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exceed 2 weeks. After this time period, or earlier if so, determined by the Director of Public Works, the unsuitable material shall be treated in accordance with SPPWC Subsection 300-2.2, Unsuitable Material. The Contractor will be allowed non-working days for such work in accordance with Section 6.03, FGR “Time of Completion”. An extension of time for such work will be granted in accordance with Subsection 6.03 of the general conditions.
The last sentence of the first paragraph of Subsection 301-1.3 of the SPPWC Standard Specifications is deleted and replaced by the following: When base is to be placed on the subgrade material, the top 6 inches (150mm) of such sub-grade material shall be compacted to a relative compaction of 95 percent.
Payment
Payment for the preparation of sub-grade shall be included in the Construction/Improvements unit price set forth in the bidding schedule and no additional compensation will be allowed.
13. SCE STRUCTURES & CONDUIT SLURRY BACKFILL
General
Concrete slurry backfill, as required, slurry shall be constructed in conformity with the SCE plans and specifications. Slurry backfill for use in work constructed under this section shall conform to the requirements of Section 201-1 of the SPPWC Standard Specification.
Payment
Full compensation for SCE slurry backfill will be made in conformance with the terms of the Contract and shall be included in the Construction/Improvements unit price set forth in the bidding schedule and no additional compensation will be allowed.
14. STRUCTURES
Vaults
1. Vaults that have acceptable precast counterparts are shown on the working drawings (List of Materials [LOM]) by item number and the types of vaults approved for each item number are listed on Table VA 400–1 (Sheet 2). Other vaults are listed by drawing number. Unless otherwise noted on the working
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drawings, any of the structures covered by a particular item number are acceptable.
2. All vault installations will be watertight. Standard manhole cover/frame size is 30 inches. Manhole cover is to be cast-iron for traffic loading, and RPM for parkway loading. Manhole entry covers will be bolted closed and any lift holes sealed. All 4' x 5' vault covers must be 8-inches thick. Vault covers must be replaceable without removal of vault necks.
3. Vaults will be manufactured and installed to the requirements as set forth in GI 030.
4. Each vault will include accessories and facilities as required in poured vaults. (Some small construction variations have been allowed the precast concrete manufacturers.)
5. Vaults will be placed on a 6-inch (minimum) thickness of mechanically compacted crushed aggregate base (3/4" maximum).
6. Maximum placement depth is 4 feet, measured from grade to top outside surface of vault and under conditions assumed in GI 030. Contact Division Underground Planning Supervisor if greater depth is required.
Handholes and Pull Boxes
Company approval is required for specifications of installations involving any underground structures other than service conduits and pull boxes. Such specification must comply with all applicable codes, laws, ordinances, and similar regulations.
Company approval is required in advance of construction for the locations and types of structures installed for Company use.
In Certain cases, Company inspection will be required during installation of structures for Company use. Consult the local Service Planning Office to ascertain if inspection is required. Notice must be given 48 hours prior to construction to obtain the inspection.
These inspections may not negate the requirements of the local building and safety department for inspection of the facilities being installed.
All installations on the customer’s premises are made by the customer. Installations of service conduit and its appurtenant structures for service from an overhead line source, both on and off the customer’s premises, are made by the customer, under the conditions specified for Section 6.0.
See attached exhibits and Data Sheets for the following:
• SCE Electrical Service Requirements – Underground Service Connections 0-600 V
o Figure 3-23: Handholes, Pull Boxes, and Manholes
o Table 3—6: Handhole, Pull Box, and Manhole Applications and Sizes
Issued for Bid – 04/07/2025
Payment
Payment for electric and communication utility structure installation shall be included in the Construction/Improvements unit price set forth in the bidding schedule and no additional compensation will be allowed.
15. COMMUNICATION
For communication infrastructure and communication trench alignment, Contractor to adhere to the communication provider drawings and technical specifications specified and as shown for every communication provider. The communication infrastructure and communication alignment as shown on the City of Rolling Hills 20B (Ampirical) drawings should be used as supplemental only. Refer to the communication drawings and specifications provided.
See attached exhibits and Data Sheets for the following:
• FEMA Environmental RECs
• RHCA Trenching Requirements
• Southern California Edison Drawings
• Cox Communications Drawings
• Frontier Communications Drawings
• Crown Castle Communications Drawings
• OSV Optimu Super Vent Pedestal (OSV2436, OSV2442)
• Signature Pedestal Housing (SPH1420)
• Grade Level Box Bulk 3 Series
• Grade Level Box Bulk 9 Series
Payment
Payment for communication utility installation shall be included in the Construction/Improvements unit price set forth in the bidding schedule and no additional compensation will be allowed.
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16. UNDERGROUND CONDUIT CONSTRUCTION
Trenches
1. For trenches longer than 200’ or larger than 1,000 square feet, a licensed soils engineer shall be present to monitor the native or imported backfill operation and test for compaction at 100’ or 200 square foot maximum intervals.
2. In areas not in existing roadway, backfill shall be compacted to a relative compaction of 90%
3. Excavated material not approved for use in trench backfill shall be removed from job site unless otherwise used in the work.
4. Where wet, unstable or running soil is encountered, solid sheathing is required for all vertical trench walls.
5. All shoring shall be designed by a civil engineer or a representative approved by the City in accordance with standards and engineering requirements.
6. Visible surface: Cracks shall be sealed and a type 2 slurry seal coating with 2% latex shall be applied from lane line to lane line for longitudinal trenches greater than 200’ in length for any lane affected.
Methodology
1. At the end of each workday, any trench in an arterial road shall be covered by non- skid steel plates or be paved with temporary or permanent pavement flush with adjacent pavement surfaces. Secured in place, ramped with AC and not used for more than 48 consecutive hours on the same segment or trench. “Plate Ahead’ signs shall be properly installed when plates are in use. Other city streets may have lesser requirements and will be considered on a case-by-case basis.
2. All traffic lanes shall be cleaned and restored for use immediately upon placement of temporary AC pavement, trench plates and/or final AC pavement.
3. All traffic striping and/or marking(s) removed or damaged during construction shall be replaced in kind as directed.
4. Traffic control shall be per Contractors “construction traffic control procedures on city streets” as submitted to and approved by the RHCA.
5. A collection device shall be used to collect sediments generated during the sawcutting operation.
6. All pavement removals shall use straight light sawcuts a minimum of 1.5” deep.
M: road standards/trench backfill and pavement repair specifications – updated 2019-02-21
Trench Excavation
1. Excavation will be fully protected against hazard to the public and will be braced to prevent caving. Proper protective measures will be used where excessive caving is encountered or where protection is required for adjacent structures or roads. The requirements of the California State Construction Safety Orders and OSHA will be complied with.
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2. Contractor will provide walkways and/or roadways around and over excavations to safely accommodate traffic, both along streets and into adjacent buildings.
Such structures will conform with existing local regulations.
3. Trench subgrades will be brought to a uniform grade. Subgrade of spongy, unstable, or other unsuitable material will be removed and replaced with suitable bedding material.
4. Where rocks are encountered during excavation, they will be removed to 0.6 inches below the trench bottom and the conduit structure laid on a bed of compacted sand.
5. Special care will be taken to prevent damage to existing buried structures and facilities. Contractors will assume responsibility for proper notification and restitution to interested parties in the event of damage to existing structures.
6. Excess Material - It shall be Contractor's responsibility to remove and dispose of all excess material resulting from earthwork operations, including excavation material of any character that is not suitable for use in fill or backfill. Unless otherwise approved by the City or their designated representative, such material shall be removed from the work site immediately after completion of work causing the surplus material.
7. The Contractor shall make his own arrangements for a disposal site, but in no instance shall any material be wasted or dumped in any area until permission of the owner of the property has been secured in writing, and a copy of the permit has been furnished to the Engineer. The cost of disposal of excess or waste material shall be borne by the Contractor.
8. The Contractor shall provide and maintain, at the construction site, ample means and devices with which to remove and properly dispose of all water entering the excavation.
9. Diversion of surface water from the excavation site shall be the responsibility of the Contractor, and no separate compensation will be allowed for the removal of surface water from the excavation site.
Maximum and Minimum Trench Width
1. Banks of open-cut trenches shall be kept as vertically as possible and, where necessary in order to maintain the banks vertically, the trench shall be properly sheeted and braced. For trenches exceeding a depth of four (4) feet, the sides of the trench shall be cut back at a slope of 1:1 or properly supported with an adequate trench shoring system. Trenches shall not be less than twelve (12") inches or more than twenty (20") inches wider than the outside diameter of the pipe to be laid therein, measured at the tips of the pipe, and shall be excavated true to line so that a clear space, not less than six (6") inches or more than ten (10") inches in width is provided on each side of the pipe in place.
2. In the event shoring is required, the width of the trench may be increased by a maximum of twelve (12”) inches to accommodate the sheeting. Bell holes, if applicable, shall be excavated to ensure pipe barrel resting for its entire length upon the bottom of the trench on undisturbed soil, thoroughly compacted backfill, or gravel bedding.
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Installation of Pipe: Bedding
1. Bedding should be installed to the specifications detailed in SPPWC Standard Specifications for Public Works Construction.
2. The material excavated from the storm drain trench may be suitable as backfill, upon approval by the City, SCE, or designated representative.
3. Where the pipe is to be laid per SCE plans, the Contractor shall take special care to compact the subgrade and prepare the trench zone for slurry backfill to within one foot of the finished surface.
4. A minimum six (6") inch thick layer of sand shall be placed under the pipe and extend to at least twelve (12") inches above the top of the pipes. The sand material shall have a sand equivalent of 35 or greater. The trench bottom shall be graded to provide a smooth, straight, firm and stable foundation at every point throughout the length of the pipe. At each joint in the pipe, the bottom of the trench shall be recessed in such a manner as to relieve the joint from all load and to ensure continuous bearing along the pipe barrel. The recess shall also be large enough to prevent foreign material from entering the pipe. If any trench, through the neglect of the Contractor, is excavated below the grade required by the Plans and these specifications, it shall be refilled to grade with additional bedding. The excess excavation and the additional bedding shall be at the Contractors expense.
5. It is possible that soft, spongy, or unstable material will be encountered at pipeline grade and that this material will not support the pipe or other indicated construction properly. The Contractor shall remove said unsatisfactory material to an over-depth and width as ordered by the Engineer. The Contractor shall be paid on a cost per cubic yard basis as provided in the Standard Specifications.
Said cost shall include the cost for specific bedding material as required by the Engineer to replace the over-excavated material.
6. Should over-excavation of soft, spongy, or unstable trench bottom material be the result of the Contractor’s failure to remove groundwater in a timely and continuous manner or failure to divert surface water flow away from the excavation site, the Contractor shall be required to over-excavate and reestablish the trench bottom line and grade at his own cost per this technical specification.
Conduit Installation Standards
The following standards cover the methods to be used in performing the work essential to the installation of conduits for the Southern California Edison Company. Reference to Company herein will be interpreted as the Southern California Edison Company, and reference to Contractor will be interpreted as the organization or party performing the specified construction.
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Conduit
1. Conduit will consist of one of the types specified in CD 110 or a Company approved equal. In known water or subsidence areas, semi-rigid plastic conduit will be used.
2. All rigid conduit will be carefully aligned and laid to a uniform grade as specified on the plan or profile of working drawings. A slight degree of snaking will be permitted with flexible and semirigid plastic conduit.
3. A minimum conduit coverage of 30 inches will be maintained unless otherwise specified.
4. When conduit is located in streets drained by gutters, cover is to be determined from flow line of gutter.
5. No conduit will be installed that is cracked, damaged, or contains any roughness that would injure the cable jacket.
6. All questionable conduit to be installed will be tested for passage of mandrel prior to installation. Any conduit not permitting passage of mandrel will be rejected.
7. All conduit banks requiring concrete encasement will be adequately held in place to prevent floating during installation. Edison inspectors will approve conduit construction prior to placing concrete.
8. General
a. All joints on semirigid plastic and rigid PVC conduits will be made with solvent cement in accordance with manufacturer’s
recommendations and CD 112. A watertight seal is required at all joints.
b. When directional boring, a locking watertight joint may be used and does not require solvent cement. Joint will be made per manufacturing installation instructions.
c. Conduit supplier is to provide up-to-date joining instructions with conduit delivery.
d. Edison inspector is to verify type and date of solvent cement prior to application of semirigid plastic and rigid PVC conduit.
Conduit Entrances, Terminations, and Connections
1. Conduit will be terminated in substructures as follows:
a. Flush with face of recesses including reduced conduit sizes with cast in terminators, CD 142;
b. With end bells if terminated other than in a recess CD 134 (Exception: Floorless structures.);
c. End bells may be omitted on conduit connecting substructures less than 10 feet apart.
2. Metal conduit will be terminated in substructures with galvanized conduit bushings unless otherwise specified.
3. Care must be taken to maintain roundness of conduit at terminations.
4. Grout conduit at outside wall. Encase per CD 112.
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5. Edison inspector is to be present during installation of all conduit entrances and terminations.
6. All terminations will be in end walls of structures. Side wall terminations and core drilling are not permitted except where no alternative exists and with SCE approval.
Mechanical Protection
1. Concrete encasement or semi-encasement, as specified, is required on all rigid and semirigid conduit (except Hot Dip Galvanized [HDG] and schedule 80 PVC). Encasement will be per CD 120. DB-type conduit with no encasement may be installed only where specified on the working drawings. Extreme care must be taken to prevent conduit collapse when installing DB and EB type conduit.
2. Conduits
a. Full concrete encasement, when specified, will have a minimum concrete coverage of three inches on top, bottom, and sides of the conduit.
b. Concrete semi-encasement, when specified, will have a minimum of concrete coverage of three inches on top and sides of the conduit.
3. No concrete cap or encasement of any type will be poured without prior notice to the Company Inspector.
4. Concrete for conduit bank protection may have the following minimum proportions:
a. Water content sufficient to give a minimum slump of two inches and maximum of four inches;
b. Aggregate content of a maximum of 40 percent sand by weight and a coarse aggregate of 3/8-inch maximum size;
c. Cement content will be a minimum of 190 pounds per cubic yard.; d. Compaction may be by any suitable means that assures elimination of voids and does not damage the conduit;
e. Water reducing admixture ASTMC494 Type A will be used to increase the workability of the concrete. Admixtures with calcium chloride are not acceptable. Admixtures will be applied per manufacturer recommendations.;
f. Artificial color is not required.
Conduit Bedding / Backfill
1. Bedding will be defined as that material supporting, surrounding, and extending to one foot (305 mm) above the facility.
2. Where mechanical protection is not used, bedding material will be clean sand, pea gravel, or native free-draining granular material having a sand equivalent of not less than 30 or having a coefficient of permeability greater than 1.4 inches/hour.1/ Clean sand may be jetted where permitted.
3. Where concrete protection of conduit is used, six inches of well-dampened earth will be placed over concrete protection in the trench two hours after
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the concrete is poured. Backfilling of the trench excavation may then be completed.
4. Backfill will be considered as starting one foot (305 mm) above the pipe or conduit, or at the top of concrete bedding over the pipe or conduit. All material below this point will be considered bedding.
5. Rocks greater than six inches (152 mm) in any dimension will not be permitted in backfill placed between one foot (305 mm) above the top of any pipe or conduit and one foot (305 mm) below pavement subgrade.
6. Rocks greater than two and one-half inches (64 mm) in any dimension will not be permitted in backfill placed within one foot (305 mm) of the pavement subgrade.
7. The native material obtained from project excavations may be used as backfill provided that all organic material, rubbish, debris, and other objectionable material are first removed. Backfill soil will be approved by the governing agency.
8. Mechanically Compacted Backfill
a. Backfill will be mechanically compacted by means of tamping rollers, vibrating rollers, stompers (impact-type pavement breakers), wackers, or other hand-held mechanical tampers.
b. Prior to mechanically compacting backfill, determine proper moisture content of soil. Optimum moisture in all soil types is desirable for obtaining required compaction.
c. Material for mechanically compacted backfill will be placed in horizontal layers of thickness or lifts, which, prior to compaction, will not exceed the thickness specified below for the various types of equipment.
i. Hand-directed mechanical tampers and walk-behind
vibratory plates — maximum uncompacted lift thickness of four inches (102 mm).
ii. Rolling equipment, including sheepsfoot (both vibratory and nonvibratory), grid, smooth-wheel (nonvibratory), pneumatictired and segmented wheels — maximum uncompacted lift thickness of one foot (305 mm).
iii. Impact, free-fall, or stomping equipment — maximum uncompacted lift thickness of three feet (914 mm).
d. Mechanically compacted backfill will be moistened or dried as necessary to obtain optimum moisture level (plus or minus two percent). Each layer will be evenly spread and compacted until the specified relative compaction has been attained.
e. Method of measuring relative compaction and any test requirements will be in accordance with agency permit
requirements.
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Backfill and Densification
1. Backfill shall be placed as specified in Subsection 306-1.3.2 or 306-1.3.3 of the SPPWC Standard Specifications, and compaction requirements shall be in accordance with the following:
2. The remaining portion of the trench from the top of the bedding material to the subgrade shall be backfilled, compacted, and/or consolidated by approved methods to obtain relative density of ninety five percent (95%).
3. The entire trench backfill and all transverse trench operations on streets shall be backfilled with a sand-cement slurry mix comprised of 100 lb. of cement per cubic yard to sand in compliance with SCE plan specifications. Sand shall conform to "Grading E" of Section 201-1.3.2 of the SPPWC Standard Specifications.
4. In backfilling under streets, there shall be no flooding of the trench within the upper four (4’) feet.
5. Sand Slurry Backfill - All trenches 10 inches or less in width and other trenches when directed by SCE or as required by agency permit and as required elsewhere in this specification will be backfilled using sand slurry with a minimum one sack per cubic yard of cement.5/ California Department of Transportation jobs requiring sand slurry backfill will have minimum 1-1/2 sacks per cubic yard of cement.
6. Base material will be reconstructed to the same dimensions (thickness, and so forth) and with the same or equivalent materials used in the original work.
Payment
The cost to install conduit and pipe in place, in addition to those items as noted in the Standard Specifications shall include: groundwater and surface water control, excavation, shoring, bracing of utility lines as required, any pipe removal, bedding and backfill material, placement and compaction, sand slurry mix, imported backfill material as may be required, removal of excess excavated material and/or native material unsuitable for backfill, subgrade material, preparation and compaction, temporary resurfacing materials, miscellaneous concrete except as otherwise shown on the plans, and all other items as specified in these technical specifications and Section 306-1.6 of the SPPWC Standard Specifications shall be included in the Construction/Improvements unit price set forth in the bidding schedule and no additional compensation will be allowed. Payment for PVC electrical and communication conduit shall include all work and materials as described above necessary to install this facility, complete in place, to the limits shown on the plans.
17. PANEL CONVERSIONS
Panel Conversion locations are shown on City of Rolling Hills 20B Plans (Ampirical – Sheet 6). Panels are to be relocated no more than six feet away from their existing locations. AFCI breakers are required in that new main service panel. However, this
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wouldn't be required if the contractor is able to replace the existing main service panel with a subpanel in the same location. The new main service panel location would then only have a feeder breaker and larger gauge wires to re-feed the new subpanel.
See attached exhibits and Data Sheets for the following:
• SCE Electrical Service Requirements – Underground Service Connections o Figure 3-7: Meter Panel for Single-Family Residential Underground Service – 300/400 A (Class 320), 120/240 V, Single-Phase 3-Wire (EUSERC No. 302A)
Payment
Payment for Panel Conversions shall include all work and materials necessary to install, complete in place, to the limits shown on the plans. Payment for Panel Conversions shall be included in the Panel Conversion unit price set forth in the bidding schedule and no additional compensation will be allowed. The cost for all panel relocations shall include conduit install in place, in addition to those items as noted in the Standard Specifications shall include: groundwater and surface water control, excavation, shoring, bracing of utility lines as required, any pipe removal, bedding and backfill material, placement and compaction, sand slurry mix, imported backfill material as may be required, removal of excess excavated material and/or native material unsuitable for backfill, subgrade material, preparation and compaction, temporary resurfacing materials, miscellaneous concrete except as otherwise shown on the plans, and all other items as specified in these technical specifications and Section 306-1.6 of the SPPWC Standard Specifications shall be included in the Panel Conversions unit price set forth in the bidding schedule and no additional compensation will be allowed.
18. CAST-IN-PLACE RETAINING WALL WITH SLOPINIG BACKFILL Contractor shall demolish only the portion of retaining wall that is needed to perform the work necessary for the scope of underground improvements. Replace cast-in place concrete retaining wall and finish in kind.
Materials
Cast-in-place Portland Cement Concrete shall conform to the requirements of a Class C Concrete, as specified in Standard Specification Item No. 403S, "Concrete For Structures". Precast Portland cement concrete shall conform to the requirements of Standard Specification Item No. 403S, "Concrete for Structures" but shall have a minimum 28-day compressive strength of 4500 psi (31027 kPa).
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Construction Methods
All forms and forming, placement of reinforcement, placement of Portland Cement Concrete, form removal, finishing and curing shall conform to Standard Specification Item No. 410S, "Concrete Structures". Cast-in-place Portland Cement Concrete retaining walls shall be constructed in one continuous vertical pour from the top of the footing to the top of the wall.
Height and reinforcements shall match existing conditions. Control, Expansion, and Construction Joints shall also match existing and be replaced in kind as applicable.
All exposed corners and edges shall be filleted with triangular chamfer strips measuring ¾ inch (19 mm) on each side. Exposed horizontal surfaces shall be level and flat, and exposed vertical surfaces shall be plumb and flat.
Payment
The cast-in-place or precast Portland cement concrete work performed as prescribed by this item shall be included in the Construction/Improvements unit price set forth in the bidding schedule that includes the removal and installation of "Retaining Wall" and no additional compensation will be allowed. The unit bid price shall include full compensation for all excavation, forms, concrete, curing, finishing, backfilling, sloping that is not part of an excavation safety system covered by Item No. 509S, and for all labor, tools, materials, equipment and incidentals necessary to complete the work.
19. BEST MANAGEMENT PRACTICES
Best Management Practices/ NPDES Compliance shall be as specified in the CASCA stormwater best management handbook and shall be included in the Construction/Improvements unit price set forth in the bidding schedule and no additional compensation will be allowed.
Prior to the start of construction, Contractor / Developer to submit for approval their construction Best Management Practices that meet and exceed the requirements set forth in the projects permits and environmental requirements. This includes but is not limited to the project's record of environmental consideration, FEMA endangered species act review form, list of typical best management practices and standard mitigation grant program conditions.
Per the project's record of environmental consideration, actions / mitigation / minimization / monitoring requires attention and actions prior to and during construction for the California gnatcatcher and Native American Historic Preservation. Contractor / Developers Construction Best Management practices to include the proposed plan to adhere to the record of environmental consideration requirements.
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20. PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS General
Except as may otherwise be provided in specific instances, nothing in the Contract shall be constructed as vesting in the Contractor any property right in any material, article or structure existing at the time of award of Contract within the area in which the work is to be done; or in any material or article subsequently furnished for the work by the Contractor after having been accounted for on an approved estimate supporting the Contractor's demand for payment as provided in general conditions. In the latter event any such material, article, structure or work shall become the property of the agency after being so accounted for.
The Contractor shall maintain all existing signs including, but not limited to directional, warning, advisory, regulatory, bus stop, and street markers, in an erect and functional position and condition all times during the construction period in temporary locations as designated by the City or designated representative. Any of these facilities which are damaged or lost shall be replaced by the Contractor at no cost to the Agency.
Contractor shall restore curb markers, curb and roof drains, landscaping, irrigation, natural and artificial turf, reflective raised markers, etc. interfering with construction.
Contractor shall submit video documentation with a log of existing damages prior to commencing with work. Should a resident claim existing improvements were damaged by construction, and Contractor did not confirm status per above, Contractor shall restore existing improvements at no cost to the City.
When an interfering portion of a privately owned sprinkler system is removed, heads and other salvable material shall be carefully removed and stored. Any of the materials not wanted by the owner shall be removed from the site by the Contractor. Removal, repair, or capping shall be directed by the Director of Public Works. Protection and restoration of existing improvements shall be considered part of the Construction/Improvements scope of work and no separate compensation will be allowed, therefore. Contractor shall protect under-sidewalk yard drain pipes during construction and replace pipes which are in subpar condition.
Contractor shall protect existing concrete adjacent to proposed improvement area.
Damage to existing concrete shall be removed and replaced to existing score line at Contractor’s expense. Contractor shall confirm operational status of all affected irrigation with inspector and resident prior to commencing work. Should resident claim their system was damaged by construction, and Contractor did not confirm status per above, Contractor shall restore system to operation at his own cost.
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All spray paint and markings used for locating utility lines, identifying work locations, or any other purpose, shall be completely removed by power-washing. Any residual discoloration left from temporary A.C. cold mix shall also be removed by powerwashing. All NPDES guidelines shall be followed when power-washing, including vacuuming of water (or other method approved by the Director of Public Works or his authorized representative) to prevent it from entering any storm drain. Payment for this work shall be included in the cost of the bid items for the general work.
The Contractor shall be responsible to protect all new concrete work from being etched, scratched or otherwise marked or having wet slough material deposited thereon. If new concrete work is marked, the Contractor shall replace it at its expense.
The Contractor shall perform all private lawn, hardscape, and parkway restorations including restoration of irrigation systems and existing drains, driveway, and curb repairs, not included in the Project Quantities, within fourteen (14) calendar days after the adjacent improvements have been constructed. Contractor may not proceed with removals if restoration slows to more than fourteen (14) calendar days. If the repairs have not been completed within 14 calendar days, the City shall have the authority to complete such work and deduct cost plus 20 percent administration thereof from any moneys due or to become due to the Contractor. Furthermore, a penalty of $500 per day shall be applied for each day beyond the 14-day period that the restoration has not been completed (as determined by the City's inspector).
21. REMOVAL OF DEFECTIVE OR UNAUTHORIZED WORK
All work which is defective in its construction or deficient in any of the requirements of these technical specifications or the Standard Specifications shall be remedied, or removed and replaced by the Contractor in a manner acceptable to the City and no compensation will be allowed for such correction.
Upon failure on the part of the Contractor to comply forthwith any order the City or designated representative makes under the provisions of this section, the City or designated representative shall have authority to cause defective work to be removed and replaced and deduct the costs thereof from any monies due or to become due to the Contractor.
22. APPURTENANT WORK
All items in the Bid Schedule are for construction completed in place, including all incidentals, appurtenant work and materials necessary for the satisfactory completion of the work. Full payment shall be considered as the bid prices for the items of work, and no additional compensation will be made, therefore.
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23. INSPECTION BY CITY AND SOUTHERN CALIFORNIA EDISON (SCE) The City, Communication Inspectors and SCE shall inspect the quality and completeness of the Contractor’s work and report deficiencies to the Contractor.
24. CLEAN UP
During all phases of construction, the Contractor shall maintain a clean work site; the Contractor shall be responsible for the immediate removal and disposal of all concrete, asphalt concrete, tree roots, and any other debris resulting from the work performed.
Full compensation shall be included in the Mobilization/Demobilization unit price set forth in the bidding schedule and no additional compensation will be allowed.
25. CONSTRUCTION WATER
The Contractor shall make his own provisions for water necessary for construction, drilling, backfill consolidation and cleanup.
Note: The Contractor shall not use any private property water paid for by the property owner. The Contractor shall obtain and pay for all costs incurred for any necessary water meter permits. No extra compensation shall be allowed for the permit and/or water meter.
For a permit contact: California Water Service 5837 Crest Road Rancho Palos Verdes, CA 90275 (310) 377-5525
26. STORAGE SITES
The Contractor will be allowed to store materials and equipment in city designated areas or at the work site during the course of construction. The Contractor is required to obtain permission for such storage from the RHCA.
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Allowable materials to be stored by the Contractor: Vehicles, equipment, conduit, pipes, wooden forms and tools. All storage materials must be first approved by the RHCA. The Contractor will not be allowed to store broken concrete, asphalt concrete or any debris.
If the site becomes unacceptable to the City for any reason, after notice by the City, the Contractor shall correct the problem immediately. In the event that the City requests relocation of the materials from the approved site prior to the end of the construction period, the Contractor shall not receive any additional compensation. The Contractor shall maintain and clean the storage area on a daily basis.
The Contractor shall repair at no cost to the City any damage to the approved storage site resulting from the Contractor's vehicle traffic or items being stored.
Upon failure on the part of the Contractor to comply with any of these storage specifications, the City shall have authority to cause defective work to be corrected and deduct the cost of said corrections from any monies due or to become due to the Contractor. The Contractor shall hold the City harmless in the event of damage, vandalism or injury to the Contractor’s equipment, materials, etc., resulting from the use of this site.
27. SITE RESTORATION AND ADJACENT PROTECTION
The Contractor shall be responsible for protection and preservation of existing vegetation and improvements including necessary removal and storage of such improvements and subsequent replacement to obtain to the fullest extent possible, the undisturbed condition.
The Contractor shall restore or replace, any property damaged or affected by its work, equipment or employees to the original undisturbed condition.
The Contractor shall thoroughly clean all areas affected by the contractor and the subcontractors including areas and improvements affected by their equipment and employees, upon completion of the work.
Payment
Full compensation for complying with the work contained in this section shall be included in the bid unit price for various bid items and no additional compensation will be allowed, therefore.
Issued for Bid – 04/07/2025
28. PHOTOGRAPHIC SURVEY OF ALL EXISTING CONDITIONS
The Contractor is encouraged to undertake an extensive photographic survey of all existing improvements that could possibly be affected by the construction activities. This survey will include, but is not limited to landscaping, streets, plants, and visible utilities.
In the event of a claim, the onus will be on the Contractor to be able to clearly demonstrate that the photographic survey shows that it is a pre-existing condition of the improvement(s). Should the Contractor not be able to disprove a claim from the public, the Contractor will be responsible to reinstate the improvement into an acceptable condition.
29. MOBILIZATION
Mobilization shall consist of preparatory work and operations including, but not limited to, those necessary for the movement of personnel, equipment, materials, construction trailer, portable toilets and incidentals to the project site necessary for work on the project and for all other work and operations which must be performed or costs incurred including bonds, insurance, City business license and financing prior to beginning work on the various contract items on the project site. The Contractor shall provide a detailed project schedule, both electronically and in hard copy form. Schedule updates shall be provided monthly with each progress payment, and in accordance with these specification requirements and as directed by the Engineer. The Contractor’s project manager, superintendent and foreman are required to attend the pre-construction meeting and weekly progress meetings. The Contractor shall have on the work site at all times, as its agent, a competent English-speaking superintendent capable of reading and thoroughly understanding the plans, specifications, other related documents, and directions from City’s, Communication Utilities and SCE’s Construction Representative.
The Contractor is responsible for securing an adequate storage site for equipment and materials (see separate items that detail these requirements elsewhere in these technical specifications). The cost of providing bonds, insurance, financing, moving equipment to the job site and preparing an approved work schedule shall be per bid item Mobilization and will be at the contract unit price per lump sum for the various items of work, and no additional compensation will be allowed, therefore.
Payment
Payment for mobilization shall be included in the Mobilization/Demobilization unit price set forth in the bidding schedule and no additional compensation will be allowed.
Payment for mobilization including equipment, materials, and labor shall be included in the bid lump sum price.
Issued for Bid – 04/07/2025
Mobilization shall also include the cost, time and labor to move the necessary construction equipment to and from the job site, supervisory time on the job by the Contractor’s personnel to keep the construction site in a safe condition, the costs to set up/maintain/vacate the staging area, the costs to set up/maintain/vacate the field office and toilet facilities and all other related work as required for all non-working days during the course of construction. Mobilization shall also include all related “De-mobilization” costs, including the removal of any remaining USA utility markings or other construction paint markings.
30. PROJECT MONUMENT SURVEYS AND CONSTRUCTION STAKING
Permanent Survey Markers
The Contractor shall not disturb permanent survey monuments or benchmarks without the consent of the Engineer. Where the Engineer concurs, in writing, with the Contractor that protecting an existing monument in place is impractical, the Contractor will employ a licensed land surveyor to establish the location of the monument before it is disturbed. The Contractor will have the monument replaced by a licensed land surveyor no later than thirty (30) days after construction at the site of the replacement is completed.
Payment
Payment for work performed to control the construction activities shall be included in the Construction/Improvements unit price set forth in the bidding schedule and no additional compensation will be allowed. Extension of unit prices for extra work shall include full compensation for attendant survey work, and no additional payment will be made, therefore. Lines and Grades, except when, as per orders from the Engineer or his authorized representative, minor changes in the work are to be made by the Contractor, all work shall, during its progress upon completion, conform to the lines, grades, and elevations shown on the Plans. All distances and measurements are given thereon and will be made in a horizontal plane. Three (3) consecutive points shown on the same rate of slope must be used in common in order to detect any variation from a straight line, and in case any such discrepancy exists, it must be reported to the Engineer or his authorized representative. Failure to make this report shall make the Contractor responsible for any such error in the finished work. Payment - Except as otherwise provided in the Standard Specifications or elsewhere in these Technical Provisions, full compensation for conforming to the requirements in this section shall be included in the Construction/Improvements unit price set forth in the bidding schedule and no additional compensation will be allowed.
Issued for Bid – 04/07/2025
31. TRAFFIC STRIPING
General
This work shall consist of installing pavement striping and legends as required to replace any removals due to construction activity. All work shall conform to the Caltrans Standard Specification and Standard Plans, latest edition, and the California Manual on Uniform Traffic Control Devices (CAMUTCD).
Materials
Stripes and pavement legends shall be reflective. Paint for cat tracts and dribble lines shall be furnished by the Contractor. Traffic paint shall be applied at the rate of one gallon for every 98 square feet. The dry paint film thickness shall be 8 to 10 mils.
Construction
All the thermoplastic and paint pavement striping and legends shall conform to the size, dimensions and layouts as designated in the California Manual on Uniform Traffic Control Devices (CAMUTCD).
The Contractor shall “cat tract” all striping, marker and legend layouts for the approval of the Engineer, prior to placement of any striping. Two coats shall be required on all painted stripes and pavement legends, with a minimum of 72 hours between coats.
All lines shall be clean and sharp as to dimensions. Ragged ends of segments, fogginess along the sides or objectionable dribbling along the unpainted portions of the stripe shall be painted out with black paint to the satisfaction of the Engineer.
The Contractor shall take all reasonable precautions to protect the paint during drying time and shall be required to paint out all objectionable tracking.
No work shall be done when weather conditions restrict visibility to less than one mile or cause the pavement to be damp, or when designated by the Engineer.
Paint and application methods shall comply with the current Rule 1113 of the South Coast Air Quality Management District.
Paint removals shall be performed by wet sandblasting technique, meeting the latest requirements and restrictions of the State Pollution Control Agency. The Contractor shall be responsible for the immediate removal of sandblasting materials by vacuum or mechanical street sweeping devices.
All striping that is to be removed must be removed by wet sandblasting method. No “Blacking Out” or temporary covering will be allowed.
Issued for Bid – 04/07/2025
Alternate methods of paint removal require prior approval of the Engineer. Obliteration of traffic striping with black paint shall be done only with prior approval of the Engineer and shall be only a temporary measure, requiring later removal as specified. Where blast cleaning is used for the removal of painted traffic stripes and pavement markings and such removal operation is being performed within 10 feet of a lane occupied by public traffic, the residue, including dust, shall be removed immediately after contact between the sand and the surface being treated. Such removal shall be by vacuum attachment operating concurrently with the blast cleaning operation, or by other methods approved by the Engineer.
Payment
Payment for traffic striping, legends and markers shall be included in the Construction/Improvements unit price set forth in the bidding schedule and shall include full compensation for furnishing all labor, materials (including glass beads and paint), tools, equipment, stencils and incidentals; and for doing the work involved including but not limited to installation of pavement markings, cat tracking, placement of temporary striping, painting traffic stipes, and no additional compensation will be allowed therefore.
END OF TECHNICAL SPECIFICATIONS
Issued for Bid – 04/07/2025
FEMA Environmental RECs
Issued for Bid – 04/07/2025
RHCA Trenching Requirements
Rolling Hills Community Association
TRENCH BACKFILL AND PAVEMENT REPAIRS
NOTES
BELOW GROUND
1A. SEE STANDARD PLAN
2A. FOR TRENCHES LONGER THAN 200’ OR LARGER THAN 1,000 SQUARE FEET, A LICENSED SOILS
ENGINEER SHALL BE PRESENT TO MONITOR THE NATIVE OR IMPORTED BACKFILL OPERATION AND TEST FOR COMPACTION AT 100’ OR 200 SQUARE FOOT MAXIMUM INTERVALS. 3A. IN AREAS NOT IN EXISTING ROADWAY, BACKFILL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90%
4A. EXCAVATED MATERIAL NOT APPROVED FOR USE IN TRENCH BACKFILL SHALL BE REMOVED FROM JOB SITE UNLESS OTHERWISE USED IN THE WORK.
5A. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS.
6A. ALL SHORING SHALL BE DESIGNED BY A CIVIL ENGINEER IN ACCORDANCE WITH SOIL REPORT.
VISIBLE SURFACE:
1B. CRACKS SHALL BE SEALED AND A TYPE 2 SLURRY SEAL COATING WITH 2% LATEX SHALL BE APPLIED FROM LANE LINE TO LANE LINE FOR LONGITUDINAL TRENCHES GREATER THAN 200’ IN LENGTH FOR ANY LANE AFFECTED.
METHODOLOGY
1C. AT THE END OF EACH WORK DAY, ANY TRENCH IN AN ARTERIAL ROAD SHALL BE COVERED BY NONSKID STEEL PLATES OR BE PAVED WITH TEMPORARY OR PERMANENT PAVEMENT FLUSH WITH ADJACENT PAVEMENT SURFACES. SECURED IN PLACE, RAMPED WITH A.C. AND NOT USED FOR MORE THAN 48 CONSECUTIVE HOURS ON THE SAME SEGMENT OR TRENCH. “PLATE AHEAD’ SIGN9S0 SHALL BE PROPERTY INSTALLED WHEN PLATES ARE IN USE. OTHER CITY STREETS MAY HAVE LESSER REQUIREMENTS AND WILL BE CONSIDERED ON A CASE BY CASE BASIS. 2C. ALL TRAFFIC LANES SHALL BE CLEANED AND RESTORED FOR USE IMMEDIATELY UPON PLACEMENT OF TEMPORARY A.C. PAVEMENT, TRENCH PLATES AND/OR FINAL A.C. PAVEMENT. 3C. ALL TRAFFIC STRIPING AND/OR MARKING(S) REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND AS DIRECTED.
4C. TRAFFIC CONTROL SHALL BE PER CONTRACTORS “CONSTRUCTION TRAFFIC CONTROL PROCEDURES ON CITY STREETS” AS SUBMITTED TO AND APPROVED BY THE RHCA. 5C. A COLLECTION DEVICE SHALL BE USED TO COLLECT SEDIMENTS GENERATED DURING SAWCUTTING OPERATION.
6C. ALL PAVEMENT REMOVALS SHALL USE STRAIGHT LIGHT SAWCUTS A MINIMUM OF 1.5” DEEP.
M: Road Standards/Trench Backfill and Pavement Repair Specifications – Updated 2019-02-21
Issued for Bid – 04/07/2025
Southern California Edison Drawings
Electrical Service Requirements
►SCE Public◄
PAGE
3–41
ESR–3
EFFECTIVE DATE
07-26-2024 Underground Service Connections 0–600 V
APPROVED
Figure 3–23: Handholes, Pull Boxes, and Manholes
Table 3–6: Handhole, Pull Box, and Manhole Applications and Sizes Note(s):
1. Manholes, pull boxes, and some sizes of handholes are available in precast concrete. Some handhole sizes are also available in plastic. For approved manufacturers and other specifications, refer to the appropriate Distribution Underground Structures Manual pages listed in Table 3–6.
2. Consult the local Service Planning Office for substructure details, and installation and inspection requirements. See Section 13.0.
3. Substructure covers must be adequate for imposed loading. Traffic-type covers are required in areas accessible to vehicles. Pull box and handhole covers shall be furnished with penta-head, stainless steel cap screws. All covers shall be identified with a 1/2 inch block lettered “EDISON.”
4. Dimensions are inside measurements and are shown in order of width, length and depth. Depths shown are minimum dimensions with required depth depending on the number of conduits and conduit cover. a/ 17"x30"x15" plastic handhole to be used in planter only areas in rear property with no vehicle access.
Substructure Material Typical Application
Inside Dimensions
(W x L x D)
SCE Underground
Structures Reference Drawing
Handhole a/ Plastic Residential 17" x 30" x 15" UGS HP 200, HH-9 Handhole Concrete Residential/Commercial/Streetlights 17" x 30" x 12" UGS HP 200, HH-20 Handhole Polymer
Concrete (RPM)
Residential/Commercial 17" x 30" x 18" UGS HP 200, HH-16, HH-19 Handhole Polymer
Concrete (RPM)
Residential/Commercial 17" x 30" x 24" UGS HP 200, HH-17 Handhole Polymer
Concrete (RPM)
Residential/Commercial 17" x 30" x 30" UGS HP 200, HH-18 Pull Box Concrete Residential/Commercial 2-1/2' x 4' x 3-1/2' UGS HP 220.1 Pull Box Concrete Residential/Commercial 3' x 5' x 4' UGS HP 225.1 Pull Box Concrete Residential/Commercial 4' x 6-1/2' x 5' UGS HP 228.1 Manhole Concrete Residential/Commercial Consult the Local Service Planning Office
Electrical Service Requirements
►SCE Public◄
PAGE
3–25
ESR–3
EFFECTIVE DATE
07-26-2024 Underground Service Connections 0–600 V
APPROVED
Figure 3–7: Meter Panel for Single-Family Residential Underground Service — 300/400 A (Class 320), 120/240 V, Single-Phase 3-Wire
Note(s):
1. The panel shown is a combination device having both a utility section (that is, termination section and metering section), and a customer section, but may also be constructed without an attached customer section.
2. The panel shall be marked with either a rating of “320 A continuous” or “400 A maximum (320 A continuous).”
3. Only ring-type sockets are acceptable. Ring-type socket meter panels shall be provided with a sealing ring and the meter socket shall be rigidly mounted on a support and attached to the meter panel.
4. The meter socket may be located above, to the left, or to the right, of the terminating pull section.
5. Termination section cover panels shall be removable, sealable, provided with two lifting handles, and limited to a maximum size of nine-square feet in area.
6. The access opening dimension shown (10-1/2 inches) is measured between the return flanges.
7. Cable terminating facilities shall consist of single-position studs with clearance and access requirements complying with Figure 3–9.
Exception: The neutral clearance to the back wall of the enclosure may be reduced.
8. The shaded area of the termination section is for Company-service lateral conductors only.
Front View Side View
1-3/4"
6"
MIN
8-1/2"
MIN
3-1/4"
MIN
1-1/2"
MIN
22"
MIN
4"
MIN
10-1/2" MIN
Provisions for up to and including
4-inch conduit in the center position.
Sealing
Provisions
Meter Sockets (See Note 4)
Cable Terminating
Facilities (See Note 7)
Customer
Section
(Location
Optional)
(See Note 1)
See Note 8
1" MIN
(See Note 7)
See Note 6
Front View Side View
1-3/4"
6"
MIN
8-1/2"
MIN
3-1/4"
MIN
1-1/2"
MIN
22"
MIN
4"
MIN
10-1/2" MIN
Provisions for up to and including
4-inch conduit in the center position.
Sealing
Provisions
Meter Sockets (See Note 4)
Cable Terminating
Facilities (See Note 7)
Customer
Section
(Location
Optional)
(See Note 1)
See Note 8
1" MIN
(See Note 7)
See Note 6
EUSERC No. 302A
Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. 55 Eaton B-Line series meter mounting equipment
Class 320 Metering
Class 320 Metering
Single Meter Sockets, Without Bypass - 400 Amp Max . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56 - 57 Meter Mains, With Optional MCC Bypass - 400 Amp Max . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58 - 59 Meter Main Load Centers, With Optional MCC Bypass - 400 Amp Max . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 - 61 Class 320 - Meter Breaker Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62 Class 320 - Wiring Diagrams . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63 - 64
Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. 56 Eaton B-Line series meter mounting equipment
400 Amp Max
324N (open)
324C (open)
Class 320 Metering
Single Meter Sockets - With Bypass
Application
• Manual circuit closing bypass (link bypass) under
separate cover
• Receive ANSI C12.10 watthour meters
• Surface mount
Construction
• NEMA Type 3R
• ANSI 61 gray painted finish
• Aluminum snap ring included
Standards
• UL 414 Listed
• ANSI C12.7
• EUSERC 302
Accessories
• Flush Trim Kit - FK1432 or FK2432
• H Hubs
Part/UPC Catalog Max Amp Service
Number Number Rating Jaws Type Access Bypass
78205162220 324C * 400 4 1Ø/3W UG MCC
78205162210 324N ** 400 4 1Ø/3W OH/UG MCC
Part/UPC Catalog Connections Overall Dimensions Top Knockout Number Number Line Load Neutral Height Width Depth Provision Layout (1) #4 - 600 MCM
78205162220 324C * Studs or Studs 32" 24" 6" None Fig. 1 (2) 1/0 - 250 MCM
(1) #4 - 600 MCM (1) #4 - 600 MCM (1) #4 - 600 MCM
78205162210 324N ** or or or 32" 14" 6" H Hub Fig. 2
(2) 1/0 - 250 MCM (2) 1/0 - 250 MCM (2) 1/0 - 250 MCM
* Complies with EUSERC 302A
** Complies with EUSERC 302B
Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. 57 Eaton B-Line series meter mounting equipment
Fig. 1
3K
2A
2K
3K 2H
utility
side only
2A
Fig. 2
Top Provision
3H
4H
4H
3H 3H
4H
both
sides
Knockouts - Conduit Sizes
2A = 1⁄2" - 1⁄4"
2H = 3" - 21⁄2"
3H = 3" - 21⁄2" - 2"
4H = 3" - 21⁄2" - 2" - 11⁄2"
2K = 4" - 31⁄2"
3K = 4" - 31⁄2" - 3"
Top Provision = See Chart
Knockout Layouts
400 Amp Max
Class 320 Metering
Single Meter Sockets - Without Bypass
Style # Suffixes
324C SS - Stainless Steel 304 *
324N SS6 - Stainless Steel 316 *
* Knockouts and top provisions are not
available in Stainless Steel (SS) finish
Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. 58 Eaton B-Line series meter mounting equipment
400 Amp Max
U4042MCC (closed) U4042MCC (open)
Class 320 Metering
Meter Mains - With Optional MCC Bypass
Application
• Combination meter/main with optional manual
circuit closing (link type) bypass
• Factory installed breaker
• Receive ANSI C12.10 watthour meters
• Surface mount
Construction
• NEMA Type 3R
• ANSI 61 gray painted finish
• Aluminum snap ring included
• Removable door with sealing provision
and lifting handles
• Conforms to NEC 2020
Standards
• UL 67 Listed
• ANSI C12.7
• EUSERC 302
Accessories
• Flush Trim Kit - FK3038
• Overhead Adapter - CK8326
Part/UPC Catalog Max Amp Service Main Breaker
Number Number Rating Jaws Type Access Voltage AIC Main Bypass 78205181515 U4042MC 400 4 1Ø/3W UG 120/240 10K (2) 200A, 2P — 78205181517 U4042MCC 400 4 1Ø/3W UG 120/240 10K (2) 200A, 2P MCC 78205181525 U404MC 400 4 1Ø/3W UG 120/240 22K (1) 400A, 2P — 78205181530 U404MCC 400 4 1Ø/3W UG 120/240 22K (1) 400A, 2P MCC Part/UPC Catalog Connections Overall Dimensions Top Knockout Number Number Line Load Neutral Height Width Depth Provision Layout 78205181515 U4042MC Studs MCB #6 - 250 MCM 38" 30" 6" None Fig. 1 78205181517 U4042MCC Studs MCB #6 - 250 MCM 38" 30" 6" None Fig. 1 78205181525 U404MC Studs MCB #6 - 600 MCM 38" 24" 6" None Fig. 2 78205181530 U404MCC Studs MCB #6 - 600 MCM 38" 24" 6" None Fig. 2
Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. 59 Eaton B-Line series meter mounting equipment
Knockouts - Conduit Sizes
400 Amp Max
Class 320 Metering
Meter Mains - With Optional MCC Bypass
Style # Suffixes
U404 MCC - MCC bypass
U4042 SS - Stainless Steel 304 *
SS6 - Stainless Steel 316 *
Knockout Layouts
Fig. 2
4J
2A
4G
4J
4K
1W (4)
* Knockouts are not available in
Stainless Steel (SS) finish
Fig. 1
4G (2)
4G
2G (2)
2A
4K
1W (4)
1W = 1⁄4"
2A = 1⁄2" - 1⁄4"
2G = 21⁄2" - 2"
4G = 21⁄2" - 2" - 11⁄2" - 11⁄4"
4J = 31⁄2" - 3" - 21⁄2" - 2"
4K = 4" - 31⁄2" - 3" - 21⁄2"
Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. 60 Eaton B-Line series meter mounting equipment
400 Amp Max
U4041123MC (closed) U4041123MC (open)
Class 320 Metering
Meter Main Loadcenters - With Optional MCC Bypass
Application
• Combination meter/main/loadcenter with
optional manual circuit closing (link type) bypass
• Factory installed breaker
• Receive ANSI C12.10 watthour meters
• Surface mount
Construction
• NEMA Type 3R
• ANSI 61 gray painted finish
• Aluminum snap ring included
• Removable door with sealing provision
and lifting handles
Standards
• UL 67 Listed
• ANSI C12.7
• EUSERC 302
Part/UPC Catalog Max Amp Service Main Breaker
Number Number Rating Jaws Type Access Voltage AIC Main Provisions Loadcenter Bypass 78205157072 U40411230MC 400 4 1Ø/3W UG 120/240 22K (1) 200A, 2P (2) 100A 20/40 — 78205157074 U40411230MCC 400 4 1Ø/3W UG 120/240 22K (1) 200A, 2P (2) 100A 20/40 MCC 78205119923 U4042208MC 400 4 1Ø/3W UG 120/240 22K (1) 200A, 2P (1) 200A 8 — 78205120682 U4042208MCC 400 4 1Ø/3W UG 120/240 22K (1) 200A, 2P (1) 200A 8 MCC 78205177210 U4042230MC 400 4 1Ø/3W UG 120/240 22K (1) 200A, 2P (1) 200A 20/40 — 78205177220 U4042230MCC 400 4 1Ø/3W UG 120/240 22K (1) 200A, 2P (1) 200A 20/40 MCC 78205177230 U404430MC 400 4 1Ø/3W UG 120/240 22K (1) 400A, 2P — 30 — 78205177240 U404430MCC 400 4 1Ø/3W UG 120/240 22K (1) 400A, 2P — 30 MCC Part/UPC Catalog Connections Overall Dimensions Top Knockout Number Number Line Load Neutral Height Width Depth Provision Layout 78205157072 U40411230MC Studs MCB #6 - 250 MCM 38" 30" 6" None Fig. 1 78205157074 U40411230MCC Studs MCB #6 - 250 MCM 38" 30" 6" None Fig. 1 78205119923 U4042208MC Studs MCB #6 - 250 MCM 38" 30" 6" None Fig. 2 78205120682 U4042208MCC Studs MCB #6 - 250 MCM 38" 30" 6" None Fig. 2 78205177210 U4042230MC Studs MCB #6 - 250 MCM 38" 30" 6" None Fig. 1 78205177220 U4042230MCC Studs MCB #6 - 250 MCM 38" 30" 6" None Fig. 1 78205177230 U404430MC Studs MCB #6 - 250 MCM 47" 34" 6" None Fig. 3 78205177240 U404430MCC Studs MCB #6 - 250 MCM 47" 34" 6" None Fig. 3
Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. 61 Eaton B-Line series meter mounting equipment
Knockouts - Conduit Sizes
1A = 1⁄2"
2B = 3⁄4" - 1⁄2"
2C = 1" - 3⁄4"
4D = 11⁄4" - 1" - 3⁄4" - 1⁄2"
4E = 11⁄2" - 11⁄4" - 1" - 3⁄4"
4F = 2" - 11⁄2" - 11⁄4" - 1"
4G = 21⁄2" - 2" - 11⁄2" - 11⁄4"
3K = 4" - 31⁄2" - 3"
1W = 1⁄4"
400 Amp Max
Class 320 Metering
Meter Main Loadcenters - With Optional MCC Bypass
Style # Suffixes
U404430 MC - No bypass
U4042208 MCC - MCC bypass
U4042230 SS - Stainless Steel 304 *
U40411230 SS6 - Stainless Steel 316 *
Fig. 1
4D
1A (xx)
4D
4F
2B 2B
1A
2C 2C
4F
4E
Fig. 3
4F 4D
Fig. 2
1A
(6)
4G 4E
4G 4E
2B (7)
Knockout Layouts
3K
3K
1W (4)
3K
4G customer sides
1W (4)
1W (4)
4F
4E
1A (14) 2B 2C
* Knockouts and top provisions are not
available in Stainless Steel (SS) finish
Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. 62 Eaton B-Line series meter mounting equipment
Class 320 Metering
Class 320 - Meter Breaker Data
Main Breaker Data
Catalog
Number
B-Line
Breaker #
Eaton
Breaker #
ITE
Breaker #
Ampacity # of
Poles
AIC
U404MC/MCC 36330 PDD32G0400TFAJ — 400A 2P 22K
U4042MC/MCC 36332 CSR2200N — 200A 2P 10K
U40411230MC/MCC 25585A MBK200A 200A 2P 22K
U4042230MC/MCC 25585A MBK200A 200A 2P 22K
U404430MC/MCC 25564F JXD22B400 400A 2P 22K
U4042208MC 25585A MBK200A 200A 2P 22K
U4042208MCC 25585A MBK200A 200A 2P 22K
Breaker Provision Data
Catalog B-Line ITE Ampacity # of AIC
Number Breaker # Breaker # Poles
U40411230MC/MCC 25458P Q2100 100A 2P 10K
U4042230MC/MCC 25583A QN2200H 200A 2P 22K
25582A QN2200 200A 2P 10K
U4042208MC/MCC 25583A QN2200H 200A 2P 22K
25582A QN2200 200A 2P 10K
Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. 63 Eaton B-Line series meter mounting equipment
Class 320 Metering
Class 320 - Wiring Diagrams
A N B A N B
A N B A N B
A N B A N B
Catalog #
U404223MC
Catalog #
U404223MCC
Catalog #
U4042MC
Catalog #
U4042MCC
Catalog #
U404MC
Catalog #
U404MCC
Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. 64 Eaton B-Line series meter mounting equipment
Class 320 Metering
Class 320 - Wiring Diagrams
A N B A N B
A N B A N B
N
N
AB
A N B
GROUND LUG
N
N
AB
A N B
GROUND LUG
N
N
AB
A N B
GROUND LUG
N
N
AB
A N B
GROUND LUG
A N B A N B
Catalog #
U4042208MC
Catalog #
U4042208MCC
Catalog #
U40411230MC
Catalog #
U40411230MCC
Catalog #
U404430MC
Catalog #
U404430MCC
Issued for Bid – 04/07/2025
Cox Communications Drawings
www.armorcastprod.com Tel: (818) 982-3600 Fax: (818) 982-7742
ARMORCAST PRODUCTS COMPANY
®
PO
LYMER CONCRETE
BOXES
42 POLYMER CONCRETE
30” x 48” BOX ASSEMBLY
12” to 48” DEPTHS
A6001430
• Boxes are Open Bottom and Stackable, also available with Solid Bottoms. • For sizes not shown please contact Armorcast Products for more information
PART NUMBER NOMINAL SIZE
W x L x D
LOAD
RATING
ANSI
TIER
APPROX.
WEIGHT
PALLET
QTY. DESCRIPTION
Replacement
Boxes
COMPONENTS
Replacement
Covers
DESCRIPTION
Box & Cover
Assembly
Box & Cover
Assembly
PART NUMBER NOMINAL SIZE
W x L x D
LOAD
RATING
ANSI
TIER
APPROX.
WEIGHT
PALLET
QTY.
30”W x 48”L BOX ASSEMBLIES Specify Depth Below
30” x 48” x 12” 10K 8 A6001430APCX12 317 lbs. 5
30” x 48” x 12” 20K 15 / 22 A6001430TAPCX12 / A6001430HDAPCX12 325 lbs. 5 30” x 48” x 18” 10K 8 A6001430APCX18 377 lbs. 2
30” x 48” x 18” 20K 15 / 22 A6001430TAPCX18 / A6001430HDAPCX18 385 lbs. 2 Box & Cover
Assembly
Box & Cover
Assembly
Box & Cover
Assembly
30” x 48” x 24” 10K 8 A6001430APCX24 427 lbs. 3
30” x 48” x 24” 20K 15 / 22 A6001430TAPCX24 / A6001430HDAPCX24 435 lbs. 3 30” x 48” x 30” 10K 8 A6001430APCX30 498 lbs. 3
30” x 48” x 30” 20K 15 / 22 A6001430TAPCX30 / A6001430HDAPCX30 506 lbs. 3 30” x 48” x 36” 10K 8 A6001430APCX36 568 lbs. 1
30” x 48” x 36” 20K 15 / 22 A6001430TAPCX36 / A6001430HDAPCX36 576 lbs. 1 30” x 48” x 12” 10K / 20K 22 A6001430PCX12 137 lbs. 8
30” x 48” x 18” 10K / 20K 22 A6001430PCX18 189 lbs. 2
30” x 48” - 2 pc. 10K 8 A6001470 (2 pc. Req.) 96 lbs. ea. 20 30” x 48” - 2 pc. 20K 15 / 22 A6001470T / A6001470HD (2 pc. Req.) 100 lbs. ea. 20 30” x 48” x 24” 10K / 20K 22 A6001430PCX24 265 lbs. 3
30” x 48” x 30” 10K / 20K 22 A6001430PCX30 300 lbs. 3
30” x 48” x 36” 10K / 20K 22 A6001430PCX36 371 lbs. 1
30” x 48” x 48” 10K 8 A6001430APCX48 663 lbs. 1
30” x 48” x 48” 20K 15 / 22 A6001430TAPCX48 / A6001430HDAPCX48 671 lbs. 1 Box & Cover
Assembly
30” x 48” x 48” 10K / 20K 22 A6001430PCX48 468 lbs. 1
30” x 48” - 1 pc. 10K 8 A6001630 146 lbs. 10
30” x 48” - 1 pc. 20K 15 / 22 A6001630T / A6001630HD 180 lbs. 10 MORE COVER VARIATIONS ARE AVAILABLE IN OUR “COVER SECTION”
THIS PRODUCT IS LISTED TO APPLICABLE UL
STANDARDS AND REQUIRMENTS BY UL.
FILE #E364252
Armorcast Products Company reserves the right to update or discontinue product information at any time without notice. www.armorcastprod.com Tel: (818) 982-3600 Fax: (818) 982-7742
ARMORCAST PRODUCTS COMPANY
®
PO
LYMER CONCRETE
BOXES
43 POLYMER CONCRETE
30” x 48” BOX ASSEMBLY
STANDARD DIMENSIONS
A6001430
THIS PRODUCT IS LISTED TO APPLICABLE UL
STANDARDS AND REQUIRMENTS BY UL.
FILE #E364252
1/2” TYP.
Issued for Bid – 04/07/2025
Frontier Communications Drawings
Issued for Bid – 04/07/2025
Crown Castle Communications Drawings
Issued for Bid – 04/07/2025
OSV Optimu Super Vent Pedestal (OSV2436, OSV2442)
DATA SHEET
| OSV OPTIMUS SUPER VENT PEDESTAL (OSV2436, OSV2442)
FEATURES
• OSV Super Vent designed to house fiber optic high-heat nodes • Channell’s UV Resistant Heat Dissipation Cover (HDC)
• 360 degrees access to working equipment
• Channell’s Self-Locking system
• Molded lifting handle designed into the cover
• BULK’s racking designed for cable management and securing splice enclosure • Super-heavy duty node bracket for heavy-weight nodes
OSV2436
OSV2442
PRODUCT SUMMARY
Channell’s Optimus Super Vent (OSV) Pedestal is a robust platform for protecting fiber optic nodes and is synonymous with reliability and performance in the outside plant environment. The OSV platform is a direct replacement to the SPH pedestal housings which have been the industry standard for many years.
Channell’s Heat Dissipation Cover (HDC) is fully vented on all four sides and has an insulated attic area to help reduce costly node failures caused by overheating. The base is Channell’s BULK vault body which features the highest performance standards in the industry.
Free-breathing
closures
Lightweight ultrastrong vault body
Channell’s
Self-Locking system
Molded lifting handle
designed into the cover
Channell’s UV Resistant
Heat Dissipation Cover
(HDC)
BULK’s racking designed
for cable management
and securing splice
enclosure (G6 shown)
360 degrees access to
working equipment
L01 Standard (P-Key)
LB1 LB Pattern
LH1 Hex Self-Lock
BULK Vault deflection
brackets
APPLICATION
Channell’s broadband products are known for their superior quality, but what sets the OSV apart from the competition is its true internal dimensions and proven heat performance. The BULK Vault’s deflection brackets shown below prevent the pedestal from caving in over time due to snow loads and other environmental conditions. All of these features ensure the OSV will protect your fiber nodes for many years into the future.
(4) BULK Vault deflection brackets
22 3/4"
23 5/8"
40 3/8"
A A 28 3/4"
B
B
36"
24"
21 1/2"
18"
28 1/2"
31 1/2"
OSV 2436 Dimensions
OSV 2442 Dimensions
22 1/2"
23 5/8"
46 1/8" "
A 28 1/2"
B
B
A
40 1/8"
24"
21 7/8"
18 7/8"
33 5/8"
37 3/4"
90° Splice closure mounting
UNITED STATES: Channell Commercial Corporation, Temecula, CA, United States • Tel 800.423.1863 • Fax 951.296.2322 Channell Commercial Corporation, Rockwall, TX, United States • Tel 214.304.7800 CANADA: Channell Canada, Inc., Mississauga, ON, Canada • Tel 905.565.1700 • Fax 905.565.8282 EUROPE, MIDDLE EAST, AFRICA: Channell Ltd., Dartford, United Kingdom • Tel 44.1322.312590 • Fax 44.1322.508490 AUSTRALIA, ASIA, PACIFIC RIM: Channell Pty. Ltd., Seven Hills, NSW, Australia • Tel 61.2.8884.4111 • Fax 61.2.8814.8841 DEVELOPING LOCATION: Mexico City, D.F., Mexico
WORLDWIDE HEADQUARTERS: Channell Commercial Corporation • Tel 951.719.2600 • 26040 Ynez Road, P.O. Box 9022, Temecula, CA 92589-9022, United States www.channell.com
All specifications subject to change without notice. © 2020 Channell Commercial Corporation. All rights reserved.
PART NUMBER MATRIX
Optimus Super Vent
Width
Length
36 36 Inches Length
42 42 Inches Length
Depth
24 24 Inches Depth
36 36 Inches Depth
Color
C1 Light Green
C2 Beige
C3 Dark Green
Bracket Option
B1 Fiber Node Bracket
B2 Super Heavy-Duty Fiber Node Bracket Option
Locking Option
L01 Standard Self Lock (P-Key)
LB1 LB Pattern Self Lock
LH1 Hex Self Lock
OSV 24 XX XX CX BX LXX
032620
Issued for Bid – 04/07/2025
Signature Pedestal Housing (SPH1420)
DATA SHEET
| SIGNATURE PEDESTAL HOUSING (SPH) SPH1420
Signature Pedestal Housing Series active
equipment enclosures are designed to
accommodate the increasing size and
complexity of broadband electronic equipment
and to assure adequate room for proper
mounting of both active and passive equipment,
SPH Series enclosures also accommodate all
off-premise addressable and active equipment.
A wide array of mounting options permit the
proper mounting of virtually all coaxial and fiber
optic broadband equipment used throughout
the world.
FEATURES
• To prevent rust and deterioration, brackets
are protected with 3M Powder Coating
• Feature Channell’s Heat Dissipation Cover
(HDC) that are vented to keep electronic
equipment cool
• Covers enhance the longevity and reliability
of active equipment, resulting in lower
maintenance and replacement costs
• Available with Insect Vents
• Self-Lock™ Security System
Signature Pedestal Housing
Width
Depth
Cover Type
6 600 Series
Color
C1 Light Green
C2 Beige
C3 Dark Green
C4 Brown
C5 Grey
C6 Granite
Bracket Option
B0 No Bracket
B1 MB-8364, 0450, 0446, 8150
B3 MB-8364, 0450, 0446 & 8150 (Dual)
B5 MB-8150/MB-8382
B9 MB-8314 (Dual) & 0450
BA MB-0610
BB MB-0609
BC MB-0608
BD MB-0605
BF WiFi Bracket, 2 Vertical Rods
Locking Option
L01 Standard Self Lock (P-Key)
LB1 LB Pattern Self Lock
LH1 Hex Self Lock
L00 Standard Self Lock with hasp assembly
Adder/Option
A00 Non-Vented Cover
A08 Cover w/Anti-Insect (Dual Cut) Vents
A39 Condensation Vented Cover
A69 Dual Cut Venting w/4 Winterized Drop Holes
SPH 1420 6 CX BX LXX AXX
C7 Sandstone
C8 Red Brick
C17 Purple
K1 Charcoal
K3 Dark/Royal Blue
K5 Medium Blue
PART NUMBER MATRIX
UNITED STATES: Channell Commercial Corporation, Rockwall, TX, United States • Tel 800.423.1863 • Fax 951.296.2322 CANADA: Channell Canada, Inc., Mississauga, ON, Canada • Tel 905.565.1700 • Fax 905.565.8282 EUROPE, MIDDLE EAST, AFRICA: Channell Ltd., Dartford, United Kingdom • Tel 44.1322.312590 • Fax 44.1322.508490 AUSTRALIA, ASIA, PACIFIC RIM: Channell Pty. Ltd., Seven Hills, NSW, Australia • Tel 61.2.8884.4111 • Fax 61.2.8814.8841 DEVELOPING LOCATION: Mexico City, D.F., Mexico
WORLDWIDE HEADQUARTERS: Channell Commercial Corporation • Tel 214.304.7800 • 1700 Justin Rd, Rockwall, TX 75087, United States www.channell.com
All specifications subject to change without notice. © 2020 Channell Commercial Corporation. All rights reserved. 041620
Issued for Bid – 04/07/2025
Grade Level Box Bulk 3 Series
channell.com
TECHNICAL SPECIFICATIONS
Now with ™ Covers
Grade Level Box BULK Series
FEATURES
• Upgradeable
• Lightweight/Strong (TIER 22)
• Patented Anti-Slip Technology
• Anti-Seize Bolt Technology
• Industry Leader in Anti-Trip
Hazard Prevention
• Superior Fatigue Resistance (EST)™
• Vertical and Horizontal Rib Design
• Embedded Vertical Racking
• Reduced Installation Cost
• Highest Load Rating to Weight
Ratio in the Industry
TESTING CRITERIA
Covers meet or exceed:
• EST™ 3 Million Cycles
• Telcordia GR-902-CORE
• Western Underground Committee
Guide 3.6
• ANSI/SCTE 77 2013-TIER 22
• EN124 Class A15/B125
Bodies meet or exceed:
• Telcordia GR-902-CORE
• Western Underground Committee
Guide 3.6
• ANSI/SCTE 77 2013-TIER 22
• EN124 Class A15/B125/C250
• ASTM-457
• AASHTO M-306 (H-20/25)
• AS3996-Class B/C
24”/608 mm depth
18”/457 mm depth
BULK 3 Series
PRODUCT SUMMARY
With over 90 years experience in global (OSP)
infrastructure, Channell has developed the
most advanced pit and chamber technology
in the world! Channell’s BULK and SHIELD
patented designs with the complement of
SUPER BULK for roadway applications offer
global users, consumer, and craft installers
safety benefits never before contemplated, but
critical when considering new global health and
safety standards.
BULK’s lightweight design increases installation
efficiencies while improving overall body weight
carrying load capacities versus concrete,
polymer concrete, and many other body
materials. Reduction of BULK’s body weight
protects the safety of installers while shortening
installation times. Additionally, with BULK
bodies, cutting ducts in the field produces no
harmful dust contaminants which could lead to
installer respiratory issues.
All SHIELD covers meet or exceed 33,750
pound-force or 150 kilonewtons in strength.
They never break and offer a lid weight
reduction over concrete and polymer concrete
of 50%, and over 70% when compared to cast
iron. SHIELD’s lighter weight design cover
reduces craft injuries while improving health
and safety specifications.
Consumers also benefit from SHIELD’s
patented anti-slip design and anti-trip features.
SHIELD’s cover tread design raises global
industry standards by offering 20% greater
slip resistance when compared to concrete,
polymer concrete, steel or cast iron covers.
SHIELD meets and exceeds Australia AS4586
skid specification, the highest global standard in
the world!
Overall, BULK’s strength in combination with
Channell’s SHIELD covers offers a universal
solution to meet and exceed every company’s
needs. Safety always comes first, and that’s why
BULK and SHIELD are tested to the highest
standards available in the global market and
Channell is proud to have pioneered Endurance
Stress Testing (EST™) which analyzes cover
fatigue in the field. EST™ provides essential data
on the life expectancy of a SHIELD lid in the
field and confirms its potential life expectancy.
Product design, product innovation, safety
attributes, and new manufacturing technology is
why global customers are specifying Channell’s
BULK and SHIELD products for their new OSP
infrastructure requirements.
channell.com
TECHNICAL SPECIFICATIONS
Design and specifications may vary.
Anti-Slip Tread Design Anti-Trip Cover Recessed Lifting Pin with Cover
Non-Seizing Bolt System
Allows Field Replacement
Flush Mounted Sidewall Racks
Increase Usable Space
Mounting Studs Winterized Cable
Drop Slide
STANDARD FEATURES
Logo Puck
(Custom Options Available)
Swing-Arm with Butterfly
Mounting Plate
Marker Locator Device Cable Hook
Bracket
L-Bolt Security System
(SHIELD Cover Shown)
Step Bracket
with Wedge
OPTIONAL FEATURES
BULK 3 Series TECHNICAL SPECIFICATIONS
THE NEW SOLUTION
HDPE Plastic Cover
Light Duty 3,000 lbf (13.5 kN)
Ductile Iron Cover and Ring
56,200 lbf (250 kN)
SUPER
BULK Vault Body
60,000 lbf (267 kN)
1 body
3 covers
Composite Ring
Optional
SPECIFICATION PROOF LOAD PRODUCTS
AMERICAS STANDARDS
Pedestrian/Light Duty 3,000 lbf (13.5 kN)
ANSI/SCTE 77 TIER 22 33,750 lbf (150 kN)
AASHTO M-306-10 H 20 40,000 lbf (178 kN)
AASHTO M-306-10 H 25 50,000 lbf (222.4 kN)
ASTM-457 46,000 lbf (205 kN)
EMEA STANDARDS
Pedestrian/Light Duty 2,250 lbf (10 kN)
EN 124 Class B125 28,100 lbf (125 kN)
EN 125 Class C125 56,200 lbf (250 kN)
APAC STANDARDS
Pedestrian/Light Duty 3,370 lbf (15 kN)
AS3996-Class B 18,000 lbf (80 kN)
AS3996-Class C 33,750 lbf (150 kN)*
SUPER
SUPER
SUPER
SUPER
Split and Pedestal
Mount Available
®
Composite Cover
33,750 lbf (150kN)
channell.com
TECHNICAL SPECIFICATIONS
BODY DESIGN
BULK 3 Series
Straight wall design improves lid
load strength.
Flush mounted racks enhance sidewall
and vertical strength of pit while
increasing usable space.
Ribbed sidewall design secures
body into backfill soil and
eliminates sidewall deflection.
HDPE bodies provide easy field
alteration while eliminating water
absorption and material degradation
while maintaining structural integrity,
and eliminating toxic fiberglass dust.
MADE IN USA
UNITED STATES
214.304.7800
CANADA
905.565.1700
EUROPE, MIDDLE EAST, AFRICA
44.1322.312590
www.channell.com
AUSTRALIA, ASIA, PACIFIC RIM
61.2.8884.4111
BULK 3 Series TECHNICAL SPECIFICATIONS
©2024 Channell Commercial Corporation. All rights reserved. 061224 457
18"
552
21 3/4"
34"
[865]
30 1/2"
[776]
17 1/2"
[445]
2"
[49]
21 3/4"
[552]
33 3/8"
[847]
2.00°
BODY SPECIFICATIONS
Cover Weight 26 lbs [12 kg]
Pit Weight 63 lbs [29 kg]
Assembled Weight 89 lbs [41 kg]
BULK 3 Vault Body
34” [865 mm] Depth
Shown
Drawing shown with
Composite Cover
ADDITIONAL BODY DEPTHS
33 3/8"
[847]
17 1/2"
[445] 30 1/2"
[776]
24"
[476]
30 1/2"
[776]
2"
[49]
17 1/2"
[445]
33 3/8"
[847] 21 3/4"
[552]
34"
[865]
14"
[357]
[
484
19 1/8"
342
13 1/2"
34"
[865]
30 1/2"
[776]
17 1/2"
[445]
2"
[49]
552
21 3/4"
33 3/8"
[847]
24"
[476]
17 1/2"
[445]
33 3/8"
[847]
34"
[865]
18"
[457]
484
19 1/8"
342
13 1/2"
34"
[865]
30 1/2"
[776]
17 1/2"
[445]
2"
[49]
552
21 3/4"
33 3/8"
[847]
847
33 3/8"
776
30 1/2"
49 2"
552
21 3/4"
445
17 1/2"
63 2 1/2"
749
29 1/2"
419
16 1/2"
34"
442
17 3/8" 772
30 3/8"
50 2"
457
18"
848
33 3/8" 552
21 3/4"
31"
[788]
34"
[865]
17 1/2"
[445]
33 3/8
[847]
847
33 3/8"
776
30 1/2"
49 2"
749
29 1/2"
772
30 3/8"
50 2"
552
21 3/4"
24"
[608]
484
19 1/8"
13 34"
[865]
30 1/2"
[776]
17 1/2"
[445]
2"
[49]
552
21 3/4"
33 3/8"
[847]
25 lbs [11 kg]
30 lbs [14 kg]
45 lbs [20 kg]
57 lbs [26 kg]
®
Issued for Bid – 04/07/2025
Grade Level Box Bulk 9 Series
channell.com
TECHNICAL SPECIFICATIONS
Now with ™ Covers
Grade Level Box BULK
FEATURES
• Upgradeable
• Lightweight/Strong (TIER 22)
• Patented Anti-Slip Technology
• Anti-Seize Bolt Technology
• Industry Leader in Anti-Trip
Hazard Prevention
• Superior Fatigue Resistance (EST)™
• Vertical and Horizontal Rib Design
• Embedded Vertical Racking
• Reduced Installation Cost
• Highest Load Rating to Weight
Ratio in the Industry
TESTING CRITERIA
Covers meet or exceed:
• EST™ 3 Million Cycles
• Telecordia GR-902-CORE
• Western Underground Committee
Guide 3.6
• ANSI/SCTE 77 2013-TIER 22
• EN124 Class B125
Bodies meet or exceed:
• Telecordia GR-902-CORE
• Western Underground Committee
Guide 3.6
• ANSI/SCTE 77 2013-TIER 22
• EN 124 Class B125/C250
• ASTM-457
• AASHTO M-306 (H-20/25)
• AS3996-Class B/C
24"
[605]
36"
[913]
75 1/4"
[1910]
3"
[75]
37 1/2"
[954]
48"
1215]
75 1/4"
[1910]
3"
[75]
42”/1067 mm depth
36”/914 mm depth
channell.com
BULK 9 Series TECHNICAL SPECIFICATIONS
Anti-Slip Tread Design Anti-Trip Cover Recessed Lifting Pin with Cover
Non-Seizing Bolt System
Allows Field Replacement
Flush Mounted Sidewall Racks
Increase Usable Space
STANDARD FEATURES
Design and specifications may vary.
PRODUCT SUMMARY
With over 90 years experience in global (OSP)
infrastructure, Channell has developed the
most advanced pit and chamber technology
in the world! Channell’s BULK and SHIELD
patented designs with the complement of
SUPER BULK for roadway applications offer
global users, consumer, and craft installers
safety benefits never before contemplated, but
critical when considering new global health and
safety standards.
BULK’s lightweight design increases installation
efficiencies while improving overall body weight
carrying load capacities versus concrete,
polymer concrete, and many other body
materials. Reduction of BULK’s body weight
protects the safety of installers while shortening
installation times. Additionally, with BULK
bodies, cutting ducts in the field produces no
harmful dust contaminants which could lead to
installer respiratory issues.
All SHIELD covers meet or exceed 33,750
pound-force or 150 kilonewtons in strength.
They never break and offer a lid weight
reduction over concrete and polymer concrete
of 50%, and over 70% when compared to cast
iron. SHIELD’s lighter weight design cover
reduces craft injuries while improving health
and safety specifications.
Consumers also benefit from SHIELD’s
patented anti-slip design and anti-trip features.
SHIELD’s cover tread design raises global
industry standards by offering 20% greater
slip resistance when compared to concrete,
polymer concrete, steel or cast iron covers.
SHIELD meets and exceeds Australia AS4586
skid specification, the highest global standard in
the world!
Overall, BULK’s strength in combination with
Channell’s SHIELD covers offers a universal
solution to meet and exceed every company’s
needs. Safety always comes first, and that’s why
BULK and SHIELD are tested to the highest
standards available in the global market and
Channell is proud to have pioneered Endurance
Stress Testing (EST™) which analyzes cover
fatigue in the field. EST™ provides essential data
on the life expectancy of a SHIELD lid in the
field and confirms its potential life expectancy.
Product design, product innovation, safety
attributes, and new manufacturing technology is
why global customers are specifying Channell’s
BULK and SHIELD products for their new OSP
infrastructure requirements.
Mounting Studs Winterized Cable
Drop Slide
4 Lifting Points 8 Multiple Conduit Points
at Each End
Logo Puck
(Custom Options Available)
Swing-Arm with Butterfly
Mounting Plate
Marker Locator Device Cable Hook
Bracket
L-Bolt Security System
(SHIELD Cover Shown)
Step Bracket
with Wedge
OPTIONAL FEATURES
BULK 9 Series TECHNICAL SPECIFICATIONS
THE NEW SOLUTION
Composite Cover
33,750 lbf (150 kN)
BULK Vault Body
60,000 lbf (267 kN)
SPECIFICATION PROOF LOAD PRODUCTS
AMERICAS STANDARDS
ANSI/SCTE 77 TIER 15 22,500 lbf (100 kN)
ANSI/SCTE 77 TIER 22 33,750 lbf (150 kN)
EMEA STANDARDS
Pedestrian/Light Duty 2,250 lbf (10 kN)
EN 124 Class B125 28,100 lbf (125 kN)
APAC STANDARDS
Pedestrian/Light Duty 3,370 lbf (15 kN)
AS3996-Class B 18,000 lbf (80 kN)
AS3996-Class C 33,750 lbf (150 kN)
channell.com
BULK 9 Series TECHNICAL SPECIFICATIONS
BODY DESIGN
Straight wall design improves lid
load strength.
Flush mounted racks enhance sidewall
and vertical strength of pit while
increasing usable space.
Stainless steel tube is constructed
into sidewall of pit to prevent sidewall
deflection on BULK bodies 18”
(457 mm) and deeper.
Ribbed sidewall design secures
body into backfill soil and
eliminates sidewall deflection.
HDPE bodies provide easy field
alteration while eliminating water
absorption and material degradation
while maintaining structural integrity,
and eliminating toxic fiberglass dust.
A Crossbar Support
B Standard flush mounted sidewall racks
B A B
1881.717mm
74.08in
BULK 9 Series TECHNICAL SPECIFICATIONS
THE NEW SOLUTION
Composite Cover
33,750 lbf (150 kN)
BULK Vault Body
60,000 lbf (267 kN)
SPECIFICATION PROOF LOAD PRODUCTS
AMERICAS STANDARDS
ANSI/SCTE 77 TIER 15 22,500 lbf (100 kN)
ANSI/SCTE 77 TIER 22 33,750 lbf (150 kN)
EMEA STANDARDS
Pedestrian/Light Duty 2,250 lbf (10 kN)
EN 124 Class B125 28,100 lbf (125 kN)
APAC STANDARDS
Pedestrian/Light Duty 3,370 lbf (15 kN)
AS3996-Class B 18,000 lbf (80 kN)
AS3996-Class C 33,750 lbf (150 kN)
Issued for Bid – 04/07/2025
Design Plans
City of Rolling Hills, 2QQ-RULE 20B INSTALL UG STATLER 16KV WALTERIA SUB Project No. 2025-02.
1. Ampirical Engineering Construction Plans for Issued Bid
2. Southern California Edison
3. COX Communications
4. Frontier Communications
5. Crown Castle
Issued for Bid – 04/07/2025
Ampirical Engineering
1 213 47 107 3500715 2111184-RULE 20B-UG INSTALL Contact USA Dial 811 or 800-422-4133 www.digalert.org/contact SHEET 3 SHEET 4 SHEET 5 VICINITY MAP NO SCALE INDEX MAP NO SCALE CITY OF ROLLING HILLS TD2111184 2QQ RULE 20B INSTALL UG STATLER 16KV % WALTERIA SUB CITY OF ROLLING HILLS TRENCH BACKFILL AND PAVEMENT REPAIRS NOTES: A. BELOW GROUND 1A. SEE STANDARD PLAN 2A. FOR TRENCHES LONGER THAN 200’ OR LARGER THAN 1,000 SQUARE FEET, A LICENSED SOILS ENGINEER SHALL BE PRESENT TO MONITOR THE NATIVE OR IMPORTED BACKFILL OPERATION AND TEST FOR COMPACTION AT 100’ OR 200 SQUARE FOOT MAXIMUM INTERVALS. 3A. IN AREAS NOT IN EXISTING ROADWAY, BACKFILL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% 4A. EXCAVATED MATERIAL NOT APPROVED FOR USE IN TRENCH BACKFILL SHALL BE REMOVED FROM JOB SITE UNLESS OTHERWISE USED IN THE WORK. 5A. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS. 6A. ALL SHORING SHALL BE DESIGNED BY A CIVIL ENGINEER IN ACCORDANCE WITH SOIL REPORT. B. VISIBLE SURFACE: 1B. CRACKS SHALL BE SEALED AND A TYPE 2 SLURRY SEAL COATING WITH 2% LATEX SHALL BE APPLIED FROM LANE LINE TO LANE LINE FOR LONGITUDINAL TRENCHES GREATER THAN 200’ IN LENGTH FOR ANY LANE AFFECTED. C. METHODOLOGY 1C. AT THE END OF EACH WORK DAY, ANY TRENCH IN AN ARTERIAL ROAD SHALL BE COVERED BY NON-SKID STEEL PLATES OR BE PAVED WITH TEMPORARY OR PERMANENT PAVEMENT FLUSH WITH ADJACENT PAVEMENT SURFACES. SECURED IN PLACE, RAMPED WITH A.C. AND NOT USED FOR MORE THAN 48 CONSECUTIVE HOURS ON THE SAME SEGMENT OR TRENCH. “PLATE AHEAD’ SIGN9S0 SHALL BE PROPERTY INSTALLED WHEN PLATES ARE IN USE. OTHER CITY STREETS MAY HAVE LESSER REQUIREMENTS AND WILL BE CONSIDERED ON A CASE BY CASE BASIS. 2C. ALL TRAFFIC LANES SHALL BE CLEANED AND RESTORED FOR USE IMMEDIATELY UPON PLACEMENT OF TEMPORARY A.C. PAVEMENT, TRENCH PLATES AND/OR FINAL A.C. PAVEMENT. 3C. ALL TRAFFIC STRIPING AND/OR MARKING(S) REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND AS DIRECTED. 4C. TRAFFIC CONTROL SHALL BE PER CONTRACTORS “CONSTRUCTION TRAFFIC CONTROL PROCEDURES ON CITY STREETS” AS SUBMITTED TO AND APPROVED BY THE RHCA. 5C. A COLLECTION DEVICE SHALL BE USED TO COLLECT SEDIMENTS GENERATED DURING SAWCUTTING OPERATION. 6C. ALL PAVEMENT REMOVALS SHALL USE STRAIGHT LIGHT SAWCUTS A MINIMUM OF 1.5” DEEP. D. BEST MANAGEMENT PRACTICES 1D. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR / DEVELOPER TO SUBMIT FOR APPROVAL THEIR CONSTRUCTION BEST MANAGEMENT PRACTICES THAT MEET AND EXCEED THE REQUIREMENTS SET FORTH IN THE PROJECTS PERMITS AND ENVIRONMENTAL REQUIREMENTS. THIS INCLUDES, BUT IS NOT LIMITED TO THE PROJECT'S RECORD OF ENVIRONMENTAL CONSIDERATION, FEMA ENDANGERED SPECIES ACT REVIEW FORM, LIST OF TYPICAL BEST MANAGEMENT PRACTICES AND STANDARD MITIGATION GRANT PROGRAM CONDITIONS. 2D. PER THE PROJECT'S RECORD OF ENVIRONMENTAL CONSIDERATION, ACTIONS / MITIGATION / MINIMIZATION / MONITORING REQUIRE ATTENTION AND ACTIONS PRIOR TO AND DURING CONSTRUCTION FOR THE CALIFORNIA GNATCATCHER AND NATIVE AMERICAN HISTORIC PRESERVATION. CONTRACTOR / DEVELOPERS CONSTRUCTION BEST MANAGEMENT PRACTICES TO INCLUDE THE PROPOSED PLAN TO ADHERE TO THE RECORD OF ENVIRONMENTAL CONSIDERATION REQUIREMENTS. NEW PAVEMENT 6" MIN EXIST. PAVEMENT SAW CUT INDICATE SIZE AND TYPE OF CONDUIT BACKFILL AS REQUIRED (SEE ATTACHED UTILITY INSTALLATIONS REQUIREMENTS) STANDARD DETAIL UTILITY TRENCH T-SECTION NOT TO SCALE NOTE THIS DETAIL APPLIES TO STREETS WITHIN ROLLING HILLS COMMUNITY ASSOCIATION EASEMENT / RIGHT OF WAY STANDARD DETAIL UTILITY TRENCH T-SECTION NOT TO SCALE NOTE THIS DETAIL APPLIES TO STREETS WITHIN ROLLING HILLS COMMUNITY ASSOCIATION EASEMENT / RIGHT OF WAY NEW A.C. EXIST. A.C. PAVEMENT SAW CUT COMPACTED FILL (SEE SPEC.) SLOPE PER SOIL REPORT CONDUIT BEDDING NOTE SEE NOTE 1A NEW BASE (TYP.) SEE SPEC 04/01/25 ISSUED FOR BID JL KD RG
3500715 2111184-RULE 20B-UG INSTALL Contact USA Dial 811 or 800-422-4133 www.digalert.org/contact CITY OF ROLLING HILLS TD2111184 2QQ RULE 20B INSTALL UG STATLER 16KV % WALTERIA SUB 04/01/25 ISSUED FOR BID JL KD RG
VT VT
VT VT 3500715 2111184-RULE 20B-UG INSTALL Contact USA Dial 811 or 800-422-4133 www.digalert.org/contact CITY OF ROLLING HILLS TD2111184 2QQ RULE 20B INSTALL UG STATLER 16KV % WALTERIA SUB 27 EASTFIELD DR 25 EASTFIELD DR 23 EASTFIELD DR 21 EASTFIELD DR 20 EASTFIELD DR 22 EASTFIELD DR 24 EASTFIELD DR 29 EASTFIELD DR 31 EASTFIELD DR 33 EASTFIELD DR 26 EASTFIELD DR 28 EASTFIELD DR 18 EASTFIELD DR 2 OUTRIDER RD FTR_HH #13 FTR_HH #12 FTR_HH #14 FTR_PB#4 FTR_HH #15 FTR_HH #16 FTR_HH #17 FTR_PB#5 MATCHLINE "A" - SEE SHEET 4 13 13 12 9 7 8 5 1 11 15 16 2 34 7 4 6 COX_HH#17 COX_HH#19 CC_VT#8 CC_VT#7 CC_VT#6 COX_PB#5 COX_HH#14 & #15 CC_VT#5 COX_HH#13 COX_HH#11 & #12 COX_HH#16 COX_14X22 PED #2 FRONTIER HAND HOLES FTR_HH#12 PLACE NEW 2' X 3' HH #12 33.756157,-118.335268 FTR_HH#13 PLACE NEW 2' X 3' HH #13 33.756601,-118.335466 FTR_HH#14 PLACE NEW 2' X 3' HH #14 33.757039,-118.335949 FTR_HH#15 PLACE NEW 2' X 3' HH #15 33.757471,-118.335604 FTR_HH#16 PLACE NEW 2' X 3' HH #16 33.757445,-118.335099 FTR_HH#17 PLACE NEW 2' X 3' HH #17 33.757176,-118.334392 PULL BOXES FTR_PB#4 PLACE NEW 3' X 5' PULLBOX #4 33.756741,-118.335819 FTR_PB#5 PLACE NEW 3' X 5' PULLBOX #5 33.757239,-118.334564 COX HAND HOLES COX_HH#11 PLACE NEW 17" X 30" VAULT COX_HH#12 PLACE NEW 17" X 30" VAULT COX_HH#13 PLACE NEW 17" X 30" VAULT COX_HH#14 PLACE NEW 17" X 30" VAULT COX_HH#15 PLACE NEW 17" X 30" VAULT COX_HH#16 PLACE NEW 17" X 30" VAULT COX_HH#17 PLACE NEW 17" X 30" VAULT COX_HH#18 PLACE NEW 17" X 30" VAULT COX_HH#19 PLACE NEW 17" X 30" VAULT PULL BOXES COX_PB#5 PLACE NEW 14" X 22" PED & 3' X 5' PULL BOX PED COX_PED#2 PLACE NEW 14" X 22" PED & 3' X 5' PULL BOX CROWN CASTLE VAULTS CC_VT#5 PLACE NEW 30" X 48" VAULT IN DIRT @ STA - 77+83 17' FROM CL (VT5) CC_VT#6 PLACE NEW 30"X48" VAULT IN DIRT @ STA - 81+88 17' FROM CL (VT6) CC_VT#7 PLACE NEW 30"X48" VAULT IN DIRT @ STA - 85+58 18' FROM CL (VT7) CC_VT#8 PLACE NEW 30"X48" VAULT IN DIRT @ STA - 89+56 24' FROM CL (VT8) VT NOTE: CROWN ONLY TRENCH FOR REROUTE AROUND SCE VAULTS AND FOR CROWN CASTLE VAULTS CC ONLY TRENCH CC ONLY TRENCH 4471032E GENERAL NOTE: JOINT TRENCH TO PANEL WITH 4 CONDUITS 1-3" SCE, 2-2" COX, & 1-2" FRONTIER. GENERAL NOTE: JOINT TRENCH TO PANEL WITH 4 CONDUITS 1-3" SCE, 2-2" COX, & 1-2" FRONTIER. COX ONLY TRENCH COX ONLY TRENCH COX ONLY TRENCH FTR ONLY TRENCH FTR ONLY TRENCH 04/01/25 ISSUED FOR BID JL KD RG CC ONLY TRENCH CC ONLY TRENCH CC ONLY TRENCH CC ONLY TRENCH COX_HH#18 18 COX ONLY TRENCH COX ONLY TRENCH PLACE 56' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #5 TO NEW 2'X3' HH #17 HANDHOLE NOTE: PULLBOX NOTE: DD EE FRONTIER NOTES: PLACE 313' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #5 TO EXISTING POLE 447032E DD PLACE 609' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #4 TO NEW 3'X5' PULLBOX #5 CC PLACE 450' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #4 TO NEW 2'X3' HH #16 BBCC PLACE 609' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #4 TO NEW 3'X5' PULLBOX #5 PLACE 306' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #4 TO NEW 2'X3' HH #15 AA PLACE 609' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #4 TO NEW 3'X5' PULLBOX #5 Y PLACE 114' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #4 TO NEW 2'X3' HH #14 X PLACE 162' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #4 TO NEW 2'X3' HH #13 W PLACE 417' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #3 TO NEW 3'X5' PULLBOX #4 V PLACE 290' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #3 TO NEW 2'X3' HH #12 V W X FF EE CC BB AA Y FF C-F C-G PLACE (2) 2IN CONDUITS IN AND OUT OF ALL 17X30 VAULTS COX NOTES: C-G PLACE NEW 3X5 VAULT (8) 2" CONDUITS C-F
VT VT VT 3500715 2111184-RULE 20B-UG INSTALL Contact USA Dial 811 or 800-422-4133 www.digalert.org/contact CITY OF ROLLING HILLS TD2111184 2QQ RULE 20B INSTALL UG STATLER 16KV % WALTERIA SUB 28 EASTFIELD DR 35 EASTFIELD DR 2 CHUCKWAGON RD 4 CHUCKWAGON RD 1 CHUCKWAGON RD 37 EASTFIELD DR 39 EASTFIELD DR 30 EASTFIELD DR 32 EASTFIELD DR 34 EASTFIELD DR 36 EASTFIELD DR 38 EASTFIELD DR 1 OUTRIDER RD 3 OUTRIDER RD 5 OUTRIDER RD FTR_HH #8 FTR_HH #7 FTR_PB #2 FTR_HH #10 FTR_HH #9 FTR_HH #11 FTR_PB #3 MATCHLINE "B" - SEE SHEET 5 MATCHLINE "A" - SEE SHEET 3 2829 23 15 10 12 COX_HH#10 COX_HH#9 COX_HH#8 COX_24X36 NODE PED #1 COX_PB#4 CC_VT#4 CC_VT#3 COX_HH#6 COX_HH#7 FRONTIER HAND HOLES FTR_HH#7 PLACE NEW 2' X 3' HH #7 33.754382,-118.334725 FTR_HH#8 PLACE NEW 2' X 3' HH #8 33.754394,-118.334913 FTR_HH#9 PLACE NEW 2' X 3' HH #9 33.754742, -118.335046 FTR_HH#10 PLACE NEW 2' X 3' HH #10 33.754840,-118.335196 FTR_HH#11 PLACE NEW 2' X 3' HH #11 33.755331,-118.335190 PULL BOXES FTR_PB#2 PLACE NEW 3' X 5' PULLBOX #2 33.754597,-118.335056 FTR_PB#3 PLACE NEW 3' X 5' PULLBOX #3 33.755799,-118.335216 COX HAND HOLES COX_HH#5 PLACE NEW 17" X 30" VAULT COX_HH#6 PLACE NEW 17" X 30" VAULT COX_HH#7 PLACE NEW 17" X 30" VAULT COX_HH#8 PLACE NEW 17" X 30" VAULT COX_HH#9 PLACE NEW 17" X 30" VAULT COX_HH#10 PLACE NEW 17" X 30" VAULT COX_HH#11 PLACE NEW 17" X 30" VAULT COX_HH#12 PLACE NEW 17" X 30" VAULT COX_HH#13 PLACE NEW 17" X 30" VAULT PULL BOXES COX_PB#3 PLACE NEW 3' X 5' VAULT (8) 2" CONDUITS COX_PB#4 PLACE NEW 24" X 36" NODE PED AND A 3' X 5' VAULT. THERE SHOULD BE (10) 2" CONDUITS STUB OUT HERE PED COX_PED#1 PLACE A 24" X 36" NODE PED AND A 3' X 5' VAULT. THERE SHOULD BE (10) 2" CONDUITS STUB OUT HERE CROWN CASTLE VAULTS CC_VT#3 PLACE NEW 30" X 48" VAULT IN DIRT @ STA - 73+12 20' FROM CL (VT3) CC_VT#4 PLACE NEW 30" X 48" VAULT IN DIRT @ STA - 46+97 21' FROM CL (VT4) VT CC ONLY TRENCH CC ONLY TRENCH 4998608E CC ONLY TRENCH NOTE: CROWN ONLY TRENCH FOR REROUTE AROUND SCE VAULTS AND FOR CROWN CASTLE VAULTS 41 EASTFIELD DR COX ONLY TRENCH GENERAL NOTE: JOINT TRENCH TO PANEL WITH 2 CONDUITS 1-3" SCE, 1-2" FRONTIER COX ONLY TRENCH COX ONLY TRENCH COX ONLY TRENCH FTR ONLY TRENCH FTR ONLY TRENCH COX_HH#5 04/01/25 ISSUED FOR BID JL KD RG CC ONLY TRENCH 33 7 OUTRIDER RD HANDHOLE NOTE: PLACE (2) 2IN CONDUITS IN AND OUT OF ALL 17X30 VAULTS PULLBOX NOTE: PLACE NEW 3X5 VAULT (8) 2" CONDUITS PLACE 417' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #3 TO NEW 3'X5' PULLBOX #4 T FRONTIER NOTES: PLACE 442' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #2 TO NEW 3'X5' PULLBOX #3 S PLACE 470' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #3 TO EXISTING POLE 4998608E R PLACE 470' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #3 TO EXISTING POLE 4998608E Q PLACE 195' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #3 TO NEW 2'X3' HH #11 P PLACE 442' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #3 TO NEW 3'X5' PULLBOX #2 O PLACE 100' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #2 TO NEW 2'X3' HH #10 N PLACE 100' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #2 TO NEW 2'X3' HH #9 M PLACE 271' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #1 TO NEW 3'X5' PULLBOX #2 L PLACE 80' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #2 TO NEW 2'X3' HH #8 K PLACE 115' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #2 TO NEW 2'X3' HH #7 C-CL K M OP R Q S T 19 U C-E PLACE (2) 2IN CONDUITS COX NOTES: PLACE A 24X36 NODE PED AND A 3X5 VAULT THERE SHOULD BE 10 2 IN CONDUITS CONDUITS STUB OUT HERE C-D C-C PLACE (2) 2IN CONDUITS EXPRESS TO 3X5 AT 41 EASTFIELD TO 3X5 AT 30 EASTFIELD N C-D C-E U
VT VT VT CITY OF ROLLING HILLS TD2111184 2QQ RULE 20B INSTALL UG STATLER 16KV % WALTERIA SUB 3500715 2111184-RULE 20B-UG INSTALL Contact USA Dial 811 or 800-422-4133 www.digalert.org/contact 40 EASTFIELD DR 47 EASTFIELD DR 42 EASTFIELD DR 9 OUTRIDER RD 11 OUTRIDER RD 13 OUTRIDER RD 46 EASTFIELD DR 44 EASTFIELD DR 24 OUTRIDER RD 45 EASTFIELD DR 20 OUTRIDER RD18 OUTRIDER RD 16 OUTRIDER RD 14 OUTRIDER RD 12 OUTRIDER RD 7 OUTRIDER RD 41 EASTFIELD DR FTR_HH #1 FTR_HH #2FTR_HH #3 FTR_HH #4 FTR_HH #6 FTR_ PB #1 MATCHLINE "B" - SEE SHEET 4 22 26 47 48 46 44 45 20 37 38 35 43 39 40 COX_HH#4 COX_HH#3 CC_VT#2 FTR_HH #5 COX_HH#1 COX_PB#1 COX_HH#2 CC_VT#1 COX_PB#3 FRONTIER HAND HOLES FTR_HH#1 PLACE NEW 2' X 3' HH #1 33.752376,-118.334156 FTR_HH#2 PLACE NEW 2' X 3' HH #2 33.752533,-118.333760 FTR_HH#3 PLACE NEW 2' X 3' HH #3 33.753231,-118.333605 FTR_HH#4 PLACE NEW 2' X 3' HH #4 33.753456,-118.333783 FTR_HH#5 PLACE NEW 2' X 3' HH #5 33.753621,-118.333985 FTR_HH#6 PLACE NEW 2' X 3' HH #6 33.754115,-118.334463 PULL BOXES FTR_PB#1 PLACE NEW 3' X 5' PULLBOX #1 33.753992,-118.334539 COX HAND HOLES COX_HH#1 PLACE NEW 17" X 30" VAULT COX_HH#2 PLACE NEW 17" X 30" VAULT COX_HH#3 PLACE NEW 17" X 30" VAULT COX_HH#4 PLACE NEW 17" X 30" VAULT PULL BOXES COX_PB#1 PLACE (2) 2" CONDUITS EXPRESS TO 3' X 5' AT 41 EASTFIELD RD COX_PB#2 PLACE (2) 2" CONDUITS EXPRESS TO 3' X 5' AT 41 EASTFIELD RD COX_PB#3 PLACE NEW 3' X 5' VAULT (8) 2" CONDUITS CROWN CASTLE VAULTS CC_VT#1 PLACE NEW 30" x 48" VAULT IN DIRT @ STA - 64+13 16' FROM CL (VT1) CC_VT#2 PLACE NEW 30" x 48" VAULT IN DIRT @ STA - 69+36 21' FROM CL (VT2) VT COX_ PB #2 COX ONLY TRENCH CC ONLY TRENCH CC ONLY TRENCH P653070 COX ONLY TRENCH GENERAL NOTE: JOINT TRENCH TO PANEL WITH 2 CONDUITS 1-3" SCE & 1-2" FRONTIER. GENERAL NOTE: JOINT TRENCH TO PANEL WITH 4 CONDUITS 1-3" SCE 2-2" COX, & 1-2" FRONTIER. NOTE: CROWN ONLY TRENCH FOR REROUTE AROUND SCE VAULTS AND FOR CROWN CASTLE VAULTS COX ONLY TRENCH CC ONLY TRENCH 38 EASTFIELD DR COX ONLY TRENCH HANDHOLE NOTE: PLACE (2) 2IN CONDUITS IN AND OUT OF ALL 17X30 VAULTS PULLBOX NOTE: PLACE NEW 3X5 VAULT (8) 2" CONDUITS SEE TD2084825 A B CC-A J FRONTIER NOTES: PLACE 271' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #1 TO NEW 3'X5' PULLBOX #2 I FTR ONLY TRENCH: PLACE 55' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #1 TO NEW 2'X3' HH #6 H PLACE 734' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #1 TO NEW 2'X3' HH #1 G PLACE 235' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #1 TO NEW 2'X3' HH #5 F PLACE 327' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #1 TO NEW 2'X3' HH #4 E PLACE 405' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #1 TO NEW 2'X3' HH #3 D PLACE 734' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #1 TO NEW 2'X3' HH #1 C PLACE 734' OF 2-4" PVC FROM NEW 3'X5' PULL BOX #1 INTERSECTION OF 1-2" PVC FROM TD2084825 (RULE 20A) B PLACE 650' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #1 TO NEW 2'X3' HH #2 A PLACE 764' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #1 TO NEW 2'X3' HH #1 C-B PLACE (2) 2IN CONDUITS EXPRESS TO 3X5 AT 41 EASTFIELD TO 3X5 AT 30 EASTFIELD COX NOTES: C-A PLACE (2) NEW 2 IN CONDUITS EXPRESS TO 3X5 AT 41 EASTFIELD D E F G H C-BIJ 04/01/25 ISSUED FOR BID JL KD RG
3500715 2111184-RULE 20B-UG INSTALL Contact USA Dial 811 or 800-422-4133 www.digalert.org/contact LEGEND DIRT / SAND GRASS / GROUNDCOVER STONE WALL CONCRETE / DRIVEWAY MEASUREMENTS & SCALE 1. MEASUREMENTS SHOWN ON SITE DETAILS ARE ESTIMATES BASED ON FIELDING INFORMATION AND GOOGLE EARTH. 2. CONTRACTOR / DEVELOPER IS RESPONSIBLE FOR VERIFYING ACTUAL TRENCH MEASUREMENTS. 3. NOT ALL OF THE SITE DETAILS ARE SHOWN FOR ALL UNDERGROUND SERVICE RUNS TO CUSTOMERS ALONG THE PROJECT ROUTE. CONTRACTOR IS ADVISED TO MINIMIZE DISRUPTIONS AND IMPACTS TO CUSTOMERS LANDSCAPE AND HARDSCAPE. CONTRACTOR IS RESPONSIBLE FOR REPLACING ALL LANDSCAPE AND HARDSCAPE IN KIND, LIKE FOR LIKE. 4. PLAN VIEW DETAILS ARE ONLY SHOWN FOR LOCATIONS WHERE A KNOWN PANEL RELOCATION IS NEEDED. PANEL RELOCATIONS SHOWN ARE TO BE RELOCATED NO MORE THAN 6 FT AWAY, AFCI BREAKERS ARE REQUIRED IN THAT NEW MAIN SERVICE PANEL. HOWEVER, THIS WOULDN'T BE REQUIRED IF THE CONTRACTOR IS ABLE TO REPLACE THE EXISTING MAIN SERVICE PANEL WITH A SUBPANEL IN THE SAME LOCATION. THE NEW MAIN SERVICE PANEL LOCATION WOULD THEN ONLY HAVE A FEEDER BREAKER AND LARGER GAUGE WIRES TO RE-FEED THE NEW SUBPANEL. 5. ALL OTHER PANEL LOCATIONS FOR RESIDENCES NOT SHOWN IN THE SITE DETAILS ARE TO REMAIN IN PLACE. CITY OF ROLLING HILLS TD2111184 2QQ RULE 20B INSTALL UG STATLER 16KV % WALTERIA SUB PANEL RELOCATION SITE DETAILS 9 H201C HH 17" x30" x18" 12 H202A HH 17" x30" x18" 33 H205E HH 17" x30" x18" 38 H207A HH 17" x30" x18" CURB GUTTER DRIVEWAY DRIVEWAY STRUCTURE DRIVEWAY STRUCTURE CURB GUTTER PROPERTY LINE PROPERTY LINE STRUCTURE DRIVEWAY STRUCTURE PROPERTY LINE GUTTER CURB DRIVEWAY STRUCTURE PROPERTY LINE DRIVEWAY GUTTER CURB CURB GUTTER ROCK PAVERS 27 EASTFIELD DR 29 EASTFIELD DR 38 EASTFIELD DR 42 EASTFIELD DR ASPHALT / DRIVEWAY RETAINING WALL WATERFALL / POND RETAINING WALL RETAINING WALL RETAINING WALL PROPERTY LINE CURB GUTTER STRUCTURE STRUCTURE DRIVEWAY 48 X7648 HH 17" x30" x18" 46 EASTFIELD DR NATURAL ROCK FEATURE FENCE IN: 64' 1/0 1P IN: 32' 1/0 1P IN: 154' 1/0 1P IN: 84' 1/0 1P IN: 91' 1/0 1P 04/01/25 ISSUED FOR BID JL KD RG JOINT TRENCH FROM P/L (P/U PT C) TO PNL JOINT TRENCH FROM P/L TO PNL JOINT TRENCH FROM P/L (P/U PT C) TO PNL JOINT TRENCH FROM P/L TO HH207B PNL JOINT TRENCH FROM P/L TO PNL
Issued for Bid – 04/07/2025
Southern California Edison
A
A
BB
A
A
BB
A
A
Issued for Bid – 04/07/2025
COX Communications
A
A
BB
A
A
BB
A
A
Issued for Bid – 04/07/2025
Frontier Communications
DWG BY: DATE:
WIRE CENTER NAME:
FRONTIER WORK ORDER
SCALE:
W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 02/17/2025 COVER
90274
5359637
CITY
ROLLING HILLS
UNDERGROUND
SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS
BEFORE YOU DIG
OF SOUTHERN CALIFORNIA ADDRESS
EASTFIELD DR
WO # 5359637
PROJECT LOCATION
WORK ENDS AT
POLE 447032E
33.7570363, -118.3336494
WORK STARTS AT
POLE 4855307E
33.7524152, -118.334139
SUBSTRUCTURE FOR PLACEMENT OF NEW CONDUIT,
HAND HOLES AND PULLBOX AT EASTFIELD DR
DWG BY: DATE:
WIRE CENTER NAME:
FRONTIER WORK ORDER
SCALE:
W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 02/17/2025 LEGEND
90274
5359637
CITY
ROLLING HILLS
UNDERGROUND
SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS
BEFORE YOU DIG
OF SOUTHERN CALIFORNIA ADDRESS
EASTFIELD DR
SUBSTRUCTURE FOR PLACEMENT OF NEW CONDUIT,
HAND HOLES AND PULLBOX AT EASTFIELD DR
LEGEND
FACILITIES
EXISTING HANDHOLE
EXISTING POLE
PROPOSED CONDUIT
PROPOSED 3'X5' PULLBOX
W W W W EXISTING WATER LINE
PROPOSED 2'X3' HANDHOLE
DESCRIPTION
G G G G EXISTING GAS LINE
C C C C C C C C EXISTING TV LINE
T T T T EXISTING TELECOM LINE
RIGHT OF WAY (R/W)
FACE OF CURB (FOC)
CENTER LINE (C/L)
PROPERTY LINE (P/L)
12' 12' 18'
30' 30'
60'
R/W
C/L
FOC
FOC
R/W
EASTFIELD DR
EXISTING POLE 4855307E
33.7524152, -118.334139
EXISTING POLE 757241E
33.7525572, -118.3337863
EXISTING POLE A5978Y
33.7527824, -118.3336454
33.7530751, -118.3335415
DRIVEWAY
45 13
44 24
P/L
P/L
P/L
C C C C
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
G G G G G G G G G
G G G G G G G G
G G G G G G G G
G G G G G G G G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
PLACE NEW 2'X3' HH #2
33.752533,-118.333760
PLACE NEW 2'X3' HH #1
33.752376,-118.334156
PLACE 734' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #1
INTERSECTION OF 1-2" PVC
PLACE 650' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #1 TO NEW 2'X3' HH #2
PLACE 764' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #1 TO NEW 2'X3' HH #1 18'
EXISTING TV LINE
EXISTING 12" WATER LINE
EXISTING 4" GAS LINE
90274
POST MILE# LA 14.319
90274
POST MILE# LA 14.319
19'
2'
3'
22'
7'-6"
7'-6"
2'
3'
19'
3'-6"
10'-6"
THIS PORTION OF PVC CONDUIT IS
COVERED IN WORK ORDER 5313945
DWG BY: DATE:
WIRE CENTER NAME:
FRONTIER WORK ORDER
SCALE:
W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 02/17/2025 01 OF 10
90274
5359637
CITY
ROLLING HILLS
UNDERGROUND
SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS
BEFORE YOU DIG
OF SOUTHERN CALIFORNIA ADDRESS
EASTFIELD DR
A
SEE SHEET 2 MATCHLINE A-A
A
SUBSTRUCTURE FOR PLACEMENT OF NEW CONDUIT,
HAND HOLES AND PULLBOX AT EASTFIELD DR
EASTFIELD DR
EXISTING POLE 757242E
33.7530751, -118.3335415
EXISTING POLE 781301E
33.7533205, -118.3338318
EXISTING POLE VZ100984
33.7531823, -118.3336924
EXISTING POLE 4445499E
33.7534651, -118.3339874
EXISTING POLE 781302E
33.7536638, -118.3341752 42
47 45
09 11
13 P/L
P/L
P/L
P/L
P/L
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
C C C C C C C C C C C C C C C C C C C
C C C C C
C C C C C C C
C C C C C C C C C C C C C C
G G G G G G G G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W
EXISTING POLE 874032E
33.753619,-118.333979
EXISTING POLE 1035897E
33.753455,-118.333796
EXISTING POLE 974754E
33.753253,-118.333616
3'
2'
17'
10'
4'-6"
17'-6"
3'
2'
5'-6"
9'-6"
21'-6"
2'
3'
11'-6"
PLACE NEW 2'X3' HH #5
33.753621,-118.333985
PLACE NEW 2'X3' HH #4
33.753456,-118.333783
PLACE NEW 2'X3' HH #3
33.753231,-118.333605
PLACE 235' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #1 TO NEW 2'X3' HH #5
PLACE 327' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #1 TO NEW 2'X3' HH #4
PLACE 405' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #1 TO NEW 2'X3' HH #3
PLACE 734' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #1
TO NEW 2'X3' HH #1
4'
6'-6"
EXISTING TV LINE
EXISTING TV LINE
EXISTING TV LINE
EXISTING 12" WATER LINE
EXISTING 12" WATER LINE
EXISTING 4" GAS LINE
EXISTING 4" GAS LINE
90274
POST MILE# LA 14.319
5'
7'-6"
4'-6"
DWG BY: DATE:
WIRE CENTER NAME:
FRONTIER WORK ORDER
SCALE:
W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 02/17/2025 02 OF 10
90274
5359637
CITY
ROLLING HILLS
UNDERGROUND
SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS
BEFORE YOU DIG
OF SOUTHERN CALIFORNIA ADDRESS
EASTFIELD DR
B
A
SEE SHEET 3 MATCHLINE B-B
B
A
SEE SHEET 1 MATCHLINE A-A
SUBSTRUCTURE FOR PLACEMENT OF NEW CONDUIT,
HAND HOLES AND PULLBOX AT EASTFIELD DR
EASTFIELD DR
EASTFIELD DR
EXISTING POLE 4445499E
33.7534651, -118.3339874
EXISTING POLE 781302E
33.7536638, -118.3341752
EXISTING POLE 781303E
33.753982, -118.3345115
EXISTING POLE 781475E
33.7543649, -118.3348869
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
39 41
38 40
42 47
09 P/L
P/L
P/L
P/L
P/L
P/L
P/L
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
C C C C C C C
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
G G G G G G G G G
G G G G G G G G G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W EXISTING POLE 5673070
33.754106,-118.334451
EXISTING POLE 874032E
33.753619,-118.333979
EXISTING POLE 1035897E
33.753455,-118.333796
2'
3'
5'
26'
2'
3'
1'
14'
3'
2'
14'
26'
5'
3'
6"
12'-6"
3'
2'
17'
10'
4'-6"
17'-6"
3'
2'
5'-6"
9'-6"
PLACE NEW 2'X3' HH #8
33.754394,-118.334913
PLACE NEW 2'X3' HH #6
33.754115,-118.334463
PLACE NEW 3'X5' PULLBOX #1
33.753992,-118.334539
754597,-118.335056
PLACE NEW 2'X3' HH #5
33.753621,-118.333985
0' OF 1-2" PVC FROM NEW 3'X5'
#2 TO NEW 2'X3' HH #8
PLACE 271' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #1
TO NEW 3'X5' PULLBOX #2
PLACE 55' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #1 TO NEW 2'X3' HH #6
PLACE 734' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #1
TO NEW 2'X3' HH #1
6'-6"
T T T
T T T T T T T T T T T T T T T T
EXISTING TELECOM LINE
EXISTING TV LINE
EXISTING 12" WATER LINE
EXISTING 4" GAS LINE
EASTFIELD DR
90274
POST MILE# LA 14.319
5'
19'
4'-6"
7'-6"
7'-6"
4'-6"
19'
DWG BY: DATE:
WIRE CENTER NAME:
FRONTIER WORK ORDER
SCALE:
W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 02/17/2025 03 OF 10
90274
5359637
CITY
ROLLING HILLS
UNDERGROUND
SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS
BEFORE YOU DIG
OF SOUTHERN CALIFORNIA ADDRESS
EASTFIELD DR
C
B
SEE SHEET 4 MATCHLINE C-C
C
SEE SHEET 2 MATCHLINE B-B
B
SUBSTRUCTURE FOR PLACEMENT OF NEW CONDUIT,
HAND HOLES AND PULLBOX AT EASTFIELD DR
EASTFIELD DR
EXISTING POLE 781475E
33.7543649, -118.3348869
EXISTING POLE 2141528E
33.7548546, -118.3351811
EXISTING POLE A6524Y
33.7553027, -118.3359484
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
02 32
34 37
39 36
38 P/L
P/L
P/L
P/L
P/L
P/L
EXISTING POLE 1319070E
33.7543612, -118.3347132
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
G G G G G G G G G
G G G G G G G G G G G G G G G G G G G G
G
G G G G G G G G G
G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G G G G G
G G G G G G G G G G G G G G G G G
G G G G
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 2'
3'
8' 3'-6"
3'
2'
13'
5'
3'
2'
2'
3'
5'
26'
2'
3'
1'
14'
PLACE 442' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #3
TO NEW 3'X5' PULLBOX #2
PLACE NEW 2'X3' HH #10
33.754840,-118.335196
PLACE NEW 2'X3' HH #8
33.754394,-118.334913
PLACE NEW 2'X3' HH #7
33.754382,-118.334725
PLACE NEW 2'X3' HH #6
33.754115,-118.334463
PLACE NEW 3'X5' PULLBOX #2
33.754597,-118.335056
PLACE NEW 2'X3' HH #9
33.754742, -118.335046
PLACE 100' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #2 TO NEW 2'X3' HH #10
PLACE 100' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #2 TO NEW 2'X3' HH #9
PLACE 80' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #2 TO NEW 2'X3' HH #8
PLACE 271' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #1
TO NEW 3'X5' PULLBOX #2
PLACE 115' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX 2 TO NEW 2'X3' HH #7
PLACE 55' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #1 TO NEW 2'X3' HH #6
T T T T T T
T T T T T T T T T T T T T T T T T T T T T T T T T T T T
EXISTING TELECOM LINE
EXISTING TV LINE
EXISTING 12" WATER LINE
EXISTING 2" GAS LINE
EXISTING 4" GAS LINE
EASTFIELD
90274
POST MILE# LA 14.319
1'
7'-6"
7'-6"
4'-6"
4'-6"
8'
14'-6"
19'
4'-6"
7'-6"
16'
19'
DWG BY: DATE:
WIRE CENTER NAME:
FRONTIER WORK ORDER
SCALE:
W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 02/17/2025 04 OF 10
90274
5359637
CITY
ROLLING HILLS
UNDERGROUND
SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS
BEFORE YOU DIG
OF SOUTHERN CALIFORNIA ADDRESS
EASTFIELD DR
D
C
SEE SHEET 5 MATCHLINE D-D
D
SEE SHEET 3 MATCHLINE C-C
C
SUBSTRUCTURE FOR PLACEMENT OF NEW CONDUIT,
HAND HOLES AND PULLBOX AT EASTFIELD DR
EXISTING POLE 781477E
33.7553316, -118.3351952
EXISTING POLE A6524Y
33.7553027, -118.3359484
EXISTING POLE 4192529E
33.7557272, -118.3351041
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
35 30
01 02 32
P/L
P/L
P/L
P/L
P/L
P/L
W W W W W W
W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W
C C
C C C C C C C C C C C C C C C C C C
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G G G G G G G G G G G G
G G G G G G G G G G G G G
G G G G G
G G G G
G G G G G G G G G G G G G G G G G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W
5'
3'
2'
3'
4' 2'
11'
18'-6"
7'
7'
PLACE 417' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #3
TO NEW 3'X5' PULLBOX #4
PLACE NEW 3'X5' PULLBOX #3
33.755799,-118.335216
PLACE 442' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #2
TO NEW 3'X5' PULLBOX #3
PLACE 470' OF 2-4" PVC FROM NEW 3'X5'
PULLBOX #3 TO EXISTING POLE 4998608E
ACE 470' OF 2-4" PVC FROM NEW 3'X5'
LLBOX #3 TO EXISTING POLE 4998608E
PLACE NEW 2'X3' HH #11
33.755331,-118.335190
PLACE 195' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #3 TO NEW 3'X5' PULLBOX #11
PLACE 100' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #2 TO NEW 2'X3' HH #10
PLACE 100' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #2 TO NEW 2'X3' HH #9
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
T T T T T T T
T T T T T T T T T T T T T T T T T T T T T T T T
T
EXISTING TELECOM LINE
EXISTING TELECOM LINE
EXISTING TV LINE
EXISTING TV LINE
EXISTING 8" WATER LINE
EXISTING 8" WATER LINE
EXISTING 12" WATER LINE
EXISTING 4" GAS LINE
EXISTING 2" GAS LINE
EXISTING 4" GAS LINE
EASTFIELD DR
CHUCKWAGON RD
90274
POST MILE# LA 14.319
90274
POST MILE# LA 14.319
14'
16'
2'
8'
8'
4'
4'-6"
7'-6"
7'-6"
4'-6"
DWG BY: DATE:
WIRE CENTER NAME:
FRONTIER WORK ORDER
SCALE:
W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 02/17/2025 05 OF 10
90274
5359637
CITY
ROLLING HILLS
UNDERGROUND
SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS
BEFORE YOU DIG
OF SOUTHERN CALIFORNIA ADDRESS
EASTFIELD DR
F
SEE SHEET 7 MATCHLINE F-F
F
SEE SHEET 6 MATCHLINE E-E
E
E
D
SEE SHEET 4 MATCHLINE D-D
D
SUBSTRUCTURE FOR PLACEMENT OF NEW CONDUIT,
HAND HOLES AND PULLBOX AT EASTFIELD DR
R/W
C/L
FOC
FOC
R/W
18'
12'
12'
18'
30'
30'
60'
CHUCKWAGON RD
EXISTING POLE A6524Y
33.7553027, -118.3359484
EXISTING POLE 945196E
33.7556085, -118.3364773
DRIVEWAY
DRIVEWAY
DRIVEWAY
01 04
06 P/L
P/L
P/L
C C C C C C C C C C C C C C C C C C C C C
C C C C C C C
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G EXISTING POLE 4998608E
33.755410, -118.336197
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 6'-6"
18'-6"
7'
PLACE 470' OF 2-4" PVC FROM NEW 3'X5'
PULLBOX #3 TO EXISTING POLE 4998608E
PLACE 470' OF 2-4" PVC FROM NEW 3'X5'
PULLBOX #3 TO EXISTING POLE 4998608E
T T T T T T T T T T T T T T T T T
T T T T
EXISTING TV LINE
EXISTING 8" WATER LINE
EXISTING 2" GAS LINE
EXISTING TV LINE
EXISTING TELECOM LINE
EXISTING 2" GAS LINE
90274
POST MILE# LA 14.319
DWG BY: DATE:
WIRE CENTER NAME:
FRONTIER WORK ORDER
SCALE:
W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 02/17/2025 06 OF 10
90274
5359637
CITY
ROLLING HILLS
UNDERGROUND
SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS
BEFORE YOU DIG
OF SOUTHERN CALIFORNIA ADDRESS
EASTFIELD DR
SEE SHEET 5 MATCHLINE E-E
E
E
SUBSTRUCTURE FOR PLACEMENT OF NEW CONDUIT,
HAND HOLES AND PULLBOX AT EASTFIELD DR
EASTFIELD DR
EXISTING POLE 4192529E
33.7557272, -118.3351041
EXISTING POLE 781481E
33.7561357, -118.3352422
EXISTING POLE 811201E
33.7566355, -118.3354552
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
31 33
26 28
P/L
P/L
P/L
P/L
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
C C C C C C C C C C C C C C C C C C
C C
G G G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G G G G G G G G G G G G G G G
G G G G G G G G G G
5'
3'
13'
4'
2'
3'
20'-6"
23'-6"
11'-6"
2'
3'
9'-6"
21'-6"
5'
3'
PLACE 313' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #5
TO EXISTING POLE 447032E
PLACE NEW 3'X5' PULLBOX #4
33.756741,-118.335819
417' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #3
PLACE 417' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #3
TO NEW 3'X5' PULLBOX #4
PLACE NEW 2'X3' HH #13
33.756601,-118.335466
PLACE 162' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #4 TO NEW 2'X3' HH #13
PLACE NEW 2'X3' HH #12
33.756157,-118.335268
PLACE 290' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #3 TO NEW 2'X3' HH #12
PLACE 417' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #3
TO NEW 3'X5' PULLBOX #4
470' OF 2-4" PVC FROM NEW 3'X5'
X #3 TO EXISTING POLE 4998608E
T T T T T T T T T T T T T T T T T T T T
T T T T T T T T T T T T T T
T T T T T T T
EXISTING TELECOM LINE
EXISTING TV LINE
EXISTING 8" WATER LINE
EXISTING 8" WATER LINE
EXISTING 4" GAS LINE 90274
POST MILE# LA 14.319
90274
POST MILE# LA 14.319
14'
1'
8'
4'
2'
8'
8'-6"
DWG BY: DATE:
WIRE CENTER NAME:
FRONTIER WORK ORDER
SCALE:
W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 02/17/2025 07 OF 10
90274
5359637
CITY
ROLLING HILLS
UNDERGROUND
SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS
BEFORE YOU DIG
OF SOUTHERN CALIFORNIA ADDRESS
EASTFIELD DR
G SEE SHEET 8 MATCHLINE G-G
G
SEE SHEET 5 MATCHLINE F-F
F
F
SUBSTRUCTURE FOR PLACEMENT OF NEW CONDUIT,
HAND HOLES AND PULLBOX AT EASTFIELD DR
EASTFIELD DR
EASTFIELD DR
EXISTING POLE 811201E
EXISTING POLE 1035532E
33.7570414, -118.3359489
EXISTING POLE 811203E
33.757512, -118.3355801
EXISTING POLE 4192622E
33.757463, -118.3350584
EXISTING POLE 4569609E
33.7570886, -118.3344432
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
23 24
25 27
29 31
P/L
P/L
P/L
P/L
P/L
P/L
P/L
W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W
W W W W W W W
W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
C C C C C
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
G G G G G G G G G
G G G G G G G G G
G G G G G G G G G
G G G G G G G G G G G G G G G G G G G G
G G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G G
G G G G G G G G G G G G G G G
G G G G G G
G G G G G G
G G G G G G G G G G G G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 4'
8'
2'
3'
26'
4'
2'
3'
25'
6'-6"
2'
3'
21'
7'
5'
3'
13'
4'
PLACE 313' OF 2-4" PVC FROM NEW 3'X5' PULL
TO EXISTING POLE 447032E
EXISTING TV LINE
EXISTING 4" GAS LINE
PLACE 609' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #4
TO NEW 3'X5' PULLBOX #5
PLACE NEW 2'X3' HH #16
33.757445,-118.335099
PLACE 450' OF 1-2" PVC FROM
NEW 3'X5' PULLBOX #4
TO NEW 2'X3' HH #16
PLACE NEW 2'X3' HH #15
33.757471,-118.335604
PLACE 306' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #4 TO NEW 2'X3' HH #15
PLACE NEW 2'X3' HH #14
33.757039,-118.335949
PLACE 114' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #4 TO NEW 2'X3' HH #14
PLACE NEW 3'X5' PULLBOX #4
33.756741,-118.335819
PLACE 417' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #3
TO NEW 3'X5' PULLBOX #4 PLACE NEW 2'X3' HH #13
33.756601,-118.335466
T T T T T T T T T T T T T T T T T
T T
T T T T T
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
EXISTING TV LINE
EXISTING 8" WATER LINE
EXISTING 8" WATER LINE
EXISTING 4" GAS LINE
90274
POST MILE# LA 14.319
1'
8'
4'
10'
13'
24'
10'
11'-6"
9'
DWG BY: DATE:
WIRE CENTER NAME:
FRONTIER WORK ORDER
SCALE:
W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 02/17/2025 08 OF 10
90274
5359637
CITY
ROLLING HILLS
UNDERGROUND
SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS
BEFORE YOU DIG
OF SOUTHERN CALIFORNIA ADDRESS
EASTFIELD DR
SEE SHEET 9 MATCHLINE H-H
H
H
SEE SHEET 7 MATCHLINE G-G
G
G
SUBSTRUCTURE FOR PLACEMENT OF NEW CONDUIT,
HAND HOLES AND PULLBOX AT EASTFIELD DR
R/W
C/L
FOC
FOC
R/W
18'
12'
18'
30'
30'
60'
R/W
C/L
FOC
FOC
R/W
18'
12'
18'
30'
30'
60'
EASTFIELD DR
EASTFIELD DR
OUTRIDER RD
EXISTING POLE 811201E
33.7566355, -118.3354552
EXISTING POLE 4192622E
33.757463, -118.3350584
EXISTING POLE 4569609E
33.7570886, -118.3344432
EXISTING POLE GT135245
33.757010, -118.334165
EXISTING POLE 447032E
33.7570363, -118.3336494
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
18 21
20 22
23 P/L
P/L
P/L
P/L
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W C C C
C
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
G G G G G G G G G
G G G G G G G G G G G G G G G G G G G G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 32'
2'
3'
19'
4'
8'
13'
69'
5'
3'
15' 4'
8'
2'
3'
26'
13'
PLACE NEW 2'X3' HH #17
33.757176,-118.334392
PLACE NEW 3'X5' PULLBOX #5
33.757239,-118.334564
EXISTING 8" WATER LINE
PLACE 313' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #5
TO EXISTING POLE 447032E
EXISTING TV LINE
PLACE 56' OF 1-2" PVC FROM NEW 3'X5' PULLBOX #5
TO NEW 2'X3' HH #17
EXISTING 4" GAS LINE
PLACE 609' OF 2-4" PVC FROM NEW 3'X5' PULLBOX #4
TO NEW 3'X5' PULLBOX #5
PLACE 450' OF 1-2" PVC FROM
PLACE NEW 2'X3' HH #13
33.756601,-118.335466
PLACE 162' OF 1-2" PVC FROM NEW 3'X5'
PULLBOX #4 TO NEW 2'X3' HH #13
12'
EXISTING TELECOM LINE
T T T T
T T T T T T T
T T T T T T T T T T T T T T T T
T T T T T T T T T T T T T T T T T T T T T T
EXISTING 2" GAS LINE
4'
90274
POST MILE# LA 14.319
10'
12'
24'
10'
DWG BY: DATE:
WIRE CENTER NAME:
FRONTIER WORK ORDER
SCALE:
W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 02/17/2025 09 OF 10
90274
5359637
CITY
ROLLING HILLS
UNDERGROUND
SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS
BEFORE YOU DIG
OF SOUTHERN CALIFORNIA ADDRESS
EASTFIELD DR
SEE SHEET 9 MATCHLINE H-H
H
H
SUBSTRUCTURE FOR PLACEMENT OF NEW CONDUIT,
HAND HOLES AND PULLBOX AT EASTFIELD DR
TYPICAL CONDUIT DEPTH DETAIL
NO SCALE
Below Existing Grade
36" Min. Cover
Existing Grade
1-4" PVC CONDUIT
12" Min.
SCORELINE
TO
SCORELINE
TYPICAL CONDUIT DEPTH DETAIL
NO SCALE
Below Existing Grade
36" Min. Cover
Existing Grade
12" Min.
SCORELINE
TO
SCORELINE
2-4" PVC CONDUITS
PROPOSED EXCAVATION
REPLACE FINISHED CONCRETE
SURFACE EQUAL TO OR
GREATER THAN EXISTING AS PER
AGENCY STANDARDS AND
APPROVAL OF CITY INSPECTOR.
Base Base
NOTES:
1. SAWCUT TO THE NEAREST JOINT/EDGE WITHIN 3 FEET OF THE TRENCH PER GREENBOOK 2009, SECTION 300-1.3.2 (b).
2. INSTALL 30" DOWELL BARS AT 30" ON CENTER (TYPICAL) SEE STANDARD PLAN S-430-1.
3. USE OF EPOXY ADHESIVE (HILTI HY 150 EQUIVALENT OR BETTER).
4. PLACEMENT OF 4,000 psi COMPRESSIVE STRENGTH CONCRETE (660-C-4000 EQUIVALENT) PER BROWNBOOK 2011 SPECIFICATIONS FOR HIGH EARLY STRENGTH CONCRETE.
5. NEW PAVEMENT THICKNESS TO BE 1" GREATER IN THICKNESS THAN EXISTING CONDITION PER GREENBOOK 2009, SECTION 306-1.5.2.
6. ADDITIONAL CONCRETE PAVEMENT REQUIREMENTS PER GREENBOOK 2009 AND BROWNBOOK 2011, SECTION 302-6.
PROPOSED EXCAVATION
REPLACE FINISHED CONCRETE
SURFACE EQUAL TO OR
GREATER THAN EXISTING AS PER
AGENCY STANDARDS AND
APPROVAL OF CITY INSPECTOR.
NOTES:
1. SAWCUT TO THE NEAREST JOINT/EDGE WITHIN 3 FEET OF THE TRENCH PER GREENBOOK 2009, SECTION 300-1.3.2 (b).
2. INSTALL 30" DOWELL BARS AT 30" ON CENTER (TYPICAL) SEE STANDARD PLAN S-430-1.
3. USE OF EPOXY ADHESIVE (HILTI HY 150 EQUIVALENT OR BETTER).
4. PLACEMENT OF 4,000 psi COMPRESSIVE STRENGTH CONCRETE (660-C-4000 EQUIVALENT) PER BROWNBOOK 2011 SPECIFICATIONS FOR HIGH EARLY STRENGTH CONCRETE.
5. NEW PAVEMENT THICKNESS TO BE 1" GREATER IN THICKNESS THAN EXISTING CONDITION PER GREENBOOK 2009, SECTION 306-1.5.2.
6. ADDITIONAL CONCRETE PAVEMENT REQUIREMENTS PER GREENBOOK 2009 AND BROWNBOOK 2011, SECTION 302-6.
1.5 Sack Slurry Backfill, Compaction
to 95% relative density
1.5 Sack Slurry Backfill, Compaction
to 95% relative density
DWG BY: DATE:
WIRE CENTER NAME:
FRONTIER WORK ORDER
SCALE:
W.O. TITLE:AND DESCRIPTION
SHEET
CYIENT 1"=40' 02/17/2025 10 OF 10
90274
5359637
CITY
ROLLING HILLS
UNDERGROUND
SERVICE ALERT
CALL 1-800-422-4133
AT LEAST 2 BUSINESS DAYS
BEFORE YOU DIG
OF SOUTHERN CALIFORNIA ADDRESS
EASTFIELD DR
SUBSTRUCTURE FOR PLACEMENT OF NEW CONDUIT,
HAND HOLES AND PULLBOX AT EASTFIELD DR
FRONTIER COMMUNICATION
CONSTRUCTION SPECIFICATIONS
1. Contact Frontier Engineer DANIELLE SAMANIEGO sixty (60) days prior to need of service in order to confirm compliance,order materials,and schedule work forces. FRONTIER
COMMUNICATIONS ,INCORPORATED, RESERVES THE RIGHT TO REFUSE ANY
CONDUIT, PULL BOXES, MANHOLES, OR UTILITY BOXES THAT DEVIATE FROM PLANS AND SPECIFICATIONS.
2. All conduit risers bends to have a minimum thirty-six (36) inch radius.
3. All horizontal ninety degree bends (90°) shall have a radius of not less than 12.5 feet and all vertical ninety degree bends (90°) shall have a radius of not less than three feet. No more than two ninety degree (90°) horizontal bends shall be placed in any single run unless otherwise specified. Contact Frontier engineer concerning any required deviations
4. All conduit must be proven using a mandrel no less than a 1/2" smaller than the conduit to be accepted. Mule tape shall be placed in all conduits proven. Wall to wall measurements must be taken with a mule tape or a 3/8" polypropylene pull rope provided in each duct. Accurate AS-BUILTS shall be provided to the Frontier inspector assigned to this project. As-builts shall include conduit section measurements, wall to wall footages, stations and offsets of As-built Frontier structures, and the cover to the top of the Frontier underground structure placed. Copy of the As-built conduit work order must be provided to the Frontier inspector assigned to your project, before cable can be designed and ordered. Contact RANDY ORTEGA @ 760-338-9691 at the inspection office for coordination of inspection dates. CHANGES OR DEVIATIONS FROM THIS PLAN MUST BE APPROVED BY FRONTIER.
5. Approved plastic conduit (PVC Schedule #40,TYPE-C (4") or DB-120 (2")) or Frontier provided or approved Roll Sheet sub duct, is specified for underground construction. Condulets, Flex, Transite, Plumbers fittings, Water and Gas Pipes must not be used. RIGID STEEL MUST BE USED WHEN CONDUIT CAN BE EXPOSED TO VEHICULAR TRAFFIC.
6. Conduit terminated on a pole must be PVC Schedule 80. If conduit will be exposed to traffic, rigid steel pipe and sweep is required to 48" above finished grade otherwise turned up 12" above finished grade. Location of riser on pole will be as shown on conduit plan and location can be modified by approval of Frontier engineer/inspector only.
7. Miminum separation from other utilites shall be a minimum of 12". Conduit placed in same trench with primary power conduit must be separated by no less than twelve inches of well-packed sand or three inches of concrete. Minimum cover shall be no less than thirty (30") inchs measured from the final grade of the street flow line to the top of Frontier structure unless noted otherwise. Ducts placed in the driven portion of the roadway must have no less than 48 inch of cover to top of pipe measured at flow line of roadway. CONTACT THE FRONTIER INSPECTOR 48 HOURS BEFORE TRENCHING AND UPON COMPLETION OF YOUR SUBSTRUCTURES TO SCHEDULE THE FINAL INSPECTION.
8. Provide cable racking as described in attachment. Provide pulling irons as described in attachment.
9. Three to six weeks will be needed from the date of final inspection for Frontier to start placing facilities. All paperwork and easements must also be completed, if applicable.
10. Actual footages of conduit are needed to order materials. Please include mule tape in all conduits.
11. Frontier inspector shall be present on site when contractor needs to access any existing Frontier facility.
Issued for Bid – 04/07/2025
Crown Castle
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL TV
TV
TV
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
65+00
66+00
67+00
68+00
PL
PL
PL
PL
PL
PL
PL
60' 30'
30' 11' 19'
12' 18'
EASTFIELD DR
62+00
LP STA. 62+00 - CAP DUCT CONTINUES ON TD2084825 D/W
D/W
"
' 2
4 168 CAP - VT1 JOINT TRENCH STA. 62+00 POLE#4855307E POLE TO BE REMOVED CROWN TO REMOVE ATTACHMENTS HH
HH
HH STA. 63+06 POLE#757241E POLE TO BE REMOVED CROWN TO REMOVE ATTACHMENTS VT
HH
TV TV
TV
TV
TV
TV STA. 63+96 POLE#A5978Y CROWN TO REMOVE ATTACHMENTS STA. 64+95 POLE#757242E CROWN TO REMOVE ATTACHMENTS HHHH STA. 65+54 POLE#N/A STA. 65+70 POLE#974754E POLE TO BE REMOVED CROWN TO REMOVE ATTACHMENTS STA. 66+58 POLE#1035897E STA. 66+24 POLE#781301E CROWN TO REMOVE ATTACHMENTS STA. 66+98 POLE#4445499E CROWN TO REMOVE ATTACHMENTS STA. 67+83 POLE#781302E CROWN TO REMOVE ATTACHMENTS P
HH
HH
HH
HH
VT
63+00
64+00 PLACE 30"x48" VAULT IN DIRT @ STA - 64+13 16' FROM CL (VT1) "
' 2
4 37 VT1 - VT2 CROWN ONLY TRENCH
"
' 2
4 45 CAP - VT1 CROWN ONLY TRENCH
PL
PL
"
' 4
4 11 CAP - VT1 / VT1 - VT2 CROWN ONLY TRENCH
"
' 2
4 446 VT1 - VT2 JOINT TRENCH DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
9'
9' 2'
9' 2'
11' 1'
16' 4'
CL
CL
CL
CL
CL
CL
CL
CL
W
W
W
W
W
G
G
G
G
G
68+00
69+00
70+00
71+00
PL
PL
PL
PL
PL
PL
PL
PL
EASTFIELD DR
TV
TV
TV
TV
TV
TV
HH
VT
P
D/W
HH HH
HH
HH STA. 71+22 HH POLE#781475E POLE TO BE REMOVED CROWN TO REMOVE ATTACHMENTS STA. 69+43 POLE#781303E POLE TO BE REMOVED CROWN TO REMOVE ATTACHMENTS STA. 70+85 POLE#1319070E POLE TO BE REMOVED VT
HH
HH
HH VT
72+00
D/W
D/W
D/W
D/W
D/W
T
T
T
HH
"
' 4
4 11 VT1 - VT2 / VT2 - VT3 JOINT TRENCH PLACE 30"x48" VAULT IN DIRT @ STA - 69+36 21' FROM CL (VT2) "
' 4
4 13 VT1 - VT2 / VT2 - VT3 CROWN ONLY TRENCH
"
' 2
4 50 VT1 - VT2 CROWN ONLY TRENCH
"
' 2
4 233 VT2 - VT3 JOINT TRENCH
"
' 2
4 60 VT2 - VT3 CROWN ONLY TRENCH
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
1' 11'
9' 2'
11' 1'
9' 2'
9' 21'
20' "
' 2
4 5 VT2 - VT3 CROWN ONLY TRENCH SCE JOB# TD2111184_RH-UG_20B CHUCKWAGON RD & EASTFIELD DR ROLLING HILLS, CA 90274 CROWN CASTLE FIBER LLC. 624 S GRAND AVE. SUITE 2500 LOS ANGELES, CA 90017 1 construction plan DRAWN OFREV CHECKED DESIGN DATE PROJECT # TRACKING #.PHONE NO. 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT IT'S THE LAW ! LEGEND PROPOSED WORK EXISTING STRUCTURES EXISTING UTILITIES MISC. LINE TYPES MISC. ABBREVIATIONS VICINITY MAP WORK AREA SIDEWALK RAILROAD TREE R/R S/W FOC R/W EDGE OF PAVEMENT BEHIND CURB FACE UNDERGROUND CENTER LINE CONCRETE RIGHT OF WAY FRONT OF CURB EXISTING FRONT OF CURB FACE CL EOPBCF U/G CONC. EX FCF EOP C/L R/W FOC SYMBOL/LINETYPE ABV. DESCRIPTION TRAFFIC SIGNAL HAND HOLE FIRE HYDRANT STREET LIGHT MANHOLE VALVE PEDESTAL UTILITY POLE SYMBOL/LINETYPE ABV. DESCRIPTION HHF/H MH VLV PEDSL TS W
GSS SLC SD
E
T ELECTRIC TELEPHONE GAS STORM DRAIN SANITARY SEWER WATER TV CATV STREET LIGHT CONDUIT SYMBOL/LINETYPE DESCRIPTION ABBRV. DESCRIPTION C&G C&G CURB & GUTTER VENT D/W DRIVEWAY CURB FACE GUTTER LIP POLE TC TRAFFIC CONDUIT PL PLACE (INSTALL NEW) MTR WATER METER BOLLARD COMM COMM P/L P/L PROPERTY LINE HHP VNT TR B THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HERE WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. CONTRACTOR IS REQUIRED TO LOCATE AND POT HOLE ALL EXISTING UTILITY CROSSINGS PRIOR TO CONSTRUCTION. NOTICE TO CONTRACTORS 2001 THIRD ST #H, RIVERSIDE, CA 92507 (626) 320 - 0996 | [email protected] Telecom Solutions, LLC O S PRO PM WO37011 0 PREPARED BY: PLOTTED: 10/11/2024 CONCRETE RESTORATION ASPHALT RESTORATION PROPOSED CROWN ONLY TRENCH PROPOSED JOINT TRENCH SCE PROPOSED TRENCH SYMBOL/LINETYPE DESCRIPTION PROPOSED UNDERGROUND VAULT POTHOLE VT TD2084825_RH-UG_20B CHUCKWAGON RD & EASTFIELD DR ROLLING HILLS, CA 90274 EVEV 10/11/24 3 SMWO37011CA-LAUFO01-RHL BORE PIT NORTH S
W
E 0' 15' 30' 45' SCALE: 1" = 30' 30"x48"x24" SCALE N.T.S. POLYMER CONCRETE BOX & COVER ASSEMBLY 30 1
8" 47 5
8" 3" 32 3
8" 49 7
8" 32 3
8" 24" POLYMER CONCRETE COVER PLAN VIEW SIDE VIEW END VIEW STD. MARKING ARMORCAST LOGO LIFT PIN (2X) BOLTDOWN (2X) POLYMER CONCRETE COVER NON-SKID SURFACE POLYMER CONCRETE BOX OPEN BASE MODEL NO. A6001430APCX24 3" 1. INSTALL (8) 30"x48" CROWN CASTLE VAULTS 2. INSTALL 224' OF (2) - 4" CONDUIT VIA HAND DIG / OPEN TRENCH FROM CAP TO VT1 3. INSTALL 568' OF (2) - 4" CONDUIT VIA HAND DIG/ JOINT TRENCH FROM VT1 TO VT2 4. INSTALL 415' OF (2) - 4" CONDUIT VIA HAND DIG/ JOINT TRENCH FROM VT2 TO VT3 5. INSTALL 9' OF (2) - 2" CONDUIT VIA HAND DIG/ JOINT TRENCH FROM VT3 TO POLE#2141528E 6. INSTALL 484' OF (1) - 4" CONDUIT VIA HAND DIG/ JOINT TRENCH FROM VT3 TO VT4 7. INSTALL 7' OF (2) - 2" CONDUIT VIA HAND DIG/ JOINT TRENCH FROM VT4 TO POLE#4998608E 8. INSTALL 501' OF (2) - 4" CONDUIT VIA HAND DIG/ JOINT TRENCH FROM VT4 TO VT5 9. INSTALL 431' OF (2) - 4" CONDUIT VIA HAND DIG/ JOINT TRENCH FROM VT5 TO VT6 10. INSTALL 401' OF (2) - 4" CONDUIT VIA HAND DIG/ JOINT TRENCH FROM VT6 TO VT7 11. INSTALL 432' OF (2) - 4" CONDUIT VIA HAND DIG/ JOINT TRENCH FROM VT7 TO VT8 12. INSTALL 16' OF (1) - 2" & (1) - 4" CONDUIT VIA HAND DIG/ JOINT TRENCH FROM VT8 TO POLE#4471032E 13. CROWN TO TRANSFER NODE LA8004BA_11LAB TO NEW POLE# 4471032E 14. CROWN TO PULL NEW FIBER OPTIC CABLES & SPLICE 15. CROWN TO REMOVE EXISTING OVERHEAD CABLES AS NOTED ON PLANS CROWN CASTLE SOW:
CHUCKWAGON RD
HACKMORE RD
OUTRIDER RD
EASTFIELD DR
EASTFIELD DR
MATCHLINE SEE RIGHT
MATCHLINE SEE LEFT
MATCHLINE SHEET 2 1. 30"X48" VAULTS 8 2. 4" CONDUIT 6,605' 3. 2" CONDUIT 48' BILL OF MATERIALS 1. JOINT TRENCH 2,595' 2. CROWN ONLY TRENCH 660' TRENCH TOTALS
CL
CL
CL
CL
CL CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
T
T
T
T
TV
TV
TV
TV
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
G
74+00
75+00
76+00
77+00
79+00
47+00
48+00
49+00
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
60' 30'
30' 12'
18'
12'
18'
EASTFIELD DR
CHUCKWAGON RD STA. 76+39 POLE#4192529E CROWN TO REMOVE ATTACHMENTS TV
TV
TV
TV
TV
TV
TV
TV
HH
HH
HH
73+00
HH STA. 74+83 POLE#781477E POLE TO BE REMOVED CROWN TO REMOVE ATTACHMENTS HH
W
W
W
W STA. 48+10 POLE#A6525Y CROWN TO REMOVE ATTACHMENTS
VT
D/W
D/W
D/W
D/W
D/W
D/W
D/W
D/W
D/W
HH HH
D/W
T
T
T
T
T
T
T
VT
HH D/W
78+00
HH VT
"
' 2
4 78 VT2 - VT3 JOINT TRENCH
"
' 3
4 5 VT3 - VT4 / VT3 - VT5 CROWN ONLY TRENCH PLACE 30"x48" VAULT IN DIRT @ STA - 73+12 20' FROM CL (VT3) "
' 5
4 15 VT2 - VT3 / VT3 - VT4 / VT3 - VT5 CROWN ONLY TRENCH "
' 3
4 149 VT3 - VT4 / VT3 - VT5 JOINT TRENCH
"
' 1 4 18 VT3 - VT4 CROWN ONLY TRENCH
"
' 1 4 29 VT3 - VT4 JOINT TRENCH
"
' 1 4 60 VT3 - VT4 CROWN ONLY TRENCH
"
' 1 4 192 VT3 - VT4 JOINT TRENCH
"
' 1 4
7 VT4 - POLE CROWN ONLY TRENCH PLACE 30"x48" VAULT IN DIRT @ STA - 46+97 21' FROM CL (VT4) "
' 1 4 16 VT3 - VT4 CROWN ONLY TRENCH
"
' 2
4 173 VT3 - VT5 JOINT TRENCH
"
' 2
4 61 VT3 - VT5 CROWN ONLY TRENCH
"
' 2
4 80 VT3 - VT5 JOINT TRENCH
"
' 2
4 8 VT3 - VT5 CROWN ONLY TRENCH
"
' 4
4 10 VT3 - VT5 / VT5 - VT6 CROWN ONLY TRENCH
"
' 2
4 8 VT5 - VT6 CROWN ONLY TRENCH
"
' 2
4 258 VT5 - VT6 JOINT TRENCH
VT
"
' 2
2 9 VT3 - POLE CROWN ONLY TRENCH PLACE 30"x48" VAULT IN DIRT @ STA - 77+83 17' FROM CL (VT5) STA. 71+91 POLE#781481E POLE TO BE REMOVED CROWN TO REMOVE ATTACHMENTS RISER UP NEW POLE #4998608E @ STA - 48+10 - 21' FROM CL DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
D/W
D/W
DIRT
DIRT
DIRT
9' 2'
9' 2'
3'
15'
6'
6'
9' 21'
2' 9'
1' 12'
9' 2'
9' 20'
6' 17'
1'
"
' 2
4 5 VT2 - VT3 CROWN ONLY TRENCH STA. 73+02 POLE #2141528E SPRINT NODE# LA36XC519 LOW VOLT POWER FROM LA8004BA_31LAB UTILITY POLE TO REMAIN FOR SMALL CELL AERIAL CROWN FIBER TO BE REMOVED NORTH S
W
E 10' SCALE: 1" = 20' 0' 20' 30' 2001 THIRD ST #H, RIVERSIDE, CA 92507 (626) 320 - 0996 | [email protected] Telecom Solutions, LLC O S PRO PREPARED BY: construction plan DRAWN OFREV CHECKED DESIGN DATE PROJECT # TRACKING #. OSPRO 2 XXXXXX
0 PLOTTED: 10/11/2024 TD2084825_RH-UG_20A HACKAMORE RD & EASTFIELD DR ROLLING HILLS, CA 90274 EVEV3 09/17/24 XXXXXXXXXXXXXXXXXX 624 S GRAND AVE, SUITE 2500 LOS ANGELES, CA. 90017 THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HERE WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. CONTRACTOR IS REQUIRED TO LOCATE AND POT HOLE ALL EXISTING UTILITY CROSSINGS PRIOR TO CONSTRUCTION NOTICE TO CONTRACTORS NOTE: CONTRACTOR TO POT HOLE FOR EXISTING. UTILITIES PRIOR TO START OF CONSTRUCTION. NOTE: CONTRACTOR TO REMOVE & REPLACE DAMAGED CONCRETE AND MATCH EXISTING LANDSCAPE TO SATISFACTION OF THE CITY RESIDENT ENGINEER NOTICE TO CONTRACTORS IN ADDITION TO POTHOLING ALL UTILITY CROSSINGS WHEN BORING, CROWN CASTLE REQUIRES CONTRACTOR TO POTHOLE ADJACENT UTILITIES: -EVERY 25' WHEN PARALLEL UTILITY IS WITHIN 18" -EVERY 100' WHEN PARALLEL UTILITY IS WITHIN 5' (OVER 18") MATCHLINE SHEET 1
MATCHLINE SHEET 3 RISER DETAIL
3 9 EASTFIELD DR 12 CURB
N POLE# 2141528E 2" PROP. RISER
6 RISER DETAIL
3 9 CHUCKWAGON RD 12 CURB
N POLE# 4998608E 4" PROP. RISER
6 (E) SMALL CELL
HH CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL G G G G G G G G G G G CL G 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 88+00 89+00 90+00 W PL PL PL PL PL PL PL PL PL LP LP PL PL PL PL 60' 30' 30' 11' 19' 12' 18' 30' 60'10' 30'20' 12' 18' OUTRIDER RD EASTFIELD DR TV TV TV TV TV TV TV TV TV TV TV TV TV TV W W W W W W W W W W W W W D/W HHHH T T T T T T T T T T T D/W HH VT D/W D/W D/W HH D/W VT D/W HH D/W D/W D/W D/W D/W HHHH HHHH D/W HH VT HH HH VT VT 87+00 VT HH "' 2 4 258 VT5 - VT6 JOINT TRENCH "' 2 4 77 VT5 - VT6 JOINT TRENCH "' 2 4 60 VT5 - VT6 CROWN ONLY TRENCH "' 2 48 VT5 - VT6 CROWN ONLY TRENCH "' 2 48 VT6 - VT7 CROWN ONLY TRENCH "' 4 4 10 VT5 - VT6 / VT6 - VT7 CROWN ONLY TRENCH "' 2 4 365 VT6 - VT7 JOINT TRENCH "' 2 46 VT6 - VT7 CROWN ONLY TRENCH "' 4 4 12 VT6 - VT7 / VT7 - VT8 CROWN ONLY TRENCH "' 2 46 VT7 - VT8 CROWN ONLY TRENCH "' 2 4 60 VT7 - VT8 CROWN ONLY TRENCH "' 2 4 31 VT7 - VT8 CROWN ONLY TRENCH "' 1 4 16 VT8 - POLE CROWN ONLY TRENCH "' 2 4 230 VT7 - VT8 JOINT TRENCH "' 2 4 93 VT7 - VT8 JOINT TRENCH PLACE 30"x48" VAULT IN DIRT @ STA - 81+88 17' FROM CL (VT6) PLACE 30"x48" VAULT IN DIRT @ STA - 85+58 18' FROM CL (VT7) PLACE 30"x48" VAULT IN DIRT @ STA - 89+56 24' FROM CL (VT8) STA. 79+66 POLE#811201E POLE TO BE REMOVED CROWN TO REMOVE ATTACHMENTS STA. 81+78 POLE#1025532E POLE TO BE REMOVED CROWN TO REMOVE ATTACHMENTS STA. 83+77 POLE#811203E POLE TO BE REMOVED CROWN TO REMOVE ATTACHMENTS STA. 85+13 POLE#4192622E POLE TO BE REMOVED CROWN TO REMOVE ATTACHMENTS STA. 87+41 POLE#4569609E CROWN TO REMOVE ATTACHMENTS DIRT DIRT D/W DIRTDIRT DIRT DIRT DIRT DIRT DIRT DIRT DIRT 9' 2' 12' 1' 2' 9' 9' 2' 12' 1' 9' 2' 6' 17' HH 7' 18' 12' 24' STA. 89+71 POLE#4471032E POLE TO BE REMOVED CROWN TO TRANSFER ATTACHMENTS STA. 89+72 NEW POLE #4471032E SPRINT NODE# LA36XC519 TMO ID: LA8004BA_11LAB POLE TO BE REPLACED AS PART OF RULE 20 NODE TRANSFER WILL BE REQUIRED STA. 88+67 POLE#GT135245 CROWN TO REMOVE ATTACHMENTS "' 1 2 16 NORTH S W E 10' SCALE: 1" = 20' 0' 20' 30' 2001 THIRD ST #H, RIVERSIDE, CA 92507 (626) 320 - 0996 | [email protected] Telecom Solutions, LLC O S PRO PREPARED BY: construction plan DRAWN OFREV CHECKED DESIGN DATE PROJECT # TRACKING #. OSPRO 3 XXXXXX 0 PLOTTED: 10/11/2024 TD2084825_RH-UG_20A HACKAMORE RD & EASTFIELD DR ROLLING HILLS, CA 90274 EVEV3 09/17/24 XXXXXXXXXXXXXXXXXX 624 S GRAND AVE, SUITE 2500 LOS ANGELES, CA. 90017 THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HERE WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. CONTRACTOR IS REQUIRED TO LOCATE AND POT HOLE ALL EXISTING UTILITY CROSSINGS PRIOR TO CONSTRUCTION NOTICE TO CONTRACTORS NOTE: CONTRACTOR TO POT HOLE FOR EXISTING. UTILITIES PRIOR TO START OF CONSTRUCTION. NOTE: CONTRACTOR TO REMOVE & REPLACE DAMAGED CONCRETE AND MATCH EXISTING LANDSCAPE TO SATISFACTION OF THE CITY RESIDENT ENGINEER NOTICE TO CONTRACTORS IN ADDITION TO POTHOLING ALL UTILITY CROSSINGS WHEN BORING, CROWN CASTLE REQUIRES CONTRACTOR TO POTHOLE ADJACENT UTILITIES: -EVERY 25' WHEN PARALLEL UTILITY IS WITHIN 18" -EVERY 100' WHEN PARALLEL UTILITY IS WITHIN 5' (OVER 18") MATCHLINE SHEET 2 RISER DETAIL 3 9 EASTFIELD DR 12 CURB N POLE# 4471032E 2" PROP. RISER 6 4" PROP. RISER SMALL CELL
FY2024-2025
City of Rolling Hills
2QQ RULE 20B INSTALL UG STATLER 16KV SUB.
Project No. 2025-02
SUPPLEMENTAL
RESPONSES TO QUESTIONS
City of Rolling Hills
2 Portuguese Bend Road
Rolling Hills, CA 90274
Phone: (310) 377-1521
Fax: (310) 377-7288
E-mail: [email protected] (for inquiries only, bids must be sealed)
1. Job Walk Questions – see attachment from Ampirical
2. Will the city of Rolling Hills pay for all permits fees needed to start and complete project? If not, can you list permits needed to obtain for this project? The City will not be responsible for permits and /or fees. The City can request that LA County Building and Safety waive any necessary permit fees for the residences requiring new main electrical panels as outlined in the bid. Contractor should build in anticipated permit costs to bid and be able to remove said costs if waived. The RHCA will require an excavation permit with an approximate cost of $250.
3. Is it possible to extend the bid closing date from May 6, 2025, to May 16th.
The City extended the bid closing to Tuesday, May 13 at 2pm and notified all job walk attendees prior to the release of responses to questions .
4. Will any of the utility companies be providing conduit and structures? If so, who? can you provide contact information?
The utility companies will, upon completion, pull their own wires through the installed joint trench/stub outs/conduit. All materials for the joint trench/conduit, pull boxes, handholds etc. are within the purview of this bid. The City can provide direct contacts to each utility upon selection and hosts a monthly meeting for coordination.
5. Will there be an alternative installation method for 42 Eastfield Dr, due to excavation under the 7' the retaining wall and 3'-4' deep footing
see Option 1 (pg. 5) on attached answers from Ampirical.
6. Will a construction staging yard be provided to the awarded contractor? As Rolling Hills is a private community, there is no city property or staging yard within the community. The RHCA could allow some long-term staging on Crest Road East between Eastfield Drive and the Crest Road East gate along their roadside easement (approximately 1 mile from project site). Daily/immediate staging can utilize roadside easements along Eastfield Drive within the project footprint during a work day. Otherwise, contractor may want to negotiate with property owners at or near project footprint to see if any would be amenable to allow. The Palos Verdes Peninsula Unified School District has a school site, Miraleste Intermediate School (approximately .8 mile from project site) and Rancho Del Mar just outside the Crest Road West gate entrance (approximately 3.4 miles from project site).
Contractor may want to connect with them on potential availability.
7. Is there an engineer’s estimate for the project?
There is no engineer’s estimate prepared for this project.
8. Tentative project start date?
Bids received will be presented to City Council at the May 28th meeting to obtain approval to proceed. Due to the approaching grant deadline, intent is for selected contractor to start work as early as possible in June.
9. Documents states trenches greater than 200’ in length will require a slurry seal for the width of the lane? If so this will include the length of the project? include striping as well?
At this time, The RHCA only requires that the disturbed area (trench/vault/berm) be repaved / replaced.
10.Contractor or SCE to provide wire from the hand hole to the new meter locations? All wiring in mainlines and to residences will be performed by SCE and the telecommunication companies.
5471 Kearny Villa Road ● Suite 110 ● San Diego, CA 92123 Phone: 714-767-3160 ● [email protected]
Ampirical Services, Inc. ● Page 1
Job Walk Notes
2QQ RULE 20B INSTALL UG STATLER 16KV
SUB, Project No. 2025-02
PREPARED FOR:
Christian Horvath | City of Rolling Hills
Date:
April 30, 2025
5471 Kearny Villa Road ● Suite 110 ● San Diego, CA 92123 Phone: 714-767-3160 ● [email protected]
Ampirical Services, Inc. ● Page 2
A job walk was conducted on 4/16/25 for the City of Rolling Hills, 2QQ RULE 20B INSTALL UG STATLER 16KV SUB, Project No. 2025-02. The job walk was attended by Robert Guzman and Kristi Drake from Ampirical. The following are job walk notes and follow-up questions gathered by the Ampirical team.
Job Walk Notes
1. Panel Relocations
a. Bidder’s Question: For the four panel relocations greater than 6’ that will require the existing panel to be used as a sub panel, are the bidders responsible for wiring the sub panel to the new panel?
b. Yes – Contractor would be required to connect the existing electrical panel to a newly installed electrical panel including all wiring. SCE will connect to the NEW electrical panel under the requirement that the new panel is live.
2. 27 Eastfield Dr
a. Bidders’ Question: Bidders request clarity to drawings about relocation of new panel.
Where will the new panel be located on the new wall?
b. See the picture below. The green box represents the new panel location.
SUMMARY
5471 Kearny Villa Road ● Suite 110 ● San Diego, CA 92123 Phone: 714-767-3160 ● [email protected]
Ampirical Services, Inc. ● Page 3
3. 29 Eastfield Dr:
a. Bidders Question: What vegetation is to be replaced at 29 Eastfield Dr.? b. Removal and replacement (like for like) of plants/shrubbery/Flatwork impacted by the panel relocation needs to be discussed and agreed to with the owner prior to construction.
5471 Kearny Villa Road ● Suite 110 ● San Diego, CA 92123 Phone: 714-767-3160 ● [email protected]
Ampirical Services, Inc. ● Page 4
4. 38 Eastfield Dr
a. Bidders Question: Where along the driveway at 38 Eastfield Dr. will the trenching be constructed?
b. Contractor can trench anywhere along the driveway, but should choose an alignment that minimizes impacts to the homeowner and allows for continuous ingress and egress for the customer. Contractor to patch the trench alignment to match existing driveway material. City Staff will also reach out to the property owner to confirm acceptability.
5471 Kearny Villa Road ● Suite 110 ● San Diego, CA 92123 Phone: 714-767-3160 ● [email protected]
Ampirical Services, Inc. ● Page 5
5. 42 Eastfield Dr
a. Bidders Question: : Having to dig below the retaining wall at 42 Eastfield Dr, the concrete driveway and rebuilding the retaining wall will drive up costs. Are there any alternatives for that can be provided so bidders can provide similar bids for the proposed scope in their bids?
b. During the job walk – RHCA staff spoke with the property owner who was amenable to Option 1 below. City staff will confirm acceptability. i. Option 1 (recommended): Proposed design of running conduit and service over the top of retaining wall with pull can/box. Proceed with trenching through the concrete driveway to feed the new panel. Aluminum or Vinyl conduit and pull can should be painted to match the color of the retaining wall. See photo below.
ii. Option 2: Proceed with original design demo/replace portion of retaining wall and driveway as proposed in the original drawings.
5471 Kearny Villa Road ● Suite 110 ● San Diego, CA 92123 Phone: 714-767-3160 ● [email protected]
Ampirical Services, Inc. ● Page 6
6. Traffic Control Plans
a. Bidders Question: Traffic Control Plans are not included in bid documents. Is this part of the scope?
b. Yes, this should be included as part of the scope to be bid on. Traffic control and traffic control plans should be the responsibility of the contractor and approved by the RHCA. RHCA does not necessarily need site specific traffic control plans, but CAMUTCD standards should be applied. Flagmen are required if any portion of the lane is blocked.
7. Environmental
a. Bidders Question: Are there any environmental impacts bidders need to be cognizant of? For example, what actions need to be taken if a California Gnatcatcher is near/on the jobsite? Does a Native American Monitor need to be onsite? b. If the project environmental monitor determines a California Gnatcatcher is present, all workers must undergo training to work in their presence. Additionally, for all soil disturbance, a Native American Monitor must be present when digging. The City has separately contracted with an environmental firm and with the Native American tribe.
8. Environmental
a. Bidders Question: What are the construction hours?
b. The construction site is accessible for all work between the hours of 7 AM to 6 PM, Monday thru Saturday. The site is not accessible and is closed on major holidays, (July 4th).
9. Street Curbs
a. Bidders Question: Will the contractor have to replace all hand rolled curbs like for like? b. Yes, the contractor will need to match, like for like, any existing hand rolled curbs that the contractor damages or constructs through.
5471 Kearny Villa Road ● Suite 110 ● San Diego, CA 92123 Phone: 714-767-3160 ● [email protected]
Ampirical Services, Inc. ● Page 1
42 Eastfield Dr. – Scope Revision To Be Included in Base Bid 2QQ RULE 20B INSTALL UG STATLER 16KV
SUB, Project No. 2025-02
PREPARED FOR:
Christian Horvath | City of Rolling Hills
Date:
May 9, 2025
5471 Kearny Villa Road ● Suite 110 ● San Diego, CA 92123 Phone: 714-767-3160 ● [email protected]
Ampirical Services, Inc. ● Page 2
A construction revision was completed for the secondary service scope of work needed at 42 Eastfield Drive. Bidders to proceed with providing the cost associated with this new scope and include it in their overall bid based on the described scope of work.
42 Eastfield Dr.
1. 42 Eastfield Dr
a. Bidders Question: : Having to dig below the retaining wall at 42 Eastfield Dr, the concrete driveway and rebuilding the retaining wall will drive up costs. Are there any alternatives for that can be provided so bidders can provide similar bids for the proposed scope in their bids?
b. Response by Ampirical based on Homeowner’s additional comments on 5/9/25:
i. Option 1 Revision-Property Owner: Contractor to trench down the dirt hillside to the customers retaining wall. Contractor to place at the top and behind the retaining wall a subsurface handhole to serve as the interconnection electrical splice. Contractor to then core drill through the retaining wall at about 30” below grade from the top of the retaining wall. From there, Contractor can transition down the face of the retaining wall with EMT conduits and continue the trenching in the customer’s driveway to the new meter panel location.
Contractor to paint the EMT and PVC conduits to match the color of the retaining wall. Contractor to trench electrical and telecommunication services as shown on the project drawings. See the photo below.
• Contractor to offset the handhole behind the retaining wall and avoid disturbing the retaining wall.
• Contractor to seal around the core drill to avoid future seepage from water and soil.
• Contractor to avoid cutting the rebar in the retaining wall if possible. • Contractor to avoid low voltage lighting, irrigation system, and pump to waterfall/pond
• Contractor to cut into driveway/patio at or near existing concrete sawcut delineation by edge of garage
ii. Option 2: Proceed with original design demo/replace portion of retaining wall and driveway as proposed in the original drawings.
SUMMARY
5471 Kearny Villa Road ● Suite 110 ● San Diego, CA 92123 Phone: 714-767-3160 ● [email protected]
Ampirical Services, Inc. ● Page 3
5471 Kearny Villa Road ● Suite 110 ● San Diego, CA 92123 Phone: 714-767-3160 ● [email protected]
Ampirical Services, Inc. ● Page 4
Item: 13.A.
Meeting Date: 8/11/2025
To: City Council
From: Christian Horvath, Assistant to the City Manager / City Clerk Thru: Karina Bañales, City Manager
Subject: Consideration and approval of questions to be used for Traffic Commission appointment interviews during the August 25, 2025 City Council Special Meeting Background:
At the May 12, 2025 City Council meeting, the Council voted to declare a vacancy on the Traffic Commission and directed staff to publicly notice the opening.
The appointment process for filling expiring Commission terms calls for the incumbents and the public to be informed of the openings before the expiration of the current terms. During a normal term expiration window, staff will provide approximately four weeks of public notification by:
1. Posting the notices at City Hall per the Maddy Act;
2. Sending letters to each incumbent advising them of the process to be considered for reappointment; and
3. Advertising the openings in the City Blue Newsletter.
Incumbents or interested individuals must submit Letters of Interest to the City Clerk by a set date and time. Once received, staff will schedule interviews with the candidates and the City Council Personnel Committee, ahead of the publication and posting of the last City Council agenda before the new year and the beginning of new terms.
In the event a vacancy occurs before the term expiration, the vacancy is publicly noticed by posting at City Hall and advertising in the City Blue Newsletter within 20 days of the vacancy, consistent with Government Code Section 54974(a). A final appointment shall not be made by the City Council for at least 10 working days after the notice has been posted.
Discussion:
Upon the May 12, 2025 Declaration of a Traffic Commission vacancy, staff posted notices at City Hall as well as advertised the vacancy and process for submission in multiple Blue Newsletter printings.
Letter of interest submissions were due on Friday, June 20, 2025, at 12pm. Two candidates
responded by the due date: Mr. Roger Hawkins and Mr. Bill Varner.
At the July 28, 2025 City Council meeting, staff verbally updated the Council that the Personnel Committee had been unable to find consensus on an appointment recommendation to the full Council. Discussion ensued, and the City Council opted to hold interviews with each candidate during a Special Meeting to be held on August 25, 2025. Staff were directed to return with potential interview questions that the City Council could choose from in preparation for the special meeting.
Attached are questions from 2019 for the City of Rolling Hills Planning & Traffic Commissions (Attachment A), as well as questions used by the City of Rancho Palos Verdes as part of their Commission application process (Attachment B) and the City of Palos Verdes Estates as part of their Traffic Safety Committee Interview process (Attachment C).
Staff recommends the City Council pick 5–7 questions to be used during the interview process on August 25, 2025.
Fiscal Impact:
None.
Recommendation:
Receive and file. Provide direction to staff regarding which questions will be used to interview candidates at the August 25, 2025 Special meeting.
Attachments:
1. Attachment A - CO_APT_191128_RH_InterviewQuestions
2. Attachment B - CO_APT_250811_RPV_ApplicationQuestions
3. Attachment C - CO_APT_250811_PVE_TrafficSafetyCommittee_InterviewQuestions
2019 – Suggested Interview questions for
City of Rolling Hills Traffic Commission
For the PLANNING COMMISSION interviews,
the following menu of questions is provided for your consideration.
1. Why do you want to serve on the Planning Commission?
2. How does your personal and/or professional background prepare you for being on the Planning Commission?
3. What is your vision for the community and how do you intend to work with your fellow Commissioners to pursue your vision?
4. What has been your personal experience with the Rolling Hills Planning Commission and/or Planning Commissions in general?
5. What do you feel is the role of the Planning Commission?
6. What would you consider a positive outcome of the Planning Commission’s work?
7. Do you know of any potential conflicts of interest or obstacles if you were appointed? Are you or anyone in your household involved with the sale of residential property or the construction or renovation of residential property? If you had an actual or potential conflict of interest, do you agree to disclose it to the Commission and its attorney as soon as you become aware of such conflict? Do you agree to recuse yourself from any case if advised to do so?
8. What is your opinion regarding the interest of a resident in maximizing the use of his/her lot versus the interest in maintaining open spaces and the rural character of the community? How would you reconcile the economic pressure to build out a lot versus the interest in retaining its the rural character?
9. What are your opinions regarding views, land use, stables, environmental impacts, grading and home size? Are you aware of any planning- related laws, rules, and regulations of Rolling Hills that you personally disagree with? Would you be able to faithfully apply the laws, rules, and regulations of Rolling Hills to planning cases that you decide even if you personally disagree with one or more of these laws, rules or regulations?
10. The Planning Commission meets once a month, the third Tuesday of each month at 6:30 PM; and at field trips, usually in the morning on the same day as the Commission meeting. The Planning Commission may also meet at other times, as needed. Are you able to devote the time needed to serve as a Planning Commissioner? If selected, do you agree to prepare for and consistently attend the Commission’s scheduled meetings unless excused?
11. As a commissioner you are required annually to file a Statement of Economic Interests - Form 700 -with the Fair Political Practices Commission (FPPC). This publicly available form is designed to ensure that the assets and income of public officials and their spouses are disclosed so that conflicts of interest may be avoided. If selected, are you willing to submit the financial information required on this form?
12. Is there any other information about you that you believe we should know?
2019 – Suggested Interview questions for
City of Rolling Hills Traffic Commission
For the TRAFFIC COMMISSION interviews,
the following menu of questions is provided for your consideration
1. Why do you want to serve on the Traffic Commission?
2. How does your personal and/or professional background prepare you for being on the Traffic Commission?
3. What are your traffic related concerns for the community and how do you intend to work with your fellow Commissioners to bring them to their attention and address them?
4. What has been your personal experience with the Rolling Hills Traffic Commission and/or Traffic Commissions in general?
5. What do you feel is the role of the Traffic Commission?
6. What would you consider a positive outcome of the Traffic Commission’s work?
7. Do you know of any potential conflicts of interest or obstacles if you were appointed? If you had an actual or potential conflict of interest, do you agree to disclose it to the Commission and its attorney as soon as you become aware of such conflict? Do you agree to recuse yourself from any case if advised to do so? Do you agree to recuse yourself from any case if advised to do so?
8. The Traffic Commission meets every other month on the fourth Thursday, at 8:30 AM. The Traffic Commission may also meet at other times to visit a site, as needed. Are you able to devote the time needed to serve as a Traffic Commissioner? If selected, do you agree to prepare for and consistently attend the Commission’s scheduled meetings unless excused?
9. As a commissioner you are required annually to file a Statement of Economic Interests - Form 700 with the Fair Political Practices Commission (FPPC). This publicly available form is designed to ensure that the assets and income of public officials and their spouses are disclosed so that conflicts of interest may be avoided. If selected, are you willing to submit the financial information required on this form?
10. Is there any other information about you that you believe we should know?
The following are questions embedded within the City of Rancho Palos Verdes Commission applications. Based on an applicant’s responses, the City Council may also ask follow-up questions during a public interview process:
Statement of qualifications: (Briefly describe your educational background, work experience, civic activities, etc., which are relevant to the appointment you are seeking.)
1. Why do you think you should be appointed? What is there specifically in your background, training, education and interests that qualify you as a candidate?
2. Please indicate if you have a specific interest or knowledge about any of the following infrastructure categories: public buildings; park sites; trails; stormwater; sanitary sewer system, including Abalone Cove Sewer District; street rights-of-way and traffic control devices; PVDS/Portuguese Bend landslide.
3. What do you see as the objectives and goals of this advisory board?
4. How would you help achieve these objectives and goals? What special qualities do you bring to this advisory board?
5. Other comments:
QUESTIONS FOR TRAFFIC SAFETY COMMITTEE APPLICANTS
1. Have you previously served on a Board or Committee, and in what capacity? What did you find most satisfying about these appointments?
2. What do you value most about living in Palos Verdes Estates?
3. Why are you interested in serving on the Traffic Safety Committee?
4. What qualifications or expertise would you bring to the Committee? What distinguishes you as a candidate for serving on the Commission?
5. Do you have a specific traffic or parking related issue that you believe should be addressed?
6. Do you have suggestions or answers to solve this problem?
7. Is there anything in your personal or professional life that could present a conflict of interest in your service on the Traffic Safety Committee? Would you be willing to complete and maintain on file with the City an Economic Interest Form 700?
8. What steps would you take to familiarize yourself with the work of the Traffic Safety Committee as its newest member?
9. Is there anything else you would like to tell this group in order to help us make a decision on your application?
10. Have you had a case go through the Traffic Safety Committee?
11. What is your understanding of the role of the Committee?
12. Have you attended any Traffic Safety Committee meetings, read meeting materials or reviewed information about the Commission on the City’s website?
13. Is there anything about the Committee that you’d like to change?
14. Do you have any opinions about traffic in the City, such as traffic around the schools, on particular streets or in the business areas?
Note: The City Council may want to note to all candidates that it is intended to post the name and term of each appointed Commission/Committee member on the City’s website and possibly require the Economic Interest Form 700 for all Committee members (as required for Planning Commissioners).
VAK\EXECASST\Commcomm\TSC-2014
Item: 14.A.
Meeting Date: 8/11/2025
To: City Council
From: Christian Horvath, Assistant to the City Manager / City Clerk Thru: Karina Bañales, City Manager
Subject: Receive and file information regarding Electric Bicycle (E-Bike) regulations, prohibition and safety measures
Background:
At the May 22, 2025 Traffic Commission meeting during Public Comment on Non-Agenda Items, the Rolling Hills Community Association (RHCA) Gate Supervisor, Mark Grindle, spoke about the growing use of E-Bikes within the City, both on the trails and streets. He expressed concern about existing trail prohibitions, the safety dangers posed to equestrian activities or residents, the potential liability to individuals and the community, and inquired about the possibility of enforcement via tickets and/or fines. The RHCA has submitted a letter for Public Comment (Attachment A).
The Traffic Commission requested that this topic be added to the July agenda for discussion. Staff have collected information regarding E-Bikes to assist the Commission.
At the July 24, 2025 Traffic Commission meeting, Staff recommended the Commission begin discussions about E-bikes and provide direction to staff and/or recommendations to the City Council if potential legislative action may be necessary. Chair Wilson requested that staff agendize it as an informational item for the City Council.
Discussion:
Due to the recent proliferation of e-bikes, several cities have adopted regulations requiring that e-bike riders follow all road rules in California, including but not limited to speed limits, passing other vehicles and pedestrians with precautions, and other safety measures. City staff have collected information on E-Bikes (Attachments B & C) and researched neighboring jurisdictions as well as some cities similar to Rolling Hills that may be unique equestrian communities or have a public trail system.
California State law defines e-bike classifications and further outlines existing regulations in the California Vehicle Code (CVC). Some provisions include helmet laws for persons 17 years of age and under, requirements to ride with the flow vehicle traffic, and specific minimum age restrictions for the operation of class III electric bicycles and mopeds. The sections in the CVC mainly pertain to the “Rules of the Road” chapters that address motor vehicles on the roadway/streets and are applicable
to cyclists. Additionally, a State of California e-bike regulation(s) summary can be found in Attachments D & E.
The Rolling Hills Municipal Code (RHMC) includes sections specific to definitions, prohibitions, and requirements, both in accordance with the CVC and in addition to (Attachment F). Staff have highlighted some portions that are applicable to this report.
Staff gathered e-bike research and found that some cities have adopted local ordinances to impose additional regulations for e-bike operation within the jurisdiction (Attachment G & H). Common locally adopted and implemented safety regulations include:
• Setting speed limits
• Requirements for yielding to pedestrians
• Requirements that passengers have a separate seat
• Prohibition of operation in open space or trail areas • Requirements that rides are done as a single file and not more than two abreast • Prohibition on racing or stunt activity
Over the last year, the Los Angeles Sheriff Department (LASD) Lomita Station Community Relations Team trained local Lomita Station deputies on e-bike classifications and safety topics. Similarly, patrols of neighboring city Rolling Hills Estates bridle trails, are conducted by the Lomita Station Community Relations Team and Lomita Sheriff Station Posse.
The South Bay Cities Council of Governments (SBCCOG) is working toward a pilot e-bike sticker program for participating schools within the Palos Verdes Unified School District (PVPUSD). In the fall of 2024, SBCCOG, and representatives from the Lomita Sheriff’s Station and Palos Verdes Estates Police Department were invited to speak at the Parent Teacher’s Association (PTA) leadership meeting to discuss e-bike safety, trends, partnerships, and the e-bike registration pilot program (Attachment I).
Most recently, SBCCOG applied for and was awarded a grant under the Safe Streets and Roads for All (SS4A) to support E-bike safety in the sub-region. This includes the potential for assistance with additional E-bike safety events and initiatives for the Palos Verdes Peninsula area. The SS4A is a U.S. Department of Transportation grant program. Funds have not yet been disbursed, and the timeline for availability remains uncertain due to federal executive orders.
State Legislation:
The Cal Bike online legislative tracker (Attachment J) is a resource for following pending Active Transportation / E-bike State legislation. Some current state regulations the SBCCOG is following include:
1. E-bikes are categorized into 3 classes. Class 3 e-bikes can go 28 mph but cannot have a throttle in California. Additionally, riders must be at least 16 years old to operate these.
2. AB 875 (Muratsuchi) - In the First Chamber
a. Authorizes law enforcement to remove electric motor-powered vehicles with fewer than four wheels that:
i. Exceed 20 mph (not legally classified as e-bikes), and ii. Are operated without proper registration or license. b. Allows removal of class 3 e-bikes if operated by someone under 16 (which is prohibited by
law).
c. May require minors whose class 3 e-bike is impounded to complete a CHP e-bike safety course.
d. Responds to rising e-bike injuries and misuse of modified e-bikes like Super73 that exceed legal speed limits.
e. Supported by law enforcement and safety organizations; no opposition filed.
Local Regulations:
1. Manhattan Beach
a. Adopted September 2023
b. Prohibits riding on City sidewalks, plazas, grass areas, the Strand, parking structures, and Veterans Parkway.
c. Prohibits riding at speeds over 15 miles per hour on the Marvin Braude Bike Trail d. Requires riders to ride in a single file and not more than two abreast. e. Prohibits riding on the back of a bicycle or e-bike without a seat. f. Prohibits speeding, racing, or stunt activity.
2. Hermosa Beach
a. Adopted June 2024
b. Prohibits riding on the Greenbelt
c. Transporting a passenger is prohibited unless the passenger uses a separate seat that is attached to the conveyance.
d. Juveniles under the age of 18 who are cited may have their electric bicycle impounded, to be released to a responsible adult upon payment of a fee. e. Rental bikes must install geofencing technology.
3. Rancho Palos Verdes
a. Prohibits operation of e-bikes on riding or hiking trails or over any fire break or fire protection roads, city parks, beaches, and recreational facilities b. Prohibits racing or speed contests, acrobatic or stunt riding c. Requires helmets for all ages
d. Prohibits riding on sidewalks (except for children up to 14 years old) School Districts:
Finally, local school districts have been at the forefront of E-bike safety education, partnering with law enforcement to administer E-bike sticker programs. These programs require students to undergo safety training before being permitted to ride and park their E-bikes at school. The following school districts have adopted E-bike sticker programs:
1. Palos Verdes Peninsula Unified School District
a. Begins September 2025
b. All PVPUSD students will be required to complete an e-bike safety course and registration process through Pedal Ace, E-Bike Sense, or PVE Police Department. c. This program was piloted by Ridgecrest Intermediate School for the past two school years.
2. Hermosa Beach City School District
a. Program introduced during the 2023-24 school year
b. Requires all Hermosa Valley School students (grades 5-8) to complete in-person
training with E-Bike Sense
3. Redondo Beach Unified School District
a. Program introduced during the 2024-25 school year
b. Requires students in grades 6-12 to complete e-bike safety training through E-Bike Sense, Pedal Ace, or RBPD
4. Manhattan Beach Unified School District
a. Program introduced during the 2024-25 school year
b. Requires all MBUSD students to complete e-bike safety training through E-Bike Sense or Pedal Ace
5. El Segundo Unified School District
a. Program introduced during the 2024-25 school year
The City of Rolling Hills has not implemented any specific educational or safety guidance related to the use of E-Bikes at this time via the website or Blue Newsletter, but could begin to remind residents of existing regulations and general safety tips in coordination with the RHCA.
The City Council can decide whether to have the Traffic Commission discuss further and provide recommendations, or provide direction to staff for further discussion and action at a future City Council meeting.
Fiscal Impact:
None.
Recommendation:
Receive and file. Provide direction to staff.
Attachments:
1. Attachment A - CL_AGN_250724_TC_RHCA_PublicComment
2. Attachment B - CL_AGN_250724_TC_GuideToE-BikeClassifications
3. Attachment C - CL_AGN_250724_TC_CBC_InfoSheet
4. Attachment D - CL_AGN_250724_TC_CA_VehicleCode_D11_C1_A4_21200-21214.7
5. Attachment E - CL_AGN_250724_TC_CA_VehicleCode_Sec312.5
6. Attachment F - CL_AGN_250724_TC_RHMC_Bikes
7. Attachment G - CL_AGN_250724_TC_SouthBay_E-bike_Info
8. Attachment H - CL_AGN_250724_TC_SouthBay_E-bike_Matrix
9. Attachment I - CL_AGN_250724_TC_PVPUSD_E-BikeSafetyProgram
10. Attachment J - CL_AGN_250724_TC_CalBike_LegislativeWatch
1 What Is an E-Bike?
A Guide to California E-Bike Classifications.
June 21, 2024 / by Kevin Claxton, California Bike Coalition Note: This information was compiled in August of 2023 and updated in June 2024. California laws and regulations are subject to change. Please consult the California Vehicle Code (CVC) sections governing e-bikes for the most up-to-date information.
Some of the recent furor over the increased presence of e-bikes on California streets has centered on mobility devices sold as e-bikes that may push the boundaries of what counts as an electric bicycle in the state of California. So here’s a look at e-bike classification, an emerging class of two-wheeled vehicles called ZEMs, and the gray area in between.
E-bikes and the law
As legally defined vehicles, e-bikes are subject to several laws in California (and even some federal regulations as well). Under California law, an e-bike is essentially treated the same as a standard bicycle—with a few exceptions. E-bikes are to be operated like conventional bicycles in California and are not considered motor vehicles under the California Vehicle Code.
As such, e-bikes in California are exempted from various laws and requirements that apply to motorcycles and automobiles. For example, e-bike operators need not have or use:
• Operator’s licenses
• State or local registration
• Motor vehicle insurance
• License plates
So what is an e-bike?
California’s e-bike classifications
The California vehicle code defines e-bikes as: “[A] bicycle equipped with fully operable pedals and an electric motor of less than 750 watts.” It further breaks e-bikes into three categories, following a classification system created by PeopleForBikes that has been adopted in 40 states. • Class 1: Provides assistance only when the rider is pedaling and ceases to provide assistance when the bicycle reaches a speed of 20 mph
• Class 2: Operates via pedal-assist or throttle and ceases to provide assistance when the bicycle reaches a speed of 20 mph
• Class 3: Provides assistance only when the rider is pedaling and ceases to provide assistance when the bicycle reaches a speed of 28 mph
Because there is some variation in e-bike classification from state to state, an e-bike manufacturer may not specify an e-bike’s class on their website. You can determine the class by comparing the bike’s specifications to the information above or asking at the bike shop where you buy your e-bike.
Who can operate an e-bike in California?
There are no age restrictions on Class 1 and 2 e-bikes. Riders must be at least 16 to operate a Class 3 e-bike, and all Class 3 riders must wear helmets. All riders under 18 must wear a helmet on any type of bike, motorized or not.
Who can carry passengers on an e-bike?
All e-bikes set up to accommodate passengers are permitted to carry a passenger. Riders and passengers under 18 must wear a helmet. Passengers of all ages on Class 3 e-bikes must wear helmets.
2 Which e-bikes are pedal assist only?
Class 1 and Class 3 e-bikes provide a boost from the motor only when the rider pedals. If the rider stops pedaling, the motor cuts out and the bike loses momentum.
What’s the top speed of a throttle e-bike?
Class 2 e-bikes, which have a throttle that allows the motor to power the bike without the rider pedaling, have a maximum motor speed of 20 mph.
Can e-bikes go faster than their assist limits?
E-bikes provide a boost up to their speed limits (20 and 28 mph). A rider may go faster than that by pedaling harder, but the motor won’t give any additional propulsion over those speeds.
What’s a zero-emission motorcycle (ZEM)?
Electric motorcycles, classified as zero-emission motorcycles (ZEMs) by the California Air Resources Board (CARB), can include anything from a moped or motorized scooter to a full-sized motorcycle. A ZEM may have a powerful enough engine to travel at freeway speeds, but not all do.
Unlike e-bikes, ZEMs must be registered with the DMV and are not allowed to ride in bike lanes. ZEMs do not have pedals and operate solely on motor power.
CARB is working on creating incentives for ZEMs as part of California’s transition to clean transportation.
Where can I ride?
The law prevents cities from restricting access to e-bike riders in places like bicycle paths or trails, bikeways, and bicycle lanes.
People may ride e-bikes on roadways but are subject to the California Vehicle Code (CVC)—which covers basic rules of the road, like going with the flow of traffic and obeying lights and signs.
Local authorities could still block access to e-bikes on certain equestrian trails or hiking and recreational trails.
The Department of Parks and Recreation may prohibit the operation of an electric bicycle or any class of electric bicycle on any bicycle path or trail within the department’s jurisdiction.
New e-bike regulations in the works
Several laws relating to e-bikes are moving through the California legislature and, in addition, local jurisdictions are creating local restrictions on where people can ride e-bikes. You can find a list of Orange County local regulations in this spreadsheet and we recently wrote a summary of e-bike bills. Join CalBike’s mailing list to stay up to date on the latest developments.
Two-wheeled EVs in the gray area
Some electric, two-wheeled vehicles fall into a gray area between e-bikes and ZEMs. These bikes can be manufactured and sold in California but may not be street-legal under California e-bike regulations.
For example, at least one manufacturer markets their products as e-bikes but sells bikes with an “off-road” setting with a top speed listed as “28+ mph,” implying that the motor is capable of providing a boost above California’s top e-bike speed of 28 mph. Another brand doesn’t list the top speed or e-bike class on its website.
It’s unclear whether bikes like these qualify as e-bikes under California law, which states, in part: “On and after January 1, 2017, manufacturers and distributors of electric bicycles shall apply a label that is permanently affixed, in a prominent location, to each electric bicycle. The label shall contain the classification number, top assisted speed, and motor wattage of the electric bicycle, and shall be printed in Arial font in at least 9-point type.”
3 It may not look like a bike
E-bikes evolved from traditional bikes, so many e-bikes resemble standard bikes modified to include a motor and battery. However, some new e-bike models are moving away from traditional bicycle design. They may have fat tires and frames that resemble small motorbikes more than standard bicycles. As long as they have operable pedals and fall within California’s e-bike classification system, these e-bikes are bicycles and may use bike lanes.
What is not an e-bike?
According to the California DMV, two categories of classification exist between e-bikes and motorcycles.
A motor-driven cycle is “a motorcycle with less than a 150 cc motor size.” These bikes are not allowed to operate on controlled-access freeways or highways.
A motorized bicycle or moped is “a two or three-wheeled device, capable of no more than 30 miles per hour (mph) on level ground.” The vehicle code further defines this type of bike as “having fully operative pedals for propulsion by human power, or having no pedals if powered solely by electrical energy.” The DMV notes that these vehicles may use bike lanes, if authorized by local ordinance.
Both motor-driven cycles and mopeds must be registered with the DMV (e-bikes are not required to register), and riders need a motorcycle license to operate them.
Some of the bikes that fall into the gray area may be more properly classified as mopeds or motorcycles (if their motors go faster than 30 mph) than e-bikes.
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21200.
21200.5.
21201.
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VEHICLE CODE - VEH
DIVISION 11. RULES OF THE ROAD [21000 - 23336] ( Division 11 enacted by Stats. 1959, Ch. 3. ) CHAPTER 1. Obedience to and Effect of Traffic Laws [21000 - 21300] ( Chapter 1 enacted by Stats. 1959, Ch. 3. ) ARTICLE 4. Operation of Bicycles [21200 - 21214.7] ( Article 4 added by Stats. 1963, Ch. 479. ) (a) (1) A person riding a bicycle or operating a pedicab upon a highway has all the rights and is subject to all the provisions applicable to the driver of a vehicle by this division, including, but not limited to, provisions concerning driving under the influence of alcoholic beverages or drugs, and by Division 10 (commencing with Section 20000), Section 27400, Division 16.7 (commencing with Section 39000), Division 17 (commencing with Section 40000.1), and Division 18 (commencing with Section 42000), except those provisions which by their very nature can have no application. (2) A person operating a bicycle on a Class I bikeway, as defined in subdivision (a) of Section 890.4 of the Streets and Highways Code, has all the rights and is subject to all the provisions applicable to the driver of a vehicle pursuant to Section 20001, except those provisions which by their very nature can have no application. (b) (1) A peace officer, as defined in Chapter 4.5 (commencing with Section 830) of Title 3 of Part 2 of the Penal Code, operating a bicycle during the course of his or her duties is exempt from the requirements of subdivision (a), except as those requirements relate to driving under the influence of alcoholic beverages or drugs, if the bicycle is being operated under any of the following circumstances:
(A) In response to an emergency call.
(B) While engaged in rescue operations.
(C) In the immediate pursuit of an actual or suspected violator of the law. (2) This subdivision does not relieve a peace officer from the duty to operate a bicycle with due regard for the safety of all persons using the highway.
(Amended by Stats. 2018, Ch. 139, Sec. 1. (AB 1755) Effective January 1, 2019.) Notwithstanding Section 21200, it is unlawful for any person to ride a bicycle upon a highway while under the influence of an alcoholic beverage or any drug, or under the combined influence of an alcoholic beverage and any drug. Any person arrested for a violation of this section may request to have a chemical test made of the person’s blood, breath, or urine for the purpose of determining the alcoholic or drug content of that person’s blood pursuant to Section 23612, and, if so requested, the arresting officer shall have the test performed. A conviction of a violation of this section shall be punished by a fine of not more than two hundred fifty dollars ($250). Violations of this section are subject to Section 13202.5. (Amended by Stats. 1999, Ch. 22, Sec. 17. Effective May 26, 1999.) (a) No person shall operate a bicycle on a roadway unless it is equipped with a brake that will enable the operator to make one braked wheel skid on dry, level, clean pavement. (b) No person shall operate on the highway a bicycle equipped with handlebars so raised that the operator must elevate his or her hands above the level of his or her shoulders in order to grasp the normal steering grip area. (c) No person shall operate upon a highway a bicycle that is of a size that prevents the operator from safely stopping the bicycle, supporting it in an upright position with at least one foot on the ground, and restarting it in a safe manner. (d) A bicycle operated during darkness upon a highway, a sidewalk where bicycle operation is not prohibited by the local jurisdiction, or a bikeway, as defined in Section 890.4 of the Streets and Highways Code, shall be equipped with all of the following:
(1) A lamp emitting a white light that, while the bicycle is in motion, illuminates the highway, sidewalk, or bikeway in front of the bicyclist and is visible from a distance of 300 feet in front and from the sides of the bicycle.
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21201.5.
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(2) A red reflector or a solid or flashing red light with a built-in reflector on the rear that shall be visible from a distance of 500 feet to the rear when directly in front of lawful upper beams of headlamps on a motor vehicle. (3) A white or yellow reflector on each pedal, shoe, or ankle visible from the front and rear of the bicycle from a distance of 200 feet.
(4) A white or yellow reflector on each side forward of the center of the bicycle, and a white or red reflector on each side to the rear of the center of the bicycle, except that bicycles that are equipped with reflectorized tires on the front and the rear need not be equipped with these side reflectors.
The reflectors and reflectorized tires shall be of a type meeting requirements established by the department. (e) A lamp or lamp combination, emitting a white light, attached to the operator and visible from a distance of 300 feet in front and from the sides of the bicycle, may be used in lieu of the lamp required by paragraph (1) of subdivision (d). (Amended by Stats. 2015, Ch. 549, Sec. 2. (AB 28) Effective January 1, 2016.) (a) A bicycle or motorized bicycle used by a peace officer, as defined in Section 830.1 of, subdivision (a), (b), (c), (d), (e), (f), (g), or (i) of Section 830.2 of, subdivision (b) or (d) of Section 830.31 of, subdivision (a) or (b) of Section 830.32 of, Section 830.33 of, subdivision (a) of Section 830.36 of, subdivision (a) of Section 830.4 of, or Section 830.6 of, the Penal Code, in the performance of the peace officer’s duties, may display a steady or flashing blue warning light that is visible from the front, sides, or rear of the bicycle or motorized bicycle. (b) No person shall display a steady or flashing blue warning light on a bicycle or motorized bicycle except as authorized under subdivision (a).
(Added by Stats. 1998, Ch. 877, Sec. 65. Effective January 1, 1999.) (a) No person shall sell, or offer for sale, a reflex reflector or reflectorized tire of a type required on a bicycle unless it meets requirements established by the department. If there exists a federal Consumer Product Safety Commission regulation applicable to bicycle reflectors, the provisions of that regulation shall prevail over provisions of this code or requirements established by the department pursuant to this code relative to bicycle reflectors. (b) No person shall sell, or offer for sale, a new bicycle that is not equipped with a red reflector on the rear, a white or yellow reflector on each pedal visible from the front and rear of the bicycle, a white or yellow reflector on each side forward of the center of the bicycle, and a white or red reflector on each side to the rear of the center of the bicycle, except that bicycles which are equipped with reflectorized tires on the front and rear need not be equipped with these side reflectors. (c) Area reflectorizing material meeting the requirements of Section 25500 may be used on a bicycle. (Amended by Stats. 1980, Ch. 399, Sec. 2. Effective July 11, 1980.) (a) Any person operating a bicycle upon a roadway at a speed less than the normal speed of traffic moving in the same direction at that time shall ride as close as practicable to the right-hand curb or edge of the roadway except under any of the following situations:
(1) When overtaking and passing another bicycle or vehicle proceeding in the same direction. (2) When preparing for a left turn at an intersection or into a private road or driveway. (3) When reasonably necessary to avoid conditions (including, but not limited to, fixed or moving objects, vehicles, bicycles, pedestrians, animals, surface hazards, or substandard width lanes) that make it unsafe to continue along the right-hand curb or edge, subject to the provisions of Section 21656. For purposes of this section, a “substandard width lane” is a lane that is too narrow for a bicycle and a vehicle to travel safely side by side within the lane. (4) When approaching a place where a right turn is authorized. (b) Any person operating a bicycle upon a roadway of a highway, which highway carries traffic in one direction only and has two or more marked traffic lanes, may ride as near the left-hand curb or edge of that roadway as practicable. (Amended by Stats. 1996, Ch. 674, Sec. 4. Effective January 1, 1997.) No person riding upon any motorcycle, motorized bicycle, bicycle, coaster, roller skates, sled, or toy vehicle shall attach the same or himself to any streetcar or vehicle on the roadway. (Amended by Stats. 1981, Ch. 813, Sec. 11.)
(a) A person operating a bicycle upon a highway shall not ride other than upon or astride a permanent and regular seat attached thereto, unless the bicycle was designed by the manufacturer to be ridden without a seat. 7/19/25, 10:38 AM Codes Display Text
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(b) An operator shall not allow a person riding as a passenger, and a person shall not ride as a passenger, on a bicycle upon a highway other than upon or astride a separate seat attached thereto. If the passenger is four years of age or younger, or weighs 40 pounds or less, the seat shall have adequate provision for retaining the passenger in place and for protecting the passenger from the moving parts of the bicycle.
(Amended by Stats. 2009, Ch. 594, Sec. 1. (SB 527) Effective January 1, 2010.) No person operating a bicycle shall carry any package, bundle or article which prevents the operator from keeping at least one hand upon the handlebars.
(Added by Stats. 1963, Ch. 479.)
This chapter does not prevent local authorities, by ordinance, from regulating the registration of bicycles and the parking and operation of bicycles on pedestrian or bicycle facilities, provided such regulation is not in conflict with the provisions of this code.
(Amended by Stats. 1976, Ch. 751.)
(a) This chapter does not prohibit local authorities from establishing, by ordinance or resolution, bicycle lanes separated from any vehicular lanes upon highways, other than state highways as defined in Section 24 of the Streets and Highways Code and county highways established pursuant to Article 5 (commencing with Section 1720) of Chapter 9 of Division 2 of the Streets and Highways Code.
(b) Bicycle lanes established pursuant to this section shall be constructed in compliance with Section 891 of the Streets and Highways Code.
(Amended by Stats. 1993, Ch. 517, Sec. 4. Effective January 1, 1994.) (a) Notwithstanding Sections 21207 and 23127 of this code, or any other law, a motorized bicycle shall not be operated on a bicycle path or trail, bikeway, bicycle lane established pursuant to Section 21207, equestrian trail, or hiking or recreational trail, unless it is within or adjacent to a roadway or unless the local authority or the governing body of a public agency having jurisdiction over the path or trail permits, by ordinance, that operation. (b) The local authority or governing body of a public agency having jurisdiction over an equestrian trail, or hiking or recreational trail, may prohibit, by ordinance, the operation of an electric bicycle or any class of electric bicycle on that trail. (c) The Department of Parks and Recreation may prohibit the operation of an electric bicycle or any class of electric bicycle on any bicycle path or trail within the department’s jurisdiction. (Amended by Stats. 2022, Ch. 343, Sec. 1. (AB 1909) Effective January 1, 2023.) (a) Whenever a bicycle lane has been established on a roadway pursuant to Section 21207, any person operating a bicycle upon the roadway at a speed less than the normal speed of traffic moving in the same direction at that time shall ride within the bicycle lane, except that the person may move out of the lane under any of the following situations:
(1) When overtaking and passing another bicycle, vehicle, or pedestrian within the lane or about to enter the lane if the overtaking and passing cannot be done safely within the lane. (2) When preparing for a left turn at an intersection or into a private road or driveway. (3) When reasonably necessary to leave the bicycle lane to avoid debris or other hazardous conditions. (4) When approaching a place where a right turn is authorized. (b) No person operating a bicycle shall leave a bicycle lane until the movement can be made with reasonable safety and then only after giving an appropriate signal in the manner provided in Chapter 6 (commencing with Section 22100) in the event that any vehicle may be affected by the movement. (Amended by Stats. 1996, Ch. 674, Sec. 5. Effective January 1, 1997.) (a) No person shall drive a motor vehicle in a bicycle lane established on a roadway pursuant to Section 21207 except as follows:
(1) To park where parking is permitted.
(2) To enter or leave the roadway.
(3) To prepare for a turn within a distance of 200 feet from the intersection. 7/19/25, 10:38 AM Codes Display Text
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21210.
21211.
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(b) This section does not prohibit the use of a motorized bicycle in a bicycle lane, pursuant to Section 21207.5, at a speed no greater than is reasonable or prudent, having due regard for visibility, traffic conditions, and the condition of the roadway surface of the bicycle lane, and in a manner which does not endanger the safety of bicyclists. (Amended by Stats. 1988, Ch. 262, Sec. 1.)
No person shall leave a bicycle lying on its side on any sidewalk, or shall park a bicycle on a sidewalk in any other position, so that there is not an adequate path for pedestrian traffic. Local authorities may, by ordinance or resolution, prohibit bicycle parking in designated areas of the public highway, provided that appropriate signs are erected. (Added by Stats. 1976, Ch. 751.)
(a) No person may stop, stand, sit, or loiter upon any class I bikeway, as defined in subdivision (a) of Section 890.4 of the Streets and Highways Code, or any other public or private bicycle path or trail, if the stopping, standing, sitting, or loitering impedes or blocks the normal and reasonable movement of any bicyclist. (b) No person may place or park any bicycle, vehicle, or any other object upon any bikeway or bicycle path or trail, as specified in subdivision (a), which impedes or blocks the normal and reasonable movement of any bicyclist unless the placement or parking is necessary for safe operation or is otherwise in compliance with the law. (c) This section does not apply to drivers or owners of utility or public utility vehicles, as provided in Section 22512. (d) This section does not apply to owners or drivers of vehicles who make brief stops while engaged in the delivery of newspapers to customers along the person’s route.
(e) This section does not apply to the driver or owner of a rubbish or garbage truck while actually engaged in the collection of rubbish or garbage within a business or residence district if the front turn signal lamps at each side of the vehicle are being flashed simultaneously and the rear turn signal lamps at each side of the vehicle are being flashed simultaneously. (f) This section does not apply to the driver or owner of a tow vehicle while actually engaged in the towing of a vehicle if the front turn signal lamps at each side of the vehicle are being flashed simultaneously and the rear turn signal lamps at each side of the vehicle are being flashed simultaneously.
(Amended by Stats. 2001, Ch. 127, Sec. 7. Effective July 30, 2001.) (a) A person under 18 years of age shall not operate a bicycle, a nonmotorized scooter, or a skateboard, nor wear inline or roller skates, nor ride upon a bicycle, a nonmotorized scooter, or a skateboard as a passenger, upon a street, bikeway, as defined in Section 890.4 of the Streets and Highways Code, or any other public bicycle path or trail unless that person is wearing a properly fitted and fastened bicycle helmet that meets the standards of either the American Society for Testing and Materials (ASTM) or the United States Consumer Product Safety Commission (CPSC), or standards subsequently established by those entities. This requirement also applies to a person who rides upon a bicycle while in a restraining seat that is attached to the bicycle or in a trailer towed by the bicycle. (b) A helmet sold or offered for sale for use by operators and passengers of bicycles, nonmotorized scooters, skateboards, or in-line or roller skates shall be conspicuously labeled in accordance with the standard described in subdivision (a), which shall constitute the manufacturer’s certification that the helmet conforms to the applicable safety standards. (c) A person shall not sell, or offer for sale, for use by an operator or passenger of a bicycle, nonmotorized scooter, skateboard, or in-line or roller skates any safety helmet that is not of a type meeting requirements established by this section.
(d) A charge under this section shall be dismissed when the person charged alleges in court, under oath, that the charge against the person is the first charge against that person under this section, unless it is otherwise established in court that the charge is not the first charge against the person.
(e) (1) Except as provided in subdivision (d), a violation of this section is an infraction punishable by a fine of not more than twenty-five dollars ($25).
(2) The parent or legal guardian having control or custody of an unemancipated minor whose conduct violates this section shall be jointly and severally liable with the minor for the amount of the fine imposed pursuant to this subdivision. (f) A record of the action shall not be transmitted to the court and a fee shall not be imposed pursuant to Section 40611 upon a citation for not wearing a properly fitted and fastened bicycle helmet pursuant to subdivision (a) if the parent or legal guardian of the person described in subdivision (a) delivers proof to the issuing agency within 120 days after the citation was issued that the person has a helmet meeting the requirements specified in subdivision (a) and the person has completed a local bicycle safety course or a related safety course, if one is available, as prescribed by authorities in the local jurisdiction.
(g) Notwithstanding Section 1463 of the Penal Code or any other law, the fines collected for a violation of this section shall be allocated as follows:
(1) Seventy-two and one-half percent of the amount collected shall be deposited in a special account of the county health department, to be used for bicycle, nonmotorized scooter, skateboard, and in-line and roller skate safety education and for 7/19/25, 10:38 AM Codes Display Text
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assisting low-income families in obtaining approved bicycle helmets for persons under 18 years of age, either on a loan or purchase basis. The county may contract for the implementation of this program, which, to the extent practicable, shall be operated in conjunction with the child passenger restraint program pursuant to Section 27360. (2) Two and one-half percent of the amount collected shall be deposited in the county treasury to be used by the county to administer the program described in paragraph (1).
(3) If the violation occurred within a city, 25 percent of the amount collected shall be transferred to, and deposited in, the treasury of that city. If the violation occurred in an unincorporated area, this 25 percent shall be deposited and used pursuant to paragraph (1).
(Amended by Stats. 2019, Ch. 497, Sec. 273. (AB 991) Effective January 1, 2020.) (a) A person under 16 years of age shall not operate a class 3 electric bicycle. (b) A person shall not operate a class 3 electric bicycle, or ride upon a class 3 electric bicycle as a passenger, upon a street, bikeway, as defined in Section 890.4 of the Streets and Highways Code, or any other public bicycle path or trail, unless that person is wearing a properly fitted and fastened bicycle helmet that meets the standards of either the American Society for Testing and Materials (ASTM) or the United States Consumer Product Safety Commission (CPSC), or standards subsequently established by those entities. This helmet requirement also applies to a person who rides upon a class 3 electric bicycle while in a restraining seat that is attached to the bicycle or in a trailer towed by the bicycle. (Added by Stats. 2015, Ch. 568, Sec. 6. (AB 1096) Effective January 1, 2016.) (a) On or before January 1, 2026, the Mineta Transportation Institute at San Jose State University, in consultation with relevant stakeholders, shall conduct a study on electric bicycles to inform efforts to improve the safety of all users of the transportation system, and submit a report of the findings from the study to the Legislature. The study shall examine, identify, and analyze available information, including, but not be limited to, all of the following topics:
(1) Data on injuries, crashes, emergency room visits, and deaths related to bicycles and electric bicycles. (2) Factors and circumstances that are correlated with the crashes of bicycles and electric bicycles. (3) Best practices for policy to promote safe use of electric bicycles. (4) Laws in other state vehicle codes pertaining to electric bicycles. (5) Data on the safety impacts from electric bicycle components and accessories including, but not limited to, headlights, speedometers, brakes, tires, bells, and reflectors.
(6) Data on the safety performance of electric bicycle batteries. (7) Data on the manufacturing of electric bicycles, including, but not limited to, the market of electric bicycles, manufacturer information, sales patterns, and the number of electric bicycles on California roads, including the usage by city and the reasons behind the usage.
(8) Review of policies that other countries with high electric bicycle ridership use to promote the safe use of electric bicycles, including, but not limited to, cyclist and driver training, street infrastructure policy, and insurance or licensing requirements.
(9) Recommendations for state policy to support expanded use of electric bicycles that protects the safety of riders and other road users, including, but not limited to, recommendations on whether there are needed revisions to the Vehicle Code, and improved data collection on electric bicycles. (b) (1) A report to be submitted pursuant to subdivision (a) shall be submitted in compliance with Section 9795 of the Government Code.
(2) Pursuant to Section 10231.5 of the Government Code, this section is repealed on January 1, 2030. (Added by Stats. 2023, Ch. 869, Sec. 2. (SB 381) Effective January 1, 2024. Repealed as of January 1, 2030 by its own provisions.) (a) This section shall be known, and may be cited, as the Marin Electric Bicycle Safety Pilot Program. (b) A local authority within the County of Marin, or the County of Marin in unincorporated areas, may, by ordinance or resolution, prohibit a person under 16 years of age from operating a class 2 electric bicycle. (c) A local authority within the County of Marin, or the County of Marin in unincorporated areas, may, by ordinance or resolution, require a person operating a class 2 electric bicycle to wear a bicycle helmet, as described in subdivision (b) of 7/19/25, 10:38 AM Codes Display Text
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Section 21213.
(d) (1) An ordinance or resolution adopted pursuant to this section shall make a violation punishable by warning notices for the first 60 days after the prohibition comes into effect. (2) An ordinance or resolution prohibiting a person under 16 years of age from operating a class 2 electric bicycle shall make, after the first 60 days the prohibition has been in effect, a violation an infraction punishable by a fine of twenty-five dollars ($25). A record of the action shall not be transmitted to the court and a fee shall not be imposed upon a citation of this infraction if the parent or legal guardian of the person who violated the prohibition delivers proof to the issuing agency within 120 days after the citation was issued that the person has completed an electric bicycle safety and training course pursuant to Section 894 of the Streets and Highways Code. (3) An ordinance or resolution requiring a person operating a class 2 electric bicycle to wear a bicycle helmet shall make, after the first 60 days the prohibition has been in effect, a violation an infraction punishable by a fine of twenty-five dollars ($25). A record of the action shall not be transmitted to the court and a fee shall not be imposed upon a citation of this infraction if the person who violated the requirement, or if that person is an unemancipated minor, their parent or guardian, delivers proof to the issuing agency within 120 days after the citation was issued that the person has a helmet meeting the requirements specified in subdivision (a) of Section 21212 and the person has completed a local bicycle safety course or a related safety course, if one is available, as prescribed by authorities in the local jurisdiction. (4) If the person who violates an ordinance or resolution adopted pursuant to this section is an unemancipated minor, the parent or legal guardian having control or custody of the minor shall be jointly and severally liable with the minor for the amount of any fine imposed pursuant to this subdivision. (e) (1) If an ordinance or resolution is adopted pursuant to this section, the county shall, by January 1, 2028, submit a report to the Legislature that includes all of the following:
(A) The total number of traffic stops initiated for violations. (B) The results of the traffic stops, including whether a warning or citation was issued, property was seized, or an arrest was made.
(C) The number of times a person was stopped for allegedly operating a class 2 electric bicycle while under 16 years of age but was found to be over the age limit.
(D) If a warning or citation was issued, a description of the warning or the violation cited. (E) If an arrest or traffic stop was made, the offense cited by the officer for the arrest or traffic stop and the perceived race or ethnicity, gender, and approximate age of the person stopped, provided that the identification of these characteristics is solely based on the observation and perception of the peace officer who initiated the traffic stop. (F) The actions taken by a peace officer during the traffic stops, including, but not limited to, all of the following:
(i) Whether the peace officer asked for consent to search the person, and, if so, whether consent was provided. (ii) Whether the peace officer searched the person or any property, and, if so, the basis for the search and the type of contraband or evidence discovered.
(iii) Whether the peace officer seized any property and, if so, the type of property that was seized and the basis for seizing the property.
(G) The number of times that a person under 16 years of age was operating an electric bicycle and was involved in a crash that resulted in a permanent, serious injury, as defined in Section 20001, or a fatality in the six months prior to the adoption of the ordinance or resolution, the cause of the crash, and the class of the electric bicycle that was being operated at the time of the crash.
(H) The number of times that a person under 16 years of age was operating an electric bicycle and was involved in a crash that resulted in a permanent, serious injury, as defined in Section 20001, or a fatality after the adoption of the ordinance or resolution, the cause of the crash, and the class of the electric bicycle that was being operated at the time of the crash.
(2) A report submitted pursuant to this section shall be submitted in compliance with Section 9795 of the Government Code.
(f) A local authority or the County of Marin shall administer a public information campaign for at least 30 calendar days prior to the enactment of an ordinance or resolution pursuant to this section, including public announcements in major media outlets and press releases.
(g) This section shall become inoperative on January 1, 2029, and as of that date is repealed. (Added by Stats. 2024, Ch. 1005, Sec. 1. (AB 1778) Effective January 1, 2025. Repealed as of January 1, 2029, by its own provisions.) 7/19/25, 10:38 AM Codes Display Text
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21214.7. (a) This section shall be known, and may be cited, as the San Diego Electric Bicycle Safety Pilot Program. (b) A local authority within the County of San Diego, or the County of San Diego in unincorporated areas, may, by ordinance or resolution, prohibit a person under 12 years of age from operating a class 1 or 2 electric bicycle. (c) (1) A violation of an ordinance or resolution adopted pursuant to this section shall be punishable as follows:
(A) For the first 60 days after the prohibition comes into effect, a warning notice. (B) After the first 60 days, a violation of the ordinance or resolution shall be an infraction punishable by a fine of twenty-five dollars ($25).
(2) A record of the action shall not be transmitted to the court and a fee shall not be imposed upon a citation for this infraction if the parent or legal guardian of the person who violated the prohibition delivers proof to the issuing agency within 120 days after the citation was issued that the person has completed an electric bicycle safety and training program pursuant to Section 894 of the Streets and Highways Code. (3) If an unemancipated minor violates an ordinance or resolution adopted pursuant to this section, a parent or legal guardian with control or custody of the minor shall be jointly and severally liable with the minor for the amount of a fine imposed pursuant to this subdivision.
(d) (1) If an ordinance or resolution is adopted pursuant to this section, the county shall, by January 1, 2028, submit a report to the Legislature that includes all of the following:
(A) The total number of traffic stops initiated for a violation of the ordinance or resolution adopted pursuant to this section.
(B) The results of those traffic stops, including whether a warning or citation was issued, property was seized, or an arrest was made.
(C) The number of times a person was stopped for allegedly operating a class 1 or class 2 electric bicycle while under 12 years of age but was found to be over the age limit. (D) If a warning or citation was issued, a description of the warning or the violation cited. (E) If an arrest or traffic stop was made, the offense cited by the officer for the arrest or traffic stop and the perceived race or ethnicity, gender, and approximate age of the person stopped, provided that the identification of these characteristics is solely based on the observation and perception of the peace officer who initiated the traffic stop. (F) The actions taken by a peace officer during a traffic stop, including, but not limited to, all of the following:
(i) Whether the peace officer asked for consent to search the person and, if so, whether consent was provided. (ii) Whether the peace officer searched the person or property, and, if so, the basis for the search and the type of contraband or evidence discovered.
(iii) Whether the peace officer seized property and, if so, the type of property that was seized and the basis for seizing the property.
(G) The number of times a person opted to complete, and did complete, the training course in lieu of paying the fine. (H) The number of times that a person under 12 years of age was operating an electric bicycle and was involved in a crash that resulted in a permanent, serious injury, as defined in Section 20001, or a fatality in the six months prior to the adoption of the ordinance or resolution, the cause of the crash, and the class of the electric bicycle that was being operated at the time of the crash.
(I) The number of times that a person under 12 years of age was operating an electric bicycle and was involved in a crash that resulted in a permanent, serious injury, as defined in Section 20001, or a fatality after the adoption of the ordinance or resolution, the cause of the crash, and the class of the electric bicycle that was being operated at the time of the crash.
(2) A report submitted pursuant to this section shall be submitted in compliance with Section 9795 of the Government Code.
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(e) A local authority shall administer a public information campaign for at least 30 calendar days prior to the enactment of an ordinance or resolution adopted pursuant to this section, which shall include public announcements in major media outlets and press releases.
(f) This section shall remain in effect only until January 1, 2029, and as of that date is repealed. (Added by Stats. 2024, Ch. 823, Sec. 1. (AB 2234) Effective January 1, 2025. Repealed as of January 1, 2029, by its own provisions.) 7/19/25, 10:38 AM Codes Display Text
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21200.
21200.5.
21201.
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VEHICLE CODE - VEH
DIVISION 11. RULES OF THE ROAD [21000 - 23336] ( Division 11 enacted by Stats. 1959, Ch. 3. ) CHAPTER 1. Obedience to and Effect of Traffic Laws [21000 - 21300] ( Chapter 1 enacted by Stats. 1959, Ch. 3. ) ARTICLE 4. Operation of Bicycles [21200 - 21214.7] ( Article 4 added by Stats. 1963, Ch. 479. ) (a) (1) A person riding a bicycle or operating a pedicab upon a highway has all the rights and is subject to all the provisions applicable to the driver of a vehicle by this division, including, but not limited to, provisions concerning driving under the influence of alcoholic beverages or drugs, and by Division 10 (commencing with Section 20000), Section 27400, Division 16.7 (commencing with Section 39000), Division 17 (commencing with Section 40000.1), and Division 18 (commencing with Section 42000), except those provisions which by their very nature can have no application. (2) A person operating a bicycle on a Class I bikeway, as defined in subdivision (a) of Section 890.4 of the Streets and Highways Code, has all the rights and is subject to all the provisions applicable to the driver of a vehicle pursuant to Section 20001, except those provisions which by their very nature can have no application. (b) (1) A peace officer, as defined in Chapter 4.5 (commencing with Section 830) of Title 3 of Part 2 of the Penal Code, operating a bicycle during the course of his or her duties is exempt from the requirements of subdivision (a), except as those requirements relate to driving under the influence of alcoholic beverages or drugs, if the bicycle is being operated under any of the following circumstances:
(A) In response to an emergency call.
(B) While engaged in rescue operations.
(C) In the immediate pursuit of an actual or suspected violator of the law. (2) This subdivision does not relieve a peace officer from the duty to operate a bicycle with due regard for the safety of all persons using the highway.
(Amended by Stats. 2018, Ch. 139, Sec. 1. (AB 1755) Effective January 1, 2019.) Notwithstanding Section 21200, it is unlawful for any person to ride a bicycle upon a highway while under the influence of an alcoholic beverage or any drug, or under the combined influence of an alcoholic beverage and any drug. Any person arrested for a violation of this section may request to have a chemical test made of the person’s blood, breath, or urine for the purpose of determining the alcoholic or drug content of that person’s blood pursuant to Section 23612, and, if so requested, the arresting officer shall have the test performed. A conviction of a violation of this section shall be punished by a fine of not more than two hundred fifty dollars ($250). Violations of this section are subject to Section 13202.5. (Amended by Stats. 1999, Ch. 22, Sec. 17. Effective May 26, 1999.) (a) No person shall operate a bicycle on a roadway unless it is equipped with a brake that will enable the operator to make one braked wheel skid on dry, level, clean pavement. (b) No person shall operate on the highway a bicycle equipped with handlebars so raised that the operator must elevate his or her hands above the level of his or her shoulders in order to grasp the normal steering grip area. (c) No person shall operate upon a highway a bicycle that is of a size that prevents the operator from safely stopping the bicycle, supporting it in an upright position with at least one foot on the ground, and restarting it in a safe manner. (d) A bicycle operated during darkness upon a highway, a sidewalk where bicycle operation is not prohibited by the local jurisdiction, or a bikeway, as defined in Section 890.4 of the Streets and Highways Code, shall be equipped with all of the following:
(1) A lamp emitting a white light that, while the bicycle is in motion, illuminates the highway, sidewalk, or bikeway in front of the bicyclist and is visible from a distance of 300 feet in front and from the sides of the bicycle.
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21201.3.
21201.5.
21202.
21203.
21204.
(2) A red reflector or a solid or flashing red light with a built-in reflector on the rear that shall be visible from a distance of 500 feet to the rear when directly in front of lawful upper beams of headlamps on a motor vehicle. (3) A white or yellow reflector on each pedal, shoe, or ankle visible from the front and rear of the bicycle from a distance of 200 feet.
(4) A white or yellow reflector on each side forward of the center of the bicycle, and a white or red reflector on each side to the rear of the center of the bicycle, except that bicycles that are equipped with reflectorized tires on the front and the rear need not be equipped with these side reflectors.
The reflectors and reflectorized tires shall be of a type meeting requirements established by the department. (e) A lamp or lamp combination, emitting a white light, attached to the operator and visible from a distance of 300 feet in front and from the sides of the bicycle, may be used in lieu of the lamp required by paragraph (1) of subdivision (d). (Amended by Stats. 2015, Ch. 549, Sec. 2. (AB 28) Effective January 1, 2016.) (a) A bicycle or motorized bicycle used by a peace officer, as defined in Section 830.1 of, subdivision (a), (b), (c), (d), (e), (f), (g), or (i) of Section 830.2 of, subdivision (b) or (d) of Section 830.31 of, subdivision (a) or (b) of Section 830.32 of, Section 830.33 of, subdivision (a) of Section 830.36 of, subdivision (a) of Section 830.4 of, or Section 830.6 of, the Penal Code, in the performance of the peace officer’s duties, may display a steady or flashing blue warning light that is visible from the front, sides, or rear of the bicycle or motorized bicycle. (b) No person shall display a steady or flashing blue warning light on a bicycle or motorized bicycle except as authorized under subdivision (a).
(Added by Stats. 1998, Ch. 877, Sec. 65. Effective January 1, 1999.) (a) No person shall sell, or offer for sale, a reflex reflector or reflectorized tire of a type required on a bicycle unless it meets requirements established by the department. If there exists a federal Consumer Product Safety Commission regulation applicable to bicycle reflectors, the provisions of that regulation shall prevail over provisions of this code or requirements established by the department pursuant to this code relative to bicycle reflectors. (b) No person shall sell, or offer for sale, a new bicycle that is not equipped with a red reflector on the rear, a white or yellow reflector on each pedal visible from the front and rear of the bicycle, a white or yellow reflector on each side forward of the center of the bicycle, and a white or red reflector on each side to the rear of the center of the bicycle, except that bicycles which are equipped with reflectorized tires on the front and rear need not be equipped with these side reflectors. (c) Area reflectorizing material meeting the requirements of Section 25500 may be used on a bicycle. (Amended by Stats. 1980, Ch. 399, Sec. 2. Effective July 11, 1980.) (a) Any person operating a bicycle upon a roadway at a speed less than the normal speed of traffic moving in the same direction at that time shall ride as close as practicable to the right-hand curb or edge of the roadway except under any of the following situations:
(1) When overtaking and passing another bicycle or vehicle proceeding in the same direction. (2) When preparing for a left turn at an intersection or into a private road or driveway. (3) When reasonably necessary to avoid conditions (including, but not limited to, fixed or moving objects, vehicles, bicycles, pedestrians, animals, surface hazards, or substandard width lanes) that make it unsafe to continue along the right-hand curb or edge, subject to the provisions of Section 21656. For purposes of this section, a “substandard width lane” is a lane that is too narrow for a bicycle and a vehicle to travel safely side by side within the lane. (4) When approaching a place where a right turn is authorized. (b) Any person operating a bicycle upon a roadway of a highway, which highway carries traffic in one direction only and has two or more marked traffic lanes, may ride as near the left-hand curb or edge of that roadway as practicable. (Amended by Stats. 1996, Ch. 674, Sec. 4. Effective January 1, 1997.) No person riding upon any motorcycle, motorized bicycle, bicycle, coaster, roller skates, sled, or toy vehicle shall attach the same or himself to any streetcar or vehicle on the roadway. (Amended by Stats. 1981, Ch. 813, Sec. 11.)
(a) A person operating a bicycle upon a highway shall not ride other than upon or astride a permanent and regular seat attached thereto, unless the bicycle was designed by the manufacturer to be ridden without a seat. 7/19/25, 10:38 AM Codes Display Text
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21205.
21206.
21207.
21207.5.
21208.
21209.
(b) An operator shall not allow a person riding as a passenger, and a person shall not ride as a passenger, on a bicycle upon a highway other than upon or astride a separate seat attached thereto. If the passenger is four years of age or younger, or weighs 40 pounds or less, the seat shall have adequate provision for retaining the passenger in place and for protecting the passenger from the moving parts of the bicycle.
(Amended by Stats. 2009, Ch. 594, Sec. 1. (SB 527) Effective January 1, 2010.) No person operating a bicycle shall carry any package, bundle or article which prevents the operator from keeping at least one hand upon the handlebars.
(Added by Stats. 1963, Ch. 479.)
This chapter does not prevent local authorities, by ordinance, from regulating the registration of bicycles and the parking and operation of bicycles on pedestrian or bicycle facilities, provided such regulation is not in conflict with the provisions of this code.
(Amended by Stats. 1976, Ch. 751.)
(a) This chapter does not prohibit local authorities from establishing, by ordinance or resolution, bicycle lanes separated from any vehicular lanes upon highways, other than state highways as defined in Section 24 of the Streets and Highways Code and county highways established pursuant to Article 5 (commencing with Section 1720) of Chapter 9 of Division 2 of the Streets and Highways Code.
(b) Bicycle lanes established pursuant to this section shall be constructed in compliance with Section 891 of the Streets and Highways Code.
(Amended by Stats. 1993, Ch. 517, Sec. 4. Effective January 1, 1994.) (a) Notwithstanding Sections 21207 and 23127 of this code, or any other law, a motorized bicycle shall not be operated on a bicycle path or trail, bikeway, bicycle lane established pursuant to Section 21207, equestrian trail, or hiking or recreational trail, unless it is within or adjacent to a roadway or unless the local authority or the governing body of a public agency having jurisdiction over the path or trail permits, by ordinance, that operation. (b) The local authority or governing body of a public agency having jurisdiction over an equestrian trail, or hiking or recreational trail, may prohibit, by ordinance, the operation of an electric bicycle or any class of electric bicycle on that trail. (c) The Department of Parks and Recreation may prohibit the operation of an electric bicycle or any class of electric bicycle on any bicycle path or trail within the department’s jurisdiction. (Amended by Stats. 2022, Ch. 343, Sec. 1. (AB 1909) Effective January 1, 2023.) (a) Whenever a bicycle lane has been established on a roadway pursuant to Section 21207, any person operating a bicycle upon the roadway at a speed less than the normal speed of traffic moving in the same direction at that time shall ride within the bicycle lane, except that the person may move out of the lane under any of the following situations:
(1) When overtaking and passing another bicycle, vehicle, or pedestrian within the lane or about to enter the lane if the overtaking and passing cannot be done safely within the lane. (2) When preparing for a left turn at an intersection or into a private road or driveway. (3) When reasonably necessary to leave the bicycle lane to avoid debris or other hazardous conditions. (4) When approaching a place where a right turn is authorized. (b) No person operating a bicycle shall leave a bicycle lane until the movement can be made with reasonable safety and then only after giving an appropriate signal in the manner provided in Chapter 6 (commencing with Section 22100) in the event that any vehicle may be affected by the movement. (Amended by Stats. 1996, Ch. 674, Sec. 5. Effective January 1, 1997.) (a) No person shall drive a motor vehicle in a bicycle lane established on a roadway pursuant to Section 21207 except as follows:
(1) To park where parking is permitted.
(2) To enter or leave the roadway.
(3) To prepare for a turn within a distance of 200 feet from the intersection. 7/19/25, 10:38 AM Codes Display Text
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21210.
21211.
21212.
(b) This section does not prohibit the use of a motorized bicycle in a bicycle lane, pursuant to Section 21207.5, at a speed no greater than is reasonable or prudent, having due regard for visibility, traffic conditions, and the condition of the roadway surface of the bicycle lane, and in a manner which does not endanger the safety of bicyclists. (Amended by Stats. 1988, Ch. 262, Sec. 1.)
No person shall leave a bicycle lying on its side on any sidewalk, or shall park a bicycle on a sidewalk in any other position, so that there is not an adequate path for pedestrian traffic. Local authorities may, by ordinance or resolution, prohibit bicycle parking in designated areas of the public highway, provided that appropriate signs are erected. (Added by Stats. 1976, Ch. 751.)
(a) No person may stop, stand, sit, or loiter upon any class I bikeway, as defined in subdivision (a) of Section 890.4 of the Streets and Highways Code, or any other public or private bicycle path or trail, if the stopping, standing, sitting, or loitering impedes or blocks the normal and reasonable movement of any bicyclist. (b) No person may place or park any bicycle, vehicle, or any other object upon any bikeway or bicycle path or trail, as specified in subdivision (a), which impedes or blocks the normal and reasonable movement of any bicyclist unless the placement or parking is necessary for safe operation or is otherwise in compliance with the law. (c) This section does not apply to drivers or owners of utility or public utility vehicles, as provided in Section 22512. (d) This section does not apply to owners or drivers of vehicles who make brief stops while engaged in the delivery of newspapers to customers along the person’s route.
(e) This section does not apply to the driver or owner of a rubbish or garbage truck while actually engaged in the collection of rubbish or garbage within a business or residence district if the front turn signal lamps at each side of the vehicle are being flashed simultaneously and the rear turn signal lamps at each side of the vehicle are being flashed simultaneously. (f) This section does not apply to the driver or owner of a tow vehicle while actually engaged in the towing of a vehicle if the front turn signal lamps at each side of the vehicle are being flashed simultaneously and the rear turn signal lamps at each side of the vehicle are being flashed simultaneously.
(Amended by Stats. 2001, Ch. 127, Sec. 7. Effective July 30, 2001.) (a) A person under 18 years of age shall not operate a bicycle, a nonmotorized scooter, or a skateboard, nor wear inline or roller skates, nor ride upon a bicycle, a nonmotorized scooter, or a skateboard as a passenger, upon a street, bikeway, as defined in Section 890.4 of the Streets and Highways Code, or any other public bicycle path or trail unless that person is wearing a properly fitted and fastened bicycle helmet that meets the standards of either the American Society for Testing and Materials (ASTM) or the United States Consumer Product Safety Commission (CPSC), or standards subsequently established by those entities. This requirement also applies to a person who rides upon a bicycle while in a restraining seat that is attached to the bicycle or in a trailer towed by the bicycle. (b) A helmet sold or offered for sale for use by operators and passengers of bicycles, nonmotorized scooters, skateboards, or in-line or roller skates shall be conspicuously labeled in accordance with the standard described in subdivision (a), which shall constitute the manufacturer’s certification that the helmet conforms to the applicable safety standards. (c) A person shall not sell, or offer for sale, for use by an operator or passenger of a bicycle, nonmotorized scooter, skateboard, or in-line or roller skates any safety helmet that is not of a type meeting requirements established by this section.
(d) A charge under this section shall be dismissed when the person charged alleges in court, under oath, that the charge against the person is the first charge against that person under this section, unless it is otherwise established in court that the charge is not the first charge against the person.
(e) (1) Except as provided in subdivision (d), a violation of this section is an infraction punishable by a fine of not more than twenty-five dollars ($25).
(2) The parent or legal guardian having control or custody of an unemancipated minor whose conduct violates this section shall be jointly and severally liable with the minor for the amount of the fine imposed pursuant to this subdivision. (f) A record of the action shall not be transmitted to the court and a fee shall not be imposed pursuant to Section 40611 upon a citation for not wearing a properly fitted and fastened bicycle helmet pursuant to subdivision (a) if the parent or legal guardian of the person described in subdivision (a) delivers proof to the issuing agency within 120 days after the citation was issued that the person has a helmet meeting the requirements specified in subdivision (a) and the person has completed a local bicycle safety course or a related safety course, if one is available, as prescribed by authorities in the local jurisdiction.
(g) Notwithstanding Section 1463 of the Penal Code or any other law, the fines collected for a violation of this section shall be allocated as follows:
(1) Seventy-two and one-half percent of the amount collected shall be deposited in a special account of the county health department, to be used for bicycle, nonmotorized scooter, skateboard, and in-line and roller skate safety education and for 7/19/25, 10:38 AM Codes Display Text
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21213.
21214.
21214.5.
assisting low-income families in obtaining approved bicycle helmets for persons under 18 years of age, either on a loan or purchase basis. The county may contract for the implementation of this program, which, to the extent practicable, shall be operated in conjunction with the child passenger restraint program pursuant to Section 27360. (2) Two and one-half percent of the amount collected shall be deposited in the county treasury to be used by the county to administer the program described in paragraph (1).
(3) If the violation occurred within a city, 25 percent of the amount collected shall be transferred to, and deposited in, the treasury of that city. If the violation occurred in an unincorporated area, this 25 percent shall be deposited and used pursuant to paragraph (1).
(Amended by Stats. 2019, Ch. 497, Sec. 273. (AB 991) Effective January 1, 2020.) (a) A person under 16 years of age shall not operate a class 3 electric bicycle. (b) A person shall not operate a class 3 electric bicycle, or ride upon a class 3 electric bicycle as a passenger, upon a street, bikeway, as defined in Section 890.4 of the Streets and Highways Code, or any other public bicycle path or trail, unless that person is wearing a properly fitted and fastened bicycle helmet that meets the standards of either the American Society for Testing and Materials (ASTM) or the United States Consumer Product Safety Commission (CPSC), or standards subsequently established by those entities. This helmet requirement also applies to a person who rides upon a class 3 electric bicycle while in a restraining seat that is attached to the bicycle or in a trailer towed by the bicycle. (Added by Stats. 2015, Ch. 568, Sec. 6. (AB 1096) Effective January 1, 2016.) (a) On or before January 1, 2026, the Mineta Transportation Institute at San Jose State University, in consultation with relevant stakeholders, shall conduct a study on electric bicycles to inform efforts to improve the safety of all users of the transportation system, and submit a report of the findings from the study to the Legislature. The study shall examine, identify, and analyze available information, including, but not be limited to, all of the following topics:
(1) Data on injuries, crashes, emergency room visits, and deaths related to bicycles and electric bicycles. (2) Factors and circumstances that are correlated with the crashes of bicycles and electric bicycles. (3) Best practices for policy to promote safe use of electric bicycles. (4) Laws in other state vehicle codes pertaining to electric bicycles. (5) Data on the safety impacts from electric bicycle components and accessories including, but not limited to, headlights, speedometers, brakes, tires, bells, and reflectors.
(6) Data on the safety performance of electric bicycle batteries. (7) Data on the manufacturing of electric bicycles, including, but not limited to, the market of electric bicycles, manufacturer information, sales patterns, and the number of electric bicycles on California roads, including the usage by city and the reasons behind the usage.
(8) Review of policies that other countries with high electric bicycle ridership use to promote the safe use of electric bicycles, including, but not limited to, cyclist and driver training, street infrastructure policy, and insurance or licensing requirements.
(9) Recommendations for state policy to support expanded use of electric bicycles that protects the safety of riders and other road users, including, but not limited to, recommendations on whether there are needed revisions to the Vehicle Code, and improved data collection on electric bicycles. (b) (1) A report to be submitted pursuant to subdivision (a) shall be submitted in compliance with Section 9795 of the Government Code.
(2) Pursuant to Section 10231.5 of the Government Code, this section is repealed on January 1, 2030. (Added by Stats. 2023, Ch. 869, Sec. 2. (SB 381) Effective January 1, 2024. Repealed as of January 1, 2030 by its own provisions.) (a) This section shall be known, and may be cited, as the Marin Electric Bicycle Safety Pilot Program. (b) A local authority within the County of Marin, or the County of Marin in unincorporated areas, may, by ordinance or resolution, prohibit a person under 16 years of age from operating a class 2 electric bicycle. (c) A local authority within the County of Marin, or the County of Marin in unincorporated areas, may, by ordinance or resolution, require a person operating a class 2 electric bicycle to wear a bicycle helmet, as described in subdivision (b) of 7/19/25, 10:38 AM Codes Display Text
https://leginfo.legislature.ca.gov/faces/codes_displayText.xhtml?article=4.&chapter=1.&division=11.&lawCode=VEH 5/8
Section 21213.
(d) (1) An ordinance or resolution adopted pursuant to this section shall make a violation punishable by warning notices for the first 60 days after the prohibition comes into effect. (2) An ordinance or resolution prohibiting a person under 16 years of age from operating a class 2 electric bicycle shall make, after the first 60 days the prohibition has been in effect, a violation an infraction punishable by a fine of twenty-five dollars ($25). A record of the action shall not be transmitted to the court and a fee shall not be imposed upon a citation of this infraction if the parent or legal guardian of the person who violated the prohibition delivers proof to the issuing agency within 120 days after the citation was issued that the person has completed an electric bicycle safety and training course pursuant to Section 894 of the Streets and Highways Code. (3) An ordinance or resolution requiring a person operating a class 2 electric bicycle to wear a bicycle helmet shall make, after the first 60 days the prohibition has been in effect, a violation an infraction punishable by a fine of twenty-five dollars ($25). A record of the action shall not be transmitted to the court and a fee shall not be imposed upon a citation of this infraction if the person who violated the requirement, or if that person is an unemancipated minor, their parent or guardian, delivers proof to the issuing agency within 120 days after the citation was issued that the person has a helmet meeting the requirements specified in subdivision (a) of Section 21212 and the person has completed a local bicycle safety course or a related safety course, if one is available, as prescribed by authorities in the local jurisdiction. (4) If the person who violates an ordinance or resolution adopted pursuant to this section is an unemancipated minor, the parent or legal guardian having control or custody of the minor shall be jointly and severally liable with the minor for the amount of any fine imposed pursuant to this subdivision. (e) (1) If an ordinance or resolution is adopted pursuant to this section, the county shall, by January 1, 2028, submit a report to the Legislature that includes all of the following:
(A) The total number of traffic stops initiated for violations. (B) The results of the traffic stops, including whether a warning or citation was issued, property was seized, or an arrest was made.
(C) The number of times a person was stopped for allegedly operating a class 2 electric bicycle while under 16 years of age but was found to be over the age limit.
(D) If a warning or citation was issued, a description of the warning or the violation cited. (E) If an arrest or traffic stop was made, the offense cited by the officer for the arrest or traffic stop and the perceived race or ethnicity, gender, and approximate age of the person stopped, provided that the identification of these characteristics is solely based on the observation and perception of the peace officer who initiated the traffic stop. (F) The actions taken by a peace officer during the traffic stops, including, but not limited to, all of the following:
(i) Whether the peace officer asked for consent to search the person, and, if so, whether consent was provided. (ii) Whether the peace officer searched the person or any property, and, if so, the basis for the search and the type of contraband or evidence discovered.
(iii) Whether the peace officer seized any property and, if so, the type of property that was seized and the basis for seizing the property.
(G) The number of times that a person under 16 years of age was operating an electric bicycle and was involved in a crash that resulted in a permanent, serious injury, as defined in Section 20001, or a fatality in the six months prior to the adoption of the ordinance or resolution, the cause of the crash, and the class of the electric bicycle that was being operated at the time of the crash.
(H) The number of times that a person under 16 years of age was operating an electric bicycle and was involved in a crash that resulted in a permanent, serious injury, as defined in Section 20001, or a fatality after the adoption of the ordinance or resolution, the cause of the crash, and the class of the electric bicycle that was being operated at the time of the crash.
(2) A report submitted pursuant to this section shall be submitted in compliance with Section 9795 of the Government Code.
(f) A local authority or the County of Marin shall administer a public information campaign for at least 30 calendar days prior to the enactment of an ordinance or resolution pursuant to this section, including public announcements in major media outlets and press releases.
(g) This section shall become inoperative on January 1, 2029, and as of that date is repealed. (Added by Stats. 2024, Ch. 1005, Sec. 1. (AB 1778) Effective January 1, 2025. Repealed as of January 1, 2029, by its own provisions.) 7/19/25, 10:38 AM Codes Display Text
https://leginfo.legislature.ca.gov/faces/codes_displayText.xhtml?article=4.&chapter=1.&division=11.&lawCode=VEH 6/8
21214.7. (a) This section shall be known, and may be cited, as the San Diego Electric Bicycle Safety Pilot Program. (b) A local authority within the County of San Diego, or the County of San Diego in unincorporated areas, may, by ordinance or resolution, prohibit a person under 12 years of age from operating a class 1 or 2 electric bicycle. (c) (1) A violation of an ordinance or resolution adopted pursuant to this section shall be punishable as follows:
(A) For the first 60 days after the prohibition comes into effect, a warning notice. (B) After the first 60 days, a violation of the ordinance or resolution shall be an infraction punishable by a fine of twenty-five dollars ($25).
(2) A record of the action shall not be transmitted to the court and a fee shall not be imposed upon a citation for this infraction if the parent or legal guardian of the person who violated the prohibition delivers proof to the issuing agency within 120 days after the citation was issued that the person has completed an electric bicycle safety and training program pursuant to Section 894 of the Streets and Highways Code. (3) If an unemancipated minor violates an ordinance or resolution adopted pursuant to this section, a parent or legal guardian with control or custody of the minor shall be jointly and severally liable with the minor for the amount of a fine imposed pursuant to this subdivision.
(d) (1) If an ordinance or resolution is adopted pursuant to this section, the county shall, by January 1, 2028, submit a report to the Legislature that includes all of the following:
(A) The total number of traffic stops initiated for a violation of the ordinance or resolution adopted pursuant to this section.
(B) The results of those traffic stops, including whether a warning or citation was issued, property was seized, or an arrest was made.
(C) The number of times a person was stopped for allegedly operating a class 1 or class 2 electric bicycle while under 12 years of age but was found to be over the age limit. (D) If a warning or citation was issued, a description of the warning or the violation cited. (E) If an arrest or traffic stop was made, the offense cited by the officer for the arrest or traffic stop and the perceived race or ethnicity, gender, and approximate age of the person stopped, provided that the identification of these characteristics is solely based on the observation and perception of the peace officer who initiated the traffic stop. (F) The actions taken by a peace officer during a traffic stop, including, but not limited to, all of the following:
(i) Whether the peace officer asked for consent to search the person and, if so, whether consent was provided. (ii) Whether the peace officer searched the person or property, and, if so, the basis for the search and the type of contraband or evidence discovered.
(iii) Whether the peace officer seized property and, if so, the type of property that was seized and the basis for seizing the property.
(G) The number of times a person opted to complete, and did complete, the training course in lieu of paying the fine. (H) The number of times that a person under 12 years of age was operating an electric bicycle and was involved in a crash that resulted in a permanent, serious injury, as defined in Section 20001, or a fatality in the six months prior to the adoption of the ordinance or resolution, the cause of the crash, and the class of the electric bicycle that was being operated at the time of the crash.
(I) The number of times that a person under 12 years of age was operating an electric bicycle and was involved in a crash that resulted in a permanent, serious injury, as defined in Section 20001, or a fatality after the adoption of the ordinance or resolution, the cause of the crash, and the class of the electric bicycle that was being operated at the time of the crash.
(2) A report submitted pursuant to this section shall be submitted in compliance with Section 9795 of the Government Code.
7/19/25, 10:38 AM Codes Display Text
https://leginfo.legislature.ca.gov/faces/codes_displayText.xhtml?article=4.&chapter=1.&division=11.&lawCode=VEH 7/8
(e) A local authority shall administer a public information campaign for at least 30 calendar days prior to the enactment of an ordinance or resolution adopted pursuant to this section, which shall include public announcements in major media outlets and press releases.
(f) This section shall remain in effect only until January 1, 2029, and as of that date is repealed. (Added by Stats. 2024, Ch. 823, Sec. 1. (AB 2234) Effective January 1, 2025. Repealed as of January 1, 2029, by its own provisions.) 7/19/25, 10:38 AM Codes Display Text
https://leginfo.legislature.ca.gov/faces/codes_displayText.xhtml?article=4.&chapter=1.&division=11.&lawCode=VEH 8/8
Created: 2025-02-10 14:50:09 [EST]
(Supp. No. 29, Update 1)
10.04.080 Motor-driven cycle.
A "motor-driven cycle" is any motorcycle with a motor that displaces less than one hundred fifty cubic centimeters. A motor-driven cycle does not include a motorized bicycle. (Ord. 261 § 1(part), 1996).
10.12.100 Applicability of regulations.
The regulations set forth in this title shall give to every person operating a vehicle of any nature whatsoever upon any road, within the City and other places as provided in this title and, except as to those provisions which by their very nature can have no application, shall apply to every person riding a bicycle, riding, driving or leading any animal, and to pedestrians walking or running on the roadway. (Ord. 261 § 1(part), 1996: Ord. 116 § 12009, 1973).
10.16.010 Driver's license required.
A. No person shall drive a motor vehicle upon a road unless he then holds a valid driver's license issued under Division 6 of the California Vehicle Code, except such persons as are expressly exempted under the California Vehicle Code.
B. No person shall drive any motorcycle, motor-driven cycle, or motorized bicycle upon a road, unless the person then holds a valid driver's license or endorsement issued under the California Vehicle Code for that class, except those persons who are expressly exempted under this code, or those persons specifically authorized to operate motorized bicycles with a valid driver's license of any class. (Ord. 261 § 1(part), 1996).
Chapter 10.24 BICYCLES1
Sections:
10.24.005 Bicycle defined.
A "bicycle" is a device upon which any person may ride, propelled exclusively by human power through a belt, chain or gears and having one or more wheels.
(Ord. 261 § 1(part), 1996).
10.24.010 Applicability of regulations.
Every person riding a bicycle upon a roadway has all the rights and is subject to all the duties applicable to the driver of a vehicle by this title except those provisions which by their very nature can have no application. 1 Prior history: Ords. 116, U-53 and 226.
Created: 2025-02-10 14:50:13 [EST]
(Supp. No. 29, Update 1)
(Ord. 261 § 1(part), 1996).
10.24.020 Equipment requirements.
No person shall operate a bicycle on a road unless it is equipped as prescribed and required in Division 11, Chapter 1, Article 4 of the California Vehicle Code.
(Ord. 261 § 1(part), 1996).
10.24.030 Keeping to right required when.
A. Any person operating a bicycle upon a roadway at a speed less than the normal speed of traffic moving in the same direction at such time shall ride as close as practicable to the right-hand curb or edge of the roadway except under any of the following situations:
1. When overtaking and passing another bicycle or vehicle proceeding in the same direction;
2. When preparing for a left turn at an intersection or into a private road or driveway;
3. When reasonably necessary to avoid conditions (including, but not limited to, fixed or moving objects, vehicles, bicycles, pedestrians, animals, surface hazards, or substandard width lanes) that make it unsafe to continue along the right-hand curb or edge. For purposes of this section, a "substandard width lane" is a lane that is too narrow for a bicycle and a vehicle to travel safely side by side within the lane.
B. Any person operating a bicycle upon a roadway which carries traffic in one direction only and has two or more marked traffic lanes, may ride as near the left-hand curb or edge of such roadway as practicable. (Ord. 261 § 1(part), 1996).
10.24.040 Attaching to vehicles prohibited.
No person riding upon any bicycle, coaster, roller skates, sled or toy vehicle shall attach the same or himself to any vehicle on the roadway.
(Ord. 261 § 1(part), 1996).
10.24.050 Carrying articles.
No person operating a bicycle shall carry any package, bundle or article which prevents the operator from keeping at least one hand upon the handlebars.
(Ord. 261 § 1(part), 1996).
10.32.010 Driving on right required—Exceptions.
Upon all roads, a vehicle shall be driven upon the right half of the road, except as follows:
A. When overtaking and passing another vehicle proceeding in the same direction under the rules governing that movement;
B. When placing a vehicle in a lawful position for, and when the vehicle is lawfully making, a left turn;
Created: 2025-02-10 14:50:14 [EST]
(Supp. No. 29, Update 1)
C. When the right half of a road is closed to traffic under construction or repair; D. Upon a road restricted to one-way traffic;
E. When the road is not of sufficient width;
F. When the vehicle is necessarily traveling so slowly as to impede the normal movement of traffic, that portion of the road adjacent to the right edge of the road may be utilized temporarily when in a condition permitting safe operation;
G. This section does not prohibit the operation of bicycles on any shoulder of a road, where the operation is not otherwise prohibited by this title.
(Ord. 261 § 1(part), 1996: Ord. 116 § 21650, 1973).
10.32.110 Unlawful riding.
A. No person driving a motor vehicle shall knowingly permit any person to ride on any vehicle or upon any portion thereof not designed or intended for the use of passengers.
B. No person shall ride on any vehicle or upon any portion thereof not designed or intended for the use of passengers.
C. Subsections A and B of this section shall not apply to any employee engaged in the necessary discharge of his duty or in the case of persons riding completely within or upon vehicle bodies in spaces intended for any load on the vehicle.
D. No person shall drive a motor vehicle that is towing a trailer coach, camp trailer, or trailer carrying any vessel, containing any passenger, except when a trailer carrying or designed to carry a vessel is engaged in the launching or recovery of the vessel.
E. No person shall knowingly drive a motor vehicle which is towing any person riding upon any motorcycle, motorized bicycle, bicycle, coaster, roller skates, sled, skis or toy vehicle.
F. Subsection D of this section shall not apply to a trailer coach being towed with a fifth-wheel device if the trailer coach is equipped with safety glazing materials wherever glazing materials are used in windows or doors, with an audible or visual signaling device which a passenger inside the trailer coach can use to gain the attention of the motor vehicle drive, and with at least one unobstructed exit capable of being opened from both the interior and exterior of the trailer coach. (Ord. 261 § 1(part), 1996: Ord. 116 § 21658, 1973).
10.36.060 Authorized emergency vehicles.
Upon the immediate approach of an authorized emergency vehicle which is sounding a siren and which has at least one lighted lamp exhibiting red light that is visible, under normal atmospheric conditions, from a distance of one thousand feet to the front of the vehicle, the surrounding traffic shall, except as otherwise directed by a traffic officer or Deputy Sheriff, do the following:
A. The driver of every other vehicle shall yield the right-of-way and shall immediately drive to the righthand edge or curb of the road, clear of any intersection, and thereupon shall stop and remain stopped until the authorized emergency vehicle has passed.
B. All pedestrians upon the road (including those riding bicycles, skateboards, roller skates or horses) shall proceed to the nearest curb or place of safety and remain there until the authorized emergency vehicle has passed.
Created: 2025-02-10 14:50:14 [EST]
(Supp. No. 29, Update 1)
(Ord. 261 § 1(part), 1996).
10.64.160 Motor vehicles and bicycles on horseback riding trails.
No person shall operate an unauthorized motor vehicle or bicycle on any state, county, city, private or district horseback riding trail.
For the purpose of this section "unauthorized motor vehicle or bicycle" means any motor vehicle or bicycle that is driven or ridden upon a horseback riding trail without the written permission of an agent or the owner of the trail.
This section does not apply to the operation of an authorized emergency or maintenance vehicle on a horseback riding trail whenever necessary in furtherance of the purpose for which the vehicle has been classed as an authorized emergency vehicle.
(Ord. 261 § 1(part), 1996).
E-bike resources, reports, and article links
Irvine Transportation Commission to Propose E-bike Safety Ordinance - Irvine Watchdog May 16, 2023 City Council meeting
• Update the Municipal Code to include a definition of an e-bike and identify their individual classes
• Update the definition of a “highway” to coincide with the California Vehicle Code • Preclude e-bike owners from tampering with or modifying their e-bike in order to change the speed capability of the bicycle
• Set a speed limit for e-bikes on highways (28 mph) and a separate speed limit for all bicyclists and e-bike operators on bike paths and trails in Irvine (20 mph) • Require all bicycle and e-bike operators to yield the right-of-way to all pedestrians and vehicles when entering a highway from an alley, driveway, bike path, or sidewalk • Mandate all bicyclists, e-bike, electric scooter, and electric skateboard operators to travel in the same direction as vehicles are required to be driven upon the roadway; regardless of whether the operator is on a highway or in a bike lane. This section would also apply to all sidewalks less than 8 feet in width or wherever posted signs prohibit traveling in the opposite direction as vehicular traffic
• Require all bicycles and e-bike passengers to have their own separate seat • Disallow the operation of e-bikes in the Open Space Area (as defined in IMC 3-4-128) • Remove all bicycle licensing requirements to align with California Assembly Bill (AB) 1909
Manhattan Beach – urgency ordinance: 638297049227770000 (manhattanbeach.gov) • Prohibits riding on City sidewalks, plazas, grass areas, the Strand, parking structures owned or operated by the City, County, or State, and Veterans Parkway. • Prohibits riding at speeds over 15 miles per hour on the Marvin Braude Bike Trail (i.e.
Beach Bike Path), and maintains the current “Walk Only Zone” on both sides of the pier. • Requires wearing of properly strapped helmets for all riders under 18 years of age; • Requires riders to use bike lanes where possible, and on streets without bike lanes, to ride close to the right curb or edge of roadway.
• Requires riders to ride in single file and not more than two abreast. • Prohibits riding on the back of a bicycle or e-bike without a seat. • Prohibits speeding, racing, or stunt activity.
• Reaffirms requirements to yield to pedestrians at all times.
Hermosa Beach: Strand Pedestrian Safety Pilot Project | City of Hermosa Beach • All motors to be turned off on e-bikes and e-scooters when on the Strand; • Cyclists traveling on the Strand shall not exceed 8 miles per hour; • Cyclists must dismount and walk bikes and e-bikes on the Strand between 11th and 14th streets;
• Cyclists under the age of 18 must wear helmets – although helmets are strongly recommended for all ages.
El Segundo: E-Bike Safety | El Segundo Police Department (elsegundopd.org) Rules of the Road
All cyclists (e-bike riders included) are subject to all the same rules of the road as motorists.
Cyclists who don’t follow the rules are subject to ticketing and fines as defined by the California Vehicle Code or local Municipal Code.
Make sure to follow these guidelines:
• Cyclists 17 years and under must wear a helmet.
• Traffic lights, signs, and signals apply to all road users, including e-bike riders. • If you're riding slower than traffic, ride in the bike lane. You can leave the bike lane to turn left, pass someone, avoid a road hazard or avoid cars turning right. • Sidewalks and cross walks are meant for pedestrians. Dismount and walk your e-bike in these areas. You must stop at crosswalks for pedestrians. • Be aware of other road users, and try to match the average speed. This means riding slowly in areas with pedestrians.
• Must stop at red lights.
• Must stop before right turn at red lights.
• Must stop at stop signs.
• Weaving in and out of traffic is prohibited.
• Riding against the flow of traffic is prohibited.
• Cyclists must ride to the right edge of road as practical. • Proper reflective equipment must be used during night operation. • When a bicycle lane is available, bicyclists are required to use the bike lane unless they are traveling as fast as traffic.
• It is illegal to carry passengers on your e-bike unless your bike has an extra permanent seat or when using a child safety seat.
City of Torrance: Electric Bikes (E-Bikes) | City of Torrance (torranceca.gov) • TMC 62.1.3 RIDING IN A GROUP.
Persons operating bicycles upon a roadway shall not ride more than two (2) abreast except on paths or parts of roadways set aside for the exclusive use of bicycles. • TMC 62.1.4 RIDING ON SIDEWALKS.
a) No person shall ride a bicycle upon a sidewalk within any business district or upon the sidewalk adjacent to any public school building, church, recreation center or playground.
b) Whenever any person is riding a bicycle upon a sidewalk, such person shall yield the right-of-way to any pedestrian, and when overtaking or passing a pedestrian, after giving an audible signal, shall at all times, pass to the left of such pedestrian. • TMC 62.1.5 BICYCLE PATHS.
Whenever a usable path for bicycles has been provided adjacent to a roadway, bicycle riders shall use such path and shall not use the roadway. • TMC 62.1.7 DISMOUNT IN CROSSWALK.
Every bicycle operator using a crosswalk to cross an intersection shall dismount to cross.
• TMC 62.1.8 PARKING.
(Amended by O-3849)
a) No person shall park a bicycle upon a public street or roadway.
b) It is permissible to park upon a sidewalk in a rack to support the bicycle or against a building or upon a sidewalk in such a manner as to afford the least obstruction to pedestrian traffic.
c) No person shall leave a bicycle standing, unattended or otherwise parked upon the driveways, paths, or grounds of the Civic Center of the City of Torrance. Bicycles may only be parked in designated bicycle rack areas.
d) Any person who violates subsection (a), subsection (b), or subsection (c) of this section, will be guilty of an infraction.
City Regula�ons/Resources
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Hermosa Beach X X X
Manhattan Beach X X X X X X X X
El Segundo X X X X X
West Lake Village X
We are excited to announce a new district-wide e-bike safety initiative for the 2025-26 school year, designed to enhance the safety of students who ride e-bikes to school. Starting September 2, 2025, all PVPUSD students who wish to park their e-bikes on campus must complete an e-bike safety course and registration process.
Given the rise in e-bike use across Palos Verdes, this initiative will provide essential education on safe riding practices to ensure the safety of both riders and others in our community.
Please note that e-bikes are permitted on PVPUSD campuses only for students in grades 4 and above.
In order to get a head start on e-bike safety, you can also have your student take this designed and offered by the California Highway Patrol. It is a good way to help orient our e-bike riders to the rules of the road and ride more safely. This course will not fulfill the requirements for a sticker but will help your student be safer on the road.
PVPUSD currently has approved 3 approved safety courses for families to choose from:
1. Fully online
Approximately 2 hours
55 lessons, 8 chapter quizzes, and 1 final exam
2. In-Person
Two in-person options: 75-minute and 2-hour options based on students' needs You can also put use PV25 to get $25 off
Includes a bike check, a helmet check, and a brake check Schedule will be based on the availability of the instructor
3. In-Person
Parent/Guardian MUST also attend
No Cost
Dates will be sent at a later time
Once you have a certificate, please .
Office managers will begin distributing stickers in August 2025.
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7/19/25, 10:42 AM E-Bike Safety Program – Curriculum – Palos Verdes Peninsula Unified School District https://www.pvpusd.net/apps/pages/index.jsp?uREC_ID=373713&type=d&pREC_ID=2645409 1/5
E-Bike Reminders
If your e-bike has no pedals (e.g. Surron E-Bikes) and can’t be powered by human effort, it is not an e-bike!
All riders must follow traffic rules—stop at signs and obey speed limits.
Riders under 16 cannot ride Class III e-bikes.
Our local police departments are strictly enforcing these rules! Additional E-Bike Safety Resources
, Motorcycle Handbook (Scroll
down to Electric Bicycles & Motorized Scooter)
, Bike Safety -
Beach Cities Health District -
PVPUSD does not endorse or promote the use of e-bikes. However, recognizing that many families choose this option, the District aims to support student safety by requiring the completion of an e-bike safety course.
E-Bike Safety Course Flyer PVEPD
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7/19/25, 10:42 AM E-Bike Safety Program – Curriculum – Palos Verdes Peninsula Unified School District https://www.pvpusd.net/apps/pages/index.jsp?uREC_ID=373713&type=d&pREC_ID=2645409 2/5