheet
 Installation instructions
 Safety data sheets (SDS)
2008-6 Measurement and Payment
Payment for minor Concrete Repair Patching of Catch Basins is made at the contract unit price listed in the Bid Schedule for each (EA) location. This shall include all costs associated with the Work including, but not limited to: furnishing all labor, materials, tools, equipment, forms, false-work, bracing, curing compound, plastic wrap, concrete and debris material disposal, traffic control, noticing, permitting, and all other items necessary and incidental to performing all the work required under this Section and as provided for in the Contract documents complete and in place.

END OF SECTION 2008
Project No. SD-5032-1

APPENDICES

APPENDIX A PERMITS

NOT USED

APPENDIX B STANDARDS
B-1. “NO PARKING” Sign

APPENDIX C FEDERAL AND STATE REQUIREMENTS

NOT USED

APPENDIX D STORM WATER POLLUTION CONTROL PLAN
D-1. Stormwater Pollution Control Plan for Installation of Full Capture Trash Devices in Existing City Storm Drain Inlets (SWPCP)

APPENDIX E PREVAILING WAGE RATES
E-1. Download at:
https//www.dir.ca.gov/OPRL/DPreWageDetermination.htm

APPENDIX F RIGHT OF WAY

NOT USED

APPENDIX G STORM DRAIN INLET INFORMATION
G-1. Storm Drain Inlet Table – Atlas Information
G-2. Full Capture Trash Device Sizing Worksheet

APPENDIX H CAMARILLO STORM DRAIN ATLAS INFORMATION
H-1. Atlas Maps
Project No. SD-5032-1

APPENDIX A - PERMITS

NOT USED
Project No. SD-5032-1

APPENDIX B - STANDARDS
B-1. “NO PARKING” Sign

Project No. SD-5032-1

APPENDIX C - FEDERAL AND STATE REQUIREMENTS

NOT USED
Project No. SD-5032-1

APPENDIX D - STORM WATER POLLUTION CONTROL PLAN
D-1. Stormwater Pollution Control Plan for Installation of Full Capture Trash Devices in Existing City Storm Drain Inlets (SWPCP)

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City of Camarillo
PUBLIC PROJECT*
Stormwater Pollution Control Plan for
Installation of Full Capture Trash Devices in Existing City Storm Drain Inlets
SWPCP No. __ _________ (City Stormwater Program Manager will assign # upon first review of SWPCP) Project Name: _________________________
Project #: __________________________
Project Location: ________________________
Brief Project Description: _________________________________________ ________________________________________________________________ Project Contractor Responsible for SWPCP Implementation: ____________________________ Name/Phone #
Construction Start Date: ___________________________
Construction Completion Date: ___________________________ SWPCP Prepared by: ______________________________________________ Name, Title
______________________________________________
Company Name & Phone #
Date: __________________________________
Approved by: __________________________________________ City of Camarillo Stormwater Program Manager

Date: _________________________________________________

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REQUIREMENTS
FOR A

STORMWATER POLLUTION CONTROL PLAN
Prior to the issuance of any construction/grading permit and/or the commencement of any clearing, grading or excavation, contractors of projects with construction activities shall prepare and submit a Stormwater Pollution Control Plan (SWPCP), on the form provided herein, for the review and approval of the City Engineer and the Stormwater Program Manager.

The purpose of the SWPCP is to identify potential pollutant sources that may affect the quality of discharges and to design the use and placement of Best Management Practices (BMPs) to effectively prohibit the entry of pollutants from the construction site into the storm drain system during construction. Erosion and sediment source control BMPs should be considered for both active and inactive (previously disturbed) construction areas. BMPs for wind erosion and dust control are also included. The SWPCP may require modification as the project progresses and as conditions warrant.

The SWPCP shall be developed and implemented in accordance with the Ventura Countywide Stormwater Quality Management Program, National Pollutant Discharge Elimination System (NPDES) Permit No. CAS004004 (Order No. R4-2021-0105), and any other requirements established by the City of Camarillo.

The applicant/owner is responsible for ensuring that all project contractors and subcontractors implement all applicable BMPs.

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STORMWATER POLLUTION CONTROL PLAN
Definitions:

SWPCP - Stormwater Pollution Control Plan
BMP - Best Management Practice
This Stormwater Pollution Control Plan and BMP references are from the California Stormwater Best Management Practice Handbooks (Construction, Municipal, New Development & Redevelopment, and Industrial). The handbooks may be obtained from the California Stormwater Quality Association (CASQA) at www.cabmphandbooks.com or www.casqa.org .

Responsible Party Information
Project Owner/Developer: City of Camarillo Contact: ______________________________ Mailing Address: 601 Carmen Drive
City: Camarillo State: CA Zip: 93010 Phone:

Contractor:

Mailing Address:

City: State: Zip: Phone:

Contractor’s Authorized Representative:

Phone:

Estimated Start Date of Project:

Estimated Finish Date of Project:

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Site Map Requirements
In addition to proposed construction plans, provide the following information, if applicable. A generic map can be used to represent all storm drain locations and/or laydown yards. • Parcel Size = ___-1_______ acres
Note: Before a grading permit is issued, the City of Camarillo will require proof of receipt of a Notice of Intent for the State National Pollutant Discharge Elimination System General Construction Permit for all construction projects that have a parcel size of one acre or more or that are less than one acre but the site is part of a larger common area of development or sale. • Boundary of construction site: construction area = ___-1_______ acres. • Existing paved areas and buildings.
• Affected water courses, lakes, wetlands, springs, and wells. • Watershed boundary of offsite areas that drain into construction site. • Boundary of drainage area where stormwater leaves property. • Locations of existing storm drain facilities.

Types and locations of stormwater structures, controls, and/or BMPs that will be built/utilized to control stormwater pollution during construction. Provide a brief description of BMPs selected and, if appropriate, attach modified fact sheets or additional information.
• Construction and erosion control material storage areas. • Temporary stockpile and construction waste storage areas. • Construction vehicle storage and service areas.

The above information should be updated as needed to meet evolving construction conditions.

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Inventory of Contractor’s Activities and Special Conditions

1. No work shall be performed in the storm drain inlet during rain events or if there is stormwater flowing in the gutter or in the storm drain inlet.

2. Describe construction materials, equipment, and vehicles that will be used onsite.

3. Provide a description of special site conditions that may contribute pollutants to all discharges and how they are to be controlled.

4. Describe stormwater structures/controls on the site prior to construction and how these structures/controls will be integrated into the SWPCP to reduce sediment and other pollutants in all discharges.

5. Provide the sequence for implementation or installation or proposed BMPs.

6. List waters, other than stormwater, which will flow from the site during dry weather, the approximate amount of flow, and methods for preventing or treating these dry weather flows.

Attach sheets if additional space is required.

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Monitoring, Inspection, and Maintenance Requirements

1. Implement maintenance/repair efforts to ensure that the required BMPs are in good and effective condition. (A maintenance/repair plan is attached?  Yes  No See pages 10- 11 of SWPCP.)

2. Before start of construction and during contractor annually train all site personnel responsible for installing, inspecting, and maintaining BMPs: SC-14. (Training program/material attached?  Yes  No) Document training on Attachment 2.

Contractor must forward copy of training record to City Stormwater Program Manager before construction can begin.

3. Keep records and document on Inspection form (Attachment 1):
• annual inspection
• pre-storm inspection
• post-storm inspection

4. Contractor shall monitor BMPs at drain inlets before, after and during rain events and modify as needed to prevent flooding of public right-of-way. Contractor shall remove all BMPs upon completion of roadwork.

Best Management Practices - BMPs
Complete the following charts. The BMPs listed may be used if applicable or adequate. Additional BMPs may apply. Please do not attach the BMP Fact Sheets referenced from the California Stormwater BMP Handbooks to the city’s copy of the SWPCP; however, the BMP Fact Sheets must be attached to the SWPCP that is kept at the construction site. BMPs can be downloaded from the California Stormwater Handbooks at www.cabmphandbooks.com.

BMPs Selected – Noted by Ref. ID from the
California Stormwater BMP Handbooks
(*Required Enhanced BMPs for High Risk Sites
See #7 – p. 5)
Use BMP
Yes No (If no, state reason)
Erosion Control BMPs
EC-1* Scheduling
EC-2* Preservation of Existing Vegetation
EC-3* Hydraulic Mulch
EC-4* Hydroseeding
EC-5* Soil Binders
EC-6* Straw Mulch
EC-7* Geotextiles & Mats
EC-8* Wood Mulching
EC-9 Earth Dikes & Drainage Swales

Page 7 of 12 ends

BMPs Selected – Noted by Ref. ID from the
California Stormwater BMP Handbooks
(*Required Enhanced BMPs for High Risk Sites
See #7 – p. 5)
Use BMP
Yes No (If no, state reason)
EC-10 Velocity Dissipation Devices
EC-11* Slope Drains
EC-12 Stream bank Stabilization
EC-14 Compost Blankets
EC-15 Soil Preparation/Roughening
EC-16 Non-Vegetative Stabilization
Temporary Sediment Control BMPs
SE-1* Silt Fence
SE-2* Sediment Basin
SE-3 Sediment Trap
SE-4* Check Dam
SE-5* Fiber Rolls
SE-6* Gravel Bag Berm
SE-7* Street Sweeping & Vacuuming
SE-8* Sandbag Barrier
SE-9 Straw Bale Barrier
SE-10* Storm Drain Inlet Protection
SE-11 Active Treatment Systems
SE-12 Temporary Silt Dike
SE-13 Compost Socks & Berms
SE-14 Biofilter Bags
Wind Erosion Control BMPs
WE-1* Wind Erosion Control
Temporary Tracking Control BMPs
TC-1* Stabilized Construction
Entrance/Exit
TC-2* Stabilized Construction Roadway
TC-3* Entrance/Outlet Tire Wash
Non-Stormwater Management BMPs
NS-1* Water Conservation Practices

Page 8 of 12 ends

BMPs Selected – Noted by Ref. ID from the
California Stormwater BMP Handbooks
(*Required Enhanced BMPs for High Risk Sites
See #7 – p. 5)
Use BMP
Yes No (If no, state reason)
NS-2* Dewatering Operations
NS-3 Paving & Grinding Operations
NS-4 Temporary Stream Crossing
NS-5 Clear Water Diversion
NS-6 Illicit Connection/Discharge
NS-7 Potable Water/irrigation
NS-8* Vehicle & Equipment Cleaning
NS-9* Vehicle & Equipment Fueling
NS-10* Vehicle & Equipment Maintenance
NS-11 Pile Driving Operations
NS-12 Concrete Curing
NS-13 Concrete Finishing
NS-14 Material Over Water
NS-15 Demolition Adjacent to Water
NS-16 Temporary Batch Plants
Waste Management & Materials Pollution Control BMPs
WM-1* Material Delivery & Storage
WM-2 Material Use
WM-3* Stockpile Management
WM-4* Spill Prevention & Control
WM-5* Solid Waste Management
WM-6 Hazardous Waste Management
WM-7 Contaminated Soil Management
WM-8* Concrete Waste Management
WM-9* Sanitary/Septic Waste Mgmt.

WM-10 Liquid Waste Management

Page 9 of 12 ends

BMPs Selected – Noted by Ref. ID from the
California Stormwater BMP Handbooks
(*Required Enhanced BMPs for High Risk Sites
See #7 – p. 5)
Use BMP
Yes No (If no, state reason)
Additional BMPs Selected
Hillside (20%> slope) or Direct
Discharge to Conejo or Calleguas
Creeks or Revolon Slough/Beardsley
Wash
If applicable, apply Condition #7 on p.5 of this
document and identify QSP/D or CPESC
below:

CPESC/QSD/P: ________________
Cert#_________________
EC-11 Building Repair & Construction
(Industrial handbook)

Page 10 of 12 ends

Certification
Contractor
As the Contractor of record, I have selected appropriate BMPs to effectively minimize the negative impacts of this project’s construction activities on stormwater quality. The project owner is aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness.

The BMPs not selected for implementation are redundant or deemed not applicable to the proposed construction activity.

Name: Title:

Signature: Date:

City Responsible Party:

I certify that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is true, accurate, and complete. I am aware that submitting false and/or inaccurate information, failing to update the SWPCP to reflect current conditions, or failing to properly and/or adequately implement the SWPCP may result in revocation of grading and/or other permits or other sanctions provided by law.

Name: Title:

Signature: Date:

REVIEWED BY CITY STORMWATER PROGRAM MANAGER:
_____________________________________ Date: ________________________________ City Stormwater Program Manager
Acceptance or approval of this Stormwater Pollution Control Plan in no way precludes the authority of the agency to require modification to the plan as conditions warrant nor does the agency take responsibility for performance of BMPs provided for in the plan.

Page 11 of 12 ends

Attachment 1 to SWPCP
Construction Site Inspection Checklist
Contractor shall complete this checklist and keep a copy with the SWPCP and provide a copy to the city within one business day of inspection. Inspections shall be conducted a minimum of:
• Monthly during nonrainy season (April 16 through September 30) • Weekly during rainy season (Oct. 1 through April 15)
• Before, during and after a significant rain event (.25” or greater). • No work shall be completed during a rain event of .25” or greater or if flow into or within the storm drain inlet is present.

DATE OF INSPECTION: _________________________
Project Name: ___________________________Contractor:_______________________ Weather Conditions during inspection: ___________________________________________ Item
Compliance
Accomplished

YES NO N/A
Date Completed
1 Is the storm drain, street, curb & gutter and sidewalk cleaned at end of the day at locations where work
was performed? And debris properly disposed of.
2 Is equipment/vehicles parked in designated areas and
free from significant leaks? Are drip pans present as
needed?
3 Are all materials stored in bins or covered and
protected from storm water?
4 Is construction waste being disposed of in proper
trash containers?
5 Are catch basins, drainage channels, drain
inlets/outlets being protected as needed?
6 When cleaning catch basin inlets, was drain outlet pipe plugged to prevent wash water from enter storm drain
pipe?
7 Has debris from catch basin inlets been properly removed without discharge to outlet pipe or public right-of-way and taken in secure leak proof and/or covered container to
stormwater drying bed at Camarillo Sanitary Plant without spillage?
8 After installation of trash device, have all materials, waste, debris been removed from the job site and area left clean? Comments:_____________________________________________________________________ I certify under penalty of law that this inspection is true, and I or a qualified assigned person has performed the required inspection as stated in the SWPCP.
__________________________________ ___________________________________ Inspector Signature Contractor Signature
Copy to: City Stormwater Program Manager

Page 12 of 12 ends

Attachment 2 to SWPCP
Trained Contractor Personnel Log
Employees and subcontractors must be trained on the SWPCP prior to start of construction and annually thereafter. Contractor shall keep original training logs in the SWPCP and forward a copy to the City of Camarillo Stormwater Program Manager.

Stormwater Management Training Log
Project Name:

Project Number/Location:

Stormwater Management Topic: (check as appropriate)
 Vehicle/Equipment Maintenance  Illicit Discharge Prevention & Reporting  Graffiti Abatement  Good Housekeeping and Building Maintenance  Pavement Marking and Painting  Storm Drain & Ditch Maintenance  Asphalt Use  Landscape Maintenance
 Concrete Use  Spill Prevention & Cleanup
 Pest & Fertilizer Management &
Integrated Pest Management  Safety Concerns During Storm Drain & Stormwater Treatment Device Cleaning
Specific Training Objective:

Location: Date:

Instructor: Telephone:

Attendee Roster (attach additional forms if necessary)
Name Company Phone
COMMENTS:
_______________________________________________________________________________________ _______________________________________________________________________________________ Project No. SD-5032-1

APPENDIX E - PREVAILING WAGE RATES
E-1. Download at: https://www.dir.ca.gov/oprl/DPreWageDetermination.htm Project No. SD-5032-1

APPENDIX F - RIGHT OF WAY

NOT USED
Project No. SD-5032-1

APPENDIX G - STORM DRAIN INLET INFORMATION
G-1. Storm Drain Inlet Table – Atlas Information
Appendix G - 1. STORM DRAIN INLET TABLE - ATLAS INFORMATION Atlas Map CB Atlas # Street Nearest Cross Street Latitude Longitude Subwatershed H W L Lid Type SD Inlet LENGTH
SD Inlet
HEIGHT1 City DWG NO.

SD Inlet Pipe Size
(Contractor to
verify)
SD Outlet Pipe Size
(Down Stream SideContractor to Verify for
Design)
Inspection Notes
Repair Required - Contractor to Schedule
Site Meeting with City Prior to Making
Repairs
B-11 101R Central Ave. Del Norte Rd. W119° 6' 16.977" N34° 13' 30.660" Revolon Slough/ Beardsley Wash 2.1 3 3.2 G 3' 26" VC-49907 18" Drop Inlet SD w/ Grate Plate (No Curb Inlet) B-11 102R Central Ave. Del Norte Rd. W119° 6' 14.448" N34° 13' 28.929" Revolon Slough/ Beardsley Wash 2 3.4 3.2 G 3' 24" VC-49907 18" 18" Drop Inlet SD w/ Grate Plate (No Curb Inlet) B-11 107R Del Norte Rd. Del Norte Rd. W119° 6' 15.827" N34° 13' 21.119" Revolon Slough/ Beardsley Wash 3.5 3 3 M 3' 8" VC-49909 18" 30" Catch Basin - Curb Opening B-11 109R Del Norte Rd. Del Norte Rd. W119° 6' 15.453" N34° 13' 20.756" Revolon Slough/ Beardsley Wash 2.4 6.6 2 G 6.83 18" VC-49909 18" Drop SD w/ 2 Grate Plates (No Curb Inlet) B-11 111R Del Norte Rd. Dead End W119° 6' 29.291" N34° 13' 20.120" Revolon Slough/ Beardsley Wash 3 4 3.1 M 3' 8" C-4141A 24" 24" Catch Basin - Curb Opening Patch/Concrete Repair (Sika) C-12 101R Ventura Blvd., W. Verdulera St. W119° 5' 23.083" N34° 13' 8.543" Revolon Slough/ Beardsley Wash Standpipe C-13639 42" Standpipe - approx dia. 40" - Fully Open Standpipe Lid C-12 102R Ventura Blvd., W. Verdulera St. W119° 5' 23.091" N34° 13' 5.321" Revolon Slough/ Beardsley Wash Standpipe C-13639 42" Standpipe - approx dia. 40" - Fully Open Standpipe Lid C-12 103R Verdulera St. Wood Rd., S. W119° 5' 38.460" N34° 13' 1.083" Revolon Slough/ Beardsley Wash 3 3.2 2.5 G 3.33 26" C-211 18" Drop Inlet - Grate (End of Alley - Al Way) C-12 104R Verdulera St. Wood Rd., S. W119° 5' 39.087" N34° 13' 0.968" Revolon Slough/ Beardsley Wash 2 G 10.33 7" C-211 18" 48"x21" Catch Basin - Curb Inlet - Grate Access and Inlet - Combo C-12 106R Verdulera St. Wood Rd., S. W119° 5' 39.085" N34° 13' 0.479" Revolon Slough/ Beardsley Wash 2 G 10.33 7" C-211 48"x21" 48"x48" Catch Basin - Curb Inlet - Grate Access and Inlet - Combo C-12 107R Verdulera St. Ventura Blvd., W. W119° 5' 23.177" N34° 12' 57.467" Revolon Slough/ Beardsley Wash Standpipe C-13639 42"
Standpipe - approx dia. 40" - Fully
Open Standpipe Lid - Located at the
NE corner of the Intersection in the
field.

C-12 108R Verdulera St. Ventura Blvd., W. W119° 5' 23.423" N34° 12' 57.209" Revolon Slough/ Beardsley Wash Standpipe C-13639 24"
Standpipe - approx dia. 40" - Fully
Open Standpipe Lid - Located South
of the Intersection behind the gate
near the Airport Fence
C-12 114R Ventura Blvd., W. Ventura Blvd., W. W119° 5' 22.250" N34° 13' 1.649" Revolon Slough/ Beardsley Wash Standpipe C-14678 42" Standpipe - approx dia. 40" C-12 115R Ventura Blvd., W. Ventura Blvd., W. W119° 5' 22.458" N34° 13' 1.075" Revolon Slough/ Beardsley Wash 3.3 3.6 4 M 3.50 9" C-14678 18 Catch Basin - Curb Opening C-12 116R Ventura Blvd., W. Ventura Blvd., W. W119° 5' 22.467" N34° 13' 0.202" Revolon Slough/ Beardsley Wash 4.1 3.7 4 M 3.50 9" C-14678 18 Catch Basin - Curb Opening C-12 119R Ventura Blvd., W. Ventura Blvd., W. W119° 5' 23.751" N34° 13' 5.403" Revolon Slough/ Beardsley Wash 3.1 M 7.00 9" C-14217 18 Catch Basin - Curb Opening C-12 122R Ventura Blvd., W. Verdulera St. W119° 5' 23.735" N34° 13' 1.421" Revolon Slough/ Beardsley Wash 3.6 7 3.6 M 7.00 9" C-14217 18 Catch Basin - Curb Opening C-12 123R Verdulera St. Ventura Blvd., W. W119° 5' 28.737" N34° 13' 1.123" Revolon Slough/ Beardsley Wash 4.5 3.4 10.5 M 10.50 9" C-14216 18 Catch Basin - Curb Opening C-12 124R Verdulera St. Aviador St. W119° 5' 31.018" N34° 13' 0.993" Revolon Slough/ Beardsley Wash 3.5 3.5 7 M 7.00 9" C-14216 18 18" Catch Basin - Curb Opening Metal MH lid. Contractor to Purchase and
Replace Lid. "Stormdrain" SD or no label.

C-12 125R Verdulera St. Aviador St. W119° 5' 30.988" N34° 13' 0.309" Revolon Slough/ Beardsley Wash 4.1 3.5 7 M 7.00 9" C-14216 18 18 Catch Basin - Curb Opening C-9 108R Calle Tierra Vista Avenida De Aprisa W119° 5' 21.473" N34° 13' 54.302" Revolon Slough/ Beardsley Wash 3 2 M 10.00 7" C-6719 24" Catch Basin - Curb Opening D-12 106R Springville Rd. Ventura Blvd., W. W119° 5' 5.187" N34° 12' 58.576" Revolon Slough/ Beardsley Wash 3.8 3.2 3.5 M 3.50 9" C-14650 18 Catch Basin - Curb Opening D-12 107R Springville Rd. Ventura Blvd., W. W119° 5' 6.260" N34° 12' 58.450" Revolon Slough/ Beardsley Wash 3.9 3.3 3.5 M 3.50 9" C-14650 18 Catch Basin - Curb Opening D-12 109R Ventura Blvd., W. Ventura Blvd., W. W119° 5' 2.595" N34° 12' 57.955" Revolon Slough/ Beardsley Wash 3.2 3.2 3 M 3.50 9" C-14651 18 Catch Basin - Curb Opening D-12 111R Ventura Blvd., W. Ventura Blvd., W. W119° 5' 13.271" N34° 12' 58.904" Revolon Slough/ Beardsley Wash 3.5 3.5 3.5 M 3.50 9" C-14678 18" Catch Basin - Curb Opening D-12 112R Ventura Blvd., W. Ventura Blvd., W. W119° 5' 13.780" N34° 12' 58.013" Revolon Slough/ Beardsley Wash 3.8 3.5 3.5 M 3.50 9" C-14678 18" Catch Basin - Curb Opening D-12 113R Ventura Blvd., W. Ventura Blvd., W. W119° 5' 2.500" N34° 12' 57.016" Revolon Slough/ Beardsley Wash 3.2 3.4 3.3 M 3.50 9" C-14651 18 Catch Basin - Curb Opening E-10 104R Bradford Ave. Camino Esplendido W119° 4' 14.794" N34° 13' 44.727" Revolon Slough/ Beardsley Wash 3 3 9 G 10.33 26" C-11755 24" Catch Basin - Grate (No Curb Inlet) E-10 106R Bradford Ave. Earl Joseph Dr. W119° 4' 14.405" N34° 13' 43.639" Revolon Slough/ Beardsley Wash 3.6 4.6 6.6 G 13.67 7" C-11755 24" Catch Basin - Grate (No Curb Inlet) Appendix G-1 1
Appendix G - 1. STORM DRAIN INLET TABLE - ATLAS INFORMATION Atlas Map CB Atlas # Street Nearest Cross Street Latitude Longitude Subwatershed H W L Lid Type SD Inlet LENGTH
SD Inlet
HEIGHT1 City DWG NO.

SD Inlet Pipe Size
(Contractor to
verify)
SD Outlet Pipe Size
(Down Stream SideContractor to Verify for
Design)
Inspection Notes
Repair Required - Contractor to Schedule
Site Meeting with City Prior to Making
Repairs
E-10 108R Bradford Ave. Earl Joseph Dr. W119° 4' 13.798" N34° 13' 43.302" Revolon Slough/ Beardsley Wash 2.9 2.1 9 G 6.83 7" C-11755 18" Catch Basin - Grate (No Curb Inlet) E-10 109R Calle Vista Dead End W119° 4' 23.958" N34° 13' 41.599" Revolon Slough/ Beardsley Wash 3.5 3.5 3.5 DP 3.50 5" VC-48023 18" Catch Basin - Curb Opening - Steel Plate Access Top E-10 118R Earl Joseph Dr. Greenlawn Ave. W119° 4' 30.390" N34° 13' 32.968" Revolon Slough/ Beardsley Wash 3 3 7 M 6.83 8" C-4996 18" Catch Basin - Curb Opening E-11 112R Spanish Moss Pl. Dead End W119° 4' 16.955" N34° 13' 26.982" Revolon Slough/ Beardsley Wash 3 M 12.00 9" C-497A 36" Catcch Basin - On curved radius - Curb Opening E-11 115R Earl Joseph Dr. (205) Ponderosa Dr., W. W119° 4' 39.242" N34° 13' 25.536" Revolon Slough/ Beardsley Wash 3 3 3.5 M 3.00 8" C-4995 18" 18" Catch Basin - Curb Opening E-11 117R Earl Joseph Dr. (275) Ponderosa Dr., W. W119° 4' 38.878" N34° 13' 25.140" Revolon Slough/ Beardsley Wash 3.1 3 M 3.00 8" C-4995 18" Catch Basin - Curb Opening E-11 125R Spring Oak Rd. Stonegate Rd. Revolon Slough/
Beardsley Wash M 7.00 8" C-15575 18" Catch Basin - Curb Opening F-12 124R Rosewood Ave. Daily Dr. W119° 3' 37.891" N34° 13' 9.181" Revolon Slough/ Beardsley Wash 3.3 3 14 M 14.00 8" C-2541 18" Catch Basin - Curb Opening F-12 135R Ventura Blvd. Factory Stores Dr. W119° 3' 36.227" N34° 13' 5.536" Revolon Slough/ Beardsley Wash 10 M 14.00 8" C-5163 24" Catch Basin - Curb Opening Patch/Concrete Repair (Sika). Repair cracked
concrete along frame, Curb Top, and curb face.

F-12 153R Ventura Blvd. Las Posas Rd. W119° 3' 59.037" N34° 13' 0.332" Revolon Slough/ Beardsley Wash M 3.33 8" C-11498 24" Catch Basin - Curb Opening F-12 159R Ventura Blvd. Las Posas Rd. W119° 4' 1.081" N34° 12' 59.080" Revolon Slough/ Beardsley Wash M 6'+ C-9899 36" 36" Catch Basin - Curb Opening F-12 167R Las Posas Rd. Ventura Blvd. W119° 4' 6.655" N34° 12' 57.736" Revolon Slough/ Beardsley Wash M 7' C-9899 12" Catch Basin - Curb Opening F-9 115R Las Posas Rd. Avenida Del Manzano W119° 3' 35.132" N34° 13' 52.394" Revolon Slough/ Beardsley Wash 8 3 3.6 M 6.00 9" C-691 30" 30" Catch Basin - Curb Opening Patch/Concrete Repair (Sika). Repair cracked
concrete along frame, Curb Top, and curb face.

G-11 111R Carmen Dr. Ponderosa Dr. W119° 2' 59.528" N34° 13' 22.793" Revolon Slough/ Beardsley Wash 3 3 4 DP 3.00 9" VC-40788 18" 27" Catch Basin - Curb Openinng and 42"x24" grates in fornt - Combo G-11 112R Carmen Dr. Ponderosa Dr. W119° 2' 58.801" N34° 13' 22.795" Revolon Slough/ Beardsley Wash 3 4.8 3.5 DP 3.00 9" VC-40788 27" Catch Basin - Curb Openinng and 42"x24" grates in fornt - Combo G-11 113R Carmen Dr. Ponderosa Dr. W119° 2' 59.699" N34° 13' 22.375" Revolon Slough/ Beardsley Wash 3.5 3 3 M 3.00 9" C-1444 18"
Catch Basin - Curb Opening - Not
labeled on CB Map G-11 - Located
just south of CB 111.

Patch/Concrete Repair (Sika). Repair cracked
concrete along frame, Curb Top, and curb face.

G-11 114R Lantana St., N. Paseo Camarillo W119° 3' 15.221" N34° 13' 20.013" Revolon Slough/ Beardsley Wash 4.5 3 3 M 3.00 9" C-1864 18" Catch Basin - Curb Opening G-11 115R Lantana St., N. Paseo Camarillo W119° 3' 14.694" N34° 13' 19.989" Revolon Slough/ Beardsley Wash 5 3 3 M 3.00 9" C-1864 18" 24" Catch Basin - Curb Opening G-11 117R Carmen Dr. Paseo Camarillo W119° 2' 58.720" N34° 13' 19.105" Revolon Slough/ Beardsley Wash 2.5 3 7 M 7.00 9" C-7827 18" Catch Basin - Curb Opening G-11 118R Paseo Camarillo Lantana St. W119° 3' 6.622" N34° 13' 15.674" Revolon Slough/ Beardsley Wash 7 3 M 3.00 9" VC-51240 18" Catch Basin - Curb Opening G-11 122R Paseo Camarillo Lantana St. W119° 3' 27.310" N34° 13' 14.806" Revolon Slough/ Beardsley Wash 3.5 3 M 3.00 9" C-4932A 18" Catch Basin - Curb Opening G-11 123R Carmen Dr. Paseo Camarillo W119° 2' 58.711" N34° 13' 14.836" Revolon Slough/ Beardsley Wash 4 12 M 3.83 9" C-7827 24" Catch Basin - Curb Opening G-11 135R 601 Carmen Dr. Paseo Camarillo Revolon Slough/ Beardsley Wash 3 3 3.5 DP 3.50 4" CH-grading-drainage 12" Catch Basin - Curb Opening - Steel Plate Access Top G-11 136R 601 Carmen Dr. Paseo Camarillo Revolon Slough/ Beardsley Wash 3 3 3.5 DP 3.50 4" CH-grading-drainage 12" Catch Basin - Curb Opening - Steel Plate Access Top G-11 137R 601 Carmen Dr. Paseo Camarillo Revolon Slough/ Beardsley Wash 4 3 3.5 DP 3.50 4" CH-grading-drainage 12" Catch Basin - Curb Opening - Steel Plate Access Top G-11 138R 601 Carmen Dr. Paseo Camarillo Revolon Slough/ Beardsley Wash 3 3 3.5 DP 3.50 4" CH-grading-drainage 12" Catch Basin - Curb Opening - Steel Plate Access Top G-11 139R 601 Carmen Dr. Paseo Camarillo Revolon Slough/ Beardsley Wash 3 3 3.5 DP 3.50 4" CH-grading-drainage 12" Catch Basin - Curb Opening - Steel Plate Access Top G-11 140R 601 Carmen Dr. Paseo Camarillo Revolon Slough/ Beardsley Wash 4 3 3.5 DP 3.50 4" C-7447 12" Catch Basin - Curb Opening - Steel Plate Access Top Appendix G-1 2
Appendix G - 1. STORM DRAIN INLET TABLE - ATLAS INFORMATION Atlas Map CB Atlas # Street Nearest Cross Street Latitude Longitude Subwatershed H W L Lid Type SD Inlet LENGTH
SD Inlet
HEIGHT1 City DWG NO.

SD Inlet Pipe Size
(Contractor to
verify)
SD Outlet Pipe Size
(Down Stream SideContractor to Verify for
Design)
Inspection Notes
Repair Required - Contractor to Schedule
Site Meeting with City Prior to Making
Repairs
G-11 141R 601 Carmen Dr. Paseo Camarillo Revolon Slough/ Beardsley Wash 3 3 3.5 DP 3.50 4" C-7447 12" Catch Basin - Curb Opening - Steel Plate Access Top G-11 142R 601 Carmen Dr. Paseo Camarillo Revolon Slough/ Beardsley Wash 3.5 3 3.5 DP 3.50 4" C-7447 12" Catch Basin - Curb Opening - Steel Plate Access Top G-12 106R Lantana St. E. Daily Dr. W119° 3' 14.314" N34° 13' 7.002" Revolon Slough/ Beardsley Wash 4.4 M 3.00 9" C-2870 18" Catch Basin - Curb Opening G-12 148R Carmen Dr. Ventura Blvd. W119° 2' 57.853" N34° 12' 57.140" Revolon Slough/ Beardsley Wash 2.5 3.5 14 M 7.00 8" C-10254 18" Catch Basin - Curb Opening H-10 104R Mobil Ave. Dexter St. W119° 2' 30.916" N34° 13' 36.148" Revolon Slough/ Beardsley Wash 4.5 4 14 M 14.00 9" C-2149 30" 42" Catch Basin - Curb Opening H-10 105R Mobil Ave. Dexter St. W119° 2' 30.438" N34° 13' 36.149" Revolon Slough/ Beardsley Wash 4 3 14 M 14.00 9" C-2149 30" Catch Basin - Curb Opening H-11 100R Chandler St. Mobile Ave. W119° 2' 29.978" N34° 13' 32.068" Revolon Slough/ Beardsley Wash 3.5 3 14 M 14.00 9" C-2149 24" 30" Catch Basin - Curb Opening H-11 101R Mobil Ave. Chandler St. W119° 2' 30.923" N34° 13' 32.045" Revolon Slough/ Beardsley Wash 5 3.5 2.5 M 3.50 8" C-2149 30" 42" Catch Basin - Curb Opening H-11 102R Chandler St. Mobil Ave. W119° 2' 29.973" N34° 13' 31.653" Revolon Slough/ Beardsley Wash 3.2 3 14 M 14.00 7" C-2149 24" Catch Basin - Curb Opening H-11 115R Brently Ave. Chapala Dr. W119° 2' 48.789" N34° 13' 21.729" Revolon Slough/ Beardsley Wash 5.5 9 17 M 14.00 9" C-831 42" 54" Catch Basin - Curb Opening H-11 118R Pickwick Dr. Mobil Ave. W119° 2' 30.125" N34° 13' 19.911" Revolon Slough/ Beardsley Wash 4.5 3 9 M 9.00 6" C-2746C 24" Catch Basin - Curb Opening H-12 106R Ventura Bl. Colonia Pl. W119° 2' 42.129" N34° 13' 2.055" Revolon Slough/ Beardsley Wash 3.8 1.5 3.5 DP 3.50 7" C-10969 18" 18"
Median CB with Metal Top bolted into
concrete - 18"x42" steel grate - Not
Standard
Remove and Replace Damaged Steel Plate Lid
and Missing Steel Cross member at Curb
Opening with new. Patch Concrete curb and CB
opening. Install New Face Diverter and Install
Full Capture Trash CPS inside CB.

H-12 108R Ventura Bl. Colonia Pl. W119° 2' 40.491" N34° 13' 1.843" Revolon Slough/ Beardsley Wash 6 5 3 M 3.00 7" C-10969 18" 18" Catch Basin - Curb Opening H-12 110R Ventura Bl. Cedar Dr. W119° 2' 39.210" N34° 13' 1.704" Revolon Slough/ Beardsley Wash 6 4.8 3 M 3.00 7" C-10969 18" 18" Catch Basin - Curb Opening H-12 111R Colonia Pl. Ventura Blvd. W119° 2' 43.697" N34° 13' 1.513" Revolon Slough/ Beardsley Wash 4 4.8 3 M 3.00 7" C-10969 18" Catch Basin - Curb Opening H-12 112R Colonia Pl. Ventura Blvd. W119° 2' 43.152" N34° 13' 1.450" Revolon Slough/ Beardsley Wash 4.5 4.8 3 M 3.00 7" C-10969 18" 18" Catch Basin - Curb Opening H-12 114R Ventura Bl. Cedar Dr. W119° 2' 36.835" N34° 13' 1.448" Revolon Slough/ Beardsley Wash 6 5 3 M 3.00 7" C-10969 18" Catch Basin - Curb Opening H-12 115R Ventura Bl. Cedar Dr. W119° 2' 34.618" N34° 13' 1.233" Revolon Slough/ Beardsley Wash 6 1.5 3.5 DP 3.50 8" C-10969 999" 18"
Median CB with Metal Top bolted into
concrete - 18"x42" steel grate - Not
Standard
Remove and Reset Steel Plate Lid and Steel
Cross member. Patch Concrete curb and CB
opening. Install New Face Diverter and Install
Full Capture Trash CPS inside CB.

H-12 117R Ventura Bl. Oak St. W119° 2' 32.102" N34° 13' 0.935" Revolon Slough/ Beardsley Wash 9 3.3 4.5 M 3.00 7" C-10969 18" 18" Catch Basin - Curb Opening H-12 118R Ventura Bl. Oak St. W119° 2' 31.414" N34° 13' 0.887" Revolon Slough/ Beardsley Wash 9 1.2 3.4 DP 3.50 8" C-10969 18" 18"
Median CB with Metal Top bolted into
concrete - 18"x42" steel grate - Not
Standard
Remove and Reset Steel Plate Lid and Steel
Cross member. Patch Concrete curb and CB
opening. Install New Face Diverter and Install
Full Capture Trash Trash Device inside CB.

H-12 123R Ventura Bl. Fir St. W119° 2' 27.733" N34° 13' 0.384" Revolon Slough/ Beardsley Wash 4.5 1.5 3.5 DP 3.50 4.50 C-10970 18"
Median CB with Metal Top bolted into
concrete - 18"x42" steel grate - Not
Standard
Remove and Replace Damaged Steel Plate Lid
and Missing Steel Cross member at Curb
Opening with new. Patch Concrete curb and CB
opening. Install New Face Diverter and Install
Full Capture Trash CPS inside CB.

H-12 125R Oak St. Ventura Blvd. W119° 2' 31.702" N34° 13' 0.236" Revolon Slough/ Beardsley Wash 5.5 4.5 7 M 6.00 8" C-10969 18" Catch Basin - Curb Opening H-9 100R West Loop Dr. Las Posas Rd. W119° 2' 26.972" N34° 14' 11.079" Revolon Slough/ Beardsley Wash 3.5 3 2.1 DP 21.00 8" C-3597 21" Catch Basin - Curb Opening - Steel Plate Access Top Patch/Concrete Repair (Sika). Repair cracked
concrete along frame, Curb Top, and curb face.

Appendix G-1 3
Appendix G - 1. STORM DRAIN INLET TABLE - ATLAS INFORMATION Atlas Map CB Atlas # Street Nearest Cross Street Latitude Longitude Subwatershed H W L Lid Type SD Inlet LENGTH
SD Inlet
HEIGHT1 City DWG NO.

SD Inlet Pipe Size
(Contractor to
verify)
SD Outlet Pipe Size
(Down Stream SideContractor to Verify for
Design)
Inspection Notes
Repair Required - Contractor to Schedule
Site Meeting with City Prior to Making
Repairs
H-9 101R West Loop Dr. Las Posas Rd. W119° 2' 26.335" N34° 14' 10.682" Revolon Slough/ Beardsley Wash 4 3 2.1 DP 21.00 8" C-3597 24" 27" Catch Basin - Curb Opening - Steel Plate Access Top Patch/Concrete Repair (Sika). Repair cracked
concrete along frame, Curb Top, and curb face.

H-9 102R West Loop Dr. Las Posas Rd. W119° 2' 26.793" N34° 14' 10.573" Revolon Slough/ Beardsley Wash 3.8 3.2 9 DP 9.00 8" C-3597 21" 24" Catch Basin - Curb Opening - Steel Plate Access Top H-9 103R Las Posas Rd. West Loop Dr. W119° 2' 25.380" N34° 14' 9.820" Revolon Slough/ Beardsley Wash 2.7 2 6 M 6.00 8.00 C-3597 27" 24"x72" Catch Basin - Curb Opening I-10 124R Temple Ave. Ponderosa Dr. W119° 1' 47.909" N34° 13' 44.973" Revolon Slough/ Beardsley Wash 4 3 7 M 7.00 8" C-2247 18" Catch Basin - Curb Opening I-11 107R Ponderosa Dr. Fulton St. W119° 2' 7.848" N34° 13' 26.763" Revolon Slough/ Beardsley Wash 4.5 M 14.00 8" C-2901A 24" Catch Basin - Curb Opening I-11 113R Fulton St. Ponderosa Dr. W119° 2' 8.691" N34° 13' 25.020" Revolon Slough/ Beardsley Wash 3.5 3 4.5 M 4.00 8" C-2901 18" Catch Basin - Curb Opening I-11 120R Arneill Rd. Pickwick Dr. W119° 2' 16.600" N34° 13' 19.500" Revolon Slough/ Beardsley Wash 3 2 4 19.00 9" VC-43433 72"x18"
CB must be replaced prior to New
CPS Unit Installation - Only
Installation of CPS is part of this
Project
I-12 111C Daily Dr. Lomita St. W119° 2' 1.399" N34° 13' 4.506" Calleguas 3 M 3.50 12" Cal-Trans Lewis D-4 24" Catch Basin - Curb Opening J-11 101C Flynn Rd. Via Pescador W119° 1' 12.695" N34° 13' 31.209" Calleguas 7 M 14.00 8" C-3119 24" Catch Basin - Curb Opening J-11 102C Via Alondra Maya Linda W119° 1' 25.916" N34° 13' 27.628" Calleguas 4.2 M 13.00 9" C-3123 30" Catch Basin - Curb Opening Patch/Concrete Repair (Sika). Repair cracked
concrete along frame, Curb top, and curb face.

Patch all structural cracking inside of Catch
Basin prior to installing full capture CPS.

J-11 103C Via Alondra Maya Linda W119° 1' 25.450" N34° 13' 27.238" Calleguas 4 M 13.00 9" C-3123 30" Catch Basin - Curb Opening Patch/Concrete Repair (Sika). Repair cracked
concrete along frame, Curb top, and curb face.

Patch all structural cracking inside of Catch
Basin prior to installing full capture CPS.

J-11 104C Flynn Rd. Maya Linda W119° 1' 18.292" N34° 13' 25.486" Calleguas 7 M 12.00 8" C-3118 24" 36" Catch Basin - Curb Opening J-11 106C Via Alondra Corte Malpaso W119° 1' 28.348" N34° 13' 22.532" Calleguas 5.47 M 10.00 8" C-4404 24" 24" Catch Basin - Curb Opening Patch/Concrete Repair (Sika). Cracking on top.

J-11 108C Via Alondra Corte Malpaso W119° 1' 28.359" N34° 13' 21.848" Calleguas 5.26 M 10.00 8" C-4404 24" 30" Catch Basin - Curb Opening Patch/Concrete Repair (Sika). Repair cracked
concrete along top and curb face. Patch all
structural cracking inside of Catch Basin prior to
installing full capture CPS.

J-11 109C Via Alondra Corte Malpaso W119° 1' 27.684" N34° 13' 21.844" Calleguas 5.47 M 7.00 8" C-4404 30" 36" Catch Basin - Curb Opening J-11 114C Calle Tecate Corte Malpaso W119° 1' 27.143" N34° 13' 17.590" Calleguas 3.66 M 7.00 8" C-4404 18" Catch Basin - Curb Opening J-11 118C Calle Tecate Via Alondra W119° 1' 27.612" N34° 13' 17.067" Calleguas M 3.00 8" C-4404 24" 24" Catch Basin - Curb Opening J-11 124C Flynn Rd. Calle Tecate W119° 1' 17.915" N34° 13' 15.893" Calleguas 3.87 M 15.00 8" C-4595 18" 18" Catch Basin - Curb Opening J-12 100C Flynn Rd. Calle Tecate W119° 1' 18.023" N34° 13' 13.228" Calleguas 5 DP 16.00 8" C-4257 18" City to Locate CB for Contractor J-12 123C Flynn Rd. Mission Oaks Blvd. W119° 1' 16.267" N34° 13' 2.219" Calleguas 1.7 DP 7.00 8" C-9134 24" Catch Basin - Curb Opening - Steel Plate Access Top
J-12 124C Flynn Rd. Mission Oaks Blvd. W119° 1' 17.163" N34° 13' 2.190" Calleguas 1.9 DP 7.00 8" C-9138 24" 36" Catch Basin - Curb Opening - Steel Plate Access Top
J-12 125C Mission Oaks Blvd. Flynn Rd. W119° 1' 13.983" N34° 13' 0.454" Calleguas 1.2 M 7.00 8" C-9132 18" Catch Basin - Curb Opening J-12 127C Mission Oaks Blvd. Flynn Rd. W119° 1' 14.087" N34° 12' 59.600" Calleguas 1.2 M 7.00 6" C-9132 18" 18" Catch Basin - Curb Opening J-13 120C Westpark Ct. Village at the Park Dr. W119° 1' 39.727" N34° 12' 42.817" Calleguas 4 M 14.00 9" C-12971 30" 30" Catch Basin - Curb Opening J-13 132C Wickford Pl. Village at the Park Dr. W119° 1' 17.686" N34° 12' 42.444" Calleguas 4 M 3.50 9" C-12977 18" Catch Basin - Curb Opening Appendix G-1 4
Appendix G - 1. STORM DRAIN INLET TABLE - ATLAS INFORMATION Atlas Map CB Atlas # Street Nearest Cross Street Latitude Longitude Subwatershed H W L Lid Type SD Inlet LENGTH
SD Inlet
HEIGHT1 City DWG NO.

SD Inlet Pipe Size
(Contractor to
verify)
SD Outlet Pipe Size
(Down Stream SideContractor to Verify for
Design)
Inspection Notes
Repair Required - Contractor to Schedule
Site Meeting with City Prior to Making
Repairs
J-13 144C Village Commons Blvd. Village at the Park Dr. W119° 1' 26.869" N34° 12' 40.197" Calleguas 4 M 7.00 9" C-12973 18" Catch Basin - Curb Opening J-13 145C Village Commons Blvd. Village at the Park Dr. W119° 1' 27.385" N34° 12' 40.123" Calleguas 4 M 14.00 9" C-12973 18" 30" Catch Basin - Curb Opening J-14 117C Village Commons Blvd. Bridgehampton Wy. W119° 1' 26.518" N34° 12' 32.168" Calleguas 4 M 14.00 9" C-12973 18" Catch Basin - Curb Opening J-14 118C Village Commons Blvd. Bridgehampton Wy. W119° 1' 27.592" N34° 12' 32.146" Calleguas 4 M 14.00 9" C-12973 18" Catch Basin - Curb Opening J-14 122C Spring Park Rd. Bridgehampton Wy. W119° 1' 24.722" N34° 12' 31.408" Calleguas 4 M 3.50 8" C-13361 18" Catch Basin - Curb Opening J-14 123C Bridgehampton Wy. Town Forest Ct. W119° 1' 28.375" N34° 12' 30.940" Calleguas 4 M 7.00 8" C-12826 18" 18" Catch Basin - Curb Opening J-14 126C Bridgehampton Wy. Town Forest Ct. W119° 1' 28.389" N34° 12' 30.504" Calleguas 4 M 7.00 8" C-12826 18" Catch Basin - Curb Opening J-14 130C Village Commons Blvd. Bridgehampton Wy. W119° 1' 26.457" N34° 12' 29.912" Calleguas 4 M 7.00 8" C-12972 18" Catch Basin - Curb Opening J-14 131C Village Commons Blvd. Bridgehampton Wy. W119° 1' 27.550" N34° 12' 29.898" Calleguas 4 M 7.00 8" C-12972 18" Catch Basin - Curb Opening J-14 143C Spring Park Rd. Bridgehampton Wy. W119° 1' 24.736" N34° 12' 26.673" Calleguas 4 M 7.00 8" C-14393 18" Catch Basin - Curb Opening J-14 152C Spring Park Rd. Village Commons Blvd. W119° 1' 24.751" N34° 12' 23.953" Calleguas 4 M 3.50 8" C-14393 18" Catch Basin - Curb Opening J-14 158C Spring Park Rd. Village Commons Blvd. W119° 1' 25.416" N34° 12' 21.355" Calleguas 4 M 3.50 8" C-14393 18" Catch Basin - Curb Opening J-7 101C Antonio Dr. Mar Vista Dr. W119° 1' 14.247" N34° 14' 39.821" Calleguas 2 M 12.00 8" C-2720 18" 27" Catch Basin - Curb Opening J-7 104C Calle Cita Antonio Dr. W119° 1' 23.308" N34° 14' 35.669" Calleguas 3.2 G 4.50 8" C-4116 24"x24" 36" Catch Basin - Curb Opening -
Connected w/grated gutter across the
street from CB-105
Patch/Concrete Repair (Sika). Curb Face and
Grated Gutter inside CB.

J-7 105C Calle Cita Antonio Dr. W119° 1' 23.996" N34° 14' 35.510" Calleguas 3.2 G 4.50 8" C-4116 12" 24"x24" Catch Basin - Curb Opening -
Connected w/grated gutter across the
street from CB-104
Patch/Concrete Repair (Sika). Curb Face and
Grated Gutter inside CB.

J-7 114C Mar Vista Dr. Antonio Dr. W119° 1' 10.446" N34° 14' 33.531" Calleguas 3 M 12.00 8" C-2719 24" Catch Basin - Curb Opening J-7 115C Mar Vista Dr. Antonio Dr. W119° 1' 10.626" N34° 14' 33.155" Calleguas 3 M 12.00 8" C-2719 24" 24" Catch Basin - Curb Opening J-8 114C Las Posas Rd. Ponderosa Dr. W119° 1' 10.544" N34° 14' 27.862" Calleguas 3 M 14.00 9" C-2718 24" Catch Basin - Curb Opening J-8 117C Ponderosa Dr., N. Las Posas Rd. W119° 1' 16.846" N34° 14' 26.708" Calleguas 3 M 14.00 9" C-2718 27" Catch Basin - Curb Opening Patch/Concrete Repair (Sika). Concrete
crasking on top.

K-10 110C Flynn Rd. Calle Tesoro W119° 0' 51.722" N34° 13' 51.913" Calleguas 4 M 25.00 8" C-13905 18" Catch Basin - Curb Opening K-10 119C Flynn Rd. Adolfo Rd. W119° 0' 53.269" N34° 13' 50.270" Calleguas 4 G C-13905 18" Drop Inlet SD w/ Grate Plate (No Curb Inlet)
K-10 120C Flynn Rd. Adolfo Rd. W119° 0' 53.641" N34° 13' 49.753" Calleguas 4 M 14.00 8" C-13905 18" Catch Basin - Curb Opening K-10 122C Adolfo Rd. Flynn Rd. W119° 0' 57.903" N34° 13' 46.611" Calleguas 4.5 DP 7.00 8" C-3589 24" Catch Basin - Curb Opening - Steel Plate Access Top
K-10 123C Flynn Rd. Adolfo Rd. W119° 0' 56.574" N34° 13' 45.925" Calleguas 4 M 26.00 8" C-3024 24" Catch Basin - Curb Opening K-10 124C Adolfo Rd. Flynn Rd. W119° 0' 58.426" N34° 13' 45.723" Calleguas 4.5 M 7.00 8" C-14109 24" Catch Basin - Curb Opening K-10 125C Avenida Acaso Calle Suerte W119° 0' 43.915" N34° 13' 40.444" Calleguas 4 M 22.00 8" C-3026 24" Catch Basin - Curb Opening K-10 127C Avenida Acaso Calle Suerte W119° 0' 43.259" N34° 13' 40.072" Calleguas 4 M 25.00 8" C-3026 24" Catch Basin - Curb Opening K-10 128C Calle Suerte Avenida Acaso W119° 0' 47.858" N34° 13' 39.026" Calleguas 4 M 17.00 8" C-3026 18" Catch Basin - Curb Opening Patch/Concrete Repair (Sika). Cracking on top,
face, gutter.

K-10 129C Calle Suerte Avenida Acaso W119° 0' 48.424" N34° 13' 38.776" Calleguas 4 M 22.00 8" C-3026 18" 18" Catch Basin - Curb Opening Appendix G-1 5
Appendix G - 1. STORM DRAIN INLET TABLE - ATLAS INFORMATION Atlas Map CB Atlas # Street Nearest Cross Street Latitude Longitude Subwatershed H W L Lid Type SD Inlet LENGTH
SD Inlet
HEIGHT1 City DWG NO.

SD Inlet Pipe Size
(Contractor to
verify)
SD Outlet Pipe Size
(Down Stream SideContractor to Verify for
Design)
Inspection Notes
Repair Required - Contractor to Schedule
Site Meeting with City Prior to Making
Repairs
K-10 130C Avenida Acaso Adolfo Rd. W119° 0' 53.069" N34° 13' 37.212" Calleguas 6 M 10.00 8" C-3026 18" Catch Basin - Curb Opening K-10 131C Avenida Acaso Adolfo Rd. W119° 0' 53.474" N34° 13' 36.641" Calleguas 4 M 21.00 8" C-3023 18" Catch Basin - Curb Opening K-10 132C Adolfo Rd. Avenida Acaso W119° 0' 54.940" N34° 13' 36.340" Calleguas 4 M 21.00 8" C-3023 30" Catch Basin - Curb Opening Patch/Concrete Repair (Sika). Cracking on top,
face, gutter.

K-11 102C Adolfo Rd. Avenida Acaso W119° 0' 52.377" N34° 13' 31.326" Calleguas 5 M 7.00 8" C-3888 18" Catch Basin - Curb Opening K-11 103C Adolfo Rd. Avenida Acaso W119° 0' 52.920" N34° 13' 30.735" Calleguas 6 M 7.00 8" C-3888 18" 18" Catch Basin - Curb Opening Patch/Concrete Repair (Sika). Cracking on top,
face, gutter.

K-11 117C Calle Tecate Camarillo Ranch Rd. W119° 1' 4.608" N34° 13' 17.620" Calleguas 3 M 7.00 8" C-12340 18" Catch Basin - Curb Opening K-11 119C Calle Tecate Camarillo Ranch Rd. W119° 1' 3.566" N34° 13' 17.624" Calleguas 3 M 7.00 7" C-12340 18" Catch Basin - Curb Opening K-11 123C Calle Tecate Camarillo Ranch Rd. W119° 1' 5.051" N34° 13' 17.045" Calleguas 4 M 7.00 7" C-10193 18" 18" Catch Basin - Curb Opening K-11 124C Calle Tecate Camarillo Ranch Rd. W119° 1' 3.093" N34° 13' 17.040" Calleguas 4 M 7.00 7" C-10193 18" 18" Catch Basin - Curb Opening K-11 138C Avenida Acaso Via Pescador W119° 1' 8.88" N34° 13' 26.070" Calleguas 5 M 16.00 8" C-3992 36 Catch Basin - Curb Opening K-11 139C Avenida Acaso Via Pescador W119° 1' 8.167" N34° 13' 26.151" Calleguas 8 M 10.00 8" C-3992 30 Catch Basin - Curb Opening K-11 140C Via Pescador Avenida Acaso W119° 1' 8.727" N34° 13' 25.043" Calleguas 6 M 17.00 8" C-3992 54 Catch Basin - Curb Opening K-12 106C Camarillo Ranch Rd. Camino Ranchero W119° 1' 4.298" N34° 13' 11.189" Calleguas 4 M 10.00 8" C-10192 18" 24" Catch Basin - Curb Opening K-12 110C Camino Ranchero Camarillo Ranch Rd. W119° 1' 3.081" N34° 13' 10.705" Calleguas 4 M 7.00 8" C-10194 18" 18" Catch Basin - Curb Opening K-12 113C Camino Ranchero Camarillo Ranch Rd. W119° 1' 3.019" N34° 13' 10.117" Calleguas 4 M 7.00 8" C-10194 18" 18" Catch Basin - Curb Opening K-12 143C Mission Oaks Blvd. Rancho Calleguas Dr. W119° 0' 43.243" N34° 13' 2.457" Calleguas 5 M 10.00 8" C-7090 18" Catch Basin - Curb Opening K-12 144C Rancho Calleguas Dr. Mission Oaks Blvd. W119° 0' 44.213" N34° 13' 2.428" Calleguas 5 M 10.00 8" C-7092 18" Catch Basin - Curb Opening K-12 151C Camarillo Ranch Rd. Mission Oaks Blvd. W119° 1' 3.575" N34° 13' 1.109" Calleguas 4 M 10.00 8" C-10196 18" Catch Basin - Curb Opening K-12 152C Camarillo Ranch Rd. Mission Oaks Blvd. W119° 1' 4.277" N34° 13' 0.923" Calleguas 4 M 10.00 8" C-10196 18" Catch Basin - Curb Opening K-12 165C Mission Oaks Blvd. Camarillo Ranch Rd. W119° 0' 59.600" N34° 12' 59.094" Calleguas 4 M 3.50 8" C-8119P 18" Catch Basin - Curb Opening Patch/Concrete Repair (Sika). Cracking on top,
face, gutter.

K-12 166C Mission Oaks Blvd. Camarillo Ranch Rd. W119° 0' 58.587" N34° 12' 59.070" Calleguas 4.5 M 7.00 8" C-10185 24" Catch Basin - Curb Opening K-12 167C Mission Oaks Blvd. Camarillo Ranch Rd. W119° 1' 7.234" N34° 12' 58.345" Calleguas 4 5.91 C-9131 18" CB Not Located.

K-12 168C Mission Oaks Blvd. Camarillo Ranch Rd. W119° 1' 7.891" N34° 12' 58.313" Calleguas 5.9 M 3.50 8" C-8119O 18" Catch Basin - Curb Opening K-12 169C Mission Oaks Blvd. Camarillo Ranch Rd. W119° 0' 58.606" N34° 12' 58.331" Calleguas 4.5 M 7.00 8" C-8119P 24" Catch Basin - Curb Opening K-15 100C Pancho Rd. Calle Carga W119° 0' 39.227" N34° 12' 4.460" Conejo 2 Standpipe 1.67 20" C-3705 30" Standpipe Drop CB - 30" CMP Pipe
with top grate. Openings in side of
CMP. Standpipe located in concrete
swale.

K-15 101C Pancho Rd. Calle Carga W119° 0' 38.572" N34° 12' 4.459" Conejo 4.5 M 10.00 8" C-1568 30" 36" Catch Basin - Curb Opening Put Full Capture Device in this CB. City will
come back and repair Top/Inlet with a future
project.

K-16 100C Calle Quetzal Pancho Rd. W119° 0' 37.420" N34° 11' 48.772" Conejo 3.2 M 6.00 8" C-3704 18" Catch Basin - Curb Opening Appendix G-1 6
Appendix G - 1. STORM DRAIN INLET TABLE - ATLAS INFORMATION Atlas Map CB Atlas # Street Nearest Cross Street Latitude Longitude Subwatershed H W L Lid Type SD Inlet LENGTH
SD Inlet
HEIGHT1 City DWG NO.

SD Inlet Pipe Size
(Contractor to
verify)
SD Outlet Pipe Size
(Down Stream SideContractor to Verify for
Design)
Inspection Notes
Repair Required - Contractor to Schedule
Site Meeting with City Prior to Making
Repairs
K-16 101C Pancho Rd. Calle Quetzal W119° 0' 39.177" N34° 11' 48.733" Conejo 4 Standpipe C-3704 18" Standpipe Drop CB - 30" CMP Pipe
with top grate. Openings in side of
CMP. Standpipe located in concrete
swale.

K-16 102C Pancho Rd. Calle Quetzal W119° 0' 38.597" N34° 11' 47.549" Conejo 4 M 6.00 8" C-3704 18" Catch Basin - Curb Opening K-8 103C Antonio Dr. Las Posas Rd. W119° 1' 0.695" N34° 14' 30.481" Calleguas 1 M 14.00 8" C-13302 18" Catch Basin - Curb Opening K-8 107C Las Posas Rd. Antonio Dr. W119° 1' 5.398" N34° 14' 29.110" Calleguas 2.5 M 14.00 8" C-2719 18" Catch Basin - Curb Opening K-9 125C Flynn Rd. Calle Brisa W119° 0' 43.605" N34° 13' 59.889" Calleguas 4 M 10.00 8" C-11682 18" Catch Basin - Curb Opening K-9 126C Flynn Rd. Calle Brisa W119° 0' 44.463" N34° 13' 59.667" Calleguas 4 M 3.50 8" C-11682 18" Catch Basin - Curb Opening K-9 136C Flynn Rd. Calle Brisa W119° 0' 47.126" N34° 13' 56.338" Calleguas 4 M 10.00 8" C-10592 18" Catch Basin - Curb Opening L-10 125C Via Carranza Corte Vistora W119° 0' 2.386" N34° 13' 45.560" Calleguas 4.5 DP 14.00 5" C-8310 24" Catch Basin - Curb Opening - Steel Plate Access Top
L-10 126C Paseo Del Campo Creekside Rd. W119° 0' 7.102" N34° 13' 45.350" Calleguas 4.3 M 10.00 8" C-7417A 18" Catch Basin - Curb Opening L-10 127C Via Carranza Corte Vistora W119° 0' 2.866" N34° 13' 45.290" Calleguas 4.5 DP 14.00 5" C-8310 24" Catch Basin - Curb Opening - Steel Plate Access Top
L-10 128C Creekside Rd. Paseo Del Campo W119° 0' 7.286" N34° 13' 44.786" Calleguas 6 M 21.00 8" C-7418A 18" Catch Basin - Curb Opening L-10 129C Meadowview Dr. Dead End W119° 0' 4.688" N34° 13' 42.103" Calleguas 3.5 M 7.00 7" C-1052 18" Catch Basin - Curb Opening L-11 103K Alta Colina Dr. Colony Dr. W119° 0' 8.806" N34° 13' 28.051" Conejo 7.5 DP 21.00 8" C-6979 24" Catch Basin - Curb Opening - Steel Plate Access Top
L-11 104K Colony Dr. Alta Colina Dr. W119° 0' 8.249" N34° 13' 27.483" Conejo 5.09 DP 7.00 7" C-6979 18" Catch Basin - Curb Opening - Steel Plate Access Top
L-11 105K Colony Dr. Alta Colina Dr. W119° 0' 9.074" N34° 13' 27.133" Conejo 5.05 DP 3.50 7" C-6979 18" Catch Basin - Curb Opening - Steel Plate Access Top
L-11 108K Colony Dr. Alta Colina Dr. W119° 0' 8.686" N34° 13' 26.764" Conejo 4.7 DP 21.00 8" C-6979 18" 24" Catch Basin - Curb Opening - Steel Plate Access Top
L-11 115K Los Pueblos Dr. Villa Adobe Dr. W119° 0' 4.171" N34° 13' 21.771" Conejo 6 DP 21.00 8" C-6977 24" Catch Basin - Curb Opening - Steel Plate Access Top
L-11 117K Los Pueblos Dr. Villa Adobe Dr. W119° 0' 2.875" N34° 13' 20.973" Conejo 6 DP 21.00 8" C-6977 18" Catch Basin - Curb Opening - Steel Plate Access Top
L-11 118K Los Pueblos Dr. Ladera Vista Dr. W119° 0' 3.215" N34° 13' 20.670" Conejo 5 DP 21.00 8" C-6977 18" Catch Basin - Curb Opening - Steel Plate Access Top
L-11 119K Labera Vista Dr. Los Pueblos Dr. W119° 0' 3.436" N34° 13' 20.176" Conejo 4.5 DP 21.00 8" C-6977 18" Catch Basin - Curb Opening - Steel Plate Access Top
L-11 121K Buenos Tiempos Dr. Ladera Vista Dr. W119° 0' 12.459" N34° 13' 19.319" Conejo 6 DP 21.00 8" C-6978 24" Catch Basin - Curb Opening - Steel Plate Access Top
L-11 122K Los Pueblos Dr. Ladera Vista Dr. W119° 0' 1.105" N34° 13' 19.383" Conejo 5 DP 10.00 8" C-6977 18" Catch Basin - Curb Opening - Steel Plate Access Top
L-11 123K Los Pueblos Dr. Ladera Vista Dr. W119° 0' 1.542" N34° 13' 19.149" Conejo 5 DP 10.00 7" C-6977 18" Catch Basin - Curb Opening - Steel Plate Access Top
L-11 124K Ladera Vista Dr. Buenos Tiempos Dr. W119° 0' 6.601" N34° 13' 18.855" Conejo 5.87 DP 7.00 8" C-6977 18" Catch Basin - Curb Opening - Steel Plate Access Top
L-11 126K Ladera Vista Dr. Buenos Tiempos Dr. W119° 0' 8.533" N34° 13' 18.752" Conejo 4.5 DP 21.00 8" C-6978 18" Catch Basin - Curb Opening - Steel Plate Access Top
L-11 128K Buenos Tiempos Dr. Ladera Vista Dr. W119° 0' 12.486" N34° 13' 18.540" Conejo 5 DP 21.00 8" C-6978 18" Catch Basin - Curb Opening - Steel Plate Access Top
L-11 129K Buenos Tiempos Dr. Ladera Vista Dr. W119° 0' 12.971" N34° 13' 18.478" Conejo 7.25 DP 21.00 8" C-6978 18" Catch Basin - Curb Opening - Steel Plate Access Top
Appendix G-1 7
Appendix G - 1. STORM DRAIN INLET TABLE - ATLAS INFORMATION Atlas Map CB Atlas # Street Nearest Cross Street Latitude Longitude Subwatershed H W L Lid Type SD Inlet LENGTH
SD Inlet
HEIGHT1 City DWG NO.

SD Inlet Pipe Size
(Contractor to
verify)
SD Outlet Pipe Size
(Down Stream SideContractor to Verify for
Design)
Inspection Notes
Repair Required - Contractor to Schedule
Site Meeting with City Prior to Making
Repairs
L-11 131K Mission Oaks Blvd. Hillcrest Dr. W119° 0' 16.600" N34° 13' 18.210" Conejo 3.5 M 14.00 8" C-455 18" Catch Basin - Curb Opening L-11 132K Mission Oaks Blvd. Hillcrest Dr. W119° 0' 15.705" N34° 13' 17.944" Conejo 3 M 14.00 8" C-6980 18" 18" Catch Basin - Curb Opening Patch/Concrete Repair (Sika). Cracking on top.

Fill top to be even with sidewalk (Approx. 1")
L-11 133K Hacienda Dr. Hillcrest Dr. W119° 0' 18.920" N34° 13' 17.909" Conejo 3.5 M 6.00 8" C-1367 18" Catch Basin - Curb Opening L-11 134K Ladera Vista Dr. Buenos Tiempos Dr. W119° 0' 11.686" N34° 13' 17.914" Conejo 5 DP 21.00 8" C-6978 18" Catch Basin - Curb Opening - Steel Plate Access Top
L-11 135K Ladera Vista Dr. Buenos Tiempos Dr. W119° 0' 12.805" N34° 13' 17.889" Conejo 5 DP 21.00 8" C-6978 18" Catch Basin - Curb Opening - Steel Plate Access Top
L-11 136K Hillcrest Dr. Hacienda Dr. W119° 0' 19.434" N34° 13' 17.722" Conejo 3.5 G 10.00 5" C-1367 18" Catch Basin - Curb Openinng and 7'x18" grates in front - Combo
L-11 137K Ladera Vista Dr. Buenos Tiempos Dr. W119° 0' 10.876" N34° 13' 17.697" Conejo 4.95 DP 21.00 8" C-6978 18" Catch Basin - Curb Opening - Steel Plate Access Top
L-11 139K Hillcrest Dr. Hacienda Dr. W119° 0' 19.670" N34° 13' 17.402" Conejo 3.5 G 10.00 5" C-1367 18" Catch Basin - Curb Openinng and 7'x18" grates in front - Combo
L-11 140K Hillcrest Dr. Mission Oaks Blvd. W119° 0' 17.689" N34° 13' 17.054" Conejo 3.5 M 6.00 5" C-1367 18" Catch Basin - Curb Opening L-11 142K Hillcrest Dr. Mission Oaks Blvd. W119° 0' 17.901" N34° 13' 16.678" Conejo 3.5 G 10.00 5" C-1367 18" Catch Basin - Curb Openinng and 7'x18" grates in front - Combo
L-12 101K Santa Rosa Rd. Mariposa Dr. W119° 0' 4.848" N34° 13' 14.216" Conejo 3 DP 7.00 7" C-5128 18" 48"x48" Catch Basin - Curb Opening - Steel Plate Access Top
L-12 109K Adolfo Rd. Mission Oaks Blvd. W119° 0' 20.132" N34° 13' 11.237" Conejo 8.2 DP 7.00 7" VC-45628 30" 30" Catch Basin - Curb Opening - Steel Plate Access Top
L-12 113K Mission Oaks Blvd. Adolfo Rd. W119° 0' 22.690" N34° 13' 10.760" Conejo 4 M 16.00 5" C-3209 24" 30" Catch Basin - Curb Opening L-12 118K Santa Rosa Rd. Adolfo Rd. W119° 0' 15.649" N34° 13' 5.568" Conejo 3.5 M 7.00 7" VC-45629 18" Catch Basin - Curb Opening L-12 121K Adolfo Rd. Camino Ruiz W119° 0' 4.748" N34° 13' 1.362" Conejo 3.66 M 8.00 9" C-933 18" Catch Basin - Curb Opening L-12 127K Adolfo Rd. Los Pueblos Dr. W118° 59' 58.323" N34° 12' 58.384" Conejo 4.75 M 7.00 8" C-13632 27" Catch Basin - Curb Opening L-12 136K Santa Rosa Rd. Verdugo Wy. W119° 0' 19.579" N34° 12' 56.284" Conejo 4.5 DP 7.00 6" VC-45628 18" 24" Catch Basin - Curb Opening - Steel Plate Access Top
Patch/Concrete Repair (Sika). Cracking on top
and face.

L-12 139K Verdugo Wy. Camino Ruiz W119° 0' 8.016" N34° 12' 54.955" Conejo 3.7 M 8.00 8" C-5333 24" Catch Basin - Curb Opening L-12 140K Adolfo Rd. Mission Oaks Blvd. W119° 0' 20.864" N34° 13' 10.411" Conejo M 7.00 7" C-3209 18" Catch Basin - Curb Opening L-13 103K Verdugo Wy. Camino Ruiz W119° 0' 6.344" N34° 12' 54.236" Conejo 3.7 M 5.00 9" C-934B 18" Catch Basin - Curb Opening L-13 105K Verdugo Wy. Camino Ruiz W119° 0' 6.479" N34° 12' 53.832" Conejo 5.3 M 5.00 9" C-934B 24" Catch Basin - Curb Opening L-13 117K Camino Ruiz Next to Fwy W119° 0' 2.212" N34° 12' 43.476" Conejo 4.4 M 7.00 9" C-934E 30" Catch Basin - Curb Opening L-13 118K Camino Ruiz Next to Fwy W119° 0' 2.612" N34° 12' 43.110" Conejo 5.4 M 3.50 8" C-934E 18" Catch Basin - Curb Opening L-13 123K Camino Ruiz Verdugo Wy. W119° 0' 8.121" N34° 12' 52.865" Conejo 4 M 8.00 9" C-934B 24" Catch Basin - Curb Opening L-15 100K Calle Alto Calle Plano W119° 0' 26.754" N34° 12' 12.522" Conejo 5.4 DP 21.00 9" VC-50652 36" Catch Basin - Curb Opening L-15 101K Calle Alto Calle Plano W119° 0' 27.338" N34° 12' 11.988" Conejo 4 DP 7.00 9" VC-50652 18" Catch Basin - Curb Opening L-15 102K Calle Alto Calle Plano W119° 0' 25.466" N34° 12' 11.991" Conejo 4 DP 3.50 8" VC-50652 18" Catch Basin - Curb Opening L-15 107K Calle Plano Calle Carga W119° 0' 26.711" N34° 12' 4.223" Conejo 4 M 7.00 11" C-1568 30" Catch Basin - Curb Opening Appendix G-1 8
Appendix G - 1. STORM DRAIN INLET TABLE - ATLAS INFORMATION Atlas Map CB Atlas # Street Nearest Cross Street Latitude Longitude Subwatershed H W L Lid Type SD Inlet LENGTH
SD Inlet
HEIGHT1 City DWG NO.

SD Inlet Pipe Size
(Contractor to
verify)
SD Outlet Pipe Size
(Down Stream SideContractor to Verify for
Design)
Inspection Notes
Repair Required - Contractor to Schedule
Site Meeting with City Prior to Making
Repairs
L-15 108K Calle Plano Calle Carga W119° 0' 26.030" N34° 12' 4.028" Conejo 4 M 7.00 11" C-1567 30" Catch Basin - Curb Opening Patch/Concrete Repair (Sika). Cracking on top
and face.

L-15 111K Calle Plano Calle Bolero W119° 0' 26.717" N34° 11' 56.219" Conejo 4.81 M 3.00 9" C-2494 24" 24" Catch Basin - Curb Opening L-16 100K Calle Plano Calle Bolero W119° 0' 26.697" N34° 11' 54.717" Conejo 4.92 M 3.00 10" C-2494 24" 30" Catch Basin - Curb Opening L-16 101K Calle Plano Calle Bolero W119° 0' 26.038" N34° 11' 54.702" Conejo 5.08 M 3.00 10" C-2494 30" 30" Catch Basin - Curb Opening L-16 102K Calle Quetzal Calle Plano W119° 0' 27.753" N34° 11' 48.776" Conejo 3.42 M 6.00 10" C-3704 18" Catch Basin - Curb Opening L-16 103K Calle Quetzal Calle Plano W119° 0' 28.211" N34° 11' 48.122" Conejo 3.42 M 6.00 10" C-3704 18" Catch Basin - Curb Opening L-8 105C Upland Rd. Flynn Rd. W119° 0' 25.787" N34° 14' 23.835" Calleguas 7 M 7.00 8" C-5378 18" Catch Basin - Curb Opening M-10 128K Alder View Ln., N. Mission Oaks Blvd. W118° 59' 50.535" N34° 13' 49.034" Conejo 4.48 M 7.00 9" C-3803A 24" 24" Catch Basin - Curb Opening - CB
#128 is located on N Woodcreek Rd
(south of Paseo del Campo)
M-10 129K Holly Ridge Dr., E. Alder View Ln., N. W118° 59' 50.199" N34° 13' 48.534" Conejo 4 M 15.00 9" C-3803A 24" Catch Basin - Curb Opening - CB
#129 is located on N Woodcreek Rd
(south of Paseo del Campo)
M-11 113K Laurel Park Dr. La Porte St. W118° 59' 44.734" N34° 13' 28.497" Conejo 3.5 DP 16.00 7" C-1526A 24" Catch Basin - Curb Opening - Steel Plate Access Top
M-11 115K Laurel Park Dr. La Porte St. W118° 59' 44.536" N34° 13' 28.110" Conejo 4.75 DP 16.00 7" C-1526A 24" 30" Catch Basin - Curb Opening - Steel Plate Access Top
Patch/Concrete Repair (Sika). Cracking on top
and face.

M-12 109K Los Pueblos Dr. Mariposa Pl. W118° 59' 53.144" N34° 13' 6.707" Conejo 4.5 M 3.50 8" C-1258 18" Catch Basin - Curb Opening M-12 110K Felicia St. Baroda St. W118° 59' 48.781" N34° 13' 5.956" Conejo 5.5 M 3.50 8" C-1781 30" 36" Catch Basin - Curb Opening M-12 112K Baroda Dr. Felicia St. W118° 59' 48.163" N34° 13' 5.223" Conejo 4 M 3.50 8" C-1781 24" Catch Basin - Curb Opening M-12 113K Baroda Dr. Felicia St. W118° 59' 48.629" N34° 13' 5.199" Conejo 4.25 M 3.50 8" C-1781 24" 30" Catch Basin - Curb Opening M-12 115K Calvados Dr. Felicia St. W118° 59' 45.115" N34° 13' 3.171" Conejo 3.5 M 3.50 8" C-1781 18" Catch Basin - Curb Opening M-12 116K Felicia St. Calvados Dr. W118° 59' 43.909" N34° 13' 3.091" Conejo 4.5 M 3.50 8" C-1781 24" 30" Catch Basin - Curb Opening M-12 117K Calvados Dr. Felicia St. W118° 59' 44.802" N34° 13' 2.840" Conejo 3.75 M 3.50 8" C-1781 18" 24" Catch Basin - Curb Opening M-12 127K Los Pueblos Dr. Via Calderon W118° 59' 56.069" N34° 12' 59.598" Conejo 4.51 M 3.50 8" C-1780 24" 30" Catch Basin - Curb Opening M-12 128K Deloz Dr. Felicia St. W118° 59' 38.731" N34° 12' 59.718" Conejo 3.47 M 3.50 8" C-1781 18" Catch Basin - Curb Opening M-12 129K Deloz Dr. Felicia St. W118° 59' 38.151" N34° 12' 59.666" Conejo 3.68 M 3.50 8" C-1781 18" 24" Catch Basin - Curb Opening M-12 130K Hidalgo St. Abrazo Dr. W118° 59' 53.197" N34° 12' 59.437" Conejo 3 M 3.50 8" C-1780 24" Catch Basin - Curb Opening M-12 131K Hidalgo St. Abrazo Dr. W118° 59' 53.397" N34° 12' 59.010" Conejo 3 M 3.50 8" C-1780 24" 36" Catch Basin - Curb Opening M-12 132K Camino Leon Camino Compadre W118° 59' 35.333" N34° 12' 56.791" Conejo 9.23 M 14.00 8" C-4752 36" 36" Catch Basin - Curb Opening Patch/Concrete Repair (Sika). Cracking on top
and face.

M-12 133K Camino Leon Camino Compadre W118° 59' 35.018" N34° 12' 56.448" Conejo 8.81 M 14.00 8" C-4752 36" Catch Basin - Curb Opening M-12 134K Hidalgo St. Camino Carrillo W118° 59' 42.648" N34° 12' 55.996" Conejo 4 M 3.50 8" C-1780 18" Catch Basin - Curb Opening M-12 135K Calle Sencillo Calle Tamega W118° 59' 24.190" N34° 12' 55.780" Conejo 3.5 M 7.00 8" C-4751 36" Catch Basin - Curb Opening M-12 136K Calle Sencillo Calle Tamega W118° 59' 23.978" N34° 12' 55.301" Conejo 3.93 M 7.00 8" C-4751 18" Catch Basin - Curb Opening Appendix G-1 9
Appendix G - 1. STORM DRAIN INLET TABLE - ATLAS INFORMATION Atlas Map CB Atlas # Street Nearest Cross Street Latitude Longitude Subwatershed H W L Lid Type SD Inlet LENGTH
SD Inlet
HEIGHT1 City DWG NO.

SD Inlet Pipe Size
(Contractor to
verify)
SD Outlet Pipe Size
(Down Stream SideContractor to Verify for
Design)
Inspection Notes
Repair Required - Contractor to Schedule
Site Meeting with City Prior to Making
Repairs
M-12 137K Camino Carrillo Hidalgo St. W118° 59' 43.453" N34° 12' 54.877" Conejo 3.5 M 3.50 8" C-1780 18" Catch Basin - Curb Opening M-13 100K Camino Carrillo Adolfo Rd. W118° 59' 42.897" N34° 12' 54.732" Conejo 3.5 M 3.50 8" C-1780 18" Catch Basin - Curb Opening M-13 103K Camino Carrillo Adolfo Rd. W118° 59' 44.280" N34° 12' 53.278" Conejo 4.16 M 5.00 8" C-934F 15" 24" Catch Basin - Curb Opening M-13 104K Camino Carrillo Adolfo Rd. W118° 59' 43.646" N34° 12' 53.098" Conejo 4.75 M 3.50 8" C-934F 18" 27" Catch Basin - Curb Opening M-13 105K Camino Deville Calle Amorosa W118° 59' 23.163" N34° 12' 53.223" Conejo 4.8 M 7.00 8" C-4751 18" Catch Basin - Curb Opening M-13 108K Adolfo Rd. Balboa Cr. W118° 59' 23.109" N34° 12' 51.502" Conejo 5 M 3.50 8" C-4753 24" Catch Basin - Curb Opening M-13 109K Verdugo Wy. Camino Carrillo W118° 59' 57.058" N34° 12' 51.214" Conejo 3.66 M 5.00 9" C-4467 24" Catch Basin - Curb Opening Patch/Concrete Repair (Sika). Repair cracked
concrete along frame, Curb top, and curb face.

Patch all structural cracking inside of Catch
Basin prior to installing full capture CPS.

M-13 110K Verdugo Wy. Camino Carrillo W118° 59' 57.433" N34° 12' 50.873" Conejo 3.66 M 5.00 9" C-934A 24" Catch Basin - Curb Opening M-13 112K Adolfo Rd. Balboa Cr. W118° 59' 23.307" N34° 12' 50.724" Conejo 5.58 M 7.00 9" C-4753 24" Catch Basin - Curb Opening M-13 119K Verdugo Wy. Camino Carrillo W118° 59' 47.239" N34° 12' 48.067" Conejo 3.66 M 5.00 9" C-934 18" Catch Basin - Curb Opening M-13 122K Camino Carrillo Verdugo Wy. W118° 59' 46.058" N34° 12' 47.665" Conejo 3.66 M 5.00 9" C-934 18" 21" Catch Basin - Curb Opening M-13 123K Verdugo Wy. Camino Carrillo W118° 59' 47.313" N34° 12' 47.643" Conejo 3.66 M 5.00 9" C-934 18" Catch Basin - Curb Opening M-13 131K Cortez Cr. Dead End W118° 59' 38.009" N34° 12' 45.552" Conejo 6 M 10.00 9" C-4329 24" Catch Basin - Curb Opening M-13 137K Balboa Cr. Dead End W118° 59' 33.106" N34° 12' 43.510" Conejo 5 M 10.00 9" C-4330 24" Catch Basin - Curb Opening M-13 145K Camino Carrillo Camino Ruiz W118° 59' 42.938" N34° 12' 41.953" Conejo 3.5 M 3.50 9" C-934C 18" 24" Catch Basin - Curb Opening - Temp screen inside CB - Return to City
M-13 147K Camino Ruiz Camino Carrillo W118° 59' 43.122" N34° 12' 40.893" Conejo 3.5 M 3.50 9" C-934C 24" Catch Basin - Curb Opening - Temp screen inside CB - Return to City
M-13 148K Camino Ruiz Camino Carrillo W118° 59' 42.546" N34° 12' 40.630" Conejo 3.5 M 3.50 9" C-934C 24" Catch Basin - Curb Opening - Temp screen inside CB - Return to City
M-13 149K Camino Ruiz Next to Fwy W118° 59' 52.415" N34° 12' 40.269" Conejo 4.5 M 7.50 9" C-934D 30" Catch Basin - Curb Opening M-13 150K Camino Ruiz Next to Fwy W118° 59' 52.797" N34° 12' 39.928" Conejo 3.5 M 3.50 9" C-934D 18" Catch Basin - Curb Opening Patch/Concrete Repair (Sika). Cracking on
Curb & Gutter in front of CB.

N-10 125K Oak Canyon Rd. Santa Rosa Rd. W118° 59' 9.398" N34° 13' 38.053" Conejo 4 M 21.00 10" C-999 18" 18" Catch Basin - Curb Opening N-10 126K Oak Canyon Rd. Santa Rosa Rd. W118° 59' 10.029" N34° 13' 37.866" Conejo 4 M 21.00 9" C-999 18" 18" Catch Basin - Curb Opening N-13 100K Calle Pamaro Dead End W118° 59' 20.867" N34° 12' 52.749" Conejo 5.46 M 3.50 9" C-4751 18" Catch Basin - Curb Opening N-13 101K Calle Pamaro Dead End W118° 59' 21.057" N34° 12' 52.298" Conejo 4.83 M 7.00 9" C-4751 18" Catch Basin - Curb Opening Appendix G-1 10
Project No. SD-5032-1

APPENDIX G - STORM DRAIN INLET INFORMATION
G-2. Full Capture Trash Device Sizing Worksheet
Appendix G - 2. FULL CAPTURE TRASH DEVICE SIZING WORKSHEET (Contractor to Verify All Dimensions) Atlas Map CB Atlas # Subwatershed H W L
SD Basin Outlet
Pipe Size
CB Max Flow
Q1 CFS (1 yr.)
CB Max Flow Q10
CFS (10 yr.)
CPS or Trash
Device Model
(name / #)
Screen
Shape
Lid
Required
(yes/no)
Bypass
Height (in) if
lid required
Screen
Height
(in)
Screen
Length
(ft)
Screen
Surface
Area (sq in)
Contributing
Drainage Area
(acres)
Design
Rainfall
Intensity
(in/hr)
Runoff
Coeficient
(C)
Screen Flow
CFS - Q1
Min. Bypass
Flow CFS - Q10
B-11 101R Revolon Slough/
Beardsley Wash 2.1 3 3.2 18"
B-11 102R Revolon Slough/
Beardsley Wash 2 3.4 3.2 18"
B-11 107R Revolon Slough/
Beardsley Wash 3.5 3 3 30"
B-11 109R Revolon Slough/
Beardsley Wash 2.4 6.6 2 18"
B-11 111R Revolon Slough/
Beardsley Wash 3 4 3.1 24"
C-12 101R Revolon Slough/
Beardsley Wash 42"
C-12 102R Revolon Slough/
Beardsley Wash 42"
C-12 103R Revolon Slough/
Beardsley Wash 3 3.2 2.5 18"
C-12 104R Revolon Slough/
Beardsley Wash 2 48"x21"
C-12 106R Revolon Slough/
Beardsley Wash 2 48"x48"
C-12 107R Revolon Slough/
Beardsley Wash 42"
C-12 108R Revolon Slough/
Beardsley Wash 24"
C-12 114R Revolon Slough/
Beardsley Wash 42"
C-12 115R Revolon Slough/
Beardsley Wash 3.3 3.6 4 18
C-12 116R Revolon Slough/
Beardsley Wash 4.1 3.7 4 18
C-12 119R Revolon Slough/
Beardsley Wash 3.1 18
C-12 122R Revolon Slough/
Beardsley Wash 3.6 7 3.6 18
C-12 123R Revolon Slough/
Beardsley Wash 4.5 3.4 10.5 18
C-12 124R Revolon Slough/
Beardsley Wash 3.5 3.5 7 18"
C-12 125R Revolon Slough/
Beardsley Wash 4.1 3.5 7 18
C-9 108R Revolon Slough/
Beardsley Wash 3 2 24"
D-12 106R Revolon Slough/
Beardsley Wash 3.8 3.2 3.5 18
D-12 107R Revolon Slough/
Beardsley Wash 3.9 3.3 3.5 18
D-12 109R Revolon Slough/
Beardsley Wash 3.2 3.2 3 18
Appendix G-2 1
Appendix G - 2. FULL CAPTURE TRASH DEVICE SIZING WORKSHEET (Contractor to Verify All Dimensions) Atlas Map CB Atlas # Subwatershed H W L
SD Basin Outlet
Pipe Size
CB Max Flow
Q1 CFS (1 yr.)
CB Max Flow Q10
CFS (10 yr.)
CPS or Trash
Device Model
(name / #)
Screen
Shape
Lid
Required
(yes/no)
Bypass
Height (in) if
lid required
Screen
Height
(in)
Screen
Length
(ft)
Screen
Surface
Area (sq in)
Contributing
Drainage Area
(acres)
Design
Rainfall
Intensity
(in/hr)
Runoff
Coeficient
(C)
Screen Flow
CFS - Q1
Min. Bypass
Flow CFS - Q10
D-12 111R Revolon Slough/
Beardsley Wash 3.5 3.5 3.5 18"
D-12 112R Revolon Slough/
Beardsley Wash 3.8 3.5 3.5 18"
D-12 113R Revolon Slough/
Beardsley Wash 3.2 3.4 3.3 18
E-10 104R Revolon Slough/
Beardsley Wash 3 3 9 24"
E-10 106R Revolon Slough/
Beardsley Wash 3.6 4.6 6.6 24"
E-10 108R Revolon Slough/
Beardsley Wash 2.9 2.1 9 18"
E-10 109R Revolon Slough/
Beardsley Wash 3.5 3.5 3.5 18"
E-10 118R Revolon Slough/
Beardsley Wash 3 3 7 18"
E-11 112R Revolon Slough/
Beardsley Wash 3 36"
E-11 115R Revolon Slough/
Beardsley Wash 3 3 3.5 18"
E-11 117R Revolon Slough/
Beardsley Wash 3.1 3 18"
E-11 125R Revolon Slough/
Beardsley Wash 18"
F-12 124R Revolon Slough/
Beardsley Wash 3.3 3 14 18"
F-12 135R Revolon Slough/
Beardsley Wash 10 24"
F-12 153R Revolon Slough/
Beardsley Wash 24"
F-12 159R Revolon Slough/
Beardsley Wash 36"
F-12 167R Revolon Slough/
Beardsley Wash 12"
F-9 115R Revolon Slough/
Beardsley Wash 8 3 3.6 30"
G-11 111R Revolon Slough/
Beardsley Wash 3 3 4 27"
G-11 112R Revolon Slough/
Beardsley Wash 3 4.8 3.5 27"
G-11 113R Revolon Slough/
Beardsley Wash 3.5 3 3 18"
G-11 114R Revolon Slough/
Beardsley Wash 4.5 3 3 18"
G-11 115R Revolon Slough/
Beardsley Wash 5 3 3 24"
G-11 117R Revolon Slough/
Beardsley Wash 2.5 3 7 18"
Appendix G-2 2
Appendix G - 2. FULL CAPTURE TRASH DEVICE SIZING WORKSHEET (Contractor to Verify All Dimensions) Atlas Map CB Atlas # Subwatershed H W L
SD Basin Outlet
Pipe Size
CB Max Flow
Q1 CFS (1 yr.)
CB Max Flow Q10
CFS (10 yr.)
CPS or Trash
Device Model
(name / #)
Screen
Shape
Lid
Required
(yes/no)
Bypass
Height (in) if
lid required
Screen
Height
(in)
Screen
Length
(ft)
Screen
Surface
Area (sq in)
Contributing
Drainage Area
(acres)
Design
Rainfall
Intensity
(in/hr)
Runoff
Coeficient
(C)
Screen Flow
CFS - Q1
Min. Bypass
Flow CFS - Q10
G-11 118R Revolon Slough/
Beardsley Wash 7 3 18"
G-11 122R Revolon Slough/
Beardsley Wash 3.5 3 18"
G-11 123R Revolon Slough/
Beardsley Wash 4 12 24"
G-11 135R Revolon Slough/
Beardsley Wash 3 3 3.5 12"
G-11 136R Revolon Slough/
Beardsley Wash 3 3 3.5 12"
G-11 137R Revolon Slough/
Beardsley Wash 4 3 3.5 12"
G-11 138R Revolon Slough/
Beardsley Wash 3 3 3.5 12"
G-11 139R Revolon Slough/
Beardsley Wash 3 3 3.5 12"
G-11 140R Revolon Slough/
Beardsley Wash 4 3 3.5 12"
G-11 141R Revolon Slough/
Beardsley Wash 3 3 3.5 12"
G-11 142R Revolon Slough/
Beardsley Wash 3.5 3 3.5 12"
G-12 106R Revolon Slough/
Beardsley Wash 4.4 18"
G-12 148R Revolon Slough/
Beardsley Wash 2.5 3.5 14 18"
H-10 104R Revolon Slough/
Beardsley Wash 4.5 4 14 42"
H-10 105R Revolon Slough/
Beardsley Wash 4 3 14 30"
H-11 100R Revolon Slough/
Beardsley Wash 3.5 3 14 30"
H-11 101R Revolon Slough/
Beardsley Wash 5 3.5 2.5 42"
H-11 102R Revolon Slough/
Beardsley Wash 3.2 3 14 24"
H-11 115R Revolon Slough/
Beardsley Wash 5.5 9 17 54"
H-11 118R Revolon Slough/
Beardsley Wash 4.5 3 9 24"
H-12 106R Revolon Slough/
Beardsley Wash 3.8 1.5 3.5 18"
H-12 108R Revolon Slough/
Beardsley Wash 6 5 3 18"
Appendix G-2 3
Appendix G - 2. FULL CAPTURE TRASH DEVICE SIZING WORKSHEET (Contractor to Verify All Dimensions) Atlas Map CB Atlas # Subwatershed H W L
SD Basin Outlet
Pipe Size
CB Max Flow
Q1 CFS (1 yr.)
CB Max Flow Q10
CFS (10 yr.)
CPS or Trash
Device Model
(name / #)
Screen
Shape
Lid
Required
(yes/no)
Bypass
Height (in) if
lid required
Screen
Height
(in)
Screen
Length
(ft)
Screen
Surface
Area (sq in)
Contributing
Drainage Area
(acres)
Design
Rainfall
Intensity
(in/hr)
Runoff
Coeficient
(C)
Screen Flow
CFS - Q1
Min. Bypass
Flow CFS - Q10
H-12 110R Revolon Slough/
Beardsley Wash 6 4.8 3 18"
H-12 111R Revolon Slough/
Beardsley Wash 4 4.8 3 18"
H-12 112R Revolon Slough/
Beardsley Wash 4.5 4.8 3 18"
H-12 114R Revolon Slough/
Beardsley Wash 6 5 3 18"
H-12 115R Revolon Slough/
Beardsley Wash 6 1.5 3.5 18"
H-12 117R Revolon Slough/
Beardsley Wash 9 3.3 4.5 18"
H-12 118R Revolon Slough/
Beardsley Wash 9 1.2 3.4 18"
H-12 123R Revolon Slough/
Beardsley Wash 4.5 1.5 3.5 18"
H-12 125R Revolon Slough/
Beardsley Wash 5.5 4.5 7 18"
H-9 100R Revolon Slough/
Beardsley Wash 3.5 3 2.1 21"
H-9 101R Revolon Slough/
Beardsley Wash 4 3 2.1 27"
H-9 102R Revolon Slough/
Beardsley Wash 3.8 3.2 9 24"
H-9 103R Revolon Slough/
Beardsley Wash 2.7 2 6 24"x72"
I-10 124R Revolon Slough/
Beardsley Wash 4 3 7 18"
I-11 107R Revolon Slough/
Beardsley Wash 4.5 24"
I-11 113R Revolon Slough/
Beardsley Wash 3.5 3 4.5 18"
I-11 120R Revolon Slough/
Beardsley Wash 3 2 4 72"x18"
I-12 111C Calleguas 3 24"
J-11 101C Calleguas 7 24"
Appendix G-2 4
Appendix G - 2. FULL CAPTURE TRASH DEVICE SIZING WORKSHEET (Contractor to Verify All Dimensions) Atlas Map CB Atlas # Subwatershed H W L
SD Basin Outlet
Pipe Size
CB Max Flow
Q1 CFS (1 yr.)
CB Max Flow Q10
CFS (10 yr.)
CPS or Trash
Device Model
(name / #)
Screen
Shape
Lid
Required
(yes/no)
Bypass
Height (in) if
lid required
Screen
Height
(in)
Screen
Length
(ft)
Screen
Surface
Area (sq in)
Contributing
Drainage Area
(acres)
Design
Rainfall
Intensity
(in/hr)
Runoff
Coeficient
(C)
Screen Flow
CFS - Q1
Min. Bypass
Flow CFS - Q10
J-11 102C Calleguas 4.2 30"
J-11 103C Calleguas 4 30"
J-11 104C Calleguas 7 36"
J-11 106C Calleguas 5.47 24"
J-11 108C Calleguas 5.26 30"
J-11 109C Calleguas 5.47 36"
J-11 114C Calleguas 3.66 18"
J-11 118C Calleguas 24"
J-11 124C Calleguas 3.87 18"
J-12 100C Calleguas 5 18"
J-12 123C Calleguas 1.7 24"
J-12 124C Calleguas 1.9 36"
J-12 125C Calleguas 1.2 18"
J-12 127C Calleguas 1.2 18"
J-13 120C Calleguas 4 30"
J-13 132C Calleguas 4 18"
J-13 144C Calleguas 4 18"
J-13 145C Calleguas 4 30"
J-14 117C Calleguas 4 18"
J-14 118C Calleguas 4 18"
J-14 122C Calleguas 4 18"
Appendix G-2 5
Appendix G - 2. FULL CAPTURE TRASH DEVICE SIZING WORKSHEET (Contractor to Verify All Dimensions) Atlas Map CB Atlas # Subwatershed H W L
SD Basin Outlet
Pipe Size
CB Max Flow
Q1 CFS (1 yr.)
CB Max Flow Q10
CFS (10 yr.)
CPS or Trash
Device Model
(name / #)
Screen
Shape
Lid
Required
(yes/no)
Bypass
Height (in) if
lid required
Screen
Height
(in)
Screen
Length
(ft)
Screen
Surface
Area (sq in)
Contributing
Drainage Area
(acres)
Design
Rainfall
Intensity
(in/hr)
Runoff
Coeficient
(C)
Screen Flow
CFS - Q1
Min. Bypass
Flow CFS - Q10
J-14 123C Calleguas 4 18"
J-14 126C Calleguas 4 18"
J-14 130C Calleguas 4 18"
J-14 131C Calleguas 4 18"
J-14 143C Calleguas 4 18"
J-14 152C Calleguas 4 18"
J-14 158C Calleguas 4 18"
J-7 101C Calleguas 2 27"
J-7 104C Calleguas 3.2 36"
J-7 105C Calleguas 3.2 24"x24"
J-7 114C Calleguas 3 24"
J-7 115C Calleguas 3 24"
J-8 114C Calleguas 3 24"
J-8 117C Calleguas 3 27"
K-10 110C Calleguas 4 18"
K-10 119C Calleguas 4 18"
K-10 120C Calleguas 4 18"
K-10 122C Calleguas 4.5 24"
K-10 123C Calleguas 4 24"
K-10 124C Calleguas 4.5 24"
K-10 125C Calleguas 4 24"
K-10 127C Calleguas 4 24"
K-10 128C Calleguas 4 18"
K-10 129C Calleguas 4 18"
Appendix G-2 6
Appendix G - 2. FULL CAPTURE TRASH DEVICE SIZING WORKSHEET (Contractor to Verify All Dimensions) Atlas Map CB Atlas # Subwatershed H W L
SD Basin Outlet
Pipe Size
CB Max Flow
Q1 CFS (1 yr.)
CB Max Flow Q10
CFS (10 yr.)
CPS or Trash
Device Model
(name / #)
Screen
Shape
Lid
Required
(yes/no)
Bypass
Height (in) if
lid required
Screen
Height
(in)
Screen
Length
(ft)
Screen
Surface
Area (sq in)
Contributing
Drainage Area
(acres)
Design
Rainfall
Intensity
(in/hr)
Runoff
Coeficient
(C)
Screen Flow
CFS - Q1
Min. Bypass
Flow CFS - Q10
K-10 130C Calleguas 6 18"
K-10 131C Calleguas 4 18"
K-10 132C Calleguas 4 30"
K-11 102C Calleguas 5 18"
K-11 103C Calleguas 6 18"
K-11 117C Calleguas 3 18"
K-11 119C Calleguas 3 18"
K-11 123C Calleguas 4 18"
K-11 124C Calleguas 4 18"
K-11 138C Calleguas 5 36
K-11 139C Calleguas 8 30
K-11 140C Calleguas 6 54
K-12 106C Calleguas 4 24"
K-12 110C Calleguas 4 18"
K-12 113C Calleguas 4 18"
K-12 143C Calleguas 5 18"
K-12 144C Calleguas 5 18"
K-12 151C Calleguas 4 18"
K-12 152C Calleguas 4 18"
K-12 165C Calleguas 4 18"
K-12 166C Calleguas 4.5 24"
K-12 167C Calleguas 4 18"
K-12 168C Calleguas 5.9 18"
K-12 169C Calleguas 4.5 24"
Appendix G-2 7
Appendix G - 2. FULL CAPTURE TRASH DEVICE SIZING WORKSHEET (Contractor to Verify All Dimensions) Atlas Map CB Atlas # Subwatershed H W L
SD Basin Outlet
Pipe Size
CB Max Flow
Q1 CFS (1 yr.)
CB Max Flow Q10
CFS (10 yr.)
CPS or Trash
Device Model
(name / #)
Screen
Shape
Lid
Required
(yes/no)
Bypass
Height (in) if
lid required
Screen
Height
(in)
Screen
Length
(ft)
Screen
Surface
Area (sq in)
Contributing
Drainage Area
(acres)
Design
Rainfall
Intensity
(in/hr)
Runoff
Coeficient
(C)
Screen Flow
CFS - Q1
Min. Bypass
Flow CFS - Q10
K-15 100C Conejo 2 30"
K-15 101C Conejo 4.5 36"
K-16 100C Conejo 3.2 18"
K-16 101C Conejo 4 18"
K-16 102C Conejo 4 18"
K-8 103C Calleguas 1 18"
K-8 107C Calleguas 2.5 18"
K-9 125C Calleguas 4 18"
K-9 126C Calleguas 4 18"
K-9 136C Calleguas 4 18"
L-10 125C Calleguas 4.5 24"
L-10 126C Calleguas 4.3 18"
L-10 127C Calleguas 4.5 24"
L-10 128C Calleguas 6 18"
L-10 129C Calleguas 3.5 18"
L-11 103K Conejo 7.5 24"
L-11 104K Conejo 5.09 18"
L-11 105K Conejo 5.05 18"
L-11 108K Conejo 4.7 24"
L-11 115K Conejo 6 24"
L-11 117K Conejo 6 18"
Appendix G-2 8
Appendix G - 2. FULL CAPTURE TRASH DEVICE SIZING WORKSHEET (Contractor to Verify All Dimensions) Atlas Map CB Atlas # Subwatershed H W L
SD Basin Outlet
Pipe Size
CB Max Flow
Q1 CFS (1 yr.)
CB Max Flow Q10
CFS (10 yr.)
CPS or Trash
Device Model
(name / #)
Screen
Shape
Lid
Required
(yes/no)
Bypass
Height (in) if
lid required
Screen
Height
(in)
Screen
Length
(ft)
Screen
Surface
Area (sq in)
Contributing
Drainage Area
(acres)
Design
Rainfall
Intensity
(in/hr)
Runoff
Coeficient
(C)
Screen Flow
CFS - Q1
Min. Bypass
Flow CFS - Q10
L-11 118K Conejo 5 18"
L-11 119K Conejo 4.5 18"
L-11 121K Conejo 6 24"
L-11 122K Conejo 5 18"
L-11 123K Conejo 5 18"
L-11 124K Conejo 5.87 18"
L-11 126K Conejo 4.5 18"
L-11 128K Conejo 5 18"
L-11 129K Conejo 7.25 18"
L-11 131K Conejo 3.5 18"
L-11 132K Conejo 3 18"
L-11 133K Conejo 3.5 18"
L-11 134K Conejo 5 18"
L-11 135K Conejo 5 18"
L-11 136K Conejo 3.5 18"
L-11 137K Conejo 4.95 18"
L-11 139K Conejo 3.5 18"
L-11 140K Conejo 3.5 18"
L-11 142K Conejo 3.5 18"
L-12 101K Conejo 3 48"x48"
L-12 109K Conejo 8.2 30"
L-12 113K Conejo 4 30"
Appendix G-2 9
Appendix G - 2. FULL CAPTURE TRASH DEVICE SIZING WORKSHEET (Contractor to Verify All Dimensions) Atlas Map CB Atlas # Subwatershed H W L
SD Basin Outlet
Pipe Size
CB Max Flow
Q1 CFS (1 yr.)
CB Max Flow Q10
CFS (10 yr.)
CPS or Trash
Device Model
(name / #)
Screen
Shape
Lid
Required
(yes/no)
Bypass
Height (in) if
lid required
Screen
Height
(in)
Screen
Length
(ft)
Screen
Surface
Area (sq in)
Contributing
Drainage Area
(acres)
Design
Rainfall
Intensity
(in/hr)
Runoff
Coeficient
(C)
Screen Flow
CFS - Q1
Min. Bypass
Flow CFS - Q10
L-12 118K Conejo 3.5 18"
L-12 121K Conejo 3.66 18"
L-12 127K Conejo 4.75 27"
L-12 136K Conejo 4.5 24"
L-12 139K Conejo 3.7 24"
L-12 140K Conejo 18"
L-13 103K Conejo 3.7 18"
L-13 105K Conejo 5.3 24"
L-13 117K Conejo 4.4 30"
L-13 118K Conejo 5.4 18"
L-13 123K Conejo 4 24"
L-15 100K Conejo 5.4 36"
L-15 101K Conejo 4 18"
L-15 102K Conejo 4 18"
L-15 107K Conejo 4 30"
L-15 108K Conejo 4 30"
L-15 111K Conejo 4.81 24"
L-16 100K Conejo 4.92 30"
L-16 101K Conejo 5.08 30"
L-16 102K Conejo 3.42 18"
L-16 103K Conejo 3.42 18"
L-8 105C Calleguas 7 18"
M-10 128K Conejo 4.48 24"
M-10 129K Conejo 4 24"
Appendix G-2 10
Appendix G - 2. FULL CAPTURE TRASH DEVICE SIZING WORKSHEET (Contractor to Verify All Dimensions) Atlas Map CB Atlas # Subwatershed H W L
SD Basin Outlet
Pipe Size
CB Max Flow
Q1 CFS (1 yr.)
CB Max Flow Q10
CFS (10 yr.)
CPS or Trash
Device Model
(name / #)
Screen
Shape
Lid
Required
(yes/no)
Bypass
Height (in) if
lid required
Screen
Height
(in)
Screen
Length
(ft)
Screen
Surface
Area (sq in)
Contributing
Drainage Area
(acres)
Design
Rainfall
Intensity
(in/hr)
Runoff
Coeficient
(C)
Screen Flow
CFS - Q1
Min. Bypass
Flow CFS - Q10
M-11 113K Conejo 3.5 24"
M-11 115K Conejo 4.75 30"
M-12 109K Conejo 4.5 18"
M-12 110K Conejo 5.5 36"
M-12 112K Conejo 4 24"
M-12 113K Conejo 4.25 30"
M-12 115K Conejo 3.5 18"
M-12 116K Conejo 4.5 30"
M-12 117K Conejo 3.75 24"
M-12 127K Conejo 4.51 30"
M-12 128K Conejo 3.47 18"
M-12 129K Conejo 3.68 24"
M-12 130K Conejo 3 24"
M-12 131K Conejo 3 36"
M-12 132K Conejo 9.23 36"
M-12 133K Conejo 8.81 36"
M-12 134K Conejo 4 18"
M-12 135K Conejo 3.5 36"
M-12 136K Conejo 3.93 18"
M-12 137K Conejo 3.5 18"
M-13 100K Conejo 3.5 18"
M-13 103K Conejo 4.16 24"
M-13 104K Conejo 4.75 27"
M-13 105K Conejo 4.8 18"
M-13 108K Conejo 5 24"
Appendix G-2 11
Appendix G - 2. FULL CAPTURE TRASH DEVICE SIZING WORKSHEET (Contractor to Verify All Dimensions) Atlas Map CB Atlas # Subwatershed H W L
SD Basin Outlet
Pipe Size
CB Max Flow
Q1 CFS (1 yr.)
CB Max Flow Q10
CFS (10 yr.)
CPS or Trash
Device Model
(name / #)
Screen
Shape
Lid
Required
(yes/no)
Bypass
Height (in) if
lid required
Screen
Height
(in)
Screen
Length
(ft)
Screen
Surface
Area (sq in)
Contributing
Drainage Area
(acres)
Design
Rainfall
Intensity
(in/hr)
Runoff
Coeficient
(C)
Screen Flow
CFS - Q1
Min. Bypass
Flow CFS - Q10
M-13 109K Conejo 3.66 24"
M-13 110K Conejo 3.66 24"
M-13 112K Conejo 5.58 24"
M-13 119K Conejo 3.66 18"
M-13 122K Conejo 3.66 21"
M-13 123K Conejo 3.66 18"
M-13 131K Conejo 6 24"
M-13 137K Conejo 5 24"
M-13 145K Conejo 3.5 24"
M-13 147K Conejo 3.5 24"
M-13 148K Conejo 3.5 24"
M-13 149K Conejo 4.5 30"
M-13 150K Conejo 3.5 18"
N-10 125K Conejo 4 18"
N-10 126K Conejo 4 18"
N-13 100K Conejo 5.46 18"
N-13 101K Conejo 4.83 18"
Appendix G-2 12
Project No. SD-5032-1

APPENDIX H - CAMARILLO STORM DRAIN ATLAS INFORMATION
H-1. Atlas Maps

GRID INDEX THIS PAGE NOT TO SCALE STORM DRAIN INDEX CITY OF CAMARILLO O JUNE 2021 GRID INDEX Grid Index

GRID INDEX
Legend
Page Grid
Page Dividing Lines
City Limit
Parcels
Inactive Pages
Legend
THIS MAP WAS CREATED BY THE CITY OF CAMARILLO GEOGRAPHIC INFORMATION SYSTEM, WHICH IS DESIGNED AND OPERATED SOLELYFOR THE CONVENIENCE OF THE CITY AND RELATED PUBLIC AGENCIES. THE CITY DOES NOT WARRANT THE ACCURACY OF THIS MAP,AND NO DECISION INVOLVING A RISK OF ECONOMIC LOSS OR PHYSICAL INJURY SHOULD BE MADE IN RELIANCE THEREON.

LEGEND THIS PAGE IS NOT TO SCALE STORM DRAIN LEGEND CITY OF CAMARILLO O JUNE 2021 LEGEND City Limit
VCWPD Natural Drainage Area
City Detention Basin
Casement
Private or VCWPD
Detention Basin
!
Private Open Channel
!
City Open Channel
v
State Storm Drain
v
Private Storm Drain
v
City Storm Drain
v
Expected Drain Path
v
VCWPD Storm Drain
Parcels
á(á Overflow
Ä StandPipe
! Manhole/JuncStructureWManhole 2!
Outlet í Ù ®" Post Construction BMP, Private
®" Post Construction BMP, City
Yí Parkway Drain
Energy Dissipator ÙÙ
v
Abandoned Line
Text Label
123 Manhole Number
123 Catch Basin Number
123 Open Channel Outlet Number
b"!º Inlet w/out Catch Basin, City
b"!º Inlet w/out Catch Basin, VCWPD
b"!º Inlet w/out Catch Basin, Private
$1 CleanOut
íY
Catch Basin, State
íY
Catch Basin, VCWPD
íY
Catch Basin, Private
íY
Catch Basin, City
6íY
Catch Basin Filter-Inlet, Private
6íY
Catch Basin Filter-Inlet, City
b"!± Open Channel Outlet
G Grade Break
C
G Junction Structure w/Cleanout
"/) Roof Drain
Plug Ó
í Inlet w/Headwall Ù "" Junction Structure
@ Culvert/Transition
Collar |
!
VCWPD Open Channel
! " Inlet w/out Catch Basin, State State Open Channel b!º " Tee
ÏíY
Trash Full Capture Device-Inlet, Private
íY
Trash Full Capture Device-Inlet, City 6
Þ!
Diversion Structure
A! Diversion Point
Pipe Material
ABS
AC
CI
CONC
CMP
DI
HDPE
PVC
RCB
RCP
ED
CD
ABS Plastic
Asbestos Cement
Concrete
Cast Iron
Corrugated Metal Pipe
Ductile Iron
High Density Poly Ethylene
Poly Vinyl Chloride
Reinforced Concrete Box
Reinforced Concrete Pipe
Earthen Ditch
Concrete Ditch
City of Camarillo Street Name Index

STREET MAP STREET MAP STREET MAP STREET MAP STREET MAP STREET MAP 3-M DR (PVT) I-13 ALLEY 8 H-12 M-7 C-12 BELLEZA ST O-15 BROOKSHIRE CT J-13 5TH ST H-14 ALLEY 9 H-12 M-8 AVIANO DR O-8 O-16 BRYANT DR I-13 H-15 ALLEY 10 H-13 ARBOR ST J-14 AVIATION DR B-13 BELMONT AV H-10 BUENA MESA CT L-11 ALLEY 11 H-12 ARBOR STREET J-14 C-13 H-11 M-11
ABBOTT AV J-8 ALLEY 12 H-12 ARMITOS DR N-7 D-13 BENITO DR K-8 BUENA VISTA DR H-7 J-9 ALLEY 15 I-12 N-8 AVINEDA DE AUTLAN C-9 BENT TWIG AV K-13 BUENOS TIEMPOS DR L-11 ABRAZO DR M-12 ALLEY 16 H-11 ARMITOS DR O-8 AVOCADO CT E-7 K-14 BURNLEY ST G-11 ACACIA ST I-13 I-11 ARNEILL RD I-10 E-8 BERWICK ST I-9 H-11 ACADEMY DR E-13 ALLEY 17 I-11 I-11 AVOCADO PL D-8 BETTINA CT G-10 BUTTERCUP LN J-14 E-14 ALLEY 18 I-10 I-12 D-9 BEVERLY CR I-7 BUTTERFIELD ST M-10 ACALA ST J-9 I-11 I-9 E-10 I-8 M-9
K-9 ALLEY 19 H-10 ARROYO DEL MAR F-11 E-7 BEVERLY DR I-7 CABRILLO MESA CT G-8 ACCESS H-8 H-11 F-11 E-8 BEVERLY DR I-8 CALABRIA CT G-9 ADOBE WY N-10 ALLEY 20 H-10 ASCOT PL H-10 E-9 BIG HORN CT G-11 G-8 ADOHR LN K-14 ALMENDRO CT K-9 I-10 AZALEA CT G-9 BIRCH VIEW LN M-10 CALAROSA RANCH RD M-8 L-14 ALMENDRO WY J-9 ASH VIEW LN M-10 BIRCHSPRINGS WK L-10 CALAVERAS DR I-8 M-14 K-9 ASHBURY CT I-10 BABET CT J-8 BISCAYNE AV H-11 CALETA CT L-11 N-15 ALOHA ST I-7 ASHDALE CT D-10 BAJA CT H-11 BLANCO CT M-11 CALETA DR K-11 ADOLFO RD J-9 I-8 ASHWOOD CT M-9 BAJA VISTA WY G-8 BLEVE BL E-13 L-10 K-10 J-7 AUBURY PL I-7 BALBOA CI M-13 BLOOMFIELD PL J-14 L-11 K-11 ALOSTA DR J-6 AVACADO PL E-7 BALBOA CR M-13 K-14 CALICO ST D-11 K-9 J-7 AVAIANO DR O-8 BALMORAL CT I-9 BLOOMFIELD PLACE J-14 CALISTOGA RD E-11 L-11 ALOSTA LN J-7 AVENIDA ACASO K-10 BANCROFT ST H-10 BLUE OAK ST G-10 CALLCIRCULO F-10 L-12 ALOSTA PL J-7 K-11 BANDERA DR H-11 G-9 CALLE ACOPADA D-7 M-12 ALOSTA WY J-7 K-9 BARCA ST J-10 BOGART ST I-10 E-7 M-13 ALTA COLINA DR L-10 L-10 J-9 BOLLIN AV I-10 CALLE AGRADO N-15 N-13 L-11 L-9 K-10 BONFIELD CT M-8 N-15
AGUSTA AV G-10 M-10 AVENIDA CAFE K-9 BARCELONA ST G-12 BORDEAUX AV I-10 CALLE AGRAMONTE M-10 G-9 ALTA COLINA RD L-10 L-9 G-13 BOWLINE BL E-13 CALLE AGUILA K-13 AILEEN ST F-10 L-11 AVENIDA DE APRISA B-10 BARODA DR M-12 E-14 K-13 F-11 M-10 B-11 BARRY ST I-12 BRADFORD AV E-10 CALLE ALBERCA F-8 G-10 ALTA SAGUNA CT G-8 B-9 BARTON AV E-10 E-11 F-9
AIRPORT WY E-14 ALTA VISTA PL L-9 C-9 E-11 BRAMBLE CT E-10 CALLE ALTO K-15 ALBORADA DR G-8 ALVISO DR E-7 D-9 BAYWOOD AV G-10 BRANDYWINE CT N-9 L-15 ALDER VIEW LN M-10 F-7 AVENIDA DE AUTLAN C-8 G-9 BREA CT F-9 CALLE AMOROSA M-13 ALGONQUIN CT I-10 AMBER DR I-7 C-9 BAYWOOD CT G-10 BREEZY DR J-14 CALLE ANAPOL B-11 I-9 J-7 D-7 BEARDSLEY RD A-10 BRENTFORD CT H-8 CALLE ARBOLES K-14 ALIENTO WY L-11 ANACAPA DR H-7 D-8 A-9 BRENTLY AV H-10 CALLE ARENA N-10 ALLEY C-12 H-8 D-7 B-8 H-11 N-11
F-10 H-9 AVENIDA DE LA ROSA M-7 B-9 H-12 CALLE ARGOLLA K-12 H-10 ANCHORS DOWN E-8 M-8 C-7 BRIAN CI G-12 K-12
H-11 ANDANTE CT N-10 AVENIDA DE MARGARITA B-11 C-8 BRIAN CR G-12 CALLE AURORA E-7 H-12 ANGUILA PL L-12 AVENIDA DEL MANZANO F-9 D-6 BRIARFIELD ST H-9 F-7 I-11 ANTONIO AV K-7 AVENIDA ENCANTO M-11 D-7 I-9 CALLE AVION F-10 I-12 K-8 M-12 BEDFORD CT H-10 BRIDGEHAMPTON WAY J-14 CALLE BELLA VISTA E-10 I-13 ANTONIO DR J-7 AVENIDA GAVIOTA K-11 BEDFORD DR H-10 K-14 E-9 J-7 K-7 K-12 H-9 BRIDGEHAMPTON WY J-14 CALLE BELLOTA J-8 L-13 K-8 L-12 BEECH VIEW CI N-10 K-14 CALLE BODEGA N-10 N-9 APACHE CT I-9 AVENIDA MAGDALENA F-11 BEECH VIEW CR N-10 BRIDGEPORT LN G-12 N-11 N-10 ANTONIO AV J-7 AVENIDA NAVIDAD L-10 BEECHWOOD ST G-10 H-12 CALLE BOLERO K-15 O-10 APPIAN WY J-8 L-9 G-9 BRIDGETON WY K-13 L-15
ALLEY 1 I-12 K-8 AVENIDA SAN ANTERO K-8 BELAIR CT J-10 BRISTER PARK CT J-13 CALLE BONITA M-10 ALLEY 2 I-12 APPLETREE AV K-13 K-8 J-9 J-14 M-10
ALLEY 3 I-12 K-14 AVENIDA SOLTURA G-8 BELDEN AV I-11 BRONSON ST H-10 CALLE BRISA K-10 ALLEY 4 I-12 APPLETREE CT K-14 G-9 I-12 BROOKHAVEN AV I-10 K-9 ALLEY 5 I-12 AQUA VERDE CT L-11 AVENIDA VALENCIA K-11 BELL RANCH RD L-7 I-9 L-10 ALLEY 6 H-12 ARABIAN PL N-10 K-12 BELLAFONTE CT J-13 BROOKHILL DR I-7 CALLE CAMELLIA F-10 ALLEY 6 I-12 ARBOLEDA RD L-8 AVIADOR ST C-11 K-13 I-8 F-11 A
B
1 of 6
City of Camarillo Street Name Index

STREET MAP STREET MAP STREET MAP STREET MAP STREET MAP STREET MAP CALLE CANCUN L-8 CALLE LA ROCHA F-10 C-9 CAMINO DEVILLE M-13 CENTRAL AV A-10 CONROY AVE L-7 L-9 F-11 D-8 N-13 B-10 CONSTITUTION AV I-14
CALLE CANON N-11 CALLE LA RODA F-10 D-9 CAMINO EL RINCON M-12 B-11 CONVAIR ST D-13 CALLE CARGA K-15 F-11 CALLE VIEJO K-13 M-13 CERRITOS E-10 D-14 L-15 CALLE LA SOMBRA E-11 K-13 CAMINO ESPLENDIDO E-10 CERRO CREST DR F-7 CORBY AV J-8 CALLE CATALUNA N-15 F-11 CALLE VISTA E-10 CAMINO ESTRADA F-10 F-8 J-9 CALLE CIRCULO F-10 CALLE LARIOS F-9 CALLEGUAS RD N-13 F-9 CERRO VISTA WY G-8 CORDOVA ST G-9 F-11 CALLE LOS ACEITUNOS D-7 N-14 CAMINO LA MADERA F-10 G-9 CORONA ST J-10 CALLE CITA J-7 CALLE LOS GATOS E-10 CALLLA GUERRA F-10 F-9 CERVATO DR N-8 CORONADO CT H-11 J-8 E-11 CALLLA SOMBRA F-11 CAMINO LA POSADA E-6 CERVATO CT O-9 CORRIENTE CT F-7 CALLE CONVERSE F-8 CALLE LOZANO M-10 CALVADOS DR M-12 CAMINO LAS RAMBLAS P-7 CERVATO DR O-8 G-7 F-9 M-10 CAMARILLO CENTER DR E-13 P-8 O-9 CORTE AGUACATE F-9 CALLE CORVA D-7 CALLE LUMINOSO O-9 F-12 CAMINO LEON M-12 CHANDLER ST H-11 CORTE AMIGOS I-8 CALLE COVINA K-9 CALLE MADURO D-10 F-13 M-13 I-11 CORTE ANTIGUA N-15 CALLE CUESTA L-13 D-9 G-12 CAMINO RANCHERO K-12 CHAPALA DR H-11 CORTE ARBUSTO K-8 M-13 CALLE MAPACHE K-11 CAMARILLO DR G-8 CAMINO RUIZ L-12 CHAPEL DR G-12 CORTE AUGUSTA C-9 CALLE DE ANEPOLA B-11 L-11 H-7 L-13 H-12 CORTE AZAL G-9 CALLE DE DEBESA D-6 CALLE MENDOTA L-10 H-8 M-13 I-12 CORTE BARATA N-15 D-7 L-11 CAMARILLO MOBILE PARK CI G-12 CAMINO TIERRA SANTA D-10 CHARTER OAK DR I-7 CORTE BARROSO C-10 D-6 CALLE MIGUEL F-11 CAMARILLO MOBILE PARK DR G-12 D-11 I-8 CORTE BOCINA L-10 CALLE DE LA ROSA K-12 F-11 CAMARILLO OAKS APTS. F-11 CAMINO TOLUCA E-10 CHELSEY CT G-8 M-10 K-13 CALLE MIRASOL F-11 G-11 E-11 CHEROKEE CT I-10 CORTE CABALLOS I-7 K-14 F-11 CAMARILLO OUTLET F-12 E-10 I-9 I-8
K-13 CALLE NAVARRO F-10 CAMARILLO PL L-12 E-11 CHERRY RIDGE DR M-10 CORTE CAMPANERO D-6 CALLE DE MAREJADA D-6 F-9 CAMARILLO RANCH RD K-11 CAMINO VALVERDE K-13 N-10 CORTE CAMPINA N-15 D-7 CALLE ORINDA E-7 K-12 K-13 CHERRY L-7 CORTE CAPANERO D-6 CALLE DEL NORTE E-6 CALLE ORO VISTA K-12 CAMARILLO SPRINGS RD N-14 CAMINO VERA CRUZ G-8 CHESTNUT PL N-8 CORTE CASTANO F-9 E-7 CALLE PAMARO N-13 N-15 G-9 CHRISTINA AV M-15 CORTE CERRITOS E-10 CALLE DESCANSO K-9 CALLE PARADORA K-13 N-16 CANOGA PL J-9 M-16 E-9 L-10 CALLE PLANO L-15 O-14 CANOPY DR J-14 N-15 CORTE COLINA F-9 L-9 O-15 CANTER AV H-9 N-16 CORTE CORRIDA D-9
CALLE DIA O-7 CALLE PORTADA E-7 P-14 CAPISTRANO CT H-11 CHRISTINA CT G-10 CORTE DE ENCINITAS D-6 O-8 CALLE PORTILLA F-10 CAMARILLO ST I-12 H-12 CHUCKAR LN J-8 D-6 P-8 I-13 CARISSA CT N-10 CHUKAR LN J-8 CORTE DE QUINTERO D-6 CALLE EL AVION F-10 CAMBON AV K-8 N-11 CHULA VISTA CT L-10 D-6 CALLE EL CONDOR F-10 CALLE QUESTA L-13 CAMBRIA CT I-10 CARMEN DR G-10 L-11 CORTE DOMINICA D-10 CALLE EL HALCON F-10 M-13 CAMEO CT I-10 G-11 CIELO VISTA CT N-7 CORTE ELEGANTE D-11 CALLE EL SEGUNDA G-12 CALLE QUETZAL K-16 CAMILAR DR H-8 G-12 N-8 E-11 CALLE EL VOLADOR F-10 L-16 I-8 G-13 CIPRES CT G-10 CORTE ESPALDERA M-10 CALLE ESCALON E-10 M-16 CAMINITO LUISA L-9 G-9 CIPRIAN AV K-8 CORTE ESTIMA L-10 E-9 CALLE RIOJA D-12 CAMINITO MIRADOR L-9 CARRIZO CREEK RD E-11 K-9 M-10 CALLE ESCORIAL K-14 CALLE ROCAS D-6 CAMINITO POSADA L-9 CARTAGENA ST G-12 CIRCULO JARDIN B-11 CORTE ESTRELLA D-10 CALLE FRONTE K-11 D-7 CAMINO ALGARVE K-13 G-13 B-11 D-11 K-11 CALLE SAN PABLO I-14 K-13 CASTANO DR J-9 CLAYTON CT H-10 E-10 CALLE GALVEZ N-15 CALLE SEGUNDA G-12 CAMINO ALVAREZ K-7 K-9 CLEARWATER DR N-8 CORTE FRESCA K-12 CALLE HIGUERA F-9 CALLE SENCILLO M-12 K-8 CASTANO ST J-9 N-9 CORTE FRONDOSA C-10 G-8 M-13 CAMINO AVELLANA K-8 L-13 CLUB CT C-8 D-10
G-9 CALLE SERRA L-8 L-8 CASTILLO DE ROSA M-7 COACHMAN DR M-8 CORTE GOLONDRINA F-9 CALLE LA CUMBRE F-10 L-8 CAMINO CARILLO M-12 CASTLETON ST J-13 M-9 CORTE JUBILO O-9 F-9 CALLE SUERTE K-10 M-13 J-14 COE ST F-10 CORTE LA CIENAGA C-10 CALLE LA FIESTA F-10 CALLE TAMEGA M-12 CAMINO CASTENADA F-10 CATALINA DR H-7 G-10 D-10 CALLE LA GRANADA F-10 M-13 CAMINO CASTENADA F-9 H-8 COLD SPRINGS CT E-11 CORTE LEJOS G-12 CALLE LA GUERRA E-10 CALLE TANIA O-8 CAMINO COMPADRE M-12 CEBOLLA DR L-11 COLONIA PL H-12 G-12 F-10 O-9 CAMINO CONCORDIA D-7 CEDAR DR H-12 COLONY DR L-11 CORTE LUCINDA N-15 CALLE LA PALMERA F-10 CALLE TECATE J-11 E-7 H-13 M-11 CORTE MALPASO J-11 F-11 K-11 CAMINO CORTINA E-11 CEDARBROOK WALK L-10 COMANCHE CT G-11 CORTE MONARCA L-10 CALLE LA PRADA F-10 CALLE TESORO K-10 E-11 CELESTIAL PL J-14 COMMONS PARK DR J-13 CORTE OLIVAS L-9 F-11 CALLE TIERRA VISTA C-10 CAMINO DEL ARBOL N-10 CENTENNIAL AV I-10 J-14 CORTE OLMO I-7 2 of 6
City of Camarillo Street Name Index

STREET MAP STREET MAP STREET MAP STREET MAP STREET MAP STREET MAP CORTE PASTORAL C-10 DARA ST J-10 J-8 ELDER VIEW LN M-10 J-11 GORMAN ST H-10 D-10 DARA ST J-11 J-9 ELM COTTAGE CT K-14 J-12 I-10
CORTE PICADO N-15 J-9 COST G-10 K-14 K-10 GRACE CT H-8
CORTE PICO VERDE M-10 DARNELL CT H-11 DOCKSIDLN H-11 ELM DR H-13 K-8 GRACES AV K-8 CORTE PINATA O-8 DASH LN I-13 EDGEMONT DR G-10 I-12 K-9 GRACIA ST J-10 P-8 DAVENPORT ST J-13 EDGEMONT DR H-10 I-13 L-8 K-10
CORTE REGALO D-11 J-14 EDGEMONT DR H-9 ELM VIEW DR M-11 L-9 K-9 E-11 DAWSON DR I-12 EDGEWATER LN H-11 EMORY LN E-14 FORAR CR K-9 GRAHAM AV I-11 CORTE RIVIERA C-10 I-13 ELM VIEW DR M-10 EMPRESS AV H-10 K-9 I-12 D-10 I-14 ELMA ST J-10 H-11 FIELDCREST DR M-9 GRANADA ST G-12 CORTE ROSALINDA F-9 DAWSON PL I-13 FARIA ST J-10 ENCINO AV E-9 FOUNTAIN ST J-13 G-13 G-9 DEERFIELD CT I-9 GERMAIN ST J-9 ENCINO DR E-9 FIELDGATE DR K-7 GRANDVIEW CR H-12 CORTE SAFIRO N-15 DEERHUNTER LN I-11 GRANGER ST H-10 ESCONDIDO CT H-11 K-13 H-13 CORTE SOL D-11 DEERHURST AV K-14 HABRA CT G-10 ESTABAN DR F-7 FRANCIS AV K-9 GRANDVIEW DR H-13 CORTE TELA I-8 DEL CIERVO PL K-8 HAYDEN ST H-10 F-8 FRAZIER ST N-10 I-13 CORTE TIARA L-10 K-9 HELMA CT J-10 G-8 N-9 GRAVES CT G-10 CORTE TULAROSA C-10 DEL NORTE RD B-11 EARL JOSEPH DR E-10 ESTANCIA PL L-12 FREEDOM PARK DR D-14 GREEN GLADE CT E-11 CORTE TUNITAS N-15 DEL PRADO DR H-11 E-11 ESTON ST J-10 FREMONT CR N-9 GREEN LAWN AV E-10 CORTE VIENTO D-11 DEL RAYO CT L-8 F-10 J-11 N-9 E-11
CORTE VINA F-9 DEL TIO CT C-7 HOLLY RIDGE DR M-10 EUBANKS ST D-13 FRONDOSA C-10 GREEN VALE DR E-10 G-9 DELGADA AV N-15 HOLLY RIDGE DR N-10 D-14 FULTON ST I-12 GYPSY LN J-7 CORTE VISTORA L-10 DELGADA CT H-11 KARENA CT J-10 EUCLID CR H-9 CORTEZ CR M-13 DELGADA ST N-15 LANDEN ST I-8 EXETER CT I-9 GABRIELA CT N-7 HABIT TL E-14 COTTAGE GROVE AV K-13 N-16 LANDEN ST J-8 GALANO DR L-11 HACIENDA CR L-11 L-13 DELOZ DR M-12 LAUREL RIDGE LN M-10 FACTORY STORES DR F-13 L-12 L-11 COTTAGES CT J-13 DERBY ST H-9 LEISURE VILLAGE DR N-11 F-12 GARCES AV K-8 HACIENDA DR L-11 COUNTRY VIEW PL E-6 I-9 LEISURE VILLAGE DR O-10 FAIRCHILD AV H-10 GARDENIA AV G-8 HARRIS AV G-9 CRANBROOK ST G-8 DESEO AV E-6 LEISURE VILLAGE DR O-11 H-11 G-9 HARTMAN DR O-14 H-8 E-7 LOOP DR I-7 FAIRGROVE CR J-7 H-8 HARTNELL ST I-11 CREEKSIDE CI M-10 F-6 EAST PARK J-13 J-7 GASPAR ST E-11 HARVEST LN M-8 M-11 DEWAYNE AV J-8 LOOP DR J-8 FAIRWAY CT E-6 GAZEBO LANE J-14 M-9 CREEKSIDE RD L-10 J-9 LUCERO CT G-10 FAIRWAY DR E-6 K-14 HEATHER ST M-12 L-11 DEXTER ST H-10 LYNDHURST AV G-9 F-6 GAZEBO LN J-14 HEBERT DR G-12 M-11 DIAMOND DR C-7 LYNDHURST AV H-9 F-7 K-14 G-13
CRESTVIEW AV C-10 C-8 MAPLE VIEW CR M-10 FALLEN LEAF AV K-14 FORTUNA AV K-8 HEDGE LN J-14 C-9 D-8 MAPLE VIEW CR M-11 FARNWORTH ST H-10 GEMINI AV I-10 K-14 D-10 DOCKSIDE LN G-11 K-13 I-10 GEMINI CT I-10 HEDON CR K-9 D-9 H-11 MODESTO AV H-10 FAYTON CT G-8 GENEIVE CR H-13 HERBERT DR G-12 E-10 DOMINGUEZ ST D-11 MULLBERRY RIDGDR N-10 H-8 H-13 G-13 E-9 E-11 MUNSON ST I-9 FELICIA ST M-12 GENEIVE ST H-12 HERITAGE PL N-9 F-10 DOMINICA CORTE D-10 OAK MEADOW PL I-8 FENMORE AV J-8 H-13 HERITAGE TR N-10 CROYDON AV K-8 DORMAN ST I-8 EASTON ST J-11 J-9 GERMAIN ST K-9 N-9 K-9 I-9 EDGEWATER LN G-11 FENMORE CT J-9 GETMAN ST G-9 HERRON CT G-8 CURT DR J-10 DUMETZ ST I-11 EL BOSQUECILLO F-10 FERNRIDGE CT L-9 GITANA AV M-15 HARRIS AV G-10 I-12 EL CAPITAN PL L-12 M-9 FULTON ST I-11 HICKORY VIEW CR M-10 DAILY DR B-11 DUNNIGAN ST H-10 EL CARAZON CT K-11 FIELDCREST DR N-9 N-15 HIDALGO CT H-12 C-11 I-10 L-11 FIELDGATE DR K-8 N-16 HIDALGO ST M-12
E-11 DURANGO CT H-11 K-11 FIESTA AV I-10 GLENBROOK AV G-8 HIGH ANGLE HW E-13 F-11 DURKIN ST J-10 L-11 FIESTA DR I-10 G-9 E-14
F-12 J-11 EL CORTIJO PL L-10 FIFTH ST H-14 GLENN DR I-12 HIGHLAND DR I-7 G-12 DURLEY AV D-14 EL GALLARDO P-16 FIGLEAF RD L-7 I-13 G-6 H-12 E-13 EL LAZO CT N-10 FINO AV O-15 GLENPOST DR J-13 G-7 I-12 E-14 EL NIDO CT J-8 FIR ST H-12 GOLDEN POND DR J-14 H-7 DANBROOK AV I-8 DUSK DR J-14 J-8 H-13 K-14 I-6
DANBURY DR M-8 DUVALL AV H-10 EL RANCHO DR I-8 FIRE STATION 50 E-13 GOLDENRIDGE CT L-9 HIGHLAND TE G-7 M-9 H-11 EL REPOSA DR P-7 FIREBIRD CT N-9 M-9 H-7
DAPHNE ST H-8 DWIGHT AV I-10 EL SONETO CT G-12 FLORA VISTA AV K-13 GOLDENSPUR DR G-7 HILLCREST DR L-11 DAPPLE AV H-9 J-10 EL TUACA CT E-8 FLYNN RD J-10 GOLF VILLA WY C-7 L-8 F
G H
D
3 of 6
City of Camarillo Street Name Index

STREET MAP STREET MAP STREET MAP STREET MAP STREET MAP STREET MAP M-9 KENNETH ST H-13 G-9 H-8 H-13 MONTESSA DR N-10
HILLTOP LN P-7 KEYSER RONDO I-11 H-9 LIDO CT H-12 MARLEE LN I-13 MONTSALAS CT K-9 P-8 KLAMATH DR I-8 I-8 H-9 MARRISA WY K-9 MOONSHADOW CR M-9 P-9 KNIGHT RONDO I-11 I-9 LOIS LN G-13 MARSALA WY L-10 MORENO DR H-7 HOBART DR G-9 J-8 LOPACO CT E-8 MARSH RONDO I-11 H-8
H-9 LA CRESCENTA DR D-8 K-7 LORETA CT J-10 MARSHALL DR I-13 MORONGO DR O-8 HOLLY DR I-12 JOSHUA PL N-10 K-8 LORI LN I-7 MARTINA ST D-11 O-9 I-13 LA CULEBRA CR L-10 L-7 LOS ALISOS CT G-12 MAXINE DR H-8 P-9 HORIZON CI E-14 L-9 LANTANA ST G-9 LOS COYOTES PL O-7 MAYA LINDA J-11 MORTER LN I-13 HOUCK ST D-14 LA MARINA DR D-10 E-10 P-7 MCLEOD RONDO I-11 MOUNTAIN VIEW DR M-12 HUGHES DR G-12 LA PATERA CT D-7 E-11 P-8 MEADOWBLUFF CT M-9 N-11 G-13 E-7 F-13 LOS DAMASCOS PL K-8 MEADOWRIDGE CT L-9 N-12 HUGHES RD G-12 LA PATERA DR D-7 LAS TUERO CT E-8 L-8 M-9 MULBERRY RIDGE DR M-10 G-13 D-8 LAS VEREDAS PL K-8 LOS NOGALAS AV I-9 MEADOWVIEW DR L-10 M-11 HUNT CI L-11 E-7 LATHAN AV G-8 I-9 M-10 N-10
HYACINTH ST G-8 E-8 G-9 J-9 MELIA ST G-9 N-11
LA PLATA DR C-7 LAUREL PARK CR L-11 LOS PUEBLOS DR L-11 MENTA LN E-9 MUNSON ST I-8 IDA ST H-12 KENDALL AV J-9 L-11 M-11 MERCED DR I-8 I-9
INEZ ST M-15 KENNETH ST H-12 LAUREL PARK DR L-11 M-12 J-8 MURRAY AV H-11 HILLRIDGE DR L-9 LA PORTE ST M-11 M-11 LOS SANTOS CT G-12 MAYBROOK AV I-8 H-12 INGLENOOK DR L-7 LA PUMA CT L-8 LAYTHAN AV G-8 LUCERO ST G-10 MCCULLOCH ST I-11 MUSTANG ST E-11 IRENA AV M-15 KIMBERLY AV I-9 G-9 LUNA DR D-11 MCHALE CT J-8 N-15 KINO ST H-11 LEAFWOOD DR I-7 LYNDHURST AV G-8 MERRITT AV I-11 NANCY ST H-8 IROQUOIS CT I-9 LA PUMA CT L-9 LEATHERWOOD CT K-13 LYNNWOOD DR L-9 I-12 NATALIE WY H-7 ISABEL AV M-15 LA RAMADA DR N-8 LEATHERWOOD ST K-13 M-9 MESA DR H-7 NEISH ST H-8 N-15 N-9 L-13 I-7 NELLORA ST I-12
ISLA CT J-10 LA SENDA CT N-9 LEISURE VILLAGE DR M-11 MADRESELVA CT M-11 J-7 NEWQUIST CT G-8 ITAMO ST O-16 O-9 M-12 MAGNOLIA ST I-13 MESQUITE ST L-11 NOPALES DR L-7 HUERTA CT J-7 LA SIERRA CT M-7 LEMON DR H-8 MALLATT WY G-12 MIAN F-12 NORDMAN DR G-10 IVY GARDEN CT J-13 M-8 I-8 MANDALAY CT H-9 MIKE LOZA DR I-13 NORMA CT H-8 LA SUEN DR H-7 J-8 MANZANITA ST M-12 MILBURN ST H-12 NOVINA PL L-11 JALISCO CT H-12 H-8 LEONARD ST I-10 MANZANO ST L-13 MILPAS ST K-13 L-12 JAPONICA AV K-13 LA TUNA CT K-8 I-11 MAPLE VIEW CI M-10 MIRA FLORES CT M-11 NUEVE CT M-11 K-14 L-8 LEVEN AV K-8 M-11 MIRA MAR ST H-13 M-12
JAPONICA CT K-13 LA VERADA CT G-13 LEWIS RD I-11 LYNDHURST AV H-8 MISSION DR H-7 NUEZ ST L-13 JAPONICA PL K-13 LA VETA DR L-11 I-12 MAPLECREEK WK L-10 H-8 JAY AV F-10 L-12 I-13 MAR VISTA DR J-7 H-9 OAK CANYON RD N-10 F-11 LADA AV N-15 I-14 K-7 MISSION OAKS BL I-12 OAK MEADOW PL J-8 JEFFREY RD N-8 O-15 I-15 MARCO DR K-8 MESQUITE ST L-12 OAK ST H-12 INEZ ST M-16 O-16 J-10 K-9 J-12 H-13
JEWEL CT C-8 LADERA VISTA DR L-11 J-11 MARDIGRAS CT G-11 K-12 OAKHURST CT I-10 D-8 LAKEHURST AV J-8 K-10 MANSFIELD LN H-8 L-10 I-9
JODY LN H-8 J-9 K-8 MANSFIELD LN I-8 MILLIGAN DR J-10 OBRIEN CR I-11 JONNA CI G-12 LAKESIDE AV G-11 K-9 MANZANITA ST L-12 L-11 JOSE AV K-8 G-12 L-7 MARGARITA AV M-15 MILPAS ST L-13 OLD COACH DR F-7 K-9 LANDEN ST I-9 L-8 MARIA LN H-7 L-12 OLD RANCH RD N-10 ITAMO ST O-15 LANTANA ST G-10 LEXINGTON CT I-9 MARIANO ST D-6 M-10 N-8 JOSHUA PL N-9 G-11 LIDO CT H-11 E-6 N-10 N-9
JOSHUA TR N-9 G-12 LIGHTWOOD ST J-13 MARINE VIEW DR F-8 N-8 OLIVEBROOK WK L-10 JOVANA CT L-8 G-8 LOMA DR I-7 F-8 N-9 OLIVO CT K-9
JULIA CT J-10 LAS ESTRELLAS CT L-8 J-7 MARIPOSA DR L-11 MISSION TR H-7 ONDA DR H-11 J-9 LAS POSAS RD E-12 J-8 L-12 MISSION VERDE DR M-10 ORANGE DR J-7 E-13 J-9 M-12 MOBIL AV H-10 ORANGE LN J-7
KAYLEE LN I-13 E-14 LOMITA ST I-12 MARIPOSA PL L-12 H-11 ORCHARD VIEW H-13 KELLEY AV I-11 F-10 LONSDALE ST H-9 M-12 H-12 ORENA CT F-9 KENDALL AV I-9 F-11 I-9 MARISSA LN H-6 H-9 OSAGE CI M-10 J-10 F-12 LOOP DR J-7 H-7 MODESTO AV G-10 OTERO CT F-8
J-8 F-9 H-7 MARKER AV H-12 MONTE VISTA DR H-12 OTONO CT M-11 N
O
J
M
I
K
L
4 of 6
City of Camarillo Street Name Index

STREET MAP STREET MAP STREET MAP STREET MAP STREET MAP STREET MAP OUTRIDER LN I-13 F-14 RIDGE VIEW ST K-13 SAN RAFAEL AV N-9 F-9 L-11 OVERLAND RD E-12 G-14 L-13 SAN RAFAEL WY N-9 SILVER SAGE CT E-11 TALUD TE K-11 H-14 M-14 O-10 SKEEL DR F-10 TAMARIX ST G-9
PADRE LN K-9 I-14 N-14 O-9 F-11 H-9
PALA VISTA L-8 J-14 N-15 N-9 G-10 TANGLEWOOD DR I-7
PALM DR I-12 K-14 K-13 SAN VITO LN L-10 G-9 TAXCO CT H-11 I-13 L-14 L-13 SAN YSIDRO ST J-7 SKYWAY DR D-14 TEJON CT H-10 PALMER AV I-11 PLUMBAGO ST G-9 M-14 J-8 E-14 TEMPLE AV I-10 I-9 POGGI ST F-10 RIDGEWOOD DR M-9 SANCHEZ DR K-8 SOBRE COLINAS PL L-12 I-11 PALOMAR CI N-8 PONDEROSA DR J-7 RIO HATO CT J-7 SANITATION RD L-16 SOLANO DR O-8 I-7 PANCHO RD K-15 POSADA DE PETALOS B-11 RIO HATO CT J-8 SANTA ANITA CT H-8 SOLARES ST E-11 I-8 PARADISE CR I-7 POSADA LILLIA PETALO B-11 RIPLEY ST E-11 SANTA ROSA RD L-11 SOMIS RD L-7 I-9 PASEO MARGARITA M-15 POST ST D-14 RIVERDALE CT J-13 L-12 SONORA DR H-11 J-10 PASEO RECOSO M-10 E-14 RIVERMORE ST J-8 L-13 H-12 J-11
PASEO DE CORTAGA F-11 PRAIRIE ST E-11 ROBLES ST L-13 M-11 SORREL ST H-9 TERRA BELLA CT N-7 PASEO ENCANTADA N-15 PRAIRIEVIEW ST L-10 ROBYN WY G-12 N-10 SOUTHFIELD RD H-14 N-8 OLD COACH DR G-6 PRECILLA PL H-8 ROCKHAMPTON DR J-13 N-11 SPANISH MOSS PL E-11 TERRA BELLA LN M-7 OLD COACH DR G-7 PRESLEY CT M-7 ROCKLYN ST H-9 O-10 SPARKMAN AV H-10 N-7 PASEO ESPLENDIDO E-10 PRIMA CT G-10 I-9 O-9 SPINDLEWOOD AV K-13 N-8 PASEO LOMA G-13 PROMENADE DR F-12 ROMAN AV J-8 P-8 K-14 TIERRA BUENA CT G-13 PASEO MARAVILLA L-9 PUEBLO VISTA O-9 J-9 P-9 SPINDRIFT CT M-9 TIERRA LINDA CT F-9 M-15 ROMERO PL K-8 SANTO DOMINGO K-9 SPPRINGVILLE DR D-11 G-9 PASEO NOCHE O-9 QUAILRIDGE DR M-9 RONDELL RD L-8 SATURN AV I-10 D-12 TIFFANY CT H-8 PASEO RICOSO M-10 QUARTSITE DR L-7 M-7 I-9 SPRING OAK RD E-11 H-9 PEOPLES AV I-12 QUITO CT O-9 ROSA VISTA TE M-8 SAUSALITO DR F-9 SPRING PARK RD J-13 TIVERTON DR K-13 PEPPERWOOD DR I-7 P-8 ROSETTA WY K-9 G-9 J-14 TOWER CT C-8 PETIT ST I-12 P-9 ROSEWOOD AV F-10 SAWBUCK ST E-11 SPRINGVILLE DR D-11 TOWN CENTER EAST E-12 I-13 ROSEWOOD AV F-11 SCHOOL ST K-12 D-12 TOWN FOREST CT J-13 J-13 RAEMERE ST H-12 ROSEWOOD AV F-12 L-12 SPYGLASS WY M-9 J-14 K-12 I-12 ROWLAND AV H-10 SEBASTIAN ST D-11 STACY LN M-8 TOWNSITE PROMENADE D-11 PHEASANT HILL RD I-11 RAMBLING ROSE M-8 H-11 SELBY CI K-8 N-8 E-11 PICKET AV K-14 RAMONA DR D-6 H-12 K-9 STAGE TRAIL RD E-11 TRANQUILA CI K-10 K-13 D-7 ROYCE CT G-9 SELBY CR K-8 STANFIELD DR L-7 K-11 PICKWICK DR H-11 E-6 H-9 SEMINARY RD L-7 STAUNTON ST I-11 TRANQUILA DR K-10 I-11 RAMONA PL D-8 RUBIO AV G-12 M-7 I-12 K-11
PALMER AV I-10 RANA PL L-11 G-13 SENAN ST K-8 STEARMAN ST E-14 TRANQUILITA CR K-11 PIERSIDE LN H-11 L-12 H-12 SEQUAN CT G-10 STERLING HILLS DR C-7 TREE FERN CT E-11 G-11 RANCHO ADOLFO CT K-11 RUBIO ST H-13 SERAPE PL J-8 D-7 TRELLIS PL K-13 PINEHURST PL G-10 RANCHO ADOLFO DR K-10 SERENO PL D-10 STILES AV J-10 TREVOR DR L-8 PINO CT E-10 K-11 SADDLEBACK CR N-10 SERRA ST D-11 STILES ST J-10 TRUMAN ST I-10 E-9 L-10 SADDLEBACK TR N-10 E-11 STINSON ST E-14 TUSCAN GROVE PL P-8 PIONEER ST E-11 L-11 SAFFRON CT L-8 SETTLER ST E-11 STONE MEADOW CT I-10 TWILIGHT CT J-13 PLACITA BUENA ROSA K-11 RANCHO CALLEGUAS K-11 SAGE BROOK CT E-11 SEVILLA ST G-13 I-9 J-14 PLACITA SAN DIMAS K-8 K-12 SAN ARDO CT N-9 H-13 STONE MEADOW DR I-9 K-8 RANCHO CALLEGUAS DR K-11 SAN CLEMENTE WY H-6 SEYBOLT AV G-10 STONEGATE RD E-11 UPLAND RD L-7 PLACITA SAN LEANDRO K-8 K-12 H-7 SHADETREE WAY J-13 STONEMEADOW CT I-10 L-8 PLACITA SAN RUFINO K-8 RECODO WY M-10 SAN COMO CT N-16 SHALIMAR ST I-10 I-9 M-8 PLATA ROSA M-8 N-10 SAN COMO LN N-15 SHARON DR J-10 STONETREE ST K-14 N-8 PLATA ROSA CT M-8 RED OAK PL G-10 N-16 J-11 STURGIS RD B-15 O-8 PLAZA DEL RANCHO G-12 REDDINGTON CT G-9 O-16 SHASTA PL N-10 SUE SUE LN G-13 O-9 G-13 REFUGIO CT L-12 SAN DIMAS AV N-15 SHEPHERD DR J-9 SUMMERFIELD ST M-8 PLAZA LA VISTA F-12 REGENT ST H-11 SAN FRANCESCA DR M-10 SHERBORNE ST H-10 SUMMERTON CT J-13 VALLE LINDO DR G-10 F-13 RENDAR LN I-13 SAN MIGUEL DR G-7 I-10 SUNDANCE WY M-9 G-11 PLEASANT VALLEY RD B-15 RESEDA CT J-8 H-7 SHIRLEY ST H-13 SUNER CR K-8 VALLEY VISTA DR E-10 C-14 REXTON DR L-8 SAN ONOFRE CT O-9 SHORELINE ST G-11 E-8 C-15 RIAVE CT M-7 SAN ONOFRE DR N-8 H-11 TABOR CR I-7 E-9 D-14 N-7 N-9 SIERRA MADRE DR I-9 TAHOE PL N-9 F-7
E-14 RIDDEN ST J-8 O-9 SIERRA MESA DR F-8 TAHQUITZ DR K-11 F-8 Q
R
P
S
T
U
V
5 of 6
City of Camarillo Street Name Index

STREET MAP STREET MAP STREET MAP STREET MAP STREET MAP STREET MAP VANGUARD DR I-8 K-13 VIENTOS RD F-7 VILLAGE 39 O-10 WHITE ROCK RD J-14 VANITA PL H-8 VIA JACARA K-11 VIKING DR I-8 O-10 WICKFORD PL J-13 VENTOSO AV N-10 VIA LA SILVA F-9 VILLA ADOBE L-11 VILLAGE 40 O-10 WILCOX ST H-10 VENTURA BL B-11 G-9 VILLA ADOBE DR L-11 O-10 I-10
C-11 VIA LATINA DR N-10 VILLA CAMARILLO APTS. G-11 VILLAGE 41 O-10 WILDEN LN H-8 C-12 N-9 VILLA MALLORCA PL M-10 O-10 WILDON RD G-13
D-12 VIA LEAL I-8 M-11 VILLAGE 42 O-10 WILLIS AV D-14
F-12 VIA LISBOA K-13 VILLAGE 1 M-11 O-10 E-14
G-12 K-13 M-12 VILLAGE 44 O-10 WILLOW GLEN CT K-14
H-12 VIA LOMA ST N-8 VILLAGE 3 M-11 O-9 WILLOW VIEW DR M-10 I-12 VIA LORENTE N-15 M-12 O-10 N-10
VERDUGO AV N-10 VIA MANTILLA K-7 VILLAGE 4 M-12 O-9 WINCHESTER WY M-9 VERDUGO WY L-12 VIA MARISMA K-13 VILLAGE 5 M-11 VILLAGE AT THE PARK DR J-13 WINDSOR CT G-8 L-13 K-13 M-12 K-12 WOLVERTON AV J-8
M-13 VIA MARQUESA K-12 VILLAGE 6 M-11 K-13 J-9
VERDULERA ST C-12 L-12 M-12 VILLAGE COMMONS BL J-13 WOOD RD C-11 VETERANS WY I-12 VIA MATILIJA K-7 N-11 J-14 C-12
VIA ACIANDO K-8 VIA MEDANOS K-12 VILLAGE 7 M-11 VILLAMONTE CT K-7 C-13 VIA ACIANDO L-8 K-12 VILLAGE 8 M-11 VINCENTE AV K-8 C-14 VIA ACORDE H-8 VIA MONTANEZ N-15 N-11 VISCAINO ST E-11 C-15 H-9 N-15 VILLAGE 9 M-11 VISTA ALCEDO O-8 WOODCREEK RD M-10 VIA ALBA O-9 VIA MONTECITO O-8 VILLAGE 11 N-11 O-9 M-11 VIA ALCAZAR F-8 O-9 VILLAGE 13 N-11 P-8 M-8
VIA ALCORDE H-8 VIA MONTOYA I-10 VILLAGE 14 N-11 VISTA ALCEDO P-9 M-9 VIA ALLEGRA B-11 VIA OLIVERA K-11 VILLAGE 15 N-11 VISTA ARRIAGO N-15 WOODGATE CR G-11 B-11 K-12 VILLAGE 16 M-12 VISTA COTO VERDE F-8 WORTH WY M-7 VIA ALONDRA J-10 VIA PACHECO L-10 VILLAGE 17 M-12 G-8 M-8 J-11 L-11 N-12 VISTA CT I-10 N-6
VIA ARACENA D-8 VIA PAJARO K-9 VILLAGE 18 M-12 I-9 N-7
D-9 VIA PALOMA K-13 VILLAGE 19 N-12 VISTA DEL CAMPO E-7 O-6 VIA ARANDANA K-8 K-13 VILLAGE 20 M-12 VISTA DEL CIMA E-7 WRIGHT RD B-7 L-8 VIA PESCADOR J-11 N-12 F-7 C-7
VIA ARANDANA K-8 K-10 VILLAGE 22 N-12 VISTA DEL MAR AV E-8 C-8 L-8 K-11 VILLAGE 23 N-11 F-8
VIA BONITO K-9 VIA PRESIDIO K-10 N-12 VISTA DEL SOL F-11 YEARLING CT G-11 VIA CALDERON L-12 K-9 VILLAGE 24 N-12 F-11 YOLANDA ST H-11 M-12 VIA REAL K-10 VILLAGE 25 N-11 VISTA MERCADO J-10 YORBA LINDA PL L-11 VIA CANTILENA K-12 VIA ROSAL K-13 N-12 K-10 L-12
K-12 K-14 VILLAGE 26 N-11 VISTA MONTANA E-6
VIA CARRANZA L-10 VIA ROTA N-15 N-12 F-6
M-10 N-15 VILLAGE 28 N-11 VISTA PALACIO K-11
VIA CON DIOS F-7 VIA SECOYA L-8 N-12
VIA CORZA I-8 L-9 VILLAGE 29 N-11 WAGNER LN I-13
VIA COZUMEL N-15 VIA SERENA K-10 VILLAGE 30 N-11 WALKER AV I-10 VIA CRISTAL L-12 VIA SILVESTRE M-10 VILLAGE 31 N-11 I-11 VIA CUPERTINO L-10 VIA SINTRA K-13 VILLAGE 32 N-11 I-12 L-11 VIA TERRADO C-9 VILLAGE 33 N-10 WAVERLY AV I-10
VIA DE CANTO L-10 D-9 N-11 WAVERLY CT I-10
VIA DEL CERRO E-7 VIA TERRASOL F-8 O-10 WAYSIDE CR J-7
VIA DEL NOGAL I-8 VIA TOMAS I-8 O-11 WENDELL ST I-9
VIA DEL ROSAL K-13 VIA VELA I-8 O-11 J-9
K-14 VIA VENETO E-8 VILLAGE 34 O-11 WESTLAND DR I-13
VIA DEL SOL K-10 VIA ZAMORA D-10 VILLAGE 35 O-10 WESTON CI J-8 K-9 D-11 O-10 J-9
VIA DEL SUELO I-8 VICUNA DR L-7 VILLAGE 37 O-10 WESTPARK CT I-13 VIA DULCE K-9 M-7 O-10 J-12
VIA FRESCO L-9 VIEJO DR H-11 VILLAGE 38 O-10 J-13
VIA GABILAN K-13 H-12 O-10 WESTWOOD DR I-8
W
Y
6 of 6

WRIGHT RD

WRIGHT RD
O
C-7
B-8
B-7 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 B-7 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

PATINA CT (PVT)

LA PLATA DR (PVT)

GOLF VILLA WY (PVT)

STERLING HILLS DR (PVT)

STERLING HILLS DR

BEARDSLEY RD

DIAMOND DR (PVT)

BEARDSLEY RD

DIAMOND DR (PVT)

WRIGHT RD
Beards ley
Wash

10.36'

31.09'

33.77' 10.04'

41.2'

26.37'

10.18'

7.11'

12.82'

27.52'

51.7'

34.22'

9.31'

39.36'

9.1'

33.21'

8.54'

33.82'

4.48'

44.01'
18"
18"
18" 18"
18"
18"
18"
18"
18"
18"
24"
24"
18"
18"
18"
18"
18"
18"
18"
18"
RCP
RCP

RCP RCP
RCP
HDPE
HDPE
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
C-10752
C-9997
15"
18"
18"
24"
24"
24"
24"
18"
24" 24"
24"
54"
24"
33"
33 " 36"
36" 18"
36"
18"
42"
24"
30"
30" 30"

60.63'
398
.96'
144.73'

42.36'

68.71' 48.66'

23.45'
112'
59'

65.72'
1 75.
36 '

48.29'

65.44'240.66'

50.74'

28.81'
278.22'
144'
100'
100.26' 371.07'
C-10752
C-10060
C-10074
C-10752
C-10752
C-10752
C-10752
C-9711 C-9711
C-9711
C-9712
C-9712
C-9992
C-9992
C-9992
C-9992 C-10074
C-9992
C-9992
C-9999
C-10752
C-9992A
C-9992A
C-9992A
C-10745
C-10745 HDPE
HDPE
RCP
RCP
HDPE
HDPE
HDPE
HDPE

RCP RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
HDPE
PVC
PVC
PVC
O
B-7
C-6
D-7
C-8
C-7 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 C-7 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

BEARDSLEY RD

BEARDSLEY RD
Beardsley Wash O
B-7
C-8
B-9
B-8 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 B-8 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

DIAMOND DR (PVT)

JEWEL CT (PVT)

TOWER CT (PVT)

CLUB CT (PVT)

DIAMOND DR (PVT)

BEARDSLEY RD
Beardsley
Wash

LAS POSAS ESTATES DRAIN

1.88'

29.13'

10.13'

33.07'

13.05'

11.18'

36.37'

9.51'

26.01'
41'
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
48"
21"
15"
36"
33"
36"
18"
30"
30"
24" 24" 24"
30"
30"
30"
30"
30"
24"
24"
346'
270.94'
324.58'

67.42'
16'
364.
58'
190'
110.35'
113.5'

31.5'
490'
165.8'
295.53'
398'
257' 125.28'
178'
188.19'

61.04'
C-10059
C-10059
C-9995
C-9995
C-9995
C99
9 3
C-9993
C-9993
C-9998
C-9998C-9998
C-9996 C-9996
C-9996
C-9992A
C-9992A
C-9997
C-9997
C-9995
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCPRCP
RCP
RCP
RCP
HDPE
HDPE
RCP
RCP
RCP
O
B-8
C-7
D-8
C-9
C-8 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 C-8 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

BEARDSLEY RD

AVENIDA DE APRISA

OPEN CHANNEL
OPEN CHANNEL Beardsley Wash

LAS POSAS ESTATES DRAIN

39.84'

40.24'
24"
24"
RCP
RCP
24 "
24 "
192" X 90"
192" X 84"
192" X 84"
192" X 96"
192" X 96"
192" X 96"
192" X 90"
460'
460'
130.25'
500'
190'
227.75'
15'
15'
10'
C-6718 C-6718
Y-2-2582
Y-2-2582
Y-2-2582
Y-2-2582
Y-2-2582
Y-2-2582
Y-2-2582

RCP RCP
RCB
CONC
CONC
CONC
CONC
CONC
RCB
O
A-9
B-8
C-9
B-10
B-9 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 B-9 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

AVINEDA DE AUTLAN

AVENIDA DE APRISA

CALLE TIERRA VISTA CORTE AUGUSTA (PVT)

CORTE AUGUSTA (PVT)

AVENIDA DE APRISA

CRESTVIEW AV

LAS POSAS ESTATES DRAIN

LAS POSAS ESTATES DRAIN
30'
10'
30'
30'
30' 10'
40'
24"
24"
24"
24"
24"
24" 24"
RCP
RCP
RCP
RCP

RCP RCP
RCP
132" X 102"
24"
24"
30"
24"
24"
30"
30"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
42"
18"
18"
195'

28.97'

86.48'
45'
183.66'
136.04'
122.95'
254
.88'

42.02'

87.07'
128.28' 393.33'
125.57'

61.95'
278.22' 320.28'
120'
127.95'

50.97'
C-6718
C-6718
C-6718
C-6717
C-6718
C-6717
C-6717
C-6723
C-6739B
C-6725
C-6717
C-6719
C-6719
C-6719
C-6719
C-6719 C-6723
C-6725
C-8700a
C-8700a
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
B-9
C-8
D-9
C-10
C-9 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 C-9 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

AVEN DI A DE APRISA (PVT)

CENTRAL AV

AVENIDA DE APRISA

OPEN CHANNEL

LAS POSAS ESTATES DRAIN
26'
10'
10'
40'
10'

40.44'
36'

18.66'

63.52'

4.37'
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
30"
24"
24"
24"
24"
24"
24"
24"
24"
24" 24"
30"
30"
24"
30"
192" X 84" 144" X 84"
192" X 84" 192" X 84"
144" X 84"
144" X 72"
144" X 72"
192" X 84"
192" X 84"
192" X 84"
192" X 84" 144" X 84"
192" X 84"
22'
135.35'
296.12'
23'
28'
67'
125'
70'
209'
70'
87'

36.06'
140'
30'
25'

74.84' 74.84'
50'
20'
10'
15'
500'
46'
437'
1 2
2 .
27 ' 188.66'
20'
42'
308'
1072'
C-6715 C-6715
C-6716
C-6716
C-6715
C-6731
C-6731
Y-2-2583
Y-2-2583
Y-2-2583
Y2
-
2 58
3 Y-2-2584
Y-2-2584
Y-2-2583
Y-2-2583 Y-2-2584
Y-2-2584
Y-2-2584
Y-2-2584
Y-2-2584 FLD_CHK
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CONC
CONC
CONC
C
O
N
C CONC
CONC
RCB

CONC CONC
CONC
CONC
RCB

RCB CONC
CD
O
A-10
B-9
C-10
B-11
B-10 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 B-10 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CORTE LA CIENAGA

CORTE TULAROSA

CORTE RIVERA (PVT)

FRONDOSA

CRESTVIEW AV CORTE TULAROSA

CORTE BARROSO

CRESTVIEW AV

CALLE TIERRA VISTA

CORTE LA CIENAGA

CORTE PASTORIAL
CORTE

SLOTTED
DRAIN
DRAIN

SLOTTED DRAIN

SLOTTED
DRAIN

SLOTTED
30'
33'
20'
13'
30'
15' 15'
15'

23.9'
17'
24'

32.84'
33'

21.64'
20'
6'
24"
18"
24"
24"
24"
24" 24"
24"
18"
18"
18"
18"
18"
18"
18"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
C-6717
C-6722
C-8411
C-8411
24" 24"
24"
24"
24"
24"
24"
24"
24"
24" 24"
24" 24"
24"
18"
24"
24"
24"
24" 18"
24"
24"
24"
24"
24"
24"
15' 29.11'
260'
145'
207'
20' 215'
258.01'
198.3'
315'
419.68'
170'
289'
124'
65'
150'
89'
134.33'
124'
85'
209.14'
393.33'
119.96'

87.76'
87'
C-6722
C-6721
C-6722
C-6722
C-6722
C-6722 C-6720A
C-6717
C-6719
C-6719
C-6721
C-6721
C-6716
C-6716
C-6716
C-6716
C-6717
C-6717
C-6717
C-6717
C-6722
C-6722
C-6719
C-8411
C-8411
C-6716

RCP RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
B-10
C-9
D-10
C-11
C-10 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 C-10 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

DEL NORTE RD

CENTRAL AV

W PONDEROSA DR

VIA ALLEGRA (PVT)

POSADA DE PETALOS (PVT)

AVENIDA DE MARGARITA (PVT)

CALLE ANAPOL (PVT)

CIRCULO JARDIN (PVT)

VENTURA FW

W VENTURA BL

VENTURA FW

CENTRAL AV

VIA ALLEGRA (PVT)

AVENIDA DE MARGARITA (PVT)

CENTRAL AV

POSADA DE PETALOS (PVT)

DEL NORTE RD

OPEN CHANNEL

LAS POSAS

ESTATES DRAIN

BIOSWALE
52'
76'
88'
125'
300'
C-3641
C-863C-3641
Cal-Trans_BL_D14
Cal-Trans_BL_D14
Cal-Trans_BL_D14
Cal-Trans_BL_15
18"
18"
18"
18"
21"
24"
24"
24"
24"
18"
18"
RCP
RCP
RCP
RCP
CMP
CMP
CMP
CMP
CMP
CMP
CMP
192" X 60"
30"
24"
16"
18"
18"
18"
16"
96" X 73"
30"
24"
120" X 36"
96" X 36"
96" X 73"
48" X 24"
999"
240" X 96"
24"
96" X 36"
96" X 36"
48"
245'
178'
275'

45.5'

61.5'
30'

7.55'

90.1'
45'
30'
278'
72'
VC-49907
VC-49918
VC-49907
C-4141A
C-6731
C-6731
C-1169
VC-49916
C-6731
C-1169
VC-49916
FLD_CHK
Cal-Trans_BL_D14
Cal-Trans_BL_D14
Cal-Trans_BL_D15
Cal-Trans_BL_D15
Cal-Trans_BL_14
Cal-Trans_BL_15
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
CONC
RCP
RCB
RCB
CONC
CONC
ED
RCB
RCB
ED
RCB
CMP
RCB
ED
CMP
RCB
RCB
CMP
O
A-11
B-10
C-11
B-12
B-11 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 B-11 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

W VENTURA BL

VENTURA FW

W VENTURA BL

N AVIADOR ST

W VENTURA BL

VENTURA FW

S WOOD RD

VENTURA BL
Dual Pipes
30'
18"
18"
RCP
CMP
C-15098
Cal-Trans_BL_D11
24"
18"
18"
18"
18"
18"
18"
18"
18"
18"
24"
24"
24"
48" X 24"
96" X 36"
48" 96" X 36"
36" X 24"
24" X 48"
36" X 24"
36" X 24" 36" X 24"
36" X 24"
36" X 24"
20' 80.09'
213.52'

69.88'
55'
145'
100' 125'
350.86'

22.78'
425.2' 348.33'
'
'
C-6722B
C-6720A
C-6720
C-6722B
C-6722B
C-6722B
C-6722B
C-6722B
C-6722B
C-6722B
C-6722B
C-6720A C-6720A
C-3936 C-3936
C-13639 C-3936
C-15099
C-15098
FLD_CHK
C-15098
Cal-Trans_BL_D13
Cal-Trans_BL_D13
Cal-Trans_BL_D13
Cal-Trans_BL_D13
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP

RCB RCB

RCP RCB
RCB
RCP
ED
ED
ED
RCB
RCB
ED
RCB
RCB
RCB
ED
RCB
ED
CMP
RCB
ED
O
B-11
C-10
D-11
C-12
C-11 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 C-11 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

OPEN CHANNEL OPEN CHANNEL OPEN CHANNEL

OPEN CHANNEL

CAMARILLO HILLS DRAIN

LAS POSAS ESTATES DRAIN

83.7' 118.85'
151.84'
144.06'
138.94'
C-12304 C-12304
C-12306
C-12306
C-12305
18" 18"
18"
18"
18"

HDPE HDPE
HDPE
HDPE
HDPE
999" X 999"
999" X 999"
144" X 108"
999" X 999"
999" X 999"
999" X 999"
999" X 999"
999" X 999"
900'
788'
111.35'
900'
900'
127.26'
222.74'
550'
C-12305
C-12305
C-12305
C-12305
C
C-12305 -12305
C-12307
C-12303
RCB
ED
ED
ED
ED
ED
ED
ED
O
B-11
C-12
B-13
B-12 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 B-12 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

VENTURA BL

N AVIADOR ST

VERDULERA ST

S WOOD RD
AL

W VENTURA BL

OPEN CHANNEL

OPEN CHANNEL OPEN CHANNEL OPEN CHANNEL OPEN CHANNEL

CAMARILLO HILLS DRAIN
DOUBLE
DOUBLE
DOUBLE
54'
136.24'
131.95'
133.73'

13.45'

15.89'

9.22'

13.92'

10.1'
20'
119'

74.01'

54.19'

30.35'

61.33'

78.33'
202.7'

5.56'

5.77'
105.75'
151.45'
185.09'
107.88'
104.59'

86.44' 76.93' 109.56'

10.78'

8.73'
120.86'
253.07'

59.11'
18"
18"
18"
18"
18"
42"
42"
42"
24"
24"
42"
18"
18"
18"
18"
18"
18"
18"
18"
8"
12"
15"
12"
8"
8" 12" 12"
12"
6"
10"
18"
12"
6"
RCP
HDPE
HDPE
HDPE
RCP
CMP
CMP
CMP
CMP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

HDPEHDPE HDPE
HDPE
HDPE

HDPE HDPE HDPE
PVC
PVC
PVC
HDPE
PVC
PVC
C-3936
C-13639
C-13639
C-13639
C-13644
C-13639
C-14678
C-14678
C-14217
C-14217
C-14217
C-14216
C-14870
C-14870 C-14870
C-14869 C-15744
C-17336
C-17336
C-17336
C-17336
48" X 21"
48" X 48"
48" X 48"
999" X 999" 999" X 999"
999" X 999"
999" X 999" 999" X 999"
96" X 36"
48"
96" X 36"
132" X 60"
132" X 60"
132" X 60"
132" X 60"
120" X 36"
120" X 36"
228" X 36"
120" X 36"
228" X 36"
228" X 36"
999" X 999"
54"
54"
24" X 72"
24"
24"
24" X 72"
36"
24"
24" X 72"
24"
24" X 72"
12"
18"
24"
24" 24"
999"
999" X 999"
24"
15"
12"
10"
15"
18" 15"
24"
18"
52'
900' 500'
1212.81'
176.19'
337'

95.67'
348.33'
425.2' 327' 400'
53'
318'

99.5'
50'
25'
25'
327.97'
79'
253.01'
135.63'
329.97'

58.28'
339.2'

43.32'

32.65'

21.46'

14.65'

73.4'
122.42'
154.78'

66.14'
500'
106.18'
130.27'
132.67'
200.65'
208.59'

73.91'

59.11'
262'
C-211
C-12307 C-12307
C-12307
C-12308
C-12308
C-211
C-211
C-3936
C-13639
C-3936
C-13639 C-13639
C-13639
C-13639
C-13644
C-13644
C-13639
C-13644
C-13639
C-13639
C-12308
C-14678
C-14678
C-14216
C-14211
C-14210
C-14210
C-14216
C-14216
C-14211
C-14216
C-14870
C-14869
FLD_CHK FLD_CHK FLD_CHK
C-12307
C-15744
C-15744
C-15745
C-15744
C-17336
C-17336
RCB
ED ED
ED

ED ED RCB
RCB
RCB
RCP
RCB
RCB
RCB
RCB
RCB
RCB
RCB
RCB
RCB
RCB
RCB
ED
RCP
RCP
RCB
RCP
HDPE
RCB
HDPE
RCP
RCB
RCB
HDPE
RCB
RCB
HDPE
HDPE

HDPE HDPE

ED ED RCP
ED
HDPE
HDPE
PVC
PVC
PVC
PVC

PVC PVC
RCP
ED
RCP
O
B-12
C-11
D-12
C-13
C-12 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 C-12 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

AVIATION DR (PVT)

OPEN CHANNEL

OPEN CHANNEL CAMARILLO HILLS DRAIN

94.56'

93.59'

93.83'

86.19'
119.2'
18"
18"
24"
18"
18"
HDPE
HDPE
HDPE
HDPE
HDPE
999" X 999"
999" X 999"
999" X 999"
999" X 999"
999" X 999"
999" X 999"
999" X 999"
788'
138.5'
136.5'
762'
95'
10'
85'
C-12303
C-12303
C-12303
C-12303
C-12303
C-12303
C-12303
ED
ED
ED
ED
ED
ED
RCB
O
B-12
C-13
B-14
B-13 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 B-13 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

WOOD RD

AVIATION DR (PVT)
O
B-13
C-12
D-13
C-14
C-13 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 C-13 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

O
B-13
C-14
B-14 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 B-14 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

WOOD RD (PVT)

PLEASANT VALLEY RD

OPEN CHANNEL

OPEN CHANNEL OPEN CHANNEL
DOUBLE
240" X 999"
240" X 999"
60" X 120"
60" X 120" 60" X 120"
180" X 999"
180" X 999"
1819'
1819'
33'
48' 25'
2561'
2561'
Y-2-107A
Y-2-107A
Y-2-107A
Y-2-107A Y-2-107A
Y-2-107B
Y-2-107B
ED
ED
RCB

RCB RCB
ED ED
O
B-14
C-13
D-14
C-15
C-14 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 C-14 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

PLEASANT VALLEY RD

STURGIS RD

OPEN CHANNEL
DOUBLE
240" X 999"
240" X 999"
60" X 96"
240" X 999"
240" X 999"
1819'
25'
72'
25'
667'
Y-2-107A
Y-2-107
Y-2-107
Y-2-107
Y-2-107
ED
CONC
RCB
CONC
CONC
O
B-14
C-15
B-15 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 B-15 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

WOOD RD
OPEN CHANNEL 240" X 999" 1819'
Y-2-107A
ED
O
C-14
D-15
C-15 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 C-15 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CALLE DE MAREJADA (PVT)

CORTE DE ENCINITAS (PVT)

CORTE CAPANERO

CALLE ROCAS

CORTE DE QUINTERO (PVT)

CALLE DE DEBESA (PVT)

RAMONA DR

CALLE DE DEBESA (PVT)

BEARDSLEY RD

CALLE DE MAREJADA (PVT)
Beardsley
Wash

21.29'

18.88'
41'

21.35'
246.19'

42.14'
48'
20'
40'
6'
C-9712
C-9712
C-9712
C-9999
C-9712
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
24"
18"
36"
30"
24"
24"
24"
24"
24"
24"
24"
24"
18"
18"
18"
18" 18"
18"
30"
18"
18"
30"
30"
30"
30"
30"
30"
36"
36"
24"
24"
24"
24"
24"
18"
381'
76'

15.39'
75'
128'
22'
163.14'

54.7'
50'
25'
25'
50'
200'
25'

55.6'
40'
50'
94'
60'
40'
13'
67'

60.79'

86.38'
141'
208.06'
60'
15'
204.4'
14'
34'
17'
5'
23'
28'
C-3338
C-3338
C-3341
C-3341
C-3338
C-3341
C-3341
C-3340
C-3340
C-3340
C-3340 C-3340
C-3340
C-3340
C-3340
C-3341
C-3341
C-3341
C-3341
C-3341
C-3339
C-3338
C-3338
C-3338
C-3338
C-3337
C-3337
C-3340 C-3340
C-3340
C-3340
C-3340
C-3340
C-3340
C-9711
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
RCP
CMP
CMP
CMP
RCP
RCP
RCP
CD
O
C-6
E-6
D-7
D-6 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 D-6 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

FAI R W AY
CT

PASEO VERDE ST (PVT)

MA RI A N O ST

COUNTRY VIEW PL (PVT)

CALLE D EL N O RT E

VISTA MONTANA ST (PVT)

CAMINO LA POSADA

D ESEO AV ( P V T)

DESEO AV (PVT)

RAMONA DR

DESEO AV (PVT)

RAMONA DR
D ESEO

A V ( P VT)

FAIRWAY DR
18"
18"
18"
18"
025MR020
025MR020
C-12758
CMP
CMP
CMP
CMP
O
D-6
F-6
E-7
E-6 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 E-6 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

BEARDSLEY RD

LA PATERA CT
RAMONA
DR

CAMINO CONCORDIA

CALLE CORVA

CALLE LOS ACEITUNOS

CALLE ACOPADA

STERLING HILLS DR (PVT)

CAMINO CONCORDIA

RAMONA DR

AVENIDA

DE AUTLAN (PVT)

LA PATERA DR
40'
29'

30.13'

29.34'

49.62'

10.53'

9.71'

9.92'

41.1'

53.81'

3.76'

4.48'

11.23' 18.62'

20.25'
C-3341
C-3341
18"
18" 18"
24"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
18" 24"
30"
36"
36"
36"
36"
36"
27"
27"
27"
27"
30"
30"
30"
30"
26'
29'
108'
369.28'

50.73'
314'

11.98'

95.15'

41.59'
324.15'

46.12'
340.01'

57.99'

91.99'
398.98'
140.77'
C-3337
C-10085
C-9992
C-10085
C-9992
C-9995 C-9995
C-3337
C-3337
C-9992
C-9992
RCP
RCP
CMP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
C-7
D-6
E-7
D-8
D-7 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 D-7 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

VIA DEL CERRO

CALLE PORTADA

ALVISO DR
VISTA
D
E
L
C
I
MA

AVOCADO PL

CALLE ORINDA

VISTA DEL CAMPO

N AVACADO PL

CALLE ACOPADA

CALLE AURORA

CAMINO CONCORDIA
CAMINO

CONCORDIA

CAMINO CONCORDIA

CALLE AURORA

CALLE DEL NORTE

CALLE AURORA

ALVISO DR

OPEN CHANNEL
25'
14' 21'
22'
18"
18"
18"
18"
RCP
RCP
RCP
RCP
24" X 20"
18"
24"
24"
24"
63'
30'

37.94'

19.29'
131.65'
C-4964
C-4964
C-4964
C-4964
C-4964
RCP
CONC
RCP
RCP
RCP
O
D-7
E-6
F-7
E-8
E-7 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 E-7 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

RAMONA PL
LA

CRESCENTA DR

AVENIDA DE AUTLAN (PVT)

VIA ARACENA

AVOCADO PL

RAMONA PL

AVENIDA DE AUTLAN (PVT)

AVOCADO PL

LA CRESCENTA DR

RAMONA PL

AVOCADO PL

OPEN CHANNEL

OPEN CHANNEL OPEN CHANNEL

7.64'

8.12'

34.36'

11.79'

39.62'

45.01'
20'
C-9993
18"
18"
18"
18"
18"
48"
12"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
168" X 60"
78"
18" 18"
18"
30"
30"
30"
60"
114" X 99"
81"
48"
54"
44" X 72"
54"
48"
48"
33"
48"
33"
168" X 999"
168" X 999"
168" X 999"
58" X 36"
168" X 999"
44" X 72"
168" X 999"
36"
58" X 36" 36" X 52"

41.65'
150'

85.04'
230.19'
243.79'
233.01'

82.2'
210.23'

58.2'
124.8'
101.5'
308'
728' 350'

76.85'
100'
244'
176.39'

16.61'
388'
584.23'
786.24'
186'
10'
5'
5' 51'

50.01'
C-9997
C-9997
C-9997
C-9994
C-9994
C-9994
C-6739C
C-6739C
C-6739C
C-6739C
C-6739C
Y-3-50
Y-3-49
Y-3-49
C-6739C
Y-3-50
Y-3-50
Y-3-3120
Y-3-3120
Y-3-3103
Y-3-25
Y-3-26
Y-3-26
C-6739C
C-6739C
Y-3-49
C-6739C Y-3-25
C-6739C
Y-3-26
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CONC
RCP
RCP
CONC
RCP
RCP
CMP
RCP
RCP
RCP
RCP
RCP
RCP
CONC
CONC
CONC
RCP
CONC
CMP

CMP CONC
RCP
CMP
O
C-8
D-7
E-8
D-9
D-8 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 D-8 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

ANCHORS DOWN (PVT)

EL TUACA CT

LA PATERA DR

LOPACO CT

LAS TUERO CT

LA PATERA DR

AVOCADO PL

LA PATERA DR

VALLEY VISTA DR

VIA VENETO

VALLEY VISTA DR

AVOCADO PL
VI
STA
D
E
L
M
A
R
AV
24" RCP
O
D-8
E-7
F-8
E-9
E-8 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 E-8 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

VIA ARACENA

VIA TERRADO

CORTE CORRIDA

CALLE TIERRA VISTA
VIA

ARACENA

CRESTVIEW
AV

CALLE TIERRA VISTA

CRESTVIEW AV

AVOCADO PL

VIA ARACE NA

VIAARACENA

AVENIDA DE APRISA
30'
10'
20'
152'

25.6'
35'

46.44'

20.5'

5.5'
5'

21.5'

30.5'

10.5'
14' 34'
30'
10'
8'
28'
107.31'

62.99'
48' 40'
55'

72.8'

21.87'

16.28'
C-12067
C-6724
C-6724
C-6724
C-6724
C-7598
C-7598
C-12067
C-7598
C-7598
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24"
24" 24"
24"
24"
24"
24"
24"
24"
24" 24"
24"
18"
24"
24"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
30"
126" X 108" 114" X 99"
122" X 102"
114" X 108"
24"
42"
48"
36"
36"
36"
30"
30"
30"
30"
30"
24"
24"
30"
30"
24"
24"
24"
126" X 108"
30"
126" X 108"
33"
103.91'
23'
116.52'
298'
406.67'
80'
163'
50'
69'
30'

63.68'
250.27'
267'
356.55'
258.04'

71.13'
332.78'
210'
108'
218'
196.67'
155'
C-6726
C-6732A
C-6732A
C-6732A
C-6732A
C-6725
C-6726
C-6727
C-6727
C-6727
C-6727
C-6727
C-6728
C-6726
C-6728
C-6739B
C-6739C
C-6739B
C-6739B
C-6739B
C-6726
C-6739C
C-6723
C-6732B
C-6732A
C-6732A
Y-3-3103
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCB
RCB
RCB
RCB
RCP
RCB
RCP
RCP
RCP
RCP
RCP
O
C-9
D-8
E-9
D-10
D-9 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 D-9 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

ENCINO DR

MENTA LN (PVT)

PINO CT (PVT)

ENCINO DR (PVT)

CORTE CERRITOS

CRESTVIEW AV

ENCINO DR

CRESTVIEW AV

VALLEY VISTA DR

CRESTVIEW AV

CALLE ESCALON

VALLEY VISTA DR

AVOCADO PL
12"
18"
18"
30"
30"
30"
30"
36"
36"
24"
24"
24"
"
39'
263'
100'
8'
52'
60'

5.5'
388.13'
473.57'

15.9'
4'
89'
46'
C-12356
C-12356
C-6469
C-8663B
C-8663B
C-8663B
C-8663B
Y-3-1106
Y-3-1106
Y-3-1106
Y-3-1106
Y-3-1106
RCP
RCP
PVC
RCP
RCP
RCP
RCP
RCP
RCP
CMP
CMP
CMP
CD
CD
O
D-9
E-8
F-9
E-10
E-9 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 E-9 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

VIA ZAMORA

CORTE PASTORIAL

CORTE DOMINICA (PVT)

ASHDALE CT

CAMINO TIERRA SANTA

CORTE ESTRELLA

CAMINO TIERRA SANTA

LA MARINA DR

CRESTVIEW AV

LA MARINA DR
90'
40'
40'
15'
96'
96'
30'
10'
30'

41.18'

23.31'

47.12'

67.78'
105.87'

26.77'

16.97'
5'
41'
60'
80'
132.53'
60'
80'
105'
C-4646
C-4646
C-6720
C-6720
C-6720
C-2887
C-2887
C-2887
C-2887
C-14196
18"
18"
18"
18"
15"
18"
21"
21"
21"
24"
24"
24"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
12"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
18"
24"
21"
18"
24"
24"
24"
24"
24"
24"
18"
18"
18"
18"
18"
18" 18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
21"
21"
21"
21"
21"
21"
24"
18"
999"
999"
999"
30"
30"
24"
40'
40'
40'
40'
40'
40'
40'
40'
40'
40'
40'
40'
40'
40'
40' 40'
40'
305'
210'
175'
10'
169.22'

47.34'
164.59'
220.18'
411.83'
13'

60.5'
23'

7.07'
188.08'

45.92'

47.8'
304.55'
C-4033
C-4033
C-4033
C-4033
C-4033
C-4033
C-4033
C-4033
C-4033
C-4033
C-4033
C-4033
C-4033
C-4033
C-4033 C-4033
C-4033
C-4645
C-4645
C-5482A
C-5482A
C-6728A
C-6728A
C-6728A
C-6722A
C-11303
C-11303
C-11303
C-11303
C-10835
C-6722A
C-6722A
C-6722A
C-2888 C-2888
C-2888
C-2888
C-10835
C-2879
C-2878
C-2878
C-2878
C-2878
C-11303
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CD
CD
CD
RCP
RCP
RCP
O
C-10
D-9
E-10
D-11
D-10 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 D-10 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CALLE ESCALON

GREEN VALE DR

BARTON AV

BRAMBLE CT

CALLE VISTA

EARL JOSEPH DR

PASEO ESPLENDIDO (PVT)

BRADFORD AV

CALLE BELLA VISTA

GREENLAWN AV

BRADFORD AV

EARL JOSEPH DR

CALLE VISTA

BRADFORD AV

EARL JOSEPH
DR

AVOCADO PL

CRESTVIEW AV

VALLEY VISTA DR

CAMINO ESPLENDIDO

N LAS POSAS RD

CALLE LA GUERRA

CAMINO TOLUCA (PVT)

BRADFORD AV

PINO CT (PVT)

GREEN VALE DR

CORTE ESTRELLA
CORTE

CERRITOS N LAS POSAS RD

BARTON AV

OPEN CHANNEL
25'

21.49'

18.13'
24'

37.72'
29'

18.5'

14.8'

18.19'

79.86'
12'
144.02' 8.9'

59.9'

32.6'

82.52'

7.1'

26.5'
70' 30'
18"
18"
18"
18"
18"
18"
18"
18"
24"
18"
18"
24" 24"
24"
24"
18"
24"
4"
4" 4"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
RCP

RCP RCP
RCP
RCP
RCP
RCP
PVC

PVC PVC
C-10228
C-10227
VC-48023
C-11756
C-11757
C-11756
C-11755
C-14196
C-14196 C-14196
24"
18"
18"
18"
18"
18"
18"
18"
24"
24"
24"
24"
24"
36"
24"
18"
33"
30"
24"
24"
24"
21"
24" X 18"
24"
24"
60" X 27"
36" X 24"
36" X 24"
12"
18" 36" X 12"
42"
24"
18" 18"
42"
122"
24"
18"
10"
12"
12" 12"
12" 12"
147.72'
304.55'
172'
105'

47.33' 190.44'

95.23'
210.38' 35'

70.8'

24.42'
238.4'
360'
100'
255.62'
343' 223'
28'

7.8'
126'
83'
507.02'

52.87'
33'
10'
422.66'

15.44'

41.41'
146.71'
208.5'
318.61'

71.88'
10' 174'
147.39'

42.63'
14'

35.305'
108'
105'
73' 118' 92'
255'
C-10835
C-10835
C-219
C-5482A
C-9817
C-9817
C-1268
C-1268
C-5482A
C-5482A
C-5482A
C-9817
C-9817
C-4995
C-3384 C-3383
C-4996
C-3383
C-3384
C-3384
C-672
C-3383
C-4996
C-1268
C-672
C-4995
C-672
C-672
C-219
VC-48023 VC-48023
C-11755
C-11755
VC-48023 VC-48023
C-11755
C-4922
C-11757
C-4922
C-14196
C-12492
C-12492
C-12492
RCP
RCP
CMP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

CMP RCP
RCP
RCP
RCP
RCP
RCP
AC
RCB
RCP
RCP
RCB
CMP
CMP
RCP
CMP
ED
RCP
RCP

CMP CMP
RCP
ED
RCP
RCP
PVC
PVC
PVC
PVC
PVC
PVC
CD
O
D-10
E-9
F-10
E-11
E-10 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 E-10 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CORTE ESTRELLA

CORTE REGALO

CORTE SOL

CORTE ELEG

CORTE VIENTO
ANTE

LUNA DR

CAMINO TIERRA SANTA

CORTE SOL

W PONDEROSA DR

VENTURA FW

W PONDEROSA DR

SPPRINGVILLE DR

TOWNSITE PROMENADE (PVT)

CAMINO TIERRA SANTA (PVT)

SERRA ST (PVT)

PEDRO ST (PVT)

MARTINA ST (PVT)

SOLARES ST (PVT)

DOMINGUEZ ST (PVT) SEBASTIAN ST (PVT)

CALICO (PVT) ST
Dual Pipes

23.69'

26.06'

23.81'

23.57'

23.25'

18.33'

32.65'

23.87'

20.94'

78.45'
10'
30'
28'
8'
10'
30'
30'
45' 5'

30.28'

16.75'

23.9'

8.02'
10'
10'

12.8'

15.38'

80.6'

19.4'
23'
14'

86.9'

23.22'

18.69'

37.38'

15.78'

45.81'
107.98'

30.12'

41.52'
109.74'
22'
C-6695A
C-6695A
C-15095
C-15095
C-15097
C-15097
C-15097
C-15097
C-15097
C-15205AW
C-15205AL
C-15097
C-15811
C-15811
C-15811
C-15836
C-16602
C-16601
C-16601
C-16574
C-16597
C-16597
18"
18"
18"
18"
18"
18"
18"
18"
18"
24"
24" 24"
24"
24"
24"
24"
24"
24"
24" 30"
18"
18"
18"
18"
24"
24"
24"
18"
18"
24"
24"
24"
24"
24"
24"
24"
24"
24"
999"
24"
24"
24"
18"
18"
24"
30"
24"
48"
12" 8"
12"
10"
6"
10" 12"
10"
8"
12"
18" 18"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

PVC PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
CMP
CMP
CMP
30"
30"
18"
18"
42"
30"
30"
36"
24" 24"
24"
24"
18"
24"
24"
18"
24"
24"
24"
18"
18"
42"
30"
42"
24"
42"
24"
42"
24"
24"
42"
24"
24"
36"
24"
30"
24"
18"
16" 14"
18" 24"
30"
144" X 72"
24" 24"
24"
24"
18"
24" X 48"
24"
18"
18"
24"
18"
24"
120" X 999"
15"
18"
24"
48"
66"
24"
24"
24"
48"
30"
48"
24"
18"
24"
27"
27"
27"
27"
27"
27"
18"
27"
27"
66"
48"
66"
66"
66"
12"
12"
12"
15"
18"
15"
10"
10"
10" 12"
48"
96" X 48"
96" X 48"
411.83' 150.85'
264.04'
299.83' 48'
263.12'
224.58'

45.68'
216.66'

88.33'
12'
104.7'
196.79'
186.73'
22'
128'

95.19'

62.85'

72.48'
185.44'
284.88'
265.65'
156.66'
407.37'
216.5'
105.17'
30'
142.06'
130.87'

11.09' 28.16'

18.37'
191.83'
344'

45.63'
195.33'
133.5'

92.95'

33.59'
291.95'
220.92'
108.9'
106'
38'
104'
'
278.2'

88.98'

58.49'
187.86'
237.32'
360.05'
311.55'
190.66'

36.79'
237.32'
117.8'
134.75' 70.03'
327.11'
552.87'
124'

69.98'

48.35'
174.14'
147.1'

45.32'
223.51'
317.57'
116.15'
211.84'
161.55'

15.73'
258.74'
136.03'
64'
80'
C-10834
C-10834
C-10835
C-10834
C-10834
C-10836
C-10836
C-10836
C-6730
C-10837
C-10837
C-10837
C-6731
C-6730
C-6730
C-6730
C-6730
C-6729
C-6729
C-6729
C-6728A
C-6728A
C-6729
C-10833
C-10833
C-10833
C-10832
C-10832
C-10832
C-10832
C-10832
C-6728A
C-6730
C-6731
C-10830
C-10830 C-10830
C-15098
C-15098
C-15098
C-15098
C-15098 C-15098
C-15098
C-15098
C-15811
C-15810
C-15810
C-15810
C-15824
C-16515
C-16517
C-15838
C-15837
C-15835
C-15839
C-15839
C-15838
C-15838
C-15838
C-15840
C-15840
C-15840
C-15841
C-15842
C-15842
C-15841
C-15836
C-15836
C-15835
C-16516
C-16544
C-16544
C-16602
C-16569
C-16568
C-16568
C-16566 C-16566
Cal-Trans_BL_D11
Cal-Trans_BL_D11
Cal-Trans_BL_D10
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC

PVC PVC
RCP
RCB
ED
RCP
ED

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
HDPE
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
HDPE
PVC
PVC
PVC
PVC
PVC
PVC
PVC

PVC PVC
RCB
RCB
CMP
O
C-11
D-10
E-11
D-12
D-11 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 D-11 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

RIPLEY ST

SPANISH MOSS PL

CAMINO TOLUCA (PVT)

GREEN GLADE CT TREE FERN CT

CALLE LOS GATOS (PVT)

W CALLE LA SOMBRA

CAMINO CORTINA (PVT)

GREEN LAWN AV

BRADFORD AV

BARTON AV

W PONDEROSA DR

CAMINO CORTINA (PVT)

N LAS POSAS RD

VENTURA FW

DAILY DR

EARL JOSEPH DR

CORTE ELEGANTE

CORTE REGALO

W PONDEROSA DR

STONEGATE RD (PVT)

STAGE TRAIL RD (PVT) STAGE TRAIL RD (PVT)

TOWNSITE PROMENADE (PVT)

CARRIZO CREEK (PVT)

SANTA SUSANA RD (PVT)

SAGE BROOK CT (PVT)

COLD SPRINGS CT (PVT)

SILVER SAGE CT (PVT)

SAWBUCK ST (PVT)

PRARIE ST (PVT)

PIONEER ST (PVT)

MUSTANG ST (PVT)

SETTLER ST (PVT)

SPRING OAK RD

DOMINGUEZ ST (PVT) DOMINGUEZ ST (PVT)

VISCAINO ST (PVT)

GASPAR ST (PVT)

SERRA ST (PVT)
x 3
2'
50'

47.49'

7.09'
48'

22.02'

2.94'

43.15'

45.49' 22.72'

9.26'

27.15'

27.68'

27.18'
178.82'
10'

77.38'

1.86'

25.5'

30.76'

13.08'

32.13'
100.2'

6.78'

37.23'

42.07'

32.22'

42.43' 23.56'

9.19'

63.67'

56.63'

41.01'

7.07'
120.32'
197'
109'
157'
285'
46'
145'
97'
170'
92'
140'
80'
18"
18"
10" 18"
18"
18"
18"
18"
36"
18"
18" 18"
18"
18"
21"
18"
18"
18"
18"
18"
18"
4"
18"
18"
18"
24"
18"
30"
18" 18"
18"
12"
18"
18"
18"
12"
8"
18"
8"
10"
8"
12"
12"
10"
8"
8" 15" 8"
12"
RCP
RCP
AC
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
PVC
RCP
RCP
RCP
PVC
PVC
RCP
PVC
PVC
PVC
PVC
PVC

PVC HDPE

HDPE HDPE HDPE HDPE
C-2122
C-9368
C-4997
C-15575
C-15883
C-15883
C-15812
C-15890
C-15932
C-15931
C-15931 C-15930
C-15888
C-15888
C-15883
C-16336 C-16334
C-16336
C-16335
C-16337
C-16334
C-16337
C-16189
C-16192
C-16191
C-16191
C-16191
36"
12" 10"
36"
48" X 24"
36"
66"
66"
66"
36"
48"
24"
18"
18"
18"
36"
18"
36"
36"
33" 30"
36"
33"
24"
36" 18"
18"
65"
66"
48"
48"
66"
66"
42"
18"
36"
36"
24"
24"
18"
42"
48"
42"
18"
36"
30"
66"
66"
18"
66"
66"
66"
8"
8"
8"
6"
24" 24"
18"
30" 24"
24"
24"
24"
30"
30" 30"
30"
66"
66"
48"
48"
36"
24"
12"
12" 18"
15"
24" 66"
66"
27"
66"
24"
12"
18"
12"
12"
18"
18"
404.55'

41.8' 147.34'

49.45'
13'
102.76'
532.72'

97.42'
111.58'
169.23'
123.07'
127.95'

28.98'

25.09'
263.91'
186.09'
360.96'
238.4'
422.66'
198'
150'
310'
382.63'
407.89'
232.95'

98.52'
226.46'
279.46'

32.27'
118.51'
157.66'
190.23'
215.54'
297.95'

76.01'
382.09'

20.35'
182.68'

38.68'
240.48'

75.51'

37.33'
404.55'
266.5'
109.27'

20.55'
130'
101.52'
429.25'

48.33'
261.51'
154.95'

12.44'

78.14'
108.63'
285.58' 288.26'

8.33'
444.29'
299.49'
102.31'

47.86'

97.78'
258.74'
80'
119.8'

85.51' 299.49'
124.06'
552.87'
360.05'
C-497 C-497
C-10830 C-10830
VC-36573
C-497
C-4995
C-4995
C-4995
C-4995
C-4995
C-497A
C-497A
C-497A
C-497A
C-497A
C-497A
C-4997
C-4997
C-4997
C-4997
C-4995
C-4995
C-2125
C-496
Cal-Trans_LP_Sht_5
Cal-Trans_LP_Sht_5
C-15094
C-15573
C-15574
C-15574
C-15573
C-15573
C-15575
C-15574
C-15575
C-15575 C-15576 C-15576
C-15577
C-15575
C-15885
C-15575
C-15576
C-15883
C-15889
C-15812
C-15812
C-15890
C-15891
C-15891
C-15891
C-15894
C-15894
C-15887
C-15890
C-15889
C-15889
C-15930 C-15930
C-15932
C-15933
C-15887
C-15888
C-16338
C-16516
C-16516
C-16518
C-16518
C-15836 C-15933
C-15841
C-15835
C-16575
C-16573
C-16572
C-16575

RCP RCP

PVC PVC
CONC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
PVC
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
HDPE
HDPE
HDPE
HDPE

RCP RCP
RCP
RCP
RCP
RCP
PVC
PVC
PVC
PVC
PVC
RCP
O
D-11
E-10
F-11
E-12
E-11 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 E-11 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

SPPRINGVILLE DR

W VENTURA BL

CALLE RIOJA (PVT)

OPEN CHANNEL OPEN CHANNEL

OPEN CHANNEL

CAMARILLO HILLS DRAIN
133.59'
133.59'
133.82'
132.88'

13.17'

67.39'

75.33'

19.2'
30' 19.84' 61.28'

74.01'
135.74'

26.06'
C-12311
C-14651
C-14651
C-14650 C-14678 C-14650
C-14678
C-14678
C-14650
C-15096
C-15096
C-15096C-15096
C-15096
C-15096
C-15095
C-15096
C-15096
C-15096
18"
18"
18"
18"
18"
18"
18"
18"
18" 18" 18"
18"
24"
18"
24"
24"
24"
24"
24"
24"
24"
18"
18"
24"
HDPE
HDPE
HDPE
HDPE
RCP
RCP
RCP
RCP

RCP RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
999" X 999"
999" X 999"
999" X 999"
999" X 999"
999" X 999"
24"
42"
48"
48" 48"
24"
78"
66"
54"
54"
24"
24"
900'
900'
900'
900'
277.84'

82.41'
198.05'
240.24' 198.05'
115.18' 198.95'
80'
302.8'
C-12309
C-12310
C-12310
C-12311
C-12308
C-14651
C-14651
C-14651
C-14651
C-14651
C-14650
C-14652
C-14650
C-14678
C-14678
C-14651
C-15096
C-15095
ED
ED
ED
ED
ED
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
C-12
D-11
E-12
D-13
D-12 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 D-12 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

N LAS POSAS RD

VENTURA FW

S LAS POSAS RD

VENTURA FW

OVERLAND RD

W VENTURA BL

TOWN CENTER EAST (PVT) OPEN CHANNEL

OPEN CHANNEL

OPEN CHANNEL OPEN CHANNEL

CAMARILLO HILLS DRAIN
x 3
80'
59'
13'
23' 10'
29'
24'
48'
53'
58'
13'
26' 22'

46.33'

23.75'

12.2' 65.16'

30.37'
108.27'

88.89'

86.96'
10'
7'

31.36'

9.67'
41'

45.88'
183.26'
19'
80'
127.96'

61.71'

20.83'

2.5'
69'

29.12'
133.73'

75.19'
132.59'

24.44'

53.78'

5.63'

30.96'

61.13'

89.45'

36.77'
15'
15'
52'
47' 43.2'

67.58'

67.52'

71.94'
100'
50'

54.78'
19'

16.09'
196'
176'
109.61'

15.63'
80'

12.5'
100'

52.5'
62'

82.55'
148.25'
72'
80'
72'
18"
18"
18"
18" 18"
18"
18"
18"
18"
18"
12"
12" 12"
24"
18"
12" 8"
12"
15"
15"
15"
4"
4"
15"
18"
18"
18"
8"
8"
18"
8"
18"
18"
18"
18"
18"
24"
12"
18"
12"
24"
24"
12"
12"
24"
10"
24"
18"
18"
18"
24"
18"
24"
18"
24"
12"
12"
12"
12"
18"
12"
12"
18"
18"
12"
12"
24"
12"
18"
18"
12"
12"
15"
15"
15"
RCP
RCP
RCP

PVC PVC
RCP
PVC
RCP
RCP
RCP
PVC

PVC PVC
RCP
RCP

RCP RCP
PVC
RCP
RCP
RCP
PVC
PVC
PVC
RCP
RCP
RCP
PVC
PVC
RCP
PVC
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
PVC
RCP
RCP
PVC
PVC
RCP
PVC
PVC
RCP
RCP
HDPE
HDPE
HDPE
RCP
RCP
PVC
PVC
PVC
PVC
PVC
RCP
PVC
PVC
RCP
RCP
PVC
PVC
RCP
PVC
PVC
PVC
PVC
PVC
CMP
CMP
CMP
C-8621
C-8621
C-8615
C-8621
C-8621
C-8621
C-8620
C-8621
C-8621
C-12311
C-12093
C-12267
C-8605A
C-8605A
C-8605A
C-8605A
C-8609
C-8609
C-8609
C-8620
Cal-Trans_LP_Sht_5
C-14133
C-14133
C-14133
C-14133
C-12267
C-12267
24" 24" 24"
36"
42" 24"
42"
36"
36"
36"
24"
24"
24"
18"
24" 24"
18"
24"
24"
42"
18"
36"
36" 66"
66"
54"
54"
54"
54"
36"
36"
48"
36"
36"
36"
66"
66"
66"
66"
66"
33"
36" 24"
24"
24"
24"
36"
36"
18"
18"
18"
18"
24"
36"
42"
42"
42"
24"
24"
24"
24"
42"
36" 24"
18"
18"
84" X 30"
18" X 66"
18" X 66"
18"
18"
24"
24"
24"
999" X 999"
999" X 999"
84" X 30"
999" X 999"
999" X 999"
999" X 999"
444" X 96"
30"
24"
24"
30"
48" X 24"
30"
24"
168" X 204" 168" X 204" 168" X 204" 168" X 204"
168" X 204"
65"
18" 15"
12"
168" X 200"
180' 120'
300'
117'
272' 265'
59'
81'
72'
155'

48.33'
26'
64'

58.86'
78' 128'

45.14'

52.33'

83.34'
11'
68'

13.53'
378.69' 170.84'

19.61'

39.55'

82.5'

17.5'
190'
132.5'

84.07'
194.71'

32.5'
50'
50'

47.5'
154.54'
342.5'

37.5'
15'
193.16'
70' 40'
10'
222.11'
57'

27.5'

22.5'
44'
122.7'

80.7'
328.93'
105'
28'

80.17'
194.6'
60'
404.8'
510.5'

43.52'
102.5'
129.75'
270' 128'
317'

35.39'
10'

66.4'
110.19'

92.04'
143.44'
900' 239'
1335'
161'

11.64'

3.5'

35.55'
500'

11.9'
144.8'
92'
160'
164'
96'
322'
310'
336' 395' 325'
37'
106'
C-12092
C-12092
C-12090
C-12090 C-12090
C-12090
C-12090
C-12091
C-12091
C-12094
C-12094
C-8615A
C-8615A
C-8615
C-8615
C-8615
C-8616
C-8616
C-8616
C-8616
C-8616
C-8614
C-8614
C-8615
C-8615
C-8615
C-8615A
C-8617
C-8617
C-8617
C-8617
C-8622
C-12093
C-8618
C-8618
C-8618
C-8619
C-8619
C-8619
C-12093
C-8619
C-8619
C-8614
C-12094
C-8620
C-8614
C-8620
C-8614
C-12311 C-12311
C-12312
C-12311
C-12094
C-12094
C-12092
C-12312
C-12094
C-8618
Cam_Hills_Drain_4
Cal-Trans_LP_Sht_4
Cal-Trans_LP_Sht_4
Cal-Trans_LP_Sht_5
Cal-Trans_LP_Sht_2
Cal-Trans_LP_Sht_4
Cal-Trans_LP_Sht_2
C-14408
C-15094
C-14409 C-14408 C-14408
C-14408
C-12267 C-12267
C-12267
C-15113

PVC PVC PVC
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

PVC PVC
RCP
RCP
RCB
CONC
CONC
RCP
RCP
RCP
RCP
RCP
RCB
RCB
ED
ED
ED
ED
ED
RCB
RCP
RCP
RCP
RCP
RCB
RCP
RCP
RCB

RCP RCB RCB RCB
RCB

PVC PVC
PVC
RCB
O
D-12
E-11
F-12
E-13
E-12 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 E-12 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

O
C-13
D-12
E-13
D-14
D-13 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 D-13 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

ST (PVT)

S LAS POSAS RD

DURLEY AV (PVT)
DOUBLE
72" X 36"
24"
372' 89' 31' 72'
C-5170
RCB
CD
RCP
CD RCB
O
D-13
E-12
F-13
E-14
E-13 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 E-13 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

FREEDOM PARK DR (PVT)

CONVAIR ST (PVT)

WILLIS AV (PVT)

HOUCK ST (PVT)

PLEASANT VALLEY RD

WILLIS AV (PVT)

HOUCK ST (PVT)

FREEDOM PARK DR (PVT)

WILLIS AV (PVT)

SKYWAY DR (PVT)

HOUCK ST (PVT)

SKYWAY DR (PVT)

EUBANKS ST (PVT) EUBANKS ST (PVT)

DURLEY AV (PVT)

WILLIS AV (PVT)

OPEN CHANNEL OPEN CHANNEL OPEN CHANNEL
TRIPLE
180" X 999" 180" X 999"
180" X 999"
60" X 120"
60" X 120"
60" X 120"
2561'
1671.4'
1671.4'
25'
28'
25'
1451'
Y-2-107B
Y-2-107D
Y-2-107D
Y-2-107C
Y-2-107C
Y-2-107C
ED ED
ED
RCB
RCB

RCB CD O
C-14
D-13
E-14
D-15
D-14 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 D-14 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

PLEASANT VALLEY RD

PLEASANT VALLEY RD
3953'
140'
1451'
67' 119'
1240'
ED
RCB
CD
RCB
CD
ED
O
D-14
E-13
F-14
E-15
E-14 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 E-14 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

VIENTOS RD

ESTABAN DR

CORRIENTE CT

CERRO CREST DR

VIA CON DIOS

VALLEY VISTA
DR

FAIRWAY DR

ALVISO DR

VIENTOS RD

OLD COACH DR

VALLEY VISTA DR
V
I
STA
D
E
L
C
I
M
A

VALLEY VISTA DR

CERRO CREST DR
CALLE
AURORA

VALLEY VISTA DR

VIENTOS RD
28'
33'
C-4964G
C-4964G
18"
18"
RCP
RCP
18"
56' C-4964G
RCP
O
E-7
F-6
G-7
F-8
F-7 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 F-7 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

GOLDENSPUR
DR
W

HIGHLAND DR

OLD COACH DR

SAN MIGUEL DR

W HIGHLAND DR

CORRIENTE CT

OPEN CHANNEL
30"
36"
132" X 39"
132" X 39"
132" X 39"
999" X 999"
48"
48"
999" X 999"
50'
37'
130'
300'
185'
20'
64'
188'
C-2632A
C-2632B
C-2632B
C-2632B
C-2632B
Y-3-2628
Y-3-2628
RCP
CMP
CONC
CONC
CONC
ED
CMP
RCP
CONC
O
F-7
G-6
H-7
G-8
G-7 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 G-7 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

VISTA DEL MAR AV

SIERRA MESA DR

MARINE VIEW RD

VIA ALCAZAR

OTERO CT

ESTABAN DR

SIERRA MESA DR

VISTA COTO VERDE

MARINE VIEW RD

CALLE ALBERCA

CERRO CREST DR

ESTABAN DR

CALLE CONVERSE

OPEN CHANNEL

EDGEMORE DRAIN

29.75' 6.04'

30.04'

7.45' 33.34'

5.39'

38.43'
126.16'
24'
26'

6.04'

16.33'
108.16'

19.94'
C-6123
C-6123
C-2931
C-2931
C-6114
18"
18"
18"
18" 18"
18"
18"
18"
18"
18"
18"
18"
12"
12"

RCP RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
CMP
24"
24"
24"
30"
18"
18"
18"
18"
42"
42"
60"
54"
96" X 24"
96" X 24"
96" X 24"
96" X 24"
96" X 24"
42"
60"
18"
18"
18"

89.54'
203.47'

76.98'
197.22'
108.11'
103.96'
113.11'
166.71'
8'
28'
335.9'
126.75'
100'
100'
410'
100'
100'

10.35'
27'
C-6123
C-6123
C-6123
C-6123
C-6124
Y-3-2877
Y-3-2877 Y-3-2877
Y-3-2877
C-1556
C-1556
C-1556
C-1556
C-1556
Y-3-2877
Y-3-2877
C-7202
C-7202
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
CD
CD
CD
CD
CD
RCP
RCP
RCP
CMP
CMP
CD
O
E-8
F-7
G-8
F-9
F-8 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 F-8 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

BAJA VISTA WY

ALBORADA DR

LANTANA ST

N FAYTON CT

N HERRON CT

N LAYTHAN AV

CALAMAR
CT

CABRILLO MESA CT

CAMINO VERA CRUZ

HYACINTH ST

N CHELSEY CT

E CRANBROOK ST

N WINDSOR CT

N NEWQUIST CT

VISTA COTO VERDE

GARDENIA AV

CALLE HIGUERA

GLENBROOK AV

CABRILLO MESA CT

CALLE HIGUERA

E CRANBROOK ST

GARDENIA AV

ESTABAN DR

CAMARILLO DR

N LAYTHAN AV

GLENBROOK AV

ALTA SAGUNA CT

BAJA VISTA WY

GARDENIAAV

1. 1. CERRO VISTA WY

OPEN CHANNEL

CITY LIMIT

LOKKER PARK
WEST

CAMARILLO
HILLS
DRAIN

9.33'

32.29'

7.78'

30.06'

29.39'

6.72'

16.38'

37.26'

61.63'

32.54'

8.14'

6.61'

44.91'
25'

8.14'

36.83'

14.87'

31.91'

32.24'

37.11'

30.96'

65.89'

32.15'

8.14'

44.91'

8.45'

6.78'
24"
18"
18"
18"
18"
18"
18"
30"
18"
18"
18"
18"
18"
24"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
C-9293
C-9295
C-5809A
C-9613A
C-9612A
C-9612A
C-9613A
C-9613A
C-9614A
18"
36"
36"
30"
30"
36"
36"
30"
24"
54"
18"
30"
54" 36"
78" 78"
54"
78" 78"
54"
30"
30"
30"
30"
21"
18"
18"
54"
54"
30"
30"
36"
48"
54"
36"
18"
78"
78"
999" X 999"
18"
24"
24"
30"
24"
18"
18"
30"
30"
18"
24"
335'

29.08'

63.81'
336.93'
158.98'
249.02'
253.25'
302.53'
423.11'
148.59'
209.22'
154.13'

47.5' 66.84'
391.32' 495.33'

18.63'
373.97'
113.66'
408.51' 110'

36.67'
107.23'
137.48'
50'
146.57'

66.53'
157.02'

78.4'
211.33'

61.44'

24.3'
120.15'
148.3'
116.99'

20.5'

59.85'
293.28'
250.3'
163.47'
102.72'
250.89'

78.15'

24.61'
25'
281.08'
262.87'
C-9296
C-9296
C-9294
C-9294
C-9296
C-9628
C-9629
C-9628
C-9628
C-9293 C-9292
C-9357 C-9357
C-9359
C-9358
C-9359
C-9297A
C-9297A
C-6334A
C-9297
C-9359
C-9295
C-9295
C-9295
C-9293
C-9293
C-5809A
C-9358 C-9612A
C-6334A
C-9613 A
C-9613A
C-9613A
C-9614A
C-10309A
C-9297
C-9294
C-9294
C-9612A
C-9614A
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
CMP
CMP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
ED
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
F-8
G-7
H-8
G-9
G-8 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 G-8 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CALLE LARIOS

CALLE CONVERSE

CALLE ALBERCA

CORTE COLINA

CORTE CASTANO

CALLE NAVARRO

CORTE AGUACATE

BREA CT

CAMINO ESTRADA

VIA LA SILVA

CORTE GOLONDRINA

ORENA CT

TIERRA LINDA CT

N CAMINO LA MADERA

CALLE LA CUMBRE

CORTE ROSALINDA

CAMINO CASTENADA

AVENIDA

DEL MANZANO

CALLE CONVERSE

SAUSALITO DR

AVENIDA DEL MANZANO

CALLE LA CUMBRE

CALLE PORTILLA

CALLE HIGUERA

LAS POSAS RD

CALLE HIGUERA

CALLE H IGUERA

AVENIDA DEL MANZANO

CALLE PORTILLA
40'
28'

28.38'
36'
18'
36'

46.5'

48.98' 61.29'

6.34' 34.71'
18'
25'

15.57'
100'
185.71' 40'

81.03'
70'
63'

10.44'

99.34'
32'
C-1558
C-5809B
C-6123
C-1556
C-1558
C-5809
C-1556
Y3-2877
Y3-2877
C-2933
C-2933
C-2933
C-2933
C-1557
VC-43236
VC-43236
VC-43236
C-2933
18"
18"
18"
18"
24"
24" 30"
18" 18"
18" 18"
24"
24"
24"
18"
30"
36"
36"
30"
36"
36"
18"
36"
RCP
RCP
RCP
RCP
RCP
AC
AC

RCP RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
CMP
RCP
RCP
36"
63"
45"
66"
30"
30"
30"
42"
36"
42"
57"
57"
36"
18"
66"
36"
18" 18"
24"
30"
30"
30"
30" 999" X 30"
20'
354.24'

62.6'
206.48'
57'

22.45'

37.87'
788.02'
454.56'
788.02'
292'
292'
258'
540.5'
473.57'
261.5'
104.95'

76.66'

40.4'
109.18'

57.83'

52.72'
C-5816C
C-5809
C-5816C
C-691
C-691
C-5809A
C-3134
C-3135
C-3134
C-5816D
C-5809A
C-691
C-5816C
C-3135
Y-3-1106
C-3134 VC-43236
C-1557
C-2933
C-2933
C-2933
C-2933 VC-43236
RCP
RCP
RCP
RCP
AC
AC
RCP
CONC
CONC
CONC
RCP
RCP
RCP
AC
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP

RCP CONC
O
E-9
F-8
G-9
F-10
F-9 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 F-9 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

E HOBART DR

REDDINGTON CT

GLENBROOK AV

MELIA ST

CORDOVA ST

CALABRIA CT

PLUMBAGO ST

PASEO BARONA

GETMAN ST

CORTE ROSALINDA

SAUSALITO DR

AZALEA CT

PASEO CASTILLE

CORTE AZAL

N LANTANA ST

CAMINO VERA CRUZ

PASEO CASTILLE

LAS POSAS RD

SAUSALITO DR

EUCLID AV

VIA LA SILVA

BLUE OAK ST

LANTANA ST

PASEO BARONA

TAMARIX ST

GLENBROOK AV

CERRO VISTA WY

PASEO BARONA

LANTANA ST

N LAYTHAN AV

BEECHWOOD ST

PASEO CASTILLE

AVENIDA SOLTURA

CALLE PORTILLA

TAMARIX ST

CERRO VISTA WY

LAS POSAS RD

N AGUSTAAV

HARRIS AV

GARDENIA AV

CALLE PORTILLA

EUCLID AV

E LYNDHURST AV

E ROYCE CT
CARMEN
DR

BAYWOOD AV

OPEN CHANNEL

OPEN CHANNEL
Storm Filter
WEST

CAMARILLO
HILLS
DRAIN
MI
S
S
I
O
N
D
RA
IN

42.32'

32.43'

47.44'

29.16' 17.83'

50.1'

12.17'

7.52'

13.82'

12.83'

34.09'
8'

6.71'
8'

4.23'

34.25'

46.21'

28.21'

7.79'

27.8'

5.58'

23.58'
23'
34'
2'

27.54'

23.72'
8'
8'

54.78'

3.4'

16.86'

15.72'

5.22'
27'

4.79'

21.77'

36.77'

36.44'

44.37'

3.9'

66.69'
22'
25'
18"
18"
18"
18" 18"
18"
18"
48"
48"
18"
18"
18"
18"
18"
18"
24"
18"
18"
18"
18"
18"
18"
18"
24"
24"
18"
18"
18"
18"
18"
24"
18"
18"
18"
18"
18"
18"
24"
24"
18"
18"
48"
18"
18"
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
C-9292
C-9297 C-9297
C-9297
C-9297
C-5809
C-5809
C-5809
C-5808
C-8755
C-8755
Y3-3544
Y3-3543
Y3-3543
Y3-3543
Y3-3543
C-8756
Y3-3544
C-8755
C-8755
C-8755
C-8755
C-8756
C-5545
C-5545
C-5545
C-8730
VC-41887B
VC-41887B
36" 42"
42"
42"
78"
78"
18"
24"
45"
36"
36"
24"
24"
18"
66"
120" X 60"
36"
120" X 72"
30"
66"
66"
66"
78"
78"
78"
78"
78"
78"
120" X 60"
120" X 60"
120" X 60"
120" X 72"
120" X 72"
144" X 72"
144" X 72"
66" 66"
18"
18"
78"
144" X 72"
48"
48"
54"
72" X 72" 72" X 72"
72" X 72"
48" X 68"
48" X 68"
36" X 48"
60" X 30"
60" X 30"
36" X 999"
36" X 999"
36" X 999"
72" X 60"
72" X 60"
48"
54"
48"
48"
8"
54"
72" X 60"
72" X 60"
24" X 999"
36" X 999"
36" X 999"
132" X 72"
54"
24" X 999"
24" X 999"
36" X 999"
200.14' 211.44' 392.71' 354.16'

52.45'

44.06'
124.47'

25.73'
188.17'
166.85'

80.3'
240.34'

51.89'

60.6'
261.5'
258'

73.33'

33.75'
257.7'
117.17'
240.24'
151.97'
286.4'
149.19'
257.84'

24.37'
181.19'
163.51'

36.92'

33.81'

85.08'

69.9'

71.1'
20'
147.16'
136.84'
123.45'
147.5'

12.5'
20'
25'
778.2'
189.38'
217.5'
194.28'
11' 62.03'
108'
455'
22'
680'
20'
20'

5.08'

63.69'
108.18'

63.69'

11.25'
108.18'
148'
20'
506.02'
20'
280'

15.61'

17.5'
C-9292 C-8754
C-8754 C-8754
C-9357
C-9357
C-9292
C-5808
C-5809
C-5809A
C-5809
C-5546
C-5809A
C-5816C
C-5809A
C-5546
Y-3-2784
Y-3-2784
Y-3-2784
Y-3-2784
Y-3-3544
Y-3-3544
Y-3-3544
Y-3-3543
Y-3-3543
Y-3-3543
Y-3-3543
Y-3-2784
C-5545
C-5545
C-9357
Y-3-3543
Y-3-182
C-8731
C-8730
C-8730
C-8730 C-8730
VC-36919
VC-36919
VC-36919
VC-36919
VC-35768 VC-35768
Y-3-179
Y-3-178
Y-3-178
Y-3-178
Y-3-178
C-14447
C-14447
C-14447
C-14447
C-14447
Y-3-178
Y-3-178
Y-3-178
Y-3-178
Y-3-178
VC-35768
C-8730
Y-3-182
Y-3-178

RCP RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCB
RCB
RCB
RCB
RCB
RCB
RCP
RCP
RCP
RCP
RCP
RCB
RCB
RCB
CONC
RCP
RCP
RCP

RCB RCB
RCB
CONC
CONC
RCB
ED ED
CONC
CONC
CONC
RCB
RCB
RCP
RCP
RCP
RCP
PVC
RCP
RCB
RCB
CONC
CONC
CONC
RCB
RCP
CONC
CONC
O
F-9
G-8
H-9
G-10
G-9 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 G-9 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

JAY AV

SKEEL DR

N LAS POSAS RD

ROSEWOOD AV

E CALLE LA GUERRA (PVT)

CALLE LA PRADA

CALLE LA ROCHA

POGGI ST

CAMINO LA MADERA (PVT)

CALLE PORTILLA

CALLE EL VOLADOR (PVT)

E CALLE CIRCULO

CALLE LA CUMBRE (PVT)

CALLE NAVARRO

CAMINO LA MADERA (PVT)

AILEEN ST AILEEN ST

CALLE PORTILLA

E CALLE LA GUERRA (PVT)

LAS POSAS RD

SKEEL DR

E CALLE LA GUERRA

LAS POSAS RD

CALLE LA FIESTA (PVT)

ROSEWOOD AV

N CAMINO LA MADERA

CALLE LA GRANADA (PVT)
COE ST
JAY AV

CALLE LA PALMERA

CALLE AVION (PVT)

LAS POSAS RD

CALLE LA RODA

CALLE EL HALCON (PVT)

OPEN CHANNEL OPEN CHANNEL

OPEN CHANNEL

OPEN CHANNEL
E
D
G
EM
O
R
E
D
RA
IN
36'
28'
5' 8'

12.8'

24.45'
60'

16.5' 81'
'
C-11757
VC-41301 VC-37976
C-14835 C-14827
C-14843
C-14829
C-14832
C-14859
C-14859
C-14837
C-14831
36"
18"
18"
18" 18"
48"
24"
24" 24"
18" 18"
18"
18"
18"
18"
18"
18"
RCP
RCP
RCP

RCP RCP
RCP
RCP

RCP RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
30"
48"
24"
30"
36"
30"
30"
36"
36"
36"
60" X 42"
60" X 42" 60" X 42"
20" X 20"
72" X 72"
36"
120" X 42"
60" X 42"
84" X 42" 120" X 42"
39"
39"
39"
33"
33"
30" 18"
24"
24"
42"
42"
42"
42"
24"
18"
42"
36"
36"
36"
36" X 999" 36" X 999"
36" X 999"
60" X 30"
60" X 30"
60" X 30"
30"
42"
18"
30" 30"
18"
30"
30" 30"
18"
30" 24" 18" 24" 18"
30"
36"
30"
30" 24"
24" 18"
24"
18"
24"
18"
24"
18"
30"
24"
18"
30"
18"
" "

47.47'
271.4'
135.17'
167.6'

98.81'
109.37'

18.5'
192.43'
96'
380.83'
308.98'

49.82' 66.02'

33.85'

38.63'
14'
100'
403.42'
449.58' 663.2'

25.65'

38.17'
31'
25'

20.04' 540.5'

42.63'
30'

68.08'
253.43'

53.53'

18.54'
12'
12'

5.17'
184.96'

86.54'
11'
' '
C-1418
C-3633
C-1418C-691
C-1418
C-691
C-691
Y-3-1105
Y-3-1106
Y-3-1106
Y-3-1105
C-1418
Y-3-1104
Y-3-1104 Y-3-1103
VC-41301
C-691
Y-3-1104
C-11757
C-11757
C-11756
C-11756
C-11756
C-11756
C-11756
C-11756
C-11756
VC-41301
VC-41301
VC-41301
Y-3-0183
Y-3-0183
Y-3-0183
VC-35768
VC-35768
VC-35768
VC-46774
VC-41301
C-14826 C-14826 C-14826
C-14827
C-14827
C-14834 C-14835
C-14841
C-14829 C-14829 C-14829
C-14829
C-14829
C-14830
C-14830
C-14830
C-14831
C-14831
C-14852
C-14838
C-14838
C-14830
C-14830
C-14852 C-14851
C-14830
C-14830
C-14827
RCP
RCP
RCP AC
RCP
AC
AC
RCP
RCP
RCP
RCB

RCB RCB
CMP
RCB
RCP
RCP
RCP
RCP
RCP
RCP
RCP
AC
RCB
CONC

CONC CONC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
CONC
CONC
CONC
ED
ED
ED
RCP
RCP
RCP

RCP RCP RCP
RCP

RCP RCP
RCP

RCP RCP RCP RCP RCP
RCP
RCP
RCP

RCP RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
E-10
F-9
G-10
F-11
F-10 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 F-10 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

NORDMAN DR

SEYBOLT AV

BEECHWOOD ST

E PRIMA CT

HARRIS AV

E HABRA CT

E CIPRES CT

E SEQUAN CT

E CHRISTINA CT

N AGUSTA AV

E PINEHURST PL

BLUE OAK ST

E RED OAK PL

E BETTINA CT

BAYWOOD AV

N LANTANA ST

E LUCERO CT

GRAVES CT

E MODESTO AV

N LUCERO ST

BAYWOOD CT

AILEEN ST
BAYWO
OD AV

N LANTANA ST

CARMEN DR

N AGUSTA AV

N LUCERO ST

E COE ST

HARRIS AV

E RED OAK PL

E COE ST
COE ST

BAYWOOD
AV

CARMEN DR

N LANTANA ST

E EDGEMONT DR

BLUE OAK ST

OPEN CHANNEL

OPEN CHANNELOPEN CHANNEL

OPEN CHANNEL

WEST CAMARILLO HILLS DRAIN
MI
S
S
I
O
N
D
RA
IN

11.39' 29.81'

8.49'

31.18'
6'
30'

8.49'

31.18'
127.98'

41.08'
41'
58'
21" 21"
21"
21"
21"
21"
21"
21"
27"
30"
24"
18"

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
RCP
RCP
RCP
VC-43108
C-1178
36"
36"
27"
33"
36" 27"
21"
30"
30" X 60"
30" X 60" 30" X 60"
30" X 60"
30" X 60"
30" X 60"
30" X 60"
30" X 60"
30" X 60"
24" X 999"
18"
24" X 999"
24" X 999"
24" X 999"
24" X 999"
36" X 999"
36" X 999"
36" X 999" 36" X 999"
36" X 999"
24" X 999"
60" X 30"
24" X 999"
281.89'
314.06'
131'

50.68'
105.94' 91.18'
268'
106.8'
40'
64'
126.71' 40'
64'

42.04'

15.96'
10'
117.6'
800' 322' 454'
140'
20'
1210'
170'
20'
778.2'
C-139
C-4930
C-4930
C-4930
C-4931
VC-48003
VC-48003
VC-48003
VC-48020
C-139
VC-48020
Y-3-181
C-1178
Y-3-181
Y-3-181 Y-3-180
Y-3-180
Y-3-180
Y-3-177
Y-3-177
Y-3-177
Y-3-177
Y-3-176
VC-35768
Y-3-182
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCB
RCB

RCB RCB
RCB
RCB
RCB
RCB
RCB
CONC
RCP
CONC

CONC CONC
CONC
CONC
CONC
CONC

CONC CONC
CONC
ED
CONC
O
F-10
G-9
H-10
G-11
G-10 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 G-10 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CALLE LA RODA

CALLE LA PALMERA

N CALLE LA SOMBRA

N CALLE CAMELLIA

N CALLE CIRCULO

PASEO LUNAR (PVT)

AVENIDA MAGDALENA (PVT)

CALLE MIRASOL (PVT)

E CALLE LA SOMBRA SUNGROVE DR VISTA DEL SOL (PVT) CALLE MIGUEL (PVT) PASEO DE CORTAGA (PVT) ROSEWOOD AV SKEEL DR

PONDEROSA DR

VISTA DEL SOL (PVT)

PASEO DEL VALLE (PVT) N CALLE CIRCULO

PASEO CAMARILLO

ROSEWOOD AV

ST (PVT)

PONDEROSA DR

PASEO CAMARILLO

CALLE LA RODA

ST (PVT)

PONDEROSA DR

E CALLE LA SOMBRA

ST (PVT)
JAY AV

ST (PVT)

DAILY DR

PASEO DEL VALLE (PVT)

N LAS POSAS RD

ARROYO DEL MAR (PVT) ARROYO DEL MAR (PVT)

ST (PVT)

ROSEWOOD AV

VENTURA FW

DAILY DR

N LAS POSAS RD

AILEEN ST

CALLE LA PRADA

CALLE LA ROCHA

OPEN CHANNEL

CAMARILLO HILLS DRAIN

DETENTION PIPES

OPEN CHANNEL

OPEN CHANNEL
E
D
G
EM
O
R
E
D
RA
IN

52.5'
58'
40'

12.2'
64'
3'
32'
32'

11.7'
26' 24'
4'
56'
23'
3'
26'
44'
5'
24'
27'
21'
16'
32'
34'
14'
24'
14'
14'

30.32'

26.41'

83.42'
103.19'
42'

56.78' 143.7'

32.25'

1.82'
30'
C-4004D
C-8800
C-12152
C-12152
C-12152
C-12152 C-12152A
C-12152A
C-13520
C-5145
12"
15"
21"
18"
18"
18"
24"
24"
18"
18"
24"
18"
18"
18"
18"
18"
18"
18"
24"
18"
18"
18"
8"
18"
18"
24"
18"
18"
18"
18"
12"
12"
12"
15" 15"
15"
12"
18"
PVC
RCP
RCP
CMP
CMP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
RCP
RCP
RCP
DI
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
PVC

PVC PVC
PVC
RCP
45"
29" X 18"
36"
30" 30" 29" X 18"
30"
24"
27"
27"
30"
24"
36"
30"
36"
36"
24"
24"
24" 24"
24"
24"
24"
24"
24"
24"
18"
18"
30"
30"
30"
45"
45"
42"
30"
30"
30"
120" X 42"
144" X 30"
144" X 30"
144" X 30"
120" X 42"
48" X 48"
144" X 42"
144" X 48"
144" X 48"
144" X 48"
144" X 48"
120" X 42"
48" X 48"
36" 384" X 108"
384" X 108" 384" X 81"
384" X 81"
384" X 96"
384" X 96"
384" X 96"
384" X 105"
384" X 81"
45"
384" X 81"
384" X 81"
384" X 109"
384" X 109"
384" X 96"
36"
18"
144" X 72"
384" X 96"
18"
30"
36"
36"
36"
30"
36"
36" 36"
36" X 999"
36" X 999"
36" X 999"
29" X 18"
18"
24"
16" X 25"
24"
144" X 48"
384" X 81"
28'

24.25'
24'
31' 96' 190.7'
539' 10'
121.37'

53.72'
25'
105.69'
108'

45.73'

43.33'

6.66'
110.34'

53.33'
103.27'

23.33'
10' 7'
247.59'
10'

4.5'

87.5'
330.5'

17.5'
161'
129'
30'

31.5'
51'
7'
149.5'

56.66'
180.34'
158'
3'

26.66'
337.34'
100'
105'

23.75'

96.25'

84.4'
130'

33.47'
121'

6.1'
177.43'

14.87'
663.2'
143.7' 146'
274.84' 522.16'

10.31'
341'

55.16'

62.5'
106'
812.45'
25'
50'
8'
660'
63'
107.15'
158.42'
250'
250'
285.15'
165.72'
246.25'
246.25' 211.1'
468'
216.86'
13'
150'
100'
65'
65'
119'
51'
Y-3-3473
Y-3-3477
Y-3-3475
Y-3-3475 VC-49158 VC-49158
C-1418
VC-41339
C-8800
C-8800
C-8801
C-8799
C-8799
C-8799
C-8799
C-9391
Y-3-1103
VC-40395
VC-41332
Y-3-1103
C-4004D
Y-3-1103
C-4004D
VC-41339 Y-3-3475
Y-3-3476
Y-3-3476
Y-3-3477
Y-3-4669
Y-3-4670
Y-3-3473
Y-3-3473
Y-3-3473
Y-3-3474
Y-3-3477
C-8799
Y-3-3476
Y-3-3476
Y-3-3476
C-496
C-12153
Cal-trans_Crestview1of2
Cal-trans_Crestview2of2
Y-3-3473
C-12153
C-12153A
C-12153 C-12153A
C-12153
Y-3-0183
Y-3-0183
Y-3-0183
Cal-Trans_LP_Sht_5
C-1074K
C-1074K
C-2646
Y-3-4669
RCP
CMP
RCP

RCP RCP CMP
RCP
RCP
CMP
CMP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCB
RCB
RCB
RCB
CONC
RCB
RCB
RCB
RCB
RCB
RCB
CONC

CMP CONC
CD
CD
CD
CD
CONC
CONC
CONC
CONC
CD
RCP
CD
CD
RCB
CD
RCP
RCP
CONC
RCB
CONC
RCP
RCP
CMP
CMP
CMP
RCP
CMP

CMP CMP
CONC
CONC
CONC
CMP
RCP
RCP
CMP
RCP
CD
CD
O
E-11
F-10
G-11
F-12
F-11 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 F-11 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

MARDIGRAS CT

BIG HORN CT

YEARLING CT

COMANCHE CT

BURNLEY ST

N LAKESIDE AV

E WOODGATE CR

VALLE LINDO DR

SUNGROVE DR

ST (PVT)

CARMEN DR

ST (PVT)

CARMEN DR

ST (PVT)

PASEO CAMARILLO

ST (PVT)

N LAKESIDE AV

ST (PVT)

N LANTANA ST

CARMEN DR

LANTANA ST

ST (PVT)

SUNGROVE DR

ST (PVT)

PASEO CAMARILLOST (PVT)

BURNLEY ST

ST (PVT)

PONDEROSA DR

ST (PVT)

LANTANA ST

COMANCHE CT

PONDEROSA DR

OPEN CHANNEL OPEN CHANNEL

CAMARILLO HILLS DRAIN OPEN CHANNEL

OPEN CHANNEL

OPEN CHANNEL
WE
S
T
CAMA
R
IL
L
O
HIL
L
S
D
RA
NI
MIS
S
O
I
N
D
RA
IN

11.39'
49'

42.26'

11.51'

44.2'
33' 40'
144'
4'
35'

28.5'
128'
40'
43'
55' 110'
18"
18"
10"
21"
18"
18" 8"
18"
18"
18"
27"
24"
18"
15"
10" 10"
8"
10"
8"
4"
4"
6"
12"
12"
6"
4" 6"
6"
8"
6"
8"
4"
6"
10"
12"
12"
12"
12"
4"
4" 4"
6"
8"
12"
8"
12"
4"
RCP
RCP
PVC
RCP
RCP
RCP AC
RCP
RCP
RCP
RCP
RCP
RCP
RCP

PVC PVC
RCP
RCP
Cast Iron
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
CMP
PVC
Cast Iron
VC-51240
VC-43856
VC-43856
C-1444
C-4484
C-2056 C-2056
C-7447
ch1-8-c1
C-7610a
18"
18"
18"
18"
36"
30"
36"
30" 24"
24"
21"
30"
30"
42" 42"
42"
384" X 81"
24"
24"
36"
27"
27"
18"
312" X 81"
120" X 72"
264" X 72"
384" X 72"
312" X 102"
264" X 72"
312" X 102"
384" X 72"
264" X 72"
24" X 999"
24" X 48"
384" X 79"
39"
22" X 12" 22" X 12"
36" X 999"
36" X 999"
36" X 999"
36" X 999"
27"
24" 27" 264" X 72"
312" X 81"
312" X 65"
312" X 65"
264" X 72"
185'
190'
505'
165.67'
258.62'
253.97'
223.62'
283.03'
283.08'
58' 188.26' 410'
125'
123.78' 8'

46.93'
15'
370'
201.27'
141'
137'

91.5'
-999'
131'
814'
233'
20' 160'
454'
140'
159'
22'
50'
342'
78' 58' -999'
539'
63' 137' 190' 150' 225'
100'
C-4231
C-4932A
C-240
C-4231
C-4931 C-4931 C-4931
C-7827
VC-51240 C-7827 VC-51245
VC-51245
C-10211
C-10211
C-7827
C-10212
C-1864
VC-40788
C-7827
VC-40788
VC-40788
Y-3-4827
VC-45519
Y-3-4819
Y-3-4671
Y-3-4819
Y-3-4819
Y-3-4819
Y-3-4819
Y-3-4670
Y-3-180
Y-3-0180
Y-3-4671
VC-43856
VC-41804
VC-41804
Y-3-0176
Y-3-0176
Y-3-0176
Y-3-0176
Y-3-4671
C-2055
C-2055 Y-3-4827
C-2546
C-4484
Y-3-4818
RCP
RCP
RCP
RCP

RCP RCP RCP

RCP RCP

RCP RCP RCP
RCP

RCP RCP
RCP
CD
RCP
RCP
RCP
CMP
CMP
CMP
Concrete Ditch
RCB
RCB
CD
CD
CD
CD
CD
CONC
CONC
CD
RCP
CMP
CMP
CONC
CONC
CONC
CONC
RCP

RCP RCP
Concrete Ditch
RCB
CD
O
F-11
G-10
H-11
G-12
G-11 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 G-11 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

FACTORY STORES DR

VENTURA BL

DAILY DR

VENTURA FW

CAMARILLO CENTER DR

ROSEWOOD AV

VENTURA BL

LAS POSAS RD

PLAZA LA VISTA

DAILY DR

CAMARILLO CENTER DR
PLZ
P R
O

M E N A D E D R
MIAN
PLAZA

OPEN CHANNEL

OBSERVATION WELL

21.51'
180.22'

73.68'
23'

87.51'

33.33'
10'

58.46'

69.27'

13.24'
30'
102'
40'
8'
44'

64.32'
103.63'
34'
34' 108'
83'
32'
17'
15'
51'
8'
8'
36'
40'
17'
8'
32' 48'
22'
44'

53.69'
40'
16'
37'
90'
54'
42'
20'

97.96'
119.27'

29.99'

34.24'
187'
79'
18'
16'
242'
194'
76'
121.08'

16.12'

23.68'
159.73'
254.74'

88.56'
200.54'

27.98'

40.1' 273.63'

82.25'
126.7'

32.55'

16.68'

62.88'
118.86'

47.25'
101.89'

9.32'

29.19'

23.74'

9.18'

14.68'

14.51'

56.29'

88.46'

63.46'

46.85'

13.13'
35'

2.5'

55.6'
49'
' 80'
C-9209
C-9209
C-2219C
C-9899
C-9899
C-9899
C-5171
C-8161
C-8160
C-8161
C-8161
C-5167
C-5163
C-5163
C-5162
C-11582
C-9899
C-11498
C-11498
Cal-Trans_LP_Sht_3
Cal-Trans_LP_Sht_2
Cal-Trans_LP_Sht_5
C-14580
C-14594
C-14587
C-14587
C-14588
C-13589
C-14587
C-14587 C-14591
C-14592
C-14592
C-14592
C-14593
C-14593
C-14591
C-14586
C-14596
C-14596
C-14594
C-14594
C-14588
C-14590
C-14588
C-14587
C-14580
C-14596
C-14585
C-14588
C-15296
C-15706
C-15706
C-15706
C-16909
C-16909
C-17340
Cal_Trans_BL_D6
21"
15"
12"
18"
18"
18"
12"
24"
24"
24"
36"
24"
21"
21"
18"
12"
18"
12"
12"
18"
18"
18"
18"
18"
18"
18"
18"
24"
24"
21" 21"
21"
21"
24"
24"
18"
18"
12"
12"
18"
12"
12"
12"
12"
15"
15"
36"
24"
18"
18"
24"
18"
18"
18"
12"
12"
12"
12"
18"
15"
12"
12"
12"
12"
24"
18"
12"
12"
24"
12"
18"
12"
24"
12"
15"
15"
15"
24"
24"
24"
12"
18"
24"
12"
12"
24"
12"
6"
8"
8"
8"
12"
12"
18"
RCP
PVC
PVC
RCP
RCP
RCP
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
RCP
PVC

PVC PVC
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
PVC
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
CMP
RCP
HDPE
HDPE
HDPE
HDPE
RCP
RCP
HDPE
HDPE
HDPE
HDPE
RCP
RCP
HDPE
RCP
RCP
RCP
HDPE
RCP
RCP
RCP
RCP
RCP
RCP
RCP
HDPE
HDPE
RCP
RCP
HDPE
RCP
HDPE
RCP
HDPE
PVC
PVC
PVC
PVC
PVC
PVC
CMP
66"
42"
42" 42"
42"
18"
18"
12"
48"
48"
42"
27" 30"
18"
24"
18"
24"
48"
48"
18"
18"
27"
27"
24" 24"
24"
27"
27"
27"
27"
18"
27"
57"
51"
51"
48"
57"
72"
48"
66"
72"
72"
72"
66"
57"
57"
48"
51"
18"
18"
42"
18"
444" X 96"
42"
66"
444" X 96"
384" X 109"
384" X 101"
108" X 96"
444" X 96"
288" X 96"
288" X 96"
144" X 72"
16"
30"
30"
30"
30"
30"
30"
30"
30"
30"
144" X 72"
24"
24"
12"
24"
48"
48"
42"
42"
42"
30"
12"
30"
24"
30"
12"
15"
15"
18"
288" X 96"
48"
243'

93.32'
160.05' 144.34'

53.42'
40'
32'
320'
128'
438'
396'

55.44'
120.99'
195.27'

91.26'
130.3'
203'
208.63'
10'
259.46'

66.11'
115' 184'
60'
60'
177'
52'
157'

26.49'
96'

8.26'
275.07'
128.21'

53.31'

51.06'
458'
267.14'
253.9'
139.3'
326.05'
488'
207.18'
117.34'

60.68'
461'

81.54'
344.05'
33'

15.65'

21.2'
230.74'

89.76'
303'
459'

8.69'

44.25'
249.77'
420'
58'
306'
98'
36'
346'
246'
660'
282.61'
109.09'
238.95'
219.96'
128.53'
130.03'
193.73'

99.36'

65.02'
158.88'
215.55'
259.73'
132.95'
512.74'
125.2'
168'
180.6'
951.39'
951.39'
C-5168
C-2541 C-2868 C-2868
C-2541
C-5167
VC-42207
C-9411
C-2219B
C-2219B
C-5171
C-5172
C-5171
C-8160
C-8160
C-8160
C-2219C
C-2219C
C-8160
C-8161
C-4231
C-4231
C-5173
C-5173
C-5173
C-5173
C-5173
C-5162
C-5173
C-5167
C-5167
C-5168
C-5162
C-5166
C-5163
C-5162
C-5162
C-5163
C-5163
C-5167
C-5168
C-2541
C-5167
C-3736
C-3736
C-2868
C-5162
C-9910
C-9910
C-5166
C-5163
Y-3-3473
Y-3-3473
C-16795
C-16793
Cam_Hills_Drain_3
Cam_Hills_Drain_3 Cal-trans_Crestview2of2
C-8605A
Cal-Trans_LP_Sht_2
Cal-Trans_LP_Sht_3
Cal-Trans_LP_Sht_3
Cal-Trans_LP_Sht_3
Cal-trans_Crestview2of2
C-14580
C-14580
C-14584
C-14582
C-14581
C-14581
C-14581
C-14581
C-14581
C-14581
C-14582
C-14584
C-14584
C-14584
C-15296
C-15296
FLD_CHK
C-16794
Cal-Trans_LP_Sht_2
RCP

RCP RCP RCP
RCP
RCP
CMP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
RCP
RCP
RCP
RCP
RCP
RCB
RCB
CONC
RCB
RCB
RCB
RCB
RCB
RCB
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCP
RCP
HDPE
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
HDPE
RCP
RCP
RCP
HDPE
HDPE
HDPE
CMP
RCB
RCB
O
E-12
F-11
G-12
F-13
F-12 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 F-12 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

BARCELONA ST

CARTAGENA ST

HUGHES DR

PLAZA DEL RANCHO

W CHAPEL DR

BRIAN CR (PVT)

MALLATT WY (PVT) ROBYN WY (PVT)

JONNA CR (PVT)

EL SONETO CT (PVT)

CORTE LEJOS (PVT)

LOS ALISOS CT (PVT)

LOS SANTOS CT (PVT)

HERBERT DR (PVT)

VENTURA FW

HERBERT DR (PVT)

N LAKESIDE AV

DAILY DR

VENTURA BL

HUGHES RD (PVT)

DAILY DR

LANTANA ST

JONNA CR (PVT)

JONNA CR (PVT)
CAR
MEN DR

CARMEN DR

GRANADA ST

CAMARILLO

CENTER DR

VENTURA BL

VENTURA FW

BRIAN CR (PVT)

PASEO LOMA (PVT)

JONNA CR (PVT)

E BRIDGEPORT LN (PVT)

DAILY DR

44.62'

9.5'
60'
40'
56'
77'
48'
41'
45'

57.84' 44.21'

66.13'
58'
4'
35'
15'
52'
40'

32.27' 31.32' 15.45'
48'
50'
86' 260'
118'

69.22'

28.54'

19.68'

59.38'

58.07'

7.87'
27' 41.66'
21'

79.39'

63.64'

36.08'
39'
84'
70'

83.33'

50.2'

73.32'
23'
161.1'
121.2'
10'
12' 100'
10"
10"
8"
21"
18"
4"
18"
18"
18"
18"
21"
24"
21"
18" 18"
18"
18"
18"
18"
18"
21"
24"
15"
24" 24"
24"
24"
18"
18"
18"
24"
18"
18"
36" 24"
36"
36"
18"
18"
24"
24"
24"
18"
24"
18"
18"
12"
12"
8"
12"
12"
24"
24"
15"
"
PVC
PVC
PVC
RCP
RCP
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
HDPE
HDPE
RCP
RCP
PVC
PVC
PVC
PVC
PVC
RCP

RCB CMP
CMP
C-5166
C-5278 C-5278
C-5278
C-11341
C-11341
C-11341
C-11342
C-11342
C-11341 C-11341
C-11341
C-11341
C-11342
C-11342
C-11343
C-11343
C-10254
C-10254
C-5370
C-12586
C-12376
C-12376
C-8910
C-8910
C-11341
Cal_Trans_BL_D5
Cal_Trans_BL_D4
27"
24"
30"
36"
36"
24"
24"
30"
66"
66"
27" 27"
24"
33"
24"
42"
18"
24"
39"
54"
54"
54"
48"
48"
48"
48"
48"
65"
54"
65"
66"
66"
30"
30"
24"
24"
36"
24"
24"
18"
30"
29" X 18"
25" X 16" 29" X 18"
29" X 18"
22" X 13"
25" X 16"
36"

97.77'
102'
316.76' 316.76'
319.29'
256'

65.87'
285.86'
454'
459'
127.5' 122.5'
73'
53'
318'
303'
185'
105'
126'
149.93'
203.41'
353.34'

44.61'
274.93'
164.37'
366.14'
236.22'
366.64'
349.73'
207.5'
235'
208'
84'
282'
56'
18'
112'
198'
73'
398'
92'
71'
192'
132'
681'
693'
C-4231
C-2869
C-2868
C-5175
C-2870
C-5164
C-5163
C-5175
C-5166
C-2869
C-4231
C-5165
C-5165
C-11340
C-11341
C-11341
C-11341
C-11341
C-11341
C-11341
C-11342
C-11342
C-11342
C-5164
C-5164
C-5165
C-5165
C-11343
C-11343
C-11340
C-11340
C-11340
C-2863
C-2863
C-2863
C-2863
C-2862
C-2862
C-11340
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
RCP
CMP

CMP CMP
CMP
CMP
CMP
RCP
O
F-12
G-11
H-12
G-13
G-12 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 G-12 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

PLAZA LA

VISTA PLZ

FACTORY STORES DR

S LAS POSAS RD

CAMARILLO CENTER DR

S LAS POSAS RD

1. 1. FACTORY STORES DR
DOUBLE

50.99'

61.25'

28.62' 23.99'

61.65'

39.2'

19.7'
20'

67.14'

21.45'
186.3'

72.65'

66.62'
20'

47.67'

24.5' 35.92'
180.22'

4.95'

9.96'

67.61'

12.19'

82.81'

16.75'
159.7'

5.8'

54.69'

76.9'

11.3'
56'
112.32'
145.26' 152.16'

54.29'

85.48'
126.41'
75'
102.38'
76'
C-9211
C-9211
C-14320
C-9211
C-9211
C-9209
C-14595
C-14586
C-14595
C-14587
C-14585
C-14586
C-14595
C-14595
C-14596
C-14595
C-11500
C-14320
C-9210
C-9210 C-9210
C-14319
12"
12"
12" 12"
18"
18"
18"
18"
12"
18"
12"
12"
12"
12"
18"
12"
12" 12"
15"
18"
15"
12"
18"
30"
12"
12"
12"
15"
12"
12"
18"
12"
18"
21"
24"
12"
12"
12"
12"
12"
PVC
PVC

PVC PVC
RCP
RCP
RCP
RCP
PVC
RCP
PVC
PVC
PVC
PVC
RCP
PVC

PVC PVC
PVC
RCP
HDPE
RCP
RCP
HDPE
HDPE
HDPE
RCP
RCP
HDPE
HDPE
RCP
PVC
RCP
RCP
RCP
PVC
PVC
PVC
PVC
PVC
36" 36" 36"
24"
24"
36"
30"
66"
66"
45" X 72"
36" 36"
30"
66"
24"
999" X 72"
120"
48"
24"
36"
120"
39"
48" X 48"
36" X 48"
36" X 48"
18"
18"
27" 24"
18"
24"
18"
24"
54"
48"
48"
42"
42"
36"
30"
24"
54"
36" 36"
24"
24"
24"
24"
72" X 36"
24"
336' 344' 344'
91'
297'
367'
356'
40'
253'

41.25'
296' 344'
357'
243'

22.25'

19.75'
28'
28'
28'

20.16'

15.5'
281'
5'

6.5'

2.5'

6.58'
65'

19.75' 24.5'
75'
80'
52'
168.39' 270.68'
123.55'

43.44'
113.09'

57.78'
249.82'
512.74'

55.58'

43.35'
158.78' 158.78'
395'
70'
360'
C-5170
C-5174
C-5174
C-5177
C-5177
C-5168
C-5168
C-5169 C-5169
C-5168
C-5176
C-5168
C-5168
C-5170 C-5170
C-5177
C-5177
C-11498
C-11498
C-11498
C-5170
C-14580 C-14581
C-14581
C-14581
C-14583
C-14583
C-14583
C-14584
C-14580
C-14581
C-14583 C-14583
C-11500
C-11500
C-11500
C-11499

RCP RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB

RCP RCP
RCP
RCP
RCP
RCB
RCB
RCB
RCP
RCP
RCP
RCP
RCB
RCB
RCB
RCB
RCP

RCP RCP
RCP
RCP
RCP
RCB
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
O
E-13
F-12
G-13
F-14
F-13 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 F-13 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

LOIS LN (PVT)

SUE LN (PVT)

HUGHES RD (PVT)

LA VERADA CT (PVT)

TIERRA BUENA CT (PVT)

SEVILLA ST
W
I
L
D
O
N
R
D
(
P
V
T
)

BARCELONA ST

CARMEN DR

GRANADA ST

PASEO LOMA (PVT)

CARMEN DR

HERBERT DR (PVT)

SEVILLA ST

CARTAGENA ST
C-8910
C-8910
C-8910
30" 24"
24"
357' C-5176 369' C-5176
C-5175

RCP RCP
RCP
O
F-13
G-12
H-13
G-14
G-13 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 G-13 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

THIS MAP WAS CREATED BY THE CITY OF CAMARILLO GEOGRAPHIC INFORMATION SYSTEM, WHICH IS DESIGNED AND OPERATED SOLELY FOR THE CONVENIENCE OF THE CITY AND RELATED PUBLIC AGENCIES. THE CITY DOES NOT WARRANT THE ACCURACY OF THIS MAP,AND NO DECISION INVOLVING A RISK OF ECONOMIC LOSS OR PHYSICAL INJURY SHOULD BE MADE IN RELIANCE THEREON. 1276'
792' 385' 95' 30'
33'
1240'
Earthen Ditch
Earthen Ditch Earthen Ditch RCP RCP
RCP
ED
O
E-14
F-13
G-14
F-15
F-14 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 F-14 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

PLEASANT VALLEY RD
36' 198' 1585' 73' 100' ED 497'
1823'
26' 24' 24'
25'
25' 31' ED ED Earthen Ditch ED Earthen Ditch Earthen Ditch

RCP RCP RCP RCP RCP
O
F-14
G-13
H-14
G-15
G-14 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 G-14 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CAMARILLO DR

N LOOP DR MARIA LN

SAN CLEMENTE WY

SAN MIGUEL DR

NATALIE WY

ANACAPA DR

MISSION DR

MARISSA LN (PVT)

MISSION TR (PVT)

HIGHLAND TERRACE

BUENA VISTA DR

BUENA VISTA DR (PVT)

MORENO DR

HIGHLAND DR

W LOOP DR

MESA DR

ST (PVT)

MISSION DR

W LOOP DR

ANACAPA DR

MESA DR

CATALINA DR

LA SUEN DR

OPEN CHANNEL
36"
36"
72" X 36" 72" X 36"
36"
999" X 999"
72" X 36"
999" X 999"
999" X 999"
54'
15'
12'
199.7'
12'
98'
C-2528
C-2533
C-2533
C-2533
C-2533
C-13213
C-1687
C-2533
FLD_CHK
RCP
RCP
CD
CD
CONC
RCP
CD
CD
ED
O
G-7
H-6
I-7
H-8
H-7 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 H-7 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

BEVERLY DR

LEAFWOOD DR

ALOHA ST

BEVERLY CR

PARADISE CR

PEPPERWOOD DR

CORTE CABALLOS

TANGLEWOOD DR

PARKWAY DR

AMBER DR

TABOR CR

LORI LN (PVT)

CORTE OLMO

ST (PVT)

MESA DR

PARKWAY DR

ST (PVT)

E LOOP DR

AMBER DR

TEMPLE AV

ST (PVT)

TEMPLE AV

BROOKHILL DR

E LOOP DR

MESA DR

ST (PVT)

AMBER DR

AUBURY PL

N LOOP DR

ST (PVT)

BROOKHILL DR

N LOOP DR

E HIGHLAND DR

AUBURY PL

PLATEAU (PVT) CT

OPEN CHANNEL

42.32'
4'

8.49'
44'
40'
4'
44'
4'
6'

29.93'

17.29'

26.48'

11.8'

27.14'

26.67'

26.59'

20.84'
129.54'

18.77'

33.27'

34.69'

41.05'

31.08'

13.76'

18.37'

22.46'
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
12"
12"
12"
12"
12"
12"
12"
18"
12"
12"
12"
12"
12"
18"
18"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
C-1608
C-1697
C-1607
C-1607
C-1607
C-1607
C-1355A
C-13607
C-13607
C-13607
C-13611
C-13607
C-13214
18"
18"
18"
18"
18"
18"
18"
18"
24"
18"
27"
27"
27"
30"
30" 30"
999" X 999"
10"
60"
72"
72"
72"
36"
36"
36"
15"
60"
431.54'

48.16'
42'

63.43'
90'
157'
399.04'

19.67'

32.67'

46.5'

84.5'
220.84'
129.73'
214'
133.47'
9'
85'

50.9'

11.74'

17.36'
199.7'

60.96'

44.5'

10.83'
540'
C-1697
C-1697
C-1608
C-1608 C-1608
C-1697
C-1608
C-1697
C-1607
C-1607
C-1607
C-1355A
C-1355A C-1355A
C-1687
C-13214
C-13214
C-13214
C-13214
C-13214
C-13213
C-13213
C-13213
C-13213
C-13214
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
CD
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
ED
O
H-7
I-6
J-7
I-8
I-7 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 I-7 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CATALINA DR

LA SUEN DR

LEMON DR

MANSFIELD LN

TIFFANY CT

NORMA CT

NEISH ST

BRENTFORD CT

NANCY ST

LYNDHURST AV

JODY LN

DAPHNE ST

SANTA ANITA CT

WILDEN LN (PVT)

GRACE CT (PVT)

MAXINE DR (PVT)

PRECILLA PL (PVT)

VIA ALCORDE (PVT)

CATALINA DR

ST (PVT)

MISSION DR

W LOOP DR

MORENO DR

ST (PVT)

W LOOP DR

E CRANBROOK ST

ANACAPA DR

ST (PVT)

ANACAPA DR

LYNDHURST AV

MISSION DR

W LOOP DR

CAMILAR DR (PVT)
11" X 18"
36"
36"
11" X 18"
104.32'
58'
104.32'
VC-47267
C-2533
C-2528
VC-47267
CMP
RCP
RCP
CMP
O
G-8
H-7
I-8
H-9
H-8 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 H-8 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

BROOKHILL DR

EL RANCHO DR

VIA VELA

VIA CORZA

DORMAN ST

VIA LEAL

CAMILAR DR (PVT)

CHARTER OAK DR

VIA TOMAS

VIKING DR

PASEO YOLO

VANGUARD DR

CALAVERAS DR

VIA DEL SUELO

WESTWOOD DR

N MUNSON ST

CORTE TELA

CORTE AMIGOS

VANGUARD DR

DAN BROOK AV

CHARTER OAK DR

TEMPLE AV

EL RANCHO DR

CHARTER OAK DR

VIKING DR

LEMON DR

BEVERLY DR

VIA CORZA

KLAMATH DR

CALAVERAS DR

BROOKHILL DR

E LANDEN ST

MAYBROOK AV

TEMPLE AV

ALOHA ST

LAS POSAS RD

E LANDEN ST

LAS POSAS RD

TEMPLE AV

WESTWOOD DR

ALOHA ST

KLAMATH DR

VIA TOMAS

VIA DEL NOGAL

E OAK MEADOW PL

TEMPLE AV

CALAVERAS DR

CORTE CABALLOS

BEVERLY
CR
78'
8'

44.17'
5'
8'
68'
35'
6'
50'
9'
30'
9'
32'
159.5'
95'
12'
55'

39.37'

44.28'
65'
160'
6'
33'
46'
105'

2.75'
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
24"
24"
24"
24"
24"
24"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
C-1123
C-1346
C-1713
C-1348
C-1120
C-516
C-516
C-513
C-514
C-1148
C-1148
C-1147 30"
33"
18"
36"
24"
27"
24"
24"
27"
27"
18"
18"
30"
30"
30"
30"
30"
30"
18"
30"
30"
30"
39" 39"
45"
48"
48" 48"
48"
48"
45"
45"
36"
36"
140.03'
149.56'
113'
99'
342'

91.46'
275.34'

43.34'
56'
358'
207.17'

73.17'
158'

79.65'
356.35'
365'

24.26'
370.74'
135'
102'
214'
115.42'
120.76'

83.07'
198'
348.5'
100.95' 213.33'
104.84'
200'
C-1120
C-1122 C-1120
C-1123
C-1123
C-1712
C-1712
C-1712
C-1123
C-1713
C-1713
C-1345
C-1345
C-1346
C-1346
C-1347
C-1355A
C-1355A
C-2526
Y-3-172
Y-3-172
Y-3-172
Y-3-172
Y-3-171 Y-3-171
Y-3-172
Y-3-172
Y-3-172
Y-3-172
C-2534
C-2534
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
H-8
I-7
J-8
I-9
I-8 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 I-8 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

DERBY ST

LONSDALE ST

E LYNDHURST AV

BEDFORD DR

E ROYCE CT

BRIARFIELD ST

DAPPLE AV

CANTER AV

TAMARIX ST

SORREL ST

MANDALAY CT

EUCLID CR (PVT)

SUNRISE CT

ROCKLYN ST

BEDFORD DR

EUCLID AV

BRIARFIELD ST

E EDGEMONT DR

LAS POSAS RD

ROCKLYN ST

EUCLID AV

LAS POSAS RD

ANACAPA DR

TAMARIX ST

EUCLID AV (PVT)

LAS POSAS RD

HOBART DR

MISSION DR

MOBIL AV

LYNDHURST AV

ANACAPA DR

MISSION DR

E EDGEMONT DR

MOBIL AV

ANACAPA DR

BRIARFIELD ST

E HOBART DR

W LOOP DR

SORREL ST

TIFFANY CT

OPEN CHANNEL

CAMARILLO HILLS DRAIN

OPEN CHANNEL OPEN CHANNEL

OPEN CHANNEL

MISSION DRAIN
(2)

63.5'
155'
41'

46.17'

16.3' 23.92'
33'
39'
C-2306
C-3594
24"
24"
30"
21"
24"
24"
21"
24"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
24" X 63"
24" X 48" 24" X 50"
30"
24" X 72"
24" X 63"
24" X 57"
60"
60" X 30"
27"
48"
42"
30"
36"
36"
36"
36"
24" X 72"
36"
48" X 66"
48" X 66"
24" X 999"
24" X 999"
24" X 999"
36" X 999"
24" X 999"
24" X 999"
24" X 999"
90" X 24"
36" X 999"
24"
18" X 11"
50'
358.72'
236.28' 250.64'
199.32'
20'
140.5'
413.66'

46.17'
8'
20' 449.36'

67.8'
296'
8'
114.4'
186'

59.32'
279'
10'
654.76'
20'
364.8'
20'
331 4. 3'
414.45'

95.71'
680'
203'
96'
VC-50791
C-3597
C-3595
C-3595
C-3597
C-3595
C-3594
C-3594
C-7443A
C-7443A
C-7443A
C-7443A
C-3597
C-7443A
Y-3-191A
Y-3-191A
Y-3-169
Y-3-191A
Y-3-191A
Y-3-169
Y-3-169
Y-3-179
Y-3-179
Y-3-179
Y-3-179
Y-3-170
Y-3-170
Y-3-170
Y-3-170
Y-3-179
C-15219
VC-41492
CONC

CONC CONC
CONC
RCP
RCB
CONC
CONC
RCB
RCB
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCP
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
RCP
CMP
O
G-9
H-8
I-9
H-10
H-9 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 H-9 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

N LANDEN ST

KIMBERLY AV LOS NOGALAS AV

PARKHILL CT

SIERRA MADRE DR

BERWICK ST

BALMORAL CT

DEERFIELD CT

ALGONQUIN CT

PALMER AV

TEMPLE AV

OAKHURST CT

WENDELL ST

VISTA CT

EXETER CT

LEXINGTON CT

STONE MEADOW CT

SWEETWATER AV

STONE MEADOW DR

CHEROKEE CT

E MUNSON ST

APACHE CT

IROQUOIS CT

VISTA CT

ARNEILL RD

LEXINGTON CT

BROOKHAVEN AV

N MUNSON ST N MUNSON ST

BROOKHAVEN AV

WENDELL ST

ROCKLYN ST

BRIARFIELD STPALMER AV

ROCKLYN ST

TEMPLE AV

E MUNSON ST

ROCKLYN ST

DERBY ST

LONSDALE ST

ARNEILL RD

LAS POSAS RD

ROCKLYN ST

DORMAN ST

KENDALL AV

OPEN CHANNEL

35.26' 41.25'

37.07'

42.03'
142.54'

69.19'

41.92'

48.6'

63.5'

33.75'

63.5'

44.84'

40.18'
27'
30'
198.5'
121'
210'
192'
154.8'
219'
159.1'
66'
72'
18"
24" 18"
18"
18"
18"
18"
18"
18"
21"
18"
24"
18"
27"
18"
18"
12"
24"
24"
24"
12"
12"
12"
16"
24"
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
C-2193
C-2178
C-2178
C-12450
C-6040
C-6040
C-6040
C-12451
C-12450
C-12450
C-6040
C-6040
33"
21"
33"
30"
36"
24"
24"
30" X 54"
30" X 54"
30" X 54"
30"
36"
24"
24"
36"
30"
36" X 60"
42"
48"
72" X 48"
24" X 43"
24" X 44"
24" X 999"
48"
72" X 24"
48"
18" X 11"
15"
48"
72" X 48"
12"
12"
12"
36" X 6"
16" X 4"
999"

32.42'
302.93'
113.93'
246.29'
40'
149.04'

31.39'
368' 372'
100'
152.69'
343.65'

78.12'
126.88'
471.9'
115.42'
213.1'
575.7'
20'
218.63'
20'
414.45'

30.5'

13.91'
100.95'
252.7'
71'
122.74'

79.43'
275'
142'
19'
637.05'
95'
C-1650
C-2177
C-1650
C-1650
C-1649
C-2112
C-2112
C-2111
C-2111
C-2111
C-2116
C-1649
C-6038
C-6038
C-6038
C-2526
C-2111
C-1649
Y-3-0171
Y-3-0171
Y-3-0171
Y-3-0171
Y-3-170
C-2537C
C-2537C
Y-3-171
C-10782
C-10782
Y-3-0171
Y-3-0171
C-15971
C-15970
C-15970
C-2182
C-2182
FLD_CHK
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCB
RCB
RCB
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCP
RCP
RCB
CONC
CONC
CONC
RCP
RCB
RCP
CMP
RCP
RCP
RCB
HDPE
HDPE
HDPE
CD
AC
CONC
O
H-9
I-8
J-9
I-10
I-9 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 I-9 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

WILCOX ST

GORMAN ST

SHERBORNE ST

E HAYDEN ST

FARNWORTH ST

E DUNNIGAN ST E ROWLAND AV

SPARKMAN AV

E GRANGER ST

E BANCROFT ST

FAIRCHILD AV

N ROWLAND AV

DEXTER ST

E TEJON CT

MOBIL AV

CLAYTON CT

N BEDFORD DR

BRONSON ST

N BRENTLY AV

N MODESTO AV

BELMONT AV

N BEDFORD CT

DUNNIGAN ST

N BEDFORD DR
AL

E MODESTO AV

E EDGEMONT DR

ASCOT PL

N ROWLAND AV

ROWLAND AV

BEDFORD DR
AL

E HAYDEN ST

DUNNIGAN
ST

MOBIL AV

N ROWLAND AV

E EDGEMONT DR
AL

OPEN CHANNEL

CAMARILLO HILLS DRAIN

OPEN CHANNEL
DOUBLE

OPEN CHANNEL

ARNEILL DRAIN
42"
30"
18"
42" 30"
48" X 75"
60" X 36"
48" X 66"
48" X 75"
48" X 76"
24" X 999"
60" X 36"
60" X 36"
75" X 48" 75" X 48"
96" X 72"
999" X 999"
24" X 999"
132.5'

40.96'
40'

8.59' 145.38'
60'
654.76'
145'
15'
15'
226.67'
884.81'
60'
25'
C-2149
C-2149 VC-45830
VC-40266
Y-3-168
Y-3-169
Y-3-168
Y-3-168
VC-45830
C-2149
Y-3-173
VC-40266
VC-40266
Y-3-169
Y-3-169
VC-41791
VC-41791
Y-3-173
RCP
RCP
CMP

RCP RCP
CONC
CONC
CONC
CONC
RCB
RCB
RCB
RCB

CONC CONC
RCB
CONC
CONC
O
G-10
H-9
I-10
H-11
H-10 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 H-10 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

WALKER AV

ARNEILL RD

SHALIMAR ST

FIESTA AV

TRUMAN CT

VIA MONTOYA

WAVERLY AV

CAMBRIA CT
CA
MEO
CT

ASHBURY CT

BOLLIN AV

VIA MONTOYA (PVT)

BOGART ST

ASCOT PL

BORDEAUX AV

GEMINI AV

WAVERLY CT

SWEETWATER AV

GEMINI AV

CENTENNIAL AV

DUNNIGAN ST

E DWIGHT AV

BROOKHAVEN AV

DUNNIGAN ST

SATURN AV

PALMER AV

TEMPLE AV

GEMINI CT

PALMER AV

BOLLIN AV

BOGART ST

CENTENNIAL AV

PONDEROSA DR

PALMER AV

ARNEILL RD

DUNNIGAN ST

WAVERLY AV

VIA MONTOYA (PVT)

PARKHILL CT
VIA

MONTOYA (PVT)

VISTA CT

BORDEAUX AV

SHERBORNE ST

FARNWORTH ST

WILCOX ST

GORMAN ST

EXETER CT

STONE MEADOW CT

OAKHURST CT

ALGONQUIN CT

OPEN CHANNEL

55.12'

40.75'

41.08'

49.05'

46.2'

46.12'

57.9' 32.61'

42.43'

68.17'

54.4'

45.42'

20.69'

25.38'
52'

65.4'
40'
18"
18"
18"
24"
24"
18"
18"
18"
36" 30"
18"
18"
18"
18"
18"
18"
18"
18"
27"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
C-1490
C-2176
C-5617
C-1197
C-2247
C-2247
C-2247
C-2174
36" X 108"
42" 36" X 72"
48"
24"
42"
42"
30"
24"
18"
36"
18"
36"
30" X 60"
42"
42"
24"
24"
42"
36" X 60"
36" X 60"
24"
36" X 108"
30" X 60"
36" X 108"
12"
15"
12"
21"
24"
15" 15"
15"
12"
12"
18" 18"
30"
30"
18"
36" X 60"
36" X 60"
36" X 108"
36" X 60"
60" X 36"
36" X 60"
24" X 999"
102" X 36"
102" X 36"
24"
24"
24"
508'
575.7' 388.13'
25'
116'
256'

79.63'
112.04'
182.67'
237'
182.67'
264'
132.04'
166.07'
198.23'
215.5'

88.09'
345.47'
325.79'
156.73'
201.19'

5.36'

47.46'
60'
108.91'

70.84'
213.1'
111.98' 78.33'
520'
96'

55.45'
277.17'
C-2109
C-1649 C-1198
C-1198
C-1489 C-1489
C-1489
C-1197
C-1666
C-1489
C-1666
C-1489
C-2174
C-1490
C-2110
C-2110
C-2113
C-2117
C-2117
C-5715
C-5715
C-5715
C-5716
C-5716
C-5716 C-5716
C-5716
C-5715
C-5715 C-5715
C-2175
C-5716
C-2111
C-2110
C-1490
VC-40267
C-1198 C-1651A
Y-3-173
C-2109
C-2109
C-2247
C-2247
C-5698
CONC

RCP RCB
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCP
RCP
RCP
RCP
RCB
RCB
RCP
RCB
RCB
RCB
RCB
PVC
PVC
PVC
RCP
RCP

PVC PVC
PVC
PVC
PVC

RCP RCP
RCP
RCP
RCP
RCB
RCB

RCP RCP RCP RCP
RCP
RCB
RCP
RCB
CONC
RCB
RCB
RCP
RCP
RCP
O
H-10
I-9
J-10
I-11
I-10 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 I-10 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

DUVALL AV

EMPRESS AV

ROWLAND AV

E SHORELINE ST

MURRAY AV

MOBIL AV

BISCAYNE AV

E DARNELL CT

BAJA CT (PVT)

VIEJO DR (PVT)

REGENT ST

BANDERA DR (PVT)

E REGENT ST

YOLANDA ST

KINO ST E PIERSIDE LN (PVT)

E DOCKSIDE LN (PVT)

E EDGEWATER LN (PVT)

TAXCO CT (PVT)

DEL PRADO DR (PVT)

DELGADA CT

DURANGO CT (PVT)

CORONADO CT (PVT)

N BRENTLY AV

CHAPALA DR (PVT) BRENTLY AV

BURNLEY ST

ROWLAND AV

ONADA LN (PVT)

CHANDLER ST

MURRAY AV

E REGENT ST

DEL PRADO DR (PVT)

PONDEROSA DR

KINO ST

MOBIL AV

PONDEROSA DR

E REGENT ST
AL

MOBIL AV
AL

PICKWICK DR
AL

PONDEROSA DR

ESCONDIDO CT (PVT)

CHAPALA DR (PVT)

SONORA DR (PVT)

DEL PRADO DR (PVT)

BAJA CT (PVT)

OPEN CHANNEL

CAMARILLO HILLS DRAIN

CAMARILLO HILLS DRAIN
Pond Overflow outlet 46.15'

39.98'

42.83'
32'
24'
24'
50'

9.5'

4.3'

30.96'

13.65'
14'
145.6'
C-831
C-831
C-4610
C-12368
24"
30"
24"
24"
24"
24"
24"
18"
24"
42" 42"
18"
12"
12"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
42"
30"
42"
30"
36"
42"
36"
30"30" 30"
36" X 22"
30"
30"
18"
30"
42"
30"
30"
30" 30"
36"
36"
42"
36"
42"
24"
48" X 69" 48" X 69"
48" X 73"
48" X 73"
48" X 73" 48" X 73"
48" X 73"
48" X 76"
48" X 76"
156" X 78"
30"
156" X 78"
48" X 76"
24" X 45"
168" X 48"
84" X 48"
168" X 48"
168" X 48"
168" X 48"
84" X 48"
84" X 48"
168" X 66"
168" X 66"
168" X 66"
54"
48" X 73"
24" X 48"
24" X 48"
24" X 999"
156" X 78"
36" X 22" 36" X 22"
156" X 78"
18"
230.75'

12.97'

68.83'288.03' 101.11'
80'

89.89'
270.62'
150'
258.6'
398.29'

24.81'
480.72'

12.23'

74.09'
128.84'

75.56'
106.46'
360.52' 360.52'
223'
148.33'
213.79'
230.9'
302'

3.06'
518.49'
4'

26.7'
650'
20'

30.24'
86'
37'
20'
68'
25'

18.5'
25'
70'
35'
35'
336.7'
596.87'
54'
167'
116.54' 116.7'
247'
VC-46891
VC-46891
VC-46891VC-46892
C-2746C
C-2746C
C-2746C
C-2149
C-2149
C-5515
VC-41823
C-3818
C-5514
C-1728
C-2746A
VC-45137
C-3656
Y-3-166 Y-3-166
Y-3-166
Y-3-166
Y-3-166
VC-46891
C-5514
C-2746D
Y-3-168
Y-3-166
Y-3-166
Y-3-167
Y-3-167
VC-45137
VC-45137
Y-3-174
C-4967A
VC-47840
C-4967A
C-4967A
C-4967A
VC-47840
VC-47840
C-824
C-824
C-824
C-831
Y-3-166
Y-3-174
Y-3-174
Y-3-174
VC-45137
VC-47840 VC-47840
Unknown
VC-44204
RCP
RCP
RCP

RCP RCP
CMP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
CD
CONC
RCP
CD
RCP
CONC
CONC

CONC CONC
CONC
CONC
CONC
CONC
CONC
RCB
RCB
RCB
RCB
RCB
RCB
CONC
RCB
RCB
RCB
RCP

CONC CONC
CONC
CONC
CONC
RCB

CMP CMP
CMP
O
G-11
H-10
I-11
H-12
H-11 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 H-11 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

BELDEN AV

MERRITT AV

FULTON ST

GRAHAM AV

MCCULLOCH ST

KELLEY AV

PICKWICK DR

OBRIEN CR

STAUNTON ST

KNIGHT RONDO

KEYSER RONDO

MCLEOD RONDO

MARSH RONDO

PHEASANT HILL LN (PVT)

DUMETZ ST

ST (PVT)

TEMPLE AV

HARTNELL ST

FULTON ST

N LEWIS RD TEMPLE AV

WALKER AV
AL
AL

CHANDLER ST

ARNEILL RD

LEONARD ST

HARTNELL ST

LEONARD ST

WALKER AV

ARNEILL RD

ST (PVT)

PHEASANT HILL LN (PVT)

PONDEROSA DR

PICKWICK DR

PONDEROSA DR

OPEN CHANNEL

PONDEROSA DRAIN
15'
64'
20'
22'
137'
37'

16.57'

52.15'

15.48'
90'
23'
3'
12"
21"
18"
21"
15"
18"
18"
18"
18"
18"
24"
24"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
RCP
RCP
C-130
C-131
VC-48978
C-103
VC-48978
C-103
VC-40031
C-2901A
C-2245
30"
24"
30"
36"
21"
30"
36" X 108"
144" X 48"
36" X 108"
18"
144" X 48"
144" X 48"
144" X 48"
144" X 48"
72" X 48"
72" X 48"
72" X 18"
72" X 18"
72" X 18"
72" X 18"
72" X 18"
24" X 60"
24" X 33"
43" X 27"
43" X 27"
36" X 22"
108" X 54"
108" X 54"
36" X 108"
72" X 18"
999" X 999"
30"
144" X 48"
144" X 48" 24" X 45"
233'
54'

91.11'
127'
206' 292'
35'
201.19'
150'

97.95'
91'
15'
596.87'
20'
84'
204.56'

86.2'

95.44'
45'
30'

85.19'
42'

89.66'
12'
20'
207'
261.9'
5'
C-2901
C-131
C-130 C-130
C-2117
Y-3-2224
Y-3-2224
Y-3-174
Y-3-174
C-153
VC-43433
C-153
C-153
VC-43433
Y-3-175
Y-3-175
VC-40031
VC-40031
VC-40031
C-2245
C-2245
C-2117
C-153
Y-3-174
C-2245
Y-3-2224
Y-3-2224
Y-3-174
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCB
RCP
RCB
RCB
RCB
RCB
CONC
RCB
RCB
RCB
RCB
RCB
RCB
RCB
CONC
CONC
CMP
CMP
CMP
CONC
CONC
RCB
RCB
RCB
RCP
RCB
RCB
O
H-11
I-10
J-11
I-12
I-11 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 I-11 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

RAEMERE ST

MARKER AV
IDA ST
FIR ST
OAK ST

LIDO CT (PVT)

MILBURN ST

CAPISTRANO CT (PVT)

SONORA DR (PVT)

E BRIDGEPORT LN (PVT)

JALISCO CT (PVT) SONORA DR (PVT)

DAILY DR
FIR ST

VENTURA BL

VIEJO DR (PVT)
AL

VENTURA FW

W CHAPEL DR

GRANDVIEW CR

COLONIA PL

BRENTLY AV

VENTURA FW

DAILY DR
AL

GENEIVE ST

W CHAPEL DR

VENTURA BL
AL

W CHAPEL DR

VENTURA BL
AL

MOBIL AV

VENTURA FW

CEDAR DR
AL

DAILY DR

BRENTLY AV

W CHAPEL DR

GENEIVE ST

KENNETH ST
AL
OAK ST

MURRAY AV

ROWLAND AV

CEDAR DR
AL

COLONIA PL

SONORA DR (PVT)

MONTE VISTA DR (PVT)
AL
50'

74.6'

46.47'

33.89'

62.53'

33.99'

69.58'

61.34'

12.79'
52'
C-11340
VC-41095
C-12703
C-16296
18"
15"
18"
18"
18"
18"
18"
18"
24"
18"
6"
6"
24"
24" 24"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
RCP
RCP
RCP
18"
30"
18"
18"
18" 18"
18"
18"
18"
18"
30"
18"
18"
18"
24"
24"
18"
30"
24"
24"
24"
24"
18"
24"
18"
18"
18"
18"
18"
18"
12"
12"
12"
12"
12"
12"
999" "
24"
18"
999"
24"
24"
24"
24"
24"
518.49'
165.18'

51.59'
208.58'

47.74'
106.89'

61.97'

84.3'
262.11'
246.67'
159.09'
150.55'

90.05'
254.19'
6'

62.83'
198'
174'
24'
133.36'
175.64'
79'

9.51'
68'
72'
98'
320'
426'
45'
98'
40'
43'
104'
'
295'
338' 336'
592'
276'
VC-46892
C-10970
C-10969
C-5515
C-10969
C-10970
C-5515
C-5515
C-10969
C-2746D
C-11340
C-11340
C-11340
VC-41095
VC-41095
VC-37922
VC-37922
C-1095A
Cal-Trans_Arneill_D-6
C-10970
FLD_CHK
FLD_CHK
C-16557
C-11340
Cal-Trans_BL_D2
C-11340
C-11340
C-11340
Cal-Trans_BL_D3
Cal-Trans_BL_D3
Cal-Trans_BL_D4
C-11340
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
RCP
RCP
CMP
HDPE
RCP
DI
CMP
RCP
RCP
CMP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
ED
RCP
CD CMP
ED CD

CMP CMP
CMP
RCP
O
G-12
H-11
I-12
H-13
H-12 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 H-12 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

BARRY ST

N GLENN DR

CHAPEL DR

PEOPLES AV

PETIT ST
AL

PALM DR
AL

VENTURA BL
AL

BARRY ST

NELLORA ST

ARNEILL RD

VENTURA FW
AL

VENTURA FW

ST (PVT)

DAILY DR

LEWIS RD

N GLENN DR
AL
AL

N LEWIS RD
AL

MERRITT AV

VENTURA BL

MISSION OAKS BL
ELM DR

VETERANS WY
AL

DAILY DR

LOMITA ST
AL

CHAPEL DR

S GLENN DR

VENTURA FW

FULTON ST

ARNEILL RD

N LEWIS RD
AL

DAILY DR

S DAWSON DR

UNION PACIFIC RR

FULTON ST
101 SB OFF

LEWIS RAMP

CAMARILLO ST

S DAWSON DR

UNION PACIFIC RR

DUMETZ ST

RAEMERE ST

PETIT ST

TWO CHAMBER

JUNCTION STRUCTURE
DOUBLE
DOUBLE
Double Line

37.57'
23'

4.02'

52.16'

1.47'

29.85'
19'

3.28'

2.95'

95.47'

26.57'

29.53'

40.33'
92'
32'
12"
18"
18"
24" 24"
24"
24"
18"
18"
27"
63"
18"
24"
24"
24"
15"
15"
18"
18" 24"
18"
18"
15"
15"
RCP
RCP
RCP

HDPE HDPE
HDPE
HDPE
RCP
RCP
RCP
CMP
RCP
RCP
HDPE
HDPE
RCP
RCP
RCP

CMP RCP
CMP
AC
RCP
RCP
C-12343
C-13862
Cal-Trans Lewis D-4
Cal-Trans Lewis D-4
Cal-Trans Lewis D-3 Cal-Trans Lewis D-3
VCTC-38
Cal-Trans Lewis D-3
Cal-Trans Lewis D-8
Cal-Trans Lewis D-8 Cal-Trans Lewis D-4
Cal-Trans Lewis D-4
Cal-Trans_Petit_DR-17
C-6925
Cal-Trans Lewis D-4
18"
24"
24" X 14"
18"
15" X 23"
8"
8"
24"
24"
24"
24"
24"
8"
18"
18"
12"
18"
18"
24" X 24"
36" X 36"
24" X 48"
24" X 48"
24" X 48"
15" X 23"
15" X 23"
24"
24"
24"
24"
12"
12"
18"
18"
18"
120" X 48"
120" X 48"
12"
18"
18"
27"
36"
36"
18"
18"
18"
36"
36"
36"
18"
18"
18"
12"
18"
36"
36"
48" X 24"
48" X 24"
48" X 24"
48" X 24"
48" X 24"
48" X 24"
48" X 24"
24" 42"
24" 24"
24"
48"
24"
24"
15"
24"
24"
18"
15" 18"
18"
18"
18"
18"
36"
24"
18"
18"
18"
18"
14" X 23"
14" X 23"
18"
18"
18"
18"
18"
18"
21" 24"
24"
18"
18"
48"

49.37'
285'

65.45'
122'
262.11'
270'
61'
168.62'
162.75'

40.39'

91.24'

69.57'
75'

85.97'
34'

52.49'
104.99'

24.74'
122.89'

24.74'

46.59'

23.95'

5.25'

92.5'
88'
28'
103'

87.91'

53.47'
61'

7.64'

14.1' 9.84'

19.68'

45.93'
184.05' 174.21'

33.29'

76.11'

89.24'
74'
226'
62'
53'
381'
61'
111'
38'
71'
91'
191'
82'
69'
C-10970
C-4687A
C-10970
C-4687A
C-4378A
C-10383
C-10381 C-10381
C-10381
C-10381
C-13862
C-10381
C-13862
VCTC-39
VCTC-39
VCTC-39
VCTC-38
VCTC-35
VCTC-35
VCTC-35
VCTC-34
VCTC-34
C-9729
C-9729
C-4687A
Cal-Trans_Lewis_D-4
Cal-Trans_Lewis_D-4
Cal-Trans_Lewis_D-3
Cal-Trans_Lewis_D-3
Cal-Trans_Lewis_D-3
Cal-Trans Lewis D-7
Cal-Trans Lewis D-7
Cal-Trans Lewis D-7
Cal-Trans_Lewis_D-3
Cal-Trans_Petit_DR-18
Cal-Trans_Petit_DR-18
C-10383
Cal-Trans_Lewis_D-3
Cal-Trans_Lewis_D-3
Cal-Trans_Lewis_D-3
Cal-Trans_Lewis_D-3
Cal-Trans_Lewis_D-3
Cal-Trans_Lewis_D-4 Cal-Trans_Lewis_D-4
Cal-Trans_Lewis_D-4
Cal-Trans_Lewis_D-4 Cal-Trans_Lewis_D-4
C-6925
C-6925
VCTC-38
Cal-Trans_Arneill_Drainage_D-2
Cal-Trans_Arneill_D-5
Cal-Trans_Arneill_D-5
Cal-Trans_Lewis_D-4
Cal-Trans_Arneill_D-5
C-10971
C-10971
C-10971
C-10971
C-10971
C-10971
Cal-Trans_Arneill_D-5
Cal-Trans_Arneill_D-5
Cal-Trans_Arneill_D-5
C-4378A
RCP
RCP
RCB
CMP
RCP
PVC
PVC
RCP
RCP
RCP
RCP
RCP
PVC
RCP
RCP
RCP

RCP RCP
RCB
CONC
RCB
RCB
RCB
RCP
RCP
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
RCP
RCP
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

HDPE CMP
AC
HDPE
RCP
RCP
RCP
RCB
RCB
RCB
RCB
RCB

RCB RCB

RCP RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CD
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
O
H-12
I-11
J-12
I-13
I-12 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 I-12 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

RUBIO ST

MIRA MAR ST

SHIRLEY ST GENEIVE CR

GRANDVIEW DR
O
R
C
H
A
R
D
V
I
E
W
C
R

GRANDVIEW CR

SEVILLA ST

GRANDVIEW DR
ELM DR

GENEIVE ST

CEDAR DR
FIR ST
30' 33'
172'
110'
194'
C-4220 C-4220
C-4219
C-4219 C-4219 18" 18"
18"
18"
12"

RCP RCP
RCP
RCP
RCP
24" X 6"
12"
18"
12"
12"
106'
133'
121'
189'
C-4220
C-1258
C-4219
VC-33004
C-4279
VC-34015
VC-33394-A
CD
CMP
CMP
CMP
CMP
O
G-13
H-12
I-13
H-14
H-13 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 H-13 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

ACACIA ST

MAGNOLIA ST

HOLLY DR (PVT)

DAWSON PL
3-M DR (PVT)

LEWIS RD
AL
AL

S DAWSON DR

UNION PACIFIC RR

S GLENN DR

PETIT ST

CAMARILLO ST

S DAWSON DR

S GLENN DR

GRANDVIEW DR

PALM DR

MAGNOLIA ST

LEWIS RD

UNION PACIFIC RR

S DAWSON DR

ACACIA ST

LEWIS RD

1. WESTPARK CT

1. Planter Drain
DOUBLE
Dual Lines
20'
30'
20'

34.41'

34.64'

40.34'
223'
114'
408' 38'
34'
77'
177'
62'
425'
135'
163'
42'
67'
254'
92'
309' 108'
3'
188'

59.81'
32'

29.13' 29.13' 19.28'

45.96'

16.97'

17.45'
143.56'

20.17'

44.5' 35.77'

31.55'
94'
96'
200'
84' 84'
72' 102'
57'
74' 89'
139'
150'
142'
175'
24"
24"
12"
18"
33"
18"
18"
33"
24" 30" 15"
12"
15" 12"
6"
12"
6"
8"
6"
6"
12"
12"
12"
12"
15"
4"
12" 30"
12"
33"
4"
12" 15"
12"
999"
12"
12"
18"
12"
12"
12"
24" 24" 18" 24"
18"
18"
18"
18"
18"
18" 30"
18"
18"
10"
18"
24"
18"
12"
18"
15"
12"
12" 18"
12"
10" 12"
15"
12"
18"
18"
18"
27" 8"
RCP
RCP
RCP
RCP
RCP
RCP
AC
RCP

RCP RCP RCP
PVC

RCP PVC
PVC
PVC
PVC
PVC
PVC
PVC
RCP
RCP
RCP
RCP
RCP
PVC
RCP
RCP
PVC

PVC PVC
PVC
RCP
PVC
PVC
RCP
PVC
PVC
PVC

HDPE HDPE HDPE HDPE
HDPE
HDPE
RCP
HDPE
HDPE
HDPE
HDPE
HDPE

PVC HDPE
HDPE
HDPE
HDPE
HDPE
HDPE

HDPE HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
C-4371
C-4371
C-9734
C-9734
C-9734
Cal-Trans_Petit_DR-17
C-12250
C-12250 C-12250 C-12250
C-12251 C-13857
C-13857
C-13859 C-13859
C-13858
C-13857
C-12251
C-12254
C-12254
C-13858
C-12254
C-12254
C-12251
C-14692 C-14691
C-14708
C-14708
C-14694
C-16027 C-16027 C-16028
C-16028
C-16029
C-16234
C-16234
C-16238
C-16239 C-16284
C-16284
C-16626
C-16626
C-16627 C-16627
C-16627
C-16627
C-16626
C-13857
36"
36"
24"
120" X 48"
144" X 48"
144" X 60"
144" X 60"
48"
48"
48"
144" X 48"
144" X 48"
144" X 48"
36" X 72"
144" X 48"
144" X 48"
144" X 48"
144" X 48"
48"
48"
48"
48"
120" X 48"
42" 42" 42"
42"
42"
18"
21"
21"
36"
18"
48"
48"
24" 24"
24"
24"
36"
36"
24"
36"
36"
36"
30"
30"
78" X 144"
42"
36"
30"
24"
24"
12"
24"
24"
24" 24" 30"
18"
18"
18"
18"
18"
98'
382.56'
65'
85'
120'
49'
5'
20'
61'
49'
367.44'

7.56'

7.44'
248.38'
127.25'
180.78'
297.15'
258' 204'
157.79'

32.57'
246'
216.95' 286.58'
213.82' 233.18'
115.83'

45.66' 131.42'

35.14'
94'
54'

14.67'
216.95'

79.42'
248'

65.49'
102.09'
236.88'
183.71'
138.11'

37.91'

80.4'

44.85' 99'145'
173.48'
208.58'
187.54'
206.68'

10.8'
C-3632
C-3632
C-4373
C-9734
C-9734
C-9734
C-9734
C-9734
Y-3-15
C-9734
C-9734
C-9734
C-9734
Y-3-15
C-9734
C-9734
C-9734
C-9734
C-12971
C-12971
C-12970
C-12970
C-9724
C-13858 C-13858
C-13858
C-14629
C-14710
C-14502
VC-32860
VC-32860
C-14709 C-14708
C-14708
C-14708
C-14708
C-14708
C-14502
C-14708
C-16028
C-16028
Cal-Trans Lewis D-2
C-16027
C-16028
C-16233
C-16233
C-16233 C-16232 C-16028
C-16043I
C-16043I
C-16043I C-16043I
C-16043J
RCP
RCP
RCP
RCB
RCB
RCB
RCB
RCP
RCP
RCP
RCB
RCB
RCB
RCB
RCB
CONC
RCB
RCB
RCP
RCP
RCP
RCP
RCB

RCP RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
HDPE
HDPE
RCP
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE

HDPE HDPE
HDPE
HDPE
HDPE
HDPE

HDPE HDPE
HDPE
O
H-13
I-12
J-13
I-14
I-13 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 I-13 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

SOUTHFIELD RD

PLEASANT VALLEY RD

UNION PACIFIC RR

PLEASANT VALLEY RD

FIFTH ST
18'
18" RCP
24" X 72"
84" X 24"
84" X 24"
84" X 24"
84" X 24"
20"
35'
49'

42.5'
6'
388.61'
1585'
C-1908 C-1908
C-1908
C-1908
RCB
RCB
RCP
RCB
Earthen Ditch RCB
CMP
O
G-14
H-13
I-14
H-15
H-14 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 H-14 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CALLE SAN PABLO

CONSTITUTION AV

PLEASANT VALLEY RD

LEWIS RD

PLEASANT VALLEY RD

S DAWSON DR

UNION PACIFIC RR

LEWIS RD

OPEN CHANNEL

LEWIS ROAD DRAIN

24.51'

29.55'

2.47'
18"
18"
18"
RCP
RCP
HDPE
18" 18"
27"
36"
21" 24" 24"
60" X 24"
36" X 24" 72" X 24"
48" X 24"
108" X 24"
108" X 24"
24"
27"
84" X 24"
144" X 66"
"78" X 144"
24" 54" 48" 48"
36" 36"
54"
36"
12"
18"
18"
18"
18"
18"
16"
18"
36"
36"
144" X 66"
48" X 120"
219' 283'
176.25'
299.76'
283' 159' 201.55'
393.12'
145.25' 20'

77.78'
374.83'
388.61'
852'
1358'
248.18'
301.68' 341.74' 297.15'
158.84' 8.17'

19.66'
217.43'
5'
180'

39.64'
153.3'
150.3'

26.67'
104.75'

7.15'
195'
105'
852'
700'
C-2376A C-2376A
C-2374
C-2374
C-2375
C-383
C-1908 C-383
C-1908
C-2375
C-2374
C-1908
C-2375 C-2375
C-1908
Y-3-3325
Cal-Trans Lewis D-1 07-195804
C-12985
C-12970 C-12970 C-12970
C-12857 C-12970
C-12970
C-13952
C-12985
C-2376A
C-12808
C-12808
C-12808
C-2376A
C-12809
C-12809
C-2373
C-2373
Y-3-3325
C-16025

RCP RCP
RCP
RCP

RCP RCP RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCB
RCB

RCP RCP RCP RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
DI
RCP
RCP
RCP
RCB
CONC
O
H-14
I-13
J-14
I-15
I-14 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 I-14 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

O
H-14
I-15
H-15 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 H-15 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

LEWIS RD
O
H-15
I-14
J-15
I-15 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 I-15 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

ALOSTA DR

E LOOP DR

MESA DR

WY (PVT)

GYPSY LN (PVT)

ALOSTA PL (PVT)

ORANGE LN (PVT)

ALOSTA LN (PVT)

FAIRGROVE CR

HUERTA CT (PVT)

WAYSIDE CR

ALOSTA DR (PVT)

ALOSTA DR

ANTONIO DR

RIO HATO (PVT)

MESA DR

MAR VISTA DR

ANTONIO DR

ALOSTA DR

HUERTA CT (PVT)
AL

ALOSTA WY (PVT)
AL

LOMA DR

CALLE CITA

E LOOP DR

LOMA DR

SAN YSIDRO ST

N PONDEROSA DR
29'

57.4'

33.6'

6.5'
10'

33.6'
C-4639
18"
39"
24"
18"
12"
24"
CMP
RCP
RCP
RCP
RCP
RCP
39"
39"
27"
27"
15"
15"
12"
36"
15"
24" X 24"
24" X 108"
24" X 108"
24" X 108"
24" X 108"
24" X 108"
39"
5'
20'
399.64'
386.16'

55.38'

30.54'
100'
217.5'
32'

32.8'

14.62'
138.82'
117.49'
26'
5'
230'
Y-3-933
Y-3-933
C-2720
C-2720
C-4633
C-4633
C-4116
C-4116
C-4633
C-4116
C-3674
C-3674
C-3674
C-3674
C-3674
Y-3-933
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCB
RCB
RCB
RCB
RCB
RCP
O
I-7
J-6
K-7
J-8
J-7 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 J-7 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

MAR VISTA DR

FIELDGATE DR

VIA MATILIJA (PVT)

VILLAMONTE CT (PVT)

LAS POSAS RD

ANTONIO DR

VILLAMONTE CT (PVT)

ANTONIO DR
Double
Double
Double
Double
Double
Double
85'
200'
82'
149'
33'
128'
76'
68'
54'

13.12'

14.62'

36.26'
5'

24.54'
8"
12"
12"
12"
12"
12"
12"
12"
12"
18"
18"
18"
24" 18"
18"
18"
20" PVC
PVC
PVC
PVC
PVC
PVCPVC
PVC
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
HDPE C-13560
C-13560
C-15793
C-15793
C-15794
C-15795
C-15795
24"
24"
24"
24"
18"
48" X 24"
60" X 24"
60" X 24"
60" X 24"
60" X 24"
60" X 24"
60" X 24"
60" X 24"
48" X 24"
60" X 24"
"
313'
190'
256'
171'
145'
77'
69'
161'
131'
73'
46'

4.54'
50'
73'
82'
221'
34'

11.43'
'
C-13560
C-13560
C-13560
C-13560
C-15795
C-15794
C-15794
C-15794
C-15794
C-15794
C-15794
C-15794
C-15794
C-15794
FLD_CHK
RCP
RCP
RCP
RCP
RCP
RCB
RCB
RCB
RCB
RCB
RCB
RCB
RCB
RCB
ED
O
J-7
K-6
L-7
K-8
K-7 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 K-7 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

LOMA DR

WOLVERTON AV

KENDALL AV

N WESTON CR

N PONDEROSA DR

E LANDEN ST

SAN YSIDRO ST

RIDDEN ST

EL NIDO ST

E OAK MEADOW PL

ABBOTT AV

SERAPE PL

EL NIDO CT

CHUCKAR LN (PVT)

DEWAYNE AV

RIO HATO (PVT)

RESEDA CT (PVT)

DWIGHT AV

BABET CT

CALLE BELLOTA (PVT)

E LOOP DR

CALLE CITA

N DWIGHT AV

SAN YSIDRO
ST

RIVERMORE ST

LOMA DR

E LOOP DR

LAS POSAS RD

CORBY AV

LAS POSAS RD

E LANDEN ST

LAKEHURST AV

CALLE CITA

EL NIDO ST

E LANDEN ST

APPIAN WY

DWIGHT AV

N WESTON CR

LEMON DR

LAS POSAS RD

PONDEROSA DR

APPIAN WY
DOUBLE

OPEN CHANNEL
DOUBLE
DOUBLE

OPEN CHANNEL SOMIS DRAIN

WEST TRIBUTARY SOMIS DRAIN
EAST

TRIBUTARY
S
OMIS
DRA
IN
42'
12'
44'
48'
20'
60'
60'
24'
20' 20'
20'
17'
35'
57'
27' 27'
52'
40'

46.5'
43'
40'
18'

14.85'

33.33'
67'
24'
30'

78.82'

27.37'
22'

21.5'
7'
4'
8'
26'
40'

5.5'

27.5'
303'
55'
58'
C-2364
C-8249
C-3632
C-3632
C-2718
C-4929
C-4639
C-8250
C-3632
C-2719
C-10112
C-10112
C-14956
C-4079
33"
18"
18"
18"
18"
18"
18"
24"
18" 18"
18"
18"
18"
18"
27"
18" 18"
27"
18"
18"
18"
18"
24"
18"
12"
18"
18"
18"
18"
18"
18"
33"
18"
24"
18"
18"
18"
18"
10"
10"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP

CMP CMP
CMP
CMP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
RCP
24" X 108"
18"
24"
24"
54"
54"
54"
42"
42"
42"
42"
132" X 42"
42"
15"
15"
15"
18"
72" X 48"
48"
18"
48"
48"
48"
36" X 108"
132" X 48"
72" X 48"
24" X 108"
24" X 108"
24" X 108"
24" X 108"
24" X 108"
24" X 108"
24" X 108"
24" X 108"
132" X 36"
132" X 48"
132" X 48"
11" X 18"
42"
54"
24" X 108"
48" 48"
48"
48"
42" X 42"
24" X 108"
24" X 108"
18"
39"
39"
39"
39"
39" 39"
30"
30"
30"
30"
30"
30"
39"
39"
39"
30"
54"
201" X 60"
201" X 60"
72" X 48"
21" X 60"
240" X 60"
60"
24" X 108"
132" X 42"
72" X 48"
72" X 48"
30"
24"

62.46'
147'
316'

67.76'
169.24'
144.75'
200'
154.89'
110'
167.93'
72'
125'

20.59'
60'
356.26'
155'
205'

38.85'
73'

46.33'
20'

17.88'
290'
124.85'
139.86'

51.95'

94.2'

99.51'
205.9'

9.48'
9'
123'
4'
42'

31.3'
20'

29.85'
443.28'
330'
20'
278'
15'
4'

12.7'
50'
370'
130.62'
230'
255'
104'
35'

89.62'
10'
215'
147.66'
55'

19.37'
36'
211.55'
30'
25'
106'
20'
480'
3'

28.34'

96.68'
VC-42023
C-2364
C-2364
C-2364
C-2718
C-2718
C-2718
C-2719
C-2719
C-2719
C-2719
C-2363
C-4929
C-4633
C-4633
C-3675
C-2363
C-2718
C-3632
Y-3-1729
Y-3-1729
C-2363
C-2363
C-3674
C-3673
C-3673
C-3674
C-3674
C-3673
C-3673
C-3674
Y-3-1729
VC-45789
C-3632
C-2718
C-3673
C-3673
Y-3-1729
Y-3-1730
Y-3-1730
Y-3-1730
C-4633
C-3673
C-8250
Y-3-932
Y-3-932
Y-3-932 Y-3-932
Y-3-933
Y-3-933
Y-3-934
Y-3-931
Y-3-934
Y-3-934
Y-3-934
Y-3-931
Y-3-932
Y-3-932
Y-3-931
Y-3-931
Y-3-111
Y-3-111
Y-3-111
VC-42023
VC-42023
Y-3-111
Y-3-1729
C-2363
C-3673
VC-42023
VC-42023
Y-3-934
C-10112
C-3673
RCB
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCB
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCB
RCB
RCB
RCB
RCB
RCB
RCB
RCB
RCB
RCB
RCB
RCB
CMP
RCP
RCP
RCB
RCB
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCB
RCB
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
CONC
CONC
RCB
CONC
RCP
RCP
RCB
RCB
RCB
RCP
RCP
O
I-8
J-7
K-8
J-9
J-8 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 J-8 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

SENAN ST

CIPRIAN AV

BENITO DR

SANCHEZ DR

JOSE AV

PARRON ST

CAMBON AV

LAS POSAS RD

N LEVEN AV

ANTONIO DR

SUNER CR

N CROYDON ST

CORTE ARBUSTO (PVT)

LA TUNA CT (PVT)

SELBY CR

AVENIDA SAN ANTERO (PVT)

GRACES AV (PVT)

ROMERO PL (PVT)

LAS VEREDAS PL (PVT)

FORTUNA AV

APPIAN WY

VIA ACIANDO (PVT)

E CROYDON AV

MARCO DR

SANTO DOMINGO

AVENIDA SAN ANTERO (PVT)

VIA ARANDANA (PVT)

UNION PACIFIC RR

LAS POSAS RD

VINCENTE AV

FLYNN RD

MARCO DR

N LEWIS RD

ANTONIO DR

PLACITA SAN LEANDRO (PVT)

PLACITA SAN DIMAS (PVT)

GRACES AV (PVT)

CAMINO AVELLANA (PVT)

PARRON ST

DEL CIERVO PL

N LEWIS RD

PLACITA SAN DIMAS (PVT)

PLACITA SAN RUFINO (PVT)

CAMINO AVELLANA (PVT)

APPIAN WY

12.02'

28.5'

10.5'

30.37'

14.85'
14'
10'
82'

6.5'

14.78'

8.38'

7.53'

15.91'

14.28'
116'

11.31'
107'
4'

9.19'
12'

38.18'

9.35'

10.61'

25.53'

48.52'
101'
32'
18"
18"
18"
18"
18"
18"
18"
18"
18"
999"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
24"
18"
18"
18"
18"
18"
18"
18"
12"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
RCP
C-9809
C-9809
C-5856A
C-5388
C-5856A
C-3535
C-3535
C-13302
54"
24"
36"
30"
30"
42"
54"
27"
18"
18"
27"
21"
21"
18"
24"
21"
30"
30"
21"
54"
24"
30"
18"
24"
24"
24"
24"
24"
18"
18"
18" 18" 18"
24"
24"
18" 24"
54"
54"
36"
36"
36"
18"
4'
377.6'
216.7'
366.9'
8' 261.39' 290.66'
8'
363.77'
23'
40'

76.5'

47.71'
460'

12.99'
223.06'
240'

13.02'

25.35'
282.33'
120'
119.07'
285.5'
300'

8.34'
377.12'
287.73'

6.76'

85.71'
100.28'
203.55'
471.46'
321.62'
130'
100'
356'

12.66'

30.34'
407.32'
C-4929
C-4929
C-3104
C-3105
C-4929
C-2718
C-9806
C-9806
C-9806
C-9806
C-5388
C-5387
C-5387
C-3105
C-3105
C-5387
C-4929
C-9809
C-4929
C-9019
C-9020
C-9020
C-9021 C-9021
C-9021
C-9019
C-9019
C-9020
C-9767
C-10605
C-9767
C-9767
C-3104
C-10605
C-2719
C-2719
C-13302
C-13302
C-13302
C-5388
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
J-8
K-7
L-8
K-9
K-8 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 K-8 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

E BARCA ST
PO

ROMAN AV

NDEROSA DR

E CANOGA PL

ACALA ST

N DEWAYNE AV

E GERMAIN ST

ADOLFO RD
N

FENMORE AV

E DWIGHT AV

N DARA ST

N BARCA ST

N JULIA CT

E BELAIR CT

E SHEPHERD DR

N CASTANO ST

N FENMORE CT

N SHEPHERD
DR

CORBY AV

PONDEROSA DR

N DWIGHT AV

LAKEHURST AV

PONDEROSA DR

KENDALL AV

DEWAYNE AV

N DWIGHT AV

ABBOTT AV

E CASTANO DR

CORBY AV

ADOLFO RD

ABBOTT AV

N DARA ST

E ALMENDRO WY

WOLVERTON AV

CORBY AV

LOMA DR

CORBY AV

E GERMAIN ST

LAKEHURST AV

DWIGHT AV

E BARCA ST

KENDALL AV

WOLVERTON AV

LOMA DR

N WESTON CR

N WESTON CR
DOUBLE
DOUBLE

OPEN CHANNEL OPEN CHANNEL

OPEN CHANNEL SOMIS DRAIN

EAST TRIBUTARY SOMIS DRAIN
41'

43.94'
64'
43'
51'
18'
31'
60'

18.5'
19'
20'
20'
C-1440
C-1136
C-1136
C-788
C-788
30"
24"
24"
18"
18"
18"
24"
24"
18"
18"
999"
999"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
48"
60"
60"
36"
36"
39"
60"
60"
240" X 60"
264" X 60"
264" X 60"
66"
48" X 120"
48" X 120"
96" X 48"
96" X 48"
36" 66"
48"
36"
66"
66"
72" X 24"
72" X 24"
72" X 24"
48" X 120"
72" X 24"
96" X 48"
66"
240" X 60"
240" X 60"
264" X 60"
144" X 60"
144" X 60"
144" X 60"
180" X 60"
180" X 60"
180" X 60"
264" X 60"
204" X 66"
36" X 22"
500'
480'
113.1'
197.35'

14.89'
500'
450.42'
460'

21.87'
5'
25'
25'
25'
25'
292.74' 220.99'

34.95'
347.35'
391.71'
445'
365.11'
29'
36'
61'
64'
5'
1109.37'
355.1'
25'
20'

15.19'

17.59'

15.14'
10'
38'
Y-3-1728
Y-3-1729
Y-3-1729
C-1440
VC-42022
C-806
Y-3-1728
Y-3-1728
Y-3-110
Y-3-110
Y-3-109
Y-3-109
C-806
VC-48407
VC-48407
VC-42023
VC-42023
C-806
C-806
C-806
C-806
C-806
C-806
C-178
VC-48407
C-178
VC-42023
Y-3-111
Y-3-109
C-806
C-788
C-788
C-788
C-788
C-788
C-788
C-788
C-788
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CONC
CONC
CONC
CONC
RCP
RCB
RCB
RCB
RCB
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCB
RCB
RCB
RCB
RCB
RCP
CONC
CONC
RCB
RCB
RCB
RCB
RCB
RCB
CONC
CONC
CMP
O
I-9
J-8
K-9
J-10
J-9 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 J-9 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

PASEO MARAVILLA

MARCO DR
FO
RAR
CR

N GRACIA ST

E OLIVO CT

HEDON C
R

VIA DULCE

AVENIDA CAFE

VIA PAJARO

FRANCIS AV

MONTSALAS CT

E CASTANO DR

GERMAIN ST

CALLE COVINA

E ALMENDRO WY N ALMENDRO CT

DEL CIERVO PL

N LEWIS RD

FLYNN RD

SANTO DOMINGO

CALLE DESCANSO

E ALMENDRO WY

FLYNN RD
SANTO

DOMINGO

CIPRIAN AV

N JOSE AV

AVENIDA ACASO

FLYNN RD

JOSE AV

CALLE BRISA

MARCO DR

PADRE LN

GERMAIN ST
N

CROYDON ST

DEL CIERVO PL

N LEWIS RD

ACALA ST

PASEO MARAVILLA

N LEWIS RD

DEL CIERVO PL

DETENTION PIPES
4'
4'
4'
4'
4'

4.03'

4.03'
32'

8.6'

38.25'

26.76'

12.73'

53.15'

24.63'

23.34'

59.26'
55'
101.3'

0.98'
4'

4.01'

36.61'

45.99'
17'
241.36'

20.74'

30.09'

64.77'
175.86'

85.7'

28.14'

50.17'

49.15'

11.43'

32.68'

3.56'

56.28'

25.62'

25.81'

24.73'

20.18'

61.58'

38.72'

28.52'

63.81'

38.67'

18.08'
115.83'

18.09'

25.57'

37.06'

26.51'
155'
20'

27.97'

30.55'

18.34'
18"
18"
18"
18"
18"
999"
999"
24"
18"
18"
18"
18"
18"
18"
24"
18"
18"
18"
18"
18"
18"
36"
18"
36"
12"
18"
18"
18"
24"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
36"
18"
18"
18"
18"
18"
18"
18"
18"
12"
15"
15"
12"
15"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
HDPE
HDPE
HDPE
HDPE
HDPE
C-3102
C-3102
C-10591
C-10590
C-3589
C-11682
C-10868
C-11682
C-10592
C-10592
C-10590
C-9577
C-9577
C-10592
C-13419
C-13899
C-13899
C-13897
C-13899
33"
33"
33"
30" 30"
30"
30"
36" X 12"
36" X 12"
36"
36"
24"
24"
24"
36"
24"
60"
60"
36"
36"
36"
42"
36"
36"
36"
60"
42"
54"
42"
60"
36"
42"
72"
42"
42"
24"
24"
30"
30"
36"
36"
36"
36"
24"
24"
24"
24"
30"
24"
42"
36"
36"
36"
24"
18"
72"
24"
24"
12"
18"
18"
24"
18"
18"
18"
24"
24"
42"
24"
24"
18"
15"
15"
30"
24"
426.5'
276'
418'
328.69'
246.27'
448.54'
471.46'
62'

47.09'

65.11'
52'
273.53'
166.95'
398.44'

20.46'

30.69'

5.81'

72.67'
340.22'
305.5'

22.8'
206.98'

29.18'
164.75'
143.3'

93.06'

24.45'
267.81'

61.09'

35.3'

29.5'
305.02'

12.65'
26'
225.19'
282.71'
321.62'
183.45'

27.56'
211.08'

54.68'
189.7'

28.73'

57.21'

30.88' 164.96'

29.91'
181.1'
293.83'

90.03'
159.62'
180.41'

74.81'
103.31'
178.83'
385'
242.08'
236.77'
237.06'
277.67'
273.33'
251.12'
159.98'
186.36'
187.91'
108.41'

68.22'

71.5'
233.24'
142.71'
146.92'
233.6'
246.24'
C-3102
C-3101
C-3101
C-3103
C-3103
C-3103
C-3104
VC-48831
VC-48831
C-10625C
C-9546
C-11682
C-11681
C-11682
C-11681
C-11681
C-9545
C-9544
C-9546
C-9546
C-9546
C-9546
C-9546
C-10592
C-10590
C-9544
C-9545
C-9545
C-9545
C-9545
C-9546
C-9545
C-10883
C-10590
C-10590
C-10936
C-10605
C-10604
C-10604
C-10604
C-10590
C-10590
C-10590
C-10625C
C-10625C
C-10625C
C-10625C
C-10604
C-10604
C-10889
C-10889
C-10889
C-10591
C-10591
C-10936
C-10883
C-10579
C-9577
C-9577
C-13419
C-13415
C-13415
C-13416
C-13416
C-13416
C-13416
C-13416
C-13416
C-13419
C-13899
C-13899
C-13897
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CI
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CI
RCP
RCP
PVC
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
RCP
RCP
HDPE
HDPE
HDPE
HDPE
HDPE
RCP
O
J-9
K-8
L-9
K-10
K-9 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 K-9 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

ESTON ST
E
STILES
ST
E
ELMA
ST

SHARON DR MILLIGAN DR
E

FARIA ST

VISTA MERCADO

E HELMA CT

CURT DR

E KARENA CT

N BELAIR
CT
E
C
O
RO
NA
ST

N ISLA CT

N LORETA CT

ESTON ST

N LEWIS RD

DURKIN ST

E CORONA ST

N DARA ST

E DWIGHT AV

N GRACIA ST

N DARA ST

N GRACIA ST

STILES AV

E DARA ST

N LEWIS RD

TEMPLE AV

PONDEROSA DR

CURT DR

DURKIN ST

KENDALL AV

E BELAIR CT

VIA ALONDRA

FLYNN RD

UNION PACIFIC RR

MILLIGAN DR

E BARCA ST
DOUBLE

OPEN CHANNEL OPEN CHANNEL

SOMIS DRAIN
40'

41.62'
30"
24"
RCP
RCP
264" X 60"
15"
15"
30"
24"
30"
264" X 60"
264" X 60"
264" X 60" 279" X 61" 279" X 61"
120"
120"
48" X 120"
279" X 61"
355.1'
221.54'
162.61'
160'
117.09'
167.89'

40.81'
426.53' 475.51' 765.3'
61'
25'
25'
20'
Y-3-109
C-4028
C-4028
VC-42022
VC-48407
C-737
VC-48406
Y-3-109
Y-3-109
Y-3-108 Y-3-108 Y-3-107
VC-48407
VC-48407
Y-3-108 CONC
PVC
PVC
RCP
RCP
RCP
CONC
CONC

CONC CONC CONC
RCP
RCP
CONC
RCB
O
I-10
J-9
K-10
J-11
J-10 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 J-10 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CALLE SUERTE

CALLE TESORO

N GRACIA ST

FLYNN RD

AVENIDA ACASO

ADOLFO RD

CALLE BRISA

N LEWIS RD

AVENIDA ACASO

ADOLFO RD

AVENIDA ACASO

UNION PACIFIC RR

VIA PESCADOR

CALLE SUERTE

CALLE BRISA

TRANQUILA DR (PVT)

RANCHO ADOLFO DR (PVT)

FLYNN RD
Calleguas Creek

DETENTION PIPES

DETENTION PIPES
Storm Gate Separator.

DETENTION PIPES
Detention Pipes
Detention Pipes
6'
3'
82'

43.53'
6'

36.61'
48'
49'

75.6'
4'
55'

61.1'

99.87'
8'

14.25'

5.65'

20.37'

30.01'

4.3'

18.01'
244'
232'

32.88'
70'
29'
29' 288.19'
24"
18"
24"
18"
18"
24"
18"
18"
30"
24"
24"
24"
12"
36"
24"
18"
18"
18"
18"
12"
10"
12"
24"
12"
24"
12" 24"
4"
4"
3"
12"
3"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
RCP
RCP
RCP
RCP
RCP
RCP
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
PVC
PVC
PVC
PVC
PVC
C-3025
C-3589
C-10868
C-14109
C-13905
C-13905
C-13905
C-13415
C-13899
C-14113
C-13898
C-15004
C-15002
C-15001
C-10099
C-10099
C-10099
C-9857_JR
C-9857_JR
60"
66"
42"
30"
48"
48"
42"
30"
30"
42"
48"
48"
66"
42"
36"
36"
36"
36"
15"
36" X 12"
66"
72"
72"
72" 72"
72"
72"
48"
30"
30"
24"
24"
18" 24"
24"
24"
24" 24"
24"
24"
24"
24"
24"
8"
8"
8"
8"
8"
8"
8"
8"
36"
12"
12"

27.97'
310.02'
65'
368'
462.4'

23.6'
321.14'

39.1'

47.23'

23.6'

29.66'
396'
286.38'
380.25'
220'
50'
20'
171.29'
452.49'

17.27'
314.67'
385'
83'
170'
347.58'
124'
100'
356.76'
246.24'

29.28'

76.1'

58.16'

71.29'
120.46'

19.94'

70.85'

46.51'
113.15'
215.74'
15'
173.89'

42.89'
134'
195.38'

86.13'
380.25'
44'
44'
C-3023
C-3023
C-3026
C-3025
C-3024
C-3024
C-3026
C-3026
C-3025
C-3024
C-3023
C-3023
C-3024
C-3589
C-3589
C-3589
C-4028
VC-48831
C-3023
C-10883
C-10883
C-10882
C-10882
C-10882
C-10883
C-10883
C-10888
C-13899
C-13899
C-13899
C-13899
C-13417
C-13415
C-13419
C-3025 C-3025
C-3025
C-14113
C-14113
C-14113
C-14114
C-14113 C-14115
C-3589
C-4359
C-4359
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
RCP
RCP
CI
RCP
CI
CI
CI
CI
RCP

RCP HDPE
HDPE
HDPE
HDPE

HDPE RCP
HDPE
HDPE

RCP HDPE
RCP
RCP
RCP
RCP
HDPE
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
RCP
CMP
CMP
O
J-10
K-9
L-10
K-11
K-10 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 K-10 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

EASTON ST

VIA ALONDRA

CALLE TECATE

DURKIN ST

MAYA LINDA

VIA PESCADOR

CORTE MALPASO

CALLE TECATE

VIA ALONDRA

SHARON DR

FLYNN RD

SHARON DR

UNION PACIFIC RR

FLYNN RD

N LEWIS RD

DURKIN ST

TEMPLE AV

N LEWIS RD

FLYNN RD

OPEN CHANNEL

OPEN CHANNEL
8' SOMIS DRAIN
8' 8'
8'
80'

51.99'

46.67'

48.25'

16.25'
180'

19.8' 45'

21.94'

51.53'
155'
108.63'
98'
4'
32'

25.5'

2.8'
C-4404
C-4257
C-10193
C-10193
C-4399
C-4595 C-4404
C-6270
C-6270
C-4257
C-4599K C-3084
C-16783
24"
24" 24"
24"
24"
18"
18"
18"
18"
18"
18" 18"
30"
30"
24"
12"
12"
18"
18"
18"
18"
6"
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
PVC
PVC
RCP
RCP
RCP
RCP
PVC
36" 36"
30"
24"
24"
24"
48"
36"
24"
18"
120" X 60"
36"
120" X 60"
36"
135" X 78"
279" X 61"
279" X 61"
396" X 72" 396" X 72"
396" X 72"
396" X 72"
396" X 72"
372" X 84"
120" X 60"
396" X 72"
279" X 61"
279" X 61"
372" X 84"
120" X 60"
120" X 60"
18"
24"
36"
24"
36"
36"
247 163.23' .4'

53.35'

28.42'
388.43'
348.33'

80.63'
118.3'
10'
10'
255.6'
138'

76.89'

85.37'

34.79'
382.1'

53.28'
101.36'
223.21'
187.58'
20'

54.8'
30'
765.3'
209.4'
145.18'
122.96'
287.65'
303.85'
220.4'
C-4404 C-4404
C-4404
C-4404
C-3119
C-3118
C-3123
C-737
Y-3-107
C-4404
C-4599K
Y-3-107
Y-3-106
C-4404
Y-3-106
C-3118
Y-3-106
Y-3-107
Y-3-107
Y-3-105
Y-3-105
Y-3-105
Y-3-105
Y-3-105
Y-3-104
Y-3-107
Y-3-106
Y-3-105
Y-3-107
Y-3-103
C-3084
C-3084
C-3083
C-3084
C-3083
C-3083

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCP
RCP
RCB
RCB
RCP
RCB
RCP
RCB
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
RCB
RCB
RCB
CONC
RCP
RCP
RCP
RCP
RCP
RCP
O
I-11
J-10
K-11
J-12
J-11 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 J-11 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CALETA DR (PVT)

CAMARILLO RANCH RD

AVEN DI A VALENCIA
RANCHO

CALLEGUAS
DR

VISTA PALACIO

CALLE FRONTE (PVT)

CALLE MAPACHE

TRANQUILA DR (PVT)

TAHQUITZ DR (PVT)

TAHQUITZ DR

AVENIDA GAVIOTA

TALUD TERRACE (PVT)

RANCHO ALDOFO CT (PVT)

RANCHO ADOLFO DR (PVT)

TAHQUITZ CT (PVT)

EL CARAZON CT

TAHQUITZ DR (PVT)

RANCHO ADOLFO DR (PVT)

VIA PESCADOR
VIA
M

ARQUESA

CALLE FRONTE (PVT)

VIA MARQUESA

AVENIDA ACASO

TAHQUITZ

CT (PVT)

ADOLFO RD

CALLE MAPACHE

TRANQUILITA CR (PVT)
RANCHO

ADOLFO DR (PVT)

ADOLFO RD

CALLE TECATE

AVENIDA VALENCIA

VIA OLIVERA

TRANQUILA DR (PVT)

VIA JACARA

1. PLACITA BUENA ROSA

1. OPEN CHANNEL
C
a
l
l
egu
a
s
Creek

SOMIS DRAIN

46.08'

44.96'

68.41'

7.07'

43.16'

22.09'

23.54' 23.3'

46.13'

34.87'

47.03'

46.28'

38.63'

17.54' 17.54'
71'

26.71'

31.19'

12.38'

32.71'

48.25'

12.73' 4.33'

4.33'
16' 26.78'
161.37'

54.65'

63.05'
165.09'

20.4'

31.62'
10'
216.5'

80.7'
10"
10"
30"
18"
18"
18"
12" 12"
18"
18"
12"
12"
12"
12" 12"
18"
18"
18"
18"
18"
18"
18" 18"
18"
18"
18"
18"
18"
18"
12"
12"
18"
18"
15"
15"
30"
36"
AC
AC
RCP
RCP
RCP
RCP

PVC PVC
RCP
RCP
PVC
PVC
PVC

PVC PVC
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
RCP
RCP
RCP
HDPE
HDPE
RCP
RCP
C-3888
C-10193
C-10193
C-12340
C-12347
C-12347
C-14167
36"
36"
24"
18"
18"
18"
18" 18"
30"
24"
24"
24"
48"
48"
18" 30" 36"
18" 30"
36"
36"
66"
66"
66"
18"
54"
372" X 84"
54"
400'

52.7'
117.19'
195.9'

92.06'
182.67'
120.73'
143.31' 153'
256.35'

74.32'
310.12'
305.32'
246.51'

97.35'
204.01' 195.93' 188.39'

62.12' 79.65'

46.83'

56.17'
27'
268.84'

30.21'
162'
308.8'
C-8504
C-8520
C-8520
C-8520
C-12339
C-12340
C-12347 C-12347
C-9877
C-9878
C-98 78
C-10192
C-10192
C-10193 C-10193 C-10193
C-10193 C-10193
C-10193
C-10193
C-9877
C-3023
C-3023
C-3023
C-3888
Y-3-103
C-8504
C-3992
RCP
RCP
RCP
RCP
PVC
PVC

PVC PVC
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
CONC
RCP
RCP
O
J-11
K-10
L-11
K-12
K-11 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 K-11 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

VENTURA FW

MISSION OAKS BL

VENTURA FW

FLYNN RD

VENTURA FW

MISSION OAKS BL

VENTURA FW
See Plan

55.77'

39.15'
34'

44.67'
18'

52.72'

49.93'

70.2'
75'

32.8' 32.8'

36.08'

26.24' 9.84'

6.56'

82.02'

70.53'

40.68'

82.02'

18.04'
4'
18'
4'
130.54'
47'
43'

2.7'

35.98'
38'

32.4'

32.7' 2.7'

12.83'

12.83'
4'
228'
76'
14'
38' 20'
20'
30'
20' 20'
78'

71.01'
116.98'

97.64'
'
' C-4599K
C-9134
C-9134
C-9132
C-9132
C-9133
C-6270
C-4257A
C-10383
C-10383
C-10383
Cal-Trans_Petit_DR-17
Cal-Trans_Petit_DR-17
Cal-Trans_Petit_DR-17 Cal-Trans_Petit_DR-17
Cal-Trans_Petit_DR-17
Cal-Trans_Petit_DR-17
Cal-Trans_Petit_DR-17 Cal-Trans_Petit_DR-17
C-14416
C-14896
C-14896
C-14896
C-15729
C-6927
C-6927
C-16782
C-16782
C-16783
18"
18"
18"
24"
18"
12"
18"
24"
36"
18" 18"
24"
24" 18"
18"
18"
18"
18"
18"
24"
18"
18"
24"
12"
24"
18"
18"
18"
18"
18"
18"
18"
18"
18"
24"
18"
18"
24"
18" 18"
18"
18"
18" 18"
12"
12"
15"
15"
8"
4"
4"
18"
12"
8"8"
RCP
RCP
RCP
RCP
RCP
PVC
RCP
RCP
RCP

RCP RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
CMP
RCP
RCP
RCP
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
AC
AC
AC
CMP AC
AC
AC
AC AC
HDPE
RCP
RCP
RCP
PVC
PVC
PVC
RCP
HDPE
PVC
PVC
36"
30"
12"
18"
42"
30"
24"
24"
36"
3 6"
36"
30" 30" 30"
36"
36"
48" 48"
39" 48" 54" 72" 72"
72"
72"
72"
54"
54"
48"
48"
24"
36"
12"
12"
12"
36"
36"
36"
36"
39"
36" 36"
36"
39" 39" 39" 39"
39"
36"
39"
39"
36"
36"
18"
39"
18"
18"
18"
18"
18"
39"
15"
36"
36"
36"
30"
24"
30"
30"
24"
24"
48" X 24"
48"
12"
8"
8"
8"
12"
12"
12"
8"
6"
8"
12"
10"
10"
24"
21"
15"
15"
15"
15"
18"
15"
24" 18"
18"
24"
18"
144.71'

61.55'
157.89'
27'
103.33'
163.33'
678'
333.33'

61.66'
161.66'
418' 391.04'

55.72'
175.14'
258.2'
141.8'
267.75' 416.3' 351.02' 222'
144'
77'
111'
86'
278'
117'

60.77'
455.98'
148.55'
240.36'
107.97'

13.22'

21.92'

88.95'
70'

42.27'
132.59'
261.57'
30'
220.4' 207.6' 226' 255' 140.82'
242.68'

85.18'
100.8'

69.38'
133'
221'
24' 153.32' 160'
157'
160'
16'

55.4'
24'
210.53'
303.85'
18'
156'
54'
118'
62'
54'
142'

97.47'
64'
C-6270
C-6270
C-11827
C-11828
C-11828
C-11828
C-11827
C-11828
C-11827
C-11828 C-11828
C-4257
C-4257
C-4256
C-4256
C-3004A C-3004A C-3004A C-3003
C-3004
C-3004
C-3004
C-3004
C-4256
C-4256
C-4257
C-4256
C-6270
C-6270
C-6270
C-11828
C-10382
C-10382
C-10382
C-10382
C-3083 C-3083
C-3083
C-3081
C-3082 C-3082 C-3082
C-3081
C-3081
C-3082
C-3081
C-3083
C-3083
C-3081
C-3083
C-3083
C-3083
C-3083
C-3082
C-3082
C-3083
C-3083
Cal-Trans_Petit_DR-17
Cal-Trans_Petit_DR-17
Cal-Trans_Petit_DR-17
Cal-Trans_Petit_DR-17
Cal-Trans_Petit_DR-17
Cal-Trans_Petit_DR-17
C-12915
C-12915
C-3081 C-15730
C-15729
C-15729
C-15729
C-15730
C-15730
C-15733
C-15733
C-15731
C-15731
C-15731
C-15731
C-15731
C-3004A
C-6925
C-6926
C-6926
C-6927
C-6927
C-6927
C-6926
C-6927
FLD_CHK
FLD_CHK
C-16783
RCP
RCP
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE

HDPE HDPE HDPE
RCP
RCP

RCP RCP

RCP RCP RCP RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
RCP
RCP
HDPE
HDPE
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP

RCP RCP RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
AC
AC
AC
AC
AC
AC
RCP
RCP
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
HDPE
HDPE
O
I-12
J-11
K-12
J-13
J-12 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 J-12 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

VIA OLIVERA

CAMINO RANCHO

CORTE FRESCA

PASEO SABANERO (PVT)

CALLE OROVISTA (PVT)

VIA CANTILENA (PVT)

CALLE ARGOLLA (PVT)

VIA MEDANOS (PVT)

VIA OLIVERA

AVENIDA

VALENCIA

RANCHO CALLEGUAS DR

CAMARILLO RANCH RD

RANCHO CALLEGUAS
DR

VENTURA FW

VIA CANTILENA (PVT)

VIA MARQUESA

MISSION OAKS BL

AVENIDA GAVIOTA

VIA MARQUESA

CALLE ARGOLLA
Calleguas Creek
Freeway Drainage Outlet

16.42'

52.23'

63.39'

64.68'

65.32' 16.14'

40.86'

32.58'

32.06'

20.81'

11.97'

8.11'

21.09'

43.3' 45.93'
168'
124.5'
145.5'
181'
142.5'
100'

40.95'

10.96'

47.36'
80'
28'

15.62'

52.61'

57.23'
16'

42.08'

12.59'
18'

44.65'

95.4'

20.35'

21.2'

29.63'

72.08'

91.09'
5'

4.07'

25.12'

22.66'

16.42'

20.5' 38'

24.75'
7'

35.5'
7'

30.81'

25.5'

37.18'
25'

4.18'

4.65'

23.8'

16.78'

37.21'

24.31'
61'
39'
24'
21'
237'
33'
219.36'
63'
32'
79'
236'
21'
146'
197'
49'
34'
253'
53'
43' 78'
218'
236'
285'
140'
30'
230'
114'
94'
108'
123'
88'
285'
69' 206' 165'
42'
69'
156'
18"
18"
18"
18"
18"
18"
12"
18"
18"
18"
24"
24"
24"
18"
18"
18" 12"
12"
12"
12"
12"
12" 12"
18"
18"
24"
24"
18"
18"
24"
18"
18"
18"
18"
18"
24"
18"
18"
18"
18"
24"
18"
12"
12"
12"
12"
18"
18" 18"
24"
24"
24"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
12"
12"
12"
12"
12"
12"
12"
24"
15"
12"
12" 12" 12"
6"
12"
8"
8"
10"
10"
6" 12"
30"
24"
12" 18"
6"
24"
6"
10"
18"
12"
18"
18"
18" 18"
12" 12" 12"
18"
18"
18"
RCP
RCP
RCP
RCP
RCP
RCP
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP CMP
RCP
HDPE
HDPE
HDPE
HDPE
HDPE
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
PVC
PVC
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
HDPE
HDPE
HDPE
HDPE
PVC
PVC
PVC
RCP
HDPE
HDPE

HDPE HDPEHDPE
PVC
HDPE
PVC
PVC
PVC
PVC

PVC HDPE
HDPE
HDPE

HDPE HDPE
PVC
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
PVC

PVC PVC
PVC
PVC
PVC
C-9877
C-8119O
C-8119O
C-16479
C-8119O
C-8119O
C-8119P
C-8119P
C-8119P
C-8119P
C-8119O
C-8119O
C-9131 C-9131
C-11632
C-11632
C-11632
C-11636
C-11636
C-11636
C-10196
C-10196
C-10192
C-9878
C-9233
C-9233
C-14531
C-14531
C-14531
C-14529 C-14528
C-10194
C-14528
C-14416
C-14416
C-14416
C-13922
C-14544 C-14544
C-14544
C-14544
C-14544
C-14545
C-14545
C-14545
C-14546
C-14546 C-14545
C-14545
C-10123 C-10123
C-10123
C-10124
C-10124
30"
54"
54"
54"
69"
69"
78"
69"
69"
69"
78"
96" X 48"
78"
72"
72" 72"
72"
48"
72"
72"
72" 72"
72"
78"
78"
72" 78"
72"
36"
60"
66"
48"
48"
36"
54"
60"
60"
66"
36"
36"
42"
24"
24"
48"
48"
30"
36"
30"
30"
30"
54"
18"
18"
18"
12"
12"
12"
12"
18"
18"
18"
18"
18"
18"
18"
54" 54"
89" X 48"
89" X 48"
96" X 48"
96" X 48"
66"
24"
72"
78"
24" 18"
24"
24" 15"
48" 48"
18"
24"
36"
36"
10"
303.33'
264.2'

74.48'
357.75'
228.61'

32.8'

90.42'

96.21'
136.97'

7.52'
30'
116.95'

25.38'

58.55' 44.82'
335.13'

12.18'

48.78'

82.35'

68.73'
150' 265.79'

49.25'
332.23'

27.11'

23.42' 31.14'
270.16'

35.57'
224.21'
147.5'
159'
159'
285.53'
271 5. 5'

36.89'
238 0. 7'

78.4'

6.27'
296.41'

44.71'
263'
68'
253.34'

80.29'
173.5'
161.25'
319.98'

24.13'
262.22'
400'
4'

23.99'

33.34'

31.68'

12.65'

11.1'

33.3'

27.5'

88.77'
101.61'
20'

30.37'

20.22'

26.2'

58.4'
327.26'

7.5'

7.5'
20'
256.35'
293.44'
270.1'
141'
115.58'
105.53' 127.84'
52'

9.8' 37.86'
135' 109'
316'
22'
C-7092 C-7092
C-7092
C-7091
C-7091
C-7090
C-7090
C-7090
C-7090
C-7090
C-7090
C-3002
C-3003 C-8103
C-3002
C-8103
Y-3-3581
C-3002
C-3002
C-3003 C-3002
C-3003
C-7090
C-8104
C-3003 C-8104
C-10195
C-10191
C-10191
C-10195
C-10195
C-10191
C-10191
C-10191
C-10191
C-10194
C-10194
C-10194
C-10192
C-10192
C-10192
C-10192
C-9876
C-9876
C-9876
C-9876
C-9877
C-8504
C-7096
C-7094
C-7097
C-7095
C-7095
C-7095
C-7095
C-7097
C-7097
C-7096
C-7094
C-7094
C-7092
C-7092
C-7090
C-7090
C-8103
C-9877
C-7090
C-7091
C-9233
C-3003
C-7090
C-14531
C-10194
C-14531
C-10195
C-10123
DR-15
C-15341
C-16479
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCP
RCP

RCP RCP
RCP
RCB
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
PVC
PVC
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCB
RCB
RCP
RCP
RCP
RCP
RCP

HDPE HDPE
RCP

RCP HDPE

RCP RCP
PVC
PVC
RCP
RCP
PVC
O
J-12
K-11
L-12
K-13
K-12 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 K-12 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

WESTPARK CT

CASTLETON
ST

COTTAGES
CT

COMMONS PARK DR
VILLA

GE AT THE PARK
DR

WESTPARK CT

VILLAGE AT THE PARK DR

TWILIGHT CT

TOWN FOREST CT

VILLAGE COMMONS BLVD

WICKFORD PL

VILLAGE AT THE PARK DR

FOUNTAIN ST

BRISTER PARK CT

SYCAMORE COTTAGE CT

SPRING PARK RD

DAVENPORT ST

BELLAFONTE CT

SHADETREE WAY

GLENPOST
DR

ROCKHAMPTON DR

LIGHTWOOD ST

SHADETREE WAY

1. 2.

3. 4.

5. 6.

7. 3. 4. 5.

6. 7.

8. 9.

10. 8. 9. 10.

33.93'

46.93'

44.61'

28.51'

31.3'

16.17'

32.27'

31.44'

31.31'
10'

5.25'

38.91'
30'
146'
600' 19.76'
20'

64.6'
11'
160' 185.62' 188'

9.28'
135.55'
193.75'
157.32'

99.09'
1 100' 74.49'

7.53'

35.72'

46.03'

58.07'

5.55'

30.71'

17.67'

31.34'

16.25'

5.96'
127.83' 184.53'

12.5'

12.22'

25.77'
193 0. 6'

13.03'
124.75'
436'

14.67'

36.33'
20'

20.7'
233.33' 222' 220'

48.43'

49.03'
33'

85.05'

72.87'
10'

12.5'

36.89'

22.72'

38.67'

63.88'

71.79'
28'
128'
277'

72.09'

48.28'

25.48'

17.85'

58.14'

24.33'
95'
29'
278'
88'
49'
186' 155' 108'
54'
321'
-999'
C-13225
C-13442 C-13442
C-13442
C-13442
C-12973
C-13440
C-13440
C-13440 C-13442 C-13442
C-13442
C-13441
C-13441
C-13442
C-13442
C-13442
C-14077
C-14077
C-14077
C-14077
C-12973
C-14077
C-14077
C-14077
C-14077
C-14077
C-14077
C-14077
C-14077
C-14077
C-14077
C-14077
C-14077
C-13576
C-13576
C-14895
C-14896
C-14896
C-13576
C-15544
C-15544
C-15329
C-15329
C-15329 C-15329 C-15329
C-15329
C-16840
C-16840
24"
18"
18"
18"
18"
999"
18"
18"
18"
30"
30"
24"
12"
12"
12" 12"
24"
24"
18"
18" 12" 12"
12"
12"
18"
18"
12"
12" 12"
18"
18"
18"
18"
18"
30"
30"
30"
30"
18"
12" 12"
12"
12"
12"
12"
12"
12"
12"
30"
30"
18"
18"
12"
12"
15"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
15"
18"
8"
18"
18"
6"
12"
12"
12"
8"
6"
6"
6"
6"
4"
4"
6"
6"
6"
15"
6"
6"
10"
10"
8"
15"
8" 8" 8"
8"
6"
6"
999"
RCP
RCP
RCP
RCP
RCP
PVC
RCP
RCP
RCP
RCP
RCP
RCP
PVCPVC
PVC
PVC
RCP
RCP
PVC

PVC PVC PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

PVC PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
RCP
RCP
RCP
RCP
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
RCP
RCP
PVC
PVC
RCP
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC

PVC PVC PVC
PVC
PVC
PVC
PVC
54"
36" 36"
36"
36"
48"
48"
48"
54"
36"
36"
36"
48"
48"
48"
24"
36" 36"
48"
24"
24"
48"
48"
36"
36"
30"
24"
24"
15" 27"
27"
27"
30"
30"
30"
15"
15"
24"
24"
24"
24" 24" 24"
24"
18"
18"
18"
24"
24"
24"
18" 21"
21"
36" 36"
36" 24"
30"
18"
12"
12"
12"
12" 12" 12" 12"
36"
30"
30"
247.89' 224.42'

70.32'
368.23'
279.25'

54.44'
197.58'

57.6'
252.8'

33.64'
158.27'
182.32'
252.9'
352.39'

73.59'
117.85'
362.57' 347.27'

58.68'

95.64'
190.09'
248.38'
248.36'

22.05'
168.61'
101.45'
109.25'
48'
308.96' 161.67'

42.35'

68.53'
102.77'

74.65'

59.79'

18.18'
160'
218.89'

27.02'

99.97'
138.95' 183.21'
181.11'

26.28'

76.1'

95.36'

70.26'
315.11'
406.51'
375.29'
142.78' 152.77'
147.6'
381.47'
381.47'

99.39' 259.31'
295.08'
301.5'
157'
21'
87'
140' 201' 135'
54'
125.57'
250.62'
C-12977 C-12977
C-12977
C-12976
C-12976
C-12976
C-12976 C-12976
C-12976
C-13225
C-13225
C-12973
C-12973
C-12973
C-12973
C-12974 C-12973
C-12973
C-12879
C-12879
C-12971
C-12971
C-12971
C-12971
C-14076
C-14074
C-14074
C-14077 C-14075
C-14076
C-14076
C-14076
C-14076
C-14076
C-14077
C-14077
C-14894
C-14894
C-14894 C-14894
C-14894
C-14895
C-14895
C-14895
C-14895
C-14895
C-14896
C-14897 C-14897
C-14897
C-14898
C-14898
C-14898
C-14900
C-14900
C-14900
C-15533
C-15533
C-15533 C-15533 C-15533
C-15324 C-15324
C-14708
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

PVC RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
RCP
RCP
RCP

RCP RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
PVC
PVC
PVC

PVC PVC PVC
PVC
RCP
RCP
RCP
O
I-13
J-12
K-13
J-14
J-13 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 J-13 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

BENT TWIG AV

FLORA VISTA AV

APPLETREE AV

LEATHERWOOD ST

SPINDLEWOOD AV

JAPONICA AV

VIA SINTRA (PVT)

JAPONICA CT

VIA GABILAN (PVT)

LEATHERWOOD CT

VIA MARISMA (PVT)

VIA LISBOA (PVT)

CAMINO ALGARVE (PVT)

CAMINO VALVERDE (PVT)

CALLE PARADOR (PVT)

CALLE VIEJO (PVT)

JAPONICA PL

VIA DEL ROSAL (PVT)

CALLE AGUILA (PVT) SPINDLEWOOD AV

FLORA VISTA AV

MILPAS ST

VENTURA FW

CALLE DE LA ROSA (PVT)

COTTAGE GROVE AV

JAPONICA AV

RIDGE VIEW ST

JAPONICA AV

RIDGE VIEW ST

VIA DEL ROSAL (PVT)

VIA PALOMA (PVT)

APPLETREE AV

BRIDGETON
WAY

VILLAGE AT THE PARK DR

BELLAFONTE CT

TRELLIS PL

TIVERTON DR

EAST PARK

FOUNTAIN ST

PICKET AVE
C
a
l
l
egu
a
s
Creek

32.42'

34.84'
4'

3.88'
4'

62.75'

3.37'
4'

72.37'

28.9'
265.39'
31'
173.54'

40.05'

29.2'

33.95'

32.78'

31.95'

32.02'

4.71'

5.32'

7.63'

6.93'

7.34'

4.6'

4.63'
189.18'
164.63'

70.02'
18"
18"
18"
18"
18"
18"
18"
18"
18"
24"
24"
24"
24"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
12"
18"
24"
12"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
PVC
PVC
C-2447
C-2451
C-2450
C-4009
C-4009
C-111E C-111E
C-13266
C-13225
C-13225
C-13225
C-13250
C-13266
C-14888
C-14899
C-14899
C-14899
39"
39"
39"
24"
24" 24"
18"
39"
27"
27"
30"
18"
36"
24"
30"
36"
30" 24" 24" 36"
36"
36"
55'
185.5'
260'
323.99'
16'
355.04'
280.9'
136.5'

16.22' 321'

60.27'
381.24'
164.68'
406.33'
109.26'
141.57'
196.86'
321.36'
168.19'
260.61'
373.1'
381.47'
C-2450
C-2450
C-2450
C-2451
C-2451
C-2451
C-4009
C-2450
C-2447
C-2447
C-2447
C-2446
C-2446
C-13225
C-13225
C-13226
C-13226
C-13250
C-13250
C-14898
C-14898
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP RCP RCP
RCP
RCP
O
J-13
K-12
L-13
K-14
K-13 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 K-13 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

PLEASANT VALLEY RD

GOLDEN POND DR

BRISTER PARK CT
PARK

COTTAGE PL

DAVENPORT ST

HEDGE LN

BRIDGEHAMPTON WAY

VILLAGE COMMONS BLVD

COMMONS PARK DR

BUTTERCUP LN

PENZANCE AVE

CANOPY DR

CELESTIAL PL

COMMONS PARK DR

WHITE ROCK RD

CASTLETON ST

TWILIGHT CT

TOWN FOREST CT

BLOOMFIELD PLACE

ARBOR STREET

GAZEBO LANE
PARK

BREEZY DRIVE

DUSK DRIVE

PARK COTTAGE PLACE

31.96' 7.9'

29.53'
9' 8'

9.09'
8'

13.2' 13.3' 14.02'

29.99'

31.83'

45.58'

17.4'

78.63'

25.12'

15.92'

30.34'

4.28'

47.92'

31.68'

51.74'

77.07'

84.71'

56.76'

3.73'

11.73'

7.19'
5'

7.17'

19.59'

12.6'

19.27' 10.21'

2.9'

34.17'

25.68'

15.02'

10.22' 18.53'

2.88'

5.33'

13.01' 55.39'

76.08'

7.03'

60.96'

31.82'

6.56'

75.68'

6.2'

33.25'

16.16'

36.08'

29.61'

4.6'

36.25'

16.27'

30.01'

12.62'

37.47'

5.07'

27.86'

5.07'

5.31'

7.9'

10.73' 30.5'

32.61'

10.73' 30.5'
C-13955 C-13955
C-13954
C-12983
C-12982
C-13267
C-12973
C-12973
C-13361
C-13361
C-12879
C-12857
C-12857
C-13953
C-13953
C-13955
C-14148
C-14037
18" 18"
18"
12" 12"
12"
12"
12" 12" 12"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18" 18"
18"
18"
18"
18"
18"
18"
18"
18" 18"
18"
18"
18"
18"
18" 18"
18"
18"
18" 18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18" 18"
18" 18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"

RCP RCP
RCP

RCP RCP
RCP
RCP

RCP RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
24"
24"
24"
36"
36"
36"
36"
24"
36"
24"
24"
24"
18"
18"
18"
18"
18 "
24"
18"
30"
30" 30"
18" 18"
42" 42"
36"
36"
18"
18"
66"
54"
48"
30"
18"
30"
30"
24"
24"
66"
66" 66" 66"
30"
66"
66"
42"
42"
24"
36"
24" 30" 30" 30"
36"
66" 66"
42" 42" 48" 54"
60" 60"
60"
60"
60"
60" 30"
24"
60"
60"
54"
54"
54"
36"
30"
24"
54"
18"
18"
18"
18"
16"
18"
24"
24"
24"
36"
36"
24"
36"
36"
36"
24"
24"
24"
36"
24"
24"
60"
60"
36"
24"
24"
24"
36"
125.11'

78.57'
124.7'
220.99'

33.42'
158.84'
217.43'

71.58'
219.19'
140.44'
239.75'

57.25'

13.727'
34'
22'
188.15'
193.99'

68.06'

37.4'

58.63'
109.66' 107.51'
157.1' 98.73'
108.68'

31.1'

40.7'

76.83'
146.47'
117.59'
155.72'

49.65'
252.9'

51.48'

61.88'
105.19'

74.6'
202.62'

16.76'

48.95'
287.65' 293.82' 291.94'

42.83'
115.83'

48.17'

98.01'
377.46'

96.58'
174.05'
293.4'
395.52' 395.52' 299.57'
290.15'
129.36' 63.12'
395.27' 395.02' 392.92'
394.37'

61.21' 59.83'
135.5'
302.47'

37.02' 57.92'
169.72'

63.65'
131.59'

70.93'
163.98'

36.14'
252.8'

53.53'

94.25'
292.37'

44.08'

84.82'

47.28'

74.82'
120.28'

42.29'
174.65'
137.54'
130.18'
129.82'
103.1'

97.55'

39.15'

42.22'

16.87'
211.02'
173.5'
186.91'
292.83'

49.62'
68'
35'
135.79'
149.49'
219.05'

59.36'

92.73'
206'
C-12879
C-12858
C-12857
C-12857
C-12857
C-13952
C-13952
C-13953
C-13953
C-13954
C-13952
C-12827
C-12827
C-12826
C-12829
C-12972
C-12826
C-12828
C-12972
C-12973
C-12973
C-12972
C-13322
C-13322
C-13322
C-13361
C-12972
C-12972
C-12972
C-12972
C-13955
C-13954
C-13955
C-12985
C-12984 C-12984 C-12984
C-12984
C-12972 C-12972
C-12983 C-12983 C-12983
C-12982
C-12975 C-12975
C-12975
C-12975
C-12975
C-13322
C-12975
C-12976
C-13323 C-12976
C-13323
C-12809
C-12809
C-12809
C-12809
C-12808
C-12808
C-14393
C-14393
C-14393
C-14393
C-14393
C-14393
C-14393
C-14393
C-14393
C-14149
C-14150
C-14037
C-14037
C-14037
C-14151
C-14151
C-14151
C-14151
C-14151
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP RCP RCP
RCP

RCP RCP

RCP RCP RCP RCP

RCP RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
DI
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
I-14
J-13
K-14
J-15
J-14 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 J-14 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

ADOHR LN

DEERHURST AV

SPINDLEWOOD CT

APPLETREE CT

CALLE ARBOLES (PVT)

APPLETREE AV

SPINDLEWOOD
AV

PLEASANT VALLEY RD

FALLEN LEAF AV

APPLETREE AV

DEERHURST AV

PLEASANT VALLEY RD

STONETREE ST

FALLEN LEAF AV

PANCHO RD

VIA DEL ROSAL (PVT)

BENT TWIG AV

PANCHO RD

PLEASANT VALLEY RD

GOLDEN POND DR

PICKET AVE

HEDGE LN

BRIDGEHAMPTON WAY

VIA ROSAL (PVT) WILLOW GLEN CT

ELM COTTAGE COURT

GAZEBO LANE
Calleguas
Creek

44.34'
43'

2.45'

31.42'

8.25'

72.19'

1.41'

61.5'
18'

3.95'

2.48'

44.34'

48.54'

59.27'
16'

43.95'
124.67'

16.9'

4.61'

4.84'

23.23'

6.5'

7.43'

3.83'

30.91'

5.36'

31.84'

7.43'

32.02'

30.7'
89'
99'
34'
18"
18"
18"
30"
24"
18"
24"
18"
18"
24"
18"
18"
18"
24"
24"
18"
24"
12"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18" 18"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP C-2446
C-13266
FLD_CHK
C-13082
C-13082
C-14038
48"
36"
48"
48"
1 8"
24"
30"
30"
30"
18"
60"
48"
60"
60"
60"
18"
42"
42"
48"
42"
24" 30"
24"
24"
24"
24"
42"
42"
42"
48"
48"
48"
24"
48"
24"
24"
24"
48"
48"
54"
48"
54"
54"
72" 60"
18"
18"
60"
24"
30" 30" 24"
24"
264.66'
177.41'
45'

96.07'
290.12'

99.07'
212.32'
276' 58.08'
259.32'
416'
70'
419'
103' 459.42'
409.75'
60'
311.72'
253.65'
372'
111.79' 92.26'
30'
105'

33.75'
291.25'
247.29'
142.53'
246.22' 126.46'
141.03'

49.95'
160.75'
335.89'
139'

71.04'
270.8'
304.72'

98.54'
156.91'
156.62'
394.37'
136.42'
477.99' 17.72'

50.6'

74.82'
39'
186.01'

42.42' 217.91' 243'
95'
C-2448
C-2448
C-2448
C-2448
C-2449
C-2449
C-2449
C-2449
Y-3-4857
C-2442
C-2448
C-2443
C-2442 C-2443
C-2452
C-2444
C-2444
C-2443
C-2445
C-2452 C-2452
C-111E
C-111E
C-111E
C-111E
C-2444
C-2443
C-13266
C-13266
C-13266
C-12978
C-12978
C-12978
C-12979
C-12979
C-12979
C-12978
C-12978
C-12978
C-12978
C-12982
C-12982
C-12982
C-12982
C-12809
C-12809
C-14039
C-14038
C-14038
C-12979
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
J-14
K-13
L-14
K-15
K-14 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 K-14 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

O
I-15
J-14
K-15
J-16
J-15 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 J-15 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

PANCHO RD

CALLE ALTO

CALLE CARGA

CALLE BOLERO
Conejo Creek
30"
30"
36" 36"
24"
24"

37.5'

17.5'
4'
395'
C-3705
C-3705
C-1568 C-1568
C-2493
C-2493
RCP
RCP

RCP RCP
RCP
RCP
O
J-15
K-14
L-15
K-16
K-15 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 K-15 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

Calleguas Creek
O
J-15
K-16
J-17
J-16 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 J-16 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

PANCHO RD
103.71' CALLE QUETZAL
125.05'

44.03'
18"
18"
18" RCP
RCP
RCP
36"
36"
400.81'
402.33'
1941'
C-3704
FLD_CHK
RCP
RCP
ED
O
J-16
K-15
L-16
K-17
K-16 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 K-16 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

O
J-16
K-17
J-17 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 J-17 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

PANCHO RD
ED
O
J-17
K-16
K-17 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 K-17 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

BELL RANCH RD (PVT)

OLD SOMIS RD (PVT)

UNION PACIFIC RR

OLD SEMINARY RD (PVT)

SEMINARY RD (PVT)

LEWIS RD

UNION PACIFIC RR

LEWIS RD

CONROY AVE

STANFIELD
DR

INGLENOOK DR

NOPALES DRCHERRY

TREE DR

FIGLEAF RD

QUARTSITE DR

VICUNA DR
Calleguas
Creek

GROVES PLACE DRAIN

21.61'

60.37' 28.12'

32.04'
143'

25.79'
C-5963A
C-17394
18"
18"
18"
18"
18"
12"
RCP
RCP
CMP
RCP
RCP
HDPE
18"
18"
18" 18"
18"
110.01'
407.32'
68'
50'
54'
211'
23'
21'
176'
81'
32'
412.52' 316.5'
334.6'
C-5388
C-5388
C-17395 C-17395
C-17394
RCP
RCP
CD
RCB
CD
CD
RCB
RCP
ED
RCP
RCP

HDPE HDPE
HDPE
O
K-7
L-6
M-7
L-8
L-7 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 L-7 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

LA SIERRA CT

TERRA BELLA LN

LA SIERRA
CT

CASTILLO DE ROSA

WORTH WAY

VICUNA DR

ARBOLEDA RD

PRESLEY CT

RONDELL RD

OPEN CHANNEL

37.36'
232.93'

30.09'

4.73'

8.67'

5.49'

32.11'

21.49'

28.1'
20'

16.69'

35.93'

39.43'

16.94'

2.97' 41.37'
280.26'
18"
18"
18"
18"
18"
30"
24"
30"
18"
18"
18"
18"
18"
18"
18" 30"
12"
18"
12"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
HDPE
C-12181
C-12181
C-12181
C-12018
C-12018
C-12018
C-12018
C-12019
C-12019
C-12019
C-12019
C-12018 C-12019
C-17394
36"
33"
21"
27"
36"
18"
18"
18"
18"
24"
18"
24"
24"
24"
24"
24"
36" X 12"
54"
54"
18"
36" X 12"
72"
84"
84"
42"
36" X 12" 36" X 12"
66"
48"
18"
66" 54"
60" 24"
18"
18"
18"
24"
24"
30"
18"
30"
18"
18"
18"
18"
18"
18"

39.58'
174.47'
308.69'

32.45'
284.45'
113.05'

84.78'
565.61'

94.09'
153.23'
43'
261.72'
267.95'
102.42'
246.74'
313.4'

90.27'

96.15'

61.95'
255.61'

37.41'
246.11'

81.56'

36.04'
230.19'
106.37' 10.5'
218.02'

66.54'
235.43'
334.6'
395.92'
276.06'
168.52'
327.35'

24.22'
240.27'
191.33'
398.33'
398.33'
268.5'
C-2836
C-2836
C-2836
C-2838
C-2837
C-2838
C-2838
C-2838
C-2838
C-10431
C-10431
C-10431
C-10459
C-12180
C-12180
C-12180
C-12017
C-12017
C-12017
C-12017
C-12017
C-12018
C-12018
C-12018
C-12018
C-12019 C-12019
C-12018
C-2836
C-12019
C-12018
C-12019
C-12019 C-12180
C-12180
C-17389
C-17389
C-17389
C-17394
C-17394
C-17393
C-17386
C-17386
C-17386
C-17386
C-17386
C-17388
C-17388
C-17389
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
ED
RCP
RCP
RCP
ED
RCP
RCP
RCP
RCP
ED
ED
RCP
RCP
RCP

RCP RCP

RCP RCP
CD
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE

HDPE HDPE
HDPE
HDPE
HDPE
O
L-7
M-6
N-7
M-8
M-7 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 M-7 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CALLE SERRA (PVT)

LAS ESTRELLAS CT

DEL RAYO CT (PVT)

LOS DAMASCOS PL (PVT)

VIA SECOYA

DEL RAYO CT (PVT)

SEMINARY RD (PVT)

VIA SECOYA

UPLAND RD

LA PUMA CT

FLYNN RD

SEMINARY RD (PVT)

UPLAND RD

VIA ACIANDO

UNION PACIFIC RR

VIA ARANDANA (PVT)

LA TUNA CT (PVT)

DEL RAYO CT (PVT)

LA PUMA CT
(PVT)

PASEO GIRASOL (PVT)

SEMINARY RD (PVT)

SAFFRON CT

JOVANA CT
REXTON
DR

REXTON DR

TREVOR DR

RONDELL RD

ARBOLEDA RD
Ca
llegu
a
s
Creek
ST. JOHNS DRAIN

17.39'

16.75'

15.69'

13.73'

12.67'

13.56'

12.99'

11.25'

12.31'

10.96'

27.75'

56.08'

20.2'

48.42' 8.96'

25.45'

18.32'

12.89'

12.07'

7.06'
8'
14'

10.95'

11.96'

6.15' 5.51'

23.8'

77.6'

88.3'
241'
92'
298'
114'
61'
136' 48.6'

75.81'
214.8'
C-14520 C-12186 C-14525
C-8128
C-8128
C-17397 C-8128
C-8128 C-8128
C-17392
C-17397
C-17392
C-17392
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18" 24"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18" 18"
18"
12"
8" 15"
15"
18"
12"
12"
12"
18"
18"
8"
8"
8"
8"
8"
18"
12"
8"
8"
12"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
RCP
HDPE
HDPE
HDPE
HDPE
PVC
PVC
HDPE
PVC
PVC
HDPE
HDPE
PVC
PVC
48"
24"
24"
30"
30"
48"
24"
30"
24"
24"
24"
24"
18"
18"
18"
42"
42"
60"
60"
60"
60"
54"
18"
54"
18"
36"
30"
18"
30"
36"
30"
24"
24"
36"
18"
48"
48"
48" 48"
42"
24"
18"
24"
18"
18"
42"
42"
24"
18"
18"
18"
18"
12"
54"
54"
30"
24"
12"
12"
18"
18"
18"
18"
18"
24" 54"
6"

80.97'
115'

36.71'
193.99'

54.62'
268.92'

51.1'
127.7'

46.73'
280.43'

6.59'
165.85'
136.75'
139.46'

49.6'
362.7'
296.53'
192.02'
124.99'

25.45'

34.67'
380.44'

66.57'
3'
70'
407.32'

15.1'

38.02'

4.34'

8.64'
24'

14.84'

23.54'

31.18'

46.33'

37.02'
205.55'
211.7' 175.2'
211.51'
320.05'
166.4'
340.55'
414.1'

59.96'
180.62'
182'
400.4'
369.53'
180.25'

35.35'

82.54'
453.5'

52.96'
143.54'

14.8'
204.84'
154.4'
146.36'
404.15' 33.76'
C-9803
C-9809
C-9809
C-9809
C-9806
C-9803
C-9804
C-9805
C-9805
C-5378
C-5378
C-5378
C-10335
C-10335
C-11728
C-11728
C-11728
C-5379
C-11728
C-9803
C-9804
C-5388
C-11728
C-11728
Y-3-3950
C-12023
C-12023
C-12023 C-12023
C-10335
C-5380
C-17396
C-17390
C-17390
C-17390
C-17393
C-17393
C-17395
C-17395
C-17398
C-17398
C-17478
C-16903
C-16903 C-17475
C-17393
C-17397
C-17397
C-17475
C-17396
C-17396
C-17396
C-16902 C-17479
C-17474
C-17479
C-17477
C-17477
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
RCP
RCP
ED

ED HDPE
HDPE
HDPE
HDPE
HDPE
ED
HDPE
HDPE
HDPE
HDPE
HDPE

HDPE RCP
ED
PVC
ED
ED
O
K-8
L-7
M-8
L-9
L-8 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 L-8 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

WORTH WY (PVT)

SUMMERFIELD ST

UPLAND RD

LA SIERRA CT

UPLAND RD

N WOODCREEK RD

STACY LN

RAMBLING ROSE

STACY LN

ROSE VISTA

STACY LN

CALAROSA
RANCH
RD

CALAROSA RANCH RD

PLATA ROSA

CALAROSA RANCH RD

AVENIDA DE LA ROSA

ARBOLEDA RD

BONFIELD CT
ST. JOHNS DRAIN

60.51'

30.65'

28.47'

6.92'

38.42'

6.92'

18.16'

21.65'

11.51'

7.63'
11'
11'

25.78'

33.2'

30.6'

19.18'

35.64'

32.15'

26.47'

56.95'

32.51'

35.98'

11.76'
103.84'

4.26'

32.34'

7.04'

30.34'

10.42'

29.57' 37.05' 10.99'

10.5'

30.2'

51.19'
40'

9.24'

32.33'

5.04'
18"
18"
18"
24"
24"
18"
24"
18"
24"
18"
18"
18"
18"
18"
18"
18"
18"
18" 24"
18"
18"
18"
18"
18"
18"
18"
18"
18"
24"
18"
18" 18" 18"
30"
36"
18"
18"
18"
18"
18"
18"
12"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
HDPE
C-12018
C-12186
C-12186
C-12022
C-12183
C-12184
42"
42"
24" X 999"
24" 24"
36"
48" 48"
48"
36"
36"
36"
36"
72"
72"
42" 42"
36"
48" 48"
48"
15" X 48"
42"
42"
42"
42"
36"
30"
18"
30"
24"
24"
24"
24"
18"
18"
30"
30"
42"
24"
24"
24"
30"
24"
30" X 18"
12"
18"
30"
18"
18"
54"
54"
30"
211.51'
222.78' 28.99'
336.27'
294.5'
342.71'

49.17'
258.54'
323.58'
376.36'
261.72'
106.9'

16.91'
181.57' 255.61'
311.68'
199.97' 302.16'
103.42'

74.18'

25.99'

68.06'
100'
259.98'

46.64'

39.91'

11.86'
311.77'
467.3'

17.17'
425.52'
170.52'
188.11' 401.08'

72.02'
255.79'

43.57'

68.4'
220.29'
190.54'
226.54'
229.81'
148.34'
377.75'
147.2'
406.37'
215.96'
168.52'
C-10335
C-10335 C-12186
C-12024
C-12025
C-12025
C-12025
C-12026
C-12026
C-12026
C-12173
C-10459
C-12180
C-12181
C-12181
C-12182 C-12018
C-12182
C-12023 C-12023
C-12024
C-12183
C-12183
C-12183
C-12183
C-12183
C-12183
C-12183
C-12183
C-12184
C-12184
C-12184
C-12185
C-12185
C-12020
C-12021
C-12021
C-12025
C-12021
C-12022 C-12022
C-12182
C-12182
C-16902
C-12168
C-17390
C-17387
C-17387
C-17387
C-17387
C-16903
C-17386
C-17475
RCP
RCP
ED
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP

RCP RCP
RCP
RCB
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CD
HDPE
HDPE
HDPE
HDPE
HDPE
CD
RCP
HDPE
ED
O
L-8
M-7
N-8
M-9
M-8 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 M-8 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

FERNRIDGE CT

CALLE CANCUN

ALTA VISTA PL

GOLDENRIDGE CT

MEADOWRIDGE CT

LA PUMA CT

CAMINITO MIRADOR

CAMINITO LUISA

PASEO ROBLES CT

VIA SECOYA

VIA FRESCO

AVENIDAACASO

LA CULEBRA CR

ALTA VISTA PL

CORTE OLIVAS

VIA FRESCO

CORTE OLIVAS

LYNNWOOD DR

ALTA VISTA PL
CALLE

DESCANSO
PASEO

MARAVILLA

LA PUMA CT

CAMINITO LUISA

CORTE OLIVAS

PASEO MARAVILLA

LYNNWOOD DR

HILLRIDGE DR

CAMINITO POSADA
Calleguas
C
re
ek

39.46'

22.69'

34.33'

32.64'

42.17'

7.7'

43.26'

9.19'

26.16'

19.88'

24.85'

30.19'

54.87'

33.11'

18.82'

26.94'

29.16'

41.59'

28.8'

26.36'

23.73'

49.35'

26.48'

27.65'

39.96'

64.3'

26.52'

20.66'
C-10887
C-10911
C-11985
C-9576
C-9576
C-9575
C-9575
C-9575
C-9575
C-9575
C-9575
C-9577
C-9575
C-9575
24"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
42"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
60"
60"
60"
24"
48"
48"
66" 48" 48"
48"
42"
42"
42"
42"
42"
18"
66"
18"
30"
18"
18"
18"
18"
24"
24"
24"
30"
30"
24"
42"
42"
137.09'

27.43'
128.64'
324.26'

32.52'
468.47'

45.52' 34.01' 148.57'
196'

71.96'
129.28'
271.43'

29.09'

53.04'
178.83'
519.43'

41.72'

43.51'

39.92'

41.46'

42.86'

50.97'

55.24'
275.9'
231.57'
205.33'

98.18'
237.06'
124.22'

78.18'
C-11728
C-11913 C-11913
C-11913
C-10886
C-10886
C-10886 C-10887 C-10887
C-10887
C-10911
C-10911
C-10911
C-10911
C-10911
C-10936
C-10885
Y-3-3949
Y-3-3949
Y-3-3949
Y-3-3948
Y-3-3948
Y-3-3948
C-11985
C-9576
C-9575
C-9575
C-9575
C-9577
C-9574
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
K-9
L-8
M-9
L-10
L-9 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 L-9 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

COACHMAN DR

DANBURY DR

N WOODCREEK RD

RIDGEWOOD DR

QUAILRIDGE DR

SPINDRIFT CT

MOONS HADOW
CR

ASHWOOD CT

BUTTERFIELD ST

MEADOWBLUFF CT

LYNNWOOD DR

SPYGLASS WY

SUNDANCE WY

BUTTERFIELD ST

UPLAND RD

FIELDCREST DR

QUAILRIDGE DR

HILLRIDGE DR

HARVEST LN

RIDGEWOOD DR

FIELDCREST DR

WINCHESTER WY

SUMMERFIELD ST

N WOODCREEK RD

HILLRIDGE DR

BUTTERFIELD ST
SUM

MERFIELD
ST

FIELDCREST DR

MEADOWRIDGE CT

GOLDENRIDGE CT

FERNRIDGE CT

ASHWOOD CT

OPEN CHANNEL
8'

47.6'

7.5'
13'

57.81'

29.7'

41.44'
29'
29'
29'
37'
38'
43'
23'
23'
23'

47.12' 10.95'
27'
15'
5'
26'
18'
8'
71'
21'
27'

43.66'

35.62'
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
27"
21"
30"
21"
21"
18"
30" 18"
18"
21"
21"
21"
18"
18"
21"
24"
18"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
C-1949
C-1949
FLD_CHK
FLD_CHK
33"
33"
33"
21"
39"
39"
39"
39"
33"
33"
33"
33"
39"
39"
39"
27"
27"
27"
45"
45"
33"
39"
39"
18"
27" 18" 27"
27"
27" 27"
42"
24" X 24"
24" X 24"
39"
39"
27"
27"
39"
39"
42"
42"
54"
54"
15" X 48"
18"
18"
18"
12"
12"
243.44'

42.18'
103.97'
351.53'
507.81'
138'

65.38'
164.96'
117.03'

55.21'
238.66'
110.7'
112.86'
12'
121.27'
45'
155.92'

13.72'
145'

8.66'
380.76'

28.77'

26.18'

21.16'
50'
13' 114' 22'

68.3'
40' 219.99'
206.45'
122.13'
113.91'
9'
12'

20.24'
25'
266.86'
194.25'

69.73' 3'
490'
54'
C-1950
C-1950
C-1948 C-1948
C-1948
C-1949
C-1951
C-1951
C-1951
C-1951
C-2032
C-1947 C-1947
C-1947
C-1947
C-1947
C-1947
C-1947
C-1946
C-10215
C-10215
C-10215
C-1949
C-10213 C-10213
C-10213
C-10213
C-10213
C-10336
C-1949
C-6531
C-1949
C-1946
C-10213
C-10213
C-1951
C-1951
C-1947
C-1950
C-10335
C-10335
C-12024
C-12024 C-12183
FLD_CHK
FLD_CHK
FLD_CHK
SD-07-01
SD-07-01
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCP
ED
RCP
RCP
RCP
RCP
RCB
RCP
RCP
RCP
PVC DI
O
L-9
M-8
N-9
M-10
M-9 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 M-9 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

SAN VITO LN

LA CULEBRA
CR

PRARIEVIEW ST

CREEKSIDE RD

MEADOWVIEW DR

CHULA VISTA CT

EL CORTIJO PL

CALLE BRISA

CORTE VISTORA

PASEO DEL CAMPO

PASEO MONTELENA

CREEKSIDE RD

AVENIDA ACASO

VIA PACHECO

MISSION OAKS BL

PASEO DEL CAMPO

CALLE BRISA

RANCHO ADOLFO DR (PVT)

ALTA COLINA DR

VIA CUPERTINO

CREEKSIDE RD

ALTA COLINA DR

MISSION OAKS BL

CALETA DR (PVT)

VIA CUPERTINO

VIA CARRANZA

LA CULEBRA CR

CORTE TIARA

AVENIDA NAV DI AD
CORTE

MONARCA

MARSALA WY

AVENIDAACASO
CALLE

DESCANSO

OPEN CHANNEL
Calleguas
Creek
45'
24'

42.39'

27.15'

32.39'

25.3'
19'
25'
69'
24'
25'
9'
21'
20'
43'
19'
19'
20'

35.84'

18.85'
55'
43'

39.34'

65.01'

25.81'

27.93'

25.1'
100.24'

21.73'
20'
20'
123.85'

26.36'
20'

56.7' 41'

76.02'
64'
15' 18.89'
C-7240
C-7240
C-7240
C-7240
C-11986
C-11986
C-11986
C-11986
C-1052
18"
18"
18"
18"
24" 24"
18"
18"
24"
24"
18"
18"
18"
18"
18"
18"
36"
18"
18"
18"
18"
24"
18"
18"
18"
18"
18"
18"
18"
18"
24"
24"
24"
18"
24"
24" 18"
18"
18"
18" 18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP

RCP RCP
36"
30" 24"
36"
30"
24"
30"
36"
36"
42"
24"
18"
42"
48"
24"
24"
42"
48"
48"
48"
24"
18"
24"
24"
18"
36"
30"
24"
156" X 30"
24"
30"
66"
66"
66"
66"
48"
48"
18"
48"
66"
18"
48"
54"
54"
54" 54" 84"
84"
18"
18"
96"
66"
66"
72"
24"
24"
24"
24"
18"
18"
24"
24"
24"

43.92'

63.5'
17' 35'
32'
266'
344.6'

29.46'

95.5'
61'
150'
68'
150'
115.57'
56'
57'
287'

57.53'
242'
164'
107'
48'
46'
54'
129.65'
159.84'

42.2'

58.67'
342'
8'
135'
110'

57.15'
113.47'

63.95'

76.07'

27.33'
519.43'
157.31'
356.76'

9.47'
9'

8.65'

7.5'
309.13'
435.14'

51.97'

53.13'
125'

47.11'

51.96'

45.9'

19.06'

43.33'

63.69'
478 6. 9'

49.51'

53.85'
139.5'
26'

32.53'
C-8310
C-6189 C-6189
C-6189
C-6190
C-8310
C-8310
C-8310
C-6189
C-6189
C-6189
C-6188
C-8328
C-8328
C-8310
C-7417A
C-7417A
C-7417A
C-7417A
C-7417A
C-7417A
C-7417A
C-7418A
C-7418A
C-7418A
C-7418A
C-6188
C-7417A
C-7416A
C-6190
C-10884
C-10884
C-10884
C-10884
C-10888
C-10888
C-10888
C-10888
C-10885
C-10867A
C-10888
C-10867A
C-10867A
C-10867A
C-10867A
C-11984
C-11984
Y-3-3946
Y-3-3946
C-11984
C-11984
Y-3-3946
C-11985
C-11985
Y-3-3946
Y-3-3946
C-8328
C-12421
C-12421
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CONC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
K-10
L-9
M-10
L-11
L-10 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 L-10 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

VIA CARRANZA

E ELM VIEW DR

E LAUREL RIDGE LN

N HICKORY VIEW CR

PASEO RECOSO (PVT)

E ASH VIEW LN

CALLE BONITA (PVT)
N

ELDER VIEW LN

N ALDER VIEW LN
VILLA

MALLORCA PL (PVT)

N OSAGE

MISSION VERDE DR (PVT)

CALLE LOZANO (PVT)

MISSION OAKS BL

SAN FRANESCA DR (PVT)

ST (PVT)

MEADOWVIEW DR

ST (PVT)

PASEO DEL CAMPO

E WILLOW VIEW DR

MISSION VERDE DR (PVT)

ST (PVT)

N WOODCREEK RD

E HOLLY RIDGE DR

VILLA MALLORCA

PL (PVT)

ALTA COLINA DR

ST (PVT)

VILLA MALLORCA PL (PVT)

ST (PVT)

N WOODCREEK RD

E CHERRY RIDGE DR

ST (PVT)

CALLE LOZANO (PVT)

MISSION OAKS BL

E BIRCH VIEW LN

CORTE PICO VERDE

VIA SILVESTRE (PVT)

RECODO WY (PVT)

MISSION OAKS BL

E WILLOW VIEW DR

E MAPLE VIEW CR
CR

E CHERRY RIDGE DR

BUTTERFIELD ST

OPEN CHANNEL

OPEN CHANNEL
19'
43'
16'
45'
104'
23'
26'
148.78'

31.22'

21.33'

38.22'

30.78'
40'
36'
36'
24'

26.23'
10' 15.25'

22.94'

7.06'
78'

26.75'
61'

77.36'

24.28'

24.26'

27.02'

32.26'

46.89'

23.33'

47.15'

45.3'
21'
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
27"
18"
18"
24"
24"
18" 18"
18"
18"
18"
18"
24"
18"
24"
18"
18"
18"
18"
18"
18"
18"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
C-3533C
C-3533C C-10218
C-1029A
24"
18"
24"
21"
18"
18"
24"
24"
24" 24"
27"
27"
18"
30"
39"
36"
30"
30" 27"
24"
36"
36"
36"
36"
36"
36"
33"
30"
42"
42"
18"
18"
18"
24" X 24"
24" X 24" 24" X 24" 24" X 24"
24" X 24"
36" X 24"
36" X 12"
36" X 12"
36" X 12"
36" X 24"
60" X 36"
60" X 36"
24" X 24"
60" X 36"
60" X 36"
36"
36" X 24"
36" X 24"
18"
24" X 24"
24" X 24"
39"
39"
36" X 999"
39"
27"
18"
60" X 36"
24"
24"
266.86'
139.5'
286.22'
122'
114'

29.48'
154.93'
198.24'
110'
40' 30'
74'
23'
75'
13'
10'
5'
115'

40.28'

56.27'
182.72'
132.7'

74.04'

15.25'
104.77'
394.13'
9'
5'
35'
45'
187'

34.73'
121.27'
10'

13.72'

26.04'
107.1'

17.63'
123.71'
5'
331.22' 97.94'
242.9'

51.79'

86.21'
147'

36.79'
305.17'
42'

49.04'
10'
10'
132.7'
505'
168.57'

81.43'
134'
19'
219.99'
151.23'
586.51'
58'
585'
C-1950
C-8328
C-8328
C-3533B
C-3533B
C-3533B
C-456
C-456
C-456
C-456
C-10218
C-10218
C-10218
C-10213
C-10213
C-7895
C-7896
C-7896
C-7896
C-7896 C-7896
C-7896
C-10218
C-1945
C-1026
C-1026
C-4625
C-4625
C-456
C-1949
C-10213
C-1946
C-1946
C-1946
C-1946
C-1946 C-1946
C-1945
C-1027
C-1027
C-1027
C-1027
C-1026
C-1026
C-1026
C-1027
C-1026
C-3533B
C-7896
C-1945
C-1026
C-1026
C-1950
C-7904
C-1950
C-10213
C-4625A
C-1025
C-3803A
FLD_CHK
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP

RCP RCP
RCP
RCP
CMP
CMP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
RCP
RCB
RCB
RCP
ED
ED
ED
ED
ED
ED
ED
ED
ED
ED
ED
ED
ED ED
ED
ED
ED
RCP
CONC
RCP
RCP
RCP
ED
RCP
RCP
CD
O
L-10
M-9
N-10
M-11
M-10 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 M-10 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CHULA VISTA CT

BUENOS TIEMPOS DR

HUNT CR

HACIENDA DR

ALTA COLINA DR

VILLAADOBE DR
NOVINA

PL (PVT)

CEBOLLA DR

HACIENDA CR

LAUREL PARK CR

LA VETA DR (PVT)

PICADO DR (PVT)

AQUA VERDE CT

CALLE MENDOTA

ALIENTO WY

CALETA CT (PVT)

GALANO DR (PVT)

EL CARAZON CT

LADERA VISTA DR

COLONY DR

BUENA MESA CT

LOS PUEBLOS DR

COLONY DR

GALANO DR (PVT)

MISSION OAKS BL

HILLCREST DR

TAHQUITZ DR P( VT)

MISSION

OAKS BL

ALIENTO WY

CALLE MAPACHE

ADOLFO RD

LAUREL PARK DR

COLONY DR

CALETA DR (PVT)

SANTA ROSA RD

VIA CUPERTINO

CREEKSIDE RD

53.57'
35'
47'
41'

22.99'

22.06'

22.28'

22.56'

23.48'
14'

11.66'

22.99'
25'

22.99'

19.5'

24.14'

24.54'
170.39'

10.5'
3'

41.01'

88.47'

99.21'
88'
226.55'
39'
132.47'
134.44'
35'
24'
48'

44.44'
217'
74'
22'
26' 28'
27'
49'

27.46'

3.3'

59.41'

29.21'

32.62'
183.02'
157.02'
45'
30'
C-7973
C-7973
C-7973
C-7973
C-5128
C-455
C-3891
C-9235
C-747
18"
18"
18"
18"
18"
18"
18"
18"
18"
18" 36"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
24"
18"
18"
18"
18" 18"
18"
18"
18"
18"
18"
18"
18"
18"
24" 30"
24"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
30"
66"
36"
24"
48" 36"
36"
24"
36"
24"
24"
24"
27"
42"
36"
66"
66"
66"
18"
18"
30"
30"
36"
36" 36"
24"
24"
24"
24"
24"
24"
24"
42"
66"
120" X 21"
120" X 21"
120" X 21"
24"
42"
36"
48"
21"
27"
21"
48"
48"
48"
48"
48"
42"
42"
42"
24"
234'
105.35'
154.92'

52.32'
151.22' 55.33'
294.76'
1 55.89'
358.59'

53.6'

47.75'
108.6'
160.28'

42.44'
379.34' 379.67'
10'

36.6'
126'
374.3'
263.55'
342'
119.81'

91.27'
159.74'
350.54'
290.74'
206.26'

52.64'

58.05'

75.36'
217'

64.56'
178.18'
282.49'

37.59'

21.34'

22.51'
8'
20'
15'
141.59'

9.08'
359.71'

98.08'

22.96'

73.96'
326.94'
39'
97'
22'
105.86'
111'
90'
26'
44'
C-6190
C-6977
C-6977
C-6977
C-6977 C-6977
C-6977
C-6977
C-6976
C-6978
C-6978
C-6978
C-6976
C-6980
C-6980A
C-6980A
C-6982D
C-6982D
C-6982D
C-7974
C-7974
C-6190
C-6978
C-6978
C-6980
C-6980
C-6979
C-6979
C-6979
C-6979
C-6979
C-6979
C-6979
C-5125
C-5124
C-6980A
C-6977
C-6982D
C-6982D
C-6982D
C-1367
C-6982D
C-1367
C-9235
C-9235
C-9235
C-9235
C-9235
C-3891
C-747
C-747
C-6978
FLD_CHK
FLD_CHK
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
City
RCP
RCP
RCP
RCP
RCP
RCP
RCP
City
RCP
RCP
City
RCP
RCB
RCB
RCP
RCB
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCB
CD
CD
O
K-11
L-10
M-11
L-12
L-11 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 L-11 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

N NUEVE CT

N OTONO CT
VILLAGE 8 (PVT)

BUENA MESA CT

E MAPLE VIEW CR
VILLAGE 9 (PVT)

N BLANCO CT

N MIRA FLORES CT

LA PORTE ST

N MADRESELVA CT

CREEKSIDE CR
VILLAGE 5 (PVT)

W LEISURE VILLAGE DR (PVT)

VILLAGE
5 (PVT)

LOS PUEBLOS DR
VILLAGE 7 (PVT)

E AVENIDA ENCANTO
VILLAGE 6 (PVT)
VILLAGE 5 (PVT)
VILLAGE 7 (PVT)

SANTA ROSA RD
VILLAGE 7 (PVT)

CREEKSIDE RD
VILLAGE 9 (PVT)

SANTA ROSA RD
VILLAGE 6 (PVT)
VILLAGE 9 (PVT)

SANTA ROSA RD

W LEISURE VILLAGE DR (PVT)

LAUREL PARK DR

N WOODCREEK RD
VILLAGE 7 (PVT)
VILLAGE 6 (PVT)

VILLA MALLORCA PL (PVT)

E MULLBERRY RIDGE DR

OPEN CHANNEL

31.43'
41'
62'
62'
6'

22.12'

22.18'
97'
67'
16'
41'

28.47'
3' 24'

38.3'

34.83'

27.42'

37.63'
38'
85'
18'
19'
73'
40'

79.5'
267'
305'
45'
18"
24"
18"
18"
18"
18"
18"
18"
18"
24"
18"
18"
18" 18"
30"
18"
18"
27"
24"
18"
18"
18"
18"
30"
8"
18"
4"
4"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
HDPE
HDPE
HDPE
HDPE
C-444
VC-45634
VC-49019
C-445
C-445
C-445
VC-45630
VC-45630
C-15470
C-15470
C-15470
C-15740
C-15740
24" 24"
30"
18"
18"
18"
30"
36"
36"
36"
66"
24"
24"
24"
18"
24"
24"
24"
27"
48"
48"
48"
48"
36"
36"
42"
66"
42"
36"
66"
24"
66"
24"
60"
30"
27"
24"
24"
24"
27"
24"
30"
24"
24" X 72"
24" X 72"
24" X 72"
24" X 72"
72" X 24"
72" X 24"
60"
18" 18"
18"
24"
18"
18"
18"
36" X 999"
18"
12"
309.04' 15.22' 429.92'
185.58'

83.12'
48'
136'
74'
34'
57'

19.67'

48.83'

9.21'
78'
37'
19'

68.42'

12.42'

43.9'
279'
157'
8'
323.14'

56.17'

60.13'
16'
506.77'
223.48'
252.35'

86.88'

51.42'
173.56'
347'

49.76'

11.84'
166.08'
73'
22'
12'
497.76'
346.24'

70.04'

9.4'

5.33'

14.7'
68'

32.16'
8'
20'
44'
350'
114'

55.04'
13'

64.98'
227.74'
182.72'
156'
368'
156'
C-6976 C-6976
C-1526
C-1526
C-1526
C-1526A
C-444
C-444
C-444
C-1218
C-7904
C-6976
C-444
C-444
C-444
C-7904
C-7904
C-6976
VC-49018
VC-49019
VC-49019
VC-49019
VC-49019
C-615
C-615
C-615
C-614
C-615
C-619
C-614
C-616
C-6982D
C-6976
C-1218
C-1526
VC-45631
VC-45631
VC-45631
C-616
C-619
C-6976
VC-45637
VC-45637
VC-45637
VC-49019
VC-49019
C-1526
C-1218
C-422
C-618
C-422
C-7895
C-422
C-422
C-422
C-422
C-7904
C-15470
C-15470

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
CMP
CMP
RCP
RCP
RCB
RCB
RCB
RCB
RCB
RCB
RCP
RCP
RCP

CMP CMP
CMP
RCP
CMP
CMP
CMP
CONC
HDPE
HDPE
CD
CD
O
L-11
M-10
N-11
M-12
M-11 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 M-11 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

VERDUGO WY
CAMINO
RUIZ

EL CAPITAN PL

VIA CALDERON

MARIPOSA DR

RANA PL (PVT)

1. ANGUILA PL

VIA CRISTAL

YORBA LINDA PL (PVT)

SOBRE COLINAS PL (PVT)

ESTANCIA PL (PVT)

GALANO DR (PV T)

ESTANCIA PL (PVT)

MESQUITE ST

ADOLFO RD

RANA PL (PVT)

SANTA ROSA RD

ESTANCIA PL (PVT)

MISSION OAKS BL

ADOLFO RD

CAMINO RUIZ

ADOLFO RD

SANTA ROSA RD

VIA CALDERON

SOBRE COLINAS PL (PVT)

MANZANITA ST

MARIPOSA PL

VIA MARQUESA

REFUGIO (PVT) CT

1. DOUBLE
32'
26'
10'
56'

61.5'

20.82'

39.67'
20'
21'

19.36'

13.2'
5'

38.9'

22.83'

12.6'
34' 11'
20'
48'
12'
21'
21'
32'
70'

8.5'

18.88'

48.35'

19.42'

53.57'

22.57'

25.73'

6.85'

40.5'
82'
34'
67'
64'
C-5921
VC-45634
C-6165
C-6163
C-8220
C-6163
C-1259
C-1259
C-1259
C-5333
C-7959
C-9233
C-5128
C-13632
C-13389
C-13389
C-13389
C-3209
C-15234
18"
18"
18"
18"
27"
33"
18"
18"
24"
18"
18"
18"
18"
18"
24"
18"
18"
18"
18"
18"
18"
18"
18"
18"
24"
18"
18"
18"
18"
18"
18"
24"
24"
18"
6"
8"
8"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
PVC
24"
24"
48"
24"
30"
30"
36"
24"
24"
60" 48"
48"
48"
30"
24"
30"
12"
24"
24"
24"
21"
36"
36"
30"
30"
48"
30"
36" 39"
39"
39"
39"
39"
18"
24"
24"
18"
18"
24"
24"
18"
21"
24"
24"
24"
24" 24"
24"
18"
66"
60"
66"
66"
18"
18"
30"
48"
28" X 24"
60"
66"
48"
48"
48"
24"
30"
30"
48"
48"
48" X 48"
48"

54.73'
282.49'

45.45'

7.07'
79'
388.95'

84.51'
125' 214.28'
288.46'
190'
60'
155.72'
35'
18'

85.5'
25'

34.35'
242'
328'
365'
185.5'
120.75' 68.25'

39.32'
36'
275.61'

35.34'
145'
174'
173'
64'
279.2'
46'
249.65'

2.25'
181.05'
58'

58.67'
35'
18'
78'
82'
317'
259'
74'
442' 52'
42'
56'

27.46'
18' 49'
106.37'

6.2'
20'
293.44'

69.8'

65.2'

86.57'
270.1'

87.64'

64.03'
245.8'
359.71'
76'
122.3'
C-8220
C-6162
C-5124
C-3209
VC-45628
VC-45628
C-3605
C-3605
C-455
C-5124
C-5126
C-512 6
C-3604
C-5333
C-5333
C-5333
C-13880
C-5333
C-5333
C-5333
C-7974
C-933
C-933
C-933
C-933
C-3604
C-3209
C-3605 C-5127
C-5127
C-5127
C-5127
C-5127
VC-45629
C-6165
C-6166
C-6166
C-8220
C-6162
C-8220
C-8220
C-7959
C-6162
C-8220
C-6162
C-6162
C-6162
C-6162
C-6162
C-1258
C-1259
C-1258
C-1259
VC-45628
VC-45628
C-5333
C-1259
C-1259
C-5124
C-7091
C-9234
C-9234
C-9234
C-9233
C-9233
C-9233
C-9234
C-9235
VC-45634
C-9234
RCP
RCP
City
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
HDPE
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
City
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCP
O
K-12
L-11
M-12
L-13
L-12 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 L-12 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

BARODA DR

HEATHER ST
VILLAGE 20 (PVT)

CAMINO LEON

CALLE SENCILLO

CALVADOS
DR

CALLE TAMEGA

DELOZ DR

CAMINO COMPADRE
VILLAGE 16 (PVT)
VILLAGE 17 (PVT)
VILLAGE 6 (PVT)

ADOLFO RD
VILLAGE 3 (PVT)

MARIPOSA DR
VILLAGE 16 (PVT)
VILLAGE 17 (PVT)

FELICIA ST

W LEISURE VILLAGE DR (PVT)
ABRAZO
DR

W LEISURE VILLAGE DR (PVT)

FELICIA ST LOS

PUEBLOS
DR
VILLAGE 18 (PVT)
VILLAGE 18 (PVT)

MARIPOSA PL

MOUNTAIN VIEW DR (PVT)

HIDALGO ST
VILLAGE 4 (PVT)
VILLAGE 4 (PVT)
VILLAGE 1 (PVT)

E AVENIDA ENCANTO

CAMINO EL RINCON

1. MARIPOSA PL

LOS PUEBLOS DR

1. CAMINO CARILLO
VILLAGE 20 (PVT)
VILLAGE 6 (PVT)
VILLAGE 4 (PVT)
VILLAGE 4 (PVT)
VILLAGE 16 (PVT)
VILLAGE 16 (PVT)
VILLAGE 1 (PVT)
VILLAGE 1 (PVT)

OPEN CHANNEL

OPEN CHANNEL
Abandoned

6.98'

6.86'

80.35'
24'
26'
20'
41'

60.48'

8.94'
42'
164'
21'
19'
19'
35'
17'

22.8'
132'
46'

25.57'
136.94'
93'
76'
41'
93'
75'
38'
121.58'
44'
100'
19'
17' 4'
36"
30"
24"
18"
18"
18"
18"
36"
42"
36"
36"
18"
18"
18"
18"
18"
18"
18"
18"
24"
24"
30"
24"
18"
36"
30"
24"
36"
24"
30"
18"
12"
24"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
RCP
C-1220
C-1219
C-1219
C-4752
C-1258
C-1258
C-1258
C-1780
C-1781
C-1781
C-1781
C-1781
C-1780
66"
66"
66"
66"
60"
18"
42"
30"
54"
66"
66"
66"
66"
66"
36"
36"
66"
66"
66"
66"
66"
72"
72"
72"
72"
72"
72"
72"
72"
72"
72"
36"
48"
48"
48"
96" X 93"
96" X 93"
66"
54"
54"
66"
36"
36"
999" X 999"
999" X 999"
999" X 999"
999" X 999"
66"
30"
72"
66"
66"
66"
30"
30"
27"
66"
72"
484'
117'
489'
213.25'
230.28'
75'
135.56'
221.08'

90.72'
483.75'
271'
296.83'
197.17'
168'
486'
506.12'
174.69'
494.21'

7.67'

43.96'
2 1.82'
213.31'
482.31' 492.73'

81.41'
622.44'
622.44'
707.31'
707.31'
284.93'
284.93'
57'
523.28'
410.42'
290.53'
38'
28'
481.67'
373.12'
373.12'

78.32'
103.64'
320.16'
328.6'

10.81'
411.11'
233.33'

92.77'
113.18'
20'

43.22'

20.1'

20.1'
139.68'
121'
347'
346.24'
50'
C-6982C
C-6982D
C-6982E
C-6982F
C-1218
C-5921
C-1219
C-1219
C-1221A
C-6982F
C-6982G
C-6982G
C-6982G
C-6982G
C-1820
C-1820
C-1218
C-1217
C-6982F
C-1258
C-1258
C-1777
C-1776
C-1777
C-1777
C-1779
C-1779
C-1778
C-1778
C-1779
C-1779
C-4751
C-611
C-610
C-611
C-610
C-610
C-1217
C-1221 A
C-1221A
C-5921
C-614
C-614
C-614
C-1775
C-1775
C-1775
C-1775
C-6982C
C-1779
C-1258
C-1258
C-6982D
C-1777
C-619
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCB
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CONC
CONC
CONC
CONC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
L-12
M-11
N-12
M-13
M-12 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 M-12 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

VENTURA FW

CALLE QUESTA (PVT)

VENTURA FW

RIDGE VIEW ST

VENTURA FW

SANTA ROSA RD

COTTAGE GROVE AV

VERDUGO WY

CAMINO RUIZ

CALLE CUESTA (PVT)

PLEASANT VALLEY RD

CAMINO RUIZ

PLEASANT VALLEY RD

MILPAS ST

MANZANO ST (PVT)

PECANA ST (PVT)

CASTIANO ST (PVT)

ROBLES ST (PVT)

NUEZ ST (PVT)
27'
24'

17.68'

69.17'
34'
4'

41.16'

11.61'
11'
33'

27.33'
31'
15'
215'

41.24'

24.21' 22.07'
297.5'

11.68'

15.29'
C-2447
C-934F
C-934F
C-6165
C-6166
C-16405
18"
24"
18"
24"
24"
18"
18"
18"
18"
18"
18"
30"
18"
18"
18"
18"
18"
12"
12"
12"
8"
12"
18"
12"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
HDPE
HDPE
HDPE
PVC
HDPE
HDPE
27"
30"
48"
48"
30"
27"
42"
24"
30"
42"
30"
24"
30"
30"
30"
30"
30"
30"
36"
27"
24"
24"
24"
24"
24"
24"
24"
12"
12"
12"
12"
30"
18"
24"
24"
24"
18"
24"
18"
24" 18"
18"
18"
18"
18"
18"
18"

25.33'
401'
406'
99'
363.71'
373.18'
325.45'
544'
439'
13'

39.6'
304'
320'
330'
162'
84'
80'
164.68'
321'
16'
70'
140'
60'
136'
42'
71'
155'
57'
40'
85'
85'
163'

49.38'

60.93'
150.42'
217.13' '
108.22'

41.83'

11.76'
126.83'
168.2'
142.42'
142.6'
C-4009
C-934A
C-934B
C-934B
C-2447
C-2445
C-4009
C-934E
C-934E
C-6165
C-6166
C-6164
C-6164
C-6164
C-6165 C-6165
C-6165
C-6165
C-2446
C-2447
Cal-Trans_SR_D-1
Cal-Trans_SR_D-1
Cal-Trans_SR_D-3
Cal-Trans_SR_D-3
Cal-Trans_SR_D-3
Cal-Trans_SR_D-3
C-5333
C-13880
C-13880
C-13880
C-13880
C-13880
C-6165
C-16406
C-16405 C-16405
C-16407
C-16407
C-16407
C-16408
C-16407
C-16408
C-16409
C-16409
C-16410 C-16409
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
RCP
RCP
RCP
CMP
CMP
RCP
ED
HDPE
HDPE
HDPE
HDPE
RCP
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
O
K-13
L-12
M-13
L-14
L-13 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 L-13 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CALLE CUESTA (PVT)

BALBOA CR

CAMINO CARILLO

CORTEZ CR

CALLE AMOROSA

CAMINO DEVILLE

CAMINO RUIZ

VERDUGO WY

CORTEZ CR

CAMINO CARILLO

ADOLFO RD

CAMINO CARILLO

VENTURA FW

CAMINO DEVILLE

BALBOA CR

ADOLFO RD

OPEN CHANNEL
Conejo
Creek
109'
69'
36'
31'
52'
9'
38'
53'
35'
23'
23'
23'
76'

68.35'
32'
17'

33.79'

8.87'

7.09'
19'
50'
110.06'

22.87'

72.74'
189'
18'

32.53'

45.37' 46.79'

31.75'

11.23'

11.56'

31.43'

32.52' 47.94'

25.13'
188'

61.86'
153.61'

95.59'
104.5'
184.67'

97.29'
80'

45.19'

54.4'
38'

13.13'

13.52'

19.89'

70.33'
301.92'
355.88'

34.12'

76.42'

59.69'
140.78'

63.54'
118.03'
199.88'
'
137.96'

12.37'

70.66'

62.95'

74.23'
100.75'

63.61'
146.24'
28'
25'

58.36'

53.68'

39.76'

54.17' 25'

13.3'
188.88'

11.01'
63'
72'
46'
79'
43'
5'
24"
24"
24"
24"
24"
18"
30"
24"
21"
18"
18"
24"
24"
12" 12"
12"
12" 18"
18"
18"
18"
27"
12"
18"
12"
24"
12"
12" 12"
12"
12"
12"
12"
12" 12"
12"
18"
18"
18"
15"
12"
18"
18"
12"
12"
12"
18"
15"
10"
8"
10"
8"
18"
10"
10"
18"
18"
12"
18"
18"
18"
30"
30"
24"
18"
12"
36"
18"
18"
30"
36"
12"
12"
36"
18"
24"
18" 18"
18"
30"
18"
18"
12"
12"
18"
18" 18"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

PVC PVC
PVC
PVC
RCP
RCP
RCP
RCP
RCP
PVC
HDPE
PVC
RCP
PVC

PVC PVC
PVC
PVC
PVC
PVC

PVC PVC
PVC
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
PVC
HDPE
HDPE
HDPE
HDPE
HDPE
PVC

PVC PVC
PVC
PVC
PVC
PVC
PVC
PVC
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE

HDPE HDPE
HDPE
HDPE
PVC
PVC
PVC
PVC
PVC
PVC
RCP
C-4329
C-4330
C-934F
C-11864B
C-11864B
C-7985
C-7985
C-934F
C-11864B
C-10650
C-10803
C-4467
C-12294
C-12294 C-12294
C-12294
C-12294
C-10650
C-10650
C-10650
C-10650
C-10650
C-10649
C-10649
C-10803
C-10649
C-10649
C-10820A
C-10820A
C-10820A
C-10819A
C-10819A
C-10819A
C-10820A
C-12388
C-12388
C-12388
C-12388
C-12388
C-12388
C-12389 C-12389
C-12389
C-13306
C-13306
C-13306
C-6881
60"
30"
48"
48"
54"
48"
54"
48"
24"
66"
18"
12"
12"
18"
18"
12"
48"
48"
15"
18"
24"
24"
30"
36"
168" X 168"
168" X 168"
168" X 168"
168" X 168" 168" X 168"
72"
72"
168" X 168"
168" X 168"
168" X 168"
168" X 168"
168" X 168"
168" X 168"
168" X 168"
144" X 144"
144" X 144"
48"
999" X 999"
168" X 168"
12"
24"
999" X 999" 72"
66"
36"
42"
18"
18"
12" 12"
18"
12"
12"
18"
12"
12"
12"
12"
12"
12"
12"
18"
12"
18"
18"
18"
24"
24"
21"
12"
42"
66"
355'

6.86'
579'
77'
62'
451'
117.97'
519'
50'
328'

26.55'

21.32'
44'
124'
210'
5' 141'
250'
197'
208'
104'

51.49'
209.02'
275.74'

11.4'

44.73'
290'
461.51'
136.96'

43.89'
143.9' 53.87'
307.67'

52.56'
131.12'
220.36'
259.49'
179.37'
266'

37.44'
190.63'
14'
50'
20'
411.11' 482.31'
489'
279'
170'
286.66'
256.78'

97.27'

18.23'

39.6'

97.23'
256.91'

18.27'

39.6' 6'

4.22'

58.82'
107.77'
323.33'
C-4330
C-6982E
C-934D
C-934C
C-934
C-934A
C-934
C-934C
C-4753
C-6982E
C-11864B
C-11864B
C-11864B
C-11864B
C-11864B
C-11864B
C-11864B
C-934
C-934
C-7982
C-7983
C-7984
C-7984
C-1780
C-4751
Y-3-2893
Y-3-2893
Y-3-2893
Y-3-2893 Y-3-2893
C-1776
C-4327
Y-3-2892
Y-3-2892
Y-3-2892
Y-3-2892
C-4786
Y-3-2892
Y-3-2892
C-4787
C-1777
C-934C
C-1775
Y-3-2893
C-1775 C-1776
C-6982E
C-4753
C-4751
C-934D
C-12293
C-12293
C-12294
C-12294
C-12294
C-12293
C-12293
C-12293
C-12294
C-12294
C-934D
C-4329
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
PVC
PVC
PVC
PVC
PVC
RCP
RCP
PVC
RCP
RCP
RCP
RCP
RCP
RCB
RCB
RCB

RCB RCB
RCP
RCP
RCB
RCB
RCB
RCB
RCB
RCB
RCB
RCB
RCB
RCP
CONC
RCB

CONC RCP
RCP
RCP
RCP
RCP
PVC
PVC
RCP
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
RCP
PVC
RCP
RCP
O
L-13
M-12
N-13
M-14
M-13 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 M-13 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

PLEASANT VALLEY RD

ADOHR LN

38.5'
24" RCP
18"
42"
24"
24"
"
417.31'
373.18'
220.92'
276.46'
1494'
517' 1494'
C-2059
C-2445
C-6841A
C-6841A
FLD_CHK
FLD_CHK
FLD_CHK
RCP
RCP
HDPE
HDPE
ED
ED ED
O
K-14
L-13
M-14
L-15
L-14 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 L-14 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

RIDGE VIEW ST (PVT)

VENTURA FW
DOUBLE
Conejo
Creek

OPEN CHANNEL
Freeway Drainage Outlet
46'
41'
18"
18"
CMP
Y3-3284
CMP
Y3-3284
24"
24"
999" X 999"
150" X 78"
999" X 999"
240" X 78"
24"
42'
69'
25'
35'
25'
327.5'
220.92'
C-6841A
C-6841A
C-6318
C-6318
C-6318
C-6318
C-6841A
RCP
RCP
RCB
RCB
RCB
ED
HDPE
O
L-14
M-13
N-14
M-15
M-14 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 M-14 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CALLE PLANO

CALLE CARGA

CALLE BOLERO

CALLE ALTO

CALLE PLANO

CALLE ALTO
Conejo
Creek

OPEN CHANNEL

OPEN CHANNEL
14'
24'
5'
59'
88'

37.68'
201.4'
168.1'
126.8'

52.8'
C-1567
C-1568
VC-50652
VC-50652
VC-50652
C-2505
C-14458
C-14458
C-14457
C-14458
30"
30"
36"
18"
18"
24"
15"
12"
12"
8"
RCP
RCP
RCP
RCP
RCP
CMP
PVC
PVC
PVC
PVC
24"
54"
36"
42"
5 4
"
30"
30"
36"
36"
36"
24"
24"
24"
18"
36"
36" 36"
36"
96" X 999" 96" X 999"
60"
395'

11.68'
357.14'

31.5'
4 7
2 .
8 2
'
180.5'
323.5'
5'

54.26'
432.5'
150'
216'
356.6'
230'

14.25'
277.57'
195.86'

25.48'
69'
C-1567
C-1567
C-1568
C
-
1 5
6 7
C-2059
C-2059
VC-50652
VC-50652
VC-50652
C-2494
C-2494
C-2493
C-2506
C-1568
C-1568
C-1568
C-1568
C-2493
C-2325 C-2325
C-1567
RCP
RCP
RCP
RC
P
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
ED ED
ED
CMP
O
K-15
L-14
M-15
L-16
L-15 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 L-15 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

ISABEL AV (PVT) GITANA AV (PVT)

MARGARITA AV (PVT)

IRENA AV (PVT)
PASEO

MARGARITA
(
P
VT
)

MARGARITA AV (PVT)

IRENA AV (PVT)

INEZ ST (PVT)
30'

39.21'
24'

23.4'
17'

38.9'
25'
24'
13'

27.25'

30.55'
6'
20'
12"
18"
18"
18"
18"
18"
24"
24"
18"
24"
24"
18"
18"
CMP
RCP
RCP
RCP
CMP
CMP
CMP
CMP
RCP
RCP
RCP
RCP
RCP
42"
36"
36"
36"
36"
36"
36"
36"
36"
60"
36"
36"
36"
36"
60"
60"
36"
36"
96" X 30"
60"
12"
78'
26'
26'
84'

86.9'

27.6'

83.75'
28'
141'
150.5'
24'

70.5'
11'
68'

56.5'
80'
154'
20'
10'
4'
70'
C-4242
C-4242
C-4242
C-4242
C-4242
C-4242
C-4242
C-4243
C-4243
C-4243
C-4243
C-4243
C-4243
C-4243
C-4243
C-4243
C-4242
C-4242
C-4243
C-4243
C-6314
CMP
CMP
CMP
CMP
CMP
CMP
CMP
CMP
CMP
CMP
CMP
CMP
CMP
CMP
CMP
CMP
CMP
CMP
RCB
CMP
CMP
O
L-15
M-14
N-15
M-16
M-15 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 M-15 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CALLE QUETZAL

CALLE PLANO

OPEN CHANNEL

OPEN CHANNEL OPEN CHANNEL
Conejo
Creek
Overflow
Outlet
6'

43.18'
105.76'

80.02'

38.9'

20.57'
C-3706
C-3706
C-3706
C-3706
18"
18"
30"
30"
30"
30"
RCP
RCP
RCP
RCP
RCP
RCP
42"
42"
30"
36"
24"
42" 42"
144" X 999"
96" X 999"
144" X 999"
96" X 999"
42"
345.67' 342.33'
53'
402.33'
150'
236.06' 237.31'
1908' 1908' C-3704 C-3705 C-3705
C-2494
C-2494
C-3706 C-3706
C-2325
C-2325
C-2325
C-2325
C-7719
RCP
RCP
RCP
RCP
RCP

RCP RCP
ED
ED
ED
ED
RCP
O
K-16
L-15
M-16
L-16 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 L-16 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

INEZ ST (PVT)
Plugged and
Abandoned

39.21'
36"
36"
144" X 999"
36"

7.38'
101.5'
1908'
C-4243
C-4243
C-2325
C-6439
CMP
CMP
ED
RCP
O
L-16
M-15
N-16
M-16 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 M-16 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CIELO VISTA CT

RIAVE CT

GABRIELA CT
TERRA

BELLA LN

TERRA BELLA LN

ARMITOS DR

CIELO VISTA CT

18.43'

23.3'
11'
18"
18"
18" RCP
RCP
RCP
36"
36"
18"
36"
18"
18"
36"
36"
36"
21"
18"
24"
24"
24"
24"
24"
24"
24"
8'
98'
8'
8'
70'

78.71'
8'
195.45'
188.8' 350.2'
412.44'
406.56'
105.31'
132.69'
198.32'
87'
308.69'
565.61'
C-2837
C-6084
C-6084
C-6084
C-6085
C-6085
C-2836
C-6085
C-2837
C-2838
C-2836
C-6084
C-6084
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
M-7
N-6
O-7
N-8
N-7 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 N-7 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

LOS COYOTES PL

CALLE DIA
264" X 30" C-15209 CD
O
N-7
O-6
P-7
O-8
O-7 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 O-7 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

STACY LN

JEFFREY RD

MISSION OAKS BL

PALOMAR CR

VIA LOMA ST (PVT)

TERRA BELLA CT

CHESTNUT PL

ST (PVT)

UPLAND RD

PALOMAR CR

CLEARWATER DR

LA RAMADA DR

TERRA BELLA LN

SUMMERFIELD ST

OLD RANCH RD

UPLAND RD

SAN ONOFRE DR

CIELO VISTA CT

PALOMAR CR

CIELO VISTA CT

UPLAND RD

CERVATO DR

ARMITOS DR

23.36'

33.88'

29.17'

23.83'

18.63'

23.56'

28.59'

36.42'
24'
70'

18.65'

10.23'

20.86'

16.5'
20'

24.17'

27.75'
165.87'
133.81'

71.59'

52.82'

14.42'
264.91' 27'
37'

26.75'
24'
83'
43'
C-5983
C-14247
C-14243
C-14244
C-14245
C-14244
C-14244
C-14245
C-14246 C-14246
C-14247
C-14247
C-14247
C-14245
C-14245
18"
18"
24"
18"
18"
18"
18"
24"
18"
24"
18"
18"
24"
18"
18"
18"
18"
18"
18"
24"
18"
24"
18"
18"
24"
18"
18"
18"
24"
21"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
36"
24"
24"
24"
24"
42"
42" 42" 42"
42"
42"
42"
48"
42"
42"
48"
42" X 12"
42"
24"
42"
48"
48"
48"
48"
48"
48"
18"
42" X 12"
21"
24"
24"
24"
24"
36"
36"
406.56'

32.01'
123.84'
159.85'
155.3'

34.8'

16.3'

34.59'

44.86'
8'
8'
163.38'
565.61'
339.16'

50.19'
180.15'
292.67'
204.27' 189.51'
140.88'
205.12'
313'
117.62'
135.27'
331.04'
150.84'
35'
8'
139.54'

91.83' 331.57'
170.74'
165.87'

40.1'
C-1998A
C-1998A
C-1998A
C-5582
C-5582
C-5581
C-5581
C-5581
C-2693
C-6083
C-6083
C-6083
C-6083
C-1998A
C-1998A
C-6083 C-6083
C-6083
C-2838
C-6084
C-14243
C-14244 C-14244
C-14244
C-14245
C-14245
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
M-8
N-7
O-8
N-9
N-8 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 N-8 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

ARMITOS DR

UPLAND RD

VISTA ALCEDO

SOLANO DR

VIA MONTECITO

CORTE PINATA

CERVATO DR

AVIANO DR

MORONGO DR

PASEO NOCHE

SOLANO DR

PASEO NOCHE

AVAIANO DR

CALLE DIA

CALLE TANIA
27'
40'

47.58'
32'

65.52'

23.77'

24.45'

71.1'
121.09'
210.21'
132.53'

5.5'

10.15'

39.79'
'
24"
18"
24"
18"
24"
30"
21"
18"
18"
36"
18"
24"
18"
24"
"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
C-3242
C-3242
C-3256
C-2692
42"
60"
24"
24"
36"
36"
42"
42"
42"
42"
36"
36"
60"
72"
24"
36"
36"
36"
48"
48"
48"
54"
54"
60"
24"
172.07'
126.5'
361.38'
244'

5.86'
228'
257.1'
446.55'
499.01'
370.32'
383.01'
373.2'
473.24'
389.33'

43.55'
309.77'

99.04'

36.5'
315.35'
25'
206'
146'
86'
38'

57.41'
C-2692
C-2693
C-2694
C-5983
C-5983
C-3170A
C-3170
C-2693
C-2693
C-3170
C-3170A
C-2694
C-2694
C-2694
C-3170A
C-3170A
C-3170A
C-3242
C-2696
C-2694
C-2695
C-2694
C-3429
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
N-8
O-7
P-8
O-9
O-8 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 O-8 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

SAN RAFAEL WY

TAHOE PL

JOSHUA PL

FIREBIRD CT
LA
RAMADA
DR

SAN ARDO CT

BRANDYWINE CT

FREMONT CR

HERITAGE TR

JOSHUA TR

HERITAGE PL

CLEARWATER DR

SAN RAFEAL AV

SAN ONOFRE DR

OLD RANCH RD

HERITAGE TR

JOSHUA TR

MISSION OAKS BL

FIELDCREST DR

FREMONT CR

VIA LATINA DR

SAN ONOFRE DR

VIA LATINA DR

OLD RANCH
RD

LA SENDA CT

FRAZIER ST

MISSION OAKS BL

FREMONT CR

OLD RANCH RD

PALOMAR CR

OPEN CHANNEL

28.92' 6.92'

44.32'
18'
40'
30' 10'

26.17'

4.25'

9.91'

54.64' 29.73'

11.76'

41.72'

8.35'

42.55'

37.25'
24' 24'
24'
27'
C-1804 C-1804
C-3169
18" 24"
18"
18"
18"
18" 18"
18"
18"
18"
18"
18" 18"
18"
18"
18"
18"
18"
30" 30"
27"
27"

RCP RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
18"
30"
24"
18"
18"
24"
24"
18"
42"
42"
42"
48"
36"
48"
60"
42"
33"
48"
39"
42"
128" X 31"
202" X 40"
12"
292.67'
240.52'
270.83'
224'

42.3'

7.95'

17.67'
271.77'
155.79'
293.76'

24.47'
140.66'

90.03'

79.26'
301.71'
252.74'
381.16'
29'
491'
41'
54'
C-5582
C-3427
C-3427
C-6603
C-3170
C-3170
C-6603
C-3170
C-5583
C-3167
C-3167
C-3169
C-3166
C-3166
C-3167
C-999
C-999
C-999
C-3172
C-3434
SD-07-01
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
ED
ED
DI
O
M-9
N-8
O-9
N-10
N-9 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 N-9 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CALLE TANIA

VIA ALBA

CORTE JUBILO

SAN ONOFRE DR

CERVATO DR

MORONGO DR

ST (PVT)

PASEO NOCHE

CALLE LUMINOSO

CERVATO CT

SAN ONOFRE CT

PUEBLO VISTA

SANTA ROSA RD

VIA MONTECITO

CERVATO DR
PUEBLO
VISTA

QUITO CT

CERVATO DR

UPLAND RD

VIA MONTECITO

CERVATO DR

UPLAND RD

VISTA ALCEDO
VILLAGE 44 (PVT)
VILLAGE 44 (PVT)
VILLAGE 44 (PVT)

CORTE JUBILO

SANTA ROSA RD

SAN RAFAEL WY

OPEN CHANNEL

UPLAND ROAD DRAIN

42.5'

30.54'

22.01'

28.33'

19.33'
114'

30.67'
38'

26.23'

26.22'

31.83'
7'
7'
12'

29.57'
7'
8'
41'
41'
7'
6'
6'
27'
19'
25'

2.5'

13.27'

4.29'

16.04'
104.14'
15'

5.99'
11'
8'
8'
12'

15.96'
5'
18"
18"
27"
24"
18"
18"
18"
24"
18"
18"
24"
12"
12"
12"
18"
18"
18"
24"
18"
18"
18"
18"
18"
18"
24"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
4"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC
PVC
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
C-3256
C-3256
C-2691
C-3429
C-3429
C-10416
C-10416
C-3394
C-10416
C-10416
C-16740
48"
84"
84"
84"
42"
36"
42"
36"
36"
36"
36"
72"
72"
72"
72"
84"
72"
84"
36"
30"
27"
72"
66"
78" 72"
72"
24"
24"
24"
24"
24"
30"
42"
42"
18"
42"
72"
78"
78"
24"
42"
72"
72"
72"
84"
42"
21"
18"
24"
18"
66"
72"
66"
24"
60"
60"
60"
48"
18"
60"
60"
60"
24"
24"
24"
42"
42"
72"
24"
24"
24"
202" X 40"

11.78'

64.29'
36'

47.04'

54.99'
60'
175.46'

80.98'
5'

20.55'

11.62'
348.32'

22.44'
121.77'

83.08'

59.44'

20.68'
167.96'

35.12'

39.71'

38.81'
473.24'
179.08'

94.35'

60.11'

27.89'

90.21'
201.13'
173.95'
284.05'

89.18'
388.66'

65.57'
175.66'
251.15'

75.62'
363.48'
140.33'
257.01'

92.5'
203.98'
305.4'
234.31'

35.99'
231.9'

47.89'
195.52'
115'
159.59'

31.75'
272.67'
297.16'

34.38'

18.18'
149.12'

95.24'
234.33'

62.56'

24.24'

21.28'
210'
318.83'
122.54'
197'
345'
463.41'

37.07'
172.07'
150.51'
66'
12'
C-3152
C-3393
C-3393
C-3393
C-3272C
C-3272C
C-3272C
C-3272C
C-3272C
C-3272C
C-3428
C-2691 C-2691
C-3394
C-3394
C-2691
C-3393
C-3393
C-3393
C-3428
C-3272
C-3272
C-3393
C-3257
C-10394
C-10394
C-2912
C-10394
C-10394
C-10394
C-10395
C-10395
C-10395
C-10395
C-11208
C-11208
C-11208
C-10393
C-10393 C-10416
C-10393
C-2691
C-2912
C-2912
C-3429
C-3152
C-3394
C-3394
C-3393
C-3428
C-3272
C-3272
C-11209
C-10394
C-10395
C-10395
C-10395
C-10395
C-10395
C-10395
C-11208
C-11208
C-11208
C-10393
C-10393
C-2692
C-3429
C-3152
C-10395
C-3393
C-11209 C-3434
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
ED
O
N-9
O-8
P-9
O-10
O-9 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 O-9 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

FRAZIER ST

E CHERRY RIDGE DR

ARABIAN PL

SHASTA PL

CARISSA CT

VIA LATINA DR

SADDLEBACK WY

CALLE BODEGA

VIA LATINA DR (PVT)

OAK CANYON RD

ADOBE WY

SADDLEBACK TR

CAMINO DEL ARBOL

MONTES SA DR (PVT)

SADDLEBACK CR

N BEECH VIEW CR

ST (PVT)

VERDUGO AV

ST (PVT)

OLD RANCH RD

CALLE ARENA

SANTA ROSA RD E WILLOW VIEW DR

SANTA ROSA RD

MISSION OAKS BL

CALLE ARENA
VILLAGE 33 (PVT)

HERITAGE TR

OAK CANYON RD

VIA LATINA DR

SANTA ROSA RD

ANDANTE CT

E HOLLY RIDGE DR

RECODO WY (PVT)

EL LAZO CT (PVT)

E MULLBERRY RIDGE DR

OLD RANCH RD

OLD RANCH RD
VILLAGE 33 (PVT)

CALLE BODEGA

OPEN CHANNEL

SLOTTED DRAIN

SLOTTED DRAIN
33'
32'
32'
34'
98'
37'
14'
14'
30'
68'
34' 49' 51'
40'
13'
24'
5'
61'
21'
13'
15'
10'
30'
15'
35'
70'
210'
61'
75'
53'
19'
9'
8'
C-999
C-999
C-999
C-3820A
C-3820A
C-3820A
C-3820A
C-1000
C-1000A
C-10295
C-10295
C-10295
18"
18"
18"
8"
18" 18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
36"
18"
18"
18"
18"
18"
18"
18"
12"
12"
12"
12"
18"
18"
CMP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
CMP
CMP
CMP
RCP
PVC
PVC
PVC
PVC
RCP
RCP
60" X 36"
24"
18"
18"
18"
18"
30"
30"
30"
27"
24"
42"
42"
48"
48"
18"
27"
27"
27"
42"
27"
66"
18"
18"
18"
18"
18"
18"
66"
66"
66"
66"
36"
36"
24"
24"
24"
24"
24" 24"
24"
18"
18"
30"
24"
24"
42"
42"
42"
78"
60" X 36"
60" X 36"
60" X 36"
60" X 36"
60" X 36"
66" X 96"
66" X 96"
42" 42"
48"
39"
30"
36"
18"
42"
42"
24"
24"
"
450'

63.49'
20'
232'
50'
10'

52.65'

52.65'
118.41'
586.51'

72.6'
10'
101'
85'
125'
10'
5'
166'
75'
57'
185.2'
279'
47'
50'
108.39'
87'

52.58' 50'

42.42'
12'

81.21'
486'
96'
215.62' 15'
33'
250'
19'
27'
112'

53.74'
119.2'

68.45'
187.35'
151.23'
8'
6'
111.91'

76.49' 152.3'
60'
329'
136'
72'
17'
13'

69.77'
234'

31.11'
382'
462'
356' 160'

23.23'
317.5'
317.5'
16'
270'
880'
119'
C-6601
C-2200
C-2200
C-2012
C-1025
C-4625
C-421
C-421
C-421
C-421
C-421
C-421
C-2012 C-2012
C-6602
C-6601
C-2012
C-2012
C-2012
C-1544 C-1025
C-1025
C-1024
C-1024A
C-1024A
C-1024
C-1024A
C-998
C-998
C-1000
C-2012
C-2012
C-1000
C-2012
C-2012
C-1544
C-4625
C-4625A
C-4625A
C-4625A
C-1024A
C-1024
C-1024
C-1024
C-1024
C-1024
C-6602
C-6602
C-6601
C-997
C-997
C-997
C-1000
C-2200
C-2200
C-16126
ED
ED
ED
RCP
RCP
RCP
RCP
CMP
CMP
CMP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
CMP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
RCB
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCP
RCP
RCP
ED
ED
ED
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CD
CD
O
M-10
N-9
O-10
N-11
N-10 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 N-10 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

VILLAGE 35 (PVT)
VILLAGE 38 (PVT)
VILLAGE 42 (PVT)

E LEISURE VILLAGE DR (PVT)
VILLAGE 41 (PVT)
VILLAGE 40 (PVT)
VILLAGE 39 (PVT)
VILLAGE 38 (PVT)
VILLAGE 44 (PVT)
VILLAGE 37 (PVT)
VILLAGE 42 (PVT)
VILLAGE 41 (PVT)
VILLAGE 44 (PVT)

SANTA ROSA RD
VILLAGE 42 (PVT)

ST (PVT)

SANTA ROSA RD
VILLAGE 42 (PVT)

E LEISURE VILLAGE DR (PVT)
VILLAGE 41 (PVT)
VILLAGE 42 (PVT)
VILLAGE 39 (PVT)

ST (PVT)
VILLAGE 42 (PVT)
VILLAGE 40 (PVT)

E LEISURE VILLAGE

DR (PVT)

E LEISURE VILLAGE DR (PVT)

ST (PVT)
VILLAGE 40 (PVT)
VILLAGE 38 (PVT)
VILLAGE 35 (PVT)
VILLAGE 35 (PVT)
VILLAGE 37 (PVT)
VILLAGE 37 (PVT) VILLAGE 38 (PVT)
VILLAGE 4 2 (PVT)
VILLAGE 41 (PVT)
VILLAGE 44 (PVT)

ST (PVT)
VILLAGE 44 (PVT)
VILLAGE 39 (PVT)

SAN RAFAEL WY
Conejo
Creek

23.9'

34.85'

9.23'

2.08'

65.88'

30.39'

18.57'
68'

40.88'

7.6'

41.08'

69.25'

32.59'

40.5'

86.84'

64.17'
57'
14'

25.61'
21'
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
30"
18"
18"
18"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
C-6106B
C-2910
C-2198
C-16128
24"
24"
48"
36"
48" 48"
36"
36"
30"
30"
24"
18"
30"
30"
24"
24"
30"
24"
24"
36"
18"
18"
18"
30"
30"
30"
36"
18"
18"
30"
30"
24"
24"
30"
30"
30"
18"
18"
18"
24"

37.68'

43.02'

90.99'

42.82'

26.45'

62.48'

6.09'

12.99'

5.26'
159.25'
100.25'
10'

16.36'
282.25'
36'

56.5'

86.49'
285.29' 275 3. 5'
278.84'
288.02'

51.58'
338.36'
158.28'
289.4'
206.12'
101.3'

34.31'

51.31'
110.05'
183.93'

79.02'
162.13'

3.24'
215.44'

38.81'

31.9'
312.86'
270'
C-6106B
C-6106B
C-11208
C-11208
C-2576
C-2576
C-11208
C-2576
C-1759
C-1759
C-2575
C-2575
C-2575
C-2575
C-2576
C-2576
C-2577
C-2577
C-2911
C-2911
C-2577
C-2577
C-2577
C-2577
C-2577
C-2198
C-2578
C-2910
C-2199
C-11208
C-11208
C-11208
C-2199
C-11208
C-11208
C-11208
C-2910
C-2578
C-16126
C-16126
C-16126
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
N-10
O-9
P-10
O-11
O-10 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 O-10 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

VILLAGE 25 (PVT)

LEISURE VILLAGE DR (PVT)
VILLAGE 6 (PVT)
VILLAGE 14 (PVT)
VILLAGE 32 (PVT)
VILLAGE 31 (PVT)
VILLAGE 30 (PVT)
VILLAGE 15 (PVT)
VILLAGE 28 (PVT)
VILLAGE 13 (PVT)
VILLAGE 28 (PVT)
VILLAGE 13 (PVT)
VILLAGE 25 (PVT)
VILLAGE 28 (PVT)
VILLAGE 31 (PVT)
VILLAGE 25 (PVT)
VILLAGE 11 (PVT)
VILLAGE 15 (PVT)
VILLAGE 32 (PVT)

CALLE CANON
VILLAGE 29 (PVT)
VILLAGE 31 (PVT)

CALLE BODEGA

CALLE ARENA
VILLAGE 15 (PVT)
VILLAGE 15 (PVT)
VILLAGE 15 (PVT)
VILLAGE 13 (PVT)

E LEISURE VILLAGE DR (PVT)
VILLAGE 25 (PVT)

E LEISURE VILLAGE DR (PVT)
VILLAGE 13 (PVT)
VILLAGE 25 (PVT)
VILLAGE 32 (PVT)
VILLAGE 25 (PVT)
VILLAGE 11 (PVT)

MOUNTAIN VIEW DR (PVT)
VILLAGE 30 (PVT)

W LEISURE VILLAGE DR (PVT)
VILLAGE 29 (PVT)
VILLAGE 31 (PVT)

SANTA ROSA RD
VILLAGE 11 (PVT)
VILLAGE 23 (PVT)

CARISSA CT
Conejo
Creek

MISSION OAKS DRAIN

65.42' 115.61'

27.42'
111.4'

94.28'
33'

18.22'

22.03'

18.62'
57'
46'
57'
94'
146'
132'
42'
C-1322
C-1322
C-2197
C-10294
C-10295
C-10295
24" 24"
18"
24"
24"
18"
24"
24"
24"
24"
24"
30"
12"
12"
12"
12"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
PVC

PVC PVC
48"
48"
18"
60"
60"
36"
36"
18"
18"
48"
72"
72"
24"
72"
24"
30"
42"
42"
48"
60"
30"
48"
48"
42"
42"
48"
42"
42"
72 7
"
2"
72 7
"
2"
78"
78"
48"
18"
18"
72"
72"
78"
42"
78"
30"
78"
20'
342.67'
382'
214.03'
119.75'

51.32'
316.54'
332.13'
122.91'
170.77'

88.25'

52.03'
260.62'
247.24'
247.24'

66.05'
247.24'

57.52'
227.74'
307.59'
307.59'
349.22'
325.71'
135.73'

24.78'
128.13'

65.42'

77.84'
317.5'
317.5'
322.6'
322.6'
590.89'
590.89'
341.83'

12.71'
202.42'
110.27'
133.41' 590.89'
322.6'
449.97'
259.69'
880'
208'
163'
C-613
C-613
C-619
C-617
C-617
C-618
C-618
C-619
C-619
C-612
C-1495
C-1495
C-2196
C-1495
C-2196
C-618
C-2200
C-1543
C-2013
C-2196
C-2196 C-1495
C-1496
C-1543
C-1496
C-1543
C-1321
C-612
C-617
C-618
C-613
C-618
C-618
C-2200
C-1496
C-1496
C-1495
C-1495
C-1544
FLD_CHK
FLD_CHK
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RC
R
P
CP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CD
RCP
CD
CD
CD
CD
O
M-11
N-10
O-11
N-12
N-11 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 N-11 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

VILLAGE 33 (PVT)
VILLAGE 34 (PVT) E LEISURE VILLAGE DR (PVT)
VILLAGE 34 (PVT)
VILLAGE 34 (PVT)
Conejo
Creek

88.16'
138.42'

72.87'
109.29'
57'

86.84'
42"
18"
12"
18"
30"
18"
RCP
RCP
RCP
RCP
RCP
RCP
C-2201
C-2197
C-2198
C-2201
18"
42"
42" 42"
42"
42"
42"
109.31'
290.55'

48.14'
290.55'

48.14'
307.59'
307.59'
C-2197
C-2199
C-2200
C-2200
C-2199
C-2200
RCP
RCP

RCP RCP
RCP
RCP
RCP
O
N-11
O-10
P-11
O-12
O-11 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 O-11 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

VILLAGE 26 (PVT)
VILLAGE 19 (PVT)
VILLAGE 24 (PVT)
VILLAGE 17 (PVT)
VILLAGE 20 (PVT)
VILLAGE 20 (PVT)
VILLAGE 23 (PVT)
VILLAGE 24 (PVT) VILLAGE 23 (PVT)
VILLAGE 24 (PVT)
VILLAGE 17 (PVT)
VILLAGE 20 (PVT)

MOUNTAIN VIEW DR (PVT)
VILLAGE 17 (PVT)
VI
LLAGE
22 (PVT)
VILLAGE 20 (PVT)

MOUNTAIN VIEW DR (PVT)
VILLAGE 19 (PVT) VILLAGE 22 (PVT)
VILLAGE 26 (PVT)
Conejo
Creek
57'
33'
145.26'
33'

99.26'
41'
C-1577
C-1821
C-1821
18"
24"
24"
24"
18"
36"
RCP
RCP
RCP
RCP
RCP
RCP
36" 36"
36"
24"
24" 24"
24"
24"
18"
72"
30"
30"
30"
48"
24"
36"
506.12'
128.01' 155.76'
110.7'

34.37'

59.18' 83.22'
131.41'
249.5'
297.5'
294.78'
342.67'

85.96'

67.14'
290
.53'
3 6
3 .
5 4
'
C-1576
C-1576
C-1576
C-1577
C-1577
C-612
C-1321
C-1321
C-1321
C
-
1 8
2 2
C-1820
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
M-12
N-11
O-12
N-13
N-12 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 N-12 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

O
N-12
O-11
P-12
O-13
O-12 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 O-12 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CALLEGUAS RD

ADOLFO RD
CA
LLE
PAMARO
Conejo
Creek

DETENTION
PIPES

NORTH FORK OAK GROVE CHANNEL

OAK GROVE CHANNEL
20'
17'
18"
18" 36"
RCP
RCP
36"
24"
24 "
36"
36"
24"
198.55'
170'
45'
279
'

44.78'
363 5. 4'
C-4751
C-4751
Y-3-2599
C-4753
Y-3-2599
C-1822
RCP
RCP
RCP
RCP
RCP
RCP
ED
RCP
ED
ED
O
M-13
N-12
O-13
N-14
N-13 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 N-13 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

ED
O
N-13
O-12
P-13
O-14
O-13 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 O-13 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CAMARILLO SPRINGS RD

VENTURA FW

E CAMARILLO SPRINGS RD

VENTURA FW

CALLEGUAS RD

RIDGE VIEW ST

39.59'

47.55'

73.65'
265.02'
165.9'
143.6'

32.25'
4' 84.43'
2'
40'
50'
20' 4'
C-12569
C-12569
C-12568
C-12568
C-6315
Cal-Trans_CamSprings_DR-8 Cal-Trans_CamSprings_DR-8
12"
12"
24"
18"
12"
15"
18"
24" 12"
24"
18"
18"
18" 18"
RCP
RCP
RCP
HDPE
HDPE
HDPE
RCP

HDPE RCP
CMP
AC
AC
AC AC
24"
24"
24"
24"
24"
24" 42"
24"
24"
24"
18"
18"
24"
30"
30"
24"
174.49'

35.27'
101.95'
93'
90'
108.25' 110.95'

96.42'
52'
84'
28'
4'

86.5'
12'
16'
C-7028
C-7028
C-7028
C-6310
C-6311
C-6315 C-7028
Cal-Trans_CamSprings_DR-8
Cal-Trans_CamSprings_DR-8
Cal-Trans_CamSprings_DR-8

RCP RCP
RCP
RCP
RCP

RCP RCP
CMP
CMP
CMP
CMP
CMP
CMP
CMP
CMP
CMP
ED
O
M-14
N-13
O-14
N-15
N-14 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 N-14 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

E CAMARILLO SPRINGS RD

E CAMARILLO SPRINGS RD ED
O
N-14
O-13
P-14
O-15
O-14 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 O-14 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CHRISTINA AV (PVT)

ADOHR LN (PVT)

SAN DIMAS AV (PVT)

DELGADA AV (PVT)

VIA ROTA (PVT)

CALLE AGRADO (PVT)

ST (PVT)

V AI MONTANEZ (PVT)

ST (PVT)

VIA MONTANEZ (PVT)

ST (PVT)

ADOHR LN (PVT)

ST (PVT)

IRENA AV (PVT)

ST (PVT)

LADA AV (PVT)
RIDGE
VIEW
ST

CAMARILLO SPRINGS RD (PVT)

IRENAAV (PVT)

PASEO ENCANTADA (PVT) ST (PVT)

ST (PVT)

GITANA AV (PVT)

ISABEL AV (PVT)

GITANA AV (PVT)

CAMARILLO SPRINGS RD

VENTURA FW

CALLE CATALUNA
CALLE

CATALUNA

OPEN CHANNEL

STORMWATER TREATMENT

CHAMBER

41.64'

22.22'
17'
17'

70.1'
35'
40'
50'
12'
18'

34.25'
6'
24'
16'
20'
16'

13.78'

15.3'

6.35'
27'
12'
18'
18'
27'
10'
66'

44.6'

23.33'

23.33'
125'
26'

18.9'

50.78'
10'

84.43'

32.56'

35.91'
12'

34.8'
246.2'
143.6' 103.8'
130.1'

59.5'

7.04'
C-7028
C-5431
C-6239
C-5431
C-12568
C-12568
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
12"
18"
15"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
12"
15"
18"
15"
12"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
HDPE

HDPE HDPE
HDPE
HDPE
HDPE
12"
24"
24"
24"
24"
24"
24"
30"
18"
18"
18"
30"
30"
120" X 84"
18"
12"
12"
12"
12"
42"
42"
30"
18"
27"
27"
21"
18"
27"
27"
42"
18"
18"
18"
18"
18"
18"
18"
18"
18"
21"
21"
21"
21"
21"
21"
27"
27"
27"
18"
18"
30"
18"
18"
18"
18"
18"
24"
30"
48"
36"
48"
36"
36"
36"
36"
36"
36"
36"
18"
24"
24"
108" X 84"
108" X 84"
108" X 84" 120" X 84"
224" X 54"
224" X 54"
224" X 54"
42"
36"
24"
120" X 84"
120" X 84"
42"
24"
24"
42' 123.4'

4.6'
26'
23'
166.85'

19.72'

35.08'
110.95'
246.14'
82'
120'
68'

85.3'
133'

78.02'

44.95'
121.59'

58.12'
112'

91.93'

93.36'
136'

37.97'
101.81'
318.29'

50.58'

19.5'
348.31'
230.07'

47.46'
142.61'
1 5 2.95'
90'
129.18'
177.02'

72.95'
67'
10'

17.88'
74'
33'

41.23'
234.96'

93.22'

10.46'
140.27' 35.52'
165.41'
68'

24.31'
151.43'

47.52'

23.5'
1 62.7'
276.49'
190.94'
190.5'

69.77'
258.89'
126.23'

54.84'

70.13'
61'
114.02'

92.62'

99.97'
64'
149.22'

41.58'

88.04'
21'
180.82'
56'

65.19'
170.1'

33.45'

44.57'

52.07'

54.54'

31.46'
108.25'
135.43'

9.45'
C-4053
C-4054
C-4054
C-4054
C-4054
C-7510A
C-6235
C-6235
C-6239
C-7510A
C-7510A
C-7510A
C-7510A
C-7510A
C-6235
C-6239
C-4877F
C-4877F
C-6235
C-6235
C-6235
C-6235
C-6235
C-6239
C-6239
C-4877E
C-4877E
C-4859
C-4859 C-4859
C-4859
C-4859
C-4859
C-4859
C-7028
C-4877F
C-4877F
C-4877F
C-4877F
C-4877F
C-5429
C-5429
C-5430
C-4877F
C-6315
C-5949
C-5949
C-5949
C-5949
C-5948
C-5948
C-5948
C-5948
C-4877F
C-4862
C-4862
C-5429
C-5429
C-5429
C-4877F
C-5429
C-5431
C-5431
C-4877E
C-5430
C-5430
C-5430
C-5430
C-5430
C-7028
C-7028
C-4053
C-4053
C-4053
C-4053
C-4053
C-297
C-297
C-6315
C-13289
RCP
RCP
HDPE
HDPE
HDPE
HDPE
HDPE
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCB OPEN CHANNEL

RCB RCB
RCB
CONC
CONC
CONC
RCP
RCP
RCP
RCB
RCB
RCP
RCB
RCP
RCP
O
M-15
N-14
O-15
N-16
N-15 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 N-15 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

BELLEZA ST (PVT)

LADA AV (PVT)

FINO AV (PVT)

PAQUITA ST (PVT)

BELLEZA

ST (PVT)

VENTURA FW

E CAMARILLO SPRINGS RD
ITAMO

ST (PVT)

40.75'

30.83'
136.43'
18"
27"
27"
RCP
RCP
RCP
C-5104
C-5104
30"
30"
24" 24"
24"
30"
27"
27"
27"
27"
18"
21"
25'
17'

96.35'

59.75'
223.05'
123.27' 124.82'
151.52'
306.18'
365.15'
246.14'
4'
C-5102
C-5102
C-5102 C-5102
C-5102
C-5102
C-5103
C-5103
C-5103
C-6239
C-4862
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
N-15
O-14
P-15
O-16
O-15 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 O-15 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

SAN COMO CT (PVT)

GITANA AV (PVT)

SAN COMO
LN
(PVT)

CAMARILLO SPRINGS RD (PVT)

CHRISTINA AV (PVT)

66.8'

63.63'

14.74'
18"
18"
18" RCP
RCP
RCP
48"
60"
60"
36"
36" 36"
36"
36"
36"
36"
36"
60"
36"
60"
48"
36"
36"
36"
36"
48"
48"
48"
36"
48"
60"
20'
10'

91.01'

37.77'
24'

79.72'
177.08'

48.72'
101.89'

18.75'

29.58'
30' 76.8'

45.93'

74.44'
201.12'
171.91'

25.11'
20'

22.06'

28.38'

77.74'

49.81'

17.75'
10'
C-4861
C-4861
C-4861
C-4861
C-4860
C-4860
C-4860
C-4054
C-4054 C-4054
C-4054
C-4054
C-4053
C-4053
C-4860
C-4861
C-4860
C-4053
C-4860
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP

RCP RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
O
M-16
N-15
O-16
N-16 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 N-16 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

ITAMO ST (PVT)

SAN COMO LN (PVT)

LADA AV (PVT)

OPEN CHANNEL
21'

11.95'

20.5'

6.24'

3.2'
21'
21'
21'
18"
18"
18"
18"
18"
18"
18"
18"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
30"
30"
48"
30"
21"
21"
24"
48"
33"
200" X 72"
30"
48"
30"
18"
48"
18"
27"
30"
200" X 72"
96" X 72"
96" X 72"

54.75'

85.67'

15.1'
110'
125.69'

19.82'
42'

37.6'

31.07'

50.91'
191.83'
217.21'
10'

9.91'
15'
365.15'

45.1'

47.25'
50'

56.5'
10'
C-4863
C-4863
C-4863
C-5102
C-5103
C-5103
C-4863
C-4863
C-4863
C-4859
C-4863
C-4863
C-4861
C-4863
C-4863
C-5103
C-4859
C-4859
C-4859
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB

RCB OPEN CHANNEL
RCB
O
N-16
O-15
P-16
O-16 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 O-16 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

EL REPOSA DR

CAMINO LAS RAMBLAS

LOS COYOTES PL
C-15209
6" PVC
24"
24"
24"
264" X 30"
374.62'
202'
215.2'
C-9933
C-9933
C-9933
C-15209
C-15209
RCP
RCP
RCP
CD
CD
O
O-7
P-8
P-7 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 P-7 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

O
P-7
Q-8
Q-7 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 Q-7 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

CALLE DIA

QUITO CT

CAMINO LAS RAMBLAS
LOS

COYOTES PL

SANTA ROSA RD

CALLE DIA

VISTA ALCEDO

QUITO WY

QUITO CT

CORTE PINATA

TUSCAN GROVE PL

CAMROSA
DRAIN

HILLTOP LANE DRAIN
25'

69.07'
40'
59'

9.02'

23.58'
156.1'

37.15'
6'
30'

5.34'

24.34'

16.34'

16.34'
3'

43.77'

40.85' 6.3'
9'
14'
14'
14'

70.15'
28'
106.66'
C-4133G
C-9932
C-5992
C-5992
C-5992
C-13536
C-13536
C-9328
36"
36"
24"
24"
18"
18"
24"
18"
24"
24"
24"
24"
24"
24"
24"
24"
30"
24" 999"
18"
24"
24"
24"
18"
18"
15"
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
PVC
18"
36"
36"
42"
42"
42"
36"
30"
36"
36"
36"
30"
66"
66"
66"
66"
72" X 72"
72" X 72"
42"
36"
72" X 60"
84"
36"
30"
42" 42"
36" 36"
36"
72" X 60"
66"
66"
42"
72" X 60"
72" X 60"
18"
24"
24"
24" 72" X 60"
30"
10'

6.95'

4.4'
385.45'
260.52'
414.22'
362'

13.93'
212.43'

23.68'

30.67'

53.32'

46.22'

73.82'

62.73'
131.14'
50'
125'
242.34'

77.34'
90'
242'
12'
79'
51'
383.73'

53.74'
33'

25.62'
57'

30.67' 30.67'

34.01'

48.46'

12.18'
20'

62.18'
162.84'

38.69'
154'
C-5235
C-5236
C-5235
C-9931A
C-9931A
C-9931A
C-9932
C-9933
C-9932
C-9932
C-9932
C-9932
Y-3-3756
Y-3-3756
Y-3-3756
Y-3-3756
Y-3-3756
Y-3-3756
Y-3-3756
Y-3-3756
C-9931A
C-5235
C-9329
Y-3-3756
C-5236
C-9932
Y-3-3756
Y-3-3756
Y-3-3756
C-13536
C-13536
C-9328
C-9329
C-13536
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCB
RCP
RCP
RCB
CONC
RCP
RCP
RCP

RCP RCP
RCP
RCB
RCP
RCP
RCP
RCB
RCB
RCP
RCP
RCP
RCB
RCP
ED
O
O-8
P-7
P-9
P-8 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 P-8 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

O
P-8
Q-7
Q-9
Q-8 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 Q-8 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

SANTA ROSA RD

QUITO WY

SANTA ROSA RD

VISTA ALCEDO

MORONGO DR
Conejo
Creek

26.44'

47.01'
28'
27'

54.41'

48.2'

84.13'
10'
106.66'
C-4133G
C-4133G
C-9328
21"
36"
36"
36"
21"
24"
24"
18"
15"
RCP
CI
RCP
RCP
RCP
CI
RCP
RCP
PVC
48"
36"
36"
48"
36" 54"
18"
18"
36" X 96"
36"
18"
36" X 96"
48"
24" 72" X 60"
36"
"
150.51'

79.93'

61.89'
240.17'
113.88' 199.69'
322.14'

25.5'

25.5'
52'
233.66'

28.5'
47'

38.69' 362' '
C-3152
C-5234
C-5234
C-5234 C-5234
C-3272A
C-4133G
C-3152
C-4133F
C-3152
C-3152
C-9328 C-9329
C-5235
FLD_CHK
CI
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCB
RCP
RCP
RCB
RCP

RCP RCB
RCP
CD
O
O-9
P-8
P-10
P-9 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 P-9 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

SANTA ROSA RD

SANTA ROSA RD
Conejo
Cree
k
O
P-9
Q-8
Q-9 STORM DRAIN MAP CITY OF CAMARILLO JUNE 2021 Q-9 SCALE: 1" = 200'

NOT FOR CONSTRUCTION

Camarillo City CouncilJune 12, 2024

Camarillo City Council
June 12, 2024