If the Contractor fails to make required changes in the timeframe required, the Engineer may arrange for changes to the traffic control to be made by others and the cost to make such changes will be deducted from amounts due or to become due the Contractor.
F. As an integral part of the Traffic Control Plan, the C ontractor must designate one person as Traffic Lead for traffic control. That person must be on the job site and available to the Engineer at all times during construction and for the duration of the project. The Traffic Lead must be in possession of a cellular phone at all times and the cellular number must be provided to Engineer to allow for communication at any time (24-hours per day) . The Traffic Lead will be responsible for the proper placement and operation of all traffic control components and have available sufficient additional traffic control equipment in order to quickly execute any field changes as required for the safety of the public or as directed by the E ngineer for the convenience of public traffic. The Traffic Lead must know and understand the CMUTCD. The Traffic Lead must have adequate personnel (a minimum of two) and other resources to promptly place and remove any tr affic control components as required for the safety of the public or as directed by the Engineer.
G. The Traffic Control P lan must show pedestrian access including safe crossing locations. Pedestrian access must be maintained at all times to all business, residences and buildings adjacent to Construction. The C ontractor must, at minimum, provide pedestrian access on one side of the roadway with proper warnings and detours, and only when permitted by the Traffic Control Plan and approved by the E ngineer. Under no circumstances may pedestrian access be restricted on both sides of a street simultaneously.
H. The Traffic Control Plan must be designed to handle traffic safely 24 hours per day, seven days per week for the duration of the Work. Traffic deviations, restrictions, detours, and roadway closure must be coordinated with Police and Fire authorities a minimum of 24 hours in advance of implementation.
I. The Contractor is responsible to provide to all public traffic, adequate barricades and notice to effectuate complete closure of the slurry seal area during curing. Slurry seal surfaces damaged by public traffic during curing shall be repaired at the Contractor’s sole expense. Street closure shall include the use of barricade tape as necessary to prevent all non-construction traffic from entering the construction area.
J. Barricade tape and supports shall be removed immediately after curing of the slurry seal and the street opened to public traffic. Barricade tape and supports shall be properly disposed of by the Contractor.
K. Contractor must maintain traffic circulation at all times. Adequate flagging to accommodate public traffic will be required; a minimum of two flaggers will be required at all times for all phases of work. Flaggers must be equipped in accordance with the Caltrans publication “Instruction to Flaggers;” each flagger must carry a Stop/Slow paddle at all times. Radios are required if distance between flaggers exceeds 200' or the distance eliminates line of sight. All costs for flaggers must be included in the contract item bid for Traffic Control.
L. Lanes may only be closed upon approval of the Engineer and with an approved Traffic Control Plan. Sufficient arrow boards, Changeable Message Signs and sufficient traffic control will be required. Lanes may only be closed when work is in
Project No. ST-5088 Section 2002
progress and restrictions may only be in effect for the minimum amount of time necessary to perform the Work, as determined by the Engineer. Lane restriction near intersections shall be minimized and turn pockets shall be returned to operation as soon as practicable and as directed by the Engineer.
M. Traffic restrictions may only be in place when work is in progress and traffic restrictions shall be removed as soon as practicable. Street closures are to be avoided. Street closures require discretionary approval by the City Council and require significant justification and processing time and are typically not approved.
N. The Contractor shall make every effort to allow traffic to travel through a neighborhood and shall schedule work to provide sufficient parking for residents on streets adjacent to those closed to traffic. In no case will all parking in an entire neighborhood be restricted. The Contractor shall maintain access to a neighborhood.
O. Streets shall not be closed more than thirty (30) minutes prior to beginning slurry seal. Failure to begin slurry operations within thirty (30) minutes of street closure shall be grounds for suspension of further slurry -sealing. Street surfaces shall be restored and reopened for the safe flow of traffic when slurry seal is cured and no later than 4:00 p.m. each day.
P. Streets shall not be closed for more than four hours. If slurry is not curing, the Engineer shall be notified no later than three hours after placement. Failure to do so could result in all work being suspended.
Q. Contractor shall provide pedestrian crossings in areas which have heavy pedestrian traffic. (One per block minimum.) Method shall be approved by the Engineer.
R. The Contractor shall be fully responsible for keeping vehicular, bicycle and pedestrian traffic off of streets being slurry -seal coated and during curing time and shall repair any damaged slurry -sealed areas. The Contractor is also responsible for settling all claims arising out of this contract including damage caused by public contact with uncured slurry seal material, at Contractor’s own expense.
S. Contractor shall open streets as soon as possible for public convenience.
2002-3 Street Closure and Traffic Lane Closure
A. All street or lane closures shall require approval of the Engineer and must be coordinated 10 calendar days prior to the date of the anticipated street closure.
Street or lane closures shall not exceed 4 hours. Street surfaces shall be restored and reopened for the safe flow of traffic no later than 4:00 p.m. or the time specified by the Engineer, whichever is earlier.
B. No street or lane shall be closed on trash pickup day of each respective street. It is the Contractor’s responsibility to obtain trash pickup schedules and coordinate closures with (EJ Harrison & Sons) Trash Company.
C. It is the Contractor's responsibility to coordinate with the City Street Mai ntenance Division when slurry sealing a street that is on a street sweeping schedule (where applicable).
Project No. ST-5088 Section 2002
D. It is the Contractor’s responsibility to arrange the construction schedule in such a way to allow for daily mail delivery on closed streets. Such coordination with representatives of U.S. Post Office shall occur not less than each day.
E. No two consecutive arterial routes (4 lanes, two in each direction or high number of vehicles per hour) will be closed at the same time.
F. Street and lane closures shall be limited to between 8:00 a.m. and 4:00 p.m. Street and lane closures at major intersections (as determined by the City) shall be limited to between 9:00 a.m. and 3:00 p.m. Street and lane closures on arterial routes (four lanes) and in school areas (within 2 blocks) shall be limited to between 9:00 a.m. and 2:00 p.m.
G. Signage for street closure shall include “Road Closed” [R11-2] signs placed on Class II barricades at the limits of closure or construction with “Road Closed Ahead” [C19] signs placed at locations where local traffic is permitted beyond the posted detour.
Detours shall be approved in advance by the Engineer and shall conform to the provisions and requirements of CMUTCD. Arterial streets which are scheduled for closure s hall have the date and time of the closure posted at each end of the proposed closure using a sign similar in size and content to the notice of ramp closure signs [SC6-4] and such signs shall be placed for not less than 48 hours prior to the intended closure.
H. The Contractor shall make all necessary arrangements for street or lane closure. A minimum of 72 hours advance notice must be provided to the following:
1. City Public Works Department:
Engineering Division - (805) 388-5340
2. City Police Department - (805) 388-5100
3. County Fire Department - (805) 389-9710
4. Residences and businesses within and directly affected by the closure area (only if local traffic or access is to be prohibited or restricted)
5. United States Post Office - (800) 275-8777 Station Manager
6. EJ Harrison & Sons - (805) 388-5325
7. Camarillo Area Transit - (805) 388-5346
I. Full street closures will not be allowed when pedestrian access to adjacent properties will be completely denied although the Contractor may delay traffic for twenty minutes at various times during construction provided that advance notification signs listing the date and time of such delays have been placed not less than 48 hours in advance of the traffic delay.
J. It is the Contractor’s responsibility to coordinate and obtain required permitting with Caltrans if off-ramp and on-ramp closure is necessary or if off-ramps and on-ramps are blocked or hindered in any way, or if Contractor’s operations affect R/W or State Highways.
Project No. ST-5088 Section 2002
2002- 4 Parking Restrictions and Posting for Tow Away
A. “NO PARKING” signs posted by the Contractor shall be of extra-heavy cardstock with a weight of 110 lbs. or heavier and not less than 1.75 square feet of surface area on the face. Background colors shall be red and white and letters shall be printed in white and red water-resistant ink except that day, date, time of restriction and date posted may be printed in black water -resistant ink. The signs shall be printed with the words “TOW AWAY,” and “NO PARKING” with a character height of not less than 2.75 inches and a stroke width of not less than 0.5 inches. Signs for slurry seal work shall be printed with “TOW AWAY” and “NO PARKING OR DRIVING”. The day, date, and time of the particular restriction shall be printed below the above-mentioned wording in characters of not less than 2.0 inches in height and
0.4 inches in stroke width. The day of the week shall be written out or properly abbreviated with three or four letters; date or dates of res triction shall be listed completely; the beginning and ending times shall be clearly listed on the sign. Each sign shall list the name and local phone number of the Contractor in letters of not less than 0.75 inch in height; the Contractor shall staff suc h phone lines to answer all phone inquiries by the public between the hours of 7 a.m. and 6 p.m. on working days.
If schedule changes, Contractor shall immediately remove or modify incorrect signage to indicate correct date of the work . Reposting of “No Parking” restriction shall be no fewer than 72 hours before the restriction becoming effective.
B. Signs shall be mounted such that the wording “NO PARKING” is at an elevation at least three feet and not more than seven feet above the adjacent street or gutter flowline. Signs may be tied with string to trees and utility poles, taped to existing sign poles, or mounted to stakes or barricades provided by the Contractor. The signs shall be placed as needed to control the parking of cars within the construction zone; and in no case shall they be placed at intervals more than 75 feet apart, along each side of the roadway.
If signs are in good condition, Contractor may reuse “No Parking” sign for changed schedules by covering with white duct tape. No other colors or type of tape are allowed.
C. Signs shall be posted and maintained by the Contractor for a period of 72 hours prior to the restrictions becoming effective. Streets which have time restricted parking shall be posted and maintained for 72 hours prior to the restrictions becoming effective. The Contractor shall promptly reset or replace all missing, damaged or defective signs. Upon completion of the work, all signs, stakes, and barricades shall be promptly and completely removed and disposed by the Contractor. The “ NO PARKING” signs sh all not be removed until the slurry seal is cured and street is opened to the public. Signs shall not be removed prior to slurry seal placement.
D. The Contractor shall be fully responsible for removal of parked vehicles, the Contractor shall notify the Police Department at (805-388-5100) not less that two hours prior to the needed removal time with the address nearest the parked vehicle, make, model, color and license number. The City shall not be responsible for any
Project No. ST-5088 Section 2002
delay or additional costs associated with the removal of parked cars that obstruct the construction operation. The Contractor shall notify the Engineer upon posting of the parking restrictions for a particular street.
E. If a vehicle owner successfully contests a towing citation in court, and his or her citation is dismissed for causes related to the Contractor’s failure to perform the requirements of this section, the Contractor shall reimburse the City for the cost of any claims associated with the towing citation.
F. Sample “NO PARKING” signs are located in the Appendix of these Specifications (shown in reduced format).
G. Contractor shall maintain a record of streets posted for “NO PARKING” including street, day, date of posting, and day, date of scheduled work. The Contractor shall be fully responsible for the adequate removal of all parked cars. The Contractor with the Police Department at (805) 388- 5100 shall coordinate all vehicle removal. The Contractor shall notify the inspector in writing upon posting of the parking restrictions for a particular street with a map and date and time of posting.
H. A Sample “NO PARKING” posting table is located in the Appendix of these specifications.
2002-5 Construction Signage
A. Construction area signs must be furnished, installed, maintained, and removed when no longer required in accordance with the provisions of the CMUTCD, the traffic control plan as approved by the Engineer, and these Special Provisions.
B. Work must be performed in accordance with Sections 21400 and 21401 of the California Vehicle Code and its requirements for uniform traffic signs.
C. The base material of construction area signs must be steel or aluminum; no plywood or cardboard signs will be allowed. Signs must be full size; reduced size signs may not be used. Reduced supplemental placards mounted to cones or delineators may be used when approved by the Engineer.
2002-6 Street Work Requirements
A. Street surfaces must be restored and cleared of traffic control for the safe flow of traffic no later than 4:00 p.m. or the time listed in the Summary of Quantities, plans, these special provisions , or the time specified by the E ngineer, whichever is more restrictive.
2002-7 Temporary Pavement Markings
A. Wherever the C ontractor's operations obliterate pavement delineation, (pavement delineation includes lane lines, stop bars, legends, symbols, crosswalks and school crosswalks; either pavement markers or painted lane lines, or both, parking lot legends, stall striping, and any other delineation ), such pavement delineation must be replaced at the C ontractor's expense by either permanent or temporary delineation, as required, before opening the traveled way to public traffic. Reflective traffic line tape or tabs must be applied in ac cordance with the manufacturer’s instructions. Temporary delineation must be the same color as the permanent delineation. Tape or tabs can only be used for temporary lane lines, or they can be
Project No. ST-5088 Section 2002
painted at the Contractor’s option, prior to the opening of traffic lanes.
B. A minimum of 3-working days prior to the planned date for placing painted temporary or permanent striping and marking, C ontractor must request the E ngineer approve the “cat-tracking.”
2002-8 Measurement and Payment
A. Payment for traffic control will be made at the contract lump sum price under the “Traffic Control” Lump Sum price bid. Unless otherwise indicated, all work for traffic control including the work identified in this section must be included and incidental to the respective item of work. The work must include full compensation for furnishing all labor including flagging costs, materials (including signs, barricades, delineators, PCMS, and other warning devices), tools, equipment, and incidentals, for doing all the work involved in placing, removing, storing, maintaining, moving to new locations, replacing, and disposing of the components of the Traffic Control System, postings, notifications, street closures, temporary pavement delineation, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer.
B. Payment for the work involved under the bid item for the traffic control may be made on a partial payment system based on the completion of the following stages of work:
Work Description Payment
Develop Plan 10% of Bid Price
Initial Plan Implementation 10% of Bid Price
Inspection & Maintenance of Traffic Control 80% of Bid Price (will be paid incrementally over the life of
the Contract)
C. Payment for the traffic control shall include all the labor, materials, equipment, and incidentals for developing plan, preparing, maintaining temporary traffic control devices throughout construction, as specified herein.
END OF SECTION 2002
Project No. ST-5088 Section 2003
SECTION 2003 – STORMWATER POLLUTION CONTROL PROGRAM
2003-1 GENERAL
A. The C ontractor shall prepare and maintain a Stormwater Pollution Control Plan (SWPCP) on the form provided by the C ity, included in this specification, which describes in specific detail the Contractor’s program to prevent contamination of the stormwater collection system. Contractor shall implement, maintain, inspect and remove all erosion and sediment controls identified in the SWPCP. The program shall address both common construction activities and extraordinary events.
B. Contractor shall include water pollution control drawings (WPCD) in the SWPCP to illustrate the locations, applications and deployment of best management practices (BMPs) identified in the SWPCP. The WPCDs shall be included as an attachment to the SWPCP. Sample WPCDs can be obtained from the California Stormwater Quality Association (CASQA) Construction BMP Handbook. The SWPCP shall also comply with the Regional Los Angeles and Ventura Counties Municipal Separate Storm Sewer System (MS4) Permit (Order No. R4 -2021-0105, Permit No.
CAS004004). A copy of the permit is available for review from the City of Camarillo Stormwater Program Manager; phone 805-383-5659.
C. The Contractor shall comply with laws, rules, and regulations of the State of California and agencies of the United States Government prohibiting the pollution of lakes, wetlands, streams, or river waters from the dumping of contaminates, refuse, rubbish or debris.
D. The Contractor shall submit three (3) copies of the SWPCP a minimum of 10 working days prior to beginning construction. Construction shall not begin until the SWPCP is approved. Contractor shall update the SWPCP as necessary during the work to prevent contamination of the stormwater collection system. At completion of construction, contractor shall provide City with site copy of the SWPCP, including all required inspection and training reports.
E. Before start of work, Contractor shall train all employees and subcontractors on the SWPCP and related WPCD and provide City with written documentation of said training.
F. Suggested BMPs can be obtained from the following sources:
a. Ventura County Municipal Separate Storm Sewer System Permit/Order 2010- 0108 and the Regional Los Angeles and Ventura Counties MS4 Permit/Order R4-2021-0105 available at Los Angeles Regional Water Quality Control Board web site at
http://www.swrcb.ca.gov/rwqcb4/water_issues/programs/stormwater/municipal /index.shtml
b. California Stormwater BMP Handbooks for Construction or Municipal Activities www.cabmphandbooks.com
c. Ventura Countywide Stormwater Quality Management Program www.vcstormwater.org.
d. Caltrans’ Stormwater Quality Handbooks
http://www.dot.ca.gov/hq/construc/stormwater/stormwater1.htm
Project No. ST-5088 Section 2003
2003-2 CONSTRUCTION
A. The Contractor shall keep a copy of the SWPCP on the job site. The Contractor shall provide continuously at the jobsite all of the tools, equipment, and materials necessary to implement the SWPCP at all times from project initiation through completion, including any punchlist or warranty work on the project.
B. At a minimum the following requirements should be met as applicable, to the maximum extent practicable, at construction sites regardless of size:
a. Storm Drain System Protection – At the first order of work, the Contractor shall protect the existing storm drain system from entrance of construction debris and pollutants. Such protection shall include implementing the BMPs as outlined in the SWPCP. Protection shall prohibit the discharge of untreated runoff from temporary or permanent street maintenance/landscape maintenance material and waste storage areas from entering the storm drain system. Sediment that is generated on the project site shall be retained using structural drainage controls. In addition, the protection system shall have a minimum of three features: 1) a particulate filter of geosynthetic material securely fastened in place such that it cannot be bypassed without significant physical damage; 2) a prefilter for the particulate filter; and 3) on-hand materials to close off the inlet or opening in the case of a significant pollution spill. Contractor shall monitor and maintain all storm drain inlet protection devices during rain events to prevent flooding or remove inlet protection devices and accumulated debris prior to rain event in the public right of way only. Contractor shall re-install all inlet protection devices within 24 hours after rain event. All onsite storm drain inlet protection devices shall remain in place and maintained, as necessary . All curb inlet BMP devices shall be fabricated “L” or “Z” shaped reusable type with high flow bypass and have gravel bags at each end and at inlet device overlaps. The gravel bags shall be 8 oz non- woven geotextile fabric with a flow rate of not less than 90 gpm/ ft.
b. Material Management & Storage – No construction-related materials, wastes, spills or residues shall be discharged from the project site to streets, drainage facilities or adjacent properties by wind or runoff. All materials and/or equipment storage areas where liquid construction materials are placed shall be protected by a physical barrier capable of containing the entire volume of stored liquid materials. During active construction activities, portions of the barrier may be removed for access. However, the barrier materials must be readily accessible for replacement by onsite construction personnel. The barrier must be in place at all times during the absence of Contractor personnel at the storage site. Building materials should be placed on pallets and covered in event of rain. Do not store materials in the street or gutter area.
c. Equipment & Vehicle Maintenance – Non-stormwater runoff from equipment and vehicle washing and any other activity shall be contained at the project site and shall not be allowed to discharge from the project site to streets, drainage facilities or adjacent properties by wind or runoff. The Contractor shall inspect vehicles and equipment on each day of use. Leaks shall be repaired off-site if possible. If necessary to repair on site, the runoff must be contained or the
Project No. ST-5088 Section 2003
problem vehicle or equipment shall be removed from the project site until repaired. If necessary, drip pans should be placed under the vehicles or equipment while not in use to catch and/or contain drips and leaks.
d. Soil Erosion Control – Erosion from slopes and channels will be significantly reduced by implementing BMPs, including but not limited to, minimizing grading activities during the wet season, inspecting graded areas during rain events, planting and maintaining vegetation on slopes or other erosion controls such as hydraulic mulch, hydroseeding, soil binders, and straw mulch, or covering slopes susceptible to erosion with geotextiles and mats.
e. Spill Prevention & Cleanup Plan - Contractor shall have a spill prevention plan and spill cleanup materials readily available and addressed in the SWPCP. Spills shall be cleaned up immediately using dry methods if possible.
Spill cleanup material shall be properly disposed of. Refer to SC -11 Spill Prevention BMP from the California Stormwater BMP Handbook for Municipal Activities. Contractor shall keep a record of any spills in the inspection log. In addition, at the end of the project, the Contractor must certify that all contaminated materials have been properly disposed in accordance with the SWPCP.
f. Asphalt, Concrete, Road Reconstruction, Roadbed or Street Paving, Repaving, Patching, Digouts, or Resurfacing Roadbed Surfaces, & Related Activities – Contractor shall implement the following BMPs:
1. Restrict paving/repaving activity to exclude periods of rainfall or predicted rainfall unless required by emergency conditions.
2. Install gravel bags and filter fabric at all susceptible storm drain inlets and at manholes to prevent spills of paving products and tack coat. Filter fabric must be fabricated “L” or “Z” shaped reusable type with high flow bypass.
3. Prevent the discharge of release agents including soybean oil, other oils, or diesel to the storm drain system or receiving waters.
4. Prevent non-stormwater runoff from water use for the roller and for evaporative cooling of the asphalt.
5. Clean equipment over absorbent pads, drip pans, plastic sheeting or other material to capture all spillage and dispose of properly.
6. Collect liquid waste in a container, with a secure lid, for transport to a maintenance facility to be reused, recycled or disposed of properly.
7. Collect solid waste by vacuuming or sweeping and securing in an appropriate container for transport to a maintenance facility to be reused, recycled, or disposed of properly.
8. Cover the cold mix, asphalt, materials (i.e., pre-mixed aggregate and asphalt binder) with protective sheeting during a rainstorm.
9. Cover loads with tarp before haul -off to a storage site, and do not overload trucks.
10. Minimized airborne dust by using water spray during grinding.
Project No. ST-5088 Section 2003
11. Avoid stockpiling soil, sand, sediment, asphalt material and asphalt grinding material or rubble in or near storm water drainage systems or receiving waters.
12. Protect stockpiles with a cover or sediment barriers during a rain event.
g. Sidewalk Washing – The following methods should be utilized to prevent discharge of sidewalk cleaning wastewater into the storm drain system:
1. Sweep and remove trash, debris, and free standing oil/grease spills/leaks (use absorbent material if necessary) from all areas to be cleaned before using water.
2. Manually scrape gum from sidewalks and other surfaces.
3. Must use high pressure, low volume spray using only potable water with no cleaning agents at an average usage of 0.006 gallons per square foot of surface area to be rinsed.
4. Use a wet/dry vacuum to collect wash water for disposal. Large volumes of wash water may require the use of a small sump pump to remove wash water from the job site.
5. One or more of the following methods are recommended to prevent pollutants from entering the storm drain system:
• Sandbags can be used to create a barrier around storm drains. * • Rubber mats or plugs can be used to seal drain openings. * • Temporary berms or containment pads help keep water on site. * • Use berms of sandbags to direct wash water to landscaping. * • Use large squeegees to accumulate sheet flow for collection. *Remember to remove plugs, berms, and sandbags or you may be liable for possible flooding.
6. Wash water that may contain hazardous waste such as oil -saturated absorbents, water with lead or other heavy metals from oxidized paint, and solvent cleaners requires special treatment and must be disposed of through a hazardous waste facility.
h. Employee BMP Training – Contractor shall train employees and subcontractors on BMP implementation, general good housekeeping, and proper spill containment and cleanup. Before start of work, Contractor shall provide City with written documentation of training and keep all documentation in the SWPCP.
i. Inspection – The Contractor shall inspect all pollution control BMPs per schedule below. Contractor shall forward electronic copies of inspection reports to City Stormwater Program Manager by the end of the week that inspection took place. The Contractor should also repair/replace any damaged BMP or clogged element on a daily basis. The Contractor shall keep a monitoring inspection log of each inspection in the SWPCP. Minimum inspection frequency:
1. Once per month during the non-rainy season (April 16 – September 30)
Project No. ST-5088 Section 2003
2. Once per week during the rainy season (Oct. 1 – April 15)
3. Before, during and after a major rain event, the area shall be inspected at a minimum twice per day, seven days per week, whether or not any work has been performed. The daily checks shall be between 6 and 9 am and 4 and 8 pm.
j. Dewatering – Avoid dewatering discharges where possible by using the water for dust control, infiltration, etc. If necessary to dewater, Contractor shall obtain a permit from the Los Angeles Regional Water Quality Control Board.
Contractor shall be responsible for all costs related to implementing the dewatering permit. For further instruction refer to the California Construction Handbook – BMP NS-2.
k. Removal of Accumulated Rainwater – The Contractor shall follow the City Camarillo Guidelines for Removal of Rainwater that has accumulated on the job site. The preferred method is to filter the rainwater into a water truck for use in dust control or irrigation. If it is necessary to remove rainwater from the site to the street, gutter or storm drainage system, Contractor shall use BMPs to insure that the water does not exceed 100 mg/l of Total Suspended Solids and no other construction waste is present in the water to be discharged before discharging to drainage facilities.
l. Housekeeping - Use a broom rather than a hose to cleanup landscape debris, dirt, and construction debris and keep them out of the street and gutter.
Contain trash & landscape debris, do not blow them into the street or offsite.
Keep containers covered, especially when it is raining. Fix and clean up any equipment leaks and spills. Place drip pans under heavy equipment when they are not in use. Locate portable toilets away from storm drains and waterways.
Use secondary containment, and secure them in high wind events to prevent overturning. Cover stockpiles and protect prior to onset of rain. Store materials preferably indoors; but if outside, cover and store them on pallets with secondary containment. Have a spill cleanup plan and clean up spills immediately. For hazardous materials, follow cleanup instructions on package.
Use absorbent material such as kitty litter to contain spills. Do not clean paint brushes and construction tools in the storm drain, gutter or street. Make certain to properly dispose of excess paints as well as other hazardous wastes properly.
2003-3 PAYMENT
A. The Contractor shall be paid for work of preparing, implementing, inspecting, maintaining, and removing the SWPCP on a lump sum basis as enumerated in the Bid Schedule for the Stormwater Pollution Control Program. In addition, failure to perform and document the required daily inspections shall result in a daily liquidated damage of $250/calendar day. This liquidated damage shall be in addition to any other liquidated damage. The imposition of the penalty shall not relieve the Contractor of any obligations of these project requirements.
Project No. ST-5088 Section 2003
B. Payment for the work involved under the bid item for the Stormwater Pollution Control Program may be made on a partial payment system based on the completion of the following stages of work:
Work Description Payment
Develop Plan 10% of Bid Price
Initial Plan Implementation 10% of Bid Price
Inspection & Maintenance of SWPCP 70% of Bid Price (will be paid incrementally over the life of
the project)
Removal of BMPs at Completion 10% of Bid Price
C. Payment for the SWPCP shall include all the labor, materials, equipment, and incidentals for preparing, maintaining, and updating a SWPCP and complying with all provisions including maintenance and updating of BMPs throughout construction, as specified herein.
D. Fines and penalties from regulatory agencies levied against the City as a result of the Contractor’s work, including actions or inactions shall be the responsibility of the Contractor and may be deducted from payments due or to become due the Contractor.
END OF SECTION 2003
Project No. ST-5088 Section 2004
SECTION 2004 – MEASUREMENT AND PAYMENT
2004-1 GENERAL
1.1 MEASUREMENT
A. Measurement will be in accordance with Standard Specification unless otherwise specified.
Bid Item List Abbreviations
Abbreviation Meaning
CF cubic foot
CY cubic yard
EA each
(F) final pay item
GAL gallon
HR hour
LB pound
LF linear foot
LS lump sum
SF square foot
SY square yard
TON 2,000 pounds
ELT Extra Long Ton
B. When an item of work is designated as (F) in the bid schedule, then the item shall be a final pay item for payment purposes only. For a final pay item, payment shall be based on the quantity shown in the bid schedule for that item, regardless of the actual quantity used, unless the item quantity is changed by the Engineer.
2004-2 – PAYMENT
2.1 PAYMENT
A. Payment for the various items of the Bid S chedule, as further specified herein, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of work as specified and shown on the drawings, including all appurtenances thereto complete and in place, and including all costs of compliance with the regulations of public agencies having jurisdiction.
END OF SECTION 2004
Project No. ST-5088 Section 2005
2005 – PROFILE GRINDING AND PREPARATION
2005-1 General
A. This section pertains to small scale profile grinding of raised asphalt concrete (AC) pavement to flush with surrounding pavement grade leaving a finished surface that can be slurry sealed. Raised pavement areas include raised cracks and raised areas next to Portland Cement Concrete (PCC) improvements.
B. Profile g rinding depth will be variable depending on the severity of the raised pavement . The minimum grinding width shall be as listed in the bid item.
C. Ground material shall be swept, loaded, and removed from the site concurrently with the grinding operation. The removal and sweeping shall follow not more than 75 feet behind the grinding machine.
The ground surface shall be clean of all loose pavement material including but not limited to pavement grindings, dust and vegetative matter. If excessive dust is not controllable by sweeper, contractor shall replace sweeper equipment prior to end of day’s work.
D. Contractor shall provide an accurate estimate of the amount of asphalt concrete grindings recycled by the milling operation in accordance with General Conditions Section 18. 2005-2 Profile Grinding Equipment
A. The profile grinding equipment shall be capable of following random cracks and raised pavement within a confined area like a bike path or parking lot and be:
a. Equipped with a micro-milling drum with tungsten-carbide-tipped cutting teeth spaced no greater than 0.20 inch apart on center. The configuration of the teeth shall be such that the deviation in elevation between any two teeth does not exceed 1/16 inch. b. Capable of removing raised AC pavement adjacent to PCC improvements without damaging the PCC.
c. Capable of removing asphalt concrete pavement to a tolerance of + 1/8 inch. d. Capable of grinding AC pavement resulting in a textured pavement surface with longitudinal ridges approximately the same distance apart as the cutting teeth. The ridges shall be consistent in depth, width and profile. The distance between the top of each ridge and the adjacent valleys shall not exceed 1/8 inch. 2005-3 Measurement and Payment
A. Profile Grind Cracks (24” Wide): The Payment for Profile Grind Cracks (24” Wide) shall be made at the Contract Unit Price per lineal foot listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools and materials to remove and dispose of grindings, recycle, sweep, clean and prepare for slurry seal.
B. All work shall be in accordance with the Standard Specifications, these Special Provisions and as directed by the Engineer.
END OF SECTION 2005
Project No. ST-5088 Section 2006
SECTION 2006 – REMOVE AND REPLACE PAVEMENT AREAS
2006-1 General
The remove and replace pavement area specifications are based on the use of a 24” drum grinder mounted to a skid steer and a 4’ wide cold milling machine. The pavement areas to be removed & replaced vary in width, length and shape and may be located randomly within a street segment. Contractor shall anticipate that this type of work is not high production paving, and that the pavement repair areas will be spread out on multiple streets and locations for each day’s work and schedule accordingly. Contractor shall schedule and perform work for remove and replace pavement area a maximum of 2,000 Square Feet of pavement area or approximately 50 Tons of a sphalt concrete per day.
Contractor shall not exceed the maximum square footage unless approved by the Engineer.
Areas indicated in the Summary of Quantities have been identified and measured for bidding purposes but have not been delineated on the pavement. All areas indicated in the summary of quantities shall be identified, marked with white pavement marking paint (provided by the contractor) and measured in the presence of the Engineer. All areas marked for repair in the field shall be repaired within the delineated lines. Any work outside of the delineated lines shall require advanced approval from the Engineer. Unauthorized work done outside the delineated lines will be at the Contractor’s option and shall be at the Contractor’s expense. All limits of repair work shall be removed at the specified depth and within the limits as marked in white paint.
The City owns all recoverable materials from the work. The City reserves the first right of refusal of recoverable materials (an example would be pavement millings). The City reserves the right to evaluate the first right of refusal on a continuous basis. If the City refuses the recoverable materials, the materials become the property of the Contractor when they are removed from the site and the Contractor shall be required to dispose of all recoverable materials in a proper and legal manner. The Contractor shall include in the bid all costs for disposal. Materials removed from the s ite without the expressed permission of the City will be back charged to the Contractor and deducted from monies owed to the Contractor. Materials desired by the City shall be delivered by the Contractor to a location within the City limits as directed by the Engineer.
2006-2 Materials
Asphalt concrete shall conform to Section 203 of the 20 21 Standard Specifications “Greenbook.”
1. Asphalt Concrete for "Remove and Replace" Type B-PG-64-10.
2. Asphalt Concrete for "Leveling Course" Type D1-PG-64-10.
3. Tack Coat for “Remove and Replace” Type SS-1h
4. Tack Coat for “Leveling Course” shall be the Non-Tracking Type
2006-3 4” Remove and Replace Pavement Area
A. Work includes traffic control, remove and replace A.C. to a depth of 4” or as called for
Project No. ST-5088 Section 2006
in the Bid Schedule, recycling, disposal, vacuum sweeping, cleaning, tack coat, and replacement of the A.C. pavement in areas indicated in the Bid Schedule and marked in the field or as designated by the Engineer.
B. The Contractor shall not remove any more material from the road/street surface than can be repaired with A.C. pavement and brought to the grade of the existing pavement, during each day's construction operations. Contractor shall replace all removed areas by the end of each workday and prior to opening to traffic.
C. The Contractor shall not remove any more material than that which has been delineated on the pavement via a white painted boundary without the Engineer's prior approval. Contractor shall confirm limits of each removal prior to milling.
D. Prior to tack coat and asphalt concrete replacement the surrounding pavement shall be swept clean and free of any grindings or loose material. The milled pavement surface and or all vertical edges shall be clean and free of dust, dirt, moisture, and solvents and the entire surface and vertical edges shall be tack coated. The application rate for the tack coat shall be approximately 0.05-0.10 gallons per square yard of surface area. The Engineer may adjust the rate.
E. The Contractor shall replace the removed areas with new asphalt concrete to match existing grade. Locations more than 1/8” high shall be micro or profile milled to match grade.
G. Asphalt concrete shall be spread and compacted in 2” - 3” lifts. The asphalt concrete may be spread by hand although use of a mechanical spreader is recommended to maintain a uniform surface profile. If the repair is not uniform and smooth, the repair shall be removed and replaced. Asphalt concrete shall be compacted by rolling with a vibratory roller to not less than 95 percent of the density obtained per Test 304. The surface shall be compacted by not less than 3 full coverage passes of the vibratory roller.
H. Traffic loops damaged or removed as a result of pavement repair shall be replaced at the Contractor's expense in accordance with Caltrans Specifications, City of Camarillo requirements and shall be subject to the Engineer's approval and shall be included in the bid price. Loops shall be replaced within 48 hours of the damage occurring at the Contractor’s expense.
2006-4 12” Remove & Replace Pavement Area
A. This work includes repair areas w ith sub-grade failures and where tree roots have damaged the asphalt pavement, and other areas as marked in the field by the Engineer.
B. This work includes traffic control, saw cutting and excavating, or milling, to remove material to 12" deep, removal and disposal of existing A.C. and tree roots, cleaning, compaction, and replacement of yielding (soft soil or failed pavement areas) with 12" of A.C., compacted in-place, when indi cated in the Bid Schedule, marked on the pavement surface, or designated by the Engineer.
C. Where marked in the field, or directed by the Engineer, pavement areas shall be saw cut and excavated or milled from the existing roadbed to a minimum depth of 12” below the existing pavement surface or the depth of the existing asphalt concrete, whichever
Project No. ST-5088 Section 2006
is greater. No additional payment will be made for excavation between 12” and 15” that is required due to deep pavement section or the Contractor's operation.
D. The Contractor shall not remove any more material than can be repaired to the finish grade of the milled pavement surface during each day's construction operations.
E. The Contractor shall not remove any more material than that which has been delineated on the pavement via a white painted boundary without the Engineer's approval.
F. All excess material generated from the removal operation shall be removed promptly from the street right-of-way or City facility and properly and legally disposed of or recycled where appropriate. The finished pavement surface shall be cleaned and free of debris no later than the end of work each day.
G. The Contractor shall provide a Certified Arborist to oversee all tree root removal work at no additional cost to the City.
H. Upon approval by Certified Arborist the Contractor shall remove all interfering tree roots (with saw/chainsaw) and vegetative matter from the excavation and expose the subgrade at no additional cost to the City.
I. Exposed subgrade shall be reviewed by the Engineer to confirm the extent of the removal and condition of the subgrade. Subgrade or base in excavated areas shall be compacted to not less than 95% of relative compaction for six inches below the excavated plane. If compaction effort results in a yielding subgrade, the Contractor shall stop working and immediately notify the Engineer. The area shall be backfilled with Asphalt Concrete to the elevation of the existing pavement surface. All Asphalt Concrete greater than four inches (4") in thickness shall be constructed in multiple courses. No lift shall be greater than 4 inches or less than 2 inches thick.
J. Where Portland Cement Concrete (PCC) Base is encountered below the existing Asphalt Concrete (AC) Pavement, the AC shall be removed and the PCC swept clean for inspection by the Engineer. The Engineer will determine if the PCC Base is to be removed as par t of the pavement removal. Cleaning, delays for inspection and removal of PCC base up to 0.75 foot below existing surface shall be considered as included in the Contract Unit Price.
K. Asphalt Concrete pavement shall be placed in accordance with Section 302-5 "Asphalt Concrete Pavement" of the Standard Specifications for Public Works Construction.
Asphalt concrete shall conform to Section 203- 6 of the Standard Specifications and shall be Type B-PG-64-10.
L. The surface course of asphalt concrete used to repair failed areas and conforms shall be spread by a self-propelled mechanical spreading and finishing machine. Areas which are narrower than 5 feet or which are less than 75 square feet may be spread by hand methods.
M. Asphalt concrete for replacement of pavement areas shall be compacted using a steel drum vibratory roller. Compaction of the base lift for removal areas which are narrower than the roller drum width shall be performed by alternate compaction equipment such as trench rollers or plate compactors. Interior corners shall be compacted by use of a hand tamp or plate compactor. The density of each lift upon the completion of
Project No. ST-5088 Section 2006
compaction shall not be less than 95 percent of relative density. The surface lift shall be compacted by not less than 3 full coverage passes of the vibratory roller.
N. Traffic loops damaged or removed as a result of pavement repair shall be replaced at the Contractor's expense and included in the bid. Contractor shall survey the streets and determine all loops that will be affected by the work. Installation shall be i n accordance with Standard Specifications and City of Camarillo requirements and shall be subject to the Engineer's approval. Loops shall be replaced within 48 hours of the damage occurring at the Contractor’s expense.
2006-05 Asphalt Concrete Leveling Course
A. The work includes traffic control, sweeping, cleaning, tack coat and placement of pavement, adjusting manholes, valves and vaults in areas indicated in the Summary of Quantities, marked in the field or as designated by the Engineer.
B. The Contractor shall not place any more material than that which has been delineated on the pavement via a white painted boundary without the Engineer's approval.
Contractor shall confirm limits of each area prior to placement of pavement.
C. Cleaning of the existing pavement shall be performed by sweeping, flushing pressure wash or blasting with compressed air, as required prior to applying tack coat. Cleaning shall include the removal of all oil spots and weeds and vegetative matter from the limits of leveling course.
D. The location of all manholes, vaults and valves which are covered or concealed by the paving operation shall be marked by indentation and marking paint concurrent with the paving operation. Covers shall be adjusted to finish grade and be included in the bid price.
E. Tack coat for “Asphalt Concrete Leveling Course” shall be the non-tracking quick setting type. Tack coat shall be applied at a rate of 0.15 gallon per square yard of surface area or as directed by the Engineer.
F. The area to which tack coat has been applied shall be closed to public traffic. Care shall be taken to avoid tracking tack coat onto existing pavement surfaces beyond the limits of repair. If construction equipment or other traffic removes the tack coat, the Contractor shall promptly replace tack coat prior to paving. The Contractor at the Contractor’s sole expense shall promptly and completely remove tack coat applied or tracked onto any adjacent concrete improvements.
G. Prior to spreading level course asphalt concrete, the Contractor shall fill and compact asphalt concrete into existing potholes and deep depressions.
H. Asphalt concrete for leveling course shall not be spread when the atmospheric temperature is below 60°F, or when the surface temperature of the pavement is below 70°F.
I. Standard spreading equipment shall be used except that the width of spread must be adjustable to between 4 and 8 feet by use of screed cut-off plates, extensions, or other similar devices. Leveling course areas which are less than 4 feet wide or which are less than 75 square feet in area may be spread by hand methods.
Project No. ST-5088 Section 2006
J. The thickness of asphalt concrete leveling (including deep depressions) is to be one inch. The edges of each level area shall be feathered in 2 to 5 feet to provide a smooth riding surface. Deep depressions or potholes shall be filled and compacted in lifts not exceeding 3” prior to placing leveling course and shall be considered part of the work and included in the price.
K. Should the methods and equipment furnished by the Contractor fail to produce a layer of asphalt concrete conforming to the requirements, including straight edge and driving tolerance, of Section 302-5.6.2 of the Standard Specifications and these Specifications, the paving operations shall be discontinued, and the Contractor shall modify the equipment or methods. Out of conformance areas shall be corrected as directed by the Engineer at no additional cost.
L. Compaction of asphalt concrete leveling course shall begin immediately following spreading. Compaction methods shall be in accordance with one of the following procedures. Contractor shall provide a minimum of two rollers.
1. Areas required to be spread using mechanical spreading equipment shall be compacted using a vibratory steel drum roller. The rolling shall consist of not less than three full coverage passes.
2. Areas spread using hand placement methods that are larger than 50 square feet shall be compacted using a vibratory steel drum roller. The rolling shall consist of a cross-rolling pattern consisting of not less than three full coverage passes in each perpendicular direction.
3. Areas spread using hand placement methods and which are less than 50 square feet may be compacted using mechanical plate compactor or by the methods listed in item 2 above.
M. Compaction shall begin while the asphalt concrete mixture is above 250°F and be completed prior to the temperature of the mixture falling below 200°F. Asphalt concrete shall be compacted in conformance with Section 302-5.6.2 of the Standard Specifications. Areas that are not compacted to the required density shall be removed and replaced at the Contractor's expense.
2006-6 Quality Control & General Requirements
A. The Contractor's work shall be supervised by personnel with no less than 15 years' experience in asphalt concrete repair. If work is consistently out of tolerance the Engineer will require the Contractor to replace the foreman and/or workers.
B. The Contractor shall undertake the work in such a manner that the replacement pavement matches the profile crown and cross slope of the adjacent pavement areas.
Replacement pavement shall be constructed immediately and street areas reopened to traffic as soon as practicable.
C. The pavement surface shall be free from areas of open texture or excess coarse aggregate. Pavement areas with finished surfaces that exhibit such open texture shall be completely removed and replaced at no additional cost to the City . The Engineer will determine the limits of remove and replace.
Project No. ST-5088 Section 2006
D. The finished surface profile and cross -section tolerances of the repair work shall be equal to or better than the surface tolerance of the adjacent pavement. Deviation from a 10-foot straight edge shall not exceed that of the adjacent pavement surface when the straight edge is placed in the same direction. The Contractor shall provide and use a 10-foot straight edge to check and correct surface profile irregularities at each work location concurrent with and as an integral part of the spreading and compacting work. The Engineer will make the final determination of the acceptability of surface profile and cross-section tolerance for the finished repair pavement. Repairs shall be finished such that there is no perceptible bump when driving over the repair.
E. If the finished surface of the asphalt concrete on the traffic lanes does not meet the specified surface tolerances, it shall be brought within tolerance by either:
1. Micro-milled (with Type II slurry seal on the areas which have been milled); or
2. Removal by milling or dig out and replacement.
The Engineer will select the method. The corrective work shall be at the Contractor's expense.
If micro-milling is used to bring the finished surface to specified surface tolerances, additional milling shall be performed as necessary to extend the area ground in each lateral direction so that the lateral limits of milling are at a constant offset from, and parallel to the nearest lane line or pavement edge, and in each longitudinal direction so that the milling begins and ends at lines normal to the pavement centerline, within any milled area.
All milled areas shall be neat rectangular areas of uniform surface appearance.
Micro-milling shall conform to the requirements in Section 405 - Micro Milling of the Standard Specifications.
All work as indicated in this section shall be considered as corrective work and no payment shall be made therefor.
F. No payment shall be made for either Asphalt Concrete or Aggregate Base required for backfilling over -excavated areas at locations not determined in advance by the Engineer to require additional excavation or due to the Contractor's operation.
2006-7 Measurement and Payment
A. Payment for Remove & Replace Pavement Area shall be made at the square foot price listed in the bid schedule for 4” and 12” remove & replace pavement area and shall be full compensation for furnishing labor, equipment, tools and materials required to cold mill, remove and dispose of pavement structural section, subgrade, roots, recycle, sweep, clean, tack coat, construct A.C. repair, compact and finish, temporary pavement markings, clean up and quality control.
B. All work shall be in accordance with the Standard Specifications, these Special Provisions and as directed by the Engineer.
End Section 2006
Project No. ST-5088 Section 2007
SECTION 2007 – CRACK SEALING
2007-1 General
Contractor shall ensure that all weeds have been sprayed with herbicide and pre- emergent at least ten (10) days prior to crack sealing operation. All weeds shall be removed the same day as crack sealing operation including all weeds at concrete gutter joints.
2007-2 Crack Sealing Materials
A. Material used for sealing pavement cracks shall be Poly Flex Type III sealant as manufactured by Crafco, Inc . or equivalent. Sealant shall conform to ASTM Designation D-5078 and the following specifications:
Test parameter Specification Limits
Cone penetration (ASTM D5329) 20-40
Resilience (ASTM D5329) 30% min.
Softening point (ASTM D36) 210ºF(99ºC)min.
Ductility @ 77º (25ºC) (ASTM D113) 30 CM min.
Flexibility (ASTM D3111 modified) Pass @ 30ºF (-1ºC)
Flow 140ºF (60ºC) (ASTM D5329) 3 mm max.
Brookfield viscosity, 400ºF (204ºC) (ASTM D5329) 100 poise max.
Asphalt Compatibility (ASTM D5329) Pass
Bitumen content (ASTM D4) 60% min.
Tensile adhesion 1” (25.4 mm) thickness (ASTM D5329) 400% min.
Maximum heating temperature 400ºF (204ºC)
Minimum application temperature 380ºF (193ºC)
B. Equivalent materials shall, as a minimum, be a hot applied single component elastically modified asphalt, which conforms to ASTM Designation D 5087 and generally conforms to the above listed specifications. Equivalent materials shall be formulated to seal cracks as narrow as 1/4 inch wide.
2007-3 Sand Blotter
Sand Blotter shall only be used for high traffic areas and only when approved for use by the Engineer. Sand used for blotter shall be Silica Sand grade #20 or equal. Substitutes must be submitted for approval prior to use.
2007-4 Crack Sealing Installation
A. Contractor shall post all affected streets with “No Parking” signs 72 hours prior to scheduled work to occupants of properties whose access will be affected by the work.
Signs shall be in conformance with Section 2002. Signs shall be placed for both weed spraying and crack seal operations.
Signs shall be removed from streets where work has been completed by the end of each work day and no later than 5:00 p.m.
Project No. ST-5088 Section 2007
B. Contractor shall provide all traffic control necessary for his operation for the minimum inconvenience and maximum safety of the public and in accordance with the California Manual on Uniform Traffic Control Devices (CMUTCD). A minimum of two (2) Flaggers shall be used for all phases of the crack sealing operation including routing phase.
C. All vegetation growing in cracks shall be treated with a systemic herbicide such as Round-Up Pro or equal at least ten (10) days before the routing and crack sealing operation. If in that ten days rain or moisture occurs the herbicide must be reapplied at least ten days before the routing and crack sealing operation. A non-toxic colorant shall be added to the herbicide as a marker dye so that coverage can be monitored.
The person applying the herbicide shall have a Qualified Applicator License with the Department of Agriculture. Submit license and MSDS for systemic herbicide and pre- emergent to the Engineer prior to start of work.
The Contractor shall provide to the public on request an 8½” x 11” information handout on the systemic herbicide being used on the streets. The handout shall always be carried in the vehicle applying the herbicide. The handout shall be supplied to any person inquiring about the weed kill process. The handout shall contain, at a minimum, the following information: company name, phone number, address, type of herbicide, manufacturer’s information, reason for herbicide spraying, duration and the County of Ventura Agricultural Commission phone number.
D. All streets shall be vacuum swept curb face to curb face prior to commencement of the crack seal operation. Streets shall be swept clean to remove surface debris and dirt. Sweeping operation shall not commence prior to 7:30 a.m.
E. To provide for proper inspection, the crack sealant operation shall take place between the hours of 8:00 a.m. and 3:30 p.m. (Monday - Friday). Weekend and holiday work is not allowed. Set up and site cleanup may be performed during the standard working hours of 7:30 a.m. to 5:00 p.m. (Monday – Friday) other restrictions may apply as called for in these Special Provisions.
F. Cracks greater than 1/4 inch wide up to and including cracks 3/4 inch wide shall be routed clean and free from all dirt, debris and vegetation by mechanical means to a minimum width of 1/2 inch wide and 1/2 inch deep. Router shall be capable of following random cracks easily. Filling of excess routing shall be at the Contractor's expense.
Those cracks greater than 3/4 inch wide shall be blown clean and free from all dirt, debris and vegetation with compressed air of not less than 100-psi pressure.
G. After routing, all cracks and the surrounding pavement shall be cleaned by high - pressure compressed air blown into the crack. The air compressor used for blowing cracks shall be capable of producing 120 to 180 cubic feet per minute at 100-psi nozzle pressure. All vegetation shall be removed from the cracks and joints cleaned to a minimum depth of ½ inch below the pavement surface. Cleaning shall extend to include the surface of the pavement 4 inches to each side of the crack or joint being sealed. All cr acks shall be cleaned to the satisfaction of the Engineer. If the Contractor's cleaning methods fail to consistently result in clean and intact bonding surfaces, the Contractor shall modify or adjust the methods used. This adjustment may result in a method which is more labor or equipment intensive, however no additional compensation shall be paid therefor.
H. All excess material generated from the cleaning operation shall be vacuum swept, curb
Project No. ST-5088 Section 2007
face to curb face and the Contractor shall properly and legally disposed of all removed material. All sidewalks driveways and the pavement surface shall be cleaned and free of debris no later than the end of work each day.
I. Sealing of cracks and joints shall not commence until the surrounding pavement are clean and dry. The pavement surface temperature shall be greater than 40°F and rising.
J. All existing cracks and joints in the asphalt pavement surface 1/4-inch or wider, shall be sealed in accordance with these special provisions.
K. Asphalt-elastomeric crack sealant material shall be applied in accordance with these specifications, the manufacturer's recommended procedure, and as directed by the Engineer.
L. Sealant material shall be melted in a jacketed double boiler type application unit, equipped with both agitation and re-circulation systems, capable of maintaining sealant application temperatures of between 380°F and 400°F. Sealant that has been heated to above the manufacturer's safe heating temperature range shall be properly and legally disposed of at the Contractor's expense. Sealant shall not be cut with solvents, diluent, or cleaning agents.
M. All cracks shall be sealed including those less than 1/8” wide. Sealant shall be placed into cracks using a pressure fed wand to the pavement surface level and struck flush with the pavement surface by use of a squeegee immediately after application. The squeegee shall be a separate tool and shall not be connected to the wand. The finished sealant surface shall not extend more than 1/16-inch above the surrounding pavement surface, or below flush with the pavement.
N. Care shall be taken by the Contractor to minimize sealant application on concrete improvements. Sealant extending more than 1 inch onto any concrete improvement shall be removed. The Contractor shall protect the sealant from the public and traffic until cured. A release agent shall be applied to the sealant surface immediately following sealant placement to reduce tracking . No additional compensation will be made for providing or applying a release agent.
2007-5 Measurement and Payment
A. Payment for Crack Sealing shall be made at the contract lump sum price listed in the bid schedule and shall be full compensation for furnishing labor, equipment, tools and materials for herbicide treatment ten days prior to crack fill, sweeping, clean, rout, pre- emergent, crack seal, squeegee and finish, release agent, clean up and quality control.
B. All work shall be in accordance with the Standard Specifications, these Special Provisions and as directed by the Engineer.
END OF SECTION 2007
Project No. ST-5088 Section 2008
SECTION 2008 – TREE TRIMMING
2008-1 General
This section pertains to tree trimming required to provide vertical clearance for the equipment required to perform the work. The City has evaluated the trees on the selected streets and has performed basic tree trimming prior to the project being bid. N o further trimming will be performed by the City. At some locations the Contractor may have to work around branches or perform handwork or decide to trim the trees further. If the Contractor elects to trim the trees, the following specifications shall be followed.
2008-2 Tree Trimming
A. The Contractor shall provide an arborist and trim trees that will interfere with the work.
Trees may be trimmed to provide additional vertical clearance. The arborist will direct how the tree is to be trimmed. Some large branches may be required to be l eft as removal may damage the tree as determined by the arborist.
B. The Contractor shall provide a Certified Arborist to oversee all tree trimming work.
C. The Contractor shall notify residents by letter that the tree located in front of their property and located within the street right-of-way will be trimmed. The Contractor shall also notify the home owner 2 weeks in advance of starting work at that location.
D. If interfering trees are located outside the street right-of-way on private property the Contractor shall coordinate with the City and the resident or business owner. Prior to trimming trees on private property the Contractor shall provide the City with a “ Right of Entry Agreement” signed by the legal owner.
E. The Contractor shall review all the streets and prepare a list of all the trees that will impact the work and require trimming for the Engineer to review. The Engineer will confirm which trees can be trimmed prior to any trimming.
F. Contractor will perform the work and apply proper traffic control, haul all debris away from the site and properly dispose or recycle it, and clean up the work area prior to the end of the work day.
2008-3 Measurement and Payment
A. No separate payment will be made for work or other requirements as outlined in this section, “Tree Trimming”; full compensation for work and requirements shall be considered included in the price for other applicable items of work, and no additional compensation will be allowed therefor.
END OF SECTION 2008
Project No. ST-5088 Section 2009
SECTION 2009 - EMULSION-AGGREGATE SLURRY
2009-1 General
Materials shall conform to Section 302-4 of the “Greenbook” Standard Specifications.
2009-2 Emulsion-Aggregate Slurry
A. Emulsion-aggregate slurry shall be Type II as indicated on the Bid Schedule.
B. Extra Long Ton (ELT) of Emulsion-aggregate Slurry shall be defined as: 2,000 pounds of dry aggregate and include emulsion, water and additives.
C. The Engineer shall approve the amount and type of accelerator used.
2009-3 Emulsified Asphalt
Emulsified asphalt shall be Polymer Modified Quickset type PM-CQS-1h.
2009-4 Polymer Modified Emulsion
A. Polymer modified emulsion-aggregate slurry shall conform to “Table A” of these Special Provisions.
B. Asphalt emulsions shall be composed of paving asphalt base uniformly emulsified with water and an emulsifying or stabilizing agent. Polymer modified asphalt emulsions shall contain a polymer.
C. Asphalt emulsion shall be used within 30 days of delivery. Asphalt emulsion which has been subjected to freezing temperatures shall not be used on the project and shall be properly disposed of. Asphalt emulsion which has separated shall be thoroughly mechanically mixed and homogeneous prior to use. The polymer used in the manufacture of polymer modified asphalt emulsion shall be, at the option of the Contractor, either neoprene, ethylene vinyl acetate, or a blend of butadiene and styrene. Polymer modifi ed emulsified asphalt shall be kept in a suspended state by an agitating mixer operated every 3 days.
D. The emulsion supplier shall certify that the asphalt residue contains at least 2.5 percent polymer (dry weight) and the polymer has either been added as a solid polymer to the base asphalt or has been added in the form of a latex at the time of emulsion manufacture.
Project No. ST-5088 Section 2009
TABLE A
Requirements for Polymer Modified Cationic Quick Setting Emulsions (PM-CQS-1h) PROPERTIES Min Max
Test on Emulsions
Viscosity SSF, @ 77°
Sieve Test, %
Storage Stability, 1 day, %
Residue by Evaporation
Particle Charge
15.0 57.0
Positive
90.0 0.3
1.0 Tests on Residue from Evaporation Test
Penetration, 77° F
Ductility, 77° F, cm
Absolute Viscosity @ 140° F, poise
Solubility in Trichoroethylene
40.0 40.0
2,250.0
97.0 90.0
Quantitative Test for Polymer Content:
Either; Torsional Recovery, %
OR
Polymer; Content in Residue, wt %
18 2.5
3.0 2009-5 Test Reports and Certification
A certification of compliance shall be provided at least 48 hours prior to delivery of emulsion to the project.
2009-6 Aggregate
A. Aggregate for emulsion-aggregate slurry seal shall conform to Section 302-4.3.2.1 of the Standard Specifications.
B. Aggregate shall be free from organic matter or other deleterious substances.
Aggregate shall be the darkest colored aggregate from the source supplying the aggregate. The use of light-colored aggregate will not be allowed.
C. Contractor shall submit to the Engineer for approval a laboratory report of tests as required in Standard Specifications. Contractor shall also supply the Engineer with a sample of aggregate as part of the submittal.
D. Aggregate shall be supplied by the following source or equal.
1. All American Asphalt – Corona Plant, Corona, CA
2009-7 Sand Blotter
Sand Blotter shall only be used for high traffic areas and only when approved for use by the Engineer. Sand used for blotter shall be Silica Sand grade #20 or equal. Substitutes must be submitted for approval prior to use.
A sand blotter shall be spread at driveways requiring access as determined by the Engineer, intersections, and where required by the Engineer to accommodate pedestrian or vehicular traffic until slurry cures. Sand blotter shall be placed within twenty minutes after slurry has been placed. Blotter shall be removed with sweeping within 24 hours. Full
Project No. ST-5088 Section 2009
compensation for supplying sand and placing blotter shall be included in various contract unit prices in the Bid Schedule.
Sand blotter will only be allowed when approved in advance of placement by the Engineer.
2009-8 Equipment
A. Inspection:
The Contractor shall make the equipment proposed for the project available for inspection and demonstration at the site or other location acceptable to the Engineer at least two working days prior to beginning work. Any equipment requiring repair or replacement as determined by the Engineer shall not be used on the work until the Engineer accepts its condition.
B. Maintenance:
All equipment must be maintained and in good state of repair, i.e., no oil/hydraulic fluid leaks that could damage existing asphalt, concrete or landscaped areas. All equipment safety guards shall be in place, hydraulic hoses and fittings shall be in good condition. No equipment shall be a potential danger to the crews, passing pedestrians, motorists or the public at large. Failure to comply with this provision will be cause to have the equipment removed from the job. Equipment considered by the Engineer to be critical to the operation including monitoring equipment such as meters and scales shall be operational and in good working order at all times.
When in the event of an equipment failure, the Contractor determines the repair will require more than 24 hours the Contractor shall (1) notify the Engineer immediately and (2) have a functioning replacement piece of equipment on site and ready for work the morning after determination was made. Any piece of equipment that breaks down twice on the project shall be removed permanently from the project.
Prior to a change of emulsion type or supplier, Contractor shall thoroughly clean all emulsion tanks and mixing units to prevent any chemical reaction between the two emulsions.
C. Truck mounted Continuous-Flow Slurry Seal Mixers:
The Contractor shall furnish and continuously operate a minimum of three (3) truck mounted continuous-flow slurry seal machines with approximately thir teen (13 ) ton capacity for each scheduled workday. Failure by the Contractor to adhere to this requirement may result in an immediate Stop Work Notice until the Contractor provides the required equipment. The Contract Period will remain in force and counting of working days will continue.
All trucks, which the Contractor proposes to use, that exceed the legal limit are required to have overweight permits from the City and jurisdictions within which they will be operated.
Prior to the beginning of slurry operations, Contractor shall furnish, at no additional cost to the City, a licensed weigh master's certificate indicating the net weight capacity of the
Project No. ST-5088 Section 2009
aggregate bin for each truck and calibration sheets for each truck to be used on the project.
The certificates and calibration sheets shall be dated no more than 30 days prior to the date of start of construction.
D. Slurry Spreader Box:
The Slurry Spreader Box shall be in good working condition and provide for width adjustments and be equipped with a steering device and suitable drag to erase ridges.
The drag rubber shall be new at the beginning of the contract and shall be maintained in good condition throughout the contract. A minimum 2-foot length of burlap or cotton duct material shall be attached to the entire width of the drag.
E. Continuous Flow Mixer:
Continuous flow mixers shall conform to Section 302-4.5 of the Standard specifications and shall be equipped with a fine feeder for addition of accelerator.
F. Sweepers:
The Contractor shall furnish and continuously operate a minimum of two (2) street sweepers, which shall be air -vacuum types, approved in advance by the Engineer.
Contractor shall provide for dust control.
G. Support Equipment:
Support equipment such as front-end loaders shall be in good working order with no leaks and sized to adequately maintain the slurry seal work without interruption.
2009-9 Stockpiling
A. Contractor shall make his own arrangements for temporary work areas for stockpiling and loading. The Contractor shall, prior to beginning construction and the test strip, provide the Engineer with a copy of the written agreement with the landowner(s) for use of the work area. Prior to final payment, the Contractor shall provide the Engineer with a letter from the Landowner(s) stating that said areas have been left in a condition satisfactory to the landowner(s).
B. All temporary stockpile and staging areas shall conform to the requirements of Section 2003 Stormwater Pollution Control Program and all appropriate BMP’s installed and maintained.
C. The Stockpile areas shall be thoroughly cleaned, removing all excess material and all material contaminated by spilled oil, and left with a neat, orderly appearance upon completion of slurry operations in that area. Paved areas shall be cleaned and repaired to the satisfaction of the property owner and Engineer and striping replaced , all at no additional cost to the City.
D. Contractor shall supply the Engineer with licensed weigh master's certificates of weights for all aggregate and emulsion delivered to the job during the course of each day. Aggregate and emulsion so certified as being delivered for use in the contract shall be used only in the slurry mixture for this contract. Contractor shall present Weigh Master’s certificates for the amount of such aggregate and emulsion remaining
Project No. ST-5088 Section 2009
unused at the completion of the contract, at no cost to the Agency. The certificates shall be presented to the Engineer on the same day the aggregate or emulsion is delivered.
E. The Contractor shall stockpile all slurry constituents at the same site for the work in each area. These locations shall be approved in advance by the Engineer.
Contractor shall schedule and coordinate the delivery of aggregate to the stockpile(s) such that: (1) deliveries originate at the plant and arrive at the stockpile site within normal work hours on the same calendar day, (2) delivery site and project name are explicitly stated on each delivery ticket, (3) successive deliveries on the same calendar day show the cumulative total for that day, (4) copies of all delivery tickets are delivered to the Engineer before the end of the working day (any delivery tickets not so delivered may be rejected by the City and no payment made therefore). Any deviation from this process must have the prior written approval of the Engineer.
F. The approved stockpile location(s) shall not be used for slurry seal work outside of this contract during this contract period unless authorized in advance by the Engineer.
2009-10 Preparation
A. It will be the responsibility of the Contractor, prior to slurry sealing, to measure and record all traffic separation dimensions and markings, bike lane dimensions and markings and all traffic control markings. This information shall be reviewed and approved by the City prior to the application of restriping or pavement markers. The pavement marking contractor shall also review this information with the City prior to remarking or restriping the streets.
B. The Contractor shall not trim any street tree without prior approval. Contractor is responsible for trimming trees and all tree trimming shall be performed under the direction of a certified Arborist provided by the Contractor. Certain trees will not be able to be trimmed, and the Contractor shall make arrangements to work around those trees. Contractor shall request acceptance of tree trimming a minimum of 7 days in advance of trimming any trees.
C. Preparation shall include removal of pavement markers, trimming of interfering shrubbery and ground growth, removing trimmed vegetation, weed removal, controlling nuisance water, and sweeping. The streets shall be swept from curb face to curb face prior to slurry seal. Immediately prior to slurry application, the surface shall be cleaned of dust, dirt, and other foreign material. An air vacuum sweeper approved by the Engineer shall do all sweeping.
D. The Contractor shall remove existing raised pavement markers (reflective and non- reflective) prior to commencement of slurry application.
E. The Contractor shall remove thermoplastic and conventional painted striping and markings by means approved by the Engineer prior to the commencement of any slurry application.
F. Contractor shall remove all wheel stops in parking lots prior to crack sealing or slurry sealing. All wheel stops shall be placed back in same location after slurry seal has cured and before opening to vehicles. Any wheel stops damaged by the Contractor’s
Project No. ST-5088 Section 2009
operations shall be replaced in kind at the Contractors expense.
G. All concrete surfaces to be joined by the slurry seal (with exception of parallel curb and gutter) shall be covered prior to slurry application with tarpaper or other approved material to protect it. All driveway surfaces, pavers and concrete directly adj acent to slurry seal shall be covered prior to slurry application with tarpaper or other approved material.
H. Prior to beginning the work the Contractor shall inventory all utilities that will be covered by slurry seal. The inventory shall be itemized per street listing the type of utility. Legible copies of the inventory shall be given to the Engineer prior to beginning the work.
I. All utilities shall be identified and marked on the curb by at least two (2) points of reference. The points of reference shall identify the type (i.e. W.V. or M.H.) and the distance to the center of the utility from the identifying mark.
J. The Contractor shall protect all metal , concrete and all other covers within the street slurry seal areas such that they will be free of any slurry seal. The methods of protection shall be approved in advance by the Engineer. These areas shall be cleaned no later than twenty -four (24) hours or the following workday after the application of the slurry seal. Slurry and other materials shall not be allowed to fall into utility openings. Contractor shall remove all materials falling into openings.
K. On City Streets, accumulated oil and grease shall be sufficiently removed from the pavement up to and including the use of a pavement grinder to allow thorough bonding of the slurry seal to the existing pavement. In parking lots, oil and grease shall be removed from the pavement surface with a pavement grinder or alternative method acceptable to the Engineer.
2009-11 Vegetation Trimming
A. Vegetation encroaching into the work area, curbs, A.C. dikes or within 12” of surfaces to be slurry sealed shall be trimmed by the Contractor two weeks prior to placement of slurry on that street and is subject to the Engineer's approval. Vegetation shall be removed to one foot behind curb or berm or two feet from the edge of pavement.
B. If the Contractor cannot successfully remove the vegetation the Contractor shall hire a landscaping service to remove the vegetation to the satisfaction of the Engineer at no additional cost to the City.
C. Trees shall be trimmed in accordance with Section “Tree Trimming” of these specifications.
D. Contractor shall notify property owner a minimum of two weeks prior to trimming trees and other vegetation.
2009-12 Mixing and Spreading
A. Slurry seal shall be placed only when the ambient pavement temperature is above 50 degrees Fahrenheit and rising. No slurry will be placed during inclement weather or the threat thereof. Inclement weather shall include relative humidity above 75% that
Project No. ST-5088 Section 2009
may prolong curing time and opening the streets to traffic in accordance with the specifications. Contractor will bear the responsibility of cancellation of work on these days and will be responsible for any damages that may arise from non-cancellation.
B. The application of slurry seal shall be such that the C ontractor complies with the requirements and restrictions in Sections 2000 -3, 2000-4, 2002 and the Appendix herein.
C. The following is hereby added to Subsection 302-4.8:
Each slurry crew shall be composed of a non- working foreman/ coordinator at the project site at all times, a competent quick-set mixing operator, competent drivers, two squeegee laborers, the required traffic control personnel including flaggers and sufficient personnel to load slurry trucks. Each crew member shall have either a 2- way radio or cell phone with 2-way capability to provide instantaneous communication.
D. The performance of the quickset mixing operator shall be reviewed by the Engineer on a weekly basis and if performance is unsatisfactory the Contractor will be required to replace that person to the satisfaction of the Engineer.
E. If a Contractor utilizes a quickset mixing operator that the City has had problems with on previous slurry contracts, the Engineer reserves the right to insist on another quickset mixing operator prior to start of work. The project will not commence until a mixing operator has been approved by the Engineer.
F. No slurry seal shall be placed on wet pavement without the Engineer’s approval.
G. In areas with existing asphalt berms or asphalt curbs, the Contractor shall seal the entire exposed surface of the existing asphalt berm or existing asphalt curb with slurry prior to slurry sealing the street. Sealing of berms or curb shall be considered as incidental to and included with the adjacent work Area and no separate or special compensation in addition to the bid unit price per ELT for the various item of “Slurry Seal” will be made therefor . If the Engineer allows emulsion only seal on asphalt berms or asphalt curbs then it shall be sealed prior to street slurry sealing. Berm or asphalt curb slurry shall not extend more than 2” on the dirt behind the berm or curb.
H. The limits of work shall be as marked by the Engineer in the field and as shown on the vicinity maps in the Appendix.
I. Intersections and commercial driveways shall be completed in two or more separate operations to allow ingress and egress to traffic. Intersections shall allow for all turning movements.
J. When necessary to provide vehicular or pedestrian crossing over the fresh slurry, the Engineer will direct the Contractor to spread sufficient sand blotter on the affected area to eliminate tracking or damage to the slurry. Sand blotter used for this purpose shall be provided and spread at the Contractor’s expense. Use of sand blotter shall be approved by the Engineer prior to placement.
K. Contractor shall provide barricades and other traffic control devices as necessary to eliminate traffic on areas of fresh slurry that might sustain damage from such traffic.
Any tracking of slurry seal on any surface which is not intended to be slurried or on
Project No. ST-5088 Section 2009
private property will be the responsibility of the Contractor to correct and shall be removed by the method acceptable to the property owners and the Engineer.
Sandblasting or soda blasting may be required.
L. The cost of the repair, cleanup and/or damage caused by any vehicle tracking through the slurry seal shall be borne solely by the Contractor.
M. Slurry shall be applied with an overlap of the concrete gutter of 1-inch. The Contractor shall remove any slurry material exceeding 1-inch by sandblasting or other Engineer approved method prior to completion of the project.
N. The Contractor shall sweep all loose aggregate from the streets after the slurry seal has set. Multiple sweeping operations shall be anticipated until all loose material is removed. All associated costs shall be borne by the Contractor.
Streets that have been slurry sealed shall be kept free of all loose aggregate "raveling." It will be the Contractor's responsibility to maintain a sweeping and cleaning schedule until raveling has stopped. Cleaning and sweeping raveling slurry seal shall include blowing off all driveways, sidewalks gutters and all other areas the sweeper cannot reach.
O. Slurry placed on streets shall be smooth, without excessive seams , washboard finish or marking caused by excessive squeegee work. Streets not meeting these finish requirements shall be re-slurry sealed at the Contractor’s expense and shall be subject to the Engineer’s approval.
P. If washboarding is observed during placement the Contractor shall immediately correct the operation causing the wash boarding before proceeding further with the slurry seal operation.
Q. Streets with washboard finish shall be corrected at the Contractor’s expense and shall be subject to the Engineer’s approval. Contractor shall remove wash boarding by micro milling and either double slurry sealed or overlaid with asphalt concrete pavement. The cost to correct the wash board finish shall be borne solely by the Contractor.
R. Streets with finish color variance between passes (non-uniform in appearance) shall be re-slurry sealed the entire length and width of the street where non-uniform slurry color occurs. The cost to re-slurry the street shall be borne solely by the Contractor and shall be subject to the Engineers direction and satisfaction.
S. Streets with excessive tire marks including areas where tires have left deep tread marks or tires have removed the slurry seal shall be re-slurry sealed the entire length and width of the street. The Engineer will determine the limits of the re-slurry.
T. The Contractor shall have a self-propelled rubber tire roller available on site to mitigate areas where material roughness occurs. The rubber tire roller shall be utilized at the Engineer’s request.
U. All streets shall be wheel rolled by a self-propelled rubber tire roller when slurry seal has been set sufficiently to be wheel rolled and prior to the opening of the street.
Project No. ST-5088 Section 2009
V. Parking lots shall be wheel rolled by a self-propelled rubber tire roller when slurry seal has been set sufficiently to be wheel rolled and prior to the opening of the parking lot.
W. Emulsion-aggregate slurry seal application rate shall be in accordance with section 302-4.8.2. Emulsion-aggregate slurry finish thickness for Type II shall be no less than ¼” and shall be no less than 1/8” for Type I.
X. The emulsion-aggregate slurry seal application rate shall be submitted daily and verified by the Engineer. If the application rates are not in accordance with the specifications then the Engineer may require that work is stopped and another test section be performed per Section 2009-14.
2009-13 Field Sampling and Testing
A. Add the following to subsection 302-4.9.1 FIELD SAMPLING:
Samples of slurry seal for extraction and Wet Track Abrasion Tests (WTAT) shall be taken from the distributor truck during the application of the slurry seal. The samples will not be taken at the beginning or end of the applications. The samples will be taken while the truck is in motion and not while the truck is at a standstill. The Contractor shall not make any adjustments to the slurry seal mixer before the sample is taken to ensure that the sample is representative and consistent with the material being placed on the project streets.
B. It is the responsibility of the Contractor to obtain a slurry sample for testing. The Contractor shall provide the slurry sample at the time the Engineer or Field Technician requests the sample so that there is sufficient time to take the sample back to the template and fabricate a test specimen. The following procedures will be followed by the Engineer after the sample has been taken:
The sample for the extraction will be sealed and labeled for testing at a later time. The sample taken for the wet track abrasion tests will be brought to the fabrication site and prior to making the three WTAT samples, it shall be thoroughly stirred. Use a ¼ inch thick template with a 9 -inch diameter hole cut in its center to fabricate the test specimens and a pre-cut circular piece of 30 pound asphalt roofing paper slightly larger in diameter than the 9 inch diameter hole in the template. Place the template over the piece of asphalt roofing paper and with a scoop place a sufficient amount of the well - mixed slurry seal to fill the circular area. With a 12-inch squeegee, squeegee the slurry seal into all the area of the circle. The specimen should be squeegeed flush with the top of the ¼ inch thickness of the template. Remove any excess slurry seal from beyond the circular area and then carefully remove the template from the top of the specimen. The sample specimen shall be made on top of a rigid surfa ce and remain undisturbed to allow the slurry seal to set prior to removal for testing by the Engineer.
By accepting this contract, the Contractor has accepted the validity of this modification to the Wet Track Abrasion Test, which is the standard in the industry for slurry seal quality control testing.
2009-14 Test Sections
A. The approved mix design and test sections as specified by Section 302-4 .3 and 302-
4.5.5 of the Standard Specifications shall be used to evaluate and accept material for this project except as modified herein.
Project No. ST-5088 Section 2009
B. At least one week prior to commencement of work, Contractor shall perform test section(s) for review and approval by the Engineer. One test section shall be performed for each type of slurry specified. The area of each test section shall be at least 5,000 square feet. The test section locations shall be in the area of the work specified for construction as determined by the Engineer. In no case will the Contractor begin operations until the test sections have been tested and adequately cured and they have received approval by the Engineer.
C. The Engineer will obtain field samples during the performance of these test sections for testing as specified in Section 202 -4.5.5 of the Standard Specifications and modified herein. If the testing performed on these samples does not meet the requirements of these specifications as determined by the Engineer the Contractor may be required to remove material placed and apply it again or perform additional test sections. The City reserves the right to charge the Contractor for field sampling and testing performed on additional test sections.
D. The test section shall have a WTAT of less than or equal to 40 gm/ft 2 in order to
proceed with slurry placement on streets.
2009-15 Temporary Striping
A. The Contractor shall mark all lane lines with temporary raised pavement markers prior to the end of each workday and prior to opening a newly slurry sealed lane to traffic.
The Contractor may, at the Contractor’s option, paint lane lines in lieu of pavement markers. Pavement markings shall be painted. The first coat of paint for pavement markings (stop bars, arrows and crosswalks) or striping shall be applied prior to opening a newly slurry sealed lane to traffic. Temporary striping shall conform to Section 84 and 85 Construction Materials and Methods for Traffic Stripe s, Pavement Markings and Pavement Markers of the Caltrans Standard Specifications.
B. Flexible reflective Temporary Raised Pavement Markers (TRPM) as manufactured by Davidson Plastics company, or approved equal, may be used in lieu of paint or pavement tape where allowed by these special provisions.
C. The Contractor shall "touch up" and maintain any striping, stop bars, legends or line striping that may wear out between coats of paint to ensure continuous public safety at no cost to the City and shall be subject to the Engineer's approval.
D. The Contractor shall visually inspect all slurry sealed streets on a daily basis to provide for maintenance of pavement markings.
E. Payment for temporary striping shall be considered to be included in the bid unit price for Emulsion Aggregate Slurry and no separate payment shall be made therefor.
2009-16 Measurement and Payment – Emulsion Aggregate Slurry
A. The second paragraph of Subsection 302-4. 10 and 302-4.11 of the Standard Specifications is hereby deleted and replaced with the following:
Measurement and payment will be based on the number of tons of dry aggregate placed as determined by the Engineer. No payment will be made for the quantity of
Project No. ST-5088 Section 2009
dry aggregate which exceeds the theoretical amount of dry aggregate which should have been utilized based on the approved mix design and the weight of emulsion used for the project.
B. The Contractor shall submit to the Engineer an itemized invoice listing the quantity of each contract pay item. The invoice shall include:
1. Aggregate: A chronological list of all delivery tickets by gradation type and stockpile, listing delivery date, ticket number and tonnage. A list of current stockpiles and the amounts left from the weight tickets listed and the waste amount in each stockpile.
2. Asphalt Emulsion: A chronological list of all delivery tickets, listing delivery date, ticket number and amount. Also list amount of emulsion currently at stockpile, from delivery tickets used.
C. The contract unit price per Extra Long Ton (ELT) shall include full compensation for furnishing, mixing and spreading 2, 000 pounds of dry aggregate, with emulsion, polymer, accelerator or retardant and water, and including all preparation, pre and post sweeping, removal or protection of thermoplastic traffic striping and markings, removal of raised pavement markings (reflective and non-reflective), temporary traffic markings, traffic control, and other incidentals described in these specifications and associated with the work, except as provided for in separate bid items, and no additional or separate compensation will be provided therefor.
2009-17 Payment Reduction for Non-Compliance
A. Payment reduction for non-compliance shall be in accordance with Section 302 -
4.11.1.2 of the Standard Specifications.
END OF SECTION 2009
Project No. ST-5088 Section 2010
SECTION 2010 – STRIPING PAVEMENT MARKINGS AND PAVEMENT MARKERS
2010-1 General
A. Pavement marking shall consist of the layout and construction of temporary painted markings and reflective pavement markers. Final marking and striping shall be thermoplastic.
B. The City Hall Parking lot striping and markings shall be sprayable thermoplas tic striping. Accessible parking stall markings shall be preform ed thermoplastic.
Contractor shall review the parking lot striping and marking prior to bidding.
C. All equipment, materials, and components for striping, pavement markings and pavement markers, and the installation thereof, shall conform to the Caltrans Standard Plans and Standard Specifications, Section 84, "Traffic Stripes and Pavement Markings," and Section 85, "Pavement Markers," except as noted in the Special Provisions and on the Plans. These Plans and Specifications are hereinafter referred to as Caltrans Standard Plans and Caltrans Standard Specifications. Applicable Standard Plans are attached in the Appendix.
D. If the project is suspended for the winter and striping has been removed the Contractor shall place temporary striping and markings using waterborne paint and conform to the requirements of these Specifications.
2010-2 Traffic Stripes and Pavement Markings
A. Waterborne Paint (temporary striping and pavement markings):
The paint to be used for temporary striping and pavement markings on all work under this contract shall be as manufactured by Ennis-Flint water based fast dry traffic paint, or equal.
Thinner shall not be mixed with paint. Paint shall dry "track free" within (5) minutes.
All paint shall be lead free.
B. Thermoplastic (final striping and pavement markings):
Final striping shall be sprayable thermoplastic traffic stripes placed with a truck mounted striping machine.
Final pavement markings shall be extruded thermoplastic applied using stencils.
Preformed thermoplastic markings shall be used where extruded thermoplastic cannot be used.
Final s triping and pavement markings shall be constructed in conformance with Section 84-2 Traffic Stripes and Pavement Markings of the Caltrans Standard Specifications
Pavement markers shall be Retroreflective type constructed in conformance with Section 81-3 Pavement Markers of the Caltrans Standard Specifications
C. The paint for temporary traffic striping and pavement markings shall be a minimum of
Project No. ST-5088 Section 2010
one coat and shall be placed prior to opening a lane or street to traffic. Temporary pavement markings of one coat shall consist of two (2) complete passes. Temporary pavement markings shall be placed using stencils. Stencils for temporary pavement markings shall match stencils for final thermoplastic striping.
It shall be the responsibility of the Contractor to "touch up" any striping, stop bars, legends or line striping that may wear out prior to the application of the thermoplastic paint to ensure public safety, at no additional cost to the City. Final striping and pavement markings shall be constructed of thermoplastic.
D. The Contractor shall install new stripes and markings at locations designated by the Engineer to change and replace all existing stripes and legends in their current configuration. The Contractor shall not replace stripes and markings designated by the Engineer for non-replacement. Final stripes and legends shall be thermoplastic and constructed within 21 days of paving or resurfacing the street.
E. It will be the responsibility of the Contractor, prior to paving or resurfacing, to measure and record all traffic separation dimensions and markings, bike lane dimensions and markings and all traffic control markings. This information shall be reviewed and approved by the Engineer prior to the application of the restriping or pavement markers. The pavement marking contractor shall also review this information with the Engineer prior to remarking or restriping the streets.
F. The Contractor shall submit three (3) striping inventory binders containing photos and layout of existing striping for the City’s use/information.
G. The Contractor shall grind off all thermoplastic striping prior to placing crack seal but no sooner than one week before crack sealing. All grindings and removed pavement markers shall be picked up immediately and disposed of properly.
H. All striping and pavement markings shall be replaced in kind immediately with temporary striping and pavement markings.
I. Stencils used for pavement markings shall match City stencils exactly and shall be approved by the Engineer prior to commencement of painting.
J. Prior to paving or resurfacing on any of the streets, the Contractor will submit to the City, for review and approval, a pavement marking schedule with start and completion dates for all pavement marking and restriping.
K. Prior to placing striping and markings, the Engineer shall review and approve the Contractor’s layout work. The Engineer may require field changes to striping layout.
L. A test patch for both line striping and pavement markings shall be required of the Contractor prior to commencement of the striping. The test patch shall be witnessed by the Engineer and shall be subject to their approval.
M. After paving or resurfacing work is complete, the Contractor shall replace pavement delineation and pavement markings with thermoplastic to match the existing location and alignment unless new locations or alignment have been directed by the Engineer in the form of plans or field markings.
Project No. ST-5088 Section 2010
N. Contractor will provide to the inspector a copy of the inventory of all striping performed.
A copy shall be supplied to the inspector on Monday for all work performed the previous week.
O. All striping, pavement markings, and all raised pavement markers including blue fire hydrant markers must be completed within twenty-one (21) working days of paving or resurfacing completion and prior to the contract end date.
2010-3 Measurement and Payment
A. Payment for Pavement Delineation (Thermoplastic) for the various types listed in the Bid Schedule shall be made at the contract unit price per linear foot as listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools and materials to inventory existing pavement stripes and markings, removing existing interfering traffic stripes, pavement markings and raised pavement markers, temporary pavement stripes and markings, layout new lines, correcting layout lines as required by the Engineer, sweep, clean, construct traffic striping and pavement markings, clean up and quality control for all streets that receive paving or resurfacing.
B. Payment for Thermoplastic Pavement Markings shall be made at the contract unit price per square foot as listed in the Bid schedule for Pavement Markings and shall be full compensation for furnishing labor, equipment, tools and materials to inventory existing pavement stripes and markings, removing existing interfering traffic stripes and pavement markings, temporary pavement stripes and markings, layout new lines, correcting layout lines as required by the Engineer, sweep, clean, construct traffic striping and pavement markings, clean up and quality control for all streets that receive paving or resurfacing.
C. Payment for Thermoplastic Parking Lot Striping and Markings shall be made at the lump sum price under the “ Thermoplastic Parking Lot Striping and Markings” Lump Sum price bid and shall be full compensation for furnishing labor, equipment, tools and materials to inventory existing parking lot stripes and markings, removing existing stripes, pavement markings and raised pavement markers, layout, correcting layout lines as required by the Engineer, sweep, clean, construct striping and pavement markings, clean up and quality control.
D. Payment for Thermoplastic Pavement Markings shall be made at the lump sum price under the “Thermoplastic Pavement Markings” Lump Sum price bid and shall be full compensation for furnishing labor, equipment, tools and materials to inventory existing pavement markings, removing existing pavement markings, layout, correcting layout lines as required by the Engineer, sweep, clean, construct pavement markings, clean up and quality control.
E. Payment for Blue Fire Hydrant Reflective Pavement Marker shall be made for each at the contract unit price listed in the bid schedule for blue fire hydrant reflective markers and shall be full compensation for furnishing labor, equipment, tools and material to as-built existing fire hydrant markers, remov e existing markers, replacing markers, sweep, clean, disposal of old markers.
F. All work shall be in accordance with the Standard Specifications, these Special Provisions and as directed by the Engineer.
Project No. ST-5088 Section 2010
END OF SECTION 2010
Project No. ST-5088 Section 2011
SECTION 2011 -ADJUSTING VALVE BOXES, MANHOLES AND MONUMENT WELLS TO GRADE
2011-1 General
A. This section pertains to adjustment of valve b oxes, monitoring wells, sewer manholes storm drain manholes and survey monument wells to finish grade. Work shall conform to the facility owner's requirements.
B. Contractor shall place cold mix to grade around each utility adjusted at the end of each day. The cold mix shall be maintained until final paving. Cold mix shall be removed prior to final paving
C. Contractor shall protect frames and covers on utilities during adjusting and pave back in a manner that assures frames and covers are protected from concrete, tack coat and asphalt concrete. Protection method shall be approved in advance by the Engineer.
D. After adjustments and before acceptance by the City all manholes, valve boxs, monitoring wells and cleanouts the frame and covers shall be completely cleaned and free of all construction materials and debris and easily accessible.
2011-2 Adjust Water Valve Box to Grade
A. Water Valve Boxes shall be raised and adjusted flush with the new finish grade in accordance with the Standar d Specifications and Detail W- 35 Amendment No. 3 to the Standard Specifications of the City of Camarillo Construction Standard Details, revised July 2005. Where a water valve is owned and operated by a water district or company other than the City, Contractor shall coordinate valve box adjustment with the respective utility owner. Coordination shall be considered incidental to the various items or work, and no separate payment will be made for such coordination. Water valve owners can be as follows: Camrosa Water Company (805) 482-4677; Pleasant Valley Mutual Water District (805) 482-5061; Pleasant Valley County Water District (805) 482-2119; Crestview Mutual Water Company (805) 482-2001; Calleguas Municipal Water District (805) 526-9323; California American Water (888) 237-1333; Del Norte Water Company (805)983-1170; Ventura County Water District #19.
B. If the water valve box is owned by the City of Camarillo, the Contractor shall replace all water valve boxes with a new water valve box per City Standard Detail W-35 amendment No.3. The new covers shall be ordered with the City of Camarillo logo casting as shown in the Appendix of these Specifications. The new water valve boxes shall be submitted for approval and acceptance prior to installation.
C. All valve boxes shall be cleaned out and the nut cleared of any debris during the adjustment to finish grade operation. Cleaning shall include any debris that was present prior to construction.
2011-3 Adjust Manhole to Grade
A. Existing sewer and storm drain manhole frames and covers shall be adjusted flush with the new finish grade after paving in accordance with the Standard Specifications and the Camarillo Sanitary District Construction Standard Details, revised March 2015.
B. Contractor shall install new sewer manhole frames and covers for all sewer manholes adjusted. Contractor shall field verify the size of each manhole prior to ordering material.
Sewer manhole material shall be PAMREX hinged type, or approved equal, and installed
Project No. ST-5088 Section 2011
per manufacturer’s recommendation. All material submittals must be submitted and approved by the Engineer prior to commencement of construction. Existing sewer manhole frames and covers shall be removed and disposed of.
C. After adjustment to grade concrete collars on s ewer manholes with existing interior coatings shall be coated from existing coating to the new manhole frame. Coating material shall be Sancon 100, Sauereisen SewerGuard 210T or approved equal.
D. Sewer manhole coatings damaged by Contractor’s operations shall be re-coated using Sancon 100, Sauereisen SewerGuard 210T or approved equal.
E. The Contractor shall be responsible for keeping all construction debris out of sewer and storm drain manholes during the lowering and adjustment operations. The Contractor shall coordinate with the City so that a City inspector is present during the adjus tment to finish grade to verify that construction debris has not entered the manhole. Contractor shall use a manufactured insert designed for preventing debris from falling into the manhole. The use of false bottoms made of plywood will not be permitted. All debris entering the manhole as a result of the construction operation shall be removed and cleaned by the Contractor at the Contractor's expense and subject to the City inspector's approval.
2011-4 Adjust Cleanout to Grade
A. Cleanouts, if encountered, shall be raised and adjusted flush with the new finish grade in accordance with the Standard Specifications and Plate 9 of the Camarillo Sanitary Sewer District Construction Standard Details, revised July 2005. The Contractor shall be responsible for keeping all construction debris out of cleanouts during the adjustment operations.
2011-5 Adjust Monitoring Well to Grade
A. Monitoring wells, if encountered, shall be raised and adjusted flush with the new finish grade in accordance with the Standard Specifications and Water Well Standards for the State of California Bulletin 74.
2011-5 Adjust Survey Monument Well to Grade
A. Monitoring wells, if encountered, shall be raised and adjusted flush with the new finish grade in accordance with the Standard Specifications and the County of Ventura Public Works Road Standards Plate E-4.
2011-6 Measurement and Payment
A. Adjust/Replace Valve Box to Grade: Payment for Adjust/Replace Valve Box to Grade will be made at the contract unit price for each as listed in the Bid Schedule and shall be full compensation for furnishing all labor, equipment and tools to provide valve box and cover, adjust to finish grade, cold mix, concrete, AC paving, cleaning valve box and clean up.
B. Adjust Storm Drain Manhole to Grade: Payment for Adjust Storm Drain Manhole to Grade will be made at the contract unit price for each as listed in the Bid Schedule and shall be full compensation for furnishing all labor, equipment and tools to adjust to finish grade, cold mix, concrete, AC paving and clean up.
C. Adjust/Replace Sewer Manhole to Grade: Payment for Adjust/Replace Sewer Manhole to Grade will be made at the contract unit price for each as listed in the Bid Schedule and
Project No. ST-5088 Section 2011
shall be full compensation for furnishing all labor, equipment and tools to provide manhole frames and covers, adjust to finish grade, interior coatings, cold mix, concrete, AC paving and clean up.
D. Adjust Sewer Cleanout to Grade: Payment for Adjust Sewer Cleanout to Grade will be made at the contract unit price for each as listed in the Bid Schedule and shall be full compensation for furnishing all labor, equipment and tools to adjust to finish grade, cold mix, concrete, AC paving and clean up.
E. Payment for Lower/Replace & Adjust Valve Box to Grade will be made at the contract unit price for each as listed in the Bid Schedule and shall be full compensation for furnishing all labor, equipment, and tools and to lower, replace City valve boxes with new valve boxes and covers, maintain and raise to finish grade, AC paving and clean up.
F. Payment for Lower/Adjust Storm Drain Manhole to Grade will be made at the contract unit price for each as listed in the Bid Schedule and shall be full compensation for furnishing all labor, equipment and tools to lower and adjust to finish grade, cold mix, concrete, AC paving and clean up.
G. Payment for Lower/Replace & Adjust Sewer Manhole to Grade will be made at the contract unit price for each as listed in the Bid Schedule and shall be full compensation for furnishing all labor, equipment, new sewer manhole frame and covers, and tools and to lower, maintain, and adjust to finish grade, interior coatings, AC paving and clean up.
H. Payment for Lower/Adjust Sewer Cleanout to Grade will be made at the contract unit price for each as listed in the Bid Schedule and shall be full compensation for furnishing all labor, equipment and tools to lower, maintain and adjust to finish grade, cold mix, concrete, AC paving and clean up.
I. Payment for “Adjust Survey Monument Well to Grade” shall be made at the contract unit price for each as listed in the bid schedule and shall be full compensation for furnishing labor, equipment, tools and materials to locate, protect monument, and adjust monument well to finish grade and perform confirming survey check with City and County.
J. All work shall be in accordance with the Standard Specifications, these Special Provisions and as directed by the Engineer.
END OF SECTION 2011
Project No. ST-5088 Section 2012
SECTION 2012 – NOT USED
Project No. ST-5088 Section 2013
SECTION 2013 - ASPHALT RUBBER AND AGGREGATE MEMBRANE (ARAM)
2013-1 GENERAL
A. Asphalt Rubber and Aggregate Membrane (ARAM) shall conform to Section 302-10 of the Standard Specifications (2021 edition) except as modified herein.
B. The Contractor shall provide for the project a qualified supervisor, highly experienced and fully knowledgeable in all aspects of ARAM construction. This supervisor shall be in direct control of all ARAM work and shall be available at the project site on a continuous basis for consultation and to respond to directives for the Engineer, during all phases of this work.
C. The Contractor shall provide a designated Quality Control/ Quality Assurance (QC/QA) person onsite during placement of ARAM. At a minimum the QC/QA person shall check spread rates of both binder and screenings by sampling at intervals determined by the Engineer. The spread rate results shall be given to the Engineer in writing by the end of each working day.
D. Asphalt rubber binder shall conform to Section 203-11, Asphalt Rubber Hot Mix (ARHM) of the Standard Specifications.
E. Pavement preparation for ARAM shall conform to the requirements of Section 2009- 10 “Preparation”, and Subsection 2009-11 “Vegetation Trimming”, of these Special Provisions.
F. Contractor s hall make his own arr angements for temporary work areas for stockpiling and blending operations. The Contractor shall, prior to beginning construction provide the Engineer with a copy of the written agreement with the landowner(s) for use of the work area. Prior to final payment, the Contractor shall provide the Engineer with a letter from the Landowner(s) stating that said areas have been left in a condition satisfactory to the landowner(s).
G. All temporary stockpile and staging areas sh all conform to the requirements of Section 2003 Stormwater Pollution Control Program and all appropriate BMP’s installed and maintained.
H. The Stockpile areas shall be thoroughly cleaned, removing all excess material and all material contaminated by spilled oil, and left with a neat, orderly appearance upon completion of operations in that area. Paved areas shall be cleaned and repaired to the satisfaction of the property owner and Engineer and striping replaced, all at no additional cost to the City.
2013-2 BINDER MATERIAL
The binder material must contain a minimum of 300 pounds (equivalent to 15 percent by weight) of tire-derived crumb rubber per ton of rubberized binder.
Project No. ST-5088 Section 2013
2013-3 ASPHALT-RUBBER BINDER APPLICATION
A. The asphalt-rubber binder application shall conform to Subsection 302-10.1, Application of the Standard Specifications except modified herein.
B. Asphalt-Rubber shall be applied at a temperature between 350 degrees (F) to 425 degrees (F). Application shall not take place when rain is predicted within the next 8 hours. Application should be stopped before the distribution tank is empty to assure designated application.
C. Application of asphalt-rubber shall be placed so as to allow for removal of traffic controls prior to 3:00 p.m. or 5:00 p.m.
D. The application rate shall be 0.60 to 0.65 gallons per square yard.
2013-4 SCREENINGS
A. The screenings shall conform to Subsection 203-1 0.2, Screenings, of the Standard Specifications except modified herein. The screenings shall also meet the following requirements:
Test Test Method No. Requirements
Percentage Wear (100 rev.) ASTM C 131 10 Maximum
Percentage Wear (500 rev.) ASTM C 131 40 Maximum
Film Stripping Calif. 302 25 Maximum
Cleanness Value Calif. 227 80 Minimum
B. Aggregate for screenings shall be medium (3/8 inch).
C. Screenings shall be spread at a uniform rate over the full width of a traffic lane in one application. The spreader shall be capable of reducing the aggregate spreading width to accommodate variable width.
D. Screenings shall be applied at a temperature between 260 degrees (F) and 325 degrees (F) and at a rate of 30-40 pounds per square yard.
E. All join edges shall be swept clean of excess screenings prior to the adjacent application of asphalt-rubber material. Precautions shall be taken to avoid "skips" and "overlaps" at joins and to protect the surfaces of adjacent structures from being splattered o r marred. Corrections of any such defects shall be performed at the Contractor's expense. All transverse cold joints shall be made by placing building paper over the ends of the previous applications of concrete joins, and the joining applications shall start and end on the building paper. The paper shall be removed immediately and disposed of properly.
F. Hot joins shall be made utilizing a squeegee worker between the boot truck and the aggregate spreader to spread out or rake off overlaps or excess applications of the asphalt-rubber binder. The longitudinal joints between adjacent applications of screening shall coincide with the line between designated traffic lanes.
Project No. ST-5088 Section 2013
G. Operating the aggregate spreader at speeds which causes the aggregate to roll over after striking the asphalt-rubber covered surface will not be permitted. The speed of the distributor shall be governed by the speed of the aggregate spreader.
H. After completion of rolling, and a primary brooming, traffic will be permitted to travel over the aggregate surface of the ARAM interlayer if necessary. Guide vehicles may be used to limit traffic speeds on the aggregate surface to 15 mph for a period of 2 to 3 hours as determined by the Engineer.
I. Immediately after placement, the Contractor shall remove loose aggregate from gutters, parkways, sidewalks, driveways and intersecting streets. Cleaning Operations shall continue daily until all excess or loose aggregates are removed from the roadway surface and abutting right-of-way and areas where loose aggregate has collected. The aggregates shall be disposed of by the Contractor at no additional cost to the Agency.
J. The completed surface shall present a uniform appearance and shall be thoroughly compacted, and free from ruts, humps, depressions or irregularities due to an uneven distribution of asphalt-rubber or screenings.
K. By the end of each work day the Contractor shall place “Rough Road” (W8-8) signs mounted on type-2 barricades at the ends of each street, or as directed by the Engineer, that received ARAM treatment that day. The signs shall be maintained daily and removed once slurry seal has been placed on the streets. 2013-5 ARAM TREATMENT AT CUL-DE-SACS
A. The ARAM treatment in cul-de-sacs shall be scheduled on a different day than the main line placement of ARAM so that only cul -de-sac work will be performed that day.
B. Cul-de-sac work shall be performed after main line ARAM treatment.
C. The limits of cul-de-sacs will be up to the beginning of the curb radius going into the cul-de-sac.
D. The ARAM application in cul-de-sacs shall be methodical to ensure that application rates and temperatures are in conformance with the Standard Specifications and the requirements herein.
E. Full compensation for ARAM treatment in cul-de-sacs shall be considered included in the unit price for ARAM and no additional compensation will be allowed therefor. 2013-6 MEASUREMENT AND PAYMENT
A. Payment for asphalt-rubber aggregate membrane (ARAM) shall be made at the contract unit price per square yard as listed in the bid schedule for asphalt-rubber aggregate membrane (ARAM). Unit price for ARAM shall include full compensation for furnishing and placing all materials, labor, equipment, tools, incidentals,
Project No. ST-5088 Section 2013
sweeping, and sanding if necessary and for doing all the work needed to complete the asphalt -rubber aggregate membrane (ARAM) including modified ARAM treatment.
END OF SECTION 2013
Project No. ST-5088 Section 2014
SECTION 2014 – STREET CONCRETE IMPROVEMENTS
2014-1 General
A. This section pertains to street concrete improvements including sidewalks, access ramps, curbs, curb and gutter, driveways, spandrels and cross gutters. Contractor shall include the cost of demolition and root pruning as well as subgrade and site preparation in the bid.
B. Pedestrian access shall be maintained at all times to all business, residences and buildings adjacent to construction. The Contractor must, at minimum, provide pedestrian access on one side of the roadway and or one side for crossing roadway at locations determined by the Engineer. All pedestrian access shall have proper advance warnings and detours. Pedestrian access shall be included in the Traffic Control Plan and approved by the Engineer. Under no circumstances may pedestrian access be restricted on both sides of a street simultaneously.
C. Work shall be scheduled so that concrete improvements are complete, including A.C. conforms and accessible at the end of each work week.
2014-2 Concrete Improvements
A. Concrete improvements shall be constructed with materials as called for in Section 201 – Concrete, Mortar and Related Materials of the Standard Specifications. The materials and proportioning shall be as called for in Table 201 -1.1.2(A) for specific improvements. All concrete improvements shall be properly cured. Improvements shall be constructed in accordance with the Standard Plans for Public Works Construction, 2021 edition.
B. Concrete improvements adjacent to pavement repairs shall be constructed prior to pavement repairs. Pavement repair may be saw cut at the same time as concrete removal but only enough AC pavement shall be removed for formwork. Pavement repairs shall not be constructed until concrete improvement has cured.
C. Subgrade preparation shall conform to Section 301-1 of the Standard Specifications.
D. Concrete improvements shall be constructed of Class 520- C-2500 concrete. Concrete shall be constructed on 4” of aggregate base and prepared subgrade. Subgrade shall be compacted to a relative compaction of 90% and aggregate base compacted to a relative compaction of 95%.
E. Aggregate base shall conform to the requirements of Sections 200-2.2 Crushed Aggregate Base or 200-2.5 Processed Miscellaneous Base of the Standard Specifications and these Special Provisions. Processed Miscellaneous Base will be acceptable at locations where the base is covered with a finish material. Aggregate Base exposed to view shall be crushed rock only.
F. Utilities, signs, lights and other items located in the parkway shall be located as called for in accordance with Standard Plan 101-3. In case of conflict the Engineer shall make the final determination.
G. Tie out existing survey monuments prior to demolition. Re- establish and record survey monuments after construction of concrete improvements.
H. Driveways shall be constructed in accordance with Standard Plan 110-2.
Project No. ST-5088 Section 2014
I. Access Ramps shall be constructed in accordance with Section 2012 – Access Ramps herein.
J. Sidewalks shall be a minimum of 4” thick and constructed with a maximum 2% cross slope unless specific grades on the plans call for otherwise. Curb and Sidewalk Joints shall be constructed in accordance with Standard Plan 112-2.
K. Concrete pavement shall be a minimum of 6” thick and constructed in accordance with Standard Plan 132-3.
L. Curb and Gutter shall be constructed in accordance with Standard Plan 120-3. Curb and Sidewalk Joints shall be constructed in accordance with Standard Plan 112-2.
M. Mountable Curb and Gutter shall be constructed in accordance with Standard Plan 121-3.
N. Rolled Curb & Gutter shall be constructed in accordance with City Standard Plate E-4.1 Revision D.
O. Existing curb drains shall be replaced and constructed in accordance with Standard Plan 150-4.
P. Spandrels and Cross Gutters shall be constructed in accordance with Standard Plan 122-
3. Contractor should note the increased cross gutter width on Standard Plan 122-3 for street slopes greater than 4%.
Q. Alley Intersection shall be constructed in accordance with Standard Plan 130-3.
R. Concrete Bus Pad shall be constructed in accordance with Standard Plan 131-3.
S. All tree roots encountered during demolition of existing concrete Curb and Gutter, Cross Gutters, Spandrels, Driveways and Sidewalks shall be completely removed to the limits approved by the Engineer prior to construction of new concrete improvements. The Contractor shall provide a Certified Arborist to oversee tree root removal work. Tree roots that interfere with construction shall be cut off in a workmanlike manner. All tree roots larger than 3 inches that are within the work area shall be removed in the presence of a Certified Arborist and shall be subject to the approval of the Engineer. Upon approval by Certified Arborist the Contractor shall remove all interfering tree roots and vegetative matter from the excavation and expose the subgrade. Chainsaw or root pruner will be the only acceptable method of removing roots.
T. Root barrier shall be installed where tree roots larger than 1” diameter are encountered and removed. Root barrier material shall be placed 12 inches deep on the sidewalk side and 18 inches deep on the curb and gutter side and installed per manufacturer’s instructions or as approved by the Engineer. Root barrier shall be seamless and flexible.
Root barrier material shall be Deep Root or approved equal and shall be installed per the manufacturer’s requirements at the back of curbs and sidewalk prior to backfill placement to limits approved by the Engineer. Proposed equal root barrier products must be seamless and able to withstand being folded in half and stepped on without cracking.
U. Any existing concrete damaged during construction of access ramps shall be fully removed and replaced to the nearest joint at no additional cost to the City. The limits of removal will be determined by the Engineer.
Project No. ST-5088 Section 2014
V. Repair or replace irrigation systems, landscape and other improvements damaged during the installation of concrete improvements.
W. This work shall be coordinated with survey monuments being added or re-established with the project.
X. All Asphalt Concrete conforms shall be a minimum of 2’ wide and shall be full depth from bottom of the concrete improvement to the existing finish grade.
2014-3 Measurement and Payment
A. Bid prices shall include all required saw cutting, demolition, root pruning, site preparation, subgrade preparation, compaction, 4” aggregate base and compaction, root barrier , concrete item construction, joints, 2’ wide full depth AC pavement conform and compaction, repair/ replace irrigation, landscaping, pre-existing improvements, curing and clean up, complete and in place. Payments shall include full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals, and for doing all the work required for concrete construction and AC pavement conform work, complete and in place, as shown on the Plans and as specified herein.
Payment shall be as follows:
Bid Item Unit of
Measurement
Comments
Sidewalk Square foot
Concrete Pavement Square foot
Driveways Square foot Type per plan and 2’ wide full depth AC conform
Curb Lineal foot 2’ wide full depth AC conform
Curb and Gutter Lineal foot Type or dimension per Bid Schedule and Summary of Quantities, 2’ wide full depth
A.C. conform
Rolled Curb and Gutter Lineal foot Type or dimension per Bid Schedule and Summary of Quantities, 2’ wide full depth
A.C. conform
Access Ramp Each No payment shall be made for ramps with landings less than 4’ x 4’ unless approved in
writing and in advance by the City, 2’ wide full
depth A.C. conform.
Spandrel Square foot 2’ wide full depth AC conform
Cross Gutter Square foot 2’ wide full depth AC conform
Mountable Curb Lineal foot 2’ wide full depth AC conform Mountable Curb & Gutter Lineal foot 2’ wide full depth AC conform Center Median Lineal foot Includes two curbs and integral colored concrete median paving per plan and 2’ wide
full depth AC conform each side
Aggregate Base Shoulder
Backing Cubic Yard
Crushed rock only, no recycled base allowed.
Limits per plan
END OF SECTION 2014
APPENDIX
ST-5088
APPENDIX
A. Permits
1. Caltrans Encroachment Permits
B. Standards
1. City of Camarillo Standards
2. Standard Specifications for Public Works Construcion "Greenbook"
3. State of California, Department of Transportation
C. Federal and State Requirements
1. NOT USED
D. Storm Water
1. Storm Water Pollution Control Plan
E. Prevailing Wage Rates
1. Download at: https//www.dir.ca.gov/OPRL/DPreWageDetermination.htm F. Right of Way
1. NOT USED
Location Maps
Summary of Quantities
LEWIS RD
LAS POSAS RD
VENTURA BL
DAILY DR
PONDEROSA DR
FLYNN RD
ADOLFO RD
PLEASANT VALLEY RD
CARM
EN
DR
ARNEILL RD
CRESTVIEW AV
W
OO
D RD
TEM
PLE AV
PANCHO RD
MISSION DR LOOP DR
MISSION OAKS BL
UPLAND RD
BEARDSLEYRD
ADOHR LN
CENTRALAV
VALLEYVISTA
DR
STURGIS RD
LOM
A DR
SANTA ROSA RD
EARLJOSEPH DR
DAW
SON DR
SPRING
VILLE DR
LOOP DR
PLEASANTVALLEYRD
PONDEROSA
DR
ADOLFO RD
PLEASANT VALLEY RD
VENTURA BL
BEARDSLEYRD
ROSEW
O
OD AV
LANTANA ST
CAMARILLO CENTERDR
VERDUGO WY
PETIT ST
DEL NO RTERD
PONDEROSA DR
VILLAGE AT THE PARK
DR
TOWNSITE PROMENADE
MAR VISTA DR
ST-5088 Annual Resurfacing Treatment
Base Bid (Slurry)
Base Bid (ARAM Cape Seal)
Alternate Bid 1 (Slurry)
Bike Path
Alternate Bid 2 (Slurry)
City Hall Parking Lot
Alternate 3 (Slurry)
LAS
POSAS
RD
Ü
City of Camarillo
Annual Resurfacing (ST-5088)
Summary of Quantities
Street Name From To Area (SF) ARAM (SY)
Type II Slurry
Seal/ Over
ARAM (ELT)
Type II Slurry
Seal (ELT)
Crack Seal
(sf) 4" R&R (sf) 12" R&R (sf) Cross Gutter
(sf) Spandrel (sf) Curb & Gutter
(lf)
Storm drain
Manhole
(count)
Sewer
Manhole
(count)
Sewer
Cleanout
(count)
Water Valve
Can (count)
Survey
Monument
Well (count)
Remove &
Replace
Sidewalk (sf)
AILEEN ST ROSEWOOD AV SKEEL DR 12,400 11 12,400 150
AILEEN ST SKEEL DR VALLE LINDO DR 30,000 26 30,000 150
ALBORADA DR CABRILLO MESA CT BAJA VISTA WY 40,800 35 40,800 ALLEY FROM VERDULERA TO ALLEY VERDULERA ST ALLEY 17,640 15 17,640 ALLEY FROM WOOD TO AVIADOR WOOD RD AVIADOR ST 11,380 10 11,380 500 ASHDALE CT CRESTVIEW AV E END 8,100 7 8,100
AVIADOR ST VERDULERA ST VENTURA BL 71,240 62 71,240
AVOCADO PL S END CRESTVIEW AV 18,900 16 18,900
BARTON AV CALLE LA SOMBRA CALLE LA GUERRA 33,600 29 33,600 100 BARTON AV CALLE LA GUERRA N END 23,800 21 23,800 100 100 BEARDSLEY RD WRIGHT RD CITY LIMIT 213,680 186 213,680 20,000 BIGHORN CT SUNGROVE DR N END 16,668 14 16,668
BRADFORD AV PONDEROSA DR CALLE LA SOMBRA 7,800 7 7,800
BRADFORD AV CALLE LA SOMBRA EARL JOSEPH 62,400 54 62,400 BRADFORD AV EARL JOSEPH DR CAMINO ESPLENDIDO 17,160 15 17,160 300 BRADFORD AV CAMINO ESPLENDIDO CALLE BELLA VISTA 25,725 22 25,725 BRAMBLE CT GREEN LAWN AV E END 18,000 16 18,000
CALLE BELLA VISTA CAMINO ESPLENDIDO CRESTVIEW AV 38,600 34 38,600 216 425 CALLE ESCALON CALLE BELLA VISTA CAMINO ESPLENDO 40,775 35 40,775 CALLE LA GUERRA W END LAS POSAS RD 31,200 27 31,200 200 CALLE LA SOMBRA (W) W END BRADFORD AV 6,400 6 6,400
CALLE LA SOMBRA (W) BRADFORD AV BARTON AV 9,000 8 9,000 CALLE MADURO CRESTVIEW AV SERENO PL 17,160 15 17,160 60 CALLE SAN PABLO PLEASANT VALLEY RD N END 52,040 45 52,040 CALLE VISTA S END N END 20,000 17 20,000
CAMINO ESPLENDIDO CALLE VISTA CRESTVIEW AV 51,200 45 51,200 100 100 222 CAMINO TIERRA SANTA CRESTVIEW AV VIA ZAMORA 49,025 5,447 70 19,600 4,000 11 10 5 CAMINO TIERRA SANTA VIA ZAMORA PONDEROSA DR 80,845 8,983 115 19,600 4,000 3 4 COMANCHE CT VALLE LINDO DR VALLE LINDO DR 31,140 27 31,140 CORTE BARROSO W END E END 19,600 2,178 28 100 3
CORTE CERRITO CRESTVIEW AV E END 6,300 5 6,300 200
CORTE CORRIDA VIA ARACENA E END 30,212 26 6,300
CORTE LA CIENAGA W END CAMINO TIERRA SANTA 49,950 5,550 71 49,950 110 3 5 CORTE PASTORAL W END CAMINO TIERRA SANTA 14,850 1,650 21 14,850 50 1 1 CORTE TULAROSA CRESTVIEW AV E END 17,222 1,914 25 17,222 10 1 1 CORTE TULAROSA CORTE BARROSO CRESTVIEW AVE 7,225 803 10 7,225 50 CRESTVIEW AV ASHDALE CT DOMINICA CORTE 29,230 25 29,230 CRESTVIEW AV DOMINICA CORTE CALLE MADURO 30,525 27 30,525 CRESTVIEW AV CALLE MADURO AVOCADO PL 22,200 19 22,200
CRESTVIEW AV VALLEY VISTA DR LAS POSAS RD 113,400 99 113,400 CRESTVIEW AV CAMINO TIERRA SANTA 480' E/O CAMINO TIERRA SANTA 17,500 15 17,500 1,958 CRESTVIEW AV 480' E/O CAMINO TIERRA SANTA LA MARINA DR 31,857 28 31,857
BASE BID
Summary of Quantities
Page1
City of Camarillo
Annual Resurfacing (ST-5088)
Summary of Quantities
Street Name From To Area (SF) ARAM (SY)
Type II Slurry
Seal/ Over
ARAM (ELT)
Type II Slurry
Seal (ELT)
Crack Seal
(sf) 4" R&R (sf) 12" R&R (sf) Cross Gutter
(sf) Spandrel (sf) Curb & Gutter
(lf)
Storm drain
Manhole
(count)
Sewer
Manhole
(count)
Sewer
Cleanout
(count)
Water Valve
Can (count)
Survey
Monument
Well (count)
Remove &
Replace
Sidewalk (sf)
CRESTVIEW AV LA MARINA DR ASHDALE CT 23,643 21 23,643
CRESTVIEW AV AVOCADO PL PINO CT 26,640 23 26,640
CRESTVIEW AV PINO CT VALLEY VISTA DR 19,610 17 19,610
DAWSON DR PLEASANT VALLEY RD DAWSON PL 82,588 72 82,588 1,214 DAWSON DR DAWSON PL MAGNOLIA ST 59,400 52 59,400 1,214
DAWSON DR MAGNOLIA ST PETIT ST 35,775 31 35,775 1,214
DAWSON DR PETIT ST HWY 101 OVERPASS 29,750 26 29,750 1,214 DAWSON DR OVERPASS HWY 101 MISSION OAKS BLVD 20,900 18 20,900 1,214 DAWSON PL DAWSON DR LEWIS RD 14,400 13 14,400 1,214
DEL NORTE RD W END CENTRAL AV 100,100 87 100,100
DOMINICA CORTE CRESTVIEW AV SERENO PL 14,850 13 14,850
FACTORY STORES DR S END CAMARILLO CENTER DR 15,840 14 15,840 FACTORY STORES DR CAMARILLO CENTER DR VENTURA BL 56,940 50 56,940 GREEN GLADE CT GREEN LAWN AV E END 19,200 17 19,200 100 GREEN LAWN AV SPANISH MOSS PL EARL JOSEPH DR 49,800 43 49,800 100 10 GREEN VALE DR GREEN LAWN AV BRADFORD AV 48,000 42 48,000 200 200 LA MARINA DR CRESTVIEW AV E END 74,100 64 74,100 200
LYNWOOD DR W END WOODCREEK RD 46,000 40 46,000 900
PASO ROBLES CT S END LYNWOOD DR 14,040 12 14,040 300
PONDEROSA DR (EB) CENTRAL AV AVENIDA DE APRISA 14,280 12 14,280 300 PONDEROSA RD (WB) AVENIDA DE APRISA CENTRAL AV 14,280 12 14,280 620 RIPLEY ST GREEN LAWN AV BRADFORD AV 36,400 32 36,400 200 SERENO PL DOMINICA CORTE CALLE MADURO 27,390 24 27,390
SKEEL DR SUNGROVE DR AILEEN ST 24,000 21 24,000 150
SKEEL DR AILEEN ST COE ST 32,800 29 32,800 350
SPANISH MOSS PL GREEN LAWN AV E END 24,640 21 24,640
STERLING HILLS DR BEARDSLEY RD GOLF CLUB ENTRANCE 29,600 26 29,600 1,000 SUNGROVE DR SKEEL DR VALLE LINDO DR 31,200 27 31,200
TREE FERN CT W END BRADFORD AV 16,000 14 16,000 300
VALLE LINDO DR PONDEROSA DR AILEEN ST 32,400 28 32,400 180 VALLEY VISTA DR S END CRESTVIEW AV 17,000 15 17,000
VENTURA BL CITY LIMITS CENTRAL AV 54,050 47 54,050
VENTURA BL CENTRAL AV WOOD RD 46,525 40 46,525 500
VENTURA BL WOOD RD AVIADOR ST 32,000 28 32,000 1,400
VENTURA BL AVIADOR ST VENTURA NORTH 42,750 37 42,750 300 VENTURA BL VENTURA NORTH VERDULERA ST 40,544 35 40,544 2,800 VERDULERA ST WOOD RD 1003' E/O WOOD RD 48,880 5,431 70 33,480 1,100 2 5 10 WOOD RD S END VENTURA BL 66,785 7,421 95 33,480 1,000 7 1 9 YEARLING CT SUNGROVE DR N END 16,668 14 16,668
TOTALS 2,846,517 39,376 506 2,167 2,663,630 51,362 370 538 425 0 19 36 3 19 5 0 BASE BID (continued)
Summary of Quantities
Page2
City of Camarillo
Annual Resurfacing (ST-5088)
Summary of Quantities
Street Name From To Area (SF) ARAM (SY)
Type II Slurry
Seal/ Over
ARAM (ELT)
Type II Slurry
Seal (ELT)
Crack Seal
(sf) 4" R&R (sf) 12" R&R (sf) Cross Gutter
(sf) Spandrel (sf) Curb & Gutter
(lf)
Storm drain
Manhole
(count)
Sewer
Manhole
(count)
Sewer
Cleanout
(count)
Water Valve
Can (count)
Survey
Monument
Well (count)
Remove &
Replace
Sidewalk (sf)
ALTA VISTA PL AVENIDA ACASO VIA SECOYA 66,000 57 66,000 100 AVENIDA ACASO CALLLE BRISA ALTA VISTA 60,320 52 60,320
AVENIDA ACASO ALTA VISTA FLYNN RD 27,560 24 27,560
AVENIDA ACASO FLYNN RD SANTO DOMINGO 8,160 7 8,160
AVENIDA CAFE CALLE BRISA CALLE DESCANSO 18,000 16 18,000 AVENIDA DE APRISA PONDEROSA DR 1,344' N/O PONDEROSA DR (DECORITIVE CONCRETE)51,072 44 51,072 AVENIDA DE APRISA 1,480' N/O PONDEROSA DR (DECORATIVE CONCRETE)CRESTVIEW AVE 62,548 54 62,548 100 AVENIDA DE APRISA CRESTVIEW AV AVENIDA DE AUTLAN 135,470 118 65,550 AVENIDA DE APRISA AVENIDA DE AUTLAN CALLE TIERRA VISTA 21,090 18 21,090 AVENIDA NAVIDAD VIA DEL CAMPO VIA FRESCO 37,600 33 37,600 CALLE BRISA FLYNN RD MARSALA WY 73,200 64 73,200 20
CALLE CANCUN FLYNN RD ALTA VISTA PL 36,080 31 36,080 180 CALLE COVINA W END FLYNN RD 18,800 16 18,800 350
CALLE DESCANSO S END VIA PAJARO 47,200 41 47,200
CALLE TIERRA VISTA CRESTVIEW AV CORTE FRONDOSA 25,916 23 25,916 200 CALLE TIERRA VISTA CORTE FRONDOSA VIA TERRADO 28,804 25 28,804 CALLE TIERRA VISTA VIA TERRADO AVENIDA DE APRISA 41,306 36 41,306 200 CALLE TIERRA VISTA AVENIDA DE APRISA VIA ARACENA 27,854 24 27,854 CALLE TIERRA VISTA VIA ARACENA GATE 10,830 9 10,830
CAMINITO LUISA CORTE OLIVAS N END 33,120 29 33,120
CAMINITO MIRADOR W END VIA FRESCO 21,600 19 21,600
CAMINITO POSADA AVENIDA NAVIDAD E END 19,600 17 19,600 60 CORTE CORRIDA VIA ARACENA E END 30,212 26 30,212 100
CORTE ELEGANTE CAMINO TIERRA SANTA E END 31,350 27 31,350 100 CORTE ESTRELLA CAMINO TIERRA SANTA E END 55,440 48 55,440 CORTE FRONDOSA CALLE TIERRA VISTA E END 9,450 8 9,450
CORTE MONARCA S END CORTE TIARA 14,000 12 14,000
CORTE OLIVAS VIA FRESCO ALTA VISTA PL 33,400 29 33,400 100 CORTE OLIVAS ALTA VISTA PL N END 22,800 20 22,800 170
CORTE REGALO CAMINO TIERRA SANTA E END 28,050 24 28,050 CORTE SOL W END E END 44,880 39 44,880
CORTE TIARA AVENIDA NAVIDAD E END 21,800 19 21,800 100 42 CORTE VIENTO CAMINO TIERRA SANTA E END 16,170 14 16,170 CRESTVIEW AV CAMINO TIERRA SANTA AVENIDA DE APRISA 154,475 134 154,475 9,360 DEL CIERVO PL PADRE LN SANTO DOMINGO 55,200 48 55,200 150 LA PUMA CT VIA SECOYA N END 37,440 33 37,440 100
LAS ESTRELLAS CT VIA SECOYA E END 14,040 12 14,040 150
LUNA DR CORTE SOL CAMINO TIERRA SANTA 6,270 5 6,270
MARSALA WY CALLE BRISA SAN VITO LN 28,000 24 28,000
MONTSALAS CT W END CALLE DESCANSO 13,500 12 13,500
PADRE LN VIA DULCE N END 21,280 19 21,280 180
PALA VISTA VIA SECOYA E END 8,100 7 8,100
ALTERNATE BID 1
Summary of Quantities
Page3
City of Camarillo
Annual Resurfacing (ST-5088)
Summary of Quantities
Street Name From To Area (SF) ARAM (SY)
Type II Slurry
Seal/ Over
ARAM (ELT)
Type II Slurry
Seal (ELT)
Crack Seal
(sf) 4" R&R (sf) 12" R&R (sf) Cross Gutter
(sf) Spandrel (sf) Curb & Gutter
(lf)
Storm drain
Manhole
(count)
Sewer
Manhole
(count)
Sewer
Cleanout
(count)
Water Valve
Can (count)
Survey
Monument
Well (count)
Remove &
Replace
Sidewalk (sf)
PANCHO RD HOWARD RD CALLE QUETZAL 54,081 47 54,081
PANCHO RD CALLE QUETZAL CALLE CARGA 50,800 44 50,800
PANCHO RD CALLE CARGA CALLE ALTO 47,460 41 47,460
PANCHO RD CALLE ALTO ADOHR LN 30,280 26 30,280
PANCHO RD ADOHR LN PLEASANT VALLEY 10,920 9 10,920
PASEO MARAVILLA ALTA VISTA PL CALLE CANCUN 54,400 47 54,400 340 SAN VITO LN CALLE BRISA MARSALA WY 28,800 25 28,800 80
SANTO DOMINGO CALLE BRISA AVENDIA ACASO 14,210 12 14,210 SANTO DOMINGO AVENDIA ACASO CALLE COVINA 25,200 22 25,200 SANTO DOMINGO CALLE COVINA N END 32,000 28 32,000
VIA ARACENA S END CALLE TIERRA VISTA 78,584 68 78,584
VIA ARACENA CALLE TIERRA VISTA N END 14,000 12 14,000
VIA DE CANTO MARSALA WY AVENIDA NAVIDAD 10,800 9 10,800 230 26 VIA DULCE W END CDS PADRE LN 17,820 15 17,820 170 62
VIA DULCE PADRE LN SANTO DOMINGO 10,800 9 10,800 40
VIA FRESCO AVENIDA ACASO N END 45,200 39 45,200 20
VIA PAJARO W END AVENIDA ACASO 19,800 17 19,800
VIA SECOYA ALTA VISTA PL FLYNN RD 42,400 37 42,400 2,500 VIA TERRADO CALLE TIERRA VISTA VIA ARACENA 40,850 36 40,850 VIA ZAMORA CAMINO TIERRA SANTA LA MARINA DR 47,360 41 47,360 TOTALS 2,193,752 0 0 1,908 2,123,832 4,890 10,090 0 0 250 0 0 0 0 0 0
ABBREVIATIONS
E/S: EAST SIDE N/S: NORTH SIDE W/O: WEST OF
W/S: WEST SIDE S/S: SOUTH SIDE N/O: NORTH OF
NB: NORTH BOUND EB: EAST BOUND
SB: SOUTH BOUND WB: WEST BOUND
ALTERNATE BID 1 (continued)
Summary of Quantities
Page4
City of Camarillo
Annual Resurfacing (ST-5088)
Summary of Quantities
Area (SF) Type I Slurry
Seal (ELT)
Crack Seal
(sf)
24" Wide
Profile Grind
Cracks (lf)
4" R&R (sf)
CALLEGUAS BIKE PATH
West side of Calleguas Creek UPLAND RD ADOLFO RD 110,000 79 110,000 3,100 2,944 West side of Calleguas Creek ADOLFO RD FLOOD CONTROL CHANNEL 19,000 14 19,000 210 West side of Calleguas Creek FLOOD CONTROL CHANNEL MISSION OAKS BLD 30,000 21 30,000 510 West side of Calleguas Creek MISSION OAKS BLD PLEASANT VALLEY RD 42,000 30 42,000 450 West side of Calleguas Creek VILLAGE AT THE PARK DR E VILLAGE AT THE PARK DR W 22,896 16 22,896 206 East side of Calleguas Creek ADOLFO RD MISSION OAKS BLD 31,000 22 31,000 TOTALS 254,896 182 254,896 3,550 3,870
Area (SF) Type II Slurry
Seal (ELT)
Crack Seal
(sf) 4" R&R (sf)
CITY HALL PARKING LOTS
WESTERLY PARKING LOT 45,110 64 45,110 1,605
NORTHERLY PARKING LOT 23,001 33 23,001 46
SOUTHERLY PARKING LOT 21,889 31 21,889 286
TOTALS 90,000 129 90,000 1,937
ABBREVIATIONS
E/S: EAST SIDE N/S: NORTH SIDE W/O: WEST OF
W/S: WEST SIDE S/S: SOUTH SIDE N/O: NORTH OF
NB: NORTH BOUND EB: EAST BOUND
SB: SOUTH BOUND WB: WEST BOUND
ALTERNATE BID 2
ALTERNATE BID 3
Summary of Quantities
Page5
APPENDIX
ST-5088
APPENDIX A – PERMITS
1. Caltrans Encroachment Permit - Required for traffic control on Ventura Blvd at Central Ave.
Caltrans ROW.
2. County of Ventura Encroachment Permit(s) - Required for traffic control on County of Ventura ROW streets adjacent to project streets.
APPENDIX
ST-5088
APPENDIX B – STANDARDS
1. City of Camarillo Standards
• English
Slurry Seal Door Hanger Example
• Spanish Slurry Seal Door Hanger Example
• Sample “No Parking” Sign Example
• No Parking Posting Table
• Construction & Demolition Materials Management Plan Estimate • W-36 (Water Valve Box and Valve Box Installation)
o Mark V Heavy Traffic Valve Box Components (Bingham & Taylor) • Sewer STD Plates
o STD Plate 1 (Manhole)
o STD Plate 2 (Manhole Shaft Joint)
o STD Plate 4 (Drop Manhole with Cleanout)
o STD Plate 8 (Manhole Frame and Cover)
• Project Sign Details
• Curb & Gutter Std Plate E-4.1 (Rev D.)
• Project Typical Details
• Notice of Potential Claim Form
• SB1 Sign Example
• E-4 Survey Monument
2. Standard Plans for Public Works Construction
• 111-5 Curb Ramp
• 113-2 Sidewalk & Driveway Replacement
• 120-3 Curb and Gutter – Barrier
• 121-3 Curb and Gutter – Mountable
• 122-3 Cross and Longitudinal Gutters
• 123-3 Cross Gutter at T Intersections
• 150-4 Curb Drain
3. State of California, Department of Transportation
• Standard Plan A20A to A20E RSP– Pavement Markers and Traffic Lines Typical Details
• Standard Plan A24A – Pavement Markings Arrows
• Standard Plan A24B and A24C – Pavement Markings, Symbols and Numerals • Standard Plan A24D – Pavement Markings Words
• Standard Plan A24E – Pavement Markings Words, Limit and Yield Lines • Standard Plan A24F – Pavement Markings Crosswalks
EXAMPLE
EXAMPLE
8:00 AM TO 5:00 PM
PAVEMENT REPAIR
NOT ACTUAL SIZE
EXAMPLE
EXAMPLE
City of Camarillo
ST-5088
No Parking Posting Table
CONTRACTOR:_____________________________
PHASE OF WORK:___________________________
STREET LIMITS DAY/DA
TE POSTED DAY/DA
TE OF
WORK
INITIAL
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
Construction & Demolition Materials Management Plan Estimate for Capital Projects (Submit for approval with each pay estimate)
Project: Dates: from to
On the table below, estimate quantities for each type of material to be diverted or landfilled. 65% shall be di verted per California Green Building Standards Code Section 4.408 and 5.408. Diverted means materials will be recycled on- or off-site, re-used, or salvaged. For each material, list the vendor or facility receiving the materials. Use additional sheets if necessary. Provide weigh tickets or receipts when available**.
Material Type
(Asphalt, concrete, wood, metal,
cardboard, drywall, green waste, etc.)
Estimated weight (in tons) to
be processed Hauler or Processor
(Must be filled in for approval) Destination Diverted
(Reused or
Recycled)
Landfill
Disposal
Estimated Totals (Tons):
Estimated Total Waste (Diverted & Landfill) tons
CERTIFICATION
I hereby certify that I have read and state that this information is correct to the best of my knowledge.
Contractor Company Name and Representative, Printed
Contractor Signature Date
Tonnages and Volume Conversion of Major C&D Wastes
Material Lbs./cubic yard Cubic yards/ton
Mixed Waste 350 lbs/cubic yard 5.7 cubic yards/ton
Wood 300 lbs/cubic yard 6.7 cubic yards/ton
Metal 150 lbs/cubic yard 13.3 cubic yards/ton
Rubble 1,400 lbs/cubic yard
Clean Dirt/Soil 1.25 cubic yards/ton
Asphalt/paving
crushed
1,380 lbs/cubic yard
(recycle estimate only)
** If Self-hauling, weight tickets and receipts are required.
CITY OF CAMARILLO DEPARTMENT OF PUBLIC WORKS
CITY OF CAMARILLO DEPARTMENT OF PUBLIC WORKS
CITY OF CAMARILLO
2016 ANNUAL SLURRY SEAL PROGRAM
ST-15-04
CITY OF CAMARILLO DEPARTMENT OF PUBLIC WORKS
CITY OF CAMARILLO
2016 ANNUAL SLURRY SEAL PROGRAM
ST-15-04
CITY OF CAMARILLO
2016 ANNUAL SLURRY SEAL PROGRAM
ST-15-04
CITY OF CAMARILLO DEPARTMENT OF PUBLIC WORKS
CITY OF CAMARILLO
2016 ANNUAL SLURRY SEAL PROGRAM
ST-15-04
CITY OF CAMARILLO DEPARTMENT OF PUBLIC WORKS
CITY OF CAMARILLO
2016 ANNUAL SLURRY SEAL PROGRAM
ST-15-04
CITY OF CAMARILLO DEPARTMENT OF PUBLIC WORKS
CITY OF CAMARILLO
2016 ANNUAL SLURRY SEAL PROGRAM
ST-15-04
City
of Camarillo
NOT
ICE OF POTENTIAL CLAIM (NOPC)
TO
SPE
CIFICATION
NUMB
ER DATE
IDENT
IFICATION
NUMB
ER
Resident
Engineer
This is a Notice of Pote
ntial Claim for additional compensation submitted as required under the provisions of Section 12 of the General Conditions/Specifications. The act of the engineer, or his/her failure to act, or the event, thing, occurrence, or other cause giving rise to the potential claim occurred on: Date:
The
particular nature and circumstances of this potential claim are described as follows, including costs involved (with breakdown):
The reasons for which I believe additional compensation may be due are:
The nature of the costs involved and amount of Potential Claim (provide estimate if accurate figures are not available or describe types of expenses involved):
(attach add
itional sheets as needed)
The
undersigned originator (Contractor or Subcontractor as appropriate) certifies that the above statements and attached documents are made in full cognizance of the California False Claims Act, Government Code sections 12650-12655. The undersigned further understands and agrees that this potential claim to be further considered, unless resolved, must fully conform to the requirements in Section 12 of the General Conditions and must be restated as a claim in the Contractors written statement of claims in conformance with the Standard Specifications and Public Contract Code Section 20104 et seq..
SUBCONTRACTOR or CONTRACTOR ________________________________________ (Circle One) Firm
________________________________________ ________________________________________ (Signature of Authorized Representative) Printed Name
For a subcontractor potential claim
This notice of potential claim is acknowledged, certified and forwarded ________________________________________ ________________________________________ PRIME CONTRACTOR Printed Name
(Signature of Authorized Representative)
(For City Use Only)
Received (Resi
dent Engr) Date
APPENDIX
ST-5088
APPENDIX C – FEDERAL AND STATE REQUIREMENTS
1. NOT USED
APPENDIX
ST-5088
APPENDIX D – STORMWATER
1. Storm Water Pollution Control Plan
F:\Departments\Storm Water\forms\SWPCP\Current Templates\Public SWPCP\SWPCP Templates\Slurry & Overlay Projects SWPCP Public MASTER rev 3 -4-2024.docx Page 1 of 11
City of Camarillo
PUBLIC PROJECT*
Stormwater Pollution Control Plan for
Slurry Seal & Overlay Projects
SWPCP No. __ _________
(City Stormwater Program Manager will assign # upon first review of SWPCP)
Project Name: _________________________
Project #: __________________________
Project Location: ________________________
Brief Project Description: _________________________________________ ________________________________________________________________
Project Contractor Responsible for SWPCP Implementation: ____________________________ Name/Phone #
Construction Start Date: ___________________________ Construction Completion Date: ___________________________
SWPCP Prepared by: ______________________________________________ Name, Title
______________________________________________
Company Name & Phone #
Date: __________________________________
Approved by: __________________________________________ City of Camarillo Stormwater Program Manager
Date: _________________________________________________
F:\Departments\Storm Water\forms\SWPCP\Current Templates\Public SWPCP\SWPCP Templates\Slurry & Overlay Projects SWPCP Public MASTER rev 3 -4-2024.docx Page 2 of 11
REQUIREMENTS
FOR A
STORMWATER POLLUTION CONTROL PLAN
Prior to the issuance of any construction/grading permit and/or the commencement of any clearing, grading or excavation, contractors of projects with construction activities shall prepare and submit a Stormwater Pollution Control Plan (SWPCP), on the form provided herein, for the review and approval of the City Engineer and the Stormwater Program Manager.
The purpose of the SWPCP is to identify potential pollutant sources that may affect the quality of discharges and to design the use and placement of Best Management Practices (BMPs) to effectively prohibit the entry of pollutants from the construction site into the storm drain system during construction.
Erosion and sediment source control BMPs should be considered for both active and inactive (previously disturbed) construction areas. BMPs for wind erosion and dust control are also included. The SWPCP may require modification as the project progresses and as conditions warrant.
The SWPCP shall be developed and implemented in accordance with the Waste Discharge Requirements and National Pollutant Discharge Elimination System (NPDES) Permit for Municipal Separate Storm Sewer System (MS4) Discharges within the Coastal Watersheds of Los Angeles and Ventura Counties, Permit No. CAS004004, Board Order R4-2021-0105, and any other requirements established by the City of Camarillo.
The applicant/owner is responsible for ensuring that all project contractors and subcontractors implement all applicable BMPs.
This approved SWPCP document must remain on-site and accessible during normal construction hours.
F:\Departments\Storm Water\forms\SWPCP\Current Templates\Public SWPCP\SWPCP Templates\Slurry & Overlay Projects SWPCP Public MASTER rev 3 -4-2024.docx Page 3 of 11
STORMWATER POLLUTION CONTROL PLAN
Definitions:
SWPCP - Stormwater Pollution Control Plan
BMP - Best Management Practice
This Stormwater Pollution Control Plan and BMP references are from the California Stormwater Best Management Practice Handbooks (Construction, Municipal, New Development & Redevelopment, and Industrial). The handbooks may be obtained from the California Stormwater Quality Association (CASQA) at www.cabmphandbooks.com or www.casqa.org .
Responsible Party Information
Project Owner/Developer: City of Camarillo Contact: ______________________________
Mailing Address: 601 Carmen Drive
City: Camarillo State: CA Zip: 93010 Phone:
Contractor:
Mailing Address:
City: State: Zip: Phone:
Contractor’s Authorized Representative:
Phone:
Estimated Start Date of Project:
Estimated Finish Date of Project:
F:\Departments\Storm Water\forms\SWPCP\Current Templates\Public SWPCP\SWPCP Templates\Slurry & Overlay Projects SWPCP Public MASTER rev 3 -4-2024.docx Page 4 of 11 Site Map Requirements
In addition to proposed construction plans, provide the following information, if applicable.
• Parcel Size = __________ acres
Note: Before a grading permit is issued, the City of Camarillo will require proof of receipt of a Notice of Intent for the State National Pollutant Discharge Elimination System General Construction Permit for all construction projects that have a parcel size of one acre or more or that are less than one acre but the site is part of a larger common area of development or sale. • Boundary of construction site: construction area = __________ acres. • Existing paved areas and buildings.
• Areas of existing vegetation to be protected/preserved. • Areas where it is known that toxic materials have been stored, disposed, spilled, or leaked onto the construction site.
• Affected water courses, lakes, wetlands, springs, and wells. • Watershed boundary of offsite areas that drain into construction site. • Boundary of drainage area where stormwater leaves property. • Areas of soil disturbance and locations of potential soil erosion areas requiring BMPs during construction.
• Areas of cut and fill.
• Drainage patterns and slopes anticipated after major grading activities. • Locations of existing storm drain facilities.
Types and locations of stormwater structures, controls, and/or BMPs that will be built/utilized to control stormwater pollution during construction. Provide a brief description of BMPs selected and, if appropriate, attach modified fact sheets or additional information.
• Construction and erosion control material storage areas. • Temporary stockpile and construction waste storage areas. • Construction vehicle storage and service areas.
The above information should be updated as needed to meet evolving construction conditions.
F:\Departments\Storm Water\forms\SWPCP\Current Templates\Public SWPCP\SWPCP Templates\Slurry & Overlay Projects SWPCP Public MASTER rev 3 -4-2024.docx Page 5 of 11 Inventory of Contractor’s Activities and Special Conditions
1. Describe construction materials, equipment, and vehicles that will be used onsite.
2. Describe the existing soil and source description of fill material (reference or attach soils report).
3. Provide a description of special site conditions that may contribute pollutants to all discharges and how they are to be controlled.
4. Describe stormwater structures/controls on the site prior to construction and how these structures/controls will be integrated into the SWPCP to reduce sediment and other pollutants in all discharges.
5. Provide the sequence for implementation or installation or proposed BMPs.
6. List waters, other than stormwater, which will flow from the site during dry weather, the approximate amount of flow, and methods for preventing or treating these dry weather flows.
Attach sheets if additional space is required.
F:\Departments\Storm Water\forms\SWPCP\Current Templates\Public SWPCP\SWPCP Templates\Slurry & Overlay Projects SWPCP Public MASTER rev 3 -4-2024.docx Page 6 of 11 Monitoring, Inspection, and Maintenance Requirements
1. Implement maintenance/repair efforts to ensure that the required BMPs are in good and effective condition. (A maintenance/repair plan is attached? Yes
No See pages 10 -
11 of SWPCP.)
2. Before start of construction and during contractor annually train all site personnel responsible for installing, inspecting, and maintaining BMPs: SC -14. (Training program/material attached?
Yes
No) Document training on Attachment 2. Contractor must forward copy of training record to City Stormwater Program Manager before construction can begin.
3. Keep records and document on Inspection form (Attachment 1):
• annual inspection
• pre-storm inspection
• post-storm inspection
4. Contractor shall monitor BMPs at drain inlets before, after and during rain events and modify as needed to prevent flooding of public right -of-way. Contractor shall remove all BMPs upon completion of roadwork.
Best Management Practices - BMPs
Complete the following charts. The BMPs listed may be used if applicable or adequate. Additional BMPs may apply. Please do not attach the BMP Fact Sheets referenced from the California Stormwater BMP Handbooks to the city’s copy of the SWPCP; however, the BMP Fact Sheets must be attached to the SWPCP that is kept at the construction site. BMPs can be downloaded from the California Stormwater Handbooks at www.cabmphandbooks.com.
BMPs Selected – Noted by Ref. ID from the
California Stormwater BMP Handbooks
Use BMP
(If no, state reason) Yes No
Erosion Control BMPs
EC-1 Scheduling
EC-2 Preservation of Existing Vegetation
EC-3 Hydraulic Mulch
EC-4 Hydroseeding
EC-5 Soil Binders
EC-6 Straw Mulch
EC-7 Geotextiles & Mats
EC-8 Wood Mulching
EC-9 Earth Dikes & Drainage Swales
EC-10 Velocity Dissipation Devices
F:\Departments\Storm Water\forms\SWPCP\Current Templates\Public SWPCP\SWPCP Templates\Slurry & Overlay Projects SWPCP Public MASTER rev 3 -4-2024.docx Page 7 of 11 BMPs Selected – Noted by Ref. ID from the
California Stormwater BMP Handbooks
Use BMP
(If no, state reason) Yes No
EC-11 Slope Drains
EC-12 Stream bank Stabilization
EC-14 Compost Blankets
EC-15 Soil Preparation/Roughening
EC-16 Non-Vegetative Stabilization
Temporary Sediment Control BMPs
SE-1 Silt Fence
SE-2 Sediment Basin
SE-3 Sediment Trap
SE-4 Check Dam
SE-5 Fiber Rolls
SE-6 Gravel Bag Berm
SE-7 Street Sweeping & Vacuuming
SE-8 Sandbag Barrier
SE-9 Straw Bale Barrier
SE-10 Storm Drain Inlet Protection
SE-11 Active Treatment Systems
SE-12 Temporary Silt Dike
SE-13 Compost Socks & Berms
SE-14 Biofilter Bags
Wind Erosion Control BMPs
WE-1 Wind Erosion Control
Temporary Tracking Control BMPs
TC-1 Stabilized Construction
Entrance/Exit
TC-2 Stabilized Construction Roadway
TC-3 Entrance/Outlet Tire Wash
Non-Stormwater Management BMPs
NS-1 Water Conservation Practices
NS-2 Dewatering Operations
NS-3 Paving & Grinding Operations
F:\Departments\Storm Water\forms\SWPCP\Current Templates\Public SWPCP\SWPCP Templates\Slurry & Overlay Projects SWPCP Public MASTER rev 3 -4-2024.docx Page 8 of 11 BMPs Selected – Noted by Ref. ID from the
California Stormwater BMP Handbooks
Use BMP
(If no, state reason) Yes No
NS-4 Temporary Stream Crossing
NS-5 Clear Water Diversion
NS-6 Illicit Connection/Discharge
NS-7 Potable Water/irrigation
NS-8 Vehicle & Equipment Cleaning
NS-9 Vehicle & Equipment Fueling
NS-10 Vehicle & Equipment Maintenance
NS-11 Pile Driving Operations
NS-12 Concrete Curing
NS-13 Concrete Finishing
NS-14 Material over Water
NS-15 Demolition Adjacent to Water
NS-16 Temporary Batch Plants
Waste Management & Materials Pollution Control BMPs
WM-1 Material Delivery & Storage
WM-2 Material Use
WM-3 Stockpile Management
WM-4 Spill Prevention & Control
WM-5 Solid Waste Management
WM-6 Hazardous Waste Management
WM-7 Contaminated Soil Management
WM-8 Concrete Waste Management
WM-9 Sanitary/Septic Waste Mgmt.
WM-10 Liquid Waste Management
Additional BMPs Selected
EC-11 Building Repair & Construction
(Industrial handbook)
Site Management
Housekeeping
F:\Departments\Storm Water\forms\SWPCP\Current Templates\Public SWPCP\SWPCP Templates\Slurry & Overlay Projects SWPCP Public MASTER rev 3 -4-2024.docx Page 9 of 11 Certification
Contractor
As the Contractor of record, I have selected appropriate BMPs to effectively minimize the negative impacts of this project’s construction activities on stormwater quality. The project owner is aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness.
The BMPs not selected for implementation are redundant or deemed not applicable to the proposed construction activity.
Name: Title:
Signature: Date:
Owner/Developer:
I certify that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the per son or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is true, accurate, and complete. I am aware that submitting false and/or inaccurate information, failing to update the SWPCP to reflect current conditions, or failing to properly and/or adequately implement the SWPCP may result in revocation of grading and/or other permits or other sanctions provided by law.
Name: Title:
Signature: Date:
REVIEWED BY CITY STORMWATER PROGRAM MANAGER:
_____________________________________ Date: ________________________________ Jessica Ouellette (805-383-5659)
Acceptance or approval of this Stormwater Pollution Control Plan in no way precludes the authority of the agency to require modification to the plan as conditions warrant nor does the agency take responsibility for performance of BMPs provided for in the plan.
F:\Departments\Storm Water\forms\SWPCP\Current Templates\Public SWPCP\SWPCP Templates\Slurry & Overlay Projects SWPCP Public MASTER rev 3 -4-2024.docx Page 10 of 11 Attachment 1 to SWPCP
Construction Site Inspection Checklist
Contractor shall complete this checklist and keep a copy with the SWPCP and provide a copy to the city within one business day of inspection. Inspections shall be conducted a minimum of:
• Monthly during nonrainy season (April 16 through September 30) • Weekly during rainy season (Oct. 1 through April 15)
• Before, during and after a significant rain event (.25” or greater). • Contractor shall monitor BMPs at drain inlets before, after and during rain events and modify as needed to prevent flooding of public right-of-way. Contractor shall remove all BMPs upon completion of roadwork.
DATE OF INSPECTION: _________________________
Project Name: ___________________________Contractor:_______________________ Weather Conditions during inspection: ___________________________________________
Item
Compliance
Accomplished
YES NO N/A
Date Completed
1 Is the site entrance stabilization adequate?
2 Is equipment/vehicles parked in designated areas and
free from significant leaks? Are drip pans present as
needed?
3 Are maintenance areas free from stains on the soil?
4 Are all materials stored in bins or covered in plastic and protected from storm water?
5 Is construction waste being disposed of in proper
trash containers?
6 Are concrete washout stations present and being
utilized and maintained?
7 Is fugitive dust being controlled and water being used as needed?
8 Are catch basins, drainage channels, drain
inlets/outlets being protected?
9 Are erosion control measures (BMPs) identified in
SWPCP in place and effective?
10 Are sediment control measures (BMPs) identified in SWPCP in place and effective?
Comments:_____________________________________________________________________
I certify under penalty of law that this inspection is true, and I or a qualified assigned person has performed the required inspection as stated in the SWPCP.
__________________________________ ___________________________________ Inspector Signature Contractor Signature
Copy to: City Stormwater Program Manager ([email protected])
F:\Departments\Storm Water\forms\SWPCP\Current Templates\Public SWPCP\SWPCP Templates\Slurry & Overlay Projects SWPCP Public MASTER rev 3 -4-2024.docx Page 11 of 11 Attachment 2 to SWPCP
Trained Contractor Personnel Log
All City employees and contractors (whose interactions, jobs and activities affect stormwater quality) must be trained before start of project construction and annually on Storm Water Pollution Prevention Controls and illicit discharge prevention and reporting. A copy of the training log shall be forwarded to the City of Camarillo Stormwater Program Manager, 601 Carmen Dr. Camarillo CA 93010, 805-383-5659.
Storm Water Management Training Log for Contractors
Contractor Name:
Type of Contract or Service Provided:
City Dept. Rep. Contractor Reports to:
Date of Training:
Instructor: Telephone:
Stormwater quality training was provided on illicit discharge prevention & reporting as well as non- storm water management, erosion controls, waste management and materials pollution control, and spill prevention related to the following categories: (check as appropriate)
Vehicle & Equipment Maintenance Illicit Discharge Prevention & Reporting Graffiti Abatement Good Housekeeping & Building Maintenance Pavement Marking and Painting Storm Drain and Ditch Cleaning & Maintenance Asphalt Use Safety Concerns when maintaining stormwater treatment devices Concrete Use Spill Prevention and Proper Cleanup Procedures Landscape Maintenance Other
Pest and Fertilizer Management, including Integrated Pest Management (IPM)
Attendee Roster
Name Company Phone Number
Comments:
APPENDIX
ST-5088
APPENDIX E – PREVAILING WAGE RATES
1. Download at: https//www.dir.ca.gov/OPRL/DPreWageDetermination.htm
APPENDIX
ST-5088
APPENDIX F – RIGHT OF WAY
1. NOT USED
ADDENDUM NUMBER 1
ANNUAL RESURFACING
PROJECT NO. ST-5088
October 29, 2025
1. BID OPENING DATE
1.1 T
he Bid Opening Date has changed. Bids are due Thursday, November 20, 2025, at 3:00 p.m.
2. INS
TRUCTIONS TO BIDDERS
2.1 RE
PLACE: INSTRUCTIONS TO BIDDERS Section 11. Bid Analysis and Determination of Responsive Bid, Subsection 11.15:
“The bi
dder must perform, with its own organization, Contract work amounting to at least 50 percent of the Contract Price. A bid which fails to meet this requirement will be considered nonresponsive and will be rejected.”
Wi
th the following:
“The bi
dder must perform, with its own organization, Contract work amounting to at least 30 percent of the Contract Price. A bid which fails to meet this requirement will be considered nonresponsive and will be rejected.”
This addendum, including attachments, are available for download the from City of Camarillo PlanetBids portal site: https://pbsystem.planetbids.com/portal/56271/portal-home.
This addendum shall be attached to and become a part of the specifications. Each Bidder shall acknowledge on Page 3 of the BID PROPOSAL receipt of this Addendum, which shall be taken as prima facie evidence that the bidder was aware of this inclusion prior to submission of his/her bid.
James Campero, P.E.
Assistant Director of Public Works – City Engineer
ADDENDUM NUMBER 2
ANNUAL
RESURFACING
PROJECT NO. ST-5088
November 6, 2025
1. BID OPENING DATE
1.1 T
he Bid Opening Date has not changed. Bids are due Thurs day, November 20, 2025, at 3:00 p.m.
2. BID P
ROPOSAL
2.1 REP
LACE: Page 1 with Revised Working Days, (Attachment A2-1).
2.2 RE
PLACE: Pages 13a-13e with Revised B id Schedule Pages 1 3a-13f, (Attachment A2-2).
3. SP
ECIFICATIONS
3.1 RE
PLACE: TABLE OF CONTENTS with Revised TABLE OF CONTENTS (Attachment A2-3)
3.2 ADD
: Section 2015 AGGREGATE BASE (Attachment A2-4)
3.3 ADD
: Section 2016 ASPHALT CONCRETE PAVING (Attachment A2-5)
3.4 ADD: Exhibit A, STRIPING PLAN (Attachment A2-6)
3.5 ADD: Exhibit B, PAVING PLAN (Attachment A2-7)
This addendum, including attachments, are available for download the from City of Camarillo PlanetBids portal site: https://pbsystem.planetbids.com/portal/56271/portal-home.
This addendum shall be attached to and become a part of the specifications. Each Bidder shall acknowledge on Page 3 of the BID PROPOSAL receipt of this Addendum, which shall be taken as prima facie evidence that the bidder was aware of this inclusion prior to submission of his/her bid.
James Campero, P.E.
Assistant Director of Public Works – City Engineer
(5-2023) Project No. ST-5088
BID PR OPOSAL
-1 -
CAM #4849-3394-2031 v4
CITY OF CAMARILLO
DEPARTMENT OF PUBLIC WORKS
BID PROPOSAL
FOR
ANNUAL RESURFACING
PROJECT NO. ST-5088
In and for the
CITY
OF CAMARILLO, CALIFORNIA
Proj
ect Number ST-5088.
Compl
etion Time:
Base Bid: One Hundred Twenty (120) Working Days
Alternate Bid 1: Add itional to Base Bid Fifty (50) Working Days Alternate Bid 2: Additional to Base Bid Twenty (20) Working Days Alternate Bid 3: Additional to Base Bid Fift een (15) Working Days Alternate Bid 4: Additional to Base Bid Fifteen (15) Working Days Bids
To Be Received: 3 :00 p.m. on November 20, 2025__
Liquidat
ed Damages: Failure to complete Project within the
Completion Time: $3,000 Per Calendar Day
Name of Contractor
Address
Telephone
State Contractor’s License Number
Department of Industrial Relations Registration Number
ADDENDUM #2
REVISED: 11/6/2025
ATTACHMENT A2-1
(5-2023) Project No. ST-5088
BID SCHEDULE
UNIT
PRICE LIST -- FIGURES
WORK
IDENTIFICATION: ST-5088 ANNUAL RESURFACING______________________ NAME O
F BIDDER: ____
BID PRO POSAL
-13a -
CAM #4849-3394-2031 v4
BASE BID
Item
No.
BASE BID
Item Description Quantity Unit
Payment
Reference
Unit Price
in Figures
*Item Total
Price in
Figures
1 Mobilization 1 LS 2001-2
2 Remobilize 1 LS 2001-2
3 Traffic Control 1 LS 2002-8
4 SWPCP 1 LS 2003-3
5 4” Remove & Replace Pavement Area 72,000 SF 2006-7
6 12” Remove & Replace Pavement Area 750 SF 2006-7
7 Concrete Cross Gutter 540 SF 2014-3
8 Concrete Spandrel 450 SF 2014-3
9 Crack Seal 1 LS 2007-5
10 Type II Slurry Seal 2,700 ELT 2009-16
11 Asphalt Rubber Aggregate Membrane
(ARAM) 40,000 SY 2013-6
12 Adjust Survey Monument Well to Grade 7 EA 2011-6
13 Adjust Storm Drain Manhole to Grade 22 EA 2011-6
14 Adjust/Replace Sewer Manhole to Grade 38 EA 2011-6
15 Adjust Sewer Cleanout to Grade 4 EA 2011-6
16 Adjust/Replace Valve Box to Grade 25 EA 2011-6
17 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 9) 3,400 LF 2010-3
18 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 21) 500 LF 2010-3
ADDENDUM #2
REVISED: 11/6/2025
ATTACHMENT A2-2
(5-2023) Project No. ST-5088
BID SCHEDULE
UNIT
PRICE LIST -- FIGURES
WOR
K IDENTIFICATION: ST-5088 ANNUAL RESURFACING______________________ NAME
OF BIDDER: ____
BID PR OPOSAL
-13b -
CAM #4849-3394-2031 v4
Item
No.
BASE BID
Item Description Quantity Unit
Payment
Reference
Unit Price
in Figures
*Item Total
Price in
Figures
19 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 22) 29,300 LF 2010-3
20 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 27) 250 LF 2010-3
21 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 27B) 5,500 LF 2010-3
22 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 32) 3,000 LF 2010-3
23 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 37B) 800 LF 2010-3
24 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 38) 3,450 LF 2010-3
25 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 39) 24,400 LF 2010-3
26 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 39A) 1,100 LF 2010-3
27 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 40) 100 LF 2010-3
28 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 41) 200 LF 2010-3
29 Thermoplastic Pavement Markings (Caltrans
Pavement Markings) 7,000 SF 2010-3
30 Blue Fire Hydrant Reflective Pavement
Marker 100 EA 2010-3
TOT
AL BASE BID $
ALTERNATE BID 1
Item
No.
Alternate Bid 1
Item Description Quantity Unit
Payment
Reference
Unit Price
in Figures
*Item Total
Price in
Figures
31 Mobilization 1 LS 2001-2
32 Traffic Control 1 LS 2002-8
ADDENDUM #2
REVISED: 11/6/2025
ATTACHMENT A2-2
(5-2023) Project No. ST-5088
BID SCHEDULE
UNIT P
RICE LIST -- FIGURES
WORK ID
ENTIFICATION: ST-5088 ANNUAL RESURFACING______________________
NAME OF
BIDDER: ____
BID PROP OSAL
-13c -
CAM #4849-3394-2031 v4
Item
No.
Alternate Bid 1
Item Description Quantity Unit
Payment
Reference
Unit Price
in Figures
*Item Total
Price in
Figures
33 SWPCP 1 LS 2003-3
34 4” Remove & Replace Pavement Area 7,000 SF 2006-7
35 12” Remove & Replace Pavement Area 15,000 SF 2006-7
36 Concrete Curb & Gutter 300 LF 2014-3
37 Crack Seal 1 LS 2007-5
38 Type II Slurry Seal 1,950 ELT 2009-16
39 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 9) 400 LF 2010-3
40 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 22) 10,500 LF 2010-3
41 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 27B) 14,500 LF 2010-3
42 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 29) 450 LF 2010-3
43 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 32) 1,300 LF 2010-3
44 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 37B) 400 LF 2010-3
45 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 38) 1,400 LF 2010-3
46 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 39) 8,400 LF 2010-3
47 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 39A) 1,100 LF 2010-3
48 Thermoplastic Pavement Delineation
(Caltrans Striping Detail 40) 100 LF 2010-3
49 Thermoplastic Pavement Markings (Caltrans
Pavement Markings) 700 SF 2010-3
50 Blue Fire Hydrant Reflective Pavement
Marker 150 EA 2010-3
TOTAL
ALTERNATE BID 1 $
ADDENDUM #2
REVISED: 11/6/2025
ATTACHMENT A2-2
(5-2023) Project No. ST-5088
BID SCHEDULE
UNIT P
RICE LIST -- FIGURES
WORK ID
ENTIFICATION: ST-5088 ANNUAL RESURFACING______________________
NAME OF
BIDDER: ____
BID PROP OSAL
-13d -
CAM #4849-3394-2031 v4
ALTERNATE BID 2
Calleguas Bike Path
Item
No.
Alternate Bid 2
Item Description Quantity Unit
Payment
Reference
Unit Price
in Figures
*Item Total
Price in
Figures
51 Mobilization 1 LS 2001-2
52 Traffic Control 1 LS 2002-8
53 SWPCP 1 LS 2003-3
54 4” Remove & Replace Pavement Area 4,000 SF 2006-7
55 Profile Grind Cracks (24” Wide) 3,700 LF 2005-3
56 Crack seal 1 LS 2007-5
57 Type I Slurry Seal 190 ELT 2009-16
58 Pavement Markings 1,200 SF 2010-3
TOTAL
ALTERNATE BID 2 $
ALTERNATE
BID 3
City Hall Parking Lot
Item
No.
Alternate Bid 3
Item Description Quantity Unit
Payment
Reference
Unit Price
in Figures
*Item Total
Price in
Figures
59 Mobilization 1 LS 2001-2
60 Traffic Control 1 LS 2002-8
61 SWPCP 1 LS 2003-3
62 4” Remove & Replace Pavement Area 1,950 SF 2006-7
ADDENDUM #2
REVISED: 11/6/2025
ATTACHMENT A2-2
(5-2023) Project No. ST-5088
BID SCHEDULE
UNIT
PRICE LIST -- FIGURES
WOR
K IDENTIFICATION: ST-5088 ANNUAL RESURFACING______________________ NAME
OF BIDDER: ____
BID PR OPOSAL
-13e -
CAM #4849-3394-2031 v4
Item
No.
Alternate Bid 3
Item Description Quantity Unit
Payment
Reference
Unit Price
in Figures
*Item Total
Price in
Figures
63 Crack Seal 1 LS 2007-5
64 Type II Slurry Seal 130 ELT 2009-16
65 Thermoplastic Parking Lot Striping and
Markings 1 LS 2010-3
TOT
AL ALTERNATE BID 3 $
ALTERNATE BID 4
Pleasant Valley Historical Society Museum Parking Lot
Item
No.
Alternate Bid 4
Item Description Quantity Unit
Payment
Reference
Unit Price
in Figures
*Item Total
Price in
Figures
66 Mobilization 1 LS 2001-2
67 Traffic Control 1 LS 2002-8
68 SWPCP 1 LS 2003-3
69 Aggregate Base (6") 150 CY 2015 -4
70 Asphalt Concrete Pavement (4") 200 T ON 2016-6
71 Parking Lot Striping and Markings 1 LS 2010-3
TOT
AL ALTERNATE BID 4 $
ADDENDUM #2
REVISED: 11/6/2025
ATTACHMENT A2-2
(5-2023) Project No. ST-5088
BID SCHEDULE
UNI
T PRICE LIST -- FIGURES
WO
RK IDENTIFICATION: ST-5088 ANNUAL RESURFACING______________________ NAM
E OF BIDDER: ____
BID PROPOSAL
-13f -
CAM #4849-3394-2031 v4
SUMMARY OF BID SCHEDULE
TO
TAL BASE BID ............................................................................ $ TO
TAL ALTERNATE BID 1 ............................................................. $ TO
TAL ALTERNATE BID 2 ............................................................. $ TO
TAL ALTERNATE BID 3 ............................................................. $ TO
TAL ALTERNATE BID 4 ............................................................. $ TO
TAL OF BASE BID PLUS ALTERNATE BID 1, 2, 3 and 4 ......... $ NOTE: Pursuant to Public Contract Code Section 20103.8, the City of Camarillo will determine the lowest bid based on the total of the Base Bid and Alternate Bids 1 , 2, 3 and 4. The City of Camarillo reserves the right to a ward any combination of Alternate Bid 1, 2, 3 and 4. Bidder must bid on Base Bid and all Alternate Bids . Bids that do not include Base Bid and Alternate Bids will not be accepted.
*N
OTE: In case of error in extension of price into the total price column, the unit price will govern.
ADDENDUM #2
REVISED: 11/6/2025
ATTACHMENT A2-2
Project No. ST-5088 Table of Contents
TABLE OF CONTENTS
GENER
AL
MOBILIZATION
TRAFFIC CONTROL, PARKING RESTRICTIONS AND SIGNAGE
STORMWATER POLLUTION CONTROL PROGRAM
MEASUREMENT AND PAYMENT
PROFILE GRINDING AND PREPARATION
REMOVE AND REPLACE PAVEMENT AREAS
CRACK SEALING
TREE TRIMMING
EMULSION-AGGREGATE SLURRY
STRIPING PAVEMENT MARKINGS AND PAVEMENT MARKERS
ADJUSTING VALVES BOXES MANHOLES AND MONUMENT
WELLS TO GRADE
NOT USED
ASPHALT RUBBER AND AGGREGATE MEMBRANE (ARAM)
STREET CONCRETE IMPROVEMENTS
AGGREGATE BASE
SECTION 2000
SECTION 2001
SECTION 2002
SECTION 2003
SECTION 2004
SECTION 2005
SECTION 2006
SECTION 2007
SECTION 2008
SECTION 2009
SECTION 2010
SECTION 2011
SECTION 2012
SECTION 2013
SECTION 2014
SECTION 2015
SECTION 2016
ASPHALT CONCRETE PAVING
ADDENDUM #2
REVISED: 11/6/2025
ATTACHMENT A2-3
Project No. ST-5088 Section 2015
SECTION 2015 – AGGREGATE BASE
2015-1 General
A. Aggregate Base shall be placed in pavement sections, concrete improvement areas, parking lot and where called for by the Plans and these Special Provisions.
2015-2 Material
A. Aggregate Base shall conform to the requirements for Crushed Aggregate Base per Section 200-2.2 of the SSPWC.
2015-3 Placement and Compaction
A. Aggregate base shall be installed in accordance with Section 301-1
B. The Contractor shall use care when distributing, shaping, and compacting aggregate base to prevent damage and pumping of subgrade soils. Trucks and equipment shall be operated on previously placed base courses only.
C. Aggregate base shall be compacted to a minimum of 95% of maximum density.
Compaction test shall be taken using a calibrated nuclear density gauge per ASTM D6938.
D. Compaction testing shall be performed by the Engineer.
2015-4 Measurement and Payment
A. Payment for aggregate base shall be made at the contract unit price per Cubic Yard as listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools and materials and incidentals to prepare the site and construct aggregate base, grade, compact and finish and provide quality control.
B. All work shall be in accordance with the Standard Specifications, these Special Provisions and as directed by the Engineer.
END OF SECTION 2015
ADDENDUM #2
REVISED: 11/6/2025
ATTACHMENT A2-4
Project No. ST-5088 Section 2016
2016 - ASPHALT CONCRETE PAVEMENT
2016-1 General
A. Asphalt concrete pavement shall conform to 203-6.1 of the Standard Specifications except as modified herein. The percentage of RAP shall be modified to not exceed 15%.
B. Grading for asphalt concrete shall be Class C2 per Standard Specification section 203-6
C. The paving asphalt used shall be PG 64 -10 conforming to Standard Specification Section 203-1. Any proposed change to the grade specified shall be submitted to the Engineer 48 hours prior to beginning work by the Contractor.
D. Compaction shall be in accordance with California Test Method 304.
E. Asphalt shall not be placed during inclement weather or the threat thereof. A threat is defined as 30% or greater chance of rain as listed by a recognized weather service. Contractor will bear the responsibility of cancellation of work on these days and will be responsible for any damages that may arise from non -cancellation. The Contractor is also responsible for stopping work when the weather turns inclement, even on a day that was forecast to be fair.
F. Compaction testing shall be performed by the Engineer.
2016-2 Submittals
A. Submittals shall be in accordance with Standard Specification section 203 -11.6 and supplied to the Engineer for review and acceptance at least 10 working days before construction is scheduled. Certificate of calibrated batch scales per California Test 109 from the batch plant supplying the material is also required.
B. Paving Asphalt
1. Source of paving asphalt and grade of asphalt cement.
2. Source and type of additives used.
2016-3 Tack Coat
A. Tack Coat shall be SS-1h.
B. Prior to asphalt concrete placement, all vertical edges including but not limited to gutter lips, vaults, cross -gutters shall be tack coated. Pavement shall only be placed if the ground temperature is 50° F and rising. If the temperature is falling, pavement shall not be placed when the atmosp heric temperature drops below 50° F. If the temperature is falling, the Contractor shall notify the plant to cease trucking asphalt material to the site when the atmospheric temperature falls below 53° F. Weather conditions may limit the duration of the day’s work.
ADDENDUM #2
REVISED: 11/6/2025
ATTACHMENT A2-5
Project No. ST-5088 Section 2016
2016-4 Construction
A. Asphalt concrete pavement shall be constructed as specified in Section 302 -5 Asphalt Concrete Pavement of the SSPWC, except as modified herein.
B. Asphalt shall be transported in tarpaulin covered trailers and care shall be taken that the tarpaulin fits tightly at the edges to prevent cooling. At the time of delivery to the work site, the temperature of the mixture shall not be lower than 300 degrees (F) or higher than 325 degrees (F)
C. Initial rolling shall commence immediately following the placement of asphalt concrete. A vibratory roller shall be used for initial breakdown rolling. The initial breakdown rolling shall be completed before the asphalt concrete temperature falls below 285 ° F measured immediately in front of the roller. If Contractor is not rolling fast enough, the operation shall be stopped, and the problem shall be corrected by having extra workers and/or breakdown rollers. Any loads of asphalt concrete that have cooled b elow the acceptable temperature or have exceeded the time from batching will be reject ed and removed from the site. All costs for rejected asphalt concrete shall be borne by the Contractor.
D. Asphalt concrete shall be compacted to a minimum of 95% of maximum density.
Compaction test shall be taken using a calibrated nuclear density gauge per ASTM D2950.
2016-5 Quality Control
A. The pavement surface shall be free from areas of open texture or excess coarse aggregate.
Surfaces that exhibit such open texture shall be removed and replaced.
B. The Contractor's work shall be supervised by personnel with no less than 15 years of experience in asphalt concrete repair and overlay. If work is consistently out of tolerance the engineer will require the Contractor to replace the foreman and/or workers as required to bring the work into tolerance.
2016-6 Measurement and Payment
A. Payment for asphalt concrete pavement shall be made at the contract unit price per Ton as listed in the Bid Schedule and shall be full compensation for furnishing labor, equipment, tools and materials to prepare the site and construct the asphalt concrete pavement, compact and finish, provide quality control and perform corrective work.
B. All work shall be in accordance with the Standard Specifications, these Special Provisions and as directed by the Engineer.
END OF SECTION 2016
ADDENDUM #2
REVISED: 11/6/2025
ATTACHMENT A2-5
ADDENDUM #2
REVISED: 11/6/2025
ATTACHMENT A2-6
ST-5088 ALTERNATE BID 4 - STRIPING PLAN
EXHIBIT A
FOR REFERENCE ONLY
ST-5088 ALTERNATE BID 4:
AREA OUTLINED IN RED - PLACE STRIPING. FINAL
STRIPING TO BE DETERMINED BY ENGINEER IN
FIELD. PLAN IS FOR REFERENCE ONLY AND FIELD
CONDITIONS MAY CHANGE.
ADDENDUM #2
REVISED: 11/6/2025
ATTACHMENT A2-7
ST-5088 ALTERNATE BID 4:
AREAS OUTLINED IN RED - FURNISH, GRADE, AND
COMPACT 6" AGGREGATE BASE AND INSTALL 4"
THICK ASPHALT CONCRETE PAVEMENT. FINAL
LOCATIONS TO BE DETERMINED BY ENGINEER IN
FIELD.
EXHIBIT B
ST-5088 ALTERNATE BID 4 - PAVING PLAN
FOR REFERENCE ONLY