Goleta City Council
February 4, 2025

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-61
(d) No party identified in subdivision (b) shall require any other party to waive any provision of this Section.
(e) In the event that the Contractor elects to substitute securities in lieu of retentions, the Contractor may withhold from its Subcontract ors, who have not elected to substitute securities in lieu of retentions, the amount of retentions that would have otherwise been withheld.

Add new Section 9-1.16H:
9-1.16H Payments to Subcontractors
The Contractor shall pay each Subcontractor, no later than seven (7) calendar days after receipt of payment from the City the amount to which the Subcontractor is entitled, reflecting percentages actually retained from payments to the Contra ctor on account of the Subcontractor’s portion of the Work. The Contractor shall, by appropriate agreement with each Subcontractor, require each Subc ontractor to make payments to its Subcontractors in a similar manner. Contractor shall obtain and submit releases on City- approved forms for any payment made to Subcontractors and suppliers.

9-1.16I City’s Right to Disburse Progress and Final Payments by Joint Check or Direct Payments
The City has the right to request written evidence from the Contractor that the Contractor has properly paid Subcontractors and material and equipment suppliers amounts paid by the City to the Contractor for subcontracted Work. If the Contra ctor fails to furnish such evidence within seven (7) days, the City shall have the right to contact Subcontractors and suppliers to ascertain whether they have been properly paid. The City shall not have an obligation to pay or to see to the payment of money to a Subcontractor, except as may otherwise be required by law. The City may, in its sole discretion, issue joint checks to the Contractor and its Subcont ractors of any tier and materi al suppliers or to make payments directly to such Subcontractor or s upplier in satisfaction of City’s obligation to make progress payments or the final payment due hereunder.

Add the following to the end of Section 9-1.17B:
9-1.17B(1) Affidavit of Final Completion and Final Payment The Contractor shall, upon comp letion of the Work and final cleaning up, submit to the City a sworn Affidavit of Final Completion on a form provided by the Engineer. Properly submitted Claims in stated amounts may be excluded by the Contractor from the operation of the release if the Claims have not yet been reso lved. Within thirty (30) calendar days after receipt of the Affidavit of Completion, the Engineer will inspect the Work and will either (1) reject the requested Affidavit of Final Completion, specifying the defective and/or uncompleted porti ons of the Work, or (2) acc ept the Affidavit of Final Completion and submit a request to the City Council for final acceptance of the Work.

9-1.17B(2) Rejection and Revision
If the City rejects the Affidavit of Final Completion, specifying defective and/or uncompleted portions of the Work , the Contractor shall prom ptly remedy the defective and/or uncompleted portions of the Work. Thereafter, the Contractor shall give the City a revised Affidavit of Final Completion with a new date based on when the defective and/or 533

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-62
uncompleted portions of the Work were corrected. The foregoing procedure shall apply successively thereafter until the City accepts Contractor’s Affidavit of Final Completion.

9-1.17B(3) Documentation
In addition to the requirem ents for final payment set fo rth in the other Contract Documents, the final payment shall not become due until at least sixty (60) calendar days after: (i) Contractor has fully performed the Contract, including all punch list work; and (ii) Contractor has submitted to the City:

1. A full, complete and proper Final App lication for Payment showing the proposed total amount due the Contractor, segregated as to Contract quantities, changes in the Work, and other basis for payments; deductions made or to be made for prior payments; amounts to be retained; any Claims the Contractor intends to file at that time or a statement that no Claims will be filed; and any unsettled Claims, stating amounts;

2. Written consent of surety(ies) to parti al/full release of retention/final payment;

3. Contractor’s written assurance that identified correct ive work not complete and accepted will be completed by a stated date agreeable to the City;

4. The required Record Drawi ngs (in reproducible format);

5. Reasonable proof that taxe s, fees and similar obligations of Contractor have been paid;

6. Documentation that Cont ractor has inspected, te sted, and adjusted performance of every system or facility of the Work to ensure that overall performance is in compliance with terms of the Contract Documents;

7. Reasonable proof that Contractor has disconti nued and removed temporary facilities and services from the Site, al ong with construction tools and facilities, forms, and similar items except for Contractor’s field office;

8. Reasonable proof t hat Contractor has provided instruction for the City’s operating personnel on systems and equipment operational requirements;

9. A report on performance of completed installations after adjustment that appear unable to comply with the requirements of the Contract Documents;

10. The operating manuals for operating and maintaining the Work; and

11. Four (4) copies of all warranties from vendors and Subcontractors, operation and maintenance manuals, instructions and related agreements, equipment certifications and similar documents, and maintenance and operating instructions.

The Engineer reserves the right to not require any of the above submittals which the Engineer determines, in his/her sole discretion, is not applicable to a particular project.

9-1.17B(4) Disbursement of Final Payment
Pursuant to California Public Contract Code section 7107, if there is any dispute between the City and the Contractor at the time that disbursement of the final payment is due, the City may withhold from disbursement of the final payment an amount not to exceed one hundred fifty percent (150%) of the amount in dispute.

9-1.17B(5) No Waiver of Claims by City
The making of final payment shall not consti tute a waiver of any Claims by the City including, but not limited to:
534

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-63

1. unsettled stop payment notices;

2. faulty or defective Work;

3. failure of the Work to comply with t he requirements of the Contract Documents;

4. terms of special warranties requir ed by the Contract Documents; or

5. any other cause, unless specifica lly waived by the City in writing.

9-1.17B(6) WAIVER OF CLAIMS BY CONTRACTOR, SUBCONTRACTORS, AND

SUPPLIERS
Acceptance of final payment by the Contract or, a Subcontractor, or a material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final Application for Payment.

Add to Section 9-1.07B:
9-1.17D FINAL PAYMENTS AND CLAIMS
In addition to Section 9-1.17D Final Payment and Claims of the State Standard Specifications, the Contractor shall submit Form CC4: Final Release Form. This form must accompany all requests for final payment (see Appendix A).

Delete Section 9-1.22:

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

535

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-64

DIVISION II GENERAL CONSTRUCTION

10 GENERAL
Replace Reserved Section 10-1.02A with:

The Contractor’s attention is directed to Sections 8-1. 05 “Time” of these Special Provisions for the number of days allowed for this work.

The first order of work shall be for the Cont ractor to contact Underground Service Alert (U.S.A.) and to verify the location of all utilities in the vicinity of the work.

Attention is directed to Section 5-1.36C(3) fo r utility work, Sections 8-1.11 “Utility and Non-Highway Work” and 19-1.01A(1) “Pothole Utilities” of these Special Provisions..

In addition, the Contractor shall pothole utilities adjacent to the traffic signal poles prior to ordering any equipment. After it is determined that the pole locations shown on the plans can avoid utilities, Contractor can place the order for the traffic signal equipment. The Engineer shall be furnished a statement from the vendor that the order for the traffic signal equipment has been received and accepted by the vendor.

Prior to commencement of the traffic signal f unctional test at any location, all items of work related to signal control shall be co mpleted and all roadside signs, pavement delineation, and pavement markings shall be in place at that location.

The Contractor shall prepare a traffic control plan that conforms to Section 12, “Construction Area Traffic Control Devices,” of the City of Goleta Design and Construction Standards, the California MUTCD and as described within these Special Provisions prior to construction of each location. The traffic control plan shall include details regarding traffic signal operations to be approved by the City of Goleta Traffic Department.

Attention is directed to "Maintaining Tra ffic" and "Temporary Pavement Delineation" of these Special Provisions and to the stage construction sheets of the plans.

Attention is directed to "Progress Schedule (Critical Path Method)" of these Special Provisions regarding the subm ittal of a general time-scal ed logic diagram within ten (10) days after approval of the contract. The diagram shall be submitted prior to performing any work that may be affected by any proposed deviations to the construction staging of the project.

The work shall be performed in conformance with the phases and stages of construction shown on the plans. Non-conflicting work in subsequent stages may proceed concurrently with work in preceding stages, provided satisfactory progress is maintained in the preceding stages of construction and with Engineer’s written approval.

Add to the end of Section 10-1.02C(2):

Protect any irrigation component to be relocated before performing any other construction activity in the area.

Add to the 3rd paragraph of Section 10-6:

Nonpotable water must not be stream water.

536

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-65
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

537

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-66
12 TEMPORARY TRAFFIC CONTROL

Add to the end of Section 12-1.01
12-1.01A Traffic Maintenance
Attention is directed to Sections 7-1. 03 PUBLIC CONVENIENCE, 7-1.04, PUBLIC SAFETY, and Section 12 TEMPORARY TRAFFI C CONTROL of the State Standard Specifications and to the Section entitled "PUBLIC SAFETY" elsewhere in these Special Provisions. Nothing in these Special Prov isions shall be construed as relieving the Contractor from the responsib ilities specified in Section 7-1.04 PUBLIC SAFETY of the State Standard Specifications.

The minimum size specified for Type II flas hing arrow signs in the table following the second paragraph of Section 12-3.30 FLASHING ARROW SIGNS of the State Standard Specifications is amended to read "36 inches by 72 inches".

In the State Standard Plans, Note 5 on Standard Plan T11, Note 6 on Standard Plan T12, and Note 5 on Standard Plan T13 are revised to read:

All traffic cones used for night work or re maining in the roadway overnight shall have reflective cone sleeves as specified in the specifications.

Section 12-3.02 TRAFFIC CO NES of the State Standard Specifications is amended to read:

During the hours of darkness tra ffic cones shall be affixed with reflective cone sleeves.

The reflective sheeting of sleeves on the traffic cones shall be visible at 1,000 feet at night under illumination of legal high beam headlights, by persons with vision of or corrected to 20/20.

Reflective cone sleeves shall conform to the following:

1. Removable flexible reflective cone sleev es shall be fabricated from the reflective sheeting specified in these Special Prov isions, have a minimum height of 13 inches and shall be placed a maximum of 3 inches from the top of the cone. The sleeves shall not be in place during daylight hours.

2. Permanently affixed semitransparent reflective cone sleeves shall be fabricated from the semitransparent reflective sheeting specified in these Special Provisions, have a minimum height of 13 inches, and shall be placed a maximum of 3 inches from the top of the cone. Traffic cones with semitransparent reflective cone sleeves may be used during daylight hours.

3. Permanently affixed double band reflec tive cone sleeves shall have 2 white reflective bands. The top band shall be 6 inches in height, placed a maximum of 4 inches from the top of the cone. T he lower band shall be 4 inches in height, placed 2 inches below the bottom of the top band. Traffic cones with double band reflective cone sleeves may be used during daylight hours. 538

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-67

The type of reflective cone sleeve used shall be at the option of the Contractor. Only one type of reflective cone sleeve shall be used on the project.

The Contractor shall be responsible for in forming the public of the traffic conditions existing within the construction area at all times by placement of appropriate warning and advisory signs. The Contractor shall provide and maintain all traffic control and safety items. The Contractor assumes sole and complete responsibility for job and site conditions during the course of construction, including safety of all persons and property.

This requirement shall apply continuously 24 hours/day and shall not be limited to normal working hours.

Full compensation for complying with the abov e requirements shall be considered as included in the contract price paid for Traffic Control, Traffic Control Plan, and Traffic Control Maintenance and no additional compensation will be allowed.

12-1.01B Traffic Control Plan
At the pre-construction meeting, the Contractor shall submit a traffic control plan showing traffic control measures and/or, if approved, detours for vehicles and pedestrians affected by the construction work. A maximum of five (5) working days will be required to review and provide the Contractor with comments on the plan. The Contractor shall revise the plan per the City's comments until the plan is accepted by the Engineer. The Contractor will not be allowed to begin work until the Engineer has accepted the traffic control plan.

The Traffic Control Plan shall cover all stages of work, per site, and include (but not limited to) the following information and detail: (1) Street closures a nd detours including pedestrian access and detours; (2) construction, warning, detour and restriction signs, including "No Parking", “Loose Gravel”, “Construction Area Speed limit Signs,” and “Bump Ahead” signs; (3) temporary striping and pavement markers; (4) barricades; (5) flashing arrow signs; (6) lighted message boards; (7) por table delineators; (8) traffic cones; (9) lights, flares, flaggers, and spacings.

A copy of the accepted Traffic Control Plan must be kept at the job site at all times, including Subcontractors.

Temporary lane closures will be allowed only during approved working hours. Contractor shall provide at least one lane in each direction on all existi ng streets throughout the construction project unless otherwise approved in writing by the Engineer.

When work is performed within an intersection, the Contractor shall place the traffic signal in red flash. The Contractor shall submit notification at least 48 hours in advance of placing a traffic signal on flashing r ed. The City shall provide wr itten approval prior to signal reprogramming. If no work is being performed with an intersection, the Contractor shall place the traffic signal into normal operations. Flaggers are required to control traffic at intersections placed in red flash.

539

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-68
The Contractor shall cooperate with and no tify the local police and fire department, ambulance services, post offi ce, refuse collectors, Goleta Union School District, Santa Barbara Unified School District, Santa Barbara Metropolitan Transit District, and residents of proposed construction operations and traffic control operations a minimum of five working days before work is to begin in each work area. If changes are made to the traffic control plan, Contractor shall re-notify at least two working days before work is to begin. In addition, the Contractor shall make available a 24-hour telephone number in case of emergencies and/or problems.

The Contractor will be responsible for notifying residents and businesses of the proposed construction. Notifications shall be distributed to residents and businesses within a 100 feet radius of the job limits, including residents and businesses located on streets adjacent to the construction.

Notifications to affected residents and businesses within the project area shall consist of two (2) phases.

The first phase notifies the affected residents and businesses of the upcoming construction through the use of “door hanger” type formatted notifications. The notification shall state the street name, the working hours, and the anticipated begin and completion dates for each street. A sample of the required notifi cation is located within Appendix A of these Special Provisions. The Contractor shall distribute the door hanger notifications a minimum of 5 (five) working days in advance of the work.

At the pre-construction meet ing, Contractor shall provid e the Engineer a copy of the proposed notification letter for acceptance.

Notifications shall be tucked neatly in doorjambs, handles , or partially under mats.

Notifications shall not be glued, stapled, tacked, or otherwise attached to property. The Contractor shall take care to stay on designated walkways during delivery of notifications, and be polite to citizens encountered.

The second phase consists of the Contractor posting “No Parking” signs on barricades 48 hours prior to the work. The “No Parking” signs shall also include the exact working day that the resurfacing work will take place. A warning indicating that vehicles will be towed away at the owner’s expense shall also be included on the “No Parking” signs. In addition, the Contractor shall make available a 24-hour telephone number in case of emergencies and/or problems and shall post the te lephone number on the “No Parking” signs. At the pre- construction meeting, Contractor shall submit to the Engineer a sample “No Parking” sign for acceptance. The Contractor shall be responsible for placing temporary “No Parking” signs in advance of any construction activity. Barricades shall be placed a maximum of 500 feet apart, on both sides of the affected street.

The Contractor shall be responsible for placing “Construction Speed Limit” signs on both sides of the affected street one (1) hour prior to the Street being opened to traffic. The speed limit for the “Construction Speed Limit” signs cannot be less than 10 mph below the posted speed. At the pre-construction meeting, Contractor shall submit to the Engineer a sample
540

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-69
“Construction Speed Limit” sign for acceptance. Signs shall be placed a maximum of 500 feet apart, on both sides of the affected street.

Emergency access to driveways, intersections, and residential streets shall be maintained at all times. If vehicles are parked in the working area, the Contractor shall not attempt to move the vehicle. The Contractor shall notify the Engineer immediately, and the Engineer shall make proper arrangements to remove the vehicle.

Lane and street closure shall not be allow ed without proper advance warning devices, signing and flag persons in conformance with the State Standard Specifications and these Special Provisions. At the completion of each working day, all lanes of traffic shall be open to the public. Street closure shall not be allowed on schedule refuse collections days.

No separate payment will be made for any item of Traffic Control and Maintenance set forth in the State Standard Specifications to be paid for as extra work. Full compensation for all Traffic Control and Maintenance shall be included in this bid item.

The provisions in this section will not relieve the Contractor from his/her responsibility to provide such additional devices or take such measures as may be necessary to comply with the provisions in Se ction 7-1.04 PUBLIC SAFETY of the State Standard Specifications.

Full compensation for complying with the abov e requirements shall be considered as included in the contract price paid for Traffic Control, Traffic Control Plan, and Traffic Control Maintenance and no additional compensation will be allowed.

12-1.01C Traffic Control
Traffic Control shall include all labor, tools, equipment and materials required to provide, maintain, and remove all signage, flagmen, temporary barricades, and appurtenances to provide traffic control within the project li mits as set forth in the State Standard Specifications, these Special Provisions, and as directed by the Engineer.

A specialty construction zone traffic control Contractor, shall be responsible for setting up and removing all traffi c control. A specialty Contract or includes a Contractor whose operations are concerned with preparing or removing roadway constr uction zones, lane closures, flagging, or traffic diversions on roadways, utilizing portable devices, such as cones, delineators, barricades, sign stands, flashing beacons, flashing arrow trailers, and changeable message si gns, on roadways incl uding, but not limited to, public streets, highways, or any public conveyance.

The Contractor shall have on their payroll a person responsible for all traffic control required for this project. The person shall be on site at all times whenever traffic control is in effect.

Contractor shall identify this person at the pre-construction meeting.

Should the Contractor decide to subcontract the traffic control portion of th is project, the subcontractor shall be available as previously described. In addition, the Contractor shall also appoint a person to oversee the traffic control operations. The Contractor's appointee 541

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-70
shall be available and responsible to implement the necessary traffic control plan according to the accepted traffic control plan and the latest edition of the California Manual on Uniform Traffic Control Devices (MUTCD).

Any vehicle used to place, maintain, or remove components of a traffic control system on multilane highways at night shall be equipped with a Type II flashing arrow sign which shall be in operation at all times while the v ehicle is being used for placing, maintaining, or removing said components. The sign sha ll be controllable by the operator of the vehicle while the vehicle is in motion.

During the working hour s as set forth above, the Contra ctor may, with the Engineer's approval, close one of the traffic lanes in each direction to perform the required work. Lane closure shall not be allowed without proper advance warning devices and signing, and flag person control in conformance with the State Standard Specifications, and these Special Provisions. The Engineer shall be the sole judge of the spacing, length, and sequence of the lane closure areas. At the completion of each working day, all existing lanes of traffic shall be maintained open to traffic and temporary traffic markers shall be placed (if necessary). Provisions must be made for the uninterrupted passage of emergency vehicles through the project limits at all times, regardless of controlled traffic conditions existing at the time.

If any component in the traffic control system is displaced, or ceases to operate or function as specified, from any caus e, during the progre ss of the work, the Contractor shall immediately repair said compon ent to its original conditi on or replace said component and shall restore the component to its original location.

The Contractor shall be responsible for maki ng access available at any time during the workday to emergency vehicles such as fire/rescue units, ambulances, and police cars.

The Contractor shall cooperate and allow the City work crews to use the traffic control system when set up for the Contractor's work. The Contractor is not obligated to maintain the traffic control system beyond his/her scheduled activities.

Full compensation for complying with the abov e requirements shall be considered as included in the contract price paid for Traffic Control, Traffic Control Plan, and Traffic Control Maintenance and no additional compensation will be allowed.

Intersection Detours plan shall be submitted and accepted to the Engineer at least five (5) working days prior to the start of any work. When the intersection detour plan is in place the intersection shall be in red flash, have flaggers, and kept open to through traffic.

At all intersections, the Contractor shall provide a minimum of two (2) flaggers per intersection while the intersections are in red flash, as determined by the Engineer.

The Contractor shall diligently progress with operations within signalized intersections and communicate with the Engineer for rest oring signalized intersections to normal 542

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-71
operations once the Contractor’s operations are complete wit hin the limits of signalized intersections.

12-1.01D Contractor Conformance to Traffic Lane Closure Hours Non-compliance with the traffic lane closure hours shown in the charts above will result in a deduction from the Contractor's progre ss payment as outlined in section 8-1.10 Liquidated Damages.

Delete Section 12-1.04:

Replace Section 12-3.01D with:

Notwithstanding any provisions of the State Standard Specifications and these Special Provisions to contrary, the contract lump sum price for “Traffic Control, Traffic Control Plan, and Traffic Control Maintenance” will constitute full compensation for furnishing, installing, and removing traffic control devices, includ ing signs, covers, lights, flares, cones, barricades, flagmen, and ot her items necessary for the safety, so le convenience, and direction of public tr affic through and around the work area, as sp ecified in the State Standard Specifications, these Special Provisions, and as directed by the Engineer.

The provisions in this section will not relieve the Contractor from his responsibility to provide such additional devices or take such measures as may be ne cessary to comply with the provisions in Section 7-1.04 PUBLIC SAFETY of the State Standard Specifications.

Add to Section 12-3.11:
12-3.11 CONSTRUCTION AREA SIGNS
In addition to Section 12-3.11 CONSTRUCTION AREA SIGNS of the State Standard Specifications, construction area signs sha ll be furnished, installed, maintained, and removed when no longer required in accordanc e with the provisions in Section 12 TEMPORARY TRAFFIC CONTROL of the State Standard Sp ecifications and these Special Provisions.

Add to Section 12-8:

MEASUREMENT AND PAYMENT
All work for traffic control including the work identified in this section shall be included in the lump sum item for “Traffic Control” in the Bid Schedule. The work shall include full compensation for furnishing all labor including flagging costs, materials (including signs, barricades, delineators, CMSs, and other wa rning 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 clos ures, temporary pavement delineation, as specified in the State Standard Specificat ions and these Special Provisions, and as directed by Engineer.

No separate payment will be made for any item of Traffic Control and Maintenance set forth in the State Standard Specifications to be paid for as extra work. 543

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-72

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

544

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-73
13 WATER POLLUTION CONTROL

In addition to the requirements of Section 13 WATER POLLUTION CONTROL of the State Standard Specifications, Best Management Practices (BMP) devices conforming to those shown within Appendix A of these Special Provisions shall be installed and maintained by the Contractor. BMP’s shall remain in place during the full construction processes, plastic and or roofing paper is not acceptable to be used for drainage covers.

Replace Section 13-7.03D with:
13-7.03D Payment
Full compensation for conforming to the requirements of this Section shall be considered as included in the prices paid for lump sum of Placement and Maintenance of BMP’s and shall include materials, applic ation of the materials, ma intenance, including labor, equipment, tools and incidentals for this item of work and no additional compensation will be allowed therefor.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

545

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-74
14 ENVIRONMENTAL STEWARDSHIP
Replace Section 14-2.03A with:

If archaeological materials, including but not limited to human skeletal material and disarticulated human bone, are discovered at the job site, protect and leave undisturbed and in place archaeological materials in ac cordance with the following codes and these Special Provisions:

1. California Public Resources Co de, Division 5, Chapter 1.7 § 5097.5

2. California Public Resources Code , Division 5, Chapter 1.75 § 5097.98 and § 5097.99

3. California Administrative Code, Title 14 § 4308

4. California Penal Code, Part 1, Title 14 § 622-1/2

5. California Health and Safety Code, Div ision 7, Part 1, Chapter 2, § 7050.5 Immediately upon discovery of archaeological ma terials, stop all work within a 60-foot radius of the archaeological materials and immediately notify the Engineer who will then notify the City of Goleta Public Works Department. Archaeological materials found during construction are the property of the State. Do not resume work within the 60-foot radius of the find until the Engi neer gives the Contractor written approval. If, in the opinion of the Engineer, completion of the work is del ayed or interfered with by reason of an archeological find or investigation or recovery of archeological materials, the Contractor will be compensated for resulting losses and an extension of time will be granted in the same manner as provided for in Sect ion 8-1.07 DELAYS of the State Standard Specifications.

If remains of Native American origin are discovered during project construction, it will be necessary to comply with state laws concerning the disposition of Native American burials, which fall within NAHC’s jurisdiction (PRC 5097). If any human remains are discovered or recognized in any location other than a dedicated cemetery, there will be no further excavation or disturbance of the site or any nearby area reasonably suspected to overlie adjacent human remains until the following steps occur:
 The Santa Barbara C ounty coroner (805-681-4145) has been informed and has determined that no investigat ion of the cause of death is required. If the remains are of Native American origin, one of the following occurs:
 The descendants of the deceased Native Americans have made a recommendation to the landowner or pers on responsible for the excavation work for means of treating or disposing of, with appropriate dignity, the human remains and any associated grave goods as provided in PRC 5097.98.  NAHC has been unable to identify a descendan t, or the descendant failed to make a recommendation within 24 hours after being notified.

According to the California Health and Safety Code, six or more human burials at one location constitute a cemetery (Section 8100) and disturbance of Native American cemeteries is a felony (Section 7052). Section 7050.5 requires that construction or excavation be stopped in the vicinity of di scovered human remains until the coroner can 546

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-75
determine whether the remains are Native American. If the remains are determined to be Native American, the coroner must contact NAHC within 24 hours.

Archaeological materials are the physical remains of past human activity and include historic-period archaeological materials and prehistoric Native American archaeological materials. Nonhuman fossils are not considered to be archaeological except when showing direct evidence of human use or alteration or when found in direct physical association with archaeological materials as described in these Special Provisions.

Historic-period archaeological materials in clude cultural remains beginning with initial European contact in California, but at leas t 50 years old. Historical archaeological materials include:

1. Trash deposits or clearly defined dis posal pits containing tin cans, bottles, ceramic dishes, or other refuse indicating previous occupation or use of the site

2. Structural remains of stone, brick, c oncrete, wood, or other building material found above or below ground or

3. Human skeletal remains from the hist oric period, with or without coffins or caskets, including any associated grave goods
Prehistoric Native American archaeological materials include:

1. Human skeletal remains or associated burial goods such as beads or ornaments

2. Evidence of tool making or hunting such as arrowheads and associated chipping debris of fine-grained materials such as obsidian, chert, or basalt

3. Evidence of plant processing such as pestles, grinding slabs, or stone bowls

4. Evidence of habitation such as cooking pits, stone hearths, packed or burnt earth floors or

5. Remains from food processing such as concentrations of discarded or burnt animal bone, shellfish remains, or burnt rocks used in cooking The City may use other forces to investigat e and recover archaeological materials from the location of the find. When ordered by t he Engineer furnish labor, material, tools and equipment, to secure the location of the find, and assist in t he investigation or recovery of archaeological materials and the cost will be paid for as extra work as provided in Section 4-1.05 CHANGES EXTRA WORK of the State Standard Specifications.

Replace Reserved in Section 14-6.07 with:
14-6.07 OAK ROOT PROTECTION
Do not operate equipment within the dripline of oak trees.

Replace the 2nd paragraph of Section 14-8.02 with:

The noise level from the Contractor's operations, between the hours of 9:00 p.m. and 6:00 a.m., shall not exceed 86 dbA at a distance of 50 feet. This requirement in no way relieves 547

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-76
the Contractor from responsib ility for complying with local ordinances regulating noise level.

In addition, the Contractor shall conform to the City Goleta Municipal Code.

All noise-generating project construction activities are limited to Monday through Friday, 8:00 a.m. to 5:30 p.m. Exceptions must be requested in writing and authorized by the Engineer. Prepare a Noise Mitigation Measures submittal for approval in advance of any construction activities planned to be performed after hours or on weekends/holidays. Post a sign at least 24 X 48 inches in size stating the noise limitations at the job site.

Each internal combustion engine, used for any purpose on the job, or related to the job, shall be equipped with a muffler of a type recommended by the manufacturer. Internal combustion engines without an appropriate muffler are not allowed on the job site.

Follow the following general noise reduction strategies:

1. Use modern construction equipment

2. Plan noisiest operations for times of least intrusion

3. Use quieter alternate methods or equipment when possible

4. Locate stationary noise sources away from sensitive receiver locations

5. Operate equipment at minimum power as feasible
In addition to the requirements of Section 14-8 NOISE AND VIBRATION of the State Standard Specifications, noise level requirements shall apply to all equipment used on the project including, but not limited to, trucks, transit mixers or transient equipment that may not be owned by the Contractor. The use of loud signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel.

Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor.

Replace Reserved of section 14-9.04 with:
14-9.04 CONSTRUCTION DUST CONTROL
Apply water or dust palliative to the site and wash equipment as necessary to control airborne dust. During construction, use water trucks or sprinkler systems to keep all areas of vehicle movement damp to prevent dust from leaving the site and to create a crust after each day’s activities cease. At a minimum, wet down such areas in the late morning and after work is completed for the day. In crease watering frequency whenever wind speed exceeds 15 miles per hour. Dust emissions at adjacent property lines must not exceed 20 percent opacity more than an aggregate of 3 minutes in any 60-minute period.

Grading and scraping operations must be suspended when wind speeds exceed 20 mph.

Minimize the amount of distur bed area and limit on-site vehicle speeds to 15 miles per hour.
548

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-77
Install gravel pads at construction site acce ss points. All gravel, dirt, and construction material must be cleaned from the public right-of-way at a minimum of once a day at the end of the work day.

If importation, exportation, and stockpiling of fill material is needed, soil stockpiled for more than two (2) days must be covered, kept moist, or treated with soil binders to prevent dust generation. Trucks transporting fill material to and from the site must be tarped.

If an area is graded and left undeveloped for ov er four weeks utilize soil binders or revegetation immediately to inhibit dust generation:

No demolition or construction materials, debris, or waste shall be placed or stored where it may enter sensitive habitat, receiving waters or a storm drain, or be subject to wave, wind, rain, or tidal erosion and dispersion).

No demolition or construction equipment, materials, or activity shall be placed in or occur in any location that would result in impacts to environmentally sensitive habitat areas, streams, wetlands or their buffers.

Any and all debris resulting from demolition or construction activities shall be removed from the project site within 24 hours of completion of the project.

Demolition or construction debris and sediment shall be removed from work areas each day that demolition or construction occurs to prevent the accumula tion of sediment and other debris that may be discharged into coastal waters.

All trash and debris shall be disposed in the proper trash and recycling receptacles at the end of every construction day.

The applicant shall provide adequate disposal fa cilities for solid waste, including excess concrete, produced during demolition or construction.

Debris shall be disposed of at a permitted disposal site or recycled at a permitted recycling facility. If the disposal site is located in the coastal zone, a coastal development permit or an amendment to this permit shall be required before disposal can take place unless the Director determines that no amendment or new permit is legally required.

Add to the end of Section 14-9.02:

In conformance with Section 25914.1 of the Health and Safety Code, removal of asbestos or hazardous substances including exploratory work to identify and determine the extent of the asbestos or hazardous substance will be performed by separate contract.

If delay of work in the area delays the cu rrent controlling operation, the delay will be considered a right of way del ay and the Contractor will be co mpensated for the delay in conformance with the provisions in Sect ion 8-1.07 DELAYS of the State Standard Specifications.

549

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-78
Replace Reserved in Section 14-11.08 with:
14-11.08A GENERAL
Section 14-11.08 includes specifications for management of regulated material containing ADL Management of the material includes:

1. Excavating

2. Loading and unloading c ontainers or trucks

3. Stockpiling

4. Transporting

5. Placing

6. Disposal
Manage regulated material containing ADL under the rules and regulations of the following agencies:

1. US Department of Transportation

2. US EPA

3. California Environmental Protection Agency

4. CDPH

5. DTSC

6. Cal/OSHA

7. California Department of Recycling and Recovery

8. California Air Resources Board

9. RWQCB, Region 3, Central Coast

10. Santa Barbara County APCD
The Department entered into agreement Docket No. ESPO-SMA 15/16-001 Soil Management Agreement for Aerially Deposited Lead-Contaminated Soils with the DTSC (ADL Agreement) regarding the management of regulated material containing ADL. As the responsible entity and the generator of waste, only the Department determines material classification. For the ADL agreement, go to the Caltrans Hazardous Waste Management website.

Regulated material containing ADL is present within the project limits and the ADL Agreement applies. Management of regulated material containing ADL exposes workers to health hazards that must be addressed in the Contractor’s lead compliance plan under section 7-1.02K(6)(j)(ii).
14-11.08B DEFINITIONS
average ADL concentration: Average ADL concentration calculated using the 95 percent upper confidence limit.
regulated material: ADL-contaminated material that has average ADL concentrations over 80 mg/kg total lead or equal to or greater than 5 mg/L soluble lead tested using 550

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-79
the California Waste Extraction Test (CA-WET) or equal to or greater than 5 mg/L soluble lead tested using the Toxicity Characteristic Leaching Procedure (TCLP).

Type R-1: Regulated material that may be reused on the job site if placed at least 5 feet above the maximum historical elevation of the water table and covered with at least 1 foot of unregulated material with a pH greater than 5 or pavement. 14-11.08C SITE CONDITIONS
Concentration data and sample location maps for regulated material are included in the Information Handout.

Type R-1 material exists from the surface to below the existing grade as shown and listed in the following table:

Location Elements of work Depth
“WB1” Sta 6+36 to 7+19

217 Southbound onramp 0 to 1 ft

14-11.08D SUBMITTALS
14-11.08D(1) General
Not Used
14-11.08D(2) Perimeter Air Monitoring Requirements
Not Used
14-11.08D(3) Excavation and Transportation Plan
Within fifteen (15) days of Contract approval , submit 3 copies of an excavation and transportation plan for regulated material. Allow ten ( 10) days for review. If the plan requires revisions, the Department provides comments. Submit a re vised plan within 7 days of receiving comments. The Engineer may allow construction to proceed while minor revisions or amendments are being completed.

The excavation and transportation plan must comply with:

1. DTSC regulations

2. ADL Agreement

3. Cal/OSHA regulations
The excavation and transportation plan must include:

1. Procedures for managing the material.

2. Excavation schedule by location and date.

3. Locations for temporary stockpiles.

4. Survey methods for burial lo cations for Type R-1 material.

5. Type R-1 material soil cover source area.

6. Dust control measures.
551

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-80

7. Transportation equ ipment and routes.

8. Method for preventing spills and tr acked material onto public roads.

9. Truck waiting and staging areas.

14. Example of a bill of lading to be carried by trucks transporting Type R-1 material on public roads outside the controlled access construction zone. The bill of lading must include:

14.1. US Department of Transportation description, including shipping name

14.2. Hazard class

14.3. Identification number

14.4. Handling codes

14.5. Quantity of material

14.6. Volume of material

15. Spill contingency plan for regulated material containing ADL.

16. Copies of the contract plan sheets where the location and depth of the existing regulated material are shown, as an attachment.

17. Copies of the contract plan sheets where the location and depth of Type R-1 material burial locations are shown, as an attachment.
14-11.08D(4) Burial Location Report
Within 5 business days of completing placement of Type R-1 material at a burial location, submit a report for that burial location that includes:

1. "Burial Location of Soil Containing Ae rially Deposited Lead (Topographic Survey)" form

2. Electronic geospatial vect or survey data shapefiles of the top and bottom of the burial location with polygon feature classes containing the location and attributes of the burial site. Provide polygon feature classes in a shapefile that is comprised of a minimum of four files with the extensions of .shp, .shx, .dbf and .prj. Include the following attribute data:

2.1. Contractor

2.2. Contract number

2.3. District

2.4. County

2.5. Route

2.6. PM Start

2.7. PM End

2.8. Project EA

2.9. Project name
552

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-81

2.10. Burial location number
Submit the report to the Engineer and to:

[email protected]
The Engineer notifies the Cont ractor of acceptance or rejection of the burial location report within 5 business days of receipt. If the report is rejected, the Contractor has 5 business days to submit a corrected report. Each burial location report prepared for a survey required under section 14-11.08I, includ ing electronic files, is considered a submittal required by the contract. Failure to submit more than one submittal required by section 14-11.08I is considered multiple performance failures under section 9-1.16E(3). 14-11.08D(5) Bill of Lading
Submit copies of the bills of lading used as an informational submittal upon placement of Type R-1 material in its final location.
14-11.08D(6) Disposal Documentation
Not Used
14-11.08E DUST CONTROL
Prevent visible dust migration under sect ion 14-11.04 during management of regulated material.
14-11.08F AIR MONITORING
Not Used
14-11.08G STOCKPILING
Stockpile Type R-1 material under secti on 14-11.05 for no more than 90 days. The Department does not pay for stockpiling unless stockpiling is ordered. 14-11.08H PLACEMENT
Place Type R-1 material as shown.

Cover for Type R-1 must comply with section 6-1.03B.
14-11.08I SURVEYING BURIAL SITE
Topographically survey the location of the bottom and top of each area where the Contractor bury Type R-1 material (buria l locations). Topographic surveys must be performed by or under the direction of one of the following:

1. Land surveyor licensed under the Bus & Prof Code Ch 15, starting with § 8700

2. Civil Engineer licensed before Januar y 1, 1982 under the Bus & Prof Code Ch 7 starting with § 6700
At a minimum, topographic surveys consist of collecting northing, easting, and elevation information of survey points along cross secti ons lines of the Type R-1 material burial locations, where the cross section line inte rvals are 25 feet, at a maximum, with a minimum of 5 cross sections surveyed per burial location. Collect a survey point at each change in terrain elevation with a minimum of 5 survey points per cross section line. The same cross section lines are used to survey the ground surface just before placing Type 553

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-82
R-1 material and used to survey the finis hed grade immediately after the placement of the Type R-1 material.

Report each burial location in California state plane coordinates in US survey feet within the appropriate zone of the California Coordinate System of 1983 (CCS83) and in latitude and longitude. Reference horizontal positions to CCS83. Use epoch 1991.35. Perform the survey to a horizontal accuracy of 0.3 ft as described in Figure 5.1A of the Caltrans Surveys Manual. Reference each horizontal pos ition to a roadway horizontal alignment, indicating a station and offset. The elevation of points identifying the burial location must locate the bottom and top of Type R-1 material to an accuracy of 0.3 ft vertically.

Reference elevations of the bottom and top of Type R-1 material to the project vertical datum. Report accuracy of spatial data in US Survey feet under Caltrans Orders of Accuracy in the Caltrans Surveys Manual Chapter 5.
14-11.08J MATERIAL TRANSPORTATION
Before traveling on public roads outside the controlled access construction zone, remove loose and extraneous regulated material from outside surfaces of containers and the cargo areas of trucks. Place tarpaulins or other cover over the cargo as described in the authorized excavation and transportation plan. T he Contractor are responsible for costs due to spillage of regulated material during transport. Transportation routes for Type R-1 material must only include the highway within the job site limits.

Use a bill of lading while transporting excavated Type R-1material on public roads outside of the controlled access construction zone.
14-11.08K DISPOSAL
14-11.08K(1) General
Laws and regulations that govern disposal of regulated material include:

1. Health & Safety Code § 25100 et seq

2. 22 CA Code of Regs § 66250 et seq

3. 8 CA Code of Regs
The Department does not pay for additional sampling and analysis required by disposal facilities.
14-11.08K(2) Type Com Material
Not Used
Full compensation for conforming to the requirements of this Section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

554

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-83

DIVISION III EARTHWORK AND LANDSCAPE

17 GENERAL
Add to Section 17-2.01:

Contractor shall remove all branches which hang within fifteen (15) f eet above finished roadway grade, and all other vegetation along roadway and in limits of work area.

Vegetation shall be trimmed a minimum of twelve (12) inches beyond the edge of pavement construction limit, or as nece ssary for paving operations, HMA dike construction, or concrete improvements.

Landscaping shall be restored back to existing conditions or as close to existing conditions as feasibly possible.

Add to Section 17-2.04:

Full compensation for conforming to all requir ements specified in this section shall be considered as included in the contract prices paid for other items of work and no additional compensation will be allowed therefor.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 555

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-84
20 LANDSCAPE
Add to Section 20-1.01:

This item includes trimming vegetation and tr ee canopies. All work associated with this item is as described herein. Contractor shall coordinate with City representative to have City Arborist onsite to review and monitor work as needed and receive approval from City Arborist prior to all trimming vegetation and tree canopies. When requesting City Arborist presence on worksite, Contractor shall provide a minimum of 72-hour notice.

Contractor shall have the following tools available at all times for trimming:

 Hand saw
 Pole saw
 Lopper
 Axe
 Hatchet
 Digging bar/spud bar (with cutting end)
 Chainsaw
 Belt sander (60 grit)
 Bosch multi-tool (or similar)
 Reciprocating saw/saws all

Trimming by other means not listed above is subject to approval by City Arborist.

Add to Section 20-1.03F:

Tree Trimming

Contractor shall trim tree c anopies at certain intersections where the canopies currently obstruct the visibility of the traffic signal or signage. Contractor shall trim the canopies so that they are at least 15 feet above the roadway surface.

 All tree trimming shall be performed under t he direct supervision of an ISA certified arborist. Tree trimming shall comply with ANSI A300, Part 1 (2017) “Standard Practices (Pruning)” specifications 5.2, 7.1, 7.3, and 8.0.

 The City Arborist shall be on site for pruni ng of any branch that is 2 inches in diameter or larger.

Damage to Trees

If Contractor damages trees, beyond the c anopy trimming required to complete construction (as specified by t he City Arborist), Cont ractor shall then provide restitution to the City. For trees destroyed, removed, or significantly damaged, restitution shall be calculated using the Cost Approach with the Reproduction Method with the Trunk Formula Technique as set forth in the “Guide for Plant Appraisal, 10 th Edition Revised”. For trees
with damage that can be repaired (below the levels of destroyed, removed, or significantly 556

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-85
damaged), restitution shall be calculated using the Cost Approach with the Repair Method with the Direct Technique as set forth in the aforementioned Guide. The damage assessment and above calculations will be performed by the City Arborist.

Add to Section 20-1.04F:

Measurement and Payment for “Trim Vegetation/Tree Canopy in Work Zone (Allowance)” will be paid at the contract unit price as indicated in the Bid Schedule. The unit costs will include full co mpensation for furnishing all labor, materials, tools, equipment, transportation, disposal and incident als; coordination with City Arborist; and incidentals necessary to complete the wo rk in accordance with the State Standard Specifications and these Special Provisions. Payment for this item will only be made on an allowance basis and only for the work completed. The Contract will have no claim to that portion of the allowance which is not necessary for the project.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

557

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-86

DIVISION V SURFACINGS AND PAVEMENTS

37 BITUMINOUS SEALS
Replace Section 37-3.01C(5)(e) with:

After completing, setting, and rolling the slu rry seal and micro-surfacing, any loose material shall be immediately removed by sweeping with a vacuum sweeper on the day of application. Interim sweeping using a vacuum sweeper shall be accomplished as more loose material appears. At a minimum, interim sweepi ng shall be accomplished on the 3rd, 7th, 14th, and 21st day after surfacing. A final post-construction sweeping of all the maintenance streets shall be perf ormed thirty (30) calendar days after completion of all surfacing.

Entire street surfaces, including sidewa lks and driveways, shall be swept to the satisfaction of the City. No loose material will be allowed in the street, gutters, sidewalks, or other areas. If necessary, Contractor shall employ additional vacuum sweepers to remove the loose materials.

Final cleaning of the streets shall include removal of any tracked material, misapplied slurry seal, cleaning of all utility covers of any new or old materials, and removal of any miscellaneous debris resulting from construction activities.

Replace Section 37-3.01D with:

Measurement and payment for sweeping will be paid on a unit cost basis as identified in the Bid Schedule and include full compensation fo r furnishing all labor, materials, tools, equipment, and incidentals, providing quality control, and for doing all the work involved in sweeping after applications of slurry seals and micro-surfacings on the project streets as shown on the plans, as specified in t he State Standard Specific ations and in these Special Provisions, and as directed by Engineer.

Add to Section 37-3.02A(4)(c):

Engineer’s Acceptance

Sampling for testing will be taken of the slurry seal in place, at Contractor’s expense, to determine the amount of material used. Comp liance with the mix design will be verified using City’s testing laboratory. Engineer may sample materi al from stockpiles, trucks, application equipment, or during application.

Add to Section 37-3.02B(1):

At least ten working days prior to starting work on placing the slurry seal, Contractor shall submit a mix design for Type II slurry seal. The design shall be prepared in accordance with the International Slurry Seal Associat ion Design Technical Bulletin No. 111. A change in either the aggregate or emulsion during the course of work will require the 558

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-87
preparation of a new mix design. In addition to the requirements of Bulletin No. 111, the slurry seal mix design shall also contain 2.5 percent latex.

Add to Section 37-3.02B(2):

Asphaltic emulsion shall be cationic type pol ymer modified asphaltic emulsion Grade PMCQS-1h.

Add to Section 37-3.02C(1):

General

Contractor shall plan for proper quantities for daily placement of slurry so that it can be fully cured prior to removal of all traffic control. All work, including traffic control, must be removed and open to traffic by the 3:30 pm deadline for lane closures. Failure to comply will result in either liquidated damages or suspension of work.

The minimum width of a traffic lane shall be 12 feet unless approved by the Engineer.

One-way traffic control will not be allowed for any arterial streets.

Preparation

All vegetation on pavement surfaces to be slurry sealed shall be removed completely in advance of the slurry seal and as required by Engineer.

The roadway shall be crack sealed prior to slurry seal application.

Low areas and where the pavement has raveled to create holes shall be skin patched prior to slurry sealing.

Slurry seals shall not be placed when the at mospheric temperature is below 65 degrees Fahrenheit or during unsuitable weather, unless approved otherwise by Engineer.

Contractor shall remove and dispose of all painted, preformed, a nd thermoplastic paint markings; and all raised pavement markers prior to placing slurry seal. Removal methods shall conform to Section 84-9 of the State Standard Specifications.

It is Contractor’s responsibility to clean pavement surfaces prior to application of the slurry seal. Surfaces shall be free of clay, dust, weeds, and other objectionable materials which may adversely affect bonding of the slurry seal. Cleaning equipment shall be capable of effectively removing clay, dust, and other obj ectionable materials from the pavement surfaces. Protection and maintenance of the street surface, to the condition required for proper slurry seal application, shall be the sole responsibility of Contractor. Contractor shall reseal all areas of the pavement which have not been sealed properly and completely or have been damaged by traffic.

All surface oil and grease shall be removed, or sealed with emulsified gilsonite or an approved equivalent, prior to application of the slurry seal.

559

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-88
The sites for stockpiling and batching materials shall be clean and free from objectionable materials and shall be located outside the road right-of-way. Arrangements for these sites shall be the responsibility of Contractor. If on private property, a written agreement shall be approved by City prior to commencing operations.

Contractor shall tie off su rvey monuments, manholes, water valves, etc. prior to application of the slurry seal. Immediately before commencing the slurry seal operation, all surface metal utility covers (including survey monuments) sha ll be protected by thoroughly covering the surface with an appropriate adhesive and oiled or plastic paper.

No adhesive material shall be permitted to cove r, seal or fill the joint between the frame and cover of the structure. Covers are to be uncovered and cleaned of slurry material by the end of the same workday.

No slurry seal shall be placed until the pavement area has been prepared to the satisfaction of Engineer, including but not limited to tie downs for striping dimensions.

Add to Section 37-3.02C(4):

Application

Slurry seal shall be placed at least 24 hours after placement of crack seal. Type II slurry seal shall be applied onto the gut ter lip but shall not extend more than 3/4-inch onto the gutter lip. Both applications shall be at the rates specified in the State Standard Specifications and as approved by Engineer.

After the emulsion has broken, the slurry seal shall be rolled with a 6 to 8-ton pneumatic tire roller with a minimum tire pressure of 40 psi. The roller shall be on site prior to the start of slurry placement. Areas which require rolling shall receive a minimum of two full coverage passes.

Adequate means shall be provided to protect the slurry seal from damage by traffic until such time that the mixture has cured sufficiently so that a slurry seal will not adhere to and be picked up by the tires of the vehicles. In the event the slurry seal does not set in eight hours, Contractor shall not be allowed to place additional material the following day without approval of Engineer.

Hand tools shall be available in order to remove spillage. Ridges or bumps in the finished surface will not be permitted.

The mixture shall be uniform and homogeneous after spreading on the road and shall not show separation of the emulsion and aggregate after settling.

Any slurry seal tracked onto concrete facilities by Contractor’s vehicles and equipment or by resident’s vehicles shall be removed by power washing or other means at Contractor’s expense.

Replace Section 37-3.02D with:
560

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-89
The measurement and payment for “Crack Seal & Type II Slurry Seal” will be made at the contract unit price bid indicated in the Bid Schedule. Such payment will be considered full compensation for furnishing all labor, material, and equipment necessary to complete the work in accordance with the State Standard Specifications and these Special Provisions. No additional compensation will be allowed therefor.

Add to Section 37-6.01A:

This work shall consist of mechanically routing cracks, cleaning, applying sterilant, and filling the cracks with rubber asphalt joint seal as specified in these Special Provisions, and as directed by Engineer. All cracks 1/8-inch wide or wider shall be sealed.

Replace Section 37-6.02 with:

The crack sealant shall be a mixture of paving asphalt and ground rubber, and shall conform to ASTM D 5078, Type II.

Replace Section 37-6.03 with:

During all construction operations, Contractor shall protect cracks cleaned for sealing from intrusions of solid foreign materials into the groove or into the sealant. Immediately prior to applying the sealant, the cracks shall be mechani cally routed and then cleaned with high pressure air jets to remove all residue and foreign material. Cracks wider than 1/4-inch do not need to be routed prior to cra ck filling. Any cracks that contains existing weed growth shall be treated with an Environmental Protection Agency (EPA) approved herbicide composed of glyphosate and oryzalin, combined and applied according to label directions. Water jets will not be allowed. Crack surfaces shall be surface dry at the time the sealant is applied.

Crack seal materials shall be placed in conformance with the manufacturer's recommendations. Crack seal materials shall not be placed when the surface temperature is below 50 degrees Fahrenheit.

The finished crack seal shall be bonded to the cr ack such that there is no separation or opening between the sealant and the crack edge and there shall be no cracks, separation or other opening in the sealant.

Contractor shall remove crack seal material that is not placed within the conformance of these Special Provisions, clean cracks as specified herein and then reseal the cracks at their expense.

Replace Section 37-6.04 with:

The measurement and payment for crack sealing will be included in the contract unit price for “Crack Seal & Type II Slurry Seal” . No additional compensation will be allowed therefor.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
561

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-90

DIVISION IX TRAFFIC CONTROL DEVICES

84 TRAFFIC STRIPES AND PAVEMENT MARKINGS
Add to Section 84-2.01C:

Contractor shall provide the following submittals, including product name, lot or batch number, and manufacture date for Engineer’s review and approval:

A. Certificate of Compliance for eac h color of thermoplastic material B. Materials Engineering and Testing Notifi cation Letter stating the material is authorized for use (glass beads only)
C. Safety Data Sheet
D. Material Data Sheet for thermoplastic primer
E. Certificate of Compliance for each color of paint
F. Certificate of Compliance for glass beads
G. Cut Sheet for temporary pavement markers
H. Pre-Construction ex isting striping plan

Replace Section 84-2.02B with:

Thermoplastic material shall conform to State Specifications 8010-41G-21. Glass beads to be applied to the surface of the molten t hermoplastic material shall conform to the requirements of State Specification 8010-22 L-22 (Type II), or AASJTP Designation: M 247 (Type 1).

State Specifications for thermoplastic material and glass beads may be obtained from the Transportation Laboratory, P.O. Box 19128, Sacramento, CA 95819, (916) 739-2400.

Thermoplastic material for traffic stripes shall be applied at between 0.100- to 0.150-inch thick.

A primer of the type recommended by the manufacturer of the thermoplastic material shall be applied over all existing painted stripes and pavement legends to be covered with thermoplastic material as shown on the plans.

Add to Section 84-2.02C:

All traffic markings and striping constructed with Rapid Dry Paint shall be made in two applications, three days minimum between each application, each at the specified application rate. The first application shal l be applied within five calendar days after completion of paving.

Add to Section 84-2.02I:

Curb Paint

562

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-91
If painted curb is removed and replaced with new curb, Contractor shall paint new curb in the same color and length.

Add to Section 84-2.02J:

Green Bike Lane Markings

Green bike lane/box treatments shall be methyl methacrylate (MMA) traffic striping and marking product as listed on the California D epartment of Transpor tation Authorized Material List and conforming to the chromati city requirements in the Federal Highway Administration (FHWA) Interim Approval for Optional Use of Green Colored Pavement for Bike Lanes (IA-14).

Add to Section 84-2.02K:

Pavement Markers

Pavement markers shall be completed no later than seven calendar days after completion of paving.

Replace Section 84-2.03 with:

Contractor shall be responsible for compiling an existing striping and marking plan including but not limited to stop bars, legends, parking stall stripes, crosswalks and other traffic delineation markings within the project prior to removing, obliterating, covering any existing striping, or starting wo rk on the affected street. This plan must be submitted to Engineer and approved prior to commencing any striping and marking operations on the affected street.

All alignments and layout measurements, and other work necessary to locate and replace traffic stripes and pavement markings shall be performed by Contractor.

City will not provide any assistance, informati on, or materials to Contractor. It will be entirely the responsibility of Contractor to perform all ne cessary pre-construction and construction layout work, obtain all nece ssary measurements and information, and prepare all plans for performing the striping and marking work as specified. All traffic control systems necessary for performing striping and marking, as directed by Engineer, shall be the responsibility of Contractor.

Contractor shall physically tie down the location of the beginning and ending of each paint marking type in the adjacent curb top. The marking location shall not exceed 50 square inches each. Any locations exceeding this limit shall be removed by Contractor prior to acceptance of the work. Contractor shall contact Engineer for review of tie downs.

Contractor shall be responsible for accurately referencing out and replacing the lines and positions of all traffic lines, directional li nes, arrows, and other markings in accordance with the plans and City standard markings by cat tracking with painted marks. This shall occur no later than two hours behind the final surface course paving operation.

563

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-92
Cat tracking shall consist of stretching a rope on a straight line between control points on tangent alignment and on a true arc throu gh control points on curved alignment and placing spots of paint along the rope. Temporary tab ma rkers shall be placed no more than 12 feet apart on curves nor more than 24 feet apart on straight segments.

Temporary tab markers shall be the same color as the traffic stripe that they are replacing, shall measure 2 inches tall by 3-1/2 inches wide, and have a reflective lens across the width of the marker.

Prior to application of permanent striping and markers, Contra ctor shall call for review and approval of the proposed striping by City Traffic Engineer or agent. City will have the right to make changes in the location and alignm ent of line stripes. Striping and traffic markings shall not be applied until after approval is granted by the Traffic Engineer.

Contractor shall allow a minimum of three working days for review of the layout by City.

It shall be the responsibility of Contractor to "touch up" any striping, stop bars, legends or line striping that may wear out in-between coats of paint / thermoplastic due to raveling or premature wear to ensure public safety at no cost to City. Contractor shall execute “Touch Up” at Engineer’s request.

Paint for street traffic striping and pavement markings shall be a minimum of three applications. Pavement markings and striping shall consist of the following:

1. The first application of paint shall c onsist of two complete coats and shall be completed prior to the opening of each street.

2. The second application of paint shall co nsist of three complete coats and shall be completed between the fifth and tenth day following each street segment having the surface course placed.

3. The third and final application of paint shall consist of three complete coats of paint and shall be applied in the presence of the inspector and shall be subject to Engineer's approval, the third and final coat shall be completed within not less than three and not more than four weeks of each street having the surface course placed, or the end of the Construction Period, whichever is sooner.

Raised pavement markers (RPM) shall be placed as specified in Subsection 85-1.06, “Placement”, of the State Standard Specifications. When ut ilizing hot melt bituminous adhesive, RPM’s shall be placed after the su rface has been open to traffic for at least seven (7) days. When utilizing epoxy adhesive, RPMs shall be placed after the surface has been open to traffic for at least 14 days. Regardless of which adhesive is utilized, the RPMs shall not be placed more than 21 days after paving or surfacing.

Permanent traffic striping and markings incl uding legends and arrows shall be placed within 21 days after paving or surfacing, unless otherwise directed by Engineer.

Temporary yellow marking tape denoting school crosswalks shall be placed the same day that the pavement surfacing is placed.

Replace Section 84-2.04 with:
564

2025 RESIDENTIAL RESURFACING PROJECT
CITY PROJECT NO. N/A
SP-93
Payment for traffic striping layout and pl acement of temporary tabs, removal and replacing of existing RPMs and grinding paint will be included in the unit price bid for each striping detail and no additional compensation will be allowed therefor.

Measurement and payment for traffic striping, characters, arrows, pavement markers, raised pavement markers, reflective pavem ent markers, road signs and delineators will be paid on a unit cost basis as identified in the Bid Schedule.

Full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved with removing existing and placing painted pavement stripes and markings, including pavement markers, and temporary markings as specified in these Special Provisions, as shown on th e plans and as directed by Engineer, will be considered as included in the co ntract unit price for the various kinds of Traffic Striping, Markings & Signs identified in the Bid Sc hedule. No additional compensation will be allowed therefor.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 565

CITY OF GOLETA

APPENDIX A

STANDARD DRAWINGS AND DETAILS

FOR

2025 RESIDENTIAL RESURFACING

PROJECT

1. Sample Door Hanger

2. Temporary No Parking Sign

566

CITY OF GOLETA

APPENDIX B

WATER POLLUTION CONTROL PLAN

FOR

2025 RESIDENTIAL RESURFACING

PROJECT

567

CITY OF GOLETA

APPENDIX C

PREVAILING WAGE RATES

FOR

2025 RESIDENTIAL RESURFACING

PROJECT

Download State Prevailing Wage Rates from State website

https://www.dir.ca.gov/OPRL/DPreWageDetermination.htm

568

CITY OF GOLETA

APPENDIX D

SCHOOL ZONE WORK HOUR

RESTRICTION MAP

FOR

2025 RESIDENTIAL RESURFACING

PROJECT

569

CITY OF GOLETA

APPENDIX E
C48 (CA) SIGN DETAIL

FOR

2025 RESIDENTIAL RESURFACING

PROJECT

570

Back of Cover Sheet

571

ATTACHMENT 7

PAVEMENT MANAGEMENT PROGRAM PRESENTATION
572
Pavement Management
Program (PMP) Update
Public Works Department
City Council Meeting
February 4, 2025
573
Pavement Management Program
(PMP) Update
Presentation Outline
PMP Education
PMP History
PMP Looking Forward
 PMP Plan going forward
Call For Bids
 2025 Arterial Pavement Project
 2025 Residential Resurfacing Project
February 4, 2025, Council Meeting 2
574
PAVEMENT 101
February 4, 2025, Council Meeting 3
575
February 4, 2025, Council Meeting 4
What Determines a Pavement Section?
576
February 4, 2025, Council Meeting 5
Pavement Deterioration Cycle
577
February 4, 2025, Council Meeting 6
Asphalt concrete deteriorates in two ways:

Pavement Deterioration
Oxidizing effects of sun and
water Fatigue from heavy wheel
loads
578
February 4, 2025, Council Meeting 7
The Impact of Sun and Water
579
February 4, 2025, Council Meeting 8
The Impact of Heavy Loads
580
February 4, 2025, Council Meeting 9
Block
Cracking
Alligator
Cracking
Transverse or
Longitudinal
Cracking
Weathering or
Raveling
Common Pavement Distresses
581
February 4, 2025, Council Meeting 10
•Alligator cracking
• Block cracking
• Distortions
• Longitudinal / transverse cracking
• Patches / utility cuts
• Rutting / depressions
• Weathering / raveling
Evaluating Common Pavement Distresses
582
February 4, 2025, Council Meeting 11
Evaluating Pavement: the PCI
100 – 91 = Excellent
90 – 71 = Good
70 – 51 = Fair/ At Risk
50 – 31 = Poor
30 – 0 = Failed
Developed by the U. S. Army Corp of
Engineers during World War II and
standardized by ASTM, the PCI is an
objective and rational basis for
determining pavement condition and
establishing maintenance priorities.
583
February 4, 2025, Council Meeting 12
Phelps Road
Pacific Oaks Road to Storke Road
PCI = 100 (Excellent)
Calle Real
Winchester Canyon Road to
Sailsbury
Ave
PCI = 82 (Good)
584
February 4, 2025, Council Meeting 13
Stow Canyon Road
Wakefield Road to Arundel Road
PCI = 58 (Fair/At Risk)
Ellwood Beach
Drive
Entrance Road to South End
PCI = 31 (Poor)
585
February 4, 2025, Council Meeting 14
Calle Real
Sailsbury Avenue to Rochester Way
PCI = 19 (Failed)
586
February 4, 2025, Council Meeting 15
PCI = ?
587
February 4, 2025, Council Meeting 16

PAVEMENT MANAGEMENT PRINCIPLES
588
February 4, 2025, Council Meeting 17
Applying the RIGHT TREATMENT
to the RIGHT PAVEMENT
at the RIGHT TIME
using the RIGHT MATERIALS
589
February 4, 2025, Council Meeting 18
Pavement Preservation Timing
Cape Seal / TMO /
Light Overlay
Heavy Overlay
590
February 4, 2025, Council Meeting 19
Crack Sealing Treatment
• The right treatment for
block or transverse cracking.
• Inexpensive.
• Prevents water from seeping
beneath the asphalt to the
subgrade where structural
damage occurs.
591
February 4, 2025, Council Meeting 20
Slurry Seal Treatment
• The right treatment for
raveled pavement in traffic
areas with speed limits above
15 mph.
• Skid resistant.
• Fills in minor cracks, creates
a uniform finish and provides
a weather- and water-tight
surface.
592
February 4, 2025, Council Meeting 21
Cape Seal
• The right treatment between
an overlay and a slurry seal.
• Combines a chip (aggregate)
layer followed within a few weeks
by a slurry seal for durability.
• Prevents water damage to the
road bed and provides a new
wear surface.
• Significantly extends pavement life
when combined with crack sealing
and surface patching.
593
February 4, 2025, Council Meeting 22
• The right treatment for severely
deteriorated pavement.
• Overlays existing pavement with
a new layer of bituminous
asphalt.
• Thickness depends on existing
pavement condition and traffic.
• Strengthens the overall
pavement structure and
improves ride.

Overlay
594
• Grinds the existing asphalt
surface and mixes it with the
aggregate base.
• Strengthens the existing base
and forms a stronger
foundation for reconstruction.
• Improves drainage.
• Eliminates bumps, humps and
rutting.

Reconstruction / Pulverization

PAVEMENT PRESERVATION
February 4, 2025, Council Meeting 23
595
February 4, 2025, Council Meeting 24
Pavement Management Strategies
•Best-First “Top Down” Management
•Worst-First
“Bottom Up” Management
•Critical-Point Management
596
Pavement Management Strategies
Critical Point Management
25 Critical-Point-Management
selects streets before they
deteriorate and need the
next more expensive
treatment.

February 4, 2025, Council Meeting
597
Pavement Condition vs.

Maintenance / Rehabilitation Cost
26 Heavy Rehab
Cape Seal / TMO /
Heavy Maint. or Light
Rehab
February 4, 2025, Council Meeting
Slurry Seal / Light Maint.

PCI
Range
Treatment
Category
Cost Range
(per SF)
90-71 Light
Maintenance
$1.88 to
$2.51 1X
70-51 Heavy
Maintenance
$7.08 to
$9.32 4X
70-51 Light
Rehabilitation
$10.81 to
$14.74 6X
50-26 Heavy
Rehabilitation
$19.00 to
$24.41 10X
25-0 Reconstruction $36.25 to
$54.96 21X
598

CITY OF GOLETA

PAVEMENT CONDITION SUMMARY
27February 4, 2025, Council Meeting
599
City of Goleta System Data
• System Size
 84.9 centerline miles
 17,272,511 square feet of pavement
•
System-wide average weighted PCI of 58
• Replacement value of $740,944,000
28February 4, 2025, Council Meeting
600
Maintained Road System December 2024
Including 2023 Paving Project (completed in the 2024 construction season) 29 Arterial 25.6 6,037,031 35.0% 67 67
Collector 16.9 3,322,965 19.2% 54 51
Residential 42.4 7,912,515 45.8% 57 55
TOTAL 84.9 17,272,511 100% 60 58
Functional
Classification
Centerline
Miles
Pavement Area
(Square Feet)
Average
PCI
(1/2024)
Average
PCI
(12/2024)
Percent of
System
February 4, 2025, Council Meeting
601
February 4, 2025, Council Meeting 30
602

FUNDING NEEDS
31February 4, 2025, Council Meeting
603
32February 4, 2025, Council Meeting
604
33February 4, 2025, Council Meeting
605
34 ADD 2023 PROJECT TO MAP
Totals:
2021 Paving Project = 3.8 CL Miles
2022 Paving Project = 4.7 CL Miles
2023 Paving Project = 3.1 CL Miles
City of Goleta
2021, 2022 & 2023 Pavement Projects
February 4, 2025, Council Meeting
606

ONGOING FUNDING PRESSURES

EFFECTING PAVING PROJECTS
35 • Increased traffic volume
• Increased vehicle weights
• Increased construction costs
• Weather
• Unfunded regulations
 Required ADA updates
 Post stormwater requirements
February 4, 2025, Council Meeting
607
Authorization to Bid
36February 4, 2025, Council Meeting
• 2025 Arterial Pavement Project
• 2025 Residential Resurfacing Project
608
Candidate Streets for
2025 Arterial Pavement Project
February 4, 2025, Council Meeting 37
Totals:
2025 Arterial Pavement Project = 3.1 CL Miles
609
Candidate Streets for
2025 Residential Resurfacing Project
February 4, 2025, Council Meeting 38
Totals:
2025 Residential Resurfacing Project = 2.1 CL Miles
610
Creative Design Approach
February 4, 2025, Council Meeting 39
611
Pavement Project Estimated Cost
40February 4, 2025, Council Meeting
612
Recommendation
41February 4, 2025, Council Meeting
Authorize staff to advertise a notice inviting
Construction bids for the 2025 Residential
Resurfacing and Arterial Pavement Projects
613
Questions?
February 4, 2025, Council Meeting 42
614